additional road side parking - ngaio
TRANSCRIPT
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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
PARKLANE INFRASTRUCT LTDSILVERSTREAM ROAD
IMPROVEMENTS
PROJECT DETAILS
www.coco.co.nzWhangarei | Auckland | Wellington | Christchurch
REVISION DETAILSREV.
DATE PLOTTED: Tuesday, February 09, 2021 2:17:15 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
1:1000 @ A3
DESIGNED
KDAPPROVED
PC
CCL REF NODATE CREATED
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
W
W
W
W
SSSS
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
www.coco.co.nzWhangarei | Auckland | Wellington | Christchurch
REVISION DETAILSREV.
DATE PLOTTED: Tuesday, February 09, 2021 2:17:16 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
DESIGNED APPROVED
CCL REF NODATE CREATED
DRAWN APP.
N
FOR CONSTRUCTION
LEGEND
C AMEND AS PER WCCREQUIREMENTS
08-08-18JM TN
KD
CAR PARKS ADJACENT TO25 SILVERSTREAM ROAD
PARKLANE INFRASTRUCT LTDSILVERSTREAM ROAD
IMPROVEMENTS
1:100 @ A3
KD PC
29/01/2021 13037 004
CONSTRUCTION0
C02
29-01-21KD PC
CONSTRUCTION
0
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SS SS SS SS SS SS
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SW
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
www.coco.co.nzWhangarei | Auckland | Wellington | Christchurch
REVISION DETAILSREV.
DATE PLOTTED: Tuesday, February 09, 2021 2:17:16 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
DESIGNED APPROVED
CCL REF NODATE CREATED
DRAWN APP.
C
FOR CONSTRUCTION
N
AMEND AS PER WCCREQUIREMENTS
08-08-18JM TN
KD
CAR PARKS ADJACENT TO2 & 3 THATCHER CRES
PARKLANE INFRASTRUCT LTDSILVERSTREAM ROAD
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
www.coco.co.nzWhangarei | Auckland | Wellington | Christchurch
REVISION DETAILSREV.
DATE PLOTTED: Tuesday, February 09, 2021 2:17:16 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
DESIGNED APPROVED
CCL REF NODATE CREATED
DRAWN APP.
FOR CONSTRUCTION
C AMEND AS PER WCCREQUIREMENTS
06-08-18JM TN
KD
SECTIONS
PARKLANE INFRASTRUCT LTDSILVERSTREAM ROAD
IMPROVEMENTS
KD PC
29/01/2021 13037 004
CONSTRUCTION0
C04
29-01-21KD PC
CONSTRUCTION
0