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APPENDIX 2: ENGINEERING REPORT AND DRAWINGS
ENGINEERING REPORT PINE HARBOUR MARINA - COMMERCIAL/RESIDENTIAL BUILDINGS BEACHLANDS Prepared for: Pine Harbour Marina Ltd July 2017
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ENGINEERING REPORT PINE HARBOUR MARINA - COMMERCIAL/RESIDENTIAL BUILDINGS BEACHLANDS Prepared for: Pine Harbour Marina Ltd July 2017 Crang Consulting Ltd Unit 4/517 Mount Wellington Highway, Mount Wellington PO Box 42-089, Orakei, Auckland 1745 Tel: (09) 320 3325
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Email: [email protected]
Document Quality Assurance Statement
File Ref. 1194
Report
Name
Engineering Report
Report No. 1194/1
File Location p:\1194 ‐ pine harbour ‐ commercial buildings\word\engineering report rev
d\engineering report ‐ pine harbour commercial rev d.docx
Action Personnel Sign Date
Prepared Vaughan Crang
Principal 8/7/2016
Rev. A Mariela Castillero
Senior Civil Engineer 14/9/2016
Rev. B Mariela Castillero
Senior Civil Engineer 31/03/2017
Rev. C Cameron Gifford
Senior Civil Engineer 20/06/2017
Rev. D Cameron Gifford
Senior Civil Engineer 06/07/2017
Document Revision Status
Revision
No. Description
Section/
Page Author Date
0 Final VPC 11/7/16
A S92 MC 14/9/16
B Additional Council Comments MC 30/3/17
C Retail FFL Amendment CG 20/6/17
D Change to Residential Use CG 06/7/17
Pine Harbour Marina – Commercial Buildings – Engineering Report July 2017
Contents
1. Introduction ................................................................................................................................. 5
2. Earthworks .................................................................................................................................. 6
3. Water Supply ............................................................................................................................... 6
4. Wastewater ................................................................................................................................. 7
5. Stormwater ................................................................................................................................. 7
6. Road Design .............................................................................................................................. 12
7. Utility Services ........................................................................................................................... 13
8. Conclusion ................................................................................................................................. 13
Appendices
Appendix A Preliminary Engineering Drawings
Appendix B Extracts from the ICMP
Appendix C HEC‐RAS flood analysis
Appendix D Wastewater Calculations / Watercare Services
Appendix E Power and Telecom Services
Pine Harbour Marina – Commercial Buildings – Engineering Report July 2017
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1 Introduction
Crang Consulting Ltd has been commissioned by Pine Harbour Marina Ltd to assess the
existing infrastructure and complete the civil engineering to service a proposed development
of 7 commercial/residential buildings at Pine Harbour Marina.
The project will involve relocating services, installation of new services and works to the
existing roads to increase car parking numbers and to provide better pedestrian facilities at
Pine Harbour Marina.
The site is located to the south of Ranger House and beside the first three marina piers at Pine
Harbour Marina. The land is flat and is sealed for car parking. An aerial photo of the site is
shown below in Figure 1.
Figure 1. Existing Site The key infrastructure issues associated with developing the land have been identified as follows:
The extent of the flooding along the adjacent watercourse and whether any works are necessary to protect the proposed buildings.
DEVELOPMENT
SITE
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The ability to relocate and provide adequate services for the development including stormwater and wastewater reticulation, water supply and utility services.
The construction of additional parking areas and road treatment for the development.
These issues are addressed in this report.
2 Earthworks
The construction site will first be cleared of all existing features. This will include relocating a
power transformer, the demolition of a toilet block, removal of kerbs and seal. All the
demolition material will be removed off site. Any trees within the area of works will also be
removed and mulched. Some mulch will remain in site for respreads to future garden areas.
Some minor earthworks will then be necessary to prepare the site for the new buildings and
to construct the additional parking areas. The work will excavations to new subgrades and
foundation excavations. The volume is expected to be around 605m3 of cut and 270 m3 of fill
(total of 975 m3 of earthworks) over an area of approximately 7,000m2. The excess material
from the excavations will be carted off site to a cleanfill.
Sediment controls will be installed prior to the works commencing. This will involve the
installation of geotextile protection to existing cesspits and the construction of silt fences at
low points where appropriate. Once subgrades have been excavated and inspected they will
be metalled. This will minimize the time period that any land is left open.
3 Water Supply
3.1 Existing System An existing private water supply system serves the marina and associated buildings. Water is supplied from a bore at the end of Tui Brae. It is treated to NZ drinking water standards prior to being reticulated around the marina. More information about the water is at the web site www.pineharbourwater.co.nz. The water supply was recently upgraded to provide the capacity to service the new buildings at Pine Harbour and to also serve future developments in the wider catchment. The system has sufficient capacity and pressure to provide firefighting supplies. 3.2 Water Reticulation Water will be supplied to the buildings from an existing 100 dia watermain along the north side of the property. Existing water supply for this site and the adjacent areas are included in Appendix A, Existing Services.
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4 Wastewater 4.1 Existing Reticulation Pine Harbour is well serviced with a wastewater reticulation network that discharges to a public pumping station. Watercare recently upgraded the Pump Station to allow for the development of Pine Harbour and the New Avenues catchment. Wastewater services available in the area from Watercare are included in Appendix D. All existing wastewater reticulation is included in Engineering Drawing C140 – C142. 4.2 Proposed Reticulation New 150 mm dia sewers will be installed under the existing road to replace an existing sewer that is to be removed as part of the project as it is located under the line of the proposed buildings. New connections will be provided off the new line for each building. Wastewater Design Flow calculations were conducted to account for a commercial building land use on the ground floor and residential use for levels 2 and 3. A total Peak Wet Weather flow was estimated at 7.15 L/s from this proposed site. The proposed 150 mm wastewater pipe at 1% min grade has a total capacity of 15.46 L/s. The reticulation network for this site and wastewater longsections are included in Appendix A Engineering Drawing C500, C501 and C505. Wastewater design flow calculations are included in Appendix D.
5 Stormwater
5.1 Existing Reticulation
Existing stormwater reticulation exists for the site that currently caters for the sealed parking areas. This reticulation discharges to the marina basin. The existing Stormwater infrastructure is shown on existing services drawings C140‐C142. 5.2 Discharge Consent
A stormwater discharge consent was issued for the discharges occurring from the existing sealed areas. It was issued to Pine Harbour Marina (permit 38642 and 38643 – dated 2004) and has now been transferred to Auckland Council.
The consent allows for the discharges occurring from the current marina and proposed
developments. For the catchment that the proposed development is located the requirements are as follows:
‐ Roof materials are to be constructed of inert materials
‐ Cesspits located on existing roads and sealed areas are to have smart sponge filter
enviropods retrofitted to provide stormwater treatment.
The requirements of the discharge consent will be met as part of the development.
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5.3 Proposed Reticulation
A new stormwater reticulation system will be installed that discharges to the same existing outlets. This will replace the existing system that would otherwise be located under the building. The upstream catchment will be connected to the system. The proposed reticulation network is included in Appendix A. New connection will be provided off this system for each building. 5.4 Coastal Inundation The natural resources and hazards sections of the Auckland Unitary Plan (AUP) are now in effect. The AUP requires that habitable floors of buildings be 0.5m above the current coastal inundation level (RL 2.44) plus 1m to allow for sea level rise. This would set the minimum habitable floor levels at RL 3.94m. The proposed buildings lower levels do not contain habitable floors. The proposed lower levels will be used for garage and commercial/retail space, and are proposed at RL=3.0m and RL=2.6m respectively. Residential levels are at RL 6.0m. A flood protection wall is proposed along the existing open drain channel that runs along the proposed building. This wall has been designed to provide 500 mm freeboard above the 100‐year flood levels, as discussed in section 5.5.1 below. The AUP does require that all new buildings in coastal inundation areas must be designed to ensure that structural integrity will be maintained during a 1% AEP storm tide event. This will be addressed at the building consent stage. 5.5 Stormwater Flooding On the southern side of the proposed buildings is a formed open channel that has been rock lined. This channel has a significant upstream catchment that includes the residential developments of Beachlands New Avenues.
Beca on behalf of Auckland Council undertook significant flood modelling and option assessments to enable the completion of an integrated catchment management plan (ICMP) to enable a discharge consent to be lodged for the catchment. A copy of parts of the ICMP showing the flood levels and 100 yr ARI flows and maps is included in Appendix B. The report included an assessment of flood risks at Pine Harbour and proposals to mitigate those risks. Below in Figure 2 is a copy of the flood plain map showing a spill occurring through the Pine Harbour Marina according to the ICMP.
In order to mitigate the flood risk from the upstream catchment, Auckland Council proposed a bund along the stream edge to prevent the spill. This bund would prevent flooding and therefore minimise any risk to buildings and people. Final design of this bund was not undertaken by Auckland Council for the ICMP report, and it was required for this proposal that a final design of the wall be provided by surveying additional cross sections along the existing channel.
The proposed building floor levels are at RL 2.6 and RL 3.0 meters, part of the lower level will be below the adjacent flood level. The flood plain will however be modified by the proposed flood protection wall, so that the site is free from any inundation from the existing channel at the location where the proposed buildings will be erected, as shown in Engineering Drawing
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C415 in the Appendix. The proposed location of the wall as well as top of wall elevation and sections are shown in Engineering Drawings C400 – C410 in Appendix A. The design of the height of this wall is discussed below.
Figure 2. Flood Plain through Pine Harbour Marina
Figure 3. Proposed Wall and Surveyed Channel Cross Sections
Figure 3 shows the location of the surveyed cross sections by Surveyworx that were used in HEC‐RAS model by Crang Civil to better define the existing topography and levels next to the
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location of the proposed buildings. Engineering Drawings C110 and C111 in the appendix show these sections in more detail.
5.5.1 HEC‐RAS Model of Existing Channel for Flood Protection Wall Design
The proposal includes the construction of a concrete flood protection wall instead of an earth bund. This wall will achieve the same requirements as an earth bund while occupying less space. Crang Civil has prepared a new HEC‐RAS model of the existing open channel that is located south of the proposed buildings, based on a report for Duckie Development by Watershed Engineering Ltd., Beachlands Model Stewardship: 110 Jack Lachlan Drive (26 Feb. 2015). This report updates the 100yr ARI design flows from BECA ICMP and it is included in the Appendix.
The reason for the update of the ICMP by Duckie Development was the removal of Formosa dam, and adding a new stormwater pond as well as a designed channel with a larger cross section, which was re‐routed around the new pond. These changes are now in place and constitute existing conditions for this proposal.
The HEC‐RAS model by Crang Civil is based on these changes at Duckie Development already in place, and takes into account 100‐yr ARI flows as resulted from Duckie’s model (shown in Table 1 below) without Formosa Dam, with a new pond and designed channel already built, and after the addition of a flood protection wall. The results of the updated HEC‐RAS model by Crang Civil are included in Appendix C.
Table 1 –Duckie Development 100yr flows, Beachlands Model Stewardship, 110 Jack Lachlan Drive (Watershed Engineering Ltd).
Results of the model indicate that during existing conditions the project site is partially subject to 100‐yr ARI floods (between channel sections 95 to 220) spilling from the existing channel. Figure 3 and Engineering Drawings C110 and C111 show the location of the surveyed cross sections by Surveyworx that were used in HEC‐RAS to properly represent the existing topography and levels next to the location of the proposed buildings, as well as the location of the proposed flood protection wall.
As can be observed in Figures 4 and 5 below, 100‐yr ARI water levels would be contained by a proposed wall that is erected above 100 year floods. This resulted in a top of wall of RL 3.1m
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at Ch. 50 and RL 4.1m at Ch 240 for the proposed wall, if using Duckie’s 40% impervious w/ climate change plus a safety freeboard. This freeboard will also allow for protection in the 75% impervious with climate change as modelled by Watershed Engineering Ltd.
Figure 4. HEC‐RAS model with flood protection wall
Figure 5. Sections at Ch. 173 and Ch. 149 adjacent to proposed site, modelled with flood wall above 100yr ARI flows, 40% impervious with climate change
Tables 2 below shows the proposed 100yr ARI water surface elevations along the existing channel that will result after the construction of a flood protection wall. Since water will be contained within the channel by the wall, levels would rise during 100 yr floods that were previously spilling towards the proposed building location.
Although the lower levels of the proposed development do not contain habitable floors, as discussed in section 5.4 above, the proposed wall has been designed with a 300 mm freeboard above the 100‐yr w/ CC, 40% impervious flows, which will also protect the buildings in the 100‐yr w/ CC 75% impervious flows that resulted after Duckie Development. It must be noted that further development upstream along this catchment can impact these 100yr flood levels and the effectiveness of this wall if not mitigated in the future to the pre‐development 100‐yr
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ARI flood events. Therefore, if development continues, the entire catchment will need to be reassessed in the future for impact on this flood protection wall and existing channel during 100 flood events.
Table 2 –100yr Flood Water Surface Levels (W.S. Elev) based on 100 yr flows for Duckie Development.
Where the model indicated that 100‐yr ARI floods would spill more critically (Ch. 140 to Ch 220) towards the proposed buildings, the wall height was increased to provide further protection for the buildings. These results and a long section of the proposed wall are included in Engineering Drawing C415 and in Appendix C.
6 Road Design The existing right of way will be used for access to the new buildings. Some upgrading of that road will be undertaken including the following: ‐ Lowering the existing road long section to allow for proper drainage of the building lower
(garage) level towards the road. ‐ Parallel and 90 degree parking on the southern side. This will involve widening the
carriageway and providing stormwater controls. ‐ A footpath on the southern side to direct pedestrians to crossing points that flow through
between buildings.
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‐ Replacement of kerbs on the northern side with a dished channel to enable access to the building garages.
‐ Vehicle crossings using different textured materials on the northern side. Details of the road construction including typical sections, cross sections and a long section are shown in Engineering Drawings C300‐315 in Appendix A.
7 Utility Services
Power by Vector and telecom by Chorus can be supplied to the buildings from the existing network. Appendix E and Engineering drawings C140 – 142 provide information of the location of existing Vector services and telecom lines. The work will also include for the relocation of any existing services within the building platform and the relocation of a transformer.
8 Conclusion
The civil engineering for the development of the commercial buildings at Pine Harbour can be summarized as follows:
Minimal earthworks of approximately 605m3 of cut and 270 m3 of fill will be required for the preparation of building subgrades, car parking areas and foundations. Sediment controls will be installed and maintained to TP90 standard.
Wastewater servicing can be provided for the development in compliance with Watercare’s engineering requirements and connected to an existing adequate system.
New stormwater infrastructure can be provided and connected to the existing reticulation and outlets. Stormwater treatment will be provided in accordance with the discharge consent. Stormwater plans and long sections are included in Engineering Drawing C400‐405 in Appendix A.
Although the proposed buildings are located in an area subject to 100yr floods, the lower levels are not habitable floors, and flood protection for the entire development can be provided by a flood protection wall, which has been designed to convey post‐development flood waters within the existing open channel, based on 100yr ARI flows modelled for Beachlands Model Stewardship: 110 Jack Lachlan Drive (by Watershed Engineering).
Water can be supplied to the development from the existing 100 mm watermains at Pine Harbour. The water supply system provides for firefighting pressures.
Road upgrading works are proposed to enable additional car parks to be constructed and to provide a safer environment for pedestrians. Lowering the existing road long section will be required to properly drain the building garage (lower level).
It is considered that there is adequate existing infrastructure in the immediate vicinity such that it does not restrict or constrain the proposed development. The effect of the proposed development on the existing infrastructure is considered to be less than minor.
Pine Harbour Marina – Commercial Buildings – Engineering Report July 2017
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APPENDIX A PRELIMINARY ENGINEERING DRAWINGS
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APPENDIX B EXTRACT FROM THE ICMP AND DUCKIE DEVELOPMENT
BEACHLANDS MODEL BY WATERSHED ENGINEERING
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APPENDIX C HEC‐RAS FLOOD ANALYSIS
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APPENDIX D WASTEWATER CALCULATIONS/
WATERCARE SERVICES
Pine Harbour Marina – Commercial Buildings – Engineering Report July 2017
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APPENDIX E POWER AND TELECOM SERVICES
PINE HARBOUR MARINA LTD
LOCALITY PLAN
Phone : +64 09 281 4979
Web : www.crangcivil.co.nz
Address : Unit 4, 517 Mount Wellington Highway, Auckland, NZ
Post : PO Box 42-089, Orakei, Auckland 1745, NZ
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This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
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PROJECT No
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DRAWING No REVISION
TITLE
PROJECT
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SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
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MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
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PROJECT
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SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
:\1
19
4 - P
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0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
VC07/07/16
MC 31/03/17REVISIONB
D
CG 20/06/17FINISHED FLOOR LEVELSC
CG 13/07/17PROJECT TITLE UPDATEDD
C121
BO
UN
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EXISTING
PUMP STATION
3.0
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C121
1:500
1:250
FINISHED LEVELS
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
:\1
19
4 - P
in
e H
arb
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om
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in
gs\D
RA
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\C
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EV
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- Ju
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3, 2
01
7. P
RIN
TE
D: Ju
ly 1
3, 2
01
7
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
VC07/07/16
MC 31/03/17REVISIONB
D
CG 20/06/17FINISHED FLOOR LEVELSC
CG 13/07/17PROJECT TITLE UPDATEDD
EXISTING RIGHT OF WAYBOUNDARYBOUNDARYMARINA BASINEXISTINGPUMP STATION
Surface Analysis: Elevation Ranges
Number
1
2
3
4
Color Minimum Elevation(m)
-1.257
-1.000
0.000
1.000
Maximum Elevation(m)
-1.000
0.000
1.000
2.128
Area(m²)
49.2
5529.8
1214.8
46.9
Volume(m³)
4.6
1066.2
170.1
12.5
EXISTING RIGHT OF WAY
BOUNDARY
BO
UN
DA
RY
MARINA BASIN
EXISTING
PUMP STATION
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
:\1194 - P
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arbour - C
om
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130 C
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RIN
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PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
BUILDINGS
C130
1:1000
1:500
CUT FILL DEPTH PLAN
VC 07/07/16
MC 31/03/17REVISIONB
²²
³³
D
CG 20/06/17FINISHED FLOOR LEVELSC
CG 13/07/17PROJECT TITLE UPDATEDD
SW
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W
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PUMP STATION
C140
C140 C
1:500
1:250
EXISTING SERVICES
PLAN
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
:\1
19
4 - P
in
e H
arb
ou
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me
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in
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RIN
TE
D: Ju
ly 1
3, 2
01
7
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
MC
VC
13/09/16
07/07/16
S92 COMMENTSA
MC 31/03/17REVISIONB
CG 13/07/17PROJECT TITLE UPDATEDC
SW
SW SWSW SW
SW SWSW SW
SW SWSW
SW SW
SW
SW
SW
S
W
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BO
UN
DA
RY
EXISTING
PUMP STATION
C141
C141 C
1:500
1:250
EXISTING SERVICES
PLAN
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
:\1
19
4 - P
in
e H
arb
ou
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om
me
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in
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0 E
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P
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N.d
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3, 2
01
7. P
RIN
TE
D: Ju
ly 1
3, 2
01
7
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
MC
VC
13/09/16
07/07/16
S92 COMMENTSA
MC 31/03/17REVISIONB
CG 13/07/17PROJECT TITLE UPDATEDC
SW
SW
SW
SW
SSSS
SSSS SS
SSSS
SS SS SSSS
SSSS SS
SSSS
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SSSS
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C142 C
1:500
1:250
EXISTING SERVICES
PLAN
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
:\1
19
4 - P
in
e H
arb
ou
r - C
om
me
rcia
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in
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RA
WIN
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\C
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0 E
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G S
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VIC
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P
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N.d
wg - Ju
ly 1
3, 2
01
7. P
RIN
TE
D: Ju
ly 1
3, 2
01
7
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
MC
VC
13/09/16
07/07/16
S92 COMMENTSA
MC 31/03/17REVISIONB
CG 13/07/17PROJECT TITLE UPDATEDC
SW
SW
SW
SW
SW
S
W
S
W
S
W
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W
S
W
S
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W
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PLAN
“
”
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
:\1
19
4 - P
in
e H
arb
ou
r - C
om
me
rcia
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uild
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RA
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ly 1
3, 2
01
7
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
VC 07/07/16
MC 31/03/17REVISIONB
D
CG 20/06/17C
FINISHED FLOOR LEVELS
& NORTH SILT FENCE
CG 13/07/17PROJECT TITLE UPDATEDD
SW
SW
SW
SW
SW
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EXISTING
PUMP STATION
C201
2
.
0
2
.
0
2
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0
2
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0
3
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0
3
.
0
3
.
0
3.0
3
.
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3
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3
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0
3
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0
3
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0
3
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3
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4
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4
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0
1
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1
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1
7
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0
1
8
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3.0
4.0
2.8
3.2
3.4
3.6
3.8
4.2
C201
1:500
1:250
EROSION AND
SEDIMENT CONTROL
PLAN
“
”
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
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A3DESIGNED
DRAWN
DATE
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Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
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19
4 - P
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in
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- Ju
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3, 2
01
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RIN
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D: Ju
ly 1
3, 2
01
7
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
VC 07/07/16
MC 31/03/17REVISIONB
D
CG 20/06/17C
FINISHED FLOOR LEVELS
& NORTH SILT FENCE
CG 13/07/17PROJECT TITLE UPDATEDD
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
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A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
:\1194 - P
ine H
arbour - C
om
mercial B
uildings\D
RA
WIN
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\C
210 E
RO
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.dw
g - July 13, 2017. P
RIN
TE
D: July 13, 2017
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
BUILDINGS
C210 B
N.T.S
N.T.S
EROSION AND SEDIMENT
CONTROL STANDARD
DETAILS
CGPROJECT TITLE UPDATEDB
A S92 COMMENTS MC
13/09/16
VC
07/07/16
13/07/17
EXISTING RIGHT OF WAY
BOUNDARY
BO
UN
DA
RY
MARINA BASIN
EXISTING
PUMP STATION
TP: 1
08.5
TP: 1
85.5
Mid: 202.5
TP: 219.6
TP: 244.4
Mid: 261.4
TP: 2
78.5
C300
K
&
N
K
&
N
K
&
N
K
&
N
K&N
K
&
N
K&N
K
&
N
K&
N
K&N
K&
N
K&
N
K&N
EXCP
EXCP EXDCP
E
X
D
C
P
EXDCP
EXDCP
EXDCP
EXCP
2
C310
3
C311
1
C
3
1
0
C
h: 100.00
Ch
: 1
50
.0
0
C
h
:
2
0
0
.
0
0
C
h
:
2
5
0
.
0
0
1.00
1.001.00
1.00
1.00 1.00 1.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00 2.00 2.00
3.00
3.003.003.00
3.003.00
3.00
3.00
3.00
4.00
4.00
4.00
5.00
5.00
5.00
6.00
6.00
6.00
7.00
7.00
7.00
8.00
8.00
8.00
9.00
9.00
9.00 10.00
10.00
10.00 11.00
11.00
11.00 12.00
12.00
12.00 13.0013.0013
.00 14.00
14.00
14.00 15.00
15.00
15.00 16.00
16.0016.0
0
17.00
17.00
18.00
18.00
3.00
4.00
2.80
2.80
3.20
3.40
3.60
3.80
4.20
4.40
3.00 3.
00
3.00
2.80
CH: 1
00.0
CH: 1
10.0
CH: 1
20.0
CH: 1
30.0
CH: 1
40.0
CH: 1
50.0
CH: 1
60.0
CH: 1
70.0
CH: 1
80.0
CH: 1
90.0
CH: 200.0CH: 210.0
CH: 220.0
CH: 230.0
CH: 240.0
CH: 250.0
CH: 260.0
CH: 2
70.0
CH: 2
80.0
LEGEND
C300 D
1:500
1:250
ROADING PLAN
EXISTING CONTOURS
VC07/07/16
PROPOSED KERB
PROPOSED FOOTPATH
PROPOSED CHANNEL
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
:\1
19
4 - P
in
e H
arb
ou
r - C
om
me
rcia
l B
uild
in
gs\D
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\C
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OA
DIN
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N.d
wg - Ju
ly 1
3, 2
01
7. P
RIN
TE
D: Ju
ly 1
3, 2
01
7
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
PROPOSED CONTOURS
EXCP = EXISTING CESSPITS
K & N = VERTICAL KERB & NIB
EXDCP = EXISTING DOUBLE CESSPITS
DC = DISHED CHANNEL
EXISTING KERB TO BE REMOVED
MC 31/03/17REVISIONB
CG 20/06/17FINISHED FLOOR LEVELSC
CG 13/07/17PROJECT TITLE UPDATEDD
BO
UN
DA
RY
EXISTING
PUMP STATION
TP: 72.0
Mid
: 90.
3
TP: 1
08.5
C301
K
&
N
K
&
N
K
&
N
K&
N
K&N
K&
N
K&
N
K&N
K
&
N
K
&
N
EXDCP
EXDCP
EXDCP
K
&
N
K
&
N
3
C311
4
C
3
1
1
E
X
C
P
CH: 8.0
C
h
:
5
0
.
0
0
C
h: 100.00
Ch
: 1
50
.0
0
1.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
3.00
3.00
3.00
3.00
3.00
4.00
4.00
4.00
4.00
5.00
5.00
5.00
5.00
6.00
6.00
6.00
7.00
7.00
7.00
8.00
8.00
8.00
9.00
9.00
9.00
10.00
10.00
10.00
11.00
11.00
11.00
12.00
12.00
12.00
13.00
13.00
13.00
14.00
14.00
15.00
15.00
16.00
16.00
17.00
3.00
4.00
2.803.
20
3.40
3.60
3.80
4.20
3.00 3.
00
3.00
2.80
CH: 0.0
CH: 10.0
CH: 20.0
CH: 30.0
CH: 40.0
CH: 50.0
CH: 60.0
CH: 70.0
CH: 80.0
CH: 9
0.0
CH: 1
00.0
CH: 1
10.0
CH: 1
20.0
CH: 1
30.0
CH: 1
40.0
CH: 1
50.0
LEGEND
C301
1:500
1:250
ROADING PLAN
EXISTING CONTOURS
VC07/07/16
PROPOSED KERB
PROPOSED FOOTPATH
PROPOSED CHANNEL
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
:\1
19
4 - P
in
e H
arb
ou
r - C
om
me
rcia
l B
uild
in
gs\D
RA
WIN
GS
\C
30
0 R
OA
DIN
G P
LA
N.d
wg - Ju
ly 1
3, 2
01
7. P
RIN
TE
D: Ju
ly 1
3, 2
01
7
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
PROPOSED CONTOURS
EXCP = EXISTING CESSPITS
K & N = VERTICAL KERB & NIB
EXDCP = EXISTING DOUBLE CESSPITS
DC = DISHED CHANNEL
EXISTING KERB TO BE REMOVED
MC 31/03/17REVISIONB
D
CG 20/06/17FINISHED FLOOR LEVELSC
CG 13/07/17PROJECT TITLE UPDATEDD
DATUM 0.00mDESIGN LEVELS
EXISTING LEVELS
CUT(-) / FILL(+)
HORIZONTAL
VERTICAL
CHAINAGE
CL - RIGHT OF WAYSCALE 1H:5V
4.35
4.31
4.08
3.86
3.64
3.62
3.44
3.27
3.14
3.13
3.11
3.01
2.90
2.89
2.79
2.75
2.74
2.73
2.73
2.74
2.76
2.79
2.82
2.85
2.88
2.91
2.92
2.94
2.97
2.98
3.02
3.16
3.17
3.41
3.63
3.75
3.91
4.11
4.47
4.55
4.31
4.13
3.95
3.77
3.59
3.40
3.22
3.20
3.11
3.01
3.01
2.94
2.91
2.91
2.86
2.90
2.95
2.96
3.02
3.10
3.14
3.18
3.23
3.32
3.33
3.38
3.55
3.56
3.80
4.05
4.16
4.27
4.47
4.53
4.80
4.91
4.93
5.00
0.00
-0.0
1
-0.0
5
-0.0
9
-0.1
3-0
.13
-0.1
6
-0.1
4
-0.0
9-0
.09
-0.1
0
-0.1
2-0
.12
-0.1
5
-0.1
6
-0.1
4-0
.13
-0.1
3
-0.1
4
-0.1
6
-0.1
5
-0.1
8
-0.2
3
-0.2
3
-0.3
0
-0.3
5-0
.36
-0.3
6
-0.3
9
-0.3
9
-0.3
4-0
.30
-0.1
6
0.00
L: 72.00 L: 36.50R: 59.93
L: 77.01 L: 34.06R: 40.73
L: 24.78 L: 34.10R: 41.29
L: 11.54
G: -2.21%L: 32.85
K: 28.00L: 28.30
K: 10.00L: 33.01
G: -1.20%L: 19.76
G: 0.31%L: 78.41
K: 24.00L: 36.17
G: 3.61%L: 23.49
0.00
8.00
10.0
0
20.0
0
30.0
0
40.0
040
.85
50.0
0
60.0
0
69.1
570
.00
72.0
0
80.0
0
88.9
290
.00
100.
00
108.
5011
0.00
117.
7612
0.00
125.
08
130.
00
140.
00
150.
00
160.
00
170.
00
180.
00
185.
5119
0.00
200.
0020
3.49
210.
00
219.
5722
0.00
230.
00
236.
5124
0.00
244.
35
250.
00
260.
00
270.
00
278.
4628
0.00
290.
00
IP
3.310
IP
3.030
IP
2.685
28.304 36.169 33.011
LEGEND
C305 C
1:1000
1:500
ROADING
LONGSECTION
VC07/07/16
FINISHED LEVELS
RL 3.0m FLOOR LEVEL
DRAWING No REVISION
TITLE
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0 R
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01
7. P
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01
7
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
EXISTING LEVELS
MC 13/09/16S92 COMMENTSA
MC 31/03/17REVISIONB
CG 13/07/17PROJECT TITLE UPDATEDC
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PROJECT No
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.dw
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0 ORIGINAL ISSUE
BUILDINGS
C310 B
1:50
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ROADING TYPICAL
CROSS SECTIONS
CGPROJECT TITLE UPDATEDB
A S92 COMMENTS MC
13/09/16
VC
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13/07/17
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PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
BUILDINGS
C311 B
1:50
1:25
ROADING TYPICAL
CROSS SECTIONS
CGPROJECT TITLE UPDATEDB
A S92 COMMENTS MC
13/09/16
VC
07/07/16
13/07/17
Datum: 0.00
PROPOSED LEVELS
EXISTING LEVELS
LEVEL DIFFERENCE
OFFSETS
CH: 50.000
Datum: 0.00
PROPOSED LEVELS
EXISTING LEVELS
LEVEL DIFFERENCE
OFFSETS
CH: 100.000
Datum: 0.00
PROPOSED LEVELS
EXISTING LEVELS
LEVEL DIFFERENCE
OFFSETS
CH: 150.000
Datum: 0.00
PROPOSED LEVELS
EXISTING LEVELS
LEVEL DIFFERENCE
OFFSETS
CH: 200.000
Datum: 0.00
PROPOSED LEVELS
EXISTING LEVELS
LEVEL DIFFERENCE
OFFSETS
CH: 250.000
3.18
3.18
0.00
4.00
3.23
0.77
3.63
3.63
0.00
3.44
3.62
-0.1
8
3.33
3.48
-0.1
5
3.44
3.59
-0.1
6
3.33
3.51
-0.1
8
3.44
3.60
-0.1
73.
623.
590.
03
-9.7
68-9
.667
-8.9
00-7
.700
-3.5
50
0.00
0
3.55
0
7.70
08.
636
2.88
2.86
0.02
2.84
2.86
-0.0
22.
912.
870.
04
2.85
2.91
-0.0
52.
922.
93-0
.01
2.81
2.81
0.00
2.68
2.85
-0.1
8
2.78
2.94
-0.1
6
2.68
2.81
-0.1
32.
812.
93-0
.13
3.00
2.97
0.03
3.00
2.87
0.13
2.60
2.76
-0.1
62.
602.
69-0
.09
2.60
2.69
-0.0
9
-10.
165
-9.6
61-8
.397
-5.8
60-5
.150
-4.3
99-3
.550
0.00
0
3.55
04.
268
5.78
6
10.6
90
14.8
1616
.713
16.8
18
2.71
2.72
-0.0
14.
002.
741.
263.
002.
880.
122.
933.
05-0
.12
2.86
3.25
-0.3
8
2.97
3.32
-0.3
5
2.86
3.21
-0.3
4
2.98
3.18
-0.2
03.
003.
16-0
.16
2.97
3.06
-0.0
9
2.95
2.98
-0.0
2
2.92
2.80
0.12
2.80
2.71
0.09
2.60
2.58
0.02
2.60
2.58
0.02
4.08
3.80
0.28
4.23
3.86
0.37
4.15
3.93
0.22
4.01
4.19
-0.1
8
4.11
4.27
-0.1
6
4.01
4.17
-0.1
64.
074.
15-0
.07
4.08
4.12
-0.0
4
-10.
586
-9.7
55-8
.850
-3.5
50
0.00
0
3.55
04.
259
4.53
0
2.48
2.48
0.00
4.00
2.52
1.48
2.83
2.83
0.00
2.89
2.87
0.02
2.86
2.93
-0.0
7
2.71
2.92
-0.2
0
2.82
2.96
-0.1
4
2.71
2.80
-0.0
82.
953.
00-0
.06
2.96
2.97
-0.0
12.
952.
920.
03
2.93
2.83
0.09
2.65
2.63
0.03
2.60
2.59
0.01
-14.
343
-14.
239
-13.
466
-12.
386
-8.8
50
-3.5
50
0.00
0
3.55
04.
881
9.39
710
.427
12.1
36
16.6
5017
.437
-8.3
51-8
.249
-7.4
20-6
.350
-3.5
50
0.00
0
3.55
0
7.78
38.
486
11.3
47
13.4
13
16.3
38
18.3
43
21.4
7221
.561
100YR OLFP Q=0.34m
3
/s
100YR OLFP Q=0.34m
3
/s
100YR OLFP Q=0.34m
3
/s
100YR OLFP Q=0.34m
3
/s
100YR OLFP Q=0.34m
3
/s
C315
1:1000
1:500
ROADING
CROSS SECTIONS
VC07/07/16
DRAWING No REVISION
TITLE
PROJECT
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PINE HARBOUR
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PROJECT No
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PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
MC 31/03/17REVISIONB
D
CG 20/06/17FINISHED FLOOR LEVELSC
CG 13/07/17PROJECT TITLE UPDATEDD
SW
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
SW
SW
SW
SW
SW
SW
SW
SW
SW
EXISTING RIGHT OF WAY
BOUNDARY
BO
UN
DA
RY
MARINA BASIN
EXISTING
PUMP STATION
C400
1.00
1.001.00
1.00
1.00 1.00 1.00
2.00
2.00
2.00
2.00
2.00
2.00
2.002.00 2.00
3.003.003.003.00
3.003.00
3.00
3.00
3.003.00
3.00
3.00
3.00
4.00
4.00
4.00
4.00
4.00
5.00
5.00
5.00
6.00
6.00
6.00
7.00
7.00
7.00
8.00
8.00
8.00
9.00
9.00
9.00
10.00
10.00
10.0
0
11.00
11.00
11.0
0
12.00
12.00
12.0
0
13.00
13.00
13.0
0
14.00
14.00
14.0
0
15.00
15.00
15.0
0
16.00
16.00
17.00
17.00
18.00
18.0
0
18.00
3.00
4.00
2.80
3.20
3.40
3.60
3.80
4.20
4.40
C400
1:500
1:250
STORMWATER
PLAN
VC 07/07/16
MC 31/03/17REVISIONB
DRAWING No REVISION
TITLE
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Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
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PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
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PROJECT No
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TE
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3, 2
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PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
D
CG 20/06/17FINISHED FLOOR LEVELSC
CG 13/07/17PROJECT TITLE UPDATEDD
SW
SW SW SW SW SW SW SW SW SW SW
SW
SW
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
SW
SW
SW
SW
SW
SW
SW
SW
SW
BO
UN
DA
RY
EXISTING
PUMP STATION
SHEET 2
1.00
2.00
2.00
2.00
2.00
2.00
3.003.00
3.00
3.00
3.00
4.00
4.00
5.00
5.00
6.00
6.00
7.00
7.00
8.00
8.00
9.00
9.00
10.00
10.00
11.00
11.00
12.00
12.00
13.00
13.00
14.00
14.00
15.00
15.0016.00
17.00
3.00
4.00
2.80
3.20
3.40
3.60
3.80
4.20
C401
1:500
1:250
STORMWATER
PLAN
VC 07/07/16
MC 31/03/17REVISIONB
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
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www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
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PROJECT No
1194
SA
VE
D: P
:\1
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4 - P
in
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arb
ou
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om
me
rcia
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0, 2
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7. P
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D: Ju
ly 1
3, 2
01
7
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
D
CG 20/06/17FINISHED FLOOR LEVELSC
CG 13/07/17PROJECT TITLE UPDATEDD
CH: 3.6
CH: 20.0
CH: 40.0
CH: 60.0
CH: 8
0.0
CH: 1
00.0
CH: 1
20.0
CH: 140.0
CH: 160.0
CH: 180.0
CH: 200.0
CH: 220.0
CH: 240.0
CH: 260.0
CH: 2
80.0
CH: 3
00.0
CH: 3
20.0
CH: 3
40.0
CH: 3
60.0
CH: 3
80.0
CH: 400.0
CH: 420.0
CH: 4
40.0
CH: 4
60.0
C
h
:
3
.
5
5
C
h
:
2
1
.
8
2
C
h
:
5
3
.
8
1
C
h
: 9
5
.2
4
C
h
: 1
2
5
.9
4
C
h
:
1
4
8
.
3
8
C
h
:
1
7
3
.
0
1
C
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:
2
0
0
.
3
0
C
h
:
2
3
0
.
6
6
C
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:
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.
7
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0
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9
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4
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C
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1
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.
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0
0.00
0.00
2.50
2.502.50
2.50
2.50
2.50
5.00
5.00
5.00
5.00
7.50
7.50
7.50
7.50
10.00
10.00
10.00
12.50
12.50
12.50
15.00
15.00
15.00
17.50
17.50
17.50
17.5017.50
20.00
2.502.
50
5.00
7.50
10.0
012
.50
15.0
0
17.5017.50
17.5
0
20.0
0
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
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COPYRIGHT:
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Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
JULY 2017
SA
MC
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web
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post
PROJECT No
1194
SA
VE
D: P
:\1
19
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in
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arb
ou
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om
me
rcia
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uild
in
gs\D
RA
WIN
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2 H
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AS
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L
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T.d
wg - Ju
ly 1
3, 2
01
7. P
RIN
TE
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4, 2
01
7
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
BUILDINGS
HEC-RAS
CROSS SECTIONS
LAYOUT
AC402
1:250
1:500
MC 18/04/17
CG 13/07/17PROJECT TITLE UPDATEDA
Datum 0.00mFINISHED LEVEL
PIPE INVERT LEVEL
PIPE COVER
PIPE DETAILS
DISTANCE
SWMH 1.1 TO SW OUTLET 1.4SCALE 1H:2V
2.60
2.67
2.79
1.12
1.27
1.35
1.50
1.55
1.67
-0.1
8
1.00
1.00
0.92
0.87
0.86
300 mm RCRRJ@ 2.20%
225 mm RCRRJ@ 1.00%
225 mm RCRRJ@ 0.76%
6.7m 14.5m 16.9m
Datum 0.00mFINISHED LEVEL
PIPE INVERT LEVEL
PIPE COVER
PIPE DETAILS
DISTANCE
SWMH 1.2 TO 1.3SCALE 1H:2V
SWM
H 1
.110
50m
m∅ M
ANH
OLE
TOP
LL =
2.7
9m
2.67
2.75
1.55
1.88
0.87
0.62
225 mm RCRRJ@ 0.80%
SWM
H 1
.210
50m
m∅ M
ANH
OLE
TOP
LL =
2.6
7m
SWM
H 1
.310
50m
m∅ M
ANH
OLE
TOP
LL =
2.7
5m
41.5m
SWM
H 1
.210
50m
m∅ M
ANH
OLE
TOP
LL =
2.6
7m
Datum 0.00mFINISHED LEVEL
PIPE INVERT LEVEL
PIPE COVER
PIPE DETAILS
DISTANCE
EXSWMH 2.4 TO SW OUTLET 2.5SCALE 1H:2V
2.60
2.87
2.93
3.20
3.00
0.83
1.05
1.14
1.30
1.35
1.53
1.58
1.76
1.81
1.89
-0.1
8
1.21
1.21
1.31
1.26
1.15
1.10
1.18
1.13
0.86
300 mm RCRRJ@ 3.05%
225 mm RCRRJ@ 1.12%
225 mm RCRRJ@ 1.00%
225 mm RCRRJ@ 1.00%
225 mm RCRRJ@ 1.00%
7.3m 14.7m 17.7m 18.3m 7.9m
SWM
H 2
.110
50m
m∅ M
ANH
OLE
TOP
LL =
2.8
7m
SWM
H 2
.210
50m
m∅ M
ANH
OLE
TOP
LL =
2.9
3m
SWM
H 2
.310
50m
m∅ M
ANH
OLE
TOP
LL =
3.2
0m
EXSM
H 2
.410
50m
m∅ M
ANH
OLE
TOP
LL =
3.0
0m
C405
1:500
1:250
STORMWATER
LONGSECTIONS
VC 07/07/16
MC 31/03/17REVISIONB
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
:\1
19
4 - P
in
e H
arb
ou
r - C
om
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uild
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TO
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WA
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wg - Ju
ly 1
3, 2
01
7. P
RIN
TE
D: Ju
ly 1
3, 2
01
7
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
D
CG 20/06/17FINISHED FLOOR LEVELSC
CG 13/07/17PROJECT TITLE UPDATEDD
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
:\1194 - P
ine H
arbour - C
om
mercial B
uildings\D
RA
WIN
GS
\C
410 S
TO
RM
WA
TE
R C
HA
NN
EL C
RO
SS
S
EC
TIO
NS
.dw
g - M
arch 31, 2017
. P
RIN
TE
D: July 13, 2017
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
BUILDINGS
C410 C
1:1000
1:500
STORMWATER
CHANNEL
CROSS SECTIONS
MC
VC
13/09/16
07/07/16
S92 COMMENTSA
MC 31/03/17REVISIONB
CG 13/07/17PROJECT TITLE UPDATEDC
DATUM 0.00mTOP OF WALL
DUCKIE 100YR 40% IMP.
EXISTING GROUND
WALL HEIGHT
CHAINAGE
PROPOSED WALL LONGSECTIONSCALE 1H:5V
3.55
10.0
0
20.0
0
30.0
0
40.0
0
50.0
0
53.0
0
60.0
0
70.0
0
80.0
0
90.0
0
95.0
0
100.
00
110.
00
120.
00
125.
00
130.
00
140.
00
148.
0015
0.00
160.
00
170.
00
2.44
2.42
2.39
2.50
2.61
2.73
2.76
2.82
2.91
3.00
3.09
3.14
3.18
3.25
3.32
3.36
3.35
3.32
3.30
3.30
3.31
3.33
3.86
3.62
3.59
3.21
3.03
2.99
2.90
2.89
2.70
1.98
2.31
2.66
2.87
2.40
2.56
2.78
2.99
2.88
2.97
2.98
2.87
2.86
3.10
3.13
3.20
3.30
3.40
3.50
3.55
3.58
3.62
3.68
3.70
3.74
3.81
3.87
3.88
3.96
4.03
0.11
0.23
0.31
0.59
1.42
1.19
0.89
0.70
1.22
1.12
0.92
0.75
0.93
0.90
0.90
1.09
1.17
EXISTING GROUND PROPOSED TOP OF WALL
DUCKIE 100YR 40% IMP.WATER LEVEL
170.
00
173.
00
180.
00
190.
00
200.
00
210.
00
220.
00
230.
00
240.
00
244.
00
250.
00
260.
0026
1.00
270.
00
280.
00
290.
00
297.
00
300.
00
310.
00
3.33
3.33
3.43
3.58
3.72
3.76
3.80
3.84
3.86
3.87
3.89
3.91
3.91
3.92
3.94
3.96
3.97
3.96
3.92
2.86
2.86
3.02
2.71
2.77
2.64
3.06
3.44
3.92
3.97
4.04
4.23
4.24
4.32
4.40
4.52
4.80
4.94
5.06
4.03
4.05
4.10
4.18
4.25
4.25
4.25
4.25
4.25
4.25
1.17
1.19
1.09
1.47
1.48
1.61
1.19
0.81
0.33
0.28
EXISTING GROUND
PROPOSED TOP OF WALL
DUCKIE 100YR 40% IMP.WATER LEVEL
DATUM 0.00mTOP OF WALL
DUCKIE 100YR 40% IMP.
EXISTING GROUND
WALL HEIGHT
CHAINAGE
PROPOSED WALL LONGSECTION
3.55
2.44
3.86
PROPOSED WALL LONGSECTIONSCALE 1H:5V
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
:\1
19
4 - P
in
e H
arb
ou
r - C
om
me
rcia
l B
uild
in
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RA
WIN
GS
\C
41
5 W
AL
L L
ON
GS
EC
TIO
N.d
wg
- M
ay 1
2, 2
01
7. P
RIN
TE
D: Ju
ly 1
3, 2
01
7
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
PROPOSED WALL
LONGSECTION
EC415
1:250
1:500
MC 17/02/17
LON
GSEC
TIO
N C
ON
TIN
UED
BEL
OW
LON
GSECTION
CON
TINU
EDFRO
M ABO
VE
DUCKIE 100YR FLOWS W/ C.C. (POST DEVELOPMENT, NEW DESIGNED CHANNEL AND JACK LACHLAN POND)40% Q = 20.7m3/s @ CH 3.55IMP. Q = 38.9m3/s @ CH 359.99
Q = 36.6m3/s @ CH 660 (AT DUCKIE'S POND)
MC 23/03/17REVISED WALLB
NOTES:100YR WATER LEVELS BASED ONBEACHLANDS MODEL STEWARDSHIP: 110 JACK LACHLAN DRIVEBY WATERSHED ENGINEERING FOR DUCKIE DEVELOPMENTAND HEC-RAS MODEL BY CRANG CIVIL
MC 18/04/17REVISIONC
MC 12/05/17REVISIOND
CG 13/07/17PROJECT TITLE UPDATEDE
R
R
R
R
R
R
R
RR
R
EXISTING RIGHT OF WAY
BOUNDARY
BO
UN
DA
RY
MARINA BASIN
EXISTING
PUMP STATION
C500
C500 D
1:500
1:250
SANITARY SEWER
PLAN
VC07/07/16
MC 31/03/17REVISIONB
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
:\1
19
4 - P
in
e H
arb
ou
r - C
om
me
rcia
l B
uild
in
gs\D
RA
WIN
GS
\C
50
0 S
AN
IT
AR
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EW
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P
LA
N.d
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- Ju
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2
0, 2
01
7. P
RIN
TE
D: Ju
ly 1
3, 2
01
7
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
MC 18/05/17WATERCARE COMMENTSC
CG 13/07/17PROJECT TITLE UPDATEDD
R
R
R
R
R
R
R
R
R
R
R
R
R
RR
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
RR
R
R
R
R
R
R
R
R
R
R
R
R
R
R
BO
UN
DA
RY
EXISTING
PUMP STATION
C501
C501 D
1:500
1:250
SANITARY SEWER
PLAN
VC07/07/16
MC 31/03/17REVISIONB
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
:\1
19
4 - P
in
e H
arb
ou
r - C
om
me
rcia
l B
uild
in
gs\D
RA
WIN
GS
\C
50
0 S
AN
IT
AR
Y S
EW
ER
P
LA
N.d
wg
- Ju
ne
2
0, 2
01
7. P
RIN
TE
D: Ju
ly 1
3, 2
01
7
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
MC 18/05/17WATERCARE COMMENTSC
CG 13/07/17PROJECT TITLE UPDATEDD
Datum 0.00mFINISHED LEVEL
PIPE INVERT LEVEL
DEPTH TO INVERT
PIPE COVER
PIPE DETAILS
DISTANCE
SSMH 1.1 TO EXSSMH 1.5SCALE 1H:2V
2.70
2.73
2.79
2.87
2.98
3.26
3.00
0.36
1.14
1.19
1.40
1.45
1.63
1.68
1.75
2.19
1.58
1.54
1.43
1.38
1.48
1.42
1.10
150 mm uPVC SN16@ 1.11%
150 mm uPVC SN16@ 1.00%
150 mm uPVC SN16@ 1.00%
150 mm uPVC SN16@ 1.00%
11.9m 26.0m 32.1m 21.3m 17.8m 6.7m
SSM
H 1
.110
50m
m∅ M
ANH
OLE
TOP
LL =
2.7
0m
SSM
H 1
.210
50m
m∅ M
ANH
OLE
TOP
LL =
2.8
7m
SSM
H 1
.310
50m
m∅ M
ANH
OLE
TOP
LL =
2.9
8m
SSM
H 1
.410
50m
m∅ M
ANH
OLE
TOP
LL =
3.2
6m
EXSS
MH
1.5
1050
mm∅
MAN
HO
LETO
P LL
= 3
.00m
2.34
1.73
1.69
1.58
1.53
1.63
1.57
1.25
0.28
Datum 0.00mFINISHED LEVEL
PIPE INVERT LEVEL
DEPTH TO INVERT
PIPE COVER
PIPE DETAILS
DISTANCE
EXSSMH 1.8 TO EXSSMH 1.6SCALE 1H:2V
2.92
2.70
3.00
0.14
0.28
0.31
0.35
0.35
0.49
2.63
2.27
2.24
2.50
2.50
-0.0
8
150 mm uPVC SN16@ 0.59%
150 mm uPVC SN16@ 1.20%
150 mm uPVC SN16@ 0.59%
11.5m 6.0m 23.6m
EXSS
MH
1.8
1050
mm∅
MAN
HO
LETO
P LL
= 2
.92m
SSM
H 1
.110
50m
m∅ M
ANH
OLE
TOP
LL =
2.7
0m
EXSS
MH
1.7
1050
mm∅
MAN
HO
LETO
P LL
= 2
.87m
EXSS
MH
1.6
1050
mm∅
MAN
HO
LETO
P LL
= 2
.91m
2.91
2.78
2.42
2.39
2.65
2.65
0.07
2.42
2.27
C505 E
1:500
1:250
SANITARY SEWER
PLAN
VC07/07/16
MC 31/03/17REVISIONB
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
:\1
19
4 - P
in
e H
arb
ou
r - C
om
me
rcia
l B
uild
in
gs\D
RA
WIN
GS
\C
50
0 S
AN
IT
AR
Y S
EW
ER
P
LA
N.d
wg
- Ju
ne
2
0, 2
01
7. P
RIN
TE
D: Ju
ly 1
3, 2
01
7
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
A S92 COMMENTS MC
13/09/16
VC
07/07/16
BUILDINGS
MC 18/05/17WATERCARE COMMENTSC
CG 20/06/17DFINISHED SURFACE PROFILE
CG 13/07/17PROJECT TITLE UPDATEDE
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1
A3DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
PINE HARBOUR
COMMERCIAL/RESIDENTIAL
JULY 2017
SA
CG
phone
web
address
post
PROJECT No
1194
SA
VE
D: P
:\1194 - P
ine H
arbour - C
om
mercial B
uildings\D
RA
WIN
GS
\C
700 S
TA
ND
AR
D D
ET
AILS
.dw
g - July 13, 2017
. P
RIN
TE
D: July 13, 2017
PINE HARBOUR
MARINA DEVELOPMENT
0 ORIGINAL ISSUE
BUILDINGS
C700 B
N.T.S
N.T.S
STANDARD
DETAILS
CGPROJECT TITLE UPDATEDB
A S92 COMMENTS MC
13/09/16
VC
07/07/16
13/07/17