Post on 27-Jun-2022
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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TAU
RAN
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IL_3
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\12D
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ounc
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813
Taur
anga
City
Cou
ncil
31 M
arch
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