Drawing Index Project Notes · Drawing Index Project Notes WAIKATO REGIONAL THEATRE HAMILTON...

ReasonRev Date Appd

Consultants

RevJob No Sheet No

Sheet Title

Filename

ScaleDrawn

All dimensions to be verified on site before making any shop drawings or commencing any work The copyright of this drawing remains with Holmes Consulting Group LP

(at A1)

This drawing set contains colour.

All reproduction to be in colour.

Holmes Consulting

39 Market Place

Auckland 1010

New Zealand

HolmesConsulting.co.nz

T: +64 9 965 4789

Drawing Index Project Notes

WAIKATO REGIONAL THEATRE

HAMILTON

VICTORIA STREET

and project notes

drawing index

DRL n.t.s.

135713.50 P-EW levels.dwg

135713.50 C00-01 7

C00-00 cover

C00-01 drawing index and project notes

Enabling Earthworks

C01-02-E existing conditions and drainage demolition plan

C01-03-E existing conditions and contour plan

C02-01-E enabling earthworks contour-grading plan and levels

C03-01-E enabling cut fill plan and volumes

C05-01-E enabling earthworks sections A-B

Final Design

C02-01 proposed contours and levels plan overall

C02-02 proposed contours and levels plan south

C02-03 proposed contours and levels plan north

C05-01 proposed overall services plan

C06-01 proposed stormwater services plan

C07-01 proposed stormwater longitudinal sections

C08-01 proposed wastewater services plan

C10-01 proposed wastewater longitudinal sections

C11-01 proposed water/other services plan

C15-01 services details

1 The Contractor shall obtain all applicable codes, licenses, standards, specifications, etc. which are necessary toperform the proposed work at no additional cost to the owner.

2 Construction specifications have been issued with this project and must be used in conjunction with thesedrawings. Specifications take precedence over drawings if there is a discrepancy between them.

3 The contractor shall maintain one copy of the current and approved construction plans, specifications, resourceconsent and building consent at the job site at all times.

4 The contractor shall notify the Design Engineer immediately upon discovering any conflicts or other problems inconforming to the approved construction drawings, specifications or details for any element of the proposedimprovements prior to proceeding with its construction.

5 Offsite and adjacent site data is for information purpose only.6 Levels are in terms of Moturiki 1953 origin of levels. SM SS 4 so 422723. RL 39.50. Sourced from LINZ geodetic

database 01.12.17. Coordinates are in terms of Mount Eden 2000 origin of coordinates. SM SS so 422723698994.38 mN 445835.50 mE. Refer to Harrison Grierson Consultants Drawings 142930-SS01 Rev 1, SS02 Rev 4,SS03 Rev 1, SS04 Rev 1.

7 Proposed site plan designed and provided to Holmes Consulting LP by Jasmax Architects.8 Contractor shall reference Waikato Regional Theatre Geotechnical Report by CMW Geosciences, dated 26 09 2018.

9 Access to all adjacent properties and facilities shall be maintained at all times.10 If hazardous material or suspect material is encountered the contractor shall notify the Client, Project Manager,

and Design Engineer before continuing work.11 All existing underground utility information (public and private) is indicative only and shown according to the best

information available to the Design Engineer. The contractor shall contact all utility owners prior to beginningexcavation or site grading. It shall be the contractor's responsibility for locating and protecting all utilities duringconstruction and for coordinating with the appropriate utility company for any utility crossings required.

12 The contractor shall be responsible for the coordination of the installation or relocation of all utilities above andbelow grade (water, wastewater, stormwater, street lights, gas, electric, telecommunications, etc.).

13 Permission for any contractor or client proposed use, disturbance or access of offsite property, permanent ortemporary, shall be obtained by the contractor in advance of the work.

14 The contractor shall provide written copy of any agreement or permit to use offsite property to the client prior toany use. The contractor shall not obligate the client to any stipulations unless the client becomes a party to theagreement.

15 Property boundaries shall be clearly indicated in order to delineate allowable limits of construction. No offsitedisturbance allowed without adjacent property owner approval.

16 Boundary lines and easements indicated hereon reflect information proved by Harrison Grierson. This plan may notinclude all information of record.

17 All work located within the road reserve shall be in accordance with the latest edition of the Regional InfrastructureTechnical Specification (RITS) and Hmilton City Council standards.

18 All site work to be in accordance with the New Zealand Building Code and all other relevant standards.19 All abandoned water, wastewater, and stormwater mains, manholes, stubs and accessories shall be abandoned per

Council specifications.20 The contractor shall provide all required temporary traffic control in accordance with Council and NZTA standards.

21 Contractor shall be responsible for temporary erosion and sediment control during construction.22 Contractor to check all set out dimensions and coordinate with the appropriate discipline.23 Exact locations of services to the building shall be coordinated with the building services engineer.24 Subsoil drains designed and documented by Jasmax as part of Theatre tanking details. Subsoil drains to be

connected to the stormwater system via gravity connections, with minimum gradient of 1:200 or 0.5%.

25 Retaining walls designed by others.26 Retaining wall elevations indicated are at the maximum wall height point of occurrence.27 This drawing set contains colour and if reproduced should be printed in colour only.28 All areas disturbed by construction and not paved at the completion of construction shall be reinstated to original

conditions.29 Dimensions shown on plans are horizontal distances as measured from centre of manhole to centre of manhole or

from centre of waterline fitting to centre of fitting. These may vary due to field conditions.30 Slope information provided for wastewater or stormwater pipe is calculated from centre of structure to centre of

structure.31 Contractor shall terminate services 1.5 metres outside of building foundation unless otherwise noted.32 Existing water and wastewater service shutoffs shall be coordinated with existing customers and Council to

minimize interruption of services.33 Existing asphalt pavement shall be straight saw cut when access to underground utilities is required and to adjoin

new asphalt pavement. Tack coat shall be applied to all exposed surfaces, including saw cuts, potholes, trenchesand asphalt overlays. Refer to specification.

34 Contactor shall adjust lid levels of all manholes, valve covers, and rodding eyes to finished grade.35 Existing water supply information has been obtained from Hamilton City Council City Waters GIS Viewer. The

Contractor shall confirm depth and location of water supply infrastructure prior to works commencing.

36 Water supply main in Victoria Street and Sapper Moore-Jones Place has been identified as an asbestos cement pipein HCC City Waters GIS. The Contractor shall observe all requirements regarding working around asbestos, includingusing the correct equipment and correct disposal technicques. Work involving asbestos should be carried out by aperson holding a certificate of competence and is controlled by the Health and Safety (Asbestos) Regulations 1998.

37 Threshold drainage designed by Jasmax, refer Jasmax documentation for further information.

38 Syphonic downpipe system designed by Ultraflow and documented by Ecubed, refer to Ecubed documentation forfurther information.

39 In the event that during earthworks on site any archaeological features, artifacts or human remains are found, theHamilton City Councils Accidental Discovery Protocol as per the District Plan shall be complied with.

40 Deep manholes to meet construction requirements of the RITS 5.2.7.3.41 Internal drop structures in wastewater manholes to be as per RITS standard drawing D5.1.42 For proposed works within Sapper Moore-Jones Place, refer to separate civil design package.43 Manholes to be fitted with proprietary in-fill lids with stainless steel frame, suitable for heavy traffic loading.

TH Consent2019-06-147

existing building

existing building

existing building

existing

building

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

Sapper Moore Jones Place

Victoria S

treet

raised crossing

steps

steps

steps

s

e

a

t

s

e

a

t

seat

seat

seat

war monument

Victoria S

treet

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

WWR21123

LL 38.78

depth 1.97

IL 36.81

WWR21124

LL 35.66

depth 2.13

IL 33.53

WWR21125

could not be located

WWR21126

manhole not located due

to being in a building

WWR21127

LL 33.79

depth 1.81

IL 31.98

WWR22080

LL 33.68

depth 1.77

IL 31.91

dropper pipe from stormwater

WWMH

WWR22080

LL 33.61

depth 1.90

IL 31.71

SWS21090

LL 39.42

depth 2.3

IL 37.12

WWS21032

LL 39.15

depth 3.20

IL 35.95

WWS21033

LL 36.44

depth 2.40

IL 34.04

WWR22082

LL 33.85

(A) IL 31.28

(B) IL 28.92

(C) IL 28.88

(D) IL 31.48

(E) IL 31.48

(out) IL 28.85

SWR22060

LL 33.16

depth 1.70

IL 31.46

SWR22062

LL 27.32

depth 1.76

IL 25.56

SWR22061

LL 28.72

depth 1.10

IL 27.62

(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW(e)SW

(e)SW(e)SW

(e)SW

(e)S

W

(e)S

W

(e)S

W

storm water detention

tank 1.4w by 2.7l by 1.32d

LL 33.77

depth from ll to bottom 1.9

SWMH

LL 33.96

DEPTH 0.9

IL 33.06

LL 36.09

storm water detention tank .7w by 1.5l by .9d

outlet not able to be located due to silt build up

WWMH

LL 35.89

depth ??

IL ??

note: manhole is full of sewerage

will need pumped before invert can be determined

(e)WW(e)WW

(e)WW(e)WW

(e)W

W

(e)W

W

(e)W

W

(e)W

W

(e)W

W

(e)W

W

(e)W

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(

e

)

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(

e

)

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(

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(

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(

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(

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)

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(

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(

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W

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150Ø PVC

150Ø

clay

1

5

0

Ø

P

V

C

150Ø

clay

end of pipe not located

GIS is wrong in

this area pipe

not located

(e)S

W

(

e

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S

W

(

e

)

S

W

(

e

)

W

W

(

e

)

W

W

(e)S

W

(e)S

W

(e)S

W

(e)S

W

300Ø conc

(e

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W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e

)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

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(e)WW(e)WW

(e)WW(e)WW

(e)WW(e)WW

(e)WW

(e)WW(e)WW

(e)WW

(e)WW

(e)WW

(e)WW

(e)WW

(e)WW

(e)WW

(e)WW

(

e

)

S

W

(

e

)

S

W

WWMH

LL 38.99

depth 0.9

IL 38.09

blocked manhole

(e)W

W(e)W

W

(

e

)

S

W

(

e

)

S

W

(

e

)

S

W

WWMH

LL 35.88

depth ??

IL ??



(

e

)

W

W

(

e

)

W

W

(

e

)

W

W

(

e

)

W

W

(

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(e)W

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(e)W

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(e)W

W

(e)W

W

(e)W

W

(e)W

W

(e)S

W

(e)S

W

SWMH

LL 39.25

depth 0.94

IL 38.31

1

5

0

Ø

P

V

C

WWMH

LL 35.97

depth 0.8

IL 35.17

1

5

0

Ø

c

la

y

225Ø EW

(

e

)

S

W

(

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(

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(

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(

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(

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450Ø

conc

150Ø

clay

(

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0

0

Ø

c

o

n

c

300Ø conc

225Ø

conc

225Ø EW

1

5

0

Ø

u

n

k

n

o

w

n

(e)W

W

(e)W

W

(e)W

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WWMH

LL ??

depth ??

IL ??



SWS21121

LL 35.26

depth 1.72

IL 33.54

150Ø con

crete

2

2

5

Ø

P

V

C

1

5

0

Ø

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V

C

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X

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X

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X

X

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X

X

X

X

X

X

X

X

X

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site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W(e)W

(e)W(e)W

(e)W(e)W

(e)W(e)W

(e)W(e)W

(e)W(e)W

(e)W(e)W

(e)W(e)W

(e)W(e)W

(e)W(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W(e)W

(e)W(e)W

(e)W

(e)W(e)W

(e)W(e)W

(e)W

(e)W

(e)W(e)W (e)W

(e)W (e)W (e)W(e)W (e)W

(e)W

150 AC main

150 AC main

250 A

C trunck

150 A

C m

ain

(

e

)

W

W

A

B

C

D

225Ø

E

W

E

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

225Ø

conc

(e)GAS

(e)GAS

(e)GAS

(e)GAS

(e)GAS(e)GAS

(e)GAS(e)GAS

(e)GAS

(e)GA

S

(e)GA

S

(e)GA

S

(e)GA

S

(e)GA

S

(e)GA

S

(

e

)

G

A

S

(e)G

AS

(e

)G

A

S

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(

e

)

G

A

S

(

e

)

G

A

S

(

e

)

G

A

S

(e)GAS

(e)GAS

(e)GAS

(e)GAS

(e)GAS

(e)GAS

(e)GAS

(e)G

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(e)G

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(e)G

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(e)G

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(e)G

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(e)G

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(e)GAS(e)GAS(e)GAS(e)GAS(e)GAS(e)GAS

(e)G

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(e)G

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(e)G

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(e)G

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(

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(e)G

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(

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(e)GAS

(

e

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G

A

S

(

e

)

G

A

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(

e

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A

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34mm PE

MP

4 100m

m carbon steel

10mm

PE

10mm PE

(e)GAS

(e)GAS

(e)GAS

(e)GAS

MP

4 100m

m carbon steel

MP

4 32m

m P

E

25m

m P

E

MP

4 32m

m P

E

2

5

m

m

P

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1

0

m

m

P

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1

0

m

m

P

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WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(

e

)

P

W

R

(e)P

WR

(e)PWR(e)PWR (e)PWR (e)PWR

(e)PWR

(

e

)

P

W

R

(e)PWR(e)PWR

(e)PWR

(e

)P

W

R

(e)P

WR

(e)P

WR

(e)PWR

(e)PWR

(e)PWR(e)PWR

(e)PWR(e)PWR

(e)PWR

(e)PWR

(

e

)

P

W

R

(e)PWR (e)PWR (e)PWR

(e

)P

WR

(e

)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)PWR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)PWR (e)PWR (e)PWR (e)PWR (e)PWR (e)PWR

(e)PWR

(e)PWR

(

e

)

P

W

R

(

e

)

P

W

R

(

e

)

P

W

R

(

e

)

P

W

R

(e

)P

W

R

(e

)P

W

R

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

W

R

(e)P

W

R

(e)P

W

R

(e)P

W

R

(e)P

W

R

(e)P

W

R

(

e

)

P

W

R

(

e

)

P

W

R

(e)P

WR

(e)P

WR

(e)P

WR

(

e

)

P

W

R

(

e

)

P

W

R

(

e

)

P

W

R

(e)P

WR

(e)P

WR

(

e

)

P

W

R

(e)P

W

R

(e

)P

W

R

(e

)P

W

R

(e

)P

W

R

(e

)P

W

R

(e

)P

W

R

(e

)P

W

R

(e

)P

W

R

(e

)P

W

R

(e

)P

W

R

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)PWR

(e)P

WR

(e)P

WR

(e)PWR(e)PWR (e)PWR

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)FIB (e)FIB (e)FIB(e)FIB

(e)FIB(e)FIB (e)FIB (e)FIB

(e)FIB(e)FIB

(e)FIB(e)FIB

(e)FIB(e)FIB

(e)FIB

(e)FIB (e)FIB(e)FIB (e)FIB

(e)FIB(e)FIB (e)FIB

(e)FIB (e)FIB

(e)FIB

(e)FIB

(e)FIB

(e)F

IB

(e)FIB

(e)FIB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

XX

XX

X

X

X

X

X

XX

XX

XX

XX

XX

XX

XX

XX

XX

X

XXXX

XXXX

XXXX

XXXX

XXXX

XXX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

XX

XX

XX

XX

XX

XX

XX

X

X

X

X

X

XX

XX

XX

X X XX

ReasonRev Date Appd

Consultants

RevJob No Sheet No

Sheet Title

Filename

ScaleDrawn


(at A1)



Holmes Consulting

39 Market Place

Auckland 1010

New Zealand


T: +64 9 965 4789

N

Wastewater MH (existing)

Stormwater MH(existing)

Stormwater pipe (existing)

Wastewater pipe (existing)

Water pipe supply (existing)

Telecommunications (existing)

Power (existing)

Fibre optic (existing)

Gas (existing)

Duct (existing)

Drain (existing)

Gas connection (existing)

Stormwater sump (existing)

Water valve (existing)

Water meter (existing)

Fire hydrant (existing)

Street light (existing)

Telecommunications box (existing)

Power box (existing)

Service to be removed/abandoned

Tree and drip line (existing)

Area of archaeological interest

legend:

WW

Contours major (existing)

Contours minor (existing)

X X X X X

W

H

G

remove sump

remove tank

remove MH

remove MH

remove MH

remove MH

remove MH

remove MH

remove SW

tank and MH

transformer to be removed

to be confirmed by others


HAMILTON

VICTORIA STREET

demolition plan

existing conditions and drainage

DRL 1:200

135713.50 P-M services levels.dwg

135713.50 C01-02-E 5

remove existing water valves x3 to be confirmed on site

remove MH

cap existing wastewater line location to be confirmed

remove MH

remove MH

(e)GAS


(e)PWR

(e)DUCT

(e)FIB

(e)SW

(e)WW

(e)W

existing building

existing building

existing building

existing

building

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM


Victoria S

treet

kerb and channel

footpath

street parking

street parking

carpark

entrance

hillside

hillside

w

alk

w

a

y

street parking

street parking

driveway

access

kerb and channel

footpath

footpath

access ramp

court

yard

fo

o

tp

a

th

re

ta

in

in

g

w

a

ll

fo

o

tp

a

th

re

ta

in

in

g

w

a

ll

retaining w

all

street parking

garden

mountable kerb and channel



garden

traffic island

street parking

garden

loading zone

garden

traffic

island

street parking

kerb and channel

covered footpath

street

parking

bus stop

raised crossing

garden

s

t

e

p

s

covered drive w

ay

concrete area

concrete

carpark

canopy

grass

area

path

wooden

deck

steps

steps

steps

s

e

a

t

s

e

a

t

seat

seat

seat

e

x

t

e

n

t

overgrown

hillside

garden

concrete path

grass

area

wall

wall

steps

steps

retaining

wall

retaining w

all

steps

WALL

GARDEN

garden

garden

garden

garden

wall

extent of vegetation

overgrown

hillside

concrete drivew

ay

grassstrip

stairs

ramp

garden

canopy

top of kerb

top of kerb

vegetation

of

stairs and ramp

riff raff statue

indicative power transformer obscured by vegetation ref# rm410 and t4110

war monument


Victoria S

treet

site boundary

site boundary

site boundary

site boundary

2

0

.0

2

0

.0

20.0

2

0

.0

2

0

.0

25.0

25.0

2

5

.

0

3

0

.

0

3

0

.

0

3

5

.

0

3

5

.0

ReasonRev Date Appd

Consultants

RevJob No Sheet No

Sheet Title

Filename

ScaleDrawn


(at A1)



Holmes Consulting

39 Market Place

Auckland 1010

New Zealand


T: +64 9 965 4789

N

Street light (existing)



legend:




HAMILTON

VICTORIA STREET

existing site and contour plan

DRL 1:200


135713.50 C01-03-E 1


0

10

20

30

40

50

60

70

80

90

100

100

0

10

20

30

40

50

60

70

80

RL 34.500m

22.5

2

5

.0

2

7

.

5

2

7

.5

3

0

.

0

30.0

3

2

.

5

3

2

.

5

3

5

.

0

3

7

.

5

40.0

4

0

.

0


Victoria S

treet

street parking

street parking

driveway

access

kerb and channel

footpath

footpath

access ramp

fo

o

tp

a

th

re

ta

in

in

g

w

a

ll

fo

o

tp

a

th

re

ta

in

in

g

w

a

ll

street parking

garden




traffic island

street parking

garden

loading zone

GA

RD

EN

traffic

island

street parking

kerb and channel

covered footpath

street

parking

bus stop

raised crossing

concrete area

wooden

deck

steps

steps

steps

s

e

a

t

s

e

a

t

seat

seat

seat

overgrown

hillside

wall

garden

garden

garden

garden

wall

garden

top of kerb

top of kerb

riff raff statue

war monument


Victoria S

treet

proposed future Hotel development

site boundary

site boundary

site boundary

site boundary

existing Embassy Plaza

site boundary

site boundary

site boundary

site boundary

RL 31.000m

RL 29.300m

RL 34.500m

RL 34.400m

RL 39.000m

RL 31.000m

RL 31.000m

RL 33.800m

3

5

.0

3

4

.0

ReasonRev Date Appd

Consultants

RevJob No Sheet No

Sheet Title

Filename

ScaleDrawn


(at A1)



Holmes Consulting

39 Market Place

Auckland 1010

New Zealand


T: +64 9 965 4789

legend:



Contours major (proposed)

Contours minor (proposed)

Building footprint (proposed)

Site boundary

Extent of earthworks


Access door

N

AC05-01-E

BC05-01-E

Design notes:

1. Cut/fill levels assumed to be 0.5 m below thefinished floor level of the proposeddevelopment.

2. Earthworks have not been modelled beyond thesite boundary.

3. Where space is not limited by proximity toboundary, a 1.0 m horizontal offset has beenincluded from the building footprint.

4. Cut and fill plans have assumed sheet piling willbe used instead of batter slopes due tolimitations in space and construction close to thesite boundary.


HAMILTON

VICTORIA STREET

grading plan and levels

enabling earthworks contour-

DRL 1:200


135713.50 C02-01-E 3


Basalt pavers

0

10

20

30

40

50

60

70

80

90

100

100

0

10

20

30

40

50

60

70

80

22.5

2

5

.0

2

7

.

5

2

7

.5

3

0

.

0

30.0

3

2

.

5

3

2

.

5

3

5

.

0

3

7

.

5

40.0

4

0

.

0


Victoria S

treet

street parking

street parking

driveway

access

kerb and channel

footpath

footpath

access ramp

fo

o

tp

a

th

re

ta

in

in

g

w

a

ll

fo

o

tp

a

th

re

ta

in

in

g

w

a

ll

street parking

garden




traffic island

street parking

garden

loading zone

GA

RD

EN

traffic

island

street parking

kerb and channel

covered footpath

street

parking

bus stop

raised crossing

concrete area

wooden

deck

steps

steps

steps

s

e

a

t

s

e

a

t

seat

seat

seat

overgrown

hillside

wall

garden

garden

garden

garden

wall

garden

top of kerb

top of kerb

riff raff statue

war monument


Victoria S

treet


site boundary

site boundary

site boundary

site boundary

Surface Analysis: Elevation Ranges

Number

1

2

3

4

5

6

7

8

9

10

Color

Minimum Elevation

(m)

-6.677

-6.000

-5.000

-4.000

-3.000

-2.000

-1.000

0.000

1.000

2.000

Maximum Elevation

(m)

-6.000

-5.000

-4.000

-3.000

-2.000

-1.000

0.000

1.000

2.000

3.300

ReasonRev Date Appd

Consultants

RevJob No Sheet No

Sheet Title

Filename

ScaleDrawn


(at A1)



Holmes Consulting

39 Market Place

Auckland 1010

New Zealand


T: +64 9 965 4789

legend:



0.5m contours earthworks (proposed)

Building footprint (proposed)

Site boundary

Extent of earthworks


Access door

N

AC05-01-E

BC05-01-E

Design notes:

1. Cut/fill levels assumed to be 0.5 m below thefinished floor level of the proposeddevelopment.

2. Earthworks have not been modelled beyond thesite boundary.

3. Where space is not limited by proximity toboundary, a 1.0 m horizontal offset has beenincluded from the building footprint.

4. Cut and fill plans have assumed sheet piling willbe used instead of batter slopes due tolimitations in space and construction close to thesite boundary.

5. We have allowed for the existing basement levelsobserved from site visits where appropriate. For amore detailed bulk cut & fill plan, survey of allexisting internal basement levels is required.


HAMILTON

VICTORIA STREET

and volume

enabling cut fill plan

DRL 1:200


135713.50 C03-01-E 3

Cut/Fill Summary

Name

bulk cut fill vloumes

Totals

Cut Factor

1.000

Fill Factor

1.000

2d Area

3104.971sq.m

3104.971sq.m

Cut

9099.560 Cu. M.

9099.560 Cu. M.

Fill

195.432 Cu. M.

195.432 Cu. M.

Net

8904.128 Cu. M.

8904.128 Cu. M.

TH Consent 2019-06-143

h.a.d. (m) 20

H scale 1:100

V scale 1:100

25

30

35

40

0 10 20 30 40 50 60 70 80 90 100100

existing levels

design levels

cut / fill depth

A long section

h.a.d. (m) 20

H scale 1:100

V scale 1:100

25

30

35

40

0 10 20 30 40 50 60 70 80

existing levels

design levels

cut / fill depth

B long section

39.589

35.940

23.800

39.399

39.300

36.000

35.933

34.051

33.877

30.794

28.645

31.000

31.000

31.000

31.000

31.000

-4.933

-4.940

-3.051

-2.877

0.206

33.860

33.889

33.846

33.939

34.059

33.868

34.135

33.769

35.508

34.500

31.000

31.000

29.300

31.000

31.000

33.971

0.611

-2.846

-2.939

-4.759

-2.868

-3.135

0.203

cut area

structural

foundations

fill area

structural

foundations

cut areafill area

ReasonRev Date Appd

Consultants

RevJob No Sheet No

Sheet Title

Filename

ScaleDrawn


(at A1)



Holmes Consulting

39 Market Place

Auckland 1010

New Zealand


T: +64 9 965 4789


HAMILTON

VICTORIA STREET

sections A-B

enabling earthworks

DRL 1:200


135713.50 C05-01-E 3



Victoria S

treet

kerb and channel

footpath

street parking

street parking

carpark

entrance

w

alk

w

a

y

street parking

street parking

driveway

access

kerb and channel

footpath

footpath

access ramp

fo

o

tp

a

th

re

ta

in

in

g

w

a

ll

fo

o

tp

a

th

re

ta

in

in

g

w

a

ll

street parking

garden




traffic island

street parking

garden

loading zone

GA

RD

EN

traffic

island

street parking

kerb and channel

covered footpath

street

parking

bus stop

raised crossing

concrete area

wooden

deck

steps

steps

steps

s

e

a

t

s

e

a

t

seat

seat

seat

overgrown

hillside

wall

garden

garden

garden

garden

wall

garden

canopy

top of kerb

top of kerb

stairs and ramp

riff raff statue

war monument


Victoria S

treet


site boundary

site boundary

site boundary

site boundary

proposed new Theatre building


3

1

.0

32.0

33.0

3

8

.0

39.0

3

5

.0

36.0

3

4

.2

3

4

.

4

3

4

.

6

3

4

.8

3

5

.2

3

5

.4

35.6

35.8

36.2

36.4

36.6

3

6

.

0

37.0

3

8

.0

39.0

3

3

.0

34.0

3

2

.

8

3

3

.2

3

3

.4

3

3

.6

3

3

.

8

34.2

3

4

.

4

3

4

.

6

site boundary

site boundary

site boundary

site boundary

22.0

23.0

24.0

25.0

2

6

.0

2

7

.

0

2

8

.

0

WW

WW

W

W

W

W

W

W

H

H

H

W

W

W

G

G

ReasonRev Date Appd

Consultants

RevJob No Sheet No

Sheet Title

Filename

ScaleDrawn


(at A1)



Holmes Consulting

39 Market Place

Auckland 1010

New Zealand


T: +64 9 965 4789


HAMILTON

VICTORIA STREET

and levels plan overall

proposed contour

DRL 1:200

135713.50 P-M Proposed levels.dwg

135713.50 C02-01 4

legend:





Site boundary

N

Proposed concrete


Access doors

refer to Embassy Plaza design package

WW

WW

M

FH

W

H

G

Wastewater MH (new)


SW Rodding Eye (new)

WW Rodding Eye (new)

SW Inspection Chamber (new)

WW Inspection Chamber (new)

Stormwater MH (new)

Stormwater MH (new) with stainless

steel square infill lids

Stormwater MH (existing)

Standard sump (new)



Fire hydrant (new)


Water meter (new)



Drain (by others)

Drain (existing)


refer to Sapper Moore Jones Place design package

entry into the the circle RL 39.50

entry into loading dock RL 35.00

RL 35.00

RL 35.00

RL 35.00

RL 35.25

indicative retaining wall location

by others

indicative channel drain location

3

1

.0

32.0

33.0

3

8

.0

39.0

3

5

.0

36.0

3

4

.2

3

4

.

4

3

4

.

6

3

4

.8

3

5

.2

3

5

.4

35.6

35.8

36.2

36.4

36.6

-

6

.

0

%

-

1

.

0

%

-1.0%

-1.0%

36.760m

36.720m

34.124m

33.977m

34.000m

34.000m

33.985m

34.000m

33.977m

34.980m 34.980m

33.965m

33.959m

WW

W

W

W

W

H

H

W

G

Proposed concrete


Access doors

N

ReasonRev Date Appd

Consultants

RevJob No Sheet No

Sheet Title

Filename

ScaleDrawn


(at A1)



Holmes Consulting

39 Market Place

Auckland 1010

New Zealand


T: +64 9 965 4789


HAMILTON

VICTORIA STREET

and levels plan south

proposed contour

DRL 1:100


135713.50 C02-02 4

legend:





Site boundary

-3.6%

56.00m

(e) 56.00m

Trafficable surfaces (-gravity fall)

Surface fall (indicative gravity fall)

Spot height (design surface)

Spot height (existing surface)

fall

proposed future Hotel development proposed new Theatre building

note:

1. Refer to structural documentation for concrete

loading dock design.

refer to Sapper Moore Jones Place design package


WW

WW

M

FH

H

G

Wastewater MH (new)






Stormwater MH (new)




Standard sump (new)



Fire hydrant (new)


Water meter (new)



Drain (by others)

Drain (existing)

W

indicative retaining wall location

by others

indicative channel drain location

entry into loading dock RL 35.000

RL 35.000

RL 37.250


raised deck area

by others

3

6

.

0

37.0

3

8

.0

39.0

3

3

.0

34.0

3

2

.

8

3

3

.2

3

3

.4

3

3

.6

3

3

.

8

34.2

3

4

.

4

3

4

.

639.300m

39.300m

39.300m

39.300m

WW

WW

Proposed concrete

Access doors

N

ReasonRev Date Appd

Consultants

RevJob No Sheet No

Sheet Title

Filename

ScaleDrawn


(at A1)



Holmes Consulting

39 Market Place

Auckland 1010

New Zealand


T: +64 9 965 4789


HAMILTON

VICTORIA STREET

and levels plan north

proposed contour

DRL 1:100


135713.50 C02-03 4

legend:





Site boundary

-3.6%

56.00m

(e) 56.00m

Trafficable surfaces (-gravity fall)

Surface fall (indicative gravity fall)

Spot height (design surface)

Spot height (existing surface)

fall

proposed future Hotel development proposed new Theatre building

Basalt pavers on pedestals over concrete slab

drainage collected and routed to stormwater system

levels t.b.c and coordinated with Embassy Plaza design


WW

WW

M

FH

H

G

Wastewater MH (new)






Stormwater MH (new)




Standard sump (new)



Fire hydrant (new)


Water meter (new)



Drain (by others)

Drain (existing)

W

refer to Embassy Plaza design package

entry into the the circle RL 39.50

RL 39.30


new paving to tie into existing kerb levels


Victoria S

treet

w

alk

w

a

y

driveway

access

access ramp

traffic island

garden

street

parking

bus stop

raised crossing

wooden

deck

steps

steps

steps

s

e

a

t

s

e

a

t

seat

seat

seat

war monument

Victoria S

treet


site boundary

site boundary

site boundary

site boundary



site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

SWS21090

LL 39.42

depth 2.3

IL 37.12

WWS21032

LL 39.15

depth 3.20

IL 35.95

WWS21033

LL 36.44

depth 2.40

IL 34.04

SWR22060

LL 33.16

depth 1.70

IL 31.46

SWR22062

LL 27.32

depth 1.76

IL 25.56

SWR22061

LL 28.72

depth 1.10

IL 27.62

(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W(e)S

W

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW(e)SW

(e)SW(e)SW

(e)SW

(e)S

W

(e)S

W

(e)S

W


(e)S

W

(

e

)

S

W

(

e

)

S

W

(

e

)

W

W

(e)S

W

(e)S

W

(e)S

W

(e)S

W

300Ø conc

(e

)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e

)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W

(e)WW(e)WW

(e)WW(e)WW

(e)WW(e)WW

(e)WW

(e)WW(e)WW

(e)WW

(e)WW

(e)WW

(e)WW

(e)WW

(e)WW

(e)WW

(e)WW

(

e

)

S

W

(

e

)

S

W

WWMH

LL 38.99

depth 0.9

IL 38.09

blocked manhole

(e)W

W(e)W

W

(

e

)

W

W

(

e

)

W

W

(e)W

W

(e)W

W

(e)W

W

(e)S

W

(e)S

W

SWMH

LL 39.25

depth 0.94

IL 38.31

1

5

0

Ø

c

la

y

225Ø EW

450Ø

conc

150Ø

clay

(

e

)

S

W3

0

0

Ø

c

o

n

c

300Ø conc

225Ø

conc

225Ø EW

(e)W

W

(e)W

W

(e)W

W

SWS21121

LL 35.26

depth 1.72

IL 33.54

W

W

W

W

W

W

H

H

H

W

W

W

G

G

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W(e)W

(e)W(e)W

(e)W(e)W

(e)W(e)W

(e)W(e)W

(e)W(e)W

(e)W(e)W

(e)W(e)W

(e)W(e)W

(e)W(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W

(e)W(e)W

(e)W(e)W

(e)W

(e)W(e)W

(e)W(e)W

(e)W

(e)W

(e)W(e)W (e)W

(e)W (e)W (e)W(e)W (e)W

(e)W

150 AC main

150 AC main

250 A

C trunck

150 A

C m

ain

(

e

)

W

W

225Ø

conc

(e)GAS

(e)GAS

(e)GAS

(e)GAS

(e)GAS(e)GAS

(e)GAS(e)GAS

(e)GAS

(e)GA

S

(e)GA

S

(e)GA

S

(e)GA

S

(e)GA

S

(e)GA

S

(

e

)

G

A

S

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e

)G

AS

(e)G

AS

(e

)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)GAS(e)GAS(e)GAS(e)GAS(e)GAS(e)GAS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)GAS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)G

AS

(e)GAS

(e)GAS

(e)GAS

(

e

)

G

A

S

(

e

)

G

A

S

(

e

)

G

A

S

34mm PE

MP

4 100m

m carbon steel

10mm

PE

10mm PE

(e)GAS

(e)GAS

(e)GAS

(e)GAS

MP

4 100m

m carbon steel

MP

4 32m

m P

E

25m

m P

E

(e)D

UC

T

(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T

(e)D

UC

T

(e)D

UC

T

(e)D

UC

T

(e

)D

U

C

T

(e)D

UC

T

(e)D

UC

T

(e)D

UC

T

(e)D

UC

T

(e)D

UC

T

(e)D

UC

T

(e)D

UC

T

(e)D

UC

T

(e)D

UC

T

(e)D

UC

T

(e)D

UC

T

(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T(e)D

UC

T

(e)P

WR

(e)PWR (e)PWR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(

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)

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(

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)

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(

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(

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)

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(e)P

WR

(e)P

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(e)P

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(e)P

WR

(e)P

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(e)P

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(e)P

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(e)P

WR

(e)P

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(e)P

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(e)P

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(e)P

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(e)P

WR

(e)P

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(e)P

WR

(e)P

WR

(e)P

WR

(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)PWR (e)PWR(e)PWR (e)PW

R (e)PWR (e)PWR (e)PWR (e)PWR

(e)PWR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)P

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(e)P

WR

(e)P

WR

(e)P

WR

(e)P

WR

(e)PWR(e)PWR

(e)P

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(e)P

WR

(e)P

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(e)P

WR

(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(

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)

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(e)PWR

(

e

)

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(e)PWR

(e

)P

W

R

(e)P

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(e)P

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(e)PWR

(e)PWR

(e)PWR(e)PWR

(e)PWR(e)PWR

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(

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)

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(e

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(e

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(e)P

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(e)P

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(e)P

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(e)P

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(e)PWR

(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)PWR

(

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)

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(

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)

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W

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(

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(

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(

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(

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(

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(e)P

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(

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

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(e)P

WR

(e)P

WR

(e)PWR

(e)P

WR

(e)P

WR

(e)PWR(e)PWR (e)PWR

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)FIB (e)FIB (e)FIB(e)FIB

(e)FIB(e)FIB (e)FIB (e)FIB

(e)FIB(e)FIB

(e)FIB(e)FIB

(e)FIB(e)FIB

(e)FIB

(e)FIB (e)FIB(e)FIB (e)FIB

(e)FIB(e)FIB (e)FIB

(e)FIB (e)FIB

(e)FIB

(e)FIB

(e)FIB

(e)F

IB

(e)FIB

(e)FIB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

(e)F

IB

W

W

W

W

W

S

W

SW

SW

SW

S

W

S

W

S

W

S

W

SW

SW

WWWW WWWW

WWWWWW

WWWW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW WW WW WW WW WW WW WWWW

WW

WW

WW

W

W

W

W

WWMH 02

WWMH 01

WWMH 03

WWMH 04

SWMH 04

SWMH 03

SWMH 05

SWMH 02

SWMH 01 with grated lid

SWR22061

W W W W W W

WW

RE 01

LL 39.500

IL 38.500 out

SWMH-06 bubble up

LL 39.300 t.b.cIL 38.225 in

IL t.b.c out

IL t.b.c out

D 1.075

1050∅

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SW

150 NB UPVC SN8

54.40m at 1:200

WWR22082

SW

SW

SW

SW

SW

SWSW

ReasonRev Date Appd

Consultants

RevJob No Sheet No

Sheet Title

Filename

ScaleDrawn


(at A1)



Holmes Consulting

39 Market Place

Auckland 1010

New Zealand


T: +64 9 965 4789

N

legend:

WW

W W

SW SW

WW

Wastewater MH (new)






Stormwater MH (new)




Standard sump (new)

Standard back entry double sump (new)


Overland flow path (new)

Overland flow path (existing)

Water valve (existing

water valve (new)

Back flow preventer (new)

water tee with thrust block (new)

Water bend with thrust block (new)

Cap end -general (new)

Access door


Fire hydrant (new)


Water meter (new)



Down pipe (new)

Drain (by others)

Drain (existing)

Stormwater pipe (new)



Wastewater pipe (new)

Water pipe supply (new)

Water pipe supply (existing)

Fibre (existing)

Power (existing)

Gas (existing)

Duct (existing)



Site boundary

WW

(e)GAS

M

d.p

FH

W

H

G


HAMILTON

VICTORIA STREET

proposed overall services plan

DRL 1:200


135713.50 C05-01 4

note:

1. Kerb adaptor as per RITS

standard drawing D4-2.

2. bubble up chamber LL to

tie into existing footpath

levels. IL out to tie into

existing kerb level.

channel drain design by others

(e)PWR

(e)DUCT

(e)FIB

(e)SW

(e)WW

(e)W


SWR22060

LL 33.16

depth 1.70

IL 31.46

SWR22062

LL 27.32

depth 1.76

IL 25.56

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW(e)SW

(e)SW(e)SW

(e)SW(e)SW

(e)SW(e)SW

(e)SW(e)SW

(e)SW

(e)S

W

(e)S

W

(e)S

W

(e)S

W

(e)S

W

(e)S

W

(e)S

W

(e)S

W


(e)S

W

(e)S

W

(e)S

W

(e)S

W

(e)S

W

(e)S

W

(e)S

W

(e)S

W

300Ø conc

(e

)S

W

(

e

)

S

W

(

e

)

S

W

(

e

)

S

W

(

e

)

S

W

(

e

)

S

W

(

e

)

S

W

(

e

)

S

W

3

0

0

Ø

c

o

n

c

300Ø conc

225Ø

conc

SWS21121

LL 35.26

depth 1.72

IL 33.54

225Ø

conc

SWMH 01

LL 33.981IL 32.288 out t.b.cD 1.693

1050∅ with grated lidMH located to allow connection downpipe outletof syphonic from buildingdesign t.b.c by Architect / building services

SWMH 02

LL 34.013IL 32.223 in

IL 32.173 out

D 1.840

1050∅

S

W

S

W

S

W

SW

SWMH 03

LL 34.104IL 31.226 in

IL 31.226 out

D 2.878

1050∅

SWMH 05

LL 33.359IL 31.096 in

IL 28.650 out

D 4.709

1050∅

SW

SW

SW

SW

SW

SW

SWR22061

LL 28.720IL 27.650 (A)

IL 27.620 (D)

IL 27.620 out

D 1.034

1200∅

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

A

sump 01

with stainless steel heel proof sump lid

LL 33.986

IL 32.974 out

D 1.012

SWMH 04

LL 34.113IL 32.887 (Y)

IL 32.890 (X)

IL 31.150 out

D 2.964

1050∅

SW

SW

SW

SW

D

225 NB uPVC SN 8

5.47m at 1:100

225 NB uPVC SN 8

2.11m at 1:100

225 NB uPVC SN 8

8.85m at 1:100

150 NB uPVC SN 16

5.98m at 1:78

150 NB uPVC SN 16

1.26m at 1:100

225 NB uPVC SN 8

11.89m at 1:13

Y

SW

SW

SW

SW

SW

SW

150 NB uPVC SN 16

5.85m at 1:100

X

S

W

S

W

S

W

ReasonRev Date Appd

Consultants

RevJob No Sheet No

Sheet Title

Filename

ScaleDrawn


(at A1)



Holmes Consulting

39 Market Place

Auckland 1010

New Zealand


T: +64 9 965 4789

N

stormwater detention tank

indicative location

design volume 24m³

Cirtex Rainsmart Triple layer system

75 modules (2m wide by 10.725m long)

allow for geogrids above device to ensure

can be located in trafficable location

sized for Theatre development only

proposed new Theatre buildingproposed future Hotel development


HAMILTON

VICTORIA STREET

services plan

proposed stormwater

DRL 1:200


135713.50 C06-01 4

Stormwater 360 stormfilter with

one 69 cm perlite filter

proprietary treatment device to

treat runoff from trafficable areas

with throttled outlet

legend:

SW SW



Stormwater MH (new)




Standard sump (new)

Standard back entry double sump (new)


Overland flow path (new)

Overland flow path (existing)

access door

Down pipe (new)

Stormwater pipe (new)


Drain (by others)

Drain (existing)



d.p

Site boundary

(e)SW


DuraGrid Bi-axial layer at 0.3m above

the system and 1.5m beyond the

system

indicative discharge points for

Theatre subsoil drains, refer to

architectural details for locations

and levels of drains

h.a.d. (m) 25

H scale 1:100

V scale 1:100

30

35

0 10 20 30 40

pipe datapipe data

structure chainage

lid level

invert level

cover to pipecover to pipe

SW 02 longitudinal section

225 NB uPVC SN 8

1:100 (1.00%)

225 NB uPVC SN 8

1:13 (7.69%)

225NB UPVC PN 6

1:100 (1.00%)

225 NB uPVC SN 8

1:100 (1.00%)

150 NB uPVC SN 16

1:100 (1.00%)

13.710

26.711

39.709

34.104

33.359

28.720

28.650

27.650

31.244

31.226

31.132

31.096

31.226

31.132

32.960

32.902

4.47

2.57

2.71

2.54

1.03

0.77

2.54

2.03

2.71

1.01

SW

R22061

Ø 1.

200

SW

MH

05

Ø 1.

050

SW

MH

03

Ø 1.

050

h.a.d. (m) 25

H scale 1:100

V scale 1:100

30

35

0 10 20

pipe datapipe data

structure chainage

lid level

invert level


SW 01 longitudinal section

225 NB uPVC SN 8

1:100 (1.00%)

225 NB uPVC SN 8

1:100 (1.00%)

6.513

0.000

34.013

33.981

32.288

32.223

32.173

32.147

1.62

1.63

1.58

1.72

SW

MH

01

Ø 1.

050

SW

MH

02

Ø 1.

050

new WW

150 NB uPVC SN 16

RAINSMART syestem

in coming connection

new SW

150 NB uPVC SN 16

proposed excavation line

proposed final surface

existing surfaceretaining wall by others

existing surface



0.3

RL 32.45

structural foundation beam

RL 32.45

RAINSMART syestem

1

C15-01

2 X-DuraGrid Bi-axial layer at 0.3m

centers 0.3m above the system and

1.5m beyond the system

2 X-DuraGrid Bi-axial layer at 0.3m

centers 0.3m above the system and

1.5m beyond the system

site boundary

site boundary

site boundary

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)SW

(e)S

W

(e)S

W

(e)WW

site boundary

site boundary

site boundary

S

W

SW

SW

SW

S

W

S

W

S

W

S

W

SW

SW

SWMH 04

SWMH 03

SWMH 05

SWMH 02

SWMH 01 with grated lid

SWR22061

SW

SW

SW

ReasonRev Date Appd

Consultants

RevJob No Sheet No

Sheet Title

Filename

ScaleDrawn


(at A1)



Holmes Consulting

39 Market Place

Auckland 1010

New Zealand


T: +64 9 965 4789

SW 02SW 01

key plan

scale 1:200


HAMILTON

VICTORIA STREET

longitudinal sections

proposed stormwater

DRL as shown


135713.50 C07-01 3



Victoria S

treet

kerb and channel

footpath

street parking

street parking

carpark

entrance

w

alk

w

a

y

street parking

street parking

driveway

access

kerb and channel

footpath

footpath

access ramp

fo

o

tp

a

th

re

ta

in

in

g

w

a

ll

fo

o

tp

a

th

re

ta

in

in

g

w

a

ll

street parking

garden




traffic island

street parking

garden

loading zone

GA

RD

EN

traffic

island

street parking

kerb and channel

covered footpath

street

parking

bus stop

raised crossing

concrete area

wooden

deck

steps

steps

steps

s

e

a

t

s

e

a

t

seat

seat

seat

overgrown

hillside

wall

garden

garden

garden

garden

wall

garden

canopy

top of kerb

top of kerb

stairs and ramp

riff raff statue

war monument


Victoria S

treet


site boundary

site boundary

site boundary

site boundary



site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

WWS21032

LL 39.15

depth 3.20

IL 35.95

WWS21033

LL 36.44

depth 2.40

IL 34.04

(

e

)

W

W

(e

)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e

)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W(e)W

W

(e)WW(e)WW

(e)WW(e)WW

(e)WW(e)WW

(e)WW

(e)WW(e)WW

(e)WW

(e)WW

(e)WW

(e)WW

(e)WW

(e)WW

(e)WW

(e)WW

WWMH

LL 38.99

depth 0.9

IL 38.09

blocked manhole

(e)W

W(e)W

W

(

e

)

W

W

(

e

)

W

W

(e)W

W

(e)W

W

(e)W

W

1

5

0

Ø

c

la

y

225Ø EW

150Ø

clay

225Ø EW

(e)W

W

(e)W

W

(e)W

W

W

W

W

W

W

W

G

G

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

site boundary

(

e

)

W

W

WWWW WWWW

WWWWWW

WWWW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW WW WW WW WW WW WW WWWW

WW

WW

WW

W

W

W

W

WWMH 01

LL 35.607 t.b.c

IL 33.660 in

IL 33.580 out

D 2.027

1050∅

WWMH 02

LL 38.803

IL 32.417 in

IL 32.337 out

D 6.466

1500∅

WWMH 03

LL 37.035

IL 31.566 in

IL 31.486 out

D 5.549

1200∅

WWMH 04

LL 34.025internal drop structure as per RITS standard drawing D5-1

IL 31.191 (A1)

IL 29.563 (B1)

IL 29.320 out

D 4.705

1200∅WWR22082

LL 33.955IL 29.150 (F (new))

IL 28.920 (B2)

IL 31.480 (E1)

IL 31.480 (D1 -IL grouted off)

IL 31.280 (A2)

IL 28.880 (C2)

IL 28.850 out

D 5.105

150 NB uPVC SN 16

21.49m at 1:20

150 N

B uP

VC

S

N 16

75.78m

at 1:100

150 NB uPVC SN 16

28.34m at 1:100

150 NB uPVC SN 16

8.43m at 1:561

5

0

N

B

u

P

V

C

S

N

1

6

8

.

5

1

m

a

t

1

:

6

7

IL 29.700

cover 4.113

wastewater connection to site refer to

building services engineer for continuation

B2

E1

D1

A2

F (new)

T

B1A1

C2

ReasonRev Date Appd

Consultants

RevJob No Sheet No

Sheet Title

Filename

ScaleDrawn


(at A1)



Holmes Consulting

39 Market Place

Auckland 1010

New Zealand


T: +64 9 965 4789

N

proposed WW line relocation , passes

underneath level B1


HAMILTON

VICTORIA STREET

services plan

proposed wastewater

DRL 1:200


135713.50 C08-01 4

legend:

WW

WW

Wastewater MH (new)


access door


Wastewater pipe (new)



Site boundary

WW

(e)WW


h.a.d. (m) 28

H scale 1:100

V scale 1:100

30

35

40

0 10 20 30 40 50 60 70

pipe datapipe data

structure chainage

lid level

invert level


WW 01 longitudinal section

h.a.d. (m) 28

H scale 1:100

V scale 1:100

30

35

40

70 80 90 100 110 130 140 143

pipe datapipe data

structure chainage

lid level

invert level


WW 01 longitudinal section

150 NB uPVC SN 16

1:20 (5.11%)

150 NB uPVC SN 16

1:100 (1.00%)

existing 150

1:31 (3.18%)

25

.7

31

2.974

38

.8

03

35

.6

07

33.580

32

.4

17

32.337

31.566

33.755

33

.6

60

1.87

6.31

1.56

6.2

3

5.29

1.79

WW

MH

02

Ø 1.

50

0

WW

MH

01

Ø 1.

050

150 NB uPVC SN 16

1:100 (1.00%)

150 NB uPVC SN 16

1:100 (1.00%)

150 NB uPVC SN 16

1:56 (1.78%)

existing

225 ew main

1:100 (1.00%)

10

2.8

56

132.397

141.945

37

.0

35

34.025

33.955

32.337

31

.5

66

31

.4

86

31.191

29.320

29.150

28.850

28.822

6.31

5.3

7

4.06

4.29

5.2

9

2.19

4.08

4.31

lo

ng

itu

din

al se

ctio

n co

ntin

ue

d b

elo

w

chianage 0-70

chianage 70-143.4

WW

R22082

WW

MH

0

3

Ø 1.

20

0

lo

ng

itu

din

al se

ctio

n co

ntin

ue

d a

bo

ve

finished surface levels within Embassy Plaza part of Embassy Plaza design package.

structural foundations


existing surface

existing surface


lift pit location

0.3m

WW

MH

04 internal drop structure

Ø 1.

200

indicativelanding platform

ReasonRev Date Appd

Consultants

RevJob No Sheet No

Sheet Title

Filename

ScaleDrawn


Drawing Index Project Notes · Drawing Index Project Notes WAIKATO REGIONAL THEATRE HAMILTON...

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Transcript of Drawing Index Project Notes · Drawing Index Project Notes WAIKATO REGIONAL THEATRE HAMILTON...