C C' B B' A A' D D' E' F F' G G' H H' Weston Road District Road Lot 7 Lot 5 Lot 6 Lot 13 Lot 12 Lot 11 Lot 10 Lot 9 Lot 4 Lot 3 Lot 2 Lot 1 Future Stage 2 (Lots 9-13) Lot 8 (to vest as road) ROW B ROW A 78.349 60 70 VTP 63.000 VTP 69.000 Proposed Stormwater Line (Stage 2) See Sheets 2 & 7 See Sheets 3 & 8 E Surveying, Resource Management & Engineering Dunedin 03-4774783 Mosgiel 03-4897107 Balclutha 03-4180470 1:750 @ A3 6 D11812 11812/6/0 0 Sheet 1 of 16 - Observation Point 2000 No. Revision - Verify all dimensions on site before commencing work. Do not scale off drawings. Refer all discrepancies to Terramark Ltd. 86 Weston Road Subdivision Stage 1 Index Sheet 1 Plan No. Job No. Drawing Revision Scale Datum Horizontal Vertical Project Title Sheet Title Status Date Notes 1. Location and extent of existing services shown on these drawings are indicative only. 2. Contractor to ascertain the extent and location of all existing underground services prior to commencing any excavation work. 3. Contractor shall reinstate and make good any damage to existing carriageways, road markings, street signs, footpaths, street furniture, berms, utility services and structures. 4. Refer to Sheets 4-6 for drainage long sections. 5. Refer to Sheets 9 & 10 for ROW long sections. 6. Refer to Sheets 11-13 for typical ROW cross sections. 7. Refer to Sheet 14 for kerb profiles and typical ROW/driveway details. P:\JOB FOLDERS\Dunedin Jobs\D11812\Engineering\D11812-6 Engineering - Plan View.dwg Plotted by: Aaron Date Plotted: 08-Dec-17 4:42:05 PM For Approval 4/12/2017 - - DRAWING STATUS: FOR APPROVAL - - - - - - - -
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Status Date DRAWING STATUS: For Approval 4/12/2017
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Verify all dimensions on site before commencing work. Do notscale off drawings. Refer all discrepancies to Terramark Ltd.
86 Weston Road SubdivisionStage 1
Index Sheet 1
Plan No.Job No.
Drawing
Revision
Scale DatumHorizontalVertical
Project Title
Sheet Title
Status Date
Notes1. Location and extent of existing services shown on
these drawings are indicative only.2. Contractor to ascertain the extent and location of all
existing underground services prior to commencingany excavation work.
3. Contractor shall reinstate and make good anydamage to existing carriageways, road markings,street signs, footpaths, street furniture, berms, utilityservices and structures.
4. Refer to Sheets 4-6 for drainage long sections.5. Refer to Sheets 9 & 10 for ROW long sections.6. Refer to Sheets 11-13 for typical ROW cross sections.7. Refer to Sheet 14 for kerb profiles and typical
ROW/driveway details.
P:\JOB FOLDERS\Dunedin Jobs\D11812\Engineering\D11812-6 Engineering - Plan View.dwg Plotted by: Aaron Date Plotted: 08-Dec-17 4:42:05 PM
For Approval 4/12/2017 - -DRAWING STATUS:
FOR APPROVAL - - - - - - - -
Existing Overhead Pow
er
Existing Water Table
Lot 7
Lot 6
Lot 5
Lot 13
Lot 12
Lot 11 Lot 4
Existing 150mm
Ø Foul Sew
er
Edge of Existing Seal
FSA1Install new 1050mmØ foulsewer manhole in existing150mmØ foul sewer line
FSA2Construct
1050mmØ foulsewer manhole
FSA3Construct
1050mmØ foulsewer manhole
FSA4Construct
1050mmØ foulsewer manhole
Construct new 150mmØuPVC SN16 RRJ foul sewer
Constr
uct n
ew 15
0mmØ
uPVC S
N16 R
RJ fou
l sew
er
SWMT1Install Standard Hillside Sumpy(Fig. 3.10, NZS4404:2010) with150mmØ uPVC SN6 connection
to new stormwater line
SWA2Construct 150mmØ
uPVC SN16 lamphole
Construct new
150mm
Ø uPVC
SN16 R
RJ foul sew
er
Construct 25mm OD PE singlehousehold service connection,
with restrictor, for Lot 7
Construct 25mm ODPE single householdservice connection,
Verify all dimensions on site before commencing work. Do notscale off drawings. Refer all discrepancies to Terramark Ltd.
Drainage & Services DesignSheet 2
Plan No.Job No.
Drawing
Revision
Scale DatumHorizontalVertical
Project Title
Sheet Title
Status Date
Notes1. Location and extent of xisting services shown on
these drawings are indicative only.2. Contractor to ascertain the extent and location of all
existing underground services prior to commencingany excavation work.
3. Contractor shall reinstate and make good anydamage to existing carriageways, road markings,street signs, footpaths, street furniture, berms, utilityservices and structures.
4. Contractor to obtain 'Close Approach Permit' fromNetwork Waitaki where excavations are within 5m ofa power pole.
5. Contractor to liaise with WDC & Chorus with regardsto lowering existing water scheme pipe andunderground telecommunications services beneaththe new entrance to ROW A, and shall coordinate thetrenching programme with the repsective authoritiesto ensure there are no delays to the overallconstruction programme.
6. 150mm x 50mm uPVC heavy wall kerb adaptors shallbe used where individual 100mmØ stormwaterlaterals connect to the ROW kerb & channel.
7. Individual water connections (with restrictors) to theexisting WDC water scheme pipe are to be made inaccordance with WDC water services requirements.
P:\JOB FOLDERS\Dunedin Jobs\D11812\Engineering\D11812-6 Engineering - Plan View.dwg Plotted by: Aaron Date Plotted: 08-Dec-17 4:42:08 PM
86 Weston Road SubdivisionStage 1
6D11812
11812/6/00
DRAWING STATUS:FOR APPROVAL
For Approval 4/12/2017 - - - - - - - - - -
Existing 400mm Ø Culvert
Lot 3
Lot 1
Lot 10
Lot 9
Lot 2
FSA05Install new 150mmØ
terminal maintenance shaft
Construct 25mm OD PE singlehousehold service connection,
with restrictor, for Lot 3
Construct 25mm OD PE singlehousehold service connection,
with restrictor, for Lot 2
SWB2Install new 150mmØ
uPVC SN16 lampholeConstruct new 150mmØ uPVC
SN16 RRJ stormwater line.Connect to new culvert
Construct 300mmØHelcor culvert under
accessway
Construct 100mmØuPVC foul sewerlateral for Lot 9
Construct 100mmØuPVC foul sewerlateral for Lot 10
Construct 100mmØuPVC foul sewerlateral for Lot 2
Construct 100mmØuPVC foul sewerlateral for Lot 3
Construct 25mm OD PEsingle household service
connection for Lot 9
Individual water connectionsfor future Lots 9 & 10 to be
installed in Stage 2.
Reshape, regrade, and alignexisting watertable to join to new
culvert. See typical CrossSection G-G', Sheet 14 for newwatertable construction details.
Construct new
150mm
Ø
uPVC SN
16 RR
J foul sewer
Lot 11
(Future Stage 2)
ROW A
Reshape, regrade, and alignexisting watertable to join to new
culvert. See typical CrossSection G-G', Sheet 14 for newwatertable construction details.
New Chorus FibreDuct & Cable
Existing Underground C
horus Cable
Existing 150mm
Ø
Foul Sewer
New electricity , telecomms &water in common trench. Seetypical Cross Section D-D' onSheet 12 for trench details.
Existing Watertable
Existing Watertable
Construct new 100mmØ uPVC SN16stormwater line from subsoil drain,
and connect to new mudtank.
Existing WDCWater Scheme
Existing Overhead Pow
er
SWE1Construct Humes 600series (or equivalent)
concrete wingwall,joint to existing
culvert.
New electrical &Chorus connections
to Lots 3 & 4
Lot 4
New electrical &Chorus connections
to Lot 2
Clean out & re-grade existingwatertable to new wingwall.Supply & place rock riprap
around corner (rock size 150mm,width 600mm x 8m length)
WESTO
N R
D
Construct 100mmØstormwater outlet for Lot4 to asphalt watertable
SWMT2Install Standard Hillside Sump(Fig. 3.10, NZS4404:2010) with150mmØ uPVC SN6 connection
to new stormwater line Construct 100mmØstormwater outletfor Lot 3 to kerb &
channel
Construct 100mmØstormwater outlet
for Lot 2 to asphaltwatertable
See Detail D, Sheet 15for typical culvert end
construction detail.
See Detail D, Sheet 15for typical culvert end
construction detail.
Construct 25mm OD PEsingle household service
connection for Lot 4
Install 25mm OD PE singlehousehold service connectionand electricity and fibre ducts
for future Lot 10.
Existing water, electrical &Chorus connections to new
Verify all dimensions on site before commencing work. Do notscale off drawings. Refer all discrepancies to Terramark Ltd.
Drainage & Services DesignSheet 3
Plan No.Job No.
Drawing
Revision
Scale DatumHorizontalVertical
Project Title
Sheet Title
Status Date
Notes1. Location and extent of existing services shown on
these drawings are indicative only.2. Contractor to ascertain the extent and location of all
existing underground services prior to commencingany excavation work.
3. Contractor shall reinstate and make good anydamage to existing carriageways, road markings,street signs, footpaths, street furniture, berms, utilityservices and structures.
4. Contractor to obtain 'Close Approach Permit' fromNetwork Waitaki where excavations are within 5m ofa power pole.
5. Contractor to liaise with WDC & Chorus with regardsto lowering existing water scheme pipe andunderground telecommunications services beneaththe new entrance to ROW B, and shall coordinate thetrenching programme with the repsective authoritiesto ensure there are no delays to the overallconstruction programme.
6. 150mm x 50mm uPVC heavy wall kerb adaptors shallbe used where individual 100mmØ stormwaterlaterals connect to the ROW kerb & channel.
7. Individual water connections (with restrictors) to theexisting WDC water scheme pipe are to be made inaccordance with WDC water services requirements.
P:\JOB FOLDERS\Dunedin Jobs\D11812\Engineering\D11812-6 Engineering - Plan View.dwg Plotted by: Aaron Date Plotted: 08-Dec-17 4:42:13 PM
Verify all dimensions on site before commencing work. Do notscale off drawings. Refer all discrepancies to Terramark Ltd.
Roading Design - ROW BSheet 7
Plan No.Job No.
Drawing
Revision
Scale DatumHorizontalVertical
Project Title
Sheet Title
Status Date
Notes1. Location and extent of xisting services shown on
these drawings are indicative only.2. Contractor to ascertain the extent and location of all
existing underground services prior to commencingany excavation work.
3. Contractor shall reinstate and make good anydamage to existing carriageways, road markings,street signs, footpaths, street furniture, berms, utilityservices and structures.
4. Contractor to obtain 'Close Approach Permit' fromNetwork Waitaki where excavations are within 5m ofa power pole.
P:\JOB FOLDERS\Dunedin Jobs\D11812\Engineering\D11812-6 Engineering - Plan View.dwg Plotted by: Aaron Date Plotted: 08-Dec-17 4:42:35 PM
86 Weston Road SubdivisionStage 1
6D11812
11812/6/00
DRAWING STATUS:FOR APPROVAL
For Approval 4/12/2017 - - - - - - - - - -
E
E'
F
F'
DD
'
G
G'
Existing 400mm Ø Culvert
Top of Cut Batter (1vt:2hz)
Top of Cut Batter (1vt:2hz)
Shape & grade turningbay at 3% crossfall to
drain to new dish channel
Construct new concretekerb & channel
CH 53.19 - CH 72.93
Construct new concrete dishchannel & join to new
concrete kerb & channelCH 42.14 - CH 53.19
Construct 40mm x 150mm H4timber edge around turning bay
Verify all dimensions on site before commencing work. Do notscale off drawings. Refer all discrepancies to Terramark Ltd.
Roading Design - ROW ASheet 8
Plan No.Job No.
Drawing
Revision
Scale DatumHorizontalVertical
Project Title
Sheet Title
Status Date
Notes1. Location and extent of xisting services shown on
these drawings are indicative only.2. Contractor to ascertain the extent and location of all
existing underground services prior to commencingany excavation work.
3. Contractor shall reinstate and make good anydamage to existing carriageways, road markings,street signs, footpaths, street furniture, berms, utilityservices and structures.
4. Contractor to obtain 'Close Approach Permit' fromNetwork Waitaki where excavations are within 5m ofa power pole.
P:\JOB FOLDERS\Dunedin Jobs\D11812\Engineering\D11812-6 Engineering - Plan View.dwg Plotted by: Aaron Date Plotted: 08-Dec-17 4:42:38 PM
Edge of existing seal to edge of dish channelbe constructed of:2 Coat Chipseal (Grade 3 & 5) over100mm TNZ M/4 AP40 over250mm AP 65(subject to CBR testing)over Bidim (A19) geotextile laid on subgrade
See Detail C Sheet 15for subsoil drain details
Asphalt DishChannel
Neat saw cut200mm inside edge
of existing seal
50mm
600mm
CL
Weston Road
Lot 2
Dish channel be constructed of:40mm Asphalt over100mm TNZ M/4 AP40 over200mm AP 65(subject to CBR testing)over Bidim (A19) geotextile laid on subgrade
Pro
pose
dB
ound
ary
Existing Bank
≈ 13% varies
Cross Section H - H'CH 137.27RL 77.00H H'
See Detail C Sheet 15for subsoil drain details
Upgrade existingwater table to Asphalt
Dish Channel600mm
100mmØ uPVC stormwater drain
SW outlet50mm abovechannel invert
100mm thich in-situ concrete(25MPa) protection around pipeoutlet. Trowel to smooth finish.
Existing Chip Seal Road Formation(≈ 4% crossfall)
CLEdge of existing seal to edge of dish channel be constructed of:2 Coat Chipseal (Grade 3 & 5) over100mm TNZ M/4 AP40 over250mm AP 65(subject to CBR testing)over Bidim (A19) geotextile laid on subgrade
Dish channel be constructed of:40mm Asphalt over100mm TNZ M/4 AP40 over200mm AP 65(subject to CBR testing)over Bidim (A19) geotextile laid on subgrade