Platform 01: The Cutting Concept. Winch

MAIN CABLETop of Stairs

Bottom of Bank

Top of Bank

Top of Bank

Bottom of Bank

Supports

Tree

Mid String

Beam RL : 231.80

Appr

ox 2

.60m

Appr

ox 4

.05m

Unders

ide of

Stru

cture

Winc

hSupports

Beam

Winch

2.75mto cable

Invert212.63

213.28

213.22

213.22

213.01

212.84

212.61

212.77

212.43

212.33212.02

212.48

212.12

211.94

211.86

211.90

211.65211.36

211.44211.45

211.21

211.16

Pipe Continues

217.09

218.54

218.56

218.27

218.03218.06

213.36

213.11213.05

212.87

212.70

212.62212.62212.53

214.35

214.82

215.29

215.77

211.20

211.50

211.88

211.98

212.15

212.20

212.37

212.47

212.57

212.39

212.95

213.29

213.94

213.65

214.75

215.91216.94

216.89

216.99

217.09

216.47

215.31

214.59

214.11

213.34

211.33

211.62

211.72

211.85

211.96

212.11

212.55

212.97

213.32

213.42

213.48

213.23

213.27

213.37

213.64

213.73

Site Plan of Lot 2 DPS 44124, 1:50 @ A2

7813 - D

Date:

Scale:

Project No.

C:\1

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31 M

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202

1

TCCLot 1 DPS 51590 & Lot 1 DPS 827221031 Omanawa Road

Client:

This plan is to be used by the named client only.Areas and dimensions are approximate only andare subject to final survey.Levels are in terms of:Origin of levels is:

Drawn by: RJK

January 2021TOTAL AREA:

Comprised in CFR:

6.6154haSA43D/853, SA65B/226

IB I DPS 69482 (NZVD2016: 287.63)

This plan has been prepared by and is copyright to

Notes:

Contour interval is: 0.20m

Moturiki 1953

PO Box 5196, Mount Maunganui 3150 www.rpc.co.nz

Client: Tauranga City CouncilIssued For: Resource ConsentRev: /Issued: 31.03.21

N 0m 5m2.5m

Dw Nb: IGL_4304_SK_Platform_01 Scale: 1:100 @ A3

Dw: JT Rv: AN

01

02

03

06

07

05

Platform 01: The Cutting.

1. Existing path interfaces with proposed platform.

2.

Platform extends out on a flat plain. Materiality options for low reflectivity, recessive colours & materials. I.e, timber steps with gravel infil, expanded steel mesh, timber decking & handrail/balustrade.

3. Balustrade along front and side edges.Opportunity to include Mahi Toi.

4. Balustrade continues into gate to match.

5. Existing timber stairs reformed to tie into deck level.

6. Proposed safety gate at base of steps.

7. Existing track towards tunnel remains, for authorised access only.Approx. 4m

Approx. 4m

Approx. 2

.5m

Approx. 2

.5m

Platform 01: The Cutting Concept.Platform 01: The Cutting Concept.Existing 4WD Gravel track Existing 4WD Gravel track from Omanawa Road & from Omanawa Road & Towards proposed upgraded track access.Towards proposed upgraded track access.

Existing CuttingExisting Cutting

Heritage Heritage Features Features (above)(above)

Existing Rock Existing Rock Cliff FaceCliff Face

Existing Beam above.Existing Beam above.

Steep bank Steep bank below.below.

View to View to Omanawa Falls.Omanawa Falls.

04

Location Plan.Location Plan.To be read in conjunction with Masterplan.To be read in conjunction with Masterplan.

Aerial Base:Aerial Base:7813 - D Lot 1 DPS 51590 & Lot 1 DPS 827227813 - D Lot 1 DPS 51590 & Lot 1 DPS 82722By RCP. Jan 2021.By RCP. Jan 2021.

Existing Cable Infrastructure

Existing Cable Infrastructure

/ Power Station pulley.

/ Power Station pulley.

Proposed timber deck

Approx. 4 m

Appro

x. 1.

2 m

Appr

ox. 2

.5 m

PLAN(NOT TO SCALE)

CROSS-SECTION A-A'(NOT TO SCALE)

Project: OMANAWA FALLSJob No.: 1015067.3000Description: PLATFORM 1 CONCEPT SKETCHComputed: ZKC 04/05/2021

? ? ? ? ? ? ? ? ? ? ? ? ?

?

?

?

?

Assumed ground profile Appropriate benchprofile to be undertaken

Any loose material tobe removed

50

HD16 @ 200 c/c

50 x 100 H4 timber planksRamplug into concrete slab

Min. 50 mm concreteblinding layer

100 mm bugle headcoach screw

??

??

?

??

??

??

??

Assumed bankprofile

Dished channel as perWBOPDC Development CodeStandard Drawing W426

?

?

?

?

?

?

Compactedfill

Notes:1. All dimensions are in millimeters unless noted otherwise2. All timber: Radiata Pine3. All elements to be confirmed during detailed design

Top

of B

ank

Existin

g Trac

k Path

Top

of B

ankExis

ting A

cces

s to F

alls V

ia Tu

nnel

Spothe

ights

show

n out

of co

ntoure

d area

are

from U

AV posit

ions t

aken

on ex

pose

d cliff

face

s

226

227

228

229

230

231

229.2

9

227.8

2

228.2

3

225.9

7

229.8

5

224.8

3

225.6

8

226.2

5

226.8

6

227.4

3

227.7

4

227.9

6

229.0

3

229.6

7

230.2

6

230.7

2

231.2

8

231.4

8

232.0

1

231.2

8

230.4

7

230.1

5

229.2

9

228.3

5

227.2

8

226.4

3

225.0

7

226.0

2

226.8

6

227.4

8

228.8

4

229.7

0

230.2

5

231.0

7

231.5

3

231.9

7

230.0

3

229.9

7

229.7

1

228.8

1

228.2

522

8.89

229.1

6

226.6

8

226.3

8

226.0

6

225.9

1

226.8

3

227.5

3

228.3

4

228.9

9

229.6

6

230.1

6

230.3

3

229.8

2

230.3

1

225.6

8

203.9

1

203.8

5

204.3

2

213.5

2

221.4

9

219.8

5

216.9

5

213.0

721

0.6520

5.80

214.4

5

220.8

1

209.8

2

211.2

0

205.6

2

206.6

0

220.6

5

220.7

121

1.37

217.2

9

220.4

3

Site Plan

of Prop

osed

Viewing

Platfor

m

Lot 1

DPS 51

590 &

Lot 1

DPS 82

722

1031

Oman

awa R

oad

Date:

11 Feb

ruary

2021

Scale:

1:75

@ A3

Drawn b

y:

RJK

7813

- H

C:\12d

Synerg

y\Work

spac

e\data

\RPC-12

D\7813

-TAURANGA CITY C

OUNCIL_33

200\1

2D\78

13 Tau

ranga

City

Cou

ncil.1

2dmod

el\78

13 Tau

ranga

City

Cou

ncil

Client:

TCC

TOTAL AREA:6

.6154

ha

NOTES:This

plan

is to

be us

ed by

the n

amed

clien

t only

.

Areas a

nd di

mensio

ns ar

e app

roxim

ate

only

and a

re su

bject

to fin

al su

rvey.

Leve

ls are

in te

rms o

f:

Origin

of lev

els is

:

Compri

sed i

n CFR :S

A43D/85

3, SA65

B/226

IB I DPS 69

482 (

NZVD2016

: 287

.63)

This pl

an ha

s bee

n prep

ared b

y and

is co

pyrig

ht to

Ref:

Contou

r inter

val is

:Moturik

i 195

3

NA

PO Box 51

96, M

ount

Maung

anui

3150

www.rp

c.co.n

z

Client: Tauranga City CouncilIssued For: Resource ConsentRev: /Issued: 31.03.21

N0m 2.5m1.25m

Dw Nb: IGL_4304_SK_Platform_02 Scale: 1:50 @ A3

Dw: JT Rv: AN

Platform 02: Upper Platform Concept.Platform 02: Upper Platform Concept.

Approx. 8m

Approx. 8m

Approx. 4mApprox. 4mPlatform 02: Top Platform.

1. Proposed track upgrades. Refer to Engineer’s drawings and subject to Developed Design.

2. Existing trees to be retained if possible.

3. Track junction / interface with platform.

4.

Platform extends out on a flat plain. Materiality options for low reflectivity, recessive colours & materials. I.e, timber steps with gravel infil, expanded steel mesh, timber decking & handrail/balustrade. Platform terminates before edge of cliff.

Note: For maximum potential platform size envelope, refer to Structural Engineer Sketch.

5. Balustrade wraps around all sloped edges.Opportunity to include Mahi Toi.

01

01

02

Towards start of track Towards start of track and Existing 4WD and Existing 4WD

Gravel track.Gravel track.

Track continues Track continues towards falls.towards falls.

02

03

04

02

05

View to View to Omanawa Falls.Omanawa Falls.

View to River v

alley.

View to River v

alley.

Location Plan.Location Plan.To be read in conjunction with Masterplan.To be read in conjunction with Masterplan.

Aerial Base:Aerial Base:7813-MTM-SU-SR131-Site Plan H7813-MTM-SU-SR131-Site Plan HBy RCP. 11.02.2021. By RCP. 11.02.2021. Location TBC.Location TBC.

PLAN(NOT TO SCALE)

App

rox.

8 m

Approx. 4.5 m

Galvanised IWRC wire rope(6 x 19, 16 mm) or similar(Tieback point location to beconfirmed)

View to

Omanawa Falls

Cliff edge

Max. 1.5 mspacing

Max

. 1.8

msp

acin

g

View to

River v

alley

Track continues

towards falls

Towards start of trackand existing 4WD

gravel track

Project: OMANAWA FALLSJob No.: 1015067.3000Description: UPPER PLATFORM LOOKOUT CONCEPT SKETCHComputed: ZKC 20/05/2021

A A'

30 MPa reinforcedconcrete ground beam

200 mm SEDtimber piles

Notes:All elements to be confirmed during detailed design.

CROSS-SECTION A-A'(NOT TO SCALE)

Project: OMANAWA FALLSJob No.: 1015067.3000Description: UPPER PLATFORM LOOKOUT CROSS-SECTION A-A' CONCEPT SKETCHComputed: ZKC 20/05/2021

30 MPa reinforcedconcrete ground beam

Ground anchors(25 mm Reid bars or similar)

Galvanised IWRC wire rope(6 x 19, 16 mm) or similar

50 x 150 H5timber bearer

50 x 150 H5timber joists 32 x 100 H4

timber planks

1 m min.

200 SED timber pile(Min. 1000 embedmentwith min. 200 keyedinto rock)

50 m

m m

in

Soft eye attachment

Handrail to F4 compliant

Height varies

Notes:All elements to be confirmed during detailed design.

1.2

m

Client: Tauranga City CouncilIssued For: Resource ConsentRev: /Issued: 31.03.21

N 0m 5m2.5m

Dw Nb: IGL_4304_SK_Platform_03 Scale: 1:100 @ A3

Dw: JT Rv: AN

Stairs

Platform Level153.65

Shed RoofBoulder

Approx Water Level149.2

BeamImage Captured

02/02/21

152.65

151.50151.70

151.97

149.94

150.33

149.76

150.03

151.15

150.48

150.44

150.75152.25

152.76 150.26150.89

151.56

149.80

149.89

150.96

151.72151.09

152.22

152.80

151.54

150.87

151.38

Site Plan of Lot 1 DPS 51590 & Lot 1 DPS 82722

1031 Omanawa Road

Date: 09 February 2021Scale: 1:100 @ A3Drawn by: RJK

7813 - FC:\12d Synergy\Workspace\data\RPC-12D\7813-TAURANGA CITY COUNCIL_33200\12D\7813 Tauranga City Council.12dmodel\7813 Tauranga City Council

Client: TCC

TOTAL AREA: 6.6154ha

NOTES:This plan is to be used by the named client only.Areas and dimensions are approximateonly and are subject to final survey.Levels are in terms of:Origin of levels is:

Comprised in CFR : SA43D/853, SA65B/226

IB I DPS 69482 (NZVD2016: 287.63)

This plan has been prepared by and is copyright to

Ref:Contour interval is:

Moturiki 1953

NAPO Box 5196, Mount Maunganui 3150 www.rpc.co.nz

Approx. 3m

Approx. 3m

App

rox.

10m

App

rox.

10m

Platform 03: Lower Platform Concept.Platform 03: Lower Platform Concept.

Appro

x. 2

.5m

Appro

x. 2

.5m

Approx. 3.5m

Approx. 3.5m

Approx. 2.5m

Approx. 2.5m

Omanawa Falls.Omanawa Falls.

Platform 03: Lower Platform.

1. Existing stairs down to power station platform.

2. No access to existing platform.

3. Existing stair landing extended to allow for new stair connection down to boulders.

4. Transitions between platforms & boulders; infill decking fixed to boulders, to step as necessary to required level change.Opportunity to include Mahi Toi.

5.

Intermediate Platform on a single flat plain. Materiality options for low reflectivity, recessive colours & materials. I.e, timber steps with gravel infil, expanded steel mesh, timber decking & handrail/balustrade. Sub-structure fixed to boulders, timber to be cut around existing boulders to fit.Opportunity to include Mahi Toi.

6.

Lower Platform on a single flat plain. Materiality options for low reflectivity, recessive colours & materials. I.e, timber steps with gravel infil, expanded steel mesh, timber decking & handrail/balustrade. Fixed to boulders. Potential to clad elevation. Platform to close off voids below.Potential works around existing stone subject to discussion with Ngāti Hangarau. Sub-structure fixed to boulders, timber to be cut around existing boulders to fit.Opportunity to include Mahi Toi.

7. Informal stepped access to lower boulders.

0103

04

05

04

04

06

07

Track returns.Track returns.

02Aerial Base:Aerial Base:7813-MTM-SU-SR118-Site Plan F7813-MTM-SU-SR118-Site Plan FBy RCP. 19.03.2021.By RCP. 19.03.2021.

Ex. Power Station.Ex. Power Station.(no public access)(no public access)

Location Plan.Location Plan.To be read in conjunction with Masterplan.To be read in conjunction with Masterplan.

Stainless angle bracketsat ends of timber bearer,epoxy bolted into bouldersusing stainless anchors

Rotate bracketto suit rockprofile and drypack mortarinto remaininggaps

Boardwalk deck (less than1.0 m above ground level).Route of boardwalk to suitfounding conditions

Boulders

Additional support post maybe required, depending onspan of bearerHilti Hit-V-R M20

Anchor Rod or similar

50 x 150 H5timber joists

50 x 150 H5timber bearer

32 x 100 H4timber planks

Notes:1. All dimensions are in millimeters unless noted otherwise2. All timber: Radiata Pine3. All stainless steel to be Grade 3164. All elements to be confirmed during detailed design

600

2 m c/c max