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This is an HTML version of an attachment to the Official Information request 'Request for Information – April 2023 Fatality at Hewletts Road / Tasman Quay Intersection Mount Maunganui'.
Drawing Plotted:
10 Apr 2024   2:48 pm
GENERAL SIGNAGE NOTES:
1.
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH:
PAVEMENT MARKING SCHEDULE
1.1
NZTA MOTSAM PART 1: SIGNAGE
1.2
NZTA TCD MANUAL PART 5: TRAFFIC CONTROL DEVICES FOR GENERAL USE
REF
NAME
DESCRIPTION
DIMENSIONS
1.3
NZTA TCD MANUAL PART 1: GENERAL REQUIREMENT FOR TRAFFIC SIGNS
1.4
NZTA P24:2020 SPECIFICATION FOR PERMANENT TRAFFIC SIGNS
REFLECTORISED WHITE. REFER TO TCD PART 5,
CS-1
CYCLE SYMBOL MARKING TYPE 1 TABLE 8-2: RECOMMENDED SCALE FACTORS FOR
1080mm WIDE, 1680mm HIGH
2.
ALL POSTS, HINGES, AND BREAKAWAY DEVICES FOR GROUND MOUNTED SIGNS WITHIN THE ROADSIDE CLEAR ZONE SHALL HAVE A PROVEN IMPACT REQUIREMENT. WHERE THE SIGN WITHIN THE
CYCLE LANE SYMBOL
www.beca.com
1982
ROADSIDE CLEAR ZONE IS SHIELDED BY A COMPLIANT ROAD SAFETY BARRIER, OR A FIXED IMPACT ATTENUATOR DESIGNED TO RESIST BOTH END-ON AND SIDE IMPACT BY VEHICLES.
REFLECTORISED WHITE. REFER TO TCD PART 5,
3.
ALL GROUND MOUNTED SIGNS (UNLESS OTHERWISE NOTED ON DRAWINGS) SHALL BE LOCATED AS FOLLOWS:
CS-2
CYCLE SYMBOL MARKING TYPE 2 TABLE 8-2: RECOMMENDED SCALE FACTORS FOR
720mm WIDE, 1120mm HIGH
- LOCATED WITHIN A MAXIMUM LATERAL CLEARANCE OF 5m TO THE NEAREST TRAFFIC LANE EDGE LINE
CYCLE LANE SYMBOL (NARROW CYCLE LANE)
- FOR SIGN POSTS AND SMALL GROUND MOUNTED SIGNS (SIGN PANEL AREA LESS THAN 4.7m²),  A MINIMUM LATERAL CLEARANCE OF 300mm TO THE NON-MOUNTABLE KERB OR A MINIMUM
LATERAL CLEARANCE OF 500mm TO THE MOUNTABLE KERB,  OR A MINIMUM LATERAL CLEARANCE OF 600mm TO THE EDGE OF THE SHOULDER, FACE OF ROAD SAFETY BARRIER, OR BACK OF
REFLECTORISED WHITE. HPLL MARKING. REFER TO
CHANNEL. THESE SIGNS SHOULD BE MOUNTED ON BREAKAWAY/FRANGIBLE POSTS/SUPPORTS (UNLESS OTHERWISE NOTED ON DRAWINGS).
LL
LANE LINE
200mm WIDE, CONTINUOUS
TCD PART 5
4.
THE MINIMUM VERTICAL DISTANCE FOR GROUND MOUNTED SIGNS, MEASURED FROM THE UNDERSIDE OF THE SIGN OR THE LOWEST SIGN IN AN ASSEMBLY OF SIGNS, AND THE SURFACE OF THE
Act 
ADJACENT ROAD PAVEMENT, TRAFFICABLE SHOULDER, OR TOP OF KERB AND /OR CHANNEL, SHALL BE WHICHEVER IS THE GREATER DIMENSION:
REFLECTORISED WHITE. HPLL MARKING. REFER TO
LI
LIMIT LINE
300mm WIDE, CONTINUOUS
-  2.0 METRES FOR ALL SMALL SIGNS OR 2.1 METRES FOR ALL LARGE SIGNS ALONG THE MOTORWAY, STATE HIGHWAY OR LOCAL ROAD
TCD PART 5
- 2.5 METRES FOR ALL SIGNS LOCATED OVER FOOTPATH AND SHARED PATHS.
5.
ALL GROUND MOUNTED SIGNS SHALL BE ORIENTATED SUCH THAT THEY ARE TURNED ABOUT 5 DEGREES AWAY FROM THE DRIVER'S LINE OF SIGHT OR THE NORMAL OF THE ROAD CENTRE LINE.
REFLECTORIED WHITE, HPLL MARKING. REFER TO
CL
CONTINUITY LINE
200mm WIDE, 1m STRIPE, 3m GAP
REFER TO SECTION 7.4 OF NZTA P24:2020.
TCD PART 5
6.
THE CONTRACTOR SHALL INSTALL ALL SMALL SIGNS (SIGN PANEL AREA LESS THAN 4.7m2) AS PER STANDARD SIGN SUPPORTS AND FOUNDATION REQUIREMENTS STATED ON NZTA P24:2020
REFLECTORIED WHITE, HPLL MARKING. REFER TO
EL
EDGE LINE
200mm WIDE, CONTINUOUS
"SPECIFICATION FOR PERMANENT TRAFFIC SIGNS" AND THE CONDITIONS AS DETAILED IN TECHNICAL SPECIFICATIONS.
TCD PART 5
7.
WHEN REMOVING EXISTING SIGNS, CONSTRUCTOR SHALL REMOVE ALL EXISTING FOUNDATIONS. ALL SURFACE OBJECTS, TREES, STUMPS, ROOTS, REDUNDANT CONCRETE FOUNDATIONS,
REDUNDANT POLES AND OTHER PROTRUDING OBSTRUCTIONS EXPOSED AS PART OF THE SIGN CONSTRUCTION AND SIGN REMOVAL SHALL BE REMOVED AND DISPOSED ACCORDINGLY. DISPOSAL
METHODS SHALL BE IN ACCORDANCE WITH APPLICABLE LAWS, ORDINANCES, AND REGULATIONS. IN GRASSED AREAS, HOLES RESULTING FROM REMOVAL OF REDUNDANT FOUNDATIONS SHALL BE
BACKFILLED WITH SUITABLE MATERIAL TO MATCH THE SURROUNDING CONDITION.
LEGEND:
8.
THE CONTRACTOR SHALL IDENTIFY AND LOCATE ALL EXISTING AND/OR NEW UTILITY AND DRAINAGE SERVICES AT THE POSITIONS OF THE GROUND MOUNTED SIGN INSTALLATIONS. WHERE THERE
IS A CONFLICT WITH THESE SERVICES, THE CONTRACTOR SHALL NOTIFY THE DESIGNER AND ADVISE OF ANY PROPOSED RELOCATION OR FOUNDATION MODIFICATION TO REMOVE THE CONFLICT.
NEW PAINT MARKING
NEW SIGN
THE DESIGNER SHALL REVIEW AND COMMENT ON THE APPROPRIATENESS OF THE PROPOSED MODIFICATION PRIOR TO THE SIGN INSTALLATION.
REMOVE SIGN
9.
ALL UTILITIES SHALL BE CONSIDERED LIVE UNLESS STATED OTHERWISE IN  WRITING BY THE OWNING UTILITY AUTHORITY.
REMOVED PAINT MARKING
10.
SIGN LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. ALL SIGNS SHALL HAVE THEIR POSITIONS CONFIRMED AND SIGHT LINES CHECKED ON SITE PRIOR TO FOUNDATION & SIGN
SUPPORTS BEING CONSTRUCTED. WHERE SITE CONDITIONS PREVENT THE SIGN FROM BEING PLACED IN POSITION, THE CONTRACTOR MAY REQUEST FOR A NEW LOCATION OF SIGN PROVIDING
AGREEMENT WITH DESIGNER IS GIVEN.
EXISTING PAINT MARKING
11.
 ANY EXISTING SIGNS, SIGN POSTS OR SOCKETS TO BE RELOCATED SHALL ONLY BE RE-USED IF THE GENERAL CONDITION IS ACCEPTABLE AS ASSESSED BY THE ENGINEER.
GREEN CYCLE PAVEMENT MARKING
Information 
GENERAL PAVEMENT MARKING NOTES:
1.
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH:
1.1
MOTSAM PART 2: MARKINGS
1.2
NZTA TCD MANUAL PART 5: TRAFFIC CONTROL DEVICES FOR GENERAL USE
1.3
NZTA TCD MANUAL PART 4: FOR INTERSECTIONS
1.4
NZTA RTS14: GUIDELINES FOR FACILITIES FOR BLIND AND VISION IMPAIRED PEDESTRIANS
1.5
NZTA P33:2017 SPECIFICATION FOR COLOURED SURFACING
1.7
PEDESTRIAN PLANNING & DESIGN GUIDE CHAPTER 15
    1.8
NZTA, CYCLEWAY STANDARD DETAILS DRAWING NUMBER: STANDARD-R02 AND STANDARD-R03
    1.9
NZTA, PATH BEHAVIOUR MARKINGS GUIDANCE NOTE
Official 
1.10 NZTA CYCLING NETWORK GUIDANCE
www.beca.com
2.
ALL HIGH PERFORMANCE LONG LIFE (HPLL) MARKING SHALL BE INITIALLY MARKED WITH PILOT LINE IN PAINT. LONG LIFE MARKING SHALL BE IN ACCORDANCE WITH NZTA P/30 LONG LIFE PAVEMENT
MARKINGS MARKED A MINIMUM OF THREE WEEKS AFTER APPLICATION OF THE PAINT MARKING.
3.
CONTRACTOR TO PREPARE DESIGNS FOR ANY INTERIM ROAD MARKING LAYOUTS AS PART OF APPROVED TEMPORARY TRAFFIC MANAGEMENT PLANS AND COORDINATE THESE WITH FINAL
DESIGNS.
4.
NO TEMPORARY MARKINGS SHALL BE APPLIED TO THE FINAL TOP WEARING COURSE OF ANY PAVEMENT.
5.
ALL PAVEMENT MARKINGS MUST BE APPLIED WITHIN 24HRS OF COMPLETING THE FINAL WEARING COURSE IN AREAS WHERE THE CARRIAGEWAY IS OPEN TO PUBLIC TRAFFIC.
6.
RRPMS SHALL COMPLY WITH NZTA P/14 AND NZTA M/12 STANDARD SPECIFICATIONS.
the 
7.
EXISTING ROAD MARKING TO BE REPLACED WHERE NOTED TO TIE INTO NEW MARKINGS.
8.
FIRE HYDRANT MARKINGS TO BE INSTALLED IN ACCORDANCE WITH MOTSAM PART 2: MARKINGS FIG.4.26 WHERE FIRE HYDRANT RELOCATIONS ARE NECESSARY.
9.
ALL CYCLE PAVEMENT MARKING IN ACCORDANCE WITH NEW ZEALAND SUPPLEMENT TO AUSTROADS GUIDE TO TRAFFIC ENGINEERING PRACTICE PART 14 CYCLES, MOTSAM PART 2 AND TDM.
10.
COLOURED SURFACING IN ACCORDANCE WITH P33:2017 SPECIFICATION FOR COLOURED SURFACING.
11.
THE CONTRACTOR SHALL INSTALL ALL PEDESTRIAN WARNING TACTILE GROUND SURFACE INDICATOR (TGSI's) AND DIRECTIONAL INDICATORS IN ACCORDANCE WITH NZTA RTS14. SET OUT TO BE
CONFIRMED WITH SITE ENGINEER.
12.
ALL THE EXISTING LINE MARKINGS WITHIN THE PROJECT EXTENT ARE TO BE REMOVED  UNLESS IT IS MARKED AS RETAINED.
13.
FINAL MARKINGS ON LOCAL ROAD- FOLLOWING SECOND COAT SEALING THE CONTRACTOR SHALL RE-APPLY WAKA KOTAHI M/7 PILOT SPECIFICATION FOR APPROVED ROAD MARKING PRODUCTS
PAINT MARKINGS AND APPLY A SECOND APPLICATION OF WAKA KOTAHI M/7 PILOT SPECIFICATION FOR FOR APPROVED ROAD MARKING PRODUCTS PAVEMENT MARKINGS AT AN APPROPRIATE TIME
TO MAINTAIN EFFECTIVE DELINEATION AND GUIDANCE FOR DRIVERS. ANY MARKINGS  NOT CLEARLY VISIBLE FROM A DISTANCE OF 150M WHEN VIEWED FORM A VEHICLE AT NIGHT WITH LIGHTS ON
FULL BEAM IN THE ABSENCE OF ROAD LIGHTING SHALL BE REAPPLIED WITHIN 10 WORKING DAYS.
under 
FOR CONSTRUCTION
Original
Design
s 9(2)(a)
Approved For
Client:
Project:
Title:
Discipline
29.02.24
3936988-TA-1000.DWG
Scale (A1)
Construction*
s 9(2)(a)
29.02.24
NZ TRANSPORT AGENCY
BOP 23/24 LCLR
TASMAN QUAY
Drawn
s 9(2)(a)
TRANSPORTATION
Dsg Verifier
2
REVISED FOR CONSTRUCTION
10.04.24
s 9(2)(a)
29.02.24
Reduced
s 9(2)(a)
WAKA KOTAHI
IMPROVEMENTS
PAVEMENT REMARKING
Drawing No.
Rev.
P:\393\3936988\1-WIP\00-CAD\Sketches\Tasman Quay
1
FOR CONSTRUCTION
11.03.24
Scale (A3)
Drg Check
s 9(2)(a)
29.02.24 Date 11.03.24
GENERAL NOTES
3936988-1000
2
Released 
No.
Revision
By
Chk
Appd
Date
* Refer to Revision 1 for Original Signature
Path:
Document No.
DO NOT SCALE FOR SET OUT DIMENSIONS
IF IN DOUBT ASK.
© Beca 2024




Drawing Plotted:
11 Apr 2024   10:48 am
LEGEND:
NEW PAINT MARKING
REMOVED PAINT MARKING
EXISTING PAINT MARKING
www.beca.com
1982 GREEN CYCLE PAVEMENT MARKING
NEW CYCLE SYMBOL MARKING (CS-1)
REMOVE EXISTING R4-9
NEW SIGN
"CYCLE LANE" SIGN
NEW CYCLE OFF-RAMP MARKING
REMOVE EXISTING CYCLE
REMOVE EXISTING CYCLE
NEW LIMIT LINE (LI)
MOUNTED ON EXISTING
REMOVE SIGN
SYMBOL MARKING AND
SYMBOL MARKING AND
STREET LIGHT POLE
Act 
CYCLE LANE MARKING
CYCLE LANE MARKING
REMOVE EXISTING CYCLE
REMOVE EXISTING CYCLE
SYMBOL MARKING
LANE LIMIT/LANE LINE
NOTES:
1.7
1. ROAD MARKINGS ARE DRAWN BASED OFF
GEOREFERENCED AERIAL IMAGERY. CONTRACTOR
3.3
TO CHECK AGAINST EXISTING MARKINGS ON SITE.
2. NEW ROAD MARKINGS SHOWN IN BLUE ARE TO BE
PAINTED WHITE.
3.3
EXTENT OF WORKS
3.3
2.7
Information 
Official 
www.beca.com
the 
under 
FOR CONSTRUCTION
Original
Design
s 9(2)(a)
Approved For
Client:
Project:
Title:
Discipline
29.02.24
3936988-TA-1001.DWG
Scale (A1)
Construction*
s 9(2)(a)
29.02.24
NZ TRANSPORT AGENCY
BOP 23/24 LCLR
TASMAN QUAY
Drawn
1:200
TRANSPORTATION
s 9(2)(a)
s 9(2)(a)
Dsg Verifier
2
REVISED FOR CONSTRUCTION
0.04.24
s 9(2)(a)
29.02.24
Reduced
WAKA KOTAHI
IMPROVEMENTS
PAVEMENT REMARKING
Drawing No.
Rev.
P:\393\3936988\1-WIP\00-CAD\Sketches\Tasman Quay
1
FOR CONSTRUCTION
1.03.24
Scale (A3)
Drg Check
s 9(2)(a)
29.02.24 Date 11.03.24
Released 
1:400
SHEET 1 OF 3
3936988-1001
2
No.
Revision
By
Chk
Appd
Date
* Refer to Revision 1 for Original Signature
Path:
Document No.
DO NOT SCALE FOR SET OUT DIMENSIONS
IF IN DOUBT ASK.
© Beca 2024

Drawing Plotted:
11 Apr 2024   10:49 am
LEGEND:
NEW PAINT MARKING
REMOVED PAINT MARKING
REMOVE EXISTING PW-59
"LOOK FOR TRAINS" SIGNS
EXISTING PAINT MARKING
www.beca.com
1982 GREEN CYCLE PAVEMENT MARKING
NEW SIGN
REMOVE SIGN
Act 
NEW 1x3m CONTINUITY LINE (CL)
NEW EDGE LINE (EL)
EXTEND EXISTING CYCLE
LANE MARKING TO
EXISTING CATCHPIT
1.5
NOTES:
1. ROAD MARKINGS ARE DRAWN BASED OFF
3.3
GEOREFERENCED AERIAL IMAGERY. CONTRACTOR
TO CHECK AGAINST EXISTING MARKINGS ON SITE.
2. NEW ROAD MARKINGS SHOWN IN BLUE ARE TO BE
3.2
PAINTED WHITE.
3.3
Information 
Official 
www.beca.com
the 
under 
FOR CONSTRUCTION
Original
Design
s 9(2)(a)
29.02.24 Approved For
Client:
Project:
Title:
Discipline
3936988-TA-1001.DWG
Scale (A1)
Construction*
Drawn
29.02.24
NZ TRANSPORT AGENCY
BOP 23/24 LCLR
TASMAN QUAY
1:200
s 9(2)(a)
TRANSPORTATION
Dsg Verifier
2
REVISED FOR CONSTRUCTION
10.04.24
29.02.24
Reduced
s 9(2)(a)
WAKA KOTAHI
IMPROVEMENTS
PAVEMENT REMARKING
Drawing No.
Rev.
P:\393\3936988\1-WIP\00-CAD\Sketches\Tasman Quay
1
FOR CONSTRUCTION
11.03.24
Scale (A3)
Drg Check
29.02.24 Date 11.03.24
Released 
No.
Revision
By
Chk
Appd
Date
1:400
* Refer to Revision 1 for Original Signature
SHEET 2 OF 3
3936988-1002
2
Path:
Document No.
DO NOT SCALE FOR SET OUT DIMENSIONS
IF IN DOUBT ASK.
© Beca 2024


Drawing Plotted:
11 Apr 2024   10:49 am
LEGEND:
NEW PAINT MARKING
REMOVED PAINT MARKING
EXISTING PAINT MARKING
www.beca.com
1982 GREEN CYCLE PAVEMENT MARKING
NEW SIGN
NEW CYCLE SYMBOL MARKING (CS)
REMOVE SIGN
NEW CYCLE SYMBOL MARKING (CS-1)
Act 
NEW EDGE LINE (EL)
NEW LANE LINE (LL)
NEW EDGE LINE (EL)
REMOVE EXISTING
EXTEND EXISTING CYCLE
GIVE-WAY SYMBOL
LANE MARKING TO END
OF NEW LANE LINE
3.3
NOTES:
NEW CYCLE SYMBOL MARKING (CS-2)
1. ROAD MARKINGS ARE DRAWN BASED OFF
1.6
GEOREFERENCED AERIAL IMAGERY. CONTRACTOR
TO CHECK AGAINST EXISTING MARKINGS ON SITE.
3.2
2. NEW ROAD MARKINGS SHOWN IN BLUE ARE TO BE
1.0
REMARK BUS LANE
PAINTED WHITE.
LETTERING AND GREEN
3.2
BLOCK AS PER TCD
3.2
3.0
3.2
3.3
3.2
EXTENT OF WORKS
Information 
REMARK EXISTING 3x7m
CONTINUITY LINE WITH
CONTINUOUS LANE LINE (LL)
Official 
www.beca.com
the 
under 
FOR CONSTRUCTION
Original
Design
s 9(2)(a)
29.02.24 Approved For
Client:
Project:
Title:
Discipline
3936988-TA-1001.DWG
Scale (A1)
Construction*
Drawn
s 9(2)(a)
29.02.24
NZ TRANSPORT AGENCY
BOP 23/24 LCLR
TASMAN QUAY
1:200
s 9(2)(a)
TRANSPORTATION
Dsg Verifier
2
REVISED FOR CONSTRUCTION
10.04.24
s 9(2)(a)
29.02.24
Reduced
s 9(2)(a)
WAKA KOTAHI
IMPROVEMENTS
PAVEMENT REMARKING
Drawing No.
Rev.
P:\393\3936988\1-WIP\00-CAD\Sketches\Tasman Quay
1
FOR CONSTRUCTION
11.03.24
Scale (A3)
Drg Check
s 9(2)(a)
29.02.24 Date 11.03.24
Released 
No.
Revision
By
Chk
Appd
Date
1:400
* Refer to Revision 1 for Original Signature
SHEET 3 OF 3
3936988-1003
2
Path:
Document No.
DO NOT SCALE FOR SET OUT DIMENSIONS
IF IN DOUBT ASK.
© Beca 2024