ADDITIONAL ROAD SIDE PARKING - Ngaio

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ADDITIONAL ROAD SIDE PARKINGPARKLANE INFRASTRUCT LTD

SILVERSTREAM ROAD, CROFTON DOWNSWELLINGTON

CCL PROJECT REF:13037-001DATE:09 FEBRUARY 2021

REVISION: 1

LOCATION DIAGRAM

SIGNED DATE29/01/21

CONSTRUCTION

SCHEDULE OF DRAWINGSSHEET # TITLE REV

00 COVER SHEET & LOCATION DIAGRAM 1C00 GENERAL NOTES 0C01 PROPOSED SPEED HUMPS 0C02 CAR PARKS ADJACENT TO 25 SILVERSTREAM ROAD 0C03 CAR PARKS ADJACENT TO 2 & 3 THATCHER CRES 1C04 SECTIONS 0

IMPORTANT NOTE: PRODUCER STATEMENTSPS4 WILL NOT BE ISSUED AT COMPLETION OF WORKS UNLESS ALLREQUIRED TESTS AND INSPECTIONS HAVE BEEN NOTIFIED TO COOKCOSTELLO AND COMPLETED DURING CONSTRUCTION

SILVERSTREAM RD.

WAIKOWHAI ST.

CHUR

CHIL

L DR

.TH

ATCH

ER C

RES.

SPENCER ST.

N

CO

CO

SHEET C01

SHEET C03

0 20 SCALE 1:150040 60

020

SCAL

E 1:

1500

4060

WOODFORD WAY

28

26

24A24B

22

20

1816

44

30

32

14

14A

14B12 10

8

2

3

2

4

5

1

6 6B

6A

4

2

1

3

5

7

19

2123

25

CONSTRUCTION

STATUS

TITLE

SCALE

DRAWN

GENERAL NOTES

REVISION

PROJECT DETAILS

www.coco.co.nzWhangarei | Auckland | Wellington | Christchurch

REVISION DETAILSREV.

DATE PLOTTED: Tuesday, February 09, 2021 2:17:14 PM FILE PATH: C:\Users\KYLEDI~1\AppData\Local\Temp\BricsCAD\bp_0\13037-004 Off-street Carpark Rev 0.dwg DO NOT REPRODUCE WITHOUT WRITTEN AUTHORITY

DWG NUMBER

NTS

DESIGNED APPROVED

CCL REF NODATE CREATED

FOR CONSTRUCTION

1ST ISSUEA

DRAWN APP.

10-04-18JM -

GENERAL

G1: THIS SET OF DRAWINGS IS TO BE READ IN CONJUNCTION WITH THEPROJECT SPECIFICATION AND ALL OTHER CONTRACT DRAWINGS.

G2: THE DRAWINGS ARE A DIAGRAMMATIC REPRESENTATION OF THEWORK TO BE CARRIED OUT ONLY AND DIMENSIONS SHALL NOT BEOBTAINED BY SCALING.

G3: ALL DISCREPANCIES SHALL BE REFERRED TO THE ENGINEER FORDECISIONS BEFORE PROCEEDING WITH THE WORK.

G4: THE CONTRACTOR IS TO CONFIRM THE LOCATION AND LEVEL OFALL UNDERGROUND SERVICES PRIOR TO UNDERTAKING ANYEARTHWORKS OR FOUNDATION CONSTRUCTION.

G5: ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCEWITH THE CURRENT CODES OF PRACTICE EXCEPT WHERE VARIED BYTHE PROJECT SPECIFICATION AND/OR DRAWINGS:· NZS 4404:2010 LAND DEVELOPMENT AND SUBDIVISION

INFRASTRUCTURE· AS/NZS 2890.1:2004 PARKING FACILITIES

G6: GENERAL ABBREVIATIONS· NTS - NOT TO SCALE· UNO - UNLESS NOTED OTHERWISE· FFL - FINISHED FLOOR LEVEL· EGL - EXISTING GROUND LEVEL· FGL - FINISHED GROUND LEVEL

G7: WHERE PROPRIETARY PRODUCTS ARE SPECIFIED IN THEDOCUMENTS THE CONTRACTOR MAY SUBMIT AN ALTERNATIVEPRODUCT FOR APPROVAL AND SUBJECT TO WDC APPROVAL.

G8: ALL WORKS ARE TO COMPLY WITH THE HEALTH & SAFETY AT WORKACT 2015.

G9: ALL WORKS TO COMPLY WITH THE WELLINGTON CITY COUNCIL(WCC) CODE OF PRACTICE FOR LAND DEVELOPMENT, AS/NZS 2890.1AND NZS4404:2010.

G10: WCC STANDARD DETAILS HAVE NOT BEEN INDEPENDENTLYVERIFIED BY COOK COSTELLO. WE HAVE ACCEPTED THAT THEY WILLPERFORM FOR THE REQUIRED LIFE EXPECTANCY AS STATED IN THEWCC CODE OF PRACTICE FOR LAND DEVELOPMENT. WE ACCEPT NOLIABILITY IF THE STANDARD DETAILS DO NOT ACHIEVE THIS DESIGNLIFE.

G11: THE CONTRACTOR MUST REINSTATE AND/OR REPAIR DAMAGE TOTHE KERB & CHANNELING AND FOOTPATH ALONG THE PROPERTYROADSIDE FRONTAGE.

G12: SITE SURVEY, EXISTING SEWER, STORMWATER, AND POTABLEWATER, BASED ON DIGITAL AS-BUILT DATA RECEIVED. COORDINATESARE IN TERMS OF NZGD 2000 NZTM 2000. ALL LEVELS AND CONNECTIONPOINTS TO BE CHECKED AND CONFIRMED ON SITE PRIOR TOCONSTRUCTION.

G13: EROSION CONTROL - ALL SILT CONTROL MEASURES SHALL BEPLACED PRIOR TO COMMENCEMENT OF EARTHWORKS. SUCHMEASURES SHALL BE SUBJECT TO FURTHER ADDITIONS ANDALTERATIONS, WHERE CONSIDERED NECESSARY, AS DIRECTED BY THEPROJECT MANAGER OR COUNCIL, DURING THE PROGRESSION OFWORKS. IT IS ADVISED TO CONTACT NRC PRIOR TO COMMENCEMENTOF EARTHWORKS, AFTER INSTALLATION OF EROSION AND SEDIMENTCONTROL DEVICES TO ENSURE THEY HAVE BEEN INSTALLED TO THESATISFACTION OF NRC.

EARTHWORKS

E1: ALL PROJECT PAVEMENT SIZES AND DETAILS INDICATED IN THISDRAWING SET ARE BASED ON A CBR OF 7%. ALL BUILDINGFOUNDATIONS INDICATED IN THIS DRAWING SET ARE BASED ON ANULTIMATE BEARING CAPACITY OF 300KPA.

E2: ALL SITE EARTHWORKS ARE TO BE CARRIED OUT IN ACCORDANCEWITH THE REQUIREMENTS OF NZS4431. SOIL BEARING CAPACITY IS TOBE VERIFIED UPON COMPLETION OF SITE EARTHWORKS AND DURINGFOUNDATION EXCAVATION TO ENSURE ACTUAL SITE CONDITIONS ARECOMPATIBLE WITH THE INFERRED GEOTECHNICAL MODEL. OVEREXCAVATION AND BACKFILLING WITH ENGINEERED FILL OR SITECONCRETE MAY BE NECESSARY WHERE SOFT SOIL / FILL ISENCOUNTERED WITH PRIOR VARIATION APPROVAL.

E3: COMPACTION IN BASE OF PIPE TRENCHES TO ACHIEVE RESILIENTMODULUS MEASURED BY LIGHT WEIGHT DEFLECTOMETER(EVD=40MPA).

SURVEY

S1: SURVEY DATA PROVIDED BY SPENCER HOLMES LTD. COOKCOSTELLO ACCEPT NO LIABILITY FOR ANY INACCURACIES.

ROADING

R1: REFER TO SECTION 2.4.4 AND FIGURE 2.5 OF THE CURRENTVERSION OF AS/NZS 2890.1

R2: CONTRACTOR IS TO DISCUSS WITH THE ENGINEER ALLINSPECTIONS REQUIRED TO ALLOW PROVISION OF ISSUE OF PS4 PRIORTO CONSTRUCTION.

R3: ALL DIMENSIONS AND LEVELS ARE SUBJECT TO FINAL SURVEY.

R4: ALL PAVEMENTS TO BE IN ACCORDANCE WITH NZS4404 SECTION 3.

R5: DESIGN SUBGRADE CBR 7% TO BE CONFIRMED PRIOR TOCONSTRUCTION.

R6: FOOTPATH TO BE CONSTRUCTED AS PER WCC CoP DEC 2017,CLAUSE C.3.

R7: SPEED HUMPS AS PER AS/NZS2890, FIGURE 4.4 (P49).

TRAFFIC MANAGEMENT AND SIGNS

T1: DURING CONSTRUCTION, TRAFFIC MANAGEMENT TO BE INACCORDANCE WITH CoPTTM.

T2: REFER TO MOTSAM SIGNAGE FOR PERMANENT TRAFFIC SIGNS.· PW7 (WG 270)· PW25 (WG 5)· PW39 (WN2)

KD KD PC

29/01/2021 13037 004

CONSTRUCTION0

C00

29-01-21KD PC

CONSTRUCTION

0

PARKLANE INFRASTRUCT LTDSILVERSTREAM ROAD

IMPROVEMENTS

EXISTING KERB & CHANNEL

EXISTING KERB & CHANNEL

KEYRRMP - REFLECTIVE RAISED PAVEMENT MARKERS

- CONTINUOUS WHITE LANE 100mm WIDE

RRMP WHITE

RRMP WHITE

RRMP RED

RRMP WHITE

RRMP WHITE

RRMP RED

SIGN APPROX600mm FROMBACK OF KERB

TRAFFICFLOW

TRAFFICFLOW

SIGN APPROX600mm FROMBACK OF KERB

10.0m

TYPICAL SPEED HUMP LINE MARKING

#63

#61

#59

#57

#55

#53

#51

#49

#47

#45

#43

#41

#39

#37A

#37

#35

#40

#38

#42

#44

#50

#52

#54

#65#67

#33

#31

#29

#27

#30

#36

EXISTINGCHICANE & LINEPARKING TO BEREMOVED

SPEED HUMP 04

SPEED HUMP 03

SPEED HUMP 02

SPEED HUMP 01

SILVERSTREAM ROAD

STATUS

TITLE

SCALE

DRAWN

KD

PROPOSED SPEED HUMPS

REVISION


IMPROVEMENTS

PROJECT DETAILS




DWG NUMBER

1:1000 @ A3

DESIGNED

KDAPPROVED

PC


29/01/2021 13037 004

CONSTRUCTION

DRAWN APP.

0

C01

29-01-21KD PC

CONSTRUCTION

FOR CONSTRUCTION 0

C AMEND AS PER WCCREQUIREMENTS

30-07-18JM TN

SPEED HUMPS NOTES:

LOCATION OF SPEED HUMPSSHOWN ARE INDICATIVE ONLYAND SHOULD BE CONSTRUCTEDAS SETOUT ON SITE WITHWELLINGTON CITY COUNCIL

W

W

W

W

W

W

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SSSS

SS SS

SS

SS

SS

SS

SS

SS

SWSW

SWSW

SWSWSW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

89.0

89.0

89.5

89 . 5

90.0

90.0

90 .5

90.5

91 .0

91.5

91.5

92.0

92 .0

EXIS

TING

PROP

OSED

#25

REMOVE EXISTING KERB.

EXISTING SUBSTATION TOREMAIN

MARRY AND MAKE GOODPROPOSED KERB TO EXISTING

EXIS

TINGPR

OPOS

ED

SILVERSTREAM RD

12.90

BANK DROPS HERE

9.0

AA

6%

3%

91.89

91.8091.83

91.54

91.24

91.13

91.22

91.09

91.82

1.2

91.7791.87

91.39

91.49

91.12

91.22

91.00

91.10

91.13

91.25

91.52

91.90

R3.00

R3.00

R3.00

R3.00

EXISTING UNDERGROUND TOREMAIN

EXISTING UNDERGROUND TO

EXTEND FOOTPATH

EXTENT OF BATTER SLOPEEXISTING DRIVEWAY TOREMAIN WITH AT LEAST1.0M CLEARANCE FROMTHE PROPOSED CAR PARK

2%

DENSE BUSH AREA

BACK OF KERB

KERB LINE

LIP OF KERB

PROPOSED SPOT HEIGHT

SAW CUT 300mm OFFSETFROM LIP OF KERB

LIMIT / EXTENT OF WORKS

EXISTING SPOT HEIGHT

EXTENT OF BATTER

89.26

80.97

STATUS

TITLE

SCALE

DRAWN

REVISION

PROJECT DETAILS




DWG NUMBER

DESIGNED APPROVED


DRAWN APP.

N

FOR CONSTRUCTION

LEGEND


08-08-18JM TN

KD

CAR PARKS ADJACENT TO25 SILVERSTREAM ROAD


IMPROVEMENTS

1:100 @ A3

KD PC

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CONSTRUCTION0

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CONSTRUCTION

0

W

W

W

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L

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SS SS SS SS SS SS

SW

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SW

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SWSW

SWSWSWSW

SW

SW

SWSW

SW

78 . 5

78.5

79 .0

79.0 79

.5

80.0

80 .5

81. 0

81.5

81.5

#2 THATCHER CRESMARRY AND MAKE GOODPROPOSED KERB TO EXISTING

REMOVE EXISTING KERB.

EXISTINGPROPOSED

PROPOSED DWELLING

THATC

HER CRES

EXISTING

PROPOSED

1.50

25

MARRY AND MAKE GOODPROPOSED KERB TO EXISTING

A A

2%

80.631

80.70

80.77

80.83

80.90

4%

3%

80.71

80.71

80.77

80.85

80.90

80.97

80.632

80.631

80.70

80.77

80.83

80.90

81.07

81.0081.10

81.13

80.84

80.94

80.97

80.76

80.86

80.89

80.71

80.81

80.84

80.62

80.72

80.76

80.52

80.62

80.70

80.57

R3.00

R3.00

MATCH LID TO NEW GROUNDLEVEL

3 THATCHER CRES.

LOW POINTINSTALL NEW 2x FULL SUMP AS PER

WCC STANDARDSLOCATION TO BE CONFIRMED ON SITE

2 SILVERSTREAM ROAD

START CURVE AT STEEL PINPLACED IN KERB

BACK OF KERB

KERB LINE

LIP OF KERB

PROPOSED SPOT HEIGHT

SAW CUT 300mm OFFSETFROM LIP OF KERB

LIMIT / EXTENT OF WORKS

EXISTING SPOT HEIGHT

EXTENT OF BATTER

89.26

80.97

STATUS

TITLE

SCALE

DRAWN

REVISION

PROJECT DETAILS




DWG NUMBER

DESIGNED APPROVED


DRAWN APP.

C

FOR CONSTRUCTION

N

AMEND AS PER WCCREQUIREMENTS

08-08-18JM TN

KD

CAR PARKS ADJACENT TO2 & 3 THATCHER CRES


IMPROVEMENTS

1:100 @ A3

KD PC

29/01/2021 13037 004

CONSTRUCTION0

C03

29-01-21KD PC

CONSTRUCTION

1

LEGEND

SUMP LOCATION1 09-02-21KD PC

3.1m

100m

m

SAWCUT EXISTING ASPHALT

150m

m

100mm THICK MIX 10ASPHALT

3% MIN. CROSSFALL 3% MIN. CROSSFALL

℄

1:1 SLOPE 1:1 SLOPE

TYPICAL SPEED HUMP SECTION C-CSCALE 1:20

150 THICK mmM4 AP40 BASE COURSE

STANDARD SPEED HUMP AS PER CODE OFPRACTICE FOR LAND DEVELOPMENT OF

WELLINGTON DRWG R-45-702 - WATTS PROFILE.

TYPICAL SPEED HUMP SECTION D-DSCALE 1:20

℄

CUT BATTER SLOPE

VARIES 1:4 MAX

FILL BATTER SLOPEVARIES 1:4

30mm THICK MIX10 ASPHALT

3% MIN. CROSSFALL2% MIN. CROSSFALL

75 mm THICK M4 AP40 BASE COURSE100 THICK mmM4 AP40 BASE COURSE

200 mm THICKAP65 SUB-BASE

1.5mAS PER WCC DRWG-22-700, DETAIL A

SUB GRADE. DESIGN CBR 7% (3BLOWS/100mm)

FOOTPATH TO BE CONSTRUCTED ASPER WCC CoP DEC 2017, CLAUSE C.3TYPICAL PAVEMENT W/ FOOTPATH SECTION A-A

SCALE 1:20

STATUS

TITLE

SCALE

DRAWN

REVISION

PROJECT DETAILS




DWG NUMBER

DESIGNED APPROVED


DRAWN APP.

FOR CONSTRUCTION


06-08-18JM TN

KD

SECTIONS


IMPROVEMENTS

KD PC

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CONSTRUCTION0

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CONSTRUCTION

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Documents

ADDITIONAL ROAD SIDE PARKING - Ngaio