road, allowing cyclists and pedestrians a safe place to stop clear of the roadway or cycleway to read the information.

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Phyllis Ward
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24 Nov 15 12:31 PM 23 November 15 TYPICAL SIGN TYPES: SIGN ARRANGEMENT SIGN ARRANGEMENT 2-26 2-26 3 3 AI - ADVANCED INFO SIGNS 7 7 SIGN 2-23SIGN 2-23 AI - Advance Information Signs are not an

1 24 Nov 15 12:31 PM 23 November 15 TYPICAL SIGN TYPES: SIGN ARRANGEMENT SIGN ARRANGEMENT AI - ADVANCED INFO SIGNS 7 7 SIGN 2-23SIGN 2-23 AI - Advance Information Signs are not an essential requirement for public access tracks or cycle routes, nor are they standardised in terms of their design and layout. These signs may, if desired and appropriate, AT START OF ROUTE. INCLUDES: be installed at or near the start point of the route to provide detailed SIGN 2-27SIGN 2-27MAP & INFO SIGN 2-29SIGN 2-29 SIGN 2-34 information, SIGN 2-34 such as a map and information about the length and LENGTH & DURATION OF RIDE / WALK 1: duration 1: to ride etc. These signs should be clearly visible from the road, allowing cyclists and pedestrians a safe place to stop clear of the roadway or cycleway to read the information. BE - BEGINNING AND ENDING SIGNS ID - INTERSECTION DIRECTION BE - Begins/Ends Signs are used to indicate the start and/or end point of a cycle route. They will include route specific information. Route Begins Signs should be installed on the left hand side of the CWB immediately beyond or adjacent to any advance information sign or at a logical starting point for the cycle route. ID - The Intersection Direction Sign is located at or as near as possible to the actual intersection. Should include both Information about the destination and the distance. Multiple sighs and destinations to be on one post 4. SIGNS 2-39, SIGNS 2-, 2-39, 2-41, 2-, , 2-42 BEGINS BEGINS ENDS ENDS SIGNS 2-43, SIGNS , 2-45 SIGNS 2-44, SIGNS , : AD01 - ADVANCED DIRECTION SIGN - ON LOCAL ROAD APPROACHING CWB 1: AD - The purpose of the Advance Direction Sign is to give cyclists DRAFT Kapiti DRAFT ONLY prior ONLY warning, to enable them to make decisions and, if necessary, NOT FOR NOT Cycle CONSTRUCTION FOR CONSTRUCTION place themselves in the best position to make any change in direction Route required before they reach the intersection. These signs should be FOR INFORMATION used in any situation where the cyclist could easily miss making a NOT FOR NOT CONSTRUCTION FOR CONSTRUCTION required turn at an approaching intersection. SH1 MACKAYS SH1 MACKAYS TO PEKA TO PEKA PEKA WAIKANAE WAIKANAE RIVER CROSSING RIVER CROSSING To occur -m in advance of an intersection and should only include CWB SIGNAGE CWB SIGNAGE LAYOUT LAYOUT A Kapiti M2PP-47P-D-SKT-0001 Kapiti Information Aabout the destination, not the distance. RP 12/0.00 RP 12/0.00 TO 23/5.00 TO 23/5.00 SKETCH SKETCH Cycle Cycle Route Route M2PP-47P-D-SKT-0001.DWG M2PP-47P-D-SKT-0001.DWG CD - CONFIRMATION DIRECTION CD - The Confirmation Direction Sign is used to confirm the direction/ destination of travel after an intersection it is intended to provide assurance to cyclists. The CD sign features a straight ahead arrow and should include both Information about the destination and the distance. As a general rule of thumb, these signs should be installed; between - m beyond an intersection where an Advance Direction Sign has been used and should generally be visible from that intersection; Cyclists should see a CD sign at least every 15- minutes of typical cyclist travel, or every 5- km. DETAIL DESIGN (DET) AD - ADVANCED DIRECTION - ON CWB LOCAL ROAD INTERSECTION SIGNS AD - The purpose of the Advance Direction Sign is to give cyclists prior warning, to enable them to make decisions and, if necessary, place themselves in the best position to make any change in direction required before they reach the intersection. These signs should be used in any situation where the cyclist could easily miss making a required turn at an approaching intersection. LR + GW - Local road (LR) and Giveway (GW) signs should to be used where the CWB crosses a local road. These are to be located at or as near as possible to the actual intersection. Where possible the LR should be kept to one per intersection and be able to be read by people on either side of the intersection. Both the LR and GW should share the same post and or be incorporateted onto an existing post. To occur -m in advance of an intersection and should only include Information about the destination, not the distance. C A Certified Issue DRAFT FOR REVIEW N N * Refer to Revision 1 for Signature Date Document created for NZTA by M2PP Alliance, Level 2, Whitmore St, WELLINGTON RP 12/0.00 TO 23/5.00 SHEET CWB SIGN TYPE SUMMARY M2PP-121-D-DWG-8707 C

07 Aug 14 05:01 p.m. B FAULKNER 24.04.14 V BILLETT 24.04.14 N P BRADSHAW 2 REVISED BASED ON GEOTECHNICAL INPUT BF DS 07.08.14 B EVANS 05.05.14 1 FOR CONSTRUCTION GFB DH DC 07.

2 07 Aug 14 05:01 p.m. B FAULKNER V BILLETT N P BRADSHAW 2 REVISED BASED ON GEOTECHNICAL INPUT BF DS B EVANS FOR CONSTRUCTION GFB DH DC G F-B Date DUNE ROUNDING DETAIL M2PP-23R-D-DWG N * Refer to Revision 1 for Signature RP 12/0.00 TO 23/5.00 STANDARD DETAILS M2PP-23R-D-DWG-8904.DWG

3 5 5 43R-81 MT MS MASSED MASSED - LOW MASSED - TREE ENRICHMENT MASSED - SWALE ASS - LOW ASS - SWALE ASS - ROUGH WP WETLAND RP RIPARIAN 1. REFER TO SCHEDULES (8211) 2. REFER TO STANDARD DETAILS (8900 SERIES)FOR DETAIL. 12 Nov 15 11:07 a.m. RP L 2 56R-81 A 2 56R-81 MS C 2 56R-83 MS C 1 56R-81 56R DWG 84 RP L 1 56R-81 CP L 2 56R-81 CV CV CV CV CV A 1 56R-81 A 1 56R-81 56R-81 DOUBLE OFFSET ROWS 5m APART TREES 5m CENTRES CYCLEWAY WALKWAY BRIDLEWAY A 1 56R-81 ALLOWANCE IN FOR ACCESS CP D 1 56R-81 CP A 1 56R-81 CP L 1 56R-81 CP G 1 56R-81 CP I 2 56R-81 CP J 2 56R-81 CP F 1 56R-81 PAETAWA DRAIN A 3 56R-81 NORTHBOUND SOUTHBOUND A 1 56R-81 CP B 1 56R-81 CP I 1 56R-81 CP J 1 56R-81 CP H 1 56R-81 CP E 1 56R-81 B 1 56R-81 MT C 1 56R-81 CP H 1 56R-81 OFFSET STORAGE AREA 13 ALLOWANCE FOR DRAINAGE MATERIALS B 2 56R-81 1 FOR CONSTRUCTION NAB DH SW :0 1:0 * Refer to Revision 1 for Signature 56R DWG 82 RP 12/0.00 TO 23/ PLAN SHEET 1 CV M2PP-56R-D-DWG-81 1 M2PP-56R-D-DWG-81.DWG

4 12 Nov 15 11:07 a.m. OFFSET STORAGE AREA 13 STRIP UNPLANTED (MULCH ONLY) 56R DWG 81 A 1 56R-82 CV CV 43R-81 MT MS MASSED MASSED - LOW MASSED - TREE ENRICHMENT MASSED - SWALE ASS - LOW ASS - SWALE ASS - ROUGH WP WETLAND RP RIPARIAN OVERHEAD WIRES CLEARZONE 1. REFER TO SCHEDULES (8211) 2. REFER TO STANDARD DETAILS (8900 SERIES)FOR DETAIL. 56R-82 MT C 1 56R-82 B 1 56R-82 PEKA PEKA LINK ROAD MT C 2 56R-82 MS A 2 56R-82 RP L 1 56R-82 RP L 2 56R-82 A 2 56R-82 OFFSET STORAGE AREA 13A 56R DWG 85 HADFIELD LINK LINK ROAD 1 FOR CONSTRUCTION NAB DH SW R DWG 83 1:0 1:0 * Refer to Revision 1 for Signature PLANT SHRUBS AND ASSES UNDER ELECTRICAL OVERHEAD WIRES MARKED AS ** ON SCHEDULE RP 12/0.00 TO 23/ PLAN SHEET 2 M2PP-56R-D-DWG-82 1 M2PP-56R-D-DWG-82.DWG

5 56R DWG Nov 15 11:07 a.m. MS C 1 56R-83 CV CV CV CV B 2 56R-83 CV CV CV CV STRIP UNPLANTED (MULCH ONLY) 56R-83 PEKA PEKA LINK ROAD 43R-81 MASSED MASSED - LOW MT MASSED - TREE ENRICHMENT MS MASSED - SWALE 1 FOR CONSTRUCTION NAB DH SW :0 1:0 * Refer to Revision 1 for Signature ASS - LOW ASS - SWALE ASS - ROUGH WP WETLAND RP RIPARIAN 1. REFER TO SCHEDULES (8211) 2. REFER TO STANDARD DETAILS (8900 SERIES)FOR DETAIL. RP 12/0.00 TO 23/ PLAN SHEET 3 M2PP-56R-D-DWG-83 1 M2PP-56R-D-DWG-83.DWG

SH1/OTAIHANGA ROAD ROUNDABOUT

Attachment 4 MacKays to Peka Peka (M2PP) Kāpiti Expressway SH1/OTAIHANGA ROAD ROUNDABOUT ROAD SAFETY AUDIT of the DETAIL DESIGN A REPORT PREPARED FOR NZ TRANSPORT AGENCY Hawke s Bay office: PO Box 28 208,