APPENDIX 4 Submissions Received

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1 73 APPENDIX 4 Submissions Received

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7 79 Shanan Miles From: Sent: To: Subject: Shanan Miles Friday, 3 January 07 :7 p.m. Mary Barry FW: Affected neighbors response to RC533, SNG Investments Ltd Late submission for SALT. Many thanks, Shanan Miles Development Planner Tauranga City Council extn 7697 shanan.miles@tauranga.govt.nz From: Shane Plummer [mailto:shaneplummer@shaneplummer.com] Sent: Tuesday, 0 December 06 5:5 p.m. To: Info <info@tauranga.govt.nz> Cc: Shanan Miles <Shanan.Miles@tauranga.govt.nz> Subject: Affected neighbors response to RC533, SNG Investments Ltd Hi Shanan Please receive an affected neighbors response to RC533, SNG Investments Ltd. Please also review previous consolation response already submitted. S Plummer 68 Paterson Street My Rate Date base info to keep confidential non published 34a Crescent Road Bureta MB In summary Higher density housing solution proposed by SNG Investments Limited is supported, including height and reduced lot size set outside of current planning rules The child care center is not supported in current format, due to insufficient car parking, road congestion, likely breach of acceptable noise limits in residential area. Application presented is also not correct, accurate and misleading. As an affected property owner, I am seeking compensation to carry sound proofing widows for both residential and commercial properties, as requested by my tenants. See below cost estimates It is my understanding this development has already been rubber stamped by TCC, Previous voted 9 to approval by councilors. However, with any resource application of this kind and magnitude, the applicant must be transparent and discloses all and any issues. The following is provided for TCC council review.

8 80 69 independent Dwellings Higher density housing solution is much needed for Tauranga. Expansion up not out is key for any modern city living strategy. Auckland is an example of failed housing strategy Out not up. SNG apartment solution development is forward thinking and much needed to for Tauranga. Mount Maunganui Papamoa population could likely double in 0 years, solutions such as more so required. 5 Child Care Centre & 7 Staff not supported on the following grounds Child care should be assented on maximum capacity. Give the size of the development, assessment should be done on 50 Children and 3 extra staff numbers over 7 presented at 5 Children The Noise report present to TCC The Design Acoustics noise assessment is misleading Report fails to mention my adjoining property is mixed used for Residential and Commercial. The residential front door is approximately only m from the boundary fence. The commercial building is used for sound recording - media production and has a second story overlooking the proposed south side outdoor play area. No sound barrier fence is going to succeed in reducing noise for nd level adjacent buildings The report does make mention In relation to the adjoining land to the east, and noise from children playing in the main outdoor play area on the eastern side of the childcare site, noise from this play area will comply with the 50 dba noise limit at/within the boundary of the neighbouring land. This is as vague as it gets. No mention of child numbers for liability protection. In a similar report for : Noise Assessment - Proposed Child Care Centre 48 Maungatapu Road, Tauranga, a child care centre will cater for up to 40 children Design Acoustics advised out door noise from the over-two play area will be approximately dba Leq at the neighbouring properties. Question to TCC - How can Design Acoustics claim the SNG development with almost 3x times the numbers increase noise by less than 4 dba, thus meeting compliance for this CCC development also Its general considered best practice for a Child-care Centre should ideally be naturally buffered from neighbouring properties e.g. being either screened by buildings or topography or separated from neighbours by distance. To facilitate this requirement for the 69 independent dwellings, the CCC external pay arear is positioned next my property which is used for both residential and commercial. Why position the outdoor child play area on the dark sunless south East side? with a further Sun reduction curved fence when noise output is clamed not to be a residential issue? Note: A study of noise generated by Child-care Centres measured children sounds in different circumstances ranging from casual voices (46 dba at metre) to shouting (68 dba at metre) and estimated the length of time the various sounds would be experienced. Adjustments are then made for the number of children and the distances involved, predicting an overall sound level. In the example used a sound level of 65 dba was predicted for thirty five children (with twelve being vocal at any one time) at a distance of 5 metres. Question put to TCC How affective and reliable will the proposed nose reduction fence reduced nose output for a 5-50 max capacity child care centre with residential building.5 metres from the pay area separated by this fence.? Source - Carrying Out Noise assessments for proposed Childcare centres by K Scannell and M Harwood, published in New Zealand Acoustics Vol 0, 007/#3. Recommendation TCC obtain an independent noise report. Noise rules contained in the Operative Tauranga City Plan are set maximum set levels., not merely recommendation guideline targets. Traffic and parking exceptions requested. Traffic Reports incorrectly accesses impact on main feeding roads. Projected close to 000 daily car movement during the day infers access via Oceanbeach Road is required. Report fails to mention current Oceanbeach road

9 8 congestion at peek morning time is gridlock statically backed up from Golf road to Girven (.5Km stationary traffic ) There is not proof the new bayfair flyover will direct traffic away from Oceanbeach road. To meet residential parking shortfall, Parking report suggest carparks in front of the child care center can be used by residents after operating hours. Assuming all cars will be moved before 7.30am week days is optimistic at best and a critical failure point for the CCC. 7 staff + parent drop offs will most likely along Paterson street and further impact Oceanbeach road traffic peak hour jam There is 3 existing CCC's within K distance of SNC proposed location. All cause high traffic congestion. What is the logic behind a 4 th on top of a new 69 high density dwell high impact. Other issues Was affected property tenants asked for submission, as required by council bylaw? Requested investment by my tenet Commercial building Double Glassed boundary affected windows North West side $4,300 Residential Main door Rach slider and fitting. Estimated at $500 Happy to provide further explanation to above as require Kind regards S Plummer 3

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21 93 APPENDIX 5 Post-Notification Amendments

22 94 MOMENTUM Planning and Design Limited February 07 Shanan Miles Development Planner Tauranga City Council Private Bag 0 Tauranga LAND USE CONSENT APPLICATION GIRVEN ROAD SHA REVISIONS TO APPLICATION Dear Shanan, We write further to our recent discussions and to respond to submissions received. With respect to the late submission we agree with Council s interpretation of the HASHA that the submission cannot be considered. The submission by Jon Hume identified issues of non-compliance with the bulk and location standards of the Suburban Residential zone, associated issues of privacy and car park effects onto Paterson Street. The applicant has considered these matters in light of the submission and has amended the proposal to address these concerns. The proposal is amended in the following way: Block G bulk has been amended to comply with the yard and overshadowing provisions of the Suburban Residential zone; A boundary wall between Block G and Mr Hume s site has been designed to address privacy issues raised by Mr Hume, which exceed the maximum wall height on the boundary; The access road from Paterson Street has been amended from 7m to 6.5m in width; The childcare centre has been reduced in scale to no more than 85 children and required staff; The area of land not required for the childcare centre will accommodate two additional residential units in compliance with the yard and overshadowing provisions of the Suburban Residential zone; Storage units are proposed at the end of blocks A & C. A revised set of architectural drawings have been prepared and are attached that reflect the above amendments. A drawing has also been prepared by Lysaght consultants that shows the proposed boundary wall between Block G and Mr Hume s site. Momentum Planning and Design Ltd 56 Blackberry Way, Tauranga 375 Phone SALT Response to submitter issues 30 Jan 07

23 95 A revised traffic assessment has considered the amendments to the masterplan including reduced scale of the childcare facility, reduced road width and the additional two apartments. This has confirmed that overall there will be reduced traffic effects from the proposal. The traffic assessment has also identified a dimensional error with respect to the proposed stacked car parks in 5 of the residential units. These are located in Blocks D and G and have an overall obstacle free dimension of 9.3m. This doesn t provide for two 90 percentile vehicles. It is proposed to amend the laundry location and adjust the location of the rear garage door to be flush with the rear wall of the apartments rather than being recessed. This provides a depth of 9.9m which enables one 90 percentile vehicle and one small car to be parked in the garage. This is considered adequate given the floor area of the units proposed. This design adjustment can be completed during detailed design drawing at time of building consent and a condition can be included in the consent as follows. That the consent holder shall redesign the 5 units with stacked garaging in Blocks D and G to provide a minimum internal length of 9.9m being sufficient to accommodate one 90 percentile car and one small car as defined by NZS The proposed storage sheds are a new addition to the overall masterplan. These were omitted from the application due to uncertainty regarding realigning the sewer line located beneath the storage units. Lysaghts has confirmed the sewer can be relocated towards the north-western boundary of the site to.5m off the boundary, which enables the storage sheds to be constructed. It is anticipated a condition of consent will require detailed engineering design to be submitted and approved before the sewer line is relocated and the storage sheds are constructed. The location of the proposed storage units comply with the permitted building envelope of the Suburban Residential zone. We would like to meet with you to discuss these amendments. We anticipate these changes will address the matters raised by Mr Hume. We will consult with him over the next few working days to confirm that he agrees to withdraw his submission. If agreement is not achieved by close Friday 3 rd February we request Council proceed to a hearing at the earliest possible timeframe. Please contact should you require any clarification of the above. Yours sincerely. Richard Coles Director/Planner richard@mpad.co.nz Attachments: Revised architectural plan set; Revised TIA; Lysaght Plans of Boundary fence Unit G Momentum Planning and Design Ltd 56 Blackberry Way, Tauranga 375 Phone SALT Further Information 9 Nov 6

24 SHEET LIST Sheet Name Sheet Number Sheet Issue Date Current Revision 96 COVER /0/07 M MASTERPLAN GROUND FLOOR /0/07 M MASTERPLAN FIRST FLOOR.0. 07/0/07 M MASTERPLAN SECOND FLOOR.0. 07/0/07 M PROPOSED SITE ROOF PLAN /0/07 M APARTMENT - COVERED STORAGE AREA.. 07/0/07 M APARTMENT A & C - GROUND FLOOR..0 03//06 L PLAN APARTMENT A & C - FIRST FLOOR PLAN.. 03//06 L APARTMENT A & C - SECOND FLOOR.. 03//06 L LEVEL APARTMENT A & C - SECTIONS //06 L APARTMENT A & C - SECTIONS.4. 03//06 L 3D - HASHA & DRP /0/07 M BUILDING A - WEST & EAST ELEVATIONS A //06 L BUILDING A - NORTH & SOUTH A.4. 03//06 L ELEVATIONS BUILDING C - WEST & EAST ELEVATIONS C //06 L BUILDING C - NORTH & SOUTH ELEVATIONS C.4. 03//06 L TOWNHOUSES D - GROUND FLOOR PLAN D /0/07 M TOWNHOUSES D - FIRST FLOOR PLAN D..0 03//06 L TOWNHOUSES ELEVATIONS - D D /0/07 M TOWNHOUSE D & E - CROSS SECTION D //06 L TOWNHOUSES E - GROUND FLOOR PLAN E //06 L TOWNHOUSES E - FIRST FLOOR PLAN E..0 03//06 L TOWNHOUSES ELEVATIONS - E & F E //06 L TOWNHOUSES F - GROUND FLOOR PLAN F /0/07 M TOWNHOUSES F - FIRST FLOOR PLAN F..0 07/0/07 M TOWNHOUSES G - GROUND FLOOR PLAN G /0/07 M TOWNHOUSES G - FIRST FLOOR PLAN G..0 07/0/07 M TOWNHOUSE G - SECTION G /0/07 M TOWNHOUSE G - SECTION G.3. 07/0/07 M TOWNHOUSES ELEVATIONS - G G /0/07 M PATERSON STREET ENTRY G //06 L SALT. - CONTEMPORARY LIVING 73 GIRVEN ROAD, MOUNT MAUNGANUI RESOURCE CONSENT 07/0/07 po box 44, tauranga MC 343, new zealand

25 HWC 375 L COVERED CAR SEAT STORE HWC CPBD.4.0 N.4.0 G.5.0 G.5.0 9m² 6m² 6m² 3 6m² 4 9m² G GSPublisherVersion m² 5m² 5m² 5m² 64m² 30m² 4m² 4m² 4m² 30m² ,800 5,400,800 TOTAL 9 CARPARKS P A T E R S O N S T R E ET WALKWAY circulation space ENTRY NON CONTACT GROSS FLOOR AREA 563m m per child m Comms RECEPTION WC access wc / shr L'DRY KITCHEN STAFF TODDLER WC OFFICE SLEEP COVERED DECK PRESCHOOL 3.08m per child LOUNGE SLEEP ROOM SLEEP SLEEP m 40.5 m 36.4 m 7.5 m m PRESCHOOL WC CHANGING PRESCHOOL 3.08m per child TODDLER 3.00m per child INFANT per child INFANT ONE per child KITCH PROJECT ROOM COVERED DECK COVERED DECK COVERED DECK TOTAL OUTDOOR PLAY AREA 487m 85 5.m per child m SERVICE AREAS : 0 No. x m² each STORAGE UNITS APARTMENT TYPES Cafe x Bed + x Bathroom x Bed + x Bathroom x Bed + x Bathroom 3 x Bed + x Bathroom 3 x Bed + x Bathroom + x WC CAR PARKS & GARAGES BUILDING A 8 C 9 D 8 E 5 F 4 G 0 H 6 VISITORS CARPARK CHILDCARE 8 TOTAL 9 NOTE: ALL LOADING TO BE WITHIN COMMON AREAS SITE COVERAGE: SITE A:(childcare)04m² SITE B: 936m² TOTAL SITE: 060m² BUILDING COVERAGE A 530m² C 580m² D 395m² E 80m² F 90m² G 385m² H 49m² CHILDCARE m² TBC RED LINE FROM HASHA SITE PLAN 8 95m² 5m² m² H 95m² 5m² RESOURCE CONSENT This design and drawing is the copyright of First Principles Architects Limited and is not to be reproduced without written permission m² 55m² 87m² 57m² 54m² 56m² WATERFALL STORE 47m² 33m² 9m² 9m² 33m² 8m² A SHARED VILLAGE GREEN STORE RED LINE FROM HASHA SITE PLAN 56m² 5m² 95m² 95m² F 74m² 8m² 9m² 0m² 0m² 0m² General notes:. Do not scale off drawings.. Contractor shall varify and be responsible for all dimensions on site. 3. Architects to be notified of any variation between the site dimensions and those on all plans and drawings. REVISIONS I RC 0/08/06 K RC 0/09/06 L RC 03//06 M RC 07/0/07 0m² 45m² 0m² 0m² 0m² 0m² 0m² 0m² 7m² 0m² m² 6m² 6m² 6m² 6m² 6m² 6m² 67m² C VIS 7m² 3 4 0m² 0m² 0m² 0m² E 7m² 7m² 7m² 7m² 5 8 VISITORS CARPARK po box 44, tauranga MC 343, new zealand MASTER PLAN OF GROUND FLOOR LEVEL : A A3 THIS IS A MARKETING PLAN DO NOT SCALE OF THIS DRAWING THIS PLAN MAY BE SUBJECT TO CHANGE & REVISION BY THE DEVELOPER RED LINE FROM HASHA SITE PLAN VIS VIS 6m² 30m² 4m² 4m² 30m² m² 8m² 8m² 9m² D m² D 59m² 3 D.5.0 6m² CAFE 58m² 53m² (total) G I R V E N R O A D Project: SALT. - CONTEMPORARY LIVING Address: 73 GIRVEN ROAD, MOUNT MAUNGANUI Drawing: MASTERPLAN GROUND FLOOR Scale: A3 Drawn By: Checked By: Date: JS GP 07/0/07 Project No. Sheet No: Revision: SPI M

26 98 PATERSON STREET WINTER SUN 4.7m² 4.7m² 4.7m² G 3 3m² m² m² NOTE : APARTMENTS ARE GROSS AREAS AND INCLUDE WALL, STRUCTURE AND SERVICE DUCTS NOTE : AREAS ARE SUBJECT TO CHANGE BASED ON MORE DETAILED DESIGN DOCUMENTATION APARTMENT TYPES Cafe x Bed + x Bathroom x Bed + x Bathroom + x WC x Bed + x Bathroom x Bed + x Bathroom 3 x Bed + x Bathroom 3 x Bed + x Bathroom + x WC N 4.7m² m² 4 4.7m² 3m² 5 7m² 76m² 73m² 7m² 7 8 8m² 3m² 8m² 0m² m² 3 67m² 85m² 6m² STAIRS LIFT STAIRS LIFT A 3m² m² 85m² 5m² 63m² 9m² 6m² 6m² 6m² 6m² m² 5m² H RESOURCE CONSENT This design and drawing is the copyright of First Principles Architects Limited and is not to be reproduced without written permission General notes:. Do not scale off drawings.. Contractor shall varify and be responsible for all dimensions on site. 3. Architects to be notified of any variation between the site dimensions and those on all plans and drawings. SHARED VILLAGE GREEN 5m² F REVISIONS L RC 03//06 M RC 07/0/07 3m² 7m² STAIRS 7m² 7m² 7m² 7m² 7m² 0m² STAIRS 8.5m² 8.5m² 3 4 E 8.5m² 5 9 LIFT LIFT 6 83m² 83m² 83m² 83m² 83m² 83m² 06m² 97m² C m² 0m² 0m² 8.5m² 8.5m² Project: po box 44, tauranga MC 343, new zealand SALT. - CONTEMPORARY LIVING 3 4 m² Address: 73 GIRVEN ROAD, MOUNT MAUNGANUI D m² GIRVEN ROAD Drawing: MASTERPLAN FIRST FLOOR MASTER PLAN OF FIRST FLOOR LEVEL : 50 THIS IS A MARKETING PLAN DO NOT SCALE OF THIS DRAWING THIS PLAN MAY BE SUBJECT TO CHANGE & REVISION BY THE DEVELOPER 5 Scale: Drawn By: JS Project No. SPI - Checked By: GP Sheet No:.0. Date: 07/0/07 Revision: M

27 99 NOTE : APARTMENTS ARE GROSS AREAS AND INCLUDE WALL, STRUCTURE AND SERVICE DUCTS APARTMENT TYPES Cafe x Bed + x Bathroom WINTER SUN G NOTE : AREAS ARE SUBJECT TO CHANGE BASED ON MORE DETAILED DESIGN DOCUMENTATION x Bed + x Bathroom + x WC x Bed + x Bathroom x Bed + x Bathroom 3 x Bed + x Bathroom 3 x Bed + x Bathroom + x WC N 7m² 8m² 3m² 8m² 0m² 3m² H RESOURCE CONSENT m² 4 A 67m² 76m² 85m² 6m² STAIRS LIFT STAIRS LIFT m² 55m² 85m² 5m² 63m² 9m² 8 This design and drawing is the copyright of First Principles Architects Limited and is not to be reproduced without written permission General notes:. Do not scale off drawings.. Contractor shall varify and be responsible for all dimensions on site. 3. Architects to be notified of any variation between the site dimensions and those on all plans and drawings. 7m² 6m² 6m² 6m² 6m² m² F REVISIONS L RC 03//06 M RC 07/0/07 3m² 7m² 7m² 7m² 7m² 7m² 7m² 0m² E STAIRS STAIRS LIFT LIFT C po box 44, tauranga MC 343, new zealand 06m² 83m² 83m² 83m² 83m² 83m² 83m² 97m² Project: SALT. - CONTEMPORARY LIVING Address: 73 GIRVEN ROAD, MOUNT MAUNGANUI D Drawing: MASTERPLAN SECOND FLOOR MASTER PLAN OF SECOND FLOOR LEVEL : 50 Drawn By: JS Checked By: GP Date: 07/0/07 THIS IS A MARKETING PLAN DO NOT SCALE OF THIS DRAWING THIS PLAN MAY BE SUBJECT TO CHANGE & REVISION BY THE DEVELOPER Project No. SPI - 0 Sheet No:.0. Revision: M

28 DAYLIGHTING ANGLE N DAYLIGHTING ANGLE G.5.0 G.5.0 TOWNHOUSES G RED LINE FROM HASHA SITE PLAN APARTMENT BUILDING A TOWNHOUSES H RED LINE FROM HASHA SITE PLAN.5M HEIGHT CONTROL BOUNDARY.4. RED LINE FROM HASHA SITE PLAN TOWNHOUSES F TOWNHOUSES E APARTMENT BUILDING C RED LINE FROM HASHA SITE PLAN TOWNHOUSES D D D.5.0 RESOURCE CONSENT This design and drawing is the copyright of First Principles Architects Limited and is not to be reproduced without written permission PROPOSED SITE PLAN REVISIONS : 50 L RC 03//06 M RC 07/0/07 Project: SALT. - CONTEMPORARY LIVING Drawing: PROPOSED SITE ROOF PLAN Drawn By: JS Checked By: GP Date: 07/0/07 General notes:. Do not scale off drawings.. Contractor shall verify and be responsible for all dimensions on site. 3. Architects to be notified of any variation between the site dimensions and those on plans , po box 44, tauranga MC 343, new zealand Address: 73 GIRVEN ROAD, MOUNT MAUNGANUI Scale: : A Project No. SPI - 0 Sheet No:.0.0 Revision: M

29 ST FLOOR LEVEL 950 GF CEILING 8750 BOUNDARY '300 GROUND FLOOR FOUNDATION LEVEL LEVEL Section 3 4 SERVICE AREA : 50 C3 C C C.4. '000 BOUNDARY 9 '500 LANDSCAPE 0 PATH '500 A4 A '350 '350 A.4. A3 0 A 660 AA AA.. CA CA C3 C C A5 A4 A3 A MASTER PLAN - SERVICE AREA : 50 RESOURCE CONSENT This design and drawing is the copyright of First Principles Architects Limited and is not to be reproduced without written permission General notes:. Do not scale off drawings.. Contractor shall verify and be responsible for all dimensions on site. 3. Architects to be notified of any variation between the site dimensions and those on plans. REVISIONS M RC 07/0/ , po box 44, tauranga MC 343, new zealand Project: SALT. - CONTEMPORARY LIVING Address: 73 GIRVEN ROAD, MOUNT MAUNGANUI Drawing: APARTMENT - COVERED STORAGE AREA Scale: : A Drawn By: JS Project No. SPI - 0 Checked By: GP Sheet No:.. Date: 07/0/07 Revision: M

30 30 3D - HASHA BOUNDARY 3D - DAYLIGHT RECESSION PLANE NOTE: RED PLANE DENOTES HASHA BOUNDARY 000mm(H) AS PER SHEET MASTER PLAN GROUND FLOOR NOTE: GREEN PLANES DENOTES DAYLIGHT RECESSION PLANE - 45DEG SLOPE 3 3D - DAYLIGHT RECESSION PLANE G NOTE: GREEN PLANES DENOTES DAYLIGHT RECESSION PLANE - 45DEG SLOPE RESOURCE CONSENT This design and drawing is the copyright of First Principles Architects Limited and is not to be reproduced without written permission REVISIONS L RC 03//06 M RC 07/0/07 Project: SALT. - CONTEMPORARY LIVING Drawing: 3D - HASHA & DRP Drawn By: RA Checked By: GP Date: 07/0/07 General notes:. Do not scale off drawings.. Contractor shall verify and be responsible for all dimensions on site. 3. Architects to be notified of any variation between the site dimensions and those on plans , po box 44, tauranga MC 343, new zealand Address: 73 GIRVEN ROAD, MOUNT MAUNGANUI A Project No. SPI - 0 Sheet No: 9..4 Revision: M

31 303 DA DB DC DD DE DF M.D.4 M.D.4 D.. M.D.4 M.D.4 M.D.44 M.D.44 M.D.3 M.D. M.D. M.D.3 M.D.3 M.D.4 M.D.43 R ENTRY ENTRY ENTRY ENTRY 3000 GARAGE GARAGE D BEDROOM 3 BEDROOM '5500 M.D.3 BEDROOM 600 D AREAS : 80m² BEDROOM 3 STORAGE LOBBY BATHROOM STORAGE D STORAGE BATHROOM BATHROOM AREAS : 79m² AREAS : 79m² BEDROOM BEDROOM LAUNDRY LAUNDRY D3 STORAGE BEDROOM D4 AREAS : 80m² BEDROOM 3 STORAGE LOBBY BATHROOM STORAGE CAFE GLAZED BIFOLDS TO DECK GLAZING TO GIRVEN ROAD CLADDING TO BE SIMILAR AND COMPLIMENTARY TO TOWN HOUSE D FACADES ARCHITECTURAL STYLE TO MATCH TOWNHOUSE D D 3 M.D.3 M.D.3 M.D.43 BOUNDARY DA M.D.4 M.D.4 D.. DB M.D.4 M.D.4 DC DD M.D.44 M.D.44 DE DF D TOWN HOUSE GROUND FLOOR PLAN : 50 RESOURCE CONSENT This design and drawing is the copyright of First Principles Architects Limited and is not to be reproduced without written permission General notes:. Do not scale off drawings.. Contractor shall verify and be responsible for all dimensions on site. 3. Architects to be notified of any variation between the site dimensions and those on plans. REVISIONS L RC 03//06 M RC 07/0/ , po box 44, tauranga MC 343, new zealand Project: SALT. - CONTEMPORARY LIVING Address: 73 GIRVEN ROAD, MOUNT MAUNGANUI Drawing: TOWNHOUSES D - GROUND FLOOR PLAN Scale: : A Drawn By: JS Project No. SPI - 0 Checked By: GP Sheet No: D.0.0 Date: 07/0/07 Revision: M

32 304 3 D.5.0 D.5.0 BOUNDARY TO GIRVEN ROAD COLORSTEEL MAXX ROOFING AND FLASHINGS - IRON SAND VERTICAL CEDAR CLADDING - INTERGRAIN STAIN - KOWHAI PLASTERED FINISH ON BLOCK WALL - WHITE PRE CAST OFF SHUTTERED CONCRETE - CLEAR FINISH VERTICAL CEDAR CLADDING - INTERGRAIN STAIN - KOWHAI COLORSTEEL MAXX ROOFING AND FLASHINGS - IRON SAND PLASTERED FINISH ON BLOCK WALL - WHITE PRE CAST OFF SHUTTERED CONCRETE - CLEAR FINISH GROUND FLOOR LEVEL 650 GROUND FLOOR LEVEL 650 TOWNHOUSES D NATURAL GROUND LEVEL NATURAL GROUND LEVEL 3 SOUTH ELEVATION - TOWNHOUSES D&E : 00 TOWNHOUSES D - EAST ELEVATION : 00 D D.5.0 BOUNDARY TO GIRVEN ROAD COLORSTEEL MAXX ROOFING AND FLASHINGS - IRON SAND COLORSTEEL MAXX ROOFING AND FLASHINGS - IRON SAND VERTICAL CEDAR CLADDING - INTERGRAIN STAIN - KOWHAI PLASTERED FINISH ON BLOCK WALL - WHITE PRE CAST OFF SHUTTERED CONCRETE - CLEAR FINISH GROUND FLOOR LEVEL 650 PLASTERED FINISH ON BLOCK WALL - WHITE PRE CAST OFF SHUTTERED CONCRETE - CLEAR FINISH GROUND FLOOR LEVEL 650 NATURAL GROUND LEVEL NATURAL GROUND LEVEL TOWNHOUSES D - WEST ELEVATION : 00 4 TOWNHOUSES D - NORTH ELEVATION : 00 RESOURCE CONSENT This design and drawing is the copyright of First Principles Architects Limited and is not to be reproduced without written permission REVISIONS L RC 03//06 M RC 07/0/07 Project: SALT. - CONTEMPORARY LIVING Drawing: TOWNHOUSES ELEVATIONS - D Drawn By: JS Checked By: GP Date: 07/0/07 General notes:. Do not scale off drawings.. Contractor shall verify and be responsible for all dimensions on site. 3. Architects to be notified of any variation between the site dimensions and those on plans , po box 44, tauranga MC 343, new zealand Address: 73 GIRVEN ROAD, MOUNT MAUNGANUI Scale: Project No. Sheet No: Revision: A 00 SPI - 0 D.4.0 M

33 FA FB F.. M.F.3 FC 305 FOOT PATH GATE M.F. F F ENTRY LOBBY STAIRS DECK 4M² M.F.4 GARDEN F 95M² BEDROOM 3 M.F.3 M.F.3 F..0 FOOT PATH BALCONY ABOVE GARAGE LAUNDRY BEDROOM 3 3 M.F.4 FD M.F.4 FENCE F M.F.4 BATHROOM GARDEN F..0 F ENTRY 470 LOBBY F 95M² STAIRS LAUNDRY BEDROOM 3 DECK 0M² R M.F.4 3 M.F.3 M.E.3 BALCONY ABOVE BATHROOM M.F.3 BEDROOM M.E.3 M.F. F3 FOOT PATH M.F.3 TOWN HOUSE E FA F.. FB FD F TOWN HOUSE GROUND FLOOR PLAN : 50 R RESOURCE CONSENT This design and drawing is the copyright of First Principles Architects Limited and is not to be reproduced without written permission General notes:. Do not scale off drawings.. Contractor shall verify and be responsible for all dimensions on site. 3. Architects to be notified of any variation between the site dimensions and those on plans. REVISIONS L RC 03//06 M RC 07/0/ , po box 44, tauranga MC 343, new zealand Project: SALT. - CONTEMPORARY LIVING Address: 73 GIRVEN ROAD, MOUNT MAUNGANUI Drawing: TOWNHOUSE F - GROUND FLOOR PLAN Scale: : A Drawn By: JS Project No. SPI - 0 Checked By: GP Sheet No: F.0.0 Date: 07/0/07 Revision: M

34 FA FB M.F.3 FC M.F F F KITCHEN 035 M.F.4 M.F.3 DECK 5M² OPEN DINING 880 LIVING 555 F 00M² PANTRY WC VOID BALUSTRADE MASTER BEDROOM 3 M.F.4 FD M.F.4 3 M.F.3 ENSUITE DR M.F.4 F BBQ BBQ GAS FIRE 60 GAS FIRE VOID M.F.4 F BALUSTRADE 3 M.F.3 DECK 5M² OPEN LIVING DINING ENSUITE M.F.3 M.F. 670 F 00M² WC KITCHEN DR PANTRY MASTER BEDROOM F M.F.3 TOWN HOUSE E FA FB FD F TOWN HOUSE FIRST FLOOR PLAN : 50 RESOURCE CONSENT This design and drawing is the copyright of First Principles Architects Limited and is not to be reproduced without written permission General notes:. Do not scale off drawings.. Contractor shall verify and be responsible for all dimensions on site. 3. Architects to be notified of any variation between the site dimensions and those on plans. REVISIONS L RC 03//06 M RC 07/0/ , po box 44, tauranga MC 343, new zealand Project: SALT. - CONTEMPORARY LIVING Address: 73 GIRVEN ROAD, MOUNT MAUNGANUI Drawing: TOWNHOUSE F - FIRST FLOOR PLAN Scale: : A Drawn By: JS Project No. SPI - 0 Checked By: GP Sheet No: F..0 Date: 07/0/07 Revision: M

35 307 G G G3 G4 G5 G6 M.G.0 M.G.0 M.G.03 R R ENTRY ENTRY ENTRY ENTRY ENTRY GB GB GARAGE GARAGE GARAGE GARAGE BEDROOM 3 BEDROOM 3 BEDROOM 3 G 80M² G 75M² G3 75M² BATHROOM G4 75M² BATHROOM G5 80M² LOBBY STORAGE STORAGE BATHROOM STORAGE STORAGE LOBBY STORAGE BEDROOM BEDROOM BEDROOM BEDROOM GA BEDROOM BEDROOM 3 BATHROOM L LAUNDRY LAUNDRY LAUNDRY BEDROOM 3 BATHROOM L GA 3846 DECK DECK DECK DECK DECK BOUNDARY G.3.0 G G.3.0 G..0 4 G.3.0 G.3. G.3. G G G3 G4 G5 G6 G TOWN HOUSE GROUND FLOOR PLAN : 50 RESOURCE CONSENT This design and drawing is the copyright of First Principles Architects Limited and is not to be reproduced without written permission General notes:. Do not scale off drawings.. Contractor shall verify and be responsible for all dimensions on site. 3. Architects to be notified of any variation between the site dimensions and those on plans. REVISIONS L RC 03//06 M RC 07/0/ , po box 44, tauranga MC 343, new zealand Project: SALT. - CONTEMPORARY LIVING Address: 73 GIRVEN ROAD, MOUNT MAUNGANUI Drawing: TOWNHOUSES G - GROUND FLOOR PLAN Scale: : A : A3 Drawn By: JS Project No. SPI - 0 Checked By: GP Sheet No: G.0.0 Date: 07/0/07 Revision: M

36 308 G G G3 G4 G5 G6 R M.G.0 M.G.0 M.G.03 R BALCONY 3M² BALCONY M² BALCONY M² BALCONY M² BALCONY 3M² GB GB MASTER BEDROOM MASTER BEDROOM LIVING DRESSER LIVING MASTER BEDROOM LIVING MASTER BEDROOM LIVING MASTER BEDROOM LIVING DRESSER ENSUITE ENSUITE ENSUITE DRESSER DRESSER DRESSER ENSUITE ENSUITE G 8.5M² G 73.5M² G3 73.5M² G4 73.5M² G5 8.5M² DINING KITCHEN GUEST TOILET KITCHEN DINING GUEST TOILET KITCHEN DINING GUEST TOILET KITCHEN DINING GUEST TOILET DINING KITCHEN GUEST TOILET STORE STORE STORE GA GA BALCONY 4.3M² BALCONY 4.3M² BALCONY 4.3M² BALCONY 4.3M² BALCONY 4.3M².5M SET BACK 700.5M SET BACK BOUNDARY G G.3.0 G.3.0 G 3 G.3.0 G3 4 G.3.0 G4 G.3. G5 G.3. G6 G..0 G TOWN HOUSE FIRST FLOOR PLAN : 50 RESOURCE CONSENT This design and drawing is the copyright of First Principles Architects Limited and is not to be reproduced without written permission General notes:. Do not scale off drawings.. Contractor shall verify and be responsible for all dimensions on site. 3. Architects to be notified of any variation between the site dimensions and those on plans. REVISIONS L RC 03//06 M RC 07/0/ , po box 44, tauranga MC 343, new zealand Project: SALT. - CONTEMPORARY LIVING Address: 73 GIRVEN ROAD, MOUNT MAUNGANUI Drawing: TOWNHOUSES G - FIRST FLOOR PLAN Scale: : A : A3 Drawn By: JS Project No. SPI - 0 Checked By: GP Sheet No: G..0 Date: 07/0/07 Revision: M

37 GB GA 309 GB GA 3850 G TOWN HOUSE ROOF 3400 '00 50mm MIN CLEAR VARIES TO SUIT NATURAL G.L. '35 50mm MIN CLEAR VARIES TO SUIT NATURAL G.L GLASS BALUSTRADE 3600 TBC G TOWN HOUSE GROUND FLOOR PLAN G TOWN HOUSE GROUND FLOOR PLAN RET. WALL ON BOUNDARY TO ENG'S DETAIL RET. WALL ON BOUNDARY TO ENG'S DETAIL NORTHEAST SECTION - TOWNHOUSES G : 50 GB GA Section 6 : 50 GB GA 65 50mm MIN CLEAR VARIES TO SUIT NATURAL G.L mm MIN CLEAR VARIES TO SUIT NATURAL G.L G TOWN HOUSE GROUND FLOOR PLAN G TOWN HOUSE GROUND FLOOR PLAN RET. WALL ON BOUNDARY TO ENG'S DETAIL 3 Section 4 Section : 50 : 50 RET. WALL ON BOUNDARY TO ENG'S DETAIL RESOURCE CONSENT This design and drawing is the copyright of First Principles Architects Limited and is not to be reproduced without written permission REVISIONS L RC 03//06 M RC 07/0/07 Project: SALT. - CONTEMPORARY LIVING Drawing: TOWNHOUSE G - SECTION Drawn By: JS Checked By: GP Date: 07/0/07 General notes:. Do not scale off drawings.. Contractor shall verify and be responsible for all dimensions on site. 3. Architects to be notified of any variation between the site dimensions and those on plans , po box 44, tauranga MC 343, new zealand Address: 73 GIRVEN ROAD, MOUNT MAUNGANUI Scale: : A : A3 Project No. SPI - 0 Sheet No: G.3.0 Revision: M

38 30 GB GA GB GA 50mm MIN CLEAR VARIES TO SUIT NATURAL G.L mm MIN CLEAR VARIES TO SUIT NATURAL G.L TBC 700 G TOWN HOUSE GROUND FLOOR PLAN G TOWN HOUSE GROUND FLOOR PLAN RET. WALL ON BOUNDARY TO ENG'S DETAIL RET. WALL ON BOUNDARY TO ENG'S DETAIL Section 3 Section 4 : 50 : 50 RESOURCE CONSENT This design and drawing is the copyright of First Principles Architects Limited and is not to be reproduced without written permission REVISIONS L RC 03//06 M RC 07/0/07 Project: SALT. - CONTEMPORARY LIVING Drawing: TOWNHOUSE G - SECTION Drawn By: JS Checked By: GP Date: 07/0/07 General notes:. Do not scale off drawings.. Contractor shall verify and be responsible for all dimensions on site. 3. Architects to be notified of any variation between the site dimensions and those on plans , po box 44, tauranga MC 343, new zealand Address: 73 GIRVEN ROAD, MOUNT MAUNGANUI Scale: : A Project No. SPI - 0 Sheet No: G.3. Revision: M

39 3 LOUVRETEC CANOPY POWDERCOATED - CHARCOAL G.5.0 G.5.0 COLORSTEEL MAXX ROOFING AND FLASHINGS - IRON SAND COLORSTEEL MAXX ROOFING AND FLASHINGS - IRON SAND PRE CAST OFF SHUTTERED CONCRETE - CLEAR FINISH VERTICAL CEDAR CLADDING - INTERGRAIN STAIN - KOWHAI LOUVRETEC CANOPY POWDERCOATED - CHARCOAL PRE CAST OFF SHUTTERED CONCRETE - CLEAR FINISH PLASTERED FINISH ON BLOCK WALL - WHITE 45 X 45MM VERTICAL CEDAR SCREEN - INTERGRAIN STAIN - KOWHAI VERTICAL CEDAR CLADDING - INTERGRAIN STAIN - KOWHAI PRE CAST OFF SHUTTERED CONCRETE - CLEAR FINISH PLASTERED FINISH ON BLOCK WALL - WHITE 45 X 45MM VERTICAL CEDAR SCREEN - INTERGRAIN STAIN - KOWHAI BOUNDARY '600 SETBACK PATERSON STREET GROUND FLOOR LEVEL 650 GROUND FLOOR LEVEL 650 NATURAL GROUND LEVEL NATURAL GROUND LEVEL 4 TOWNHOUSES G - SOUTH WEST ELEVATION : 00 TOWNHOUSES G - ELEVATION : 00 G.5.0 G.5.0 COLORSTEEL MAXX ROOFING AND FLASHINGS - IRON SAND LOUVRETEC CANOPY POWDERCOATED - CHARCOAL PRE CAST OFF SHUTTERED CONCRETE - CLEAR FINISH PLASTERED FINISH ON BLOCK WALL - WHITE 45 X 45MM VERTICAL CEDAR SCREEN - INTERGRAIN STAIN - KOWHAI BOUNDARY GROUND FLOOR LEVEL 650 GROUND FLOOR LEVEL 650 NATURAL GROUND LEVEL TOWNHOUSES G - NORTH EAST TOWNHOUSES G - NORTH ELEVATION ELEVATION 3 : 00 : 00 RESOURCE CONSENT This design and drawing is the copyright of First Principles Architects Limited and is not to be reproduced without written permission REVISIONS L RC 03//06 M RC 07/0/07 Project: SALT. - CONTEMPORARY LIVING Drawing: TOWNHOUSES ELEVATIONS - G Drawn By: JS Checked By: GP Date: 07/0/07 General notes:. Do not scale off drawings.. Contractor shall verify and be responsible for all dimensions on site. 3. Architects to be notified of any variation between the site dimensions and those on plans , po box 44, tauranga MC 343, new zealand Address: 73 GIRVEN ROAD, MOUNT MAUNGANUI Scale: Project No. Sheet No: Revision: A 00 SPI - 0 G.4.0 M

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45 37 Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui Transportation Assessment Report February 07 PO Box 557 Palm Beach Papamoa 35 Reference: 0 TA v4

46 38 Contents. Introduction.... The Site Transportation Environment Traffic Data Daily Traffic Volumes Peak Hour Traffic Volumes Crash History The Proposed Development Traffic Generation and Distribution Existing Traffic Generation Proposed Traffic Generation Traffic Distribution Traffic Effects Parking City Plan Parking Requirements Proposed Parking Provision Expected Parking Demand Accessible Parking Loading and Servicing Internal Site Design Parking Layout Carriageways Footpaths Access..... Vehicle Crossing Location..... Width of Vehicle Crossings Sight Distances Provision for Right Turn Movements Access Operational Performance Road Safety Alternative Transport Modes Conclusion... 4 Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

47 39. Introduction Harrison Transportation has been asked by Lysaght Consultants, on behalf of SNG Investments, to assess the expected transportation effects of the proposed Salt residential development, incorporating a child care centre and café, at 7-73 Girven Road and 6 66 Paterson Street, Mount Maunganui. This report has been updated to reflect the latest development proposal, with a reduction in the size of the child care and an increase of two residential units. The key transportation issues associated with the proposed residential development are: The level of traffic expected to be generated by the proposed activities and the effect that this will have on the adjacent road network. The adequacy of the proposed on-site car parking. The provision of suitable access to the site. These issues are discussed in this report. By way of a summary it is concluded that, with the proposed marking of a flush median on Girven Road and the implementation of a traffic management plan for the proposed child care, the proposed activities can be readily accommodated within the local transportation environment.. The Site The site is located on the northern side of Girven Road, Mount Maunganui, approximately midway between Grenada Street and Maranui Street. The location of the site is shown on Figure. The Site Figure : Site Location. The site is zoned Suburban Residential in the Tauranga City Plan and has been approved as a Special Housing Area. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

48 30 The site presently contains the Golden Grove Holiday Park and an adjacent residential dwelling. While the motor camp site has frontage to both Girven Road and Paterson Street, access is presently only provided to Girven Road. Access to the residential dwelling is from Paterson Street. Photograph shows the site viewed from Girven Road, while Photograph shows the site viewed from Paterson Street. Photograph : The Site, Viewed From Girven Road. Photograph : The Site, Viewed From Paterson Street. Adjacent activities on Girven Road are a variety of commercial and residential. The commercial activities include an accountant s office located immediately to the west of the site, a small commercial centre immediately to the east of the site and a medical centre located on the corner of Girven Road and Patterson Street. Adjacent activities on Paterson Street are predominantly residential. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

49 Transportation Environment Girven Road is classified in the City Plan as a Secondary Arterial Road, forming one of the main east-west links between Maunganui Road (SH9) and the Gloucester Road, Grenada Street and Oceanbeach Road / Maranui Street routes. The Girven Road carriageway varies as follows: Between Maunganui Road and Grenada Street the carriageway is marked with a flush median, with some sections of solid median, and with right turn bays provided within the median at the intersections. West of approximately Gloucester Street, two traffic lanes are provided in each direction, while between Gloucester Street and Grenada Street there is a single lane in each direction. No kerbside parking is provided along this section of road. Between Grenada Street and Ocean Beach Road the carriageway is marked with a centreline and edge lines providing a single traffic lane in each direction. A right turn bay is provided at the intersection of Girven Road and Maranui Street. Kerbside parking is permitted on both sides of this section Girven Road, except adjacent to the Maranui Street intersection. Adjacent to the site the Girven Road carriageway is 3.5m wide with a single 3.8m wide traffic lane in each direction. The parking on the northern side of Girven Road adjacent to the commercial area has a P30 time restriction. Bus stops are provided on each side of Girven Road immediately adjacent to the site. The City Plan shows a road widening designation (C30) along both sides of the full length of Girven Road, with the exception of the section of road adjacent to Grenada Park. It is understood that the land associated with this designation has already been taken, although the fences have not yet been moved to the new boundaries. Photograph 3 shows Girven Road looking to the east while Photograph 4 shows Girven Road looking to the west. Photograph 3: Girven Road Looking East. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

50 4 3 Photograph 4: Girven Road Looking West. Paterson Street is classified as a Local Road. It extends northwards from Girven Road to Concord Avenue. Paterson Street adjacent to the site it has an.0m wide carriageway with no road markings other than those associated with the Stop control at the Girven Road intersection, the Give Way control at the Concord Avenue intersection and on a series of speed humps located at approximate 50m intervals along the road. Kerbside parking is permitted on both sides of Paterson Street, although on the day of the site visit there were few vehicles parked on the carriageway. Photograph 5 shows Paterson Street looking to the north while Photograph 6 shows Paterson Street looking to the south. Photograph 5: Paterson Street Looking North. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

51 5 33 Photograph 6: Paterson Street Looking South. Both Girven Road and Paterson Street have a 50km/h speed restriction. Footpaths are provided on both sides of Girven Road, the path on the southern side of the road being a shared pedestrian and cycle path. A pedestrian crossing is located on Girven Road approximately 50m west of Hawea Street. Paterson Street has a footpath and on the western side of the road only. While Bay Hopper bus routes 30, 33 and 36 use Girven Road to the west of Grenada Street, the only bus route using the bus stops adjacent to the site is the Bay Hopper school bus route 30, which stops once in the morning and once in the afternoon. 4. Traffic Data 4.. Daily Traffic Volumes The latest available traffic count data for Girven Road has been obtained from Council. The count was recorded between Marlin Street and Grenada Street during February 06. The average daily traffic (ADT) volumes from this count are given in the following table. No traffic count data is available for Paterson Street. The ADT has therefore been estimated on the basis of volumes for similar streets in the area. Road Time Period Eastbound Westbound Total Girven Road 5-day ADT 7,69 7,453 5,44 7-day ADT 7,536 7,9 4,755 Paterson Street Estimated ADT - -,000 Table : Daily Traffic Volumes (veh/day). Table shows daily traffic volumes on Girven Road of around 5,000veh/day, with an estimate of,000veh/day on Paterson Street. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

52 Peak Hour Traffic Volumes The peak hour traffic volumes are given in the following table. Again, no data is available for Paterson Street. Peak hour volumes are however typically around 0% of the ADT, so the peak hour volume has been estimated on this basis. Road Time Period Eastbound Westbound Total Girven Road AM Peak (Wed am) PM Peak (Wed pm) , ,433 Paterson Street Estimated Peak Table : Peak Hour Traffic Volumes (veh/h). Table shows peak hour volumes on Girven Road of,68veh/h in the morning peak and,433veh/h in the evening peak. The data shows a heavy westbound bias in the morning peak and an eastbound bias in the evening peak. The estimated peak hour volume on Paterson Street is 00veh/h. The traffic count on Girven Road recorded an 85 th percentile speed of 5km/h. 5. Crash History A search of the NZTA Crash Analysis System (CAS) has been carried out to identify all reported crashes in the vicinity of the site during the five year period 0 to 05. Available data for 06 has also been included. The search area consisted of Girven Road between Grenada Street and Oceanbeach Road, as well as Paterson Street between Girven Road and Lachlan Avenue. The search identified a total of 34 crashes, summarised as follows: Four crashes were recorded at the intersection of Girven Road and Grenada Street, consisting of: o o o Two crashes involved vehicles hitting the rear of other vehicles, one of which occurred on Girven Road and one on Grenada Street. One crash involved a vehicle turning right out of Grenada Street failing to give way to a through vehicle on Girven Road. One crash involved a truck turning left out of Grenada Street hitting a vehicle on the inside also turning left. Three crashes were recorded at the intersection of Girven Road and Hawea Street, consisting of: o o Two crashes involved vehicles turning out of Hawea Street failing to give way to bicycles on Girven Road. One of these resulted in a serious injury. One crash involved a vehicle on Hawea Street hitting the rear of a vehicle stopped for cross traffic. One crash was recorded at the intersection of Girven Road and Korowai Street. This involved a vehicle eastbound on Girven Road hitting the rear of a vehicle turning right onto Korowai Street. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

53 7 35 One crash was recorded at the intersection of Girven Road and Paterson Street. This involved a vehicle westbound on Girven Road hitting the rear of a vehicle turning right onto Paterson Street. Seven crashes were recorded at the intersection of Girven Road and Maranui Street, consisting of: o o o o o One crash involved a vehicle turning right out of Maranui Street failing to give way to a through vehicle on Girven Road. One crash involved a vehicle turning right out of Maranui Street failing to give way to a vehicle turning right onto Maranui Street. Three crashes involved vehicles on Maranui Street hitting the rear of vehicles stopped for cross traffic. One crash involved a vehicle turning left out of Maranui Street failing to give way to a bicycle on Girven Road. One crash involved a vehicle eastbound on Girven Road losing control turning right onto Maranui Street. Two crashes were recorded at the intersection of Girven Road and Oceanbeach Road, consisting of: o o One crash involved a vehicle turning right onto Girven Road failing to give way to a moped northbound on Oceanbeach Road. This resulted in a minor injury. One crash involved a vehicle doing a u-turn on Oceanbeach Road being hit by another vehicle. 6 mid-block crashes were recorded on Girven Road, consisting of: o o o o o o o o o o One crash involved an eastbound vehicle on Given Road cutting in after overtaking another vehicle. One crash involved an eastbound vehicle on Given Road hitting a parked car. Two crashes involved eastbound vehicles on Given Road hitting the rear of slower vehicles. One of these resulted in a minor injury. One crash involved an eastbound moped hitting the rear of a vehicle stopped in a queue of traffic. This resulted in a minor injury. One crash involved a westbound vehicle on Given Road hitting the rear of a vehicle stopped for a pedestrian crossing the road. Two crashes involved vehicles turning right out of private driveways failing to give way to passing vehicles. In both of these crashes visibility was obscured by parked vehicles. One crash resulted in a minor injury. Two crashes involved vehicles hitting vehicles manoeuvring in or out of a parking space. Both of these resulted in a minor injury. Two crashes involved vehicles doing u-turns being hit by other vehicles. Two crashes involved vehicles exiting a private driveway and hitting a parked car. Two crashes involved vehicles hitting pedestrians. One involved a vehicle hitting a pedestrian crossing the road, which resulted in a minor injury, while the other involved a vehicle reversing into a car park and hitting a pedestrian. There were no reported crashes on Paterson Street. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

54 8 36 The reported crashes are shown on Figure. Figure : Crash History. The crash history has identified a large number of crashes along Girven Road, consistent with the high traffic volumes. It is however noted that few of these resulted in an injury. Of relevance to the proposed development are crashes involving vehicles turning in and out of driveways and vehicles hitting parked cars. 6. The Proposed Development The existing motor camp provides a variety of accommodation including 9 motel/cabin units, four tourist flats, 73 camp sites and a manager s residence. The only access is to Girven Road. It is proposed to redevelop the site to provide a total of: 8 residential town-houses consisting of: o o 3 three-bedroom town houses, each with an internal double garage. Five two-bedroom town houses, each with an internal single garage. 53 residential apartments consisting of: Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

55 9 37 o o o Two three-bedroom apartments, each with two allocated car parking spaces. 4 two-bedroom apartments, each with one allocated car parking space. 0 one-bedroom apartments, each with one allocated car parking space. A café with a gross floor area (GFA) of 78m² and with eight car parking spaces. The café will be open from approximately 7.00am to 9.00pm. A child care centre for up to 85 children, with 5 staff. The hours of the child care will be 7.30am to 6.00pm. 8 car parking spaces are proposed for the child care centre, with the implementation of a travel management plan (TMP) to manage the travel of staff and visitors to and from the site. This is intended to limit the peak parking demand of the child care to the available 8 spaces. A draft copy of the proposed TMP is attached to this report. Six additional un-allocated car parking spaces will be provided for residents and their visitors, with residents and visitors also permitted to park in the child care car park outside of the above hours. The proposed site layout, prepared by First Principles Architects, is shown on the site plan attached to this report. This shows that the main access to the site is proposed via a private internal road, with access to both Girven Road and Paterson Street. 7. Traffic Generation and Distribution 7.. Existing Traffic Generation Traffic generation data for casual accommodation is available in the following references: NZ Transport Agency Research Report 453 Trips and Parking Related to Land Use (RR453). Roads and Traffic Authority of New South Wales (RTA) Guide to Traffic Generating Developments (RTA). The expected traffic generation rates given in these references are summarised in the following table. Activity Daily (veh/day/unit) RR453 Peak Hour (veh/h/unit) Daily (veh/day/unit) RTA Peak Hour (veh/h/unit) Motel The following points are noted: Table 3: Expected Traffic Generation Rates of Existing Activity. The RR453 rates given in Table 3 are for the number of occupied motel units, rather than total number of units available. Neither of the above references give traffic generation rates for cabins or camp sites. As the RR453 rates for motels are based on New Zealand data, they are expected to be more applicable than the RTA data. Additional data for camping grounds is available in the Institute of Transportation Engineers (ITE) Trip Generation Manual although it is noted that this data is from a small number of surveys. This reference does not give a daily traffic generation rate, Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

56 0 38 but gives a morning peak hour traffic generation rate of 0.5veh/h/occupied site and an evening peak hour traffic generation rate of 0.4veh/h/occupied site. These rates are comparable with the RTA peak hour rates given in the above table. Traffic generation survey data is typically for the development as a whole, rather than individual components. The traffic generation rates as given above are therefore inclusive of the manager s unit. The traffic generation rates given in the table are for the number of occupied units. While these rates are appropriate for use for the assessment of the peak season traffic generation when all units are occupied, additional occupancy data is required to be able to assess the annual average traffic generation. The expected traffic generation of the existing motor camp during the peak summer season, when all units are occupied, is given in the following table. Activity Number of Occupied Units Traffic Generation Rates Daily (veh/day/unit) Peak Hour (veh/h/unit) Traffic Generation Daily (veh/day) Peak Hour (veh/h) Accommodation Units Camp Sites Total Table 4: Expected Peak Season Traffic Generation of Existing Activity. Table 4 shows an expected total daily traffic generation of the existing motor camp, during the peak season, of 88veh/day, with a peak hour traffic generation of 6veh/h. While the motel units are expected to be well occupied throughout the year, it is expected that the occupancy of the cabins and camp sites will be seasonal, with high occupancies during the peak summer season, but low occupancies during the remainder of the year. No offseason occupancy data is available for the motor camp. Water meter readings are however available, which have been used to estimate the annual average occupancy of the motor camp. It is understood that the water meter records show an average water consumption during the year of 0,848 litres/day. On the basis of a typical water consumption for a camping ground of 0 litres/day/person and.5 persons/unit, this is the equivalent of 36 occupied accommodation units. It is expected that, while the site has more camp sites than motel units, the year-round occupancy of the motel units will be higher than that of the camp sites. The expected traffic generation of the existing motor camp, assessed on the basis of an annual average of 8 occupied accommodation units and 8 occupied camp sites, is given in the following table. Activity Number of Occupied Units Traffic Generation Rates Daily (veh/day/unit) Peak Hour (veh/h/unit) Traffic Generation Daily (veh/day) Peak Hour (veh/h) Accommodation Units Camp Sites Total Table 5: Expected Annual Average Traffic Generation of Existing Activity. Table 5 shows an expected annual average daily traffic generation of the existing motor camp of 08veh/day, with a peak hour traffic generation of 3veh/h. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

57 39 A comparison of the traffic generation given in the above tables shows that the annual average daily traffic generation, assessed on the basis of water consumption, is approximately 38% of the peak season traffic generation, while the annual average peak hour traffic generation is approximately 5% of the peak season peak hour generation. The annual average traffic generation calculated on the basis of water consumption is therefore considered to be a fair assessment of the annual average traffic generation. 7.. Proposed Traffic Generation Traffic generation data for the proposed activities is available in the same references as given in Section 7. of this report. The expected traffic generation rates given in these references are summarised in the following table. Activity Daily (veh/day/unit, veh/day/00m² or veh/day/child) RR453 Peak Hour (veh/h/unit, veh/h/00m² or veh/h/child) Daily (veh/day/unit, veh/day/00m² or veh/day/child) RTA Peak Hour (veh/h/unit, veh/h/00m² or veh/h/child) Residential, Inner City Residential, Suburban Medium Density, up to -Bedrooms Medium Density, 3-Bedrooms Café Child Care Centre Table 6 shows: Table 6: Expected Traffic Generation Rates of Proposed Activities. Residential daily traffic generation rates of between 5.0veh/day/unit and 0.9veh/day/unit. It is noted that the RR453 data is based on location rather than the type of accommodation unit, whereas the RTA data is based on the type of accommodation unit rather than the location. It is assessed that the RTA residential types more accurately reflect the type of development that is proposed. The RTA rates have therefore been adopted for the residential component of the proposed development. The RR453 rates for cafés are higher than the RTA rates. As the RR453 rates are based on New Zealand survey data they are expected to be more applicable than the Australian RTA rates and so have been adopted for this assessment. The RR453 peak hour traffic generation rate for child care centres is consistent with the RTA. The RTA does not however give a daily traffic generation rate. The RR453 rates have therefore been adopted for this assessment. It is noted that a TMP is proposed to be implemented to manage the peak parking demand of the proposed child care centre. While this is expected to reduce the peak traffic generation of the child care, to provide a conservative assessment, no discount factor has been applied. The expected traffic generation of the proposed development, assessed on the basis of the adopted rates, is given in the following table. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

58 330 Activity Medium Density, up to -Bedrooms Medium Density, 3-Bedrooms Number of Units or GFA (m²) or Children Traffic Generation Rates Daily (veh/day/unit, veh/day/00m² or veh/day/child) Peak Hour (veh/h/unit, veh/h/00m² or veh/h/child) Traffic Generation Daily (veh/day) Peak Hour (veh/h) Café Child Care Centre Total Table 7: Expected Traffic Generation of Proposed Activities. Table 7 shows an expected daily traffic generation of 784veh/day, with a peak hour traffic generation of 7veh/h. This represents an increase in traffic generation as follows: Peak season: Daily traffic generation: 496veh/day. Peak hour traffic generation: 0veh/h. Annual Average: Daily traffic generation: 676veh/day 7.3. Traffic Distribution Peak hour traffic generation: 39veh/h. While both Maunganui Road and the Bayfair shopping centre are located to the west of the site, due to the existing congestion in this area it is expected that some of the residential traffic that would otherwise travel to and from the west will instead travel to and from the east, using the Oceanbeach Road and Maranui Street transport links. On this basis, a traffic distribution of 50% to and from the west and 50% to and from the east has been adopted for both the existing motor camp traffic and the proposed residential traffic. Of the proposed residential traffic, it is expected that all vehicles travelling to and from the west will use the Girven Road access, while approximately 50% of vehicles travelling to and from the east will use the Girven Road access and 50% the Paterson Street access. Of the Patterson Road traffic, it is expected that 50% will then travel to and from the north while the remaining 50% will travel to and from the south. The café is expected to predominantly serve the local residential area. On this basis, the traffic distribution is expected to be approximately 50% to and from the west and 50% to and from the east. It is expected that all of the café traffic will use the Girven Road access. Similarly, the child care centre is also expected to predominantly serve the local residential area. On this basis, a traffic distribution of 50% to and from the west and 50% to and from the east has been adopted. It is expected that the traffic to and from the west will predominantly use the Girven Road access while the traffic to and from the east will use the Paterson Street access. Of the Paterson Street traffic, approximately 50% is expected to be to and from the north with the remaining 50% to and from the south. The proportion of vehicles entering and exiting a land use activity during each of the morning and evening peak hours is given in the Institute of Transportation Engineers (ITE) publication Trip Generation Manual. Using these proportions together with the traffic distributions above Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

59 3 33 gives the expected vehicle turning movements at the access driveways as given in the following table. Access Movement Morning Peak Evening Peak Girven Road Paterson Street Left In Right In 5 0 Left Out 6 Right Out 46 4 Left In 7 7 Right In 7 7 Left Out 8 7 Right Out 8 8 Total 7 7 Table 8: Expected Peak Hour Traffic Distribution (veh/h). Table 8 shows that highest turning movements are expected to be the left turn in and right turn out movements at the Girven Road access. 8. Traffic Effects The traffic distribution as given above is expected to give an increase in traffic on the adjacent roads as given in the following table. This table includes both the reduction in annual average traffic associated with the closure of the existing motor camp and the expected increase in traffic associated with the proposed residential, child care and café activities. Road Girven Road Paterson Street Location Existing ADT Existing Generation Proposed Generation Expected ADT West of the site 4, ,093 East of the site 4, ,958 North of the site,000-34,34 South of the site,000-34,34 Table 9: Expected Increase in Daily Traffic (veh/day). Table 9 shows that the daily traffic volume on Girven Road to the west of the site is expected to increase from 4,755veh/day to 5,093veh/day, an increase of approximately.3%. This is assessed as a small increase in the context of the existing traffic volumes, which is expected to have a minimal effect on the existing flow of traffic. Council s Infrastructure Development Code specifies the following design treatments for Secondary Arterial Roads: 7,000veh/day to 5,000veh/day: Two-lane carriageway with cycle lanes, a solid median and no kerbside parking. Over 5,000veh/day: Four-lane carriageway with cycle lanes, a solid median and no kerbside parking. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

60 4 33 The present carriageway layout is not consistent with the above design. It is understood that the road widening designation is to allow the future widening of Girven Road to four lanes, but that this work is not presently programmed. While the expected ADT on Girven Road with the proposed development is marginally over the nominal 5,000veh/day threshold, given the existing capacity constraint at the Maunganui Road / Girven Road roundabout, there is expected to be little benefit in upgrading Girven Road to four lanes at this stage. It is also noted that a shared path is provided for cycles on the southern side of the road. It is therefore proposed to re-mark the section of Girven Road adjacent to the site to provide a flush median, as shown on Drawing attached to this report. This will require the removal of the existing kerbside parking on the southern side of the road. The kerbside parking on the northern side of the road will be retained, apart from a short section either side of the access. The proposed flush, rather than solid median will allow for the right turn movement of vehicles into and out of the adjacent properties. This is discussed further in Section.4 of this report. Table 9 shows that the daily traffic volume on Paterson Street is expected to increase from approximately,000veh/day to,34veh/day. Given the existing very low traffic volumes on Paterson Street, this is also expected to have a minimal effect on the existing flow of traffic. The existing.0m wide carriageway is in excess of the 0.0m required by the Development Code. 9. Parking 9.. City Plan Parking Requirements The City Plan requires on-site parking to be provided for the proposed activities as given in the following table. Activity Number of Units / GFA (m²) / Number of Children Parking Rate (spaces/unit, spaces/00m² GFA or spaces/child) Residents / Visitors Staff Spaces Required Residential Town Houses 8 units.0-36 Residential Apartments 53 units.0-06 Café 78m² Child Care Centre 85 children Total Table 0: City Plan Parking Requirements. Table 0 shows that a total of 64 car parking spaces are required. The City Plan then allows parking reduction adjustment factors for the shared parking areas. The following factors are relevant to the proposed development. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

61 5 333 Factor Adjustment Discussion Shared parking Public transport accessibility Up to 0% where access to shared parking is demonstrated. Up to 0% for developments located within 750m of bus routes with all-day frequencies more than 30 minutes, where good pedestrian facilities are available. Of the available 7 parking spaces, 3 spaces (7%) will be available for shared parking. A factor of.7%, being 7% of 0%, is therefore considered appropriate. Although the bus stops immediately adjacent to the site are only used for school bus services, Bay Hopper bus routes 33 and 36 travel along Girven Road and Grenada Street. The nearest bus stops are located on Grenada Street, an approximate 40m walking distance from the site. These services have 30 minute frequencies. Good pedestrian facilities are available between the bus stops and the site. The bus services therefore comply with the criteria for this factor. Table : City Plan Parking Reduction Adjustment Factors. The City Plan requires the factors given in Table to be applied multiplicatively, giving an overall parking reduction adjustment factor of The use of the parking reduction adjustment factor reduces the on-site parking required by the City Plan from 64 spaces to 44 spaces. 9.. Proposed Parking Provision The proposed parking layout is shown on the site plan attached to this report. This shows that a total of 7 car parking spaces are proposed, as follows: Residential town houses (internal garages): 3 spaces. Residential apartments, Block A: 8 spaces. Residential apartments, Block C: 6 spaces. Residential visitors: 6 spaces. Café: 8 spaces. Child Care Centre: 8 spaces. The proposed provision of 7 car parking spaces is a shortfall of 7 spaces when compared to the requirements of the City Plan. It is noted that while the City Plan car parking requirements allow a reduction factor for shared parking, this factor may not fully account for the reduction in parking demand due to the use of a travel management plan for the child care centre, the non-concurrent peaks and the shared use of some spaces. A detailed assessment of the expected parking demand has therefore been carried out Expected Parking Demand Published parking demand data is available from the same sources of data as given in Section 7. of this report. The same sources of data have been adopted for the assessment of the expected parking demand. This is given in the following table. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

62 6 334 Activity Number of Units / GFA (m²) / Number of Children Parking Rate (spaces/unit / spaces/00m² GFA / spaces/child) Number of Spaces 3-Bed Town Houses 3 units.5 0 -Bed Town Houses 5 units. 6 3-Bed Apartments unit.5 3 -Bed Apartments 4 units. 49 -Bed Apartments 0 units.0 0 Residential Visitors 7 units 0. 4 Café 78m² 3. 0 Child Care Centre: (Without TMP) With TMP 85 children (0.3) Total Table : Expected Parking Demand All Parking Spaces. Table shows that the expected parking demand of a child care centre for 85 children, without a TMP, is 6 spaces. The use of a TMP is proposed in order to reduce the peak parking demand to match the available 8 spaces. This gives a total expected peak parking demand for the complex of 30 spaces, consisting of 88 spaces for residents, 4 spaces for residential visitors, 0 spaces for the café and 8 spaces for the child care centre. The proposed provision of 7 car parking spaces represents a shortfall of 3 spaces. It is however noted that the parking spaces located within the internal garages of the town houses will only be available for use by those units. Similarly, the parking spaces located adjacent to the apartment buildings will be allocated to the units and so will not be available for communal use by other residents or by visitors. The expected parking demand for the un-allocated residential and visitor car parking spaces is given in the following table. Activity Spaces Allocated to Each Unit Number of Units / GFA (m²) / Number of Children - Parking Rate (spaces/unit / spaces/00m² GFA / spaces/child) (6) 8 Number of Unallocated Spaces 3-Bed Town Houses 3 units - - -Bed Town Houses 5 units 0. 3-Bed Apartment unit - - -Bed Apartments 4 units Bed Apartments 0 units - - Residential Visitors 7 units 0. 4 Café 78m² 3. 0 Child Care Centre With TMP 85 children Total Table 3: Expected Parking Demand Un-allocated Parking Spaces. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

63 7 335 Table 3 shows an expected total parking demand for unallocated residential and visitor parking of up to 5 spaces, if the peak parking demand of all activities occurs at the same time. A total of 3 unallocated residential and visitor car parking spaces are proposed, a shortfall of 9 spaces. It is however noted that the peak parking demand of the proposed activities is expected to occur at different times of the day, as follows: Residential units: In the evening and at night. Café: Around mid-day and in the evening. Child Care Centre: During the morning and evening peaks. Data for the variation in parking demand during the day is available in the Institute of Transportation Engineers (ITE) publication Parking Generation. These references do not include data for child care centres, so the variation in parking demand for the proposed child care has been estimated on the basis of surveys carried out in Auckland and Tauranga. The variation in parking demand for the proposed activities is given in the following figure Parking Demand (spaces) Un-Allocated Spaces Total Demand Residential Demand Café Demand Child Care Demand 5 0 6:00 8:00 0:00 :00 4:00 6:00 8:00 0:00 Time Commencing Figure 3 shows the following: Figure 3: Expected Variation in Parking Demand. The peak residential parking demand is expected to occur at night, with a demand for up to un-allocated spaces. The proposed provision of 3 unallocated spaces is sufficient to accommodate this parking demand. During the day, the demand for un-allocated residential parking spaces is expected to be around seven to eight spaces. Six visitor parking spaces are proposed adjacent to the residential areas, resulting in up to two vehicles being required to park elsewhere. As it is proposed that the parking spaces adjacent to the child care and the café will be reserved for those activities during business hours, up to two vehicles associated with the residential activities may be required to park on the street. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

64 8 336 The peak parking demand of the café is expected to be at mid-day, with a demand for 0 spaces, and in the evening with a demand for nine spaces. The provision of eight spaces in the car park adjacent to the café represents a shortfall of two spaces for this activity. It is however expected that the location of the café within the proposed residential development will lead to a higher proportion of customers walking to and from the café than for a typical café. The proposed provision of eight spaces is therefore expected to be appropriate. The peak parking demand of the child care is expected to be during the morning and evening peaks, with a demand for up to 8 spaces. The figure shows that the peak parking demand of all activities combined is expected to be up to approximately 34 spaces, two spaces more than the proposed provision of 3 spaces. This is expected to be associated with the residential activities and to occur for a short period of time in the morning peak and again in the evening peak. Observations of the existing parking demand on Paterson Street show that ample kerbside parking is available to accommodate the expected parking demand of up to two spaces Accessible Parking The New Zealand Standard (NZS) 4:00 Design for Access and Mobility Buildings and Associated Facilities requires that buildings open to the public provide accessible parking for people with disabilities. Accessible parking is therefore required for the café and child care centre, but not the residential units. The Standard requires car parks with up to 0 spaces to provide not less than one accessible parking space, while car parks with between and 50 spaces are required to provide two spaces. One accessible car parking space is therefore required in the café car park and two accessible spaces are required in the child care centre car park. One space is proposed in the café car park and two in the child care centre car park in accordance with this standard Loading and Servicing The City Plan requires both high density residential development and cafés to provide one onsite loading space suitable for use by a heavy goods vehicle. One loading space is proposed, located centrally within the site. The proposed central location is expected to be suitable for the on-site activities, with the exception of the proposed café. Given the small size of the café, it is expected that the demand for a dedicated loading space will be minimal. It is assessed that the width of the access driveway adjacent to the café, at 6.5m, is sufficient to accommodate occasional goods deliveries. 0. Internal Site Design 0.. Parking Layout A review of the proposed car park layout has been carried out. It is confirmed that the dimensions of the proposed car parking spaces are generally in accordance with the dimensions specified in the City Plan. The following points are noted: Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

65 9 337 The City Plan requires all garages or car ports with direct vehicle access to a road to be set back a minimum of 4.5m from the road boundary. As the internal access road is proposed to be private rather than public, this set back is not required. The joint Australian / New Zealand Standard AS/NZS 890.:004 Parking facilities Part : Off-street parking specifies that, in car parks open to the public, a turning area be provided at the end of a blind bay. While the proposed car parking areas adjacent to the apartment blocks are proposed to be reserved for residents, and so do not require a turning area, turning areas are proposed to be provided at the end of these aisles. Of the residential town houses, five will have single internal garages, eight will have side-by-side double garages and five will have stacked parking in end-on-end double garages. The City Plan allows stacked parking for residential activities. While the dimensions of the car parking spaces within the single garages and the sideby-side double garages complies with the requirements of the City Plan, the length of the end-on-end double garages, at approximately 9.9m, does not comply. It is noted that AS/NZS 890.:004 Parking facilities Part : Off-street car parking allows the use of small car parking spaces in certain circumstances. The Standard does not provide any guidance on the appropriate circumstances for use of a small car parking space. It is however assessed that, given the compact floor area of these town house units, a small car parking space is appropriate as a second car parking space. The standard specifies a minimum length of a small car parking space of 4.5m, giving the minimum length of a standard car parking space plus a small car parking space of 9.9m. The proposed length of 9.9m is therefore sufficient to accommodate a standard car parking space and a small car parking space. The double garage in town house F will have a 0.3m by 0.3m splay on the western corner of the garage. While this exceeds the 0.5m obstruction permitted by AS/NZS 890, the 4.6m width of the garage is greater than the minimum of 4.5m and so compensates for the larger obstruction. The size of the garage therefore complies with the standard. The attached Drawings and 3 show the tracking paths of vehicles turning in and out of the car parking spaces and using the turning areas at the ends of the parking aisles. The drawings show that the design vehicle is able to manoeuvre in and out of all car parking spaces and turn in the turning areas with a three-point turn. The drawings show that vehicles tuning in and out of the car parking spaces adjacent to the proposed child care centre will require the full width of the road. The expected traffic generation of the site is given in Section 7 of this report, with the peak hour turning movements at the intersection of the internal access road and Paterson Street given in Table 8. This has identified peak hour traffic volumes on the internal access road at this intersection of: Morning peak: 34veh/h inbound and 36veh/h outbound. Evening peak: 34veh/h inbound and 35veh/h outbound. These volumes represent, on average, one vehicle every 50 seconds, inclusive of the vehicles turning in and out of the car parking spaces. Given these low traffic volumes, any disruption to the flow of traffic on the internal road due to vehicles using the car parking spaces is expected to be minimal. In order to minimise potential conflict between vehicles turning into and out of the child care car parking spaces and vehicles turning into and out of the internal access road at the intersection with Paterson Street, it is recommended that the five car parking spaces closest to Paterson Street be reserved for staff. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

66 0 338 A series of traffic calming measures are proposed along the internal access road. It is expected that these will maintain low vehicle speeds within the complex, minimising any potential conflict with manoeuvring vehicles and pedestrians. 0.. Carriageways The traffic generation data given earlier in this report gives an expected total daily traffic generation of 904veh/day. Of this, approximately 574veh/day is expected to use the Girven Road access and 330veh/day is expected to use the Paterson Street access. Council s Infrastructure Development Code specifies, for local roads carrying between 50veh/day and,000veh/day, the carriageway design shown on Drawing T6. This is shown on the following figure. Figure 4: Infrastructure Development Code Carriageway Design. Figure 4 shows that a 6.0m wide carriageway is required, with footpaths on each side of the road. The site plan shows that the internal access road is proposed to be 6.0m wide. This complies with the Development Code and is assessed as appropriate for the two-way movement of vehicles Footpaths Footpaths are proposed on the western side of the main access road adjacent to Girven Road and on the southern side of the main access road adjacent to Paterson Street. These footpaths connect in the central section of the site with the footpaths to each of the apartment buildings. It is noted that the proposed footpath on one side only of the internal access road does not comply with the Development Code which requires a footpath on both sides. The main pedestrian movements within the site are expected to be as follows: Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

67 339 Between the residential apartment blocks and Girven Road. Between the residential apartment blocks and Patterson Street. Between the child care centre parking area and the child care building. The proposed footpath on the western side of the Girven Road access will provide for the pedestrian movements between the residential apartments and Girven Road. While the five residential units on the eastern side of the internal road will not have access to a footpath, this is a small proportion of the total number of residential units. The proposed footpath on the southern side of the Patterson Street access, with the proposed crossing points located adjacent to the residential apartment blocks, will provide pedestrian access between the apartments and the footpath and on to Patterson Street. While this will not provide pedestrian access to the five residential units on the northern side of the internal road, again this is a small proportion of the total number of residential units. The proposed footpath on the southern side of the Patterson Street access will also provide for the pedestrian movements between the child care parking area and the child care building. It is assessed that the combination of footpaths and identified crossing points will provide appropriate infrastructure for the expected pedestrian movements. The site plan shows a series of traffic calming measures across the internal access road. It is expected that the use of traffic calming treatments on the internal access road will maintain low vehicle speeds within the complex, thus minimising any potential conflict with pedestrians.. Access.. Vehicle Crossing Location The City Plan requires vehicle crossings on a Secondary Arterial Road to be located a minimum of 9.0m from the kerb line of an adjacent intersection located on the same side of the road as the access. The proposed access is located approximately 0m west of Paterson Street and so complies with this requirement... Width of Vehicle Crossings The City Plan specifies that a vehicle crossing serving a business activity be a minimum of 4.0m and a maximum of 9.0m wide, measured at the property boundary. The width of the proposed vehicle crossings are 6.0m which comply with the requirements of the Plan and are sufficient for two-way vehicle movement. The proposed widths are therefore assessed as being appropriate..3. Sight Distances The City Plan requires minimum sight distances to be provided in accordance with the operating speed of vehicles along the road. The traffic count data for Girven Road has recorded an 85 th percentile operating speed of 5km/h. The operating speed of vehicles on Paterson Street has been assessed at 50km/h in each direction. The compliance of the available sight distances with the requirements of the City Plan are given in the following table. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

68 340 Access Girven Road Paterson Street Direction Operating Speed (km/h) Sight Distances (m) Required Available Complies? To the West No To the East No To the South >00 Yes To the North >00 Yes Table 4: Sight Distances at the Site Access. Table 4 shows that the available sight distances at the Girven Road site access do not comply with the requirements of the City Plan, the available sight distances being restricted by parked cars. It is noted that the Land Transport Safety Authority Road and Traffic Standard 6 (RTS6) Guidelines for visibility at driveways requires that the sight lines at high volume driveways on an arterial road have no obstructions. To ensure that the required sight distances are achieved it is recommended that no-stopping lines be marked either side of the Girven Road access as shown on Drawing. This will require the removal of two car parking spaces to the west of the site and two car parking spaces to the east of the site. It is noted that one of the car parking spaces located adjacent to the commercial centre will partially obstruct the sight line to the east. Given that this parking space has a P30 time restriction, it is expected that this space will not always be occupied and that an occasional vehicle parked in the space will not unduly restrict the available sight line. Similarly, it is noted that a bus stop is located immediately to the west of the site access. Given that this bus stop is used by one bus each day, it is assessed that this will not significantly affect the available sight line. Table 4 shows that the available sight distances at the Patterson Street site access comply with the requirements of the City Plan..4. Provision for Right Turn Movements Recommendations for the provision of right turn bays at intersections are given in the Austroads Guide to Road Design Part 4A: Unsignalised and Signalised Intersections. The same principles apply at access driveways. The expected turning movement volumes at the proposed Girven Road access driveway have been assessed using this warrant procedure. This has identified that a right turn bay is warranted when the volume of the right turn in movement exceeds approximately 5veh/h. Section 7.3 of this report has identified an expected right turn in volume of 5veh/h in the morning peak and 0veh/h in the evening peak. The turning movement volume at the Girven Road access therefore meets the warrant criteria for the provision of a right turn bay. Section 7.3 of this report also identified an expected left turn in volume at the Paterson Street access of 7veh/h in both the morning and evening peaks. On the basis that approximately half of this traffic will turn right into Paterson Street at the Girven Road intersection, then the provision of a right turn bay is also warranted at this intersection. In order to accommodate the right turn movements on Girven Road at the site access and at the Paterson Street intersection, it is proposed to mark a flush median on Girven Road. The proposed marking of a flush median is consistent with the carriageway design specified in the Development Code, as discussed in Section 8 of this report, and is also consistent with the assessment criteria given in Council s recommendation for the site to be included as a Special Housing Area. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

69 3 34 The proposed flush median will extend from the pedestrian crossing immediately to the west of Hawea Street to the existing right turn bay at the Maranui Street intersection. The proposed design of the median is shown on Drawing attached to this report. This shows that a right turn bay is proposed at the Paterson Street intersection, however due to the lower number of right turn movements at the main access driveway, a simple gap in the median is proposed. The marking of the flush median will result in the loss of six kerbside parking spaces on the southern side of Girven Road, however the majority of kerbside parking spaces on the northern side of the road are proposed to be retained..5. Access Operational Performance The expected operational performance of the Girven Road site access has been assessed using the peak hour traffic volumes given in Section 7.3 of this report. The results are given in the following table. Peak Period Morning Evening Movement Degree of Saturation Average Delay (s) Level of Service 95 th Percentile Queue (veh) Right In A 0.0 Left Out D. Right Out F. Left In A 0.0 Right In B 0. Left Out F 3. Right Out F 3. Left In A 0.0 Table 5: Operational Performance of Girven Road Access. Table 5 shows that, while left and right turn entry movements are expected to operate efficiently with low delays and minimal queues, significant delays are expected for the left and right turn exit movements, particularly during the evening peak, with queues of up to approximately three vehicles. These delays are due to the high traffic volumes on Girven Road. While the expected delays will lead to a low level of service for vehicles exiting the site, it is noted that the associated queues will be contained within the site and so will not affect the free flow of traffic on Girven Road.. Road Safety Section 5 of this report identified a number of crashes on Girven Road relevant to the proposed development involving vehicles turning in and out of driveways and vehicles hitting parked cars. The proposed flush median will provide protection for vehicles turning right into the properties along this section of Girven Road, while the removal of some kerbside parking will reduce the risk of the sight lines at the driveways being obscured by parked cars. The removal of some kerbside parking will also reduce crashes involving parked cars. Overall, it is assessed that the proposed flush median treatment and associated removal of some kerbside parking is expected to improve the safety of Girven Road. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

70 4 34 The crash history did not identify any reported crashes along Paterson Street. Given the low traffic volumes, it is assessed that the proposed development will not detrimentally affect the safety of Paterson Street. 3. Alternative Transport Modes The internal footpaths on the western side of the Girven Road access and the southern side of the Paterson Street access will connect with the existing footpaths on the northern side of Girven Road and the western side of Paterson Street. The existing pedestrian crossing of Girven Road, located approximately 80m to the west of the site, and the pedestrian refuge located within the central traffic island at the Paterson Street approach to the Girven Road intersection assist in providing pedestrian connectivity to the footpaths on the wider road network. The proposed marking of a flush median on Girven Road will provide shoulders.5m wide, which will cater for on-road cyclists. The existing shared footpath and cycle path on the southern side of Girven Road will then cater for cyclists choosing to cycle off the main road carriageway. As noted earlier in this report, the Bay Hopper bus routes 33 and 36 travel along Girven Road and Grenada Street. Although these services do not travel directly past the site, the nearest bus stops, located on Grenada Street, are an approximate 40m walking distance from the site. These bus services have a frequency of approximately every 30 minutes. The bus services therefore provide a suitable level of passenger transport availability within a close walking distance of the site. 4. Conclusion SNG Investments propose to redevelop the existing Golden Grove Holiday Park site at 73 Girven Road, Mount Maunganui. The proposed Salt residential development will include residential town houses, residential apartments, a café and a child care centre. On-site parking will include internal garages for the residential town houses with at-grade parking for the residential apartments, café and child care centre. The proposed complex is expected to have a total daily traffic generation of 784veh/day, with a total peak hour traffic generation of 7veh/h. The expected distribution of this traffic onto the adjacent road network is expected to vary, with the existing congestion to the west of the site resulting in some traffic that would otherwise travel to and from the west, instead expected to travel to and from the east, using the Oceanbeach Road and Maranui Street transport links. Despite this, the highest turning movements are expected to be the left turn in and right turn out movements at the Girven Road access. The daily traffic volume on Girven Road to the west of the site is expected to increase by approximately.3%, which is assessed as a small increase in the context of the existing traffic volumes and is expected to have a minimal effect on the existing flow of traffic. Given the existing very low traffic volumes on Paterson Street, the assessed increase in traffic is also expected to have a minimal effect. The City Plan requires 44 car parking spaces to be provided. The proposed provision of 7car parking spaces represents a shortfall of 7 spaces. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

71 5 343 While the City Plan car parking requirements allow a reduction factor for shared parking, this may not fully account for the reduction in parking demand due to the use of a travel management plan for the child care centre, the non-concurrent peaks and the shared use of some spaces. A detailed assessment of the expected parking demand has therefore been carried out. The use of a travel management plan is proposed in order to reduce the peak parking demand of the proposed child care centre. With the use of the travel management plan, the combined peak parking demand of the various activities is expected to be 30 spaces. The proposed provision of 7 car parking spaces represents a shortfall of 3 spaces. It is noted that the parking spaces located within the internal garages of the town houses and adjacent to the apartment buildings will be allocated to the residential units and so will not be available for communal use by other residents or by visitors. The peak parking demand of the various activities is also not expected to occur at the same time. An assessment of the expected parking demand for un-allocated parking spaces by the various activities has identified that the peak residential parking demand is expected to occur at night, with a demand for up to un-allocated spaces. 3 un-allocated parking spaces are proposed to be available outside of business hours, which is assessed as sufficient to accommodate this parking demand. The daytime residential parking demand for un-allocated parking spaces is expected to be around seven to eight spaces. Six visitor parking spaces are proposed to be available during business hours, which will require up to two vehicles to park on the street. The peak parking demand of the proposed café is expected to be up to 0 spaces around mid-day and in the evenings. The location of the café within the proposed residential development is however expected to lead to a higher proportion of customers walking to and from the café than for a typical café. The proposed provision of eight spaces is therefore expected to be appropriate. The use of a traffic management plan is proposed to restrict the peak parking demand of the child care centre to the available 8 spaces. The peak parking demand of all activities combined is expected to be up to approximately 34 spaces, two spaces more than the proposed provision of 3 spaces. This is expected to occur for a short period of time in the morning peak and again in the evening peak. Observations of the existing parking demand on Paterson Street show that ample kerbside parking is available to accommodate the expected parking demand of up to two spaces. It is confirmed that the dimensions of the proposed car parking spaces are generally in accordance with the dimensions specified in the City Plan. It is however noted that five of the residential town houses will have stacked parking in endon-end double garages. The length of these garages, at approximately 9.9m, does not comply with the requirements of the City Plan. It is however sufficient for a standard car parking space and a small car parking space. Given the compact floor area of these town house units, the use of a small car parking space is assessed as appropriate. Vehicles tuning in and out of the proposed child care centre car parking spaces will require the full width of the road. The expected peak hour traffic volumes on the internal access road represent, on average, one vehicle every 50 seconds, inclusive of the vehicles turning in and out of the car parking spaces. Given these low traffic volumes, any disruption to the flow of traffic on the internal road due to vehicles using the car parking spaces is expected to be minimal. Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

72 6 344 In order to minimise any potential conflict between vehicles turning into and out of the child care car parking spaces and vehicles turning into and out of the internal access road at the intersection with Paterson Street, it is recommended that the five car parking spaces closest to Paterson Street be reserved for staff. A series of traffic calming measures are proposed along the internal access road. It is expected that these will maintain low vehicle speeds within the complex, minimising any potential conflict with manoeuvring vehicles and pedestrians. The proposed width of the internal access road complies with the Development Code and is assessed as appropriate for the two-way movement of vehicles. It is assessed that the proposed footpaths on the western side of the main access road adjacent to Girven Road and on the southern side of the main access road adjacent to Paterson Street, with central crossing points, will provide appropriate infrastructure for the expected pedestrian movements. The proposed access complies with the requirements of the City Plan, with the exception of the available sight distances at the Girven Road access. It is recommended that no-stopping lines be marked on either side of the Girven Road access to ensure that the required sight distances are achieved. This will result in the loss of four car parking spaces. To accommodate the right turn movements on Girven Road at the site access and at the Paterson Street intersection, it is proposed to mark a flush median. The median will extend from the pedestrian crossing immediately to the west of Hawea Street to the existing right turn bay at the Maranui Street intersection. The proposed marking of a flush median is consistent with the carriageway design specified in the Development Code and is also consistent with Council s recommendation for the site to be included as a Special Housing Area. While the marking of the flush median will result in the removal of kerbside parking on the southern side of Girven Road the majority of kerbside parking spaces on the northern side of the road are proposed to be retained, including the spaces adjacent to the commercial centre. An analysis of the operational performance of the Girven Road access shows that, while the left and right turn movements in to the site are expected to operate efficiently, significant delays are expected for the left and right turn exit movements. These delays are due to the high traffic volumes on Girven Road. While the expected delays will lead to a low level of service for vehicles exiting the site, it is noted that the associated queues will be contained within the site and so will not affect the free flow of traffic on Girven Road. It is assessed that the proposed flush median treatment and removal of some kerbside parking is expected to improve the safety of Girven Road. Given the low traffic volumes, it is assessed that the proposed development will not detrimentally affect the safety of Paterson Street. Accordingly, it is concluded that, with the proposed implementation of a travel management plan for the child care centre, the reservation of the five car parking spaces closest to Paterson Street for staff and the marking of a flush median on Girven Road, the proposed Salt residential development can be readily accommodated within the local transportation environment. Report Prepared by: Bruce Harrison Harrison Transportation 9 February 07 Reference: 0 TA v4 Harrison Transportation Salt Residential Development 73 Girven Road, Mount Maunganui

73 HWC 375 L COVERED CAR SEAT STORE HWC CPBD.4.0 N.4.0 G.5.0 G.5.0 9m² 6m² 6m² 3 6m² 4 9m² G GSPublisherVersion m² 5m² 5m² 5m² 64m² 30m² 4m² 4m² 4m² 30m² ,800 5,400,800 TOTAL 9 CARPARKS P A T E R S O N S T R E ET WALKWAY circulation space ENTRY NON CONTACT GROSS FLOOR AREA 563m m per child m Comms RECEPTION WC access wc / shr L'DRY KITCHEN STAFF TODDLER WC OFFICE SLEEP COVERED DECK PRESCHOOL 3.08m per child LOUNGE SLEEP ROOM SLEEP SLEEP m 40.5 m 36.4 m 7.5 m m PRESCHOOL WC CHANGING PRESCHOOL 3.08m per child TODDLER 3.00m per child INFANT per child INFANT ONE per child KITCH PROJECT ROOM COVERED DECK COVERED DECK COVERED DECK TOTAL OUTDOOR PLAY AREA 487m 85 5.m per child m SERVICE AREAS : 0 No. x m² each STORAGE UNITS APARTMENT TYPES Cafe x Bed + x Bathroom x Bed + x Bathroom x Bed + x Bathroom 3 x Bed + x Bathroom 3 x Bed + x Bathroom + x WC CAR PARKS & GARAGES BUILDING A 8 C 9 D 8 E 5 F 4 G 0 H 6 VISITORS CARPARK CHILDCARE 8 TOTAL 9 NOTE: ALL LOADING TO BE WITHIN COMMON AREAS SITE COVERAGE: SITE A:(childcare)04m² SITE B: 936m² TOTAL SITE: 060m² BUILDING COVERAGE A 530m² C 580m² D 395m² E 80m² F 90m² G 385m² H 49m² CHILDCARE m² TBC RED LINE FROM HASHA SITE PLAN 8 95m² 5m² m² H 95m² 5m² RESOURCE CONSENT This design and drawing is the copyright of First Principles Architects Limited and is not to be reproduced without written permission m² 55m² 87m² 57m² 54m² 56m² WATERFALL STORE 47m² 33m² 9m² 9m² 33m² 8m² A SHARED VILLAGE GREEN STORE RED LINE FROM HASHA SITE PLAN 56m² 5m² 95m² 95m² F 74m² 8m² 9m² 0m² 0m² 0m² General notes:. Do not scale off drawings.. Contractor shall varify and be responsible for all dimensions on site. 3. Architects to be notified of any variation between the site dimensions and those on all plans and drawings. REVISIONS I RC 0/08/06 K RC 0/09/06 L RC 03//06 M RC 07/0/07 0m² 45m² 0m² 0m² 0m² 0m² 0m² 0m² 7m² 0m² m² 6m² 6m² 6m² 6m² 6m² 6m² 67m² C VIS 7m² 3 4 0m² 0m² 0m² 0m² E 7m² 7m² 7m² 7m² 5 8 VISITORS CARPARK po box 44, tauranga MC 343, new zealand MASTER PLAN OF GROUND FLOOR LEVEL : A A3 THIS IS A MARKETING PLAN DO NOT SCALE OF THIS DRAWING THIS PLAN MAY BE SUBJECT TO CHANGE & REVISION BY THE DEVELOPER RED LINE FROM HASHA SITE PLAN VIS VIS 6m² 30m² 4m² 4m² 30m² m² 8m² 8m² 9m² D m² D 59m² 3 D.5.0 6m² CAFE 58m² 53m² (total) G I R V E N R O A D Project: SALT. - CONTEMPORARY LIVING Address: 73 GIRVEN ROAD, MOUNT MAUNGANUI Drawing: MASTERPLAN GROUND FLOOR Scale: A3 Drawn By: Checked By: Date: JS GP 07/0/07 Project No. Sheet No: Revision: SPI M

74 346 Existing kerb side parking to be retained 50m Taper Mark new edge line 3. Mark new right turn bay Proposed No Stopping Lines.0 90m Existing Bus Stop to be retained 0.0 Mark new limit line.5 5m 0m Radius Mark new.5m wide flush median 90m Proposed No Stopping Lines Extend No Stopping lines Mark new edge lines JOIN LINE JOIN LINE m JOIN LINE Mark new right turn bay Extend No Stopping lines 0.0m Taper Mark new right turn bay. Tie into existing right turn bay Existing No Stopping lines Mark new.5m wide flush median JOIN LINE 0m Radius Mark new limit line Mark new.5m wide flush median.0 Existing No Stopping lines No DESCRIPTION DATE CHK SNG Investments 73 Girven Road, Mount Maunganui Proposed flush median and No Stopping Lines PO Box 83, Tauranga 345 Phone: Mobile: DRAWING No SCALE 0 A3

75 347 No DESCRIPTION DATE CHK SNG Investments 73 Girven Road, Mount Maunganui Site Vehicle Tracking PO Box 83, Tauranga 345 Phone: Mobile: DRAWING No SCALE 0 A3

76 348 No DESCRIPTION DATE CHK SNG Investments 73 Girven Road, Mount Maunganui Site Vehicle Tracking PO Box 83, Tauranga 345 Phone: Mobile: DRAWING No SCALE 03 A3

77 349 Addendum Harrison Transportation PO Box 557 Palm Beach Papamoa 35 Project: Subject: 0 - SALT Residential Development, Girven Road Traffic Distribution Sensitivity Test Date: 9 February 07. Introduction Harrison Transportation has previously prepared a Transportation Assessment report for the proposed SALT development at Girven Road, Mount Maunganui. Council have expressed concern that, due to delays to the right turn out movement at the Girven Road access, additional traffic may choose to use the Paterson Street access. This addendum provides the results of a sensitivity test with a greater proportion of generated traffic using the Paterson Street access.. Traffic Distribution The Transportation Assessment report adopted a traffic distribution for the various activities as given in the following table. Activity Girven Road Access Paterson Street Access To/From West To/From East To/From North To/From South Residential 50% 5%.5%.5% Café 50% 50% - - Child Care Centre 50% - 5% 5% Table : Traffic Distribution Transportation Assessment Report. The table shows essentially an equal distribution of traffic between the east and west, with the movements to and from the east split between the Girven Road access and the Paterson Street access. Council have expressed concern that this may under-estimate the generated traffic using the Paterson Street access and have suggested a revised distribution. The revised distribution used for the sensitivity test is given in the following table. Activity Girven Road Access Paterson Street Access To/From West To/From East To/From North To/From South Residential 5% 5% 5% 5% Café 50% 50% - - Child Care Centre 5% - 5% 50% Table : Traffic Distribution Sensitivity Test.

78 350 The revised distribution has equal proportions of residential traffic in each direction at each access. The proposed child care has a similar distribution, however due to the location of the child care within the site, traffic that could potentially use the Girven Rd access to and from the east is instead expected to use Paterson Street. The expected vehicle turning movements at each of the access driveways, with the sensitivity test, are given in the following table. Access Movement Morning Peak Evening Peak Girven Road Paterson Street Left In 5 Right In 6 0 Left Out 6 Right Out 5 Left In 8 34 Right In 33 0 Left Out 9 Right Out Total 7 7 Table 3: Sensitivity Test Peak Hour Traffic Distribution (veh/h). The sum of the turning movements in the morning peak, at 7veh/h, is higher than the assessed peak hour traffic generation of 7veh/h due to rounding. The table shows that the largest turning movements are the left turn in and left turn out at the Paterson Street access. 3. Traffic Effects The increase in traffic on the adjacent roads using the revised traffic distribution of the sensitivity test is given in the following table. Road Girven Road Paterson Street Location Existing ADT Existing Generation Proposed Generation Expected ADT West of the site 4, ,9 East of the site 4, ,093 North of the site,000-8,8 South of the site,000-67,67 Table 4: Expected Increase in Daily Traffic (veh/day). Table 4 shows that the daily traffic volume on Girven Road to the west of the site is expected to increase from 4,755veh/day to 4,9veh/day, while the traffic on Girven Road to the east of Paterson Street is expected to increase to 5,093veh/day, an increase of approximately.3%. This is assessed as a small increase in the context of the existing traffic volumes, which is expected to have a minimal effect on the existing flow of traffic. These are similar volumes to that given in the Transportation Assessment report. Table 4 shows that the daily traffic volume on Paterson Street to the north of the site is expected to increase from approximately,000veh/day to,8veh/day. Given the existing very low traffic volumes on Paterson Street, this is also expected to have a minimal effect on

79 35 the existing flow of traffic. The daily traffic volume on Paterson Street to the south of the site is expected to increase from approximately,000veh/day to,67veh/day. While this is a greater increase than that to that north of the site, it is noted that the length of road to the south of the Paterson Street access, at approximately 5m, is relatively short. The additional traffic does not affect the required carriageway width which, at.0m wide, is greater than the 0.0m required by the Development Code. 4. Girven Road Access Operational Performance The expected operational performance of the Girven Road site access has been assessed with the turning movement volumes of the sensitivity test. The results are given in the following table. Peak Period Morning Evening Movement Degree of Saturation Average Delay (s) Level of Service 95 th Percentile Queue (veh) Right In A 0.0 Left Out B. Right Out F. Left In A 0.0 Right In B 0. Left Out D.4 Right Out F.4 Left In A 0.0 Table 5: Operational Performance of Girven Road Access. Table 5 shows a small improvement in performance when compared to the operational performance given in the Transportation Assessment report. 5. Paterson Street Access An assessment has been carried out to determine whether the increase in traffic on Paterson Street associated with the sensitivity test warrants the provision of a right turn bay. This has been carried out using the procedures given in the Austroads Guide to Road Design Part 4A: Unsignalised and Signalised Intersections. This assessment indicates that the provision of a right turn bay may be warranted when the volume of the right turn movement exceeds 80veh/h. The expected right turn volume of 33veh/h in the morning peak and 0veh/h in the evening peak does not meet this warrant criteria. 6. Conclusion This addendum presents the results of a sensitivity test of the expected traffic distribution at the proposed SALT development at Girven Road. The traffic distribution used for the sensitivity test has an increased proportion of traffic using the Paterson Street access. With the revised traffic distribution, the largest turning movements are the left turn in and left turn out at the Paterson Street access.

80 35 The resulting increase in traffic volumes on Girven Road are similar to that given in the transportation report. The revised traffic distribution results in a higher increase in daily traffic volumes on Paterson Street than for the original assessment, the greatest increase being to the south of the site. It is however noted that the length of Paterson Street to the south of the access is relatively short and that the additional traffic does not affect the required carriageway width which is greater than the minimum required by the Development Code. The revised traffic distribution results in a small improvement in the operational performance of the Girven Road access when compared to the traffic distribution used in the Transportation Assessment report. The expected increase in traffic at the Paterson Street access does not meet the relevant warrant criteria for the installation of a right turn bay. It is therefore concluded that the revised traffic distribution of the sensitivity test does not alter the conclusions of the Transportation Assessment report. Bruce Harrison bruce@harrisontransportation.co.nz Phone: Mobile:

81 353 APPENDIX 6 Council s Specialist s Comments

82 354 Shanan Miles From: Sent: To: Subject: Wayne Thompson Monday, 4 November 06 6:4 a.m. Shanan Miles RE: RC533 - SALT Special Housing Area Development - Girven Road Revised road marking plan as requested. Regards Wayne Thompson From: Shanan Miles Sent: Friday, November 06 :36 p.m. To: Wayne Thompson <Wayne.Thompson@tauranga.govt.nz> Subject: RE: RC533 - SALT Special Housing Area Development - Girven Road Good Afternoon Wayne, Could you please take one last look at the attached plans demonstrating proposed re-marking of the Girven Road corridor. Hopefully all in order? Many thanks and have a great weekend, Shanan Miles Development Planner Tauranga City Council extn 7697 shanan.miles@tauranga.govt.nz From: Wayne Thompson Sent: Thursday, 0 October 06 :3 p.m. To: Shanan Miles <Shanan.Miles@tauranga.govt.nz> Subject: RE: RC533 - SALT Special Housing Area Development - Girven Road Martin and I have had a look and the feedback from the re-design for this application based on the new information supplied is as follows: Girven Rd comments re changes to road markings:. Our apologies but we believe the width of the flush median can be.5m not 3m and the south side shoulder increased from 0.5m to.0m.. Also right turn slots should be included at Hawea St and Korowai St. 3. There is no need to leave a gap in the flush median for their entrance as it is a private road and not a public street.

83 The proposed no stopping lines are agree to. Development Site comments:. The internal roads are all private. Car park manoeuvring is acceptable with the turning diagrams provided. 3. Vehicle tracking looks okay. 4. Loading / Unloading dedicated space now provided. 5. a)shortfall of parking equates to approximately 4 spaces without applying discount factors. The introduction of a Travel Management Plan allows for some flexibility in onsite parking spaces as different activities have different operating hours. Martin and I can accept their rationale for the parking and agree to them providing a total number of onsite parks at 6 spaces. b) They propose to mark the first 5 spaces entering from Paterson Street as staff only parks. This will ensure there is ample queuing length to allow for parents and care givers to the Childcare. c) It is agreed that 5m of no parking lines should be marked each side of the Paterson Rd vehicle crossing by the applicant to ensure sight distances are maintained. d) Unfortunately the parking area for the Café has not been re-positioned as requested. We still have some concerns with this location regarding queues out onto Girven Rd and potential crashes occurring? The Traffic Assessment indicates that the café will cater for the local residential area and that all traffic to the Café will use the Girven Rd entrance. This reinforces our concerns with the parking area location. 6. We cannot tell if the footpath along the frontage of the Childcare has been amended to m wide or that wheel stops in each park are proposed? Clarification on this matter is required. 7. No dedicated waste / recycling area is shown. It is presumed the loading space will be used? 8. Both entry points will be commercially constructed vehicle crossings constructed in accordance with IDC requirements. Suggested Traffic and Parking conditions:. That a total of 6 parking space be provided on site generally in accordance with the plans submitted with the application.. That the width of the flush median on Girven Road be.5m with the south side shoulder be marked at m from the kerb. That right turn bays be marked for traffic entering Hawea St, Korowai St and Paterson St. 3. That no parking lines be installed for a distance of 5m each side of the Paterson St entry / exit to ensure adequate sight distances are available. 4. That roadside spaces as indicated on the road marking plan along Girven Rd be removed. 5. That the first 5 angle spaces adjacent to the Childcare and the Paterson St entry be clearly marked for staff parking only. 6. That an appropriate Travel Management Plan be implemented by the Childcare prior to the operation commencing on site. 7. All road marking changes on Girven Rd including the removal of all old road markings shall be at the cost of the applicant. Regards Wayne Thompson Traffic Safety and Planning Specialist Tauranga City Council From: Shanan Miles Sent: Tuesday, 8 October 06 :55 a.m. To: Martin Parkes <Martin.Parkes@tauranga.govt.nz> Cc: Wayne Thompson <Wayne.Thompson@tauranga.govt.nz>; Clare Cassidy <Clare.Cassidy@tauranga.govt.nz> Subject: RC533 - SALT Special Housing Area Development - Girven Road Good Morning Martin, Back in August you provided some comments on the above referenced development (your attached).

84 356 In terms of the proposed works on Girven Road, as per the attached plan, they have amended these in accordance with your recommendations. One (small) departure is that Bruce has recommended yellow no-stopping lines along the northern side of Girven Road resulting in the loss of two kerb side car parks this is to achieve acceptable sight line distances from the development s Girven Road vehicle access. A revised traffic assessment has been prepared by Harrison Transportation that addresses many (but not all) of your comments. Perhaps the most noteworthy that has not been addressed is the location and layout of the café/café carpark. In terms of the car parking shortfall, the demand for on-site car parks has been reassessed and found to be a shortfall of 6 spaces under the City Plan requirements (4 required vs 6 proposed) this is before parking reduction adjustment factors are applied. For the residential activities, when the apartment/unit rates from the City Plan are used (as opposed to the blanket spaces per unit rate), this shortfall reduces to an overall shortfall of 4 spaces associated with the residential and café activities note that this is before parking reduction adjustment factors are applied. The childcare component actually has an over-supply in term of the City Plan (3 proposed vs 7 required). The Applicant has now included a draft Travel Management Plan for the Childcare activity. One other thing to note is that the expected traffic generation of the existing campground activity has been significantly reduced. This is down to the over-inflated scale of the existing activity upon which the original calculations were based. Could you or one of your team have a look at the revised plan for the Girven Road works, revised traffic assessment and draft travel management plan and provide further feedback. Happy to sit down and discuss. Many thanks, Shanan Miles Development Planner Tauranga City Council extn 7697 shanan.miles@tauranga.govt.nz 3

85 357 Shanan Miles From: Sent: To: Subject: Trevor Hill Thursday, July 06 7:54 a.m. Shanan Miles RE: RC533* - Proposed development under the Girven Road Special Housing Area. HASHA. (qa4487) Hi Shanan No issues with proposed water supply. No issues with proposed stormwater management. Some issues with wastewater proposal. Proposed non compliance drop between manholes is not acceptable, proposed route NE side of building E is not acceptable for future access / maintenance. From the long sections there appears to be scope to regrade the sw lines starting further back which may provide the required drop between manholes and the line shown NE of building E could be re routed to be SW of the child care centre as it is now. Trevor Hill Tauranga City Council Development Engineer Mobile Original Message----- From: Shanan Miles Sent: Wednesday, 3 July 06 3:34 p.m. To: Trevor Hill Subject: RE: RC533* - Proposed development under the Girven Road Special Housing Area. HASHA. (qa4487) Thanks for the update Trevor. Shanan Miles Development Planner Tauranga City Council extn 7697 shanan.miles@tauranga.govt.nz Original Message----- From: Trevor Hill Sent: Wednesday, 3 July 06 3:33 p.m. To: Shanan Miles <Shanan.Miles@tauranga.govt.nz> Cc: Karen Novak <Karen.Novak@tauranga.govt.nz> Subject: RE: RC533* - Proposed development under the Girven Road Special Housing Area. HASHA. (qa4487) Hi Shanan Just awaiting advice from wastewater asset manager regarding proposed wastewater layout.

86 I am away today but that feedback should be on my desk tomorrow. 358 Should be able to forward feedback tomorrow. Trevor Hill Tauranga City Council Development Engineer Mobile Original Message----- From: Karen Novak Sent: Wednesday, 3 July 06 :48 a.m. To: Trevor Hill Subject: FW: RC533* - Proposed development under the Girven Road Special Housing Area. HASHA. (qa4487) Good morning Trevor, Are you able to give Shanan an update on this application. Thanks, Karen Karen Novak Certification Coordinator Tauranga City Council karen.novak@tauranga.govt.nz Original Message----- From: Shanan Miles Sent: Wednesday, 3 July 06 :40 a.m. To: Karen Novak Subject: FW: RC533* - Proposed development under the Girven Road Special Housing Area. HASHA. (qa4487) Hi Karen, Could you please confirm who is dealing with this one - I haven't heard anything back and I sent the referral a few weeks ago. Many thanks, Shanan Miles Development Planner Tauranga City Council extn 7697 shanan.miles@tauranga.govt.nz Original Message----- From: Shanan Miles Sent: Friday, 4 June 06 :44 a.m. To: Karen Novak <Karen.Novak@tauranga.govt.nz> Subject: RC533* - Proposed development under the Girven Road Special Housing Area. HASHA. (qa4487)

87 Hi Karen, 359 Could you please allocate the above to one of the Development Engineers and let me know who that is. Many thanks, Shanan RC Number: RC533 Address: 7 & 73 Girven Road and 64 & 66 Paterson Street, Bayfair Reason for referral: The purpose of this referral is to seek an engineering review of this combined land use and (unit title) subdivision. Particular attention is needed in terms of ensuring that the development can be appropriately serviced (we need to ensure that capacity exists within Council's infrastructure) and that the development is appropriate in terms of any site constraints (flooding, etc). Services are to remain within private ownership. Matters of discretion: This application has been made under the Housing Accords and Special Housing Areas Act and, as such, Council's discretion is not restricted. Specific Planner requests/comments in relation to the application: Please review the Services Assessment (Appendix 5) of the application and section 5.6 (Servicing Effects) of the Resource Consent Application. Comments from Development Engineer: i.e. does the Engineer support the details of the application Conditions from Development Engineer: Including standard, and site specific conditions Please note: Where site specific conditions are proposed please comment as to the purpose and reasoning for the condition. Further Information Required: Please the planner direct with request Any questions: Give us a call Open in Navigator Double click on the attachment Open in ECM for Browser Open in Your Browser 3

88 360 Shanan Miles From: Sent: To: Subject: Samuel Olatunbosun Wednesday, 6 November 06 :9 p.m. Shanan Miles RC Girven Road - DE conditions Hi Shanan, Please find conditions below. Also, note that I have highlighted references to 4 certification as discussed. Please change it to reference the correct form of final certification. All matters and works relating to the servicing and accessing of the subdivision, shall be designed, supervised, constructed and certified in accordance with requirements of the Council s Infrastructure Development Code. The consent holder shall supply to the Council a set of 'as built' plans of all engineering works in accordance with the Council s Infrastructure Development Code. The location of any subsoil drains shall be shown on the as-built drawings submitted to the Council and within the geotechnical completion report required by Condition Insert Condition #. Prior to any works commencing on the site (exclusive of site clearance or bulk earthworks associated with any Environment Bay of Plenty earthworks consent) the consent holder shall submit, to the Council, plans of the proposed activity to and obtain plan approval. Including the following: - The information and plans required by the Infrastructure Development Code; - All flood risk areas; - All potential run out areas. - Details of the construction of the road to vest and the proposed traffic management measures - Details of the proposed internal sewer reticulation network to vest. The proposed 50mm diam. sewer line between proposed SSMH/ and SSMH/ shall be installed with a larger PVC duct/pipe and no connection shall come off this line. The proposed SSMH/ and SSMH/ shall be at least 00mm in diameter. - Details of proposed Fire Fighting system. - Details of any overland flow paths. - Details of the works to establish a suitable building platform on each proposed lot. - Results of CCTV inspection of the sanitary sewer line from the existing SSMH/ to SSMH/. The existing motel units currently located within the site shall be removed. All existing redundant sanitary sewer lines and manholes shall be removed. The proposed sanitary sewer manholes SSMH/ and SSMH/ shall be at least 00mm in diameter. The proposed 50mm diam. sewer line from the proposed SSMH/ to SSMH/ shall be installed with a larger PVC duct/pipe and no connection shall come off this line. Any cuts and fills on the boundary shall be retained by a specifically designed retaining wall. The Consent Holder shall provide to the Council a Geotechnical Completion Report complied by a Category //3 Geo-Professional. The report shall: - Comply with the Council s IDC QA4 requirements; - Display the position of all designated building platforms and building restriction lines where applicable; - Confirm earthworks and/or building platforms have been constructed to comply with the New Zealand Building Code requirements;

89 36 - Certify that any residual settlement or differential settlement that may still occur shall not exceed the manufacturer's recommendations with respect to the installed underground pipe networks to be vested in Council or exceed accepted design techniques with respect to road settlement or long term deflection, or exceed the settlement limitations as detailed in the New Zealand Building Code. - Comment on removal or amendment of existing land feature/s displayed on Council s GIS. Pursuant to Section 8 of the Resource Management Act 99, the Council may review this condition, upon receipt of the Geotechnical Completion Report, and require a Consent Notice to be registered on the Certificate of Title of any allotments to which the recommendations of the Geotechnical Completion Report relate to. The consent holder shall register an easement in gross in favour of the Council over the existing and proposed sanitary sewer main to be vested in Tauranga City Council. The easement in gross shall be shown on the survey plan prior to certification pursuant to Section 3 of the Resource Management Act 99 and shall be shown as the Right to Drain Sewage and be registered on the survey plan under a Memorandum of Easements in Gross. All earthworks design, testing and construction shall be undertaken in accordance with DS/CS0 of the Infrastructure Development Code and the specific requirements of the consent holders appointed Geo- Professional. Prior to any works commencing onsite the consent holder shall undertake a CCTV inspection of the sanitary sewer line from the existing SSMH/ to SSMH/. Copies of the information relating to this survey and CCTV work shall be provided to Council s Team Leader: Drainage Services within 3 weeks following completion of the survey and CCTV works. Monitoring shall continue at regular intervals during and immediately after the earthworks operations to check the condition of the sewer line and to ensure its serviceability. If damage occurs to the mains as a result of the earthworks operations, the Council will repair the mains at the consent holder s expense, with any payment for repairs or losses arising as a result of the damage shall be paid prior to certification pursuant to Section 4. All finished floor levels shall be in accordance with the Architectural Drawings prepared by First Principles Architects project number SPI-0 Revision I dated 0 August 06 (TCC reference number A ). Pursuant to Section of the Resource Management Act 99, a consent notice shall be registered on the Certificate of Title advising the owners and subsequent owners thereof, of the following requirement to be complied with on a continuing basis: The on-site stormwater disposal system shall be constructed in accordance with the recommendations contained in the soakage report compiled by Lysaght Consultants Ltd reference 5990 dated 09 May 06 The stormwater disposal system shall be maintained on a continuing basis in accordance with the Chartered Professional Engineer s report. The cost of maintenance of the system is at the Property Owner s expense. All costs associated with the conditions of this consent, including those required under the Infrastructure Development Code, shall be met by the consent holder. Advice Notes Where any building or drainage works are required to satisfy conditions of this consent, all consents required under the Building Act 004 must be obtained prior to the works being carried out. Regards, Samuel Olatunbosun Development Engineer Tauranga City Council samuel.olatunbosun@tauranga.govt.nz

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