CITY OF NEW WESTMINSTER SECTION 00 91 13 · Door D005 Six each butt hinges - exterior quality. one each lockset complete with knobs inside and out - office function (to be confirmed)

CITY OF NEW WESTMINSTER SECTION 00 91 13.04 Westminster Pier Park ADDENDUM NO. 4 Landscape Contract

00911304_rev1_addendum 4.doc Page 1 of 13 09216tmw : Rev. 1 : 24-Nov-10

ADDENDUM NO. 4 November 24, 2010

This Addendum forms part of the Bid Documents and amends the original Contracting Requirements, Specifications, and Drawings, Addendum No. 1 issued on November 10, 2010, Addendum No. 2 issued on November 15, 2010, and Addendum No. 3 issued on November 18, 2010.

This Addendum consists of 14 pages, 24 pages of attachments, and six drawings.

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 10 - Table of Contents

A4-1 ADD the following:

10 14 10 Signage 4

SECTION 00 01 15 - List of Drawings

A4-2 DELETE Drawing Nos. 09216-00-CI-DLP-1041, Rev. C, 09216-00-AR-DSW-1059, Rev. D, 09216-00-AR-DSW-1060, Rev. D, 09216-00-AR-DSW-1061, Rev. D, 09216-00-AR-DSW-1062, Rev. D, and 09216-00-AR-DSQ-1094, Rev. D in their entirety and REPLACE with Drawing Nos. 09216-00-CI-DLP-1041, Rev. D, 09216-00-AR-DSW-1059, Rev. E, 09216-00-AR-DSW-1060, Rev. E, 09216-00-AR-DSW-1061, Rev. E, 09216-00-AR-DSW-1062, Rev. E, and 09216-00-AR-DSQ-1094, Rev. E.

SECTION 00 41 14 - Appendix to Bid Form - Stipulated Sum (Single-Prime Contract)

A4-3 DELETE Section 00 41 14 - Appendix to Bid Form - Stipulated Sum (Single-Prime Contract) in its entirety and REPLACE with the attached Section 00 41 14.

DIVISION 08 - OPENINGS

SECTION 08 71 00 - Door Hardware

A4-4 DELETE Clause 1.3 in its entirety and REPLACE with the following:

1.3 Cash Allowance

.1 No cash allowances shall be provided in the Bid price.

A4-5 ADD Clause 2.1.2 as follows:

.2 Approved Manufacturers:

.1 Use one manufacturer’s Product only for all similar items.

.2 Submit request for pre-approval for alternates.



.3 The following is a list of approved manufacturers:

.1 Butts: Stanley, Hager, McKinney

.2 Locks/Latches: Sargent 8200 series LNP lever

Schlage “L series”

.3 Closers: Norton 7500BF/8501BF series

LCN 4041/1461 series

All closers to meet all handicapped requirements

.4 Push/Pulls and Kickplates: Rockwood, Hager, Gallery

All flatware to be 1.5 mm, bevelled four sides, countersunk with stainless steel screws unless otherwise specified

All kickplates to undersized in width to suit all hardware, door, and frame clearances

.5 Stops/Holders: Rockwood, Hager, Gallery, Rixson

.6 Thresholds, Seals, Astragals, Door Bottoms: Pemko, KN Crowder, DraftSeal,

Anemostat

ULC fire/sound/smoke labels to be attached where required.

All door seals shall be fitted and adjusted to make continuous contact with door or floor.

Exterior thresholds shall be set in solid mastic and secured with counter sunk SS screws and metal shields every 300 mm.



A4-6 DELETE Clause 3.6.1 in its entirety and REPLACE as follows:

.1 The hardware schedule is as follows:

Set Door(s) Hardware

Hardware Set No. 1

Door D001 Hardware to be supplied by door Supplier. Locking and keying to be coordinated with building keying system.

Hardware Set No. 2

Doors D002 and 003

Three each butt hinges - exterior quality. One each lockset complete with knobs inside and out - office function (to be confirmed). One each deadbolt. Two each cylinder. One each closer. One each threshold. One set door seal. One each W/F stop. One each kickplate.

Hardware Set No. 3

Doors D004 and D006 (90 minute

FRR)

Three each butt hinges - exterior quality. One each lockset complete with knobs inside and out - office function (to be confirmed). One each deadbolt. Two each cylinder. One each closer. One each W/F stop. One each kickplate.

Hardware Set No. 4

Door D005 Six each butt hinges - exterior quality. one each lockset complete with knobs inside and out - office function (to be confirmed). One each deadbolt. Two each cylinder. One each closer. Two each flush bolts. One each strike. One each threshold. On set door seal. Two each W/F stop. Two each kickplate. One each astragal - full height.

Hardware Set No. 5

Doors D008, D010, and

D0012

Three each butt hinges - exterior quality. One each magnetic hold-open. One each magnetic lock. One each electric strike. One each lockset complete with lever handle inside and out - office function (to be confirmed). One each deadbolt. Two each cylinder. One each closer. One each threshold. On set door seal. One each kickplate.

Note: coordinate installation with security system supplier.



Set Door(s) Hardware

Hardware Set No. 6

Door D009 Three each butt hinges - exterior quality. One each magnetic hold-open. One each magnetic lock. One each electric strike. One each lockset complete with lever handle inside and out - office function (to be confirmed). One each deadbolt. Two each cylinder. One each closer.

Note: coordinate installation with security system supplier.

Hardware Set No. 7

Door D011 Three each butt hinges - exterior quality. One each lockset complete with knobs inside and out - office function (to be confirmed). One each deadbolt. Two each cylinder. One each closer. One each W/F stop. One each kickplate.

SECTION 09 65 10 - Resilient Flooring

A4-7 ADD the following as Clause 3.4.12:

.12 Install rubber base in all rooms not provided with other wall base materials.

SECTION 10 14 10 - Signage

A4-8 ADD the attached as Section 10 14 10 - Signage.

DRAWINGS

A4-9 DELETE Drawing Nos. 09216-00-CI-DLP-1041, Rev. C, 09216-00-AR-DSW-1059, Rev. D, 09216-00-AR-DSW-1060, Rev. D, 09216-00-AR-DSW-1061, Rev. D, 09216-00-AR-DSW-1062, Rev. D, and 09216-00-AR-DSQ-1094, Rev. D in their entirety and REPLACE with Drawing Nos. 09216-00-CI-DLP-1041, Rev. D, 09216-00-AR-DSW-1059, Rev. E, 09216-00-AR-DSW-1060, Rev. E, 09216-00-AR-DSW-1061, Rev. E, 09216-00-AR-DSW-1062, Rev. E, and 09216-00-AR-DSQ-1094, Rev. E.

Drawing No. 09216-00-AR-DSW-1102

A4-10 Refer to the south elevation, between Gridlines D and E at note describing exterior signage: DELETE reference to cash allowance.

Drawing No. 09216-00-AR-DSW-1106

A4-11 Detail 7, as revised in Addendum No. 3: ADD note that countertop is to be sloped 3 degrees toward wall.



CLARIFICATIONS

A4-12 Question: Is the western edge of the marine deck Gridline A from Gridlines 4 to 23? Do the transition slabs run continuously between Gridlines 4 and 23, x1 and x4 as shown on Drawing No. 1030?

Answer: The note on Drawing No. 09216-00-ST-DRD-1118 indicating that slabs that run along the western edge of the main wharf shall be 2,530 mm in length is in reference to slabs along Grindline 4, between Gridlines A and C.

Precast concrete transition slabs, or solid timber transition slabs at timber boardwalk locations, are required continuously between the edges of the offshore marine decks to be completed as part of the Marine Contract and the cast-in-place footings on shore to be completed as part of the Landscape Contract.

A4-13 Question: The 25 mm thick by 200 mm wide continuous embed plate sticks down and is not flush with the bottom of the precast panels. Is this what you want? A little more difficult for us to do but not impossible. What are the minimum lengths of the bolted steel bearing plates and embedded steel plates shown on Drawing No. 1119?

Answer: The intention of having the steel bearing plate extend below the underside of the precast concrete slabs is to prevent the underside concrete surface of a slab from bearing on the foundation following uneven settlement. The contractor can propose an alternate detail to achieve this objective and reduce fabrication costs.

The steel bearing plates are to be continuous with minimum lengths of 1,500 mm and 6 mm gaps between plates.

A4-14 Question: It looks like the precast panel is longer than the 2,300 mm because you eliminated the foam block. What is the bottom dimension now?

Answer: The overall length of the transition slabs shall be 2,525 mm with the exception that the transition slabs described in A4-12 shall have an overall length of 2,750 mm.

A4-15 Question: Can you provide a layout of the different sizes of upstands?

Answer: Upstand locations and layout are noted on the PWL materials and layout tender plans and referenced to PWL tender detail sheets. Clarification of each upstand/wall is noted below:

• Type 1 Wall on PWL Legend: noted on drawings as “W1” located as part of grand staircase at building. It is cheek wall of staircase. Refer to Sheets 1052 and 1057 of tender set.

• Type 2 Wall on PWL Legend: noted on drawings as “W2” located at 6th Street wharf either side of rectangular sod lawn area containing decorative piles. Refer to Sheets 1051 and 1056 of tender set.



• Type 3 Wall on PWL Legend: noted on drawings as “W3” located at play court. Refer to Sheets 1053 and 1058 of tender set.

• Type 4 Wall on PWL Legend: noted on drawings as “W4” located at play court south side. Refer to Sheets 1053 and 1058 of tender set.

• Type 5 Wall on PWL Legend: noted on drawings as “W5” located at main wharf south of building. Refer to Sheets 1052 and 1057 of tender set.

• Type 6 Wall on PWL Legend: noted on drawings as “W6” located at play area west of building. Refer to Sheets 1052 and 1057 of tender set.

• Type 7 Wall on PWL Legend: noted on drawings as “W7” located at play area west of building. Refer to Sheets 1052 and 1057 of tender set.

• “W8” wall noted on Sheet 1052 as part of custom seat decks on main wharf south of building. Refer to Sheets 1089 to 1093 for layout of walls.

• “W9” wall noted on Sheet 1053. This is a short length of retaining wall at northeast corner of festival lawn.

A4-16 Question: Can you confirm that M2K will be providing sub-grade to the designed sub-grade elevations?

Answer: M2K, the Marine Contractor, will be roughly grading the site upland of the shore protection to the elevations at the site prior to the start of the Marine Contract. In other words, the elevations of the site at the time that the Landscape Contractor will commence with the Work will be approximately the same as those provided on Reference Drawing No. 09216-00-MA-DLP-1001 and the Underhill survey drawing.

A4-17 Question: Will M2K provide the sub-grade preparation for the DeltaLok and SierraScape walls? Will they provide the sub-grade required to install the geogrid and structural aggregate or will we be required to excavate this portion of sub-grade?

Answer: M2K will not complete any preparatory work for the DeltaLok and SierraScape walls.

A4-18 Question: Can you provide drawings of the proposed sub-grade elevations that M2K is building to?

Answer: Revised landscape drawings with existing spot elevations, which M2K will be restoring the site to, are attached.

A4-19 Question: Are the transition slabs only required where the existing sheet pile meets the new precast pier slabs?

Answer: Transition slabs are required: along Gridline XA, between Gridlines X1 and X4; along Gridline 4, between Gridlines A and C; and along Gridline A, between Gridlines 4 and 23.



A4-20 Question: Can you provide an alternative detail for the transition slab that shows the connections of the precast transition slabs to the transition slab foundation? Can we see the connections running lengthwise along the sheet pile wall?

Answer: The transition slabs are not rigidly secured to the transition slab foundation. The transition slab bearing plates will rest on the transition slab foundation and will allow lateral movement in the event of uneven settlement or during a seismic event.

The widths of the precast concrete transition slabs have not been specified. Contractors are to determine the optimal widths of the slabs for fabrication and installation. Provide a 6 mm gap between slabs.

A4-21 Question: Can you provide a detail showing the steel plate connections at the asphalt crack locations?

Answer: A proposed repair detail was outlined in Item A1-28 of Addendum No. 1.

A4-22 Question: Is the shoreline fill, scour protection, and riprap shown on Drawing No. 1006 in our contract?

Answer: All work contained in Reference Drawing Nos. 1000 to 1031 shall be completed by the Marine Contractor, including shoreline fill, scour protection, and riprap shown on Drawing No. 1006.

A4-23 Question: Do the concrete upstands belong in Pay Item 8.1?

Answer: Yes.

A4-24 Question: Will you be providing a revised tender form indicating the additional and deleted pay items?

Answer: Section 00 41 14 - Appendix to Bid Form - Stipulated Sum (Single-Prime Contract) has been revised. See Item A4-3.

A4-25 Question: Please confirm the treatment for the cedar timbers in the specifications (heavy timber construction). ACA is no longer available.

Answer: Refer to Section 6.0 of the General Notes on Drawing No. 09216-00-ST-DRD-1110 for all timber material and treatment specifications. Cedar timbers shall be stained. All other timber shall be Douglas Fir and shall be given a ACZA salt preservative treatment.



A4-26 Question: Do the steel plates run the entire length of the asphalt cracks?

Answer: A large crack has developed at the east end of the site due to the separation of two structurally isolated structures. This area will require a continuous steel plate in order to support new asphalt topping repairs. All other asphalt cracks may be patched or sealed depending upon the manufacturer’s recommendations for the products proposed by the contractor.

A4-27 Question: Please confirm the timber specifications, i.e., quality of timber, pre-staining, and finish.

Answer: See Item A4-25.

A4-28 Question: What is the maximum slope requirement of the transition plate?

Answer: Delete the transition plate between the top of the ramp and the new marine deck on both the east and west pedestrian bridges, i.e., the transition ramp at one end of each bridge. Connections to the abutment at these locations shall be detailed to provide a maximum 6.4 mm (¹⁄4 in.) horizontal gap between the marine deck and the pedestrian bridge. Transition aprons are still required between the bottom of the pedestrian bridges and the existing marine decks and shall have a maximum slope of 1V:12H.

A4-29 Question: The BC Building Code requires that the handrails extend 300 mm beyond the transition apron for the pedestrian bridges. Does this apply here?

Answer: All handrails shall comply with the BC Building Code.

A4-30 Question: As there is no movement of the bridges, can plastic skids be used instead of castors?

Answer: As shown on Drawing No. 1122, the lower support for the pedestrian bridges shall include a UHMW (Ultra High Molecular Weight Polyethylene) slide bearing.

A4-31 Question: Will the mid height rail conflict with the non-climbable requirements of the BCBC?

Answer: Delete the mid height rail from the pedestrian bridges.

A4-32 Question: Is the mid height rail to be a disabled access handrail?

Answer: The mid height rail has been deleted. See Item A4-31.



A4-33 Question: Is the checker plate steel or aluminum? What is the thickness or what is the maximum deflection allowable due to fabrication?

Answer: The pedestrian bridges and aprons shall be aluminum. The bridges, including all components, shall be designed to meet the performance requirements as outlined on Drawing No. 1122. Components for the pedestrian bridge decks shall meet the deflection criteria as outlined in Item 8 of the performance requirements.

A4-34 Question: Will the customer require a copy of the weld inspection report for the pedestrian bridges?

Answer: Yes, per Section 05 14 00 - Structural Aluminum.

A4-35 Question: Are the pedestrian bridge connections to be designed for a total movement of 300 mm in one direction or 600 mm with 300 mm in opposite directions at opposite ends of each bridge?

Answer: The connection of the pedestrian bridges at the new marine deck is intended to be a pinned connection with no lateral movement permitted. The bridges and their connections to the existing marine deck shall be designed to accommodate a 300 mm seismic displacement in any direction.

A4-36 Question: What are the specifications for the asphaltic and sand grit coating for the walking surface for the pedestrian bridges?

Answer: The coating system for the aluminum checker plate for the pedestrian bridges shall be as follows:

.1 One coat of Bimagrip Urethane Non-Skid (RS Clare, Manufacturer) with Acraprime SP Polyurethane Primer. Dry Film Thickness: 10 sq. m/l. Resin: 2.3 kg/sq. m. Aggregate: 4 kg/sq. m to 6 kg/sq. m.

A4-37 Question: What is the surface requirement for the transition plates for the pedestrian bridges?

Answer: The pedestrian bridges shall be a checker plate with asphaltic and sand grit coating.

A4-38 Question: Is a wear edge required for the transition plates for the pedestrian bridges?

Answer: No.

A4-39 Question: Are there electrical drawings and details for the inside of the building to locate plugs, lights, etc.?

Answer: See Item A3-38 of Addendum No. 3.

A4-40 Question: Is there a detail sheet regarding outside lighting, poles, fixtures, LEDs?

Answer: See Item A3-38 of Addendum No. 3.



A4-41 Question: Is there a testing frequency for density for the sub-grade fills?

Answer: The Contractor shall perform the following quality control testing for compaction of fill:

.1 Existing Material at Bottom of Excavation: on test per 150 sq. m.

.2 Backfill: one test per 150 cu. m of each lift.

A4-42 Question: Is there a testing frequency for cast-in-place concrete flatwork, seats, curbs, and walls?

Answer: Testing frequency is outlined in Section 03 30 00 - Cast-In-Place Concrete, Clause 3.11.2.

A4-43 Question: On PWL Drawing No. 09216-00-AR-DSQ-1094, the note on Detail 4 regarding heights is obscured. Can you clarify?

Answer: Drawing No. 09216-00-AR-DSQ-1094 has been revised. See Item A4-2.

A4-44 Question: Is the fence along the north property line to be removed or stay in place?

Answer: The fence along the north property line is to remain with the exception of the chain-link fence along the property line adjacent the collapsed area of the existing deck. Sections of fence in this area are damaged; the fence shall be removed and replaced with new 1.2 m high chain-link fence.

A4-45 Question: Can you provide a cross-section detail for the DeltaLok wall shown on Drawing No. 1053? The wall appears to angle back towards the park. Can you clarify where the wall ends? At the east end?

Answer: A cross-section of the Deltalok wall is provided on Drawing No. 1120. A plan showing the Deltalok wall layout and elevation requirements are presented on Drawing No. 1125.

A4-46 Question: Can you provide details for the pole mounted receptacles with disconnect?

Answer: The contractor shall coordinate with the Ritorno lighting pole supplier to accommodate GFCI receptacles and associated transformers. Transformers are specified in Section 26 00 00 - Electrical - General Requirements, Clause 2.1.12. Wiring and junction boxes inside lighting poles must be waterproof.



A4-47 Question: Can you provide details for the outdoor pull boxes?

Answer: Outdoor pull boxes to be as follows:

• 1.2 m by 1.2 m BCH Service Vault for 15 kV high-voltage cabling.

• Concrete Brooks Service Boxes or similar to fit number of conduits for low-voltage cabling.

A4-48 Question: Do the Type 1 and Type 2 concrete upstands require any colour admixture?

Answer: Type 1 and Type 2 concrete upstands around the marine deck and SierraScape wall shall have Porcelain gray, L.M. Scofield chromix integral colour admixture.

A4-49 Question: Addendum No. 3 – Question A3-63 - there are no specifications for piles on Drawing No. ST-DRD-1111. Including height.

Answer: Drawing No. 09216-00-AR-DSQ-1094 has been revised to indicate pile lengths. See Item A4-2. Round timber piles shall be Douglas-Fir and be in accordance with CSA O56 for clean peeled piles with a butt size of 360 mm. Pile shall have a uniform taper between butt and tip. Treatment of piles shall be in accordance with Item A4-25.

A4-50 Question: Do all piles get a cap and bird deterrent? Specification on the cap?

Answer: All decorative piles to have a cap and bird deterrent. Pile cap to be fabricated out of spun aluminum as noted. Provide shop drawings as noted including the connection to the pile.

A4-51 Question: Addendum No. 3 - Question A3-72 - same question - we know there are existing grades at PL but some differ from the Underhill and none are shown on 1061. We need to calculate all land grades in relation to proposed and existing unless sub-grade cut/fills are by others as the answer to A3-60 suggests: the current contractor will leave the site roughly graded. If grading is under this contract and we start at Underhill grades, can they be shown on the proposed site grading plans?

Answer: Drawing No. 09216-00-AR-DSW-1061 has been revised. See Item A4-2.

A4-52 Question: Is the transition plate in addition to transition slabs in locations shown on the drawings or does it replace the slabs?

Answer: Transition plates are to be used in conjunction with transition slabs when the topping material is timber or concrete.



A4-53 Question: We found a couple of symbols for site items without a detail number, such as four bike racks found south of the building and east of the litter receptacle. Do we allow for all symbols found?

Answer: Yes.

A4-54 Question: What type of decking goes on the building roof? Each plan refers to another.

Answer: Decking for the building roof shall be similar to Detail 1 on Drawing No. 1121. Planks are to be 38 mm by 300 mm (S1S2E with rough side up) secured with two 64 mm long spiral nails. Sleepers are to be 38 mm by 89 mm, ripped and laminated to suit deck slope. The timber deck will be floating with no connection supporting structure.

A4-55 Question: Is there specifications for: drain rock under topsoil on decking; intermediate gravel layer for the lawn area; filter cloth?

Answer: Drain rock and filter cloth are specified in Section 33 46 16 - Sub Drainage. Intermediate gravel layer for festival lawn is specified in Section 32 91 13.19 - Growing Medium.

A4-56 Question: How many Item B metal photo panels are required? Do they go across all stairs and only have photo on one listed? There is only a section on the east steps so we cannot determine the amount on west set of steps.

Answer: 11 Item B metal photo panels are required; note that no B panels have digital photographs applied. Metal panels do not go across all stairs, only what is shown on the drawings. There are only six panels that have digital photographs applied. The west side steps does not have any metal panels, only reveals that allow for future metal panels this is why there is no elevation drawing.

A4-57 Question: Is line painting required for the basketball court?

Answer: Yes, keys painted to NBA regulation dimensions are required.

A4-58 Question: For the asphalt resurfacing, does it encompass the entire pier deck? Do you have a detail of the surface coat to be applied?

Answer: The bid documents do not call for complete asphalt resurfacing of the portion of the existing timber framed pier deck that will remain. As noted on Drawing No. 09216-00-ST-DRD-1124, “the general intent of the improvements to the existing wharf are to provide a flat and continuous asphalt surface free of cracks, depressions, tripping hazards, and debris.” Existing asphalt that can be repaired with the sealing of cracks and patching of holes can remain in place. The Contractor shall propose an asphalt sealer to be approved by the Consultant.



A4-59 Question: What type of material and required depth are to be placed beneath the concession/washroom building’s slab-on-grade?

Answer: The base layer for the concession and washroom building shall consist of a minimum 500 mm thickness of approved clean granular engineered fill. This material shall consist of well-graded 38 mm minus sand and gravel containing less than 5% passing the No. 200 US sieve size or approved equivalent.

A4-60 Question: Are all the steel casings beneath the railway crossings existing?

Answer: No. The only existing steel casing being utilized is indicated on the west pipeline track crossing on Drawing No. 09216-00-CI-DLP-1044.

A4-61 Question: If M2K is providing the finished sub-grade for the site, what structural fill items are required in Item 3.2? Is Item 3.2 for the fill required for the deltalok walls only?

Answer: See Item A4-16. The Landscape Contractor shall raise the elevation of the site from the existing elevation to satisfy the finished grades indicated on Drawing Nos. 1059 to 1062 using structural fill.

*** END OF ADDENDUM NO. 4 ***

CITY OF NEW WESTMINSTER SECTION 00 41 14 Westminster Pier Park APPENDIX TO BID FORM - STIPULATED SUM Landscape Contract (SINGLE-PRIME CONTRACT)

BID - REV. 2 Page 1 of 19 09216tmw/24-Nov-10

Project Title: Westminster Pier Park Construction - Phase 1 Project Hard and Soft Landscaping and Service Building Works

Location: Front Street and 6th Street, New Westminster, BC

Owner: City of New Westminster 511 Royal Avenue New Westminster, BC V3L 1H9

Submitted by: of

In accordance with the Instructions to Bidders and the Bid Form, the information provided in this Appendix shall be considered an integral part of the Bid.

1 LIST OF BID DOCUMENTS

The following is the list or description of the Bid Documents referred to in the Bid for the above named Project.

Section Number Number Title of Pages

DIVISION 00 - Procurement and Contracting Requirements

00 01 10 Table of Contents 5 00 01 15 List of Drawing Sheets 5 00 21 13 Instructions to Bidders 12 00 41 13 Bid Form - Stipulated Sum (Single-Prime Contract) 3 00 41 14 Appendix to Bid Form - Stipulated Sum (Single-Prime Contract) 20 00 52 13 Agreement Form - Stipulated Sum (Single-Prime Contract) 1 - 5 00 71 13 Definitions - Stipulated Sum (Single-Prime Contract) 6 - 7 00 72 13 General Conditions - Stipulated Sum (Single-Prime Contract) 8 - 30 00 73 00 Supplementary Conditions 3




DIVISION 01 - General Requirements

01 11 00 Summary of Work 12 01 29 13 Measurement and Payment 9 01 31 13 Project Coordination 5 01 31 19 Project Meetings 4 01 33 00 Submittal Procedures 6 01 33 20 Shop Drawings, Product Data, Material Testing, and Samples 6 01 35 43 Environmental Procedures 6 01 41 00 Regulatory Requirements 4 01 45 00 Quality Control 4 01 52 00 Construction Facilities 9 01 60 10 Materials and Equipment 6 01 71 23 Field Engineering 4 01 77 00 Closeout Procedures 4

DIVISION 02 - Existing Conditions

02 41 00 Demolition 4

DIVISION 03 - Concrete

03 11 00 Concrete Forming 8 03 20 00 Concrete Reinforcing 5 03 30 00 Cast-in-Place Concrete 11 03 33 00 Architectural Concrete 9 03 35 00 Concrete Finishing 6 03 35 10 Sandblasting 5 03 40 00 Precast Concrete 7 03 60 00 Grouting 4

DIVISION 05 - Metals

05 12 23 Structural Steel 5 05 14 00 Structural Aluminum 6 05 70 00 Miscellaneous Metal 8

DIVISION 06 - Wood, Plastics, and Composites

06 10 00 Rough Carpentry 5 06 13 00 Heavy Timber Construction 5 06 61 16 Solid Surfacing Fabrications 7




DIVISION 07 - Thermal and Moisture Protection

07 13 00 Sheet Membrane Waterproofing 8 07 16 16 Crystalline Waterproofing 6 07 21 19 Foamed-in-Place Insulation 6 07 27 00 Membrane Flashing 6 07 52 11 SBS Modified Bitumen Roof Membrane 9 07 62 00 Sheet Metal Flashing and Trim 6 07 84 00 Firestopping 7 07 92 00 Joint Sealing 7

DIVISION 08 - Openings

08 11 13 Metal Doors and Frames 9 08 33 13 Coiling Counter Doors 5 08 41 13 Aluminum Framed Entrances and Storefronts 10 08 43 29 Aluminum Framed Single Track Sliding System 7 08 71 00 Door Hardware 7 08 80 50 Glass and Glazing 8

DIVISION 09 - Finishes

09 21 16 Gypsum Board Assemblies 8 09 22 16 Metal Stud Framing 7 09 30 00 Tiling 6 09 65 10 Resilient Flooring 7 09 91 10 Painting 10

DIVISION 10 - Specialties

10 14 10 Signage 4 10 21 12 Solid Colour Reinforced Composite Toilet Compartments 8 10 28 14 Toilet and Bath Accessories 6 10 99 00 Miscellaneous Specialties 4

DIVISION 21 - Fire Suppression

21 05 01 Common Work Results for Mechanical 6 21 05 05 Common Work Results for Fire Suppression 6 21 07 19 Thermal Insulation for Piping 9 21 13 16 Dry Sprinkler Systems 8




DIVISION 22 - Plumbing

22 05 00 Common Work Results for Plumbing 6 22 11 16 Domestic Water Piping 8 22 13 17 Drainage Waste and Vent Piping - Cast Iron and Copper 5 22 13 18 Drainage Waste and Piping - Plastic 4 22 30 05 Domestic Water Heaters 4 22 42 01 Plumbing Specialties and Accessories 11

DIVISION 23 - Heating, Venting, and Air Conditioning

23 05 00 Common Work Results for HVAC 6 23 05 05 Installation of Pipework 7 23 05 29 Hangers and Supports for HVAC Piping and Equipment 9 23 05 48 Vibration and Seismic Controls for HVAC Piping and Equipment 8 23 05 53.01 Mechanical Identification 9 23 05 93 Testing, Adjusting, and Balancing for HVAC 6 23 07 13 Duct Installation 8 23 31 13.01 Metal Ducts - Low Pressure to 500 Pa 7 23 33 00 Air Duct Accessories 7 23 34 00 HVAC Fans 6

DIVISION 25 - Integrated Automation

25 00 00 Controls - Electrical 6

DIVISION 26 - Electrical

26 00 00 Electrical - General Requirements 25

DIVISION 31 - Earthwork

31 22 13 Rough Grading 6 31 23 00 Excavation and Backfilling 9




DIVISION 32 - Exterior Improvements

32 13 13 Cast-in-Place Concrete Pavement 13 32 15 40.05 Crushed Granite Granular Paving and Play Sand 6 32 31 13 Chain Link Fences and Gates 7 32 32 34 Mechanically Stabilized Earthen Retaining Walls 13 32 80 00 Irrigation 18 32 91 13.19 Growing Medium Preparation and Placement 11 32 91 13.23 Growing Medium Preparation and Placement - Structural Soil 8 32 92 13 Hydro-Mulching 7 32 92 23 Sodding 8 32 93 10 Plants and Planting 14

DIVISION 33 - Utilities

33 46 16 Sub-Drainage 9

DIVISION 44 - Pollution Control Equipment

44 05 00 Common Work Results for Process Equipment 7 44 08 00 Commissioning of Process Equipment 6 44 61 00 Process Equipment 4

DRAWINGS

Drawing Number Title Revision

See Section 00 01 15 - List of Drawing Sheets

APPENDICES

Appendix 1 Geotechnical Information Appendix 2 FREMP Letter of Advice Appendix 3 Water Act Authorization Appendix 4 Western Economic Diversification Canada Appendix 5 West Coast Electric Ltd. Service/Distribution Kiosk Appendix 6 MCR Parks Management System Pricing Proposal



2 SCHEDULE OF VALUES

The following are our prices for the Work listed hereunder. The prices listed apply to performing the Work in accordance with the Specifications and Contract Documents for the duration of the Contract. Prices are all-inclusive.

The following are the prices in Canadian dollars, payable to the Owner for the cost of Work as outlined on the Drawings and in accordance with the Specifications and Contract Documents.

Application for payment shall be submitted on a form approved by the Owner.

Item Description Price

1 Mobilization/Demobilization

1.1 Mobilization

1.2 Demobilization

2 Survey and As-Builts

2.1 Baseline Survey

2.2 Construction and As-Built Surveys

3 Earthworks

3.1 General Sub-Grade Fill (Landscape Berming)

3.2 Structural Fill

3.3 Deltalok Retaining Wall Along Property Line

3.4 Sierra Scape Retaining Wall Along Shoreline (Includes Crushed Rock and 3 in. Minus Backfill)

3.5 Transition Slabs Between the Shore and Marine Decks

4 Growing Medium/Mulch

4.1 Imported Growing Medium - Festival Lawn

4.2 Imported Growing Medium - Planting Areas

4.3 Imported Growing Medium - Grass Areas

4.4 Imported - Structural Growing Medium

4.5 Imported - Composted Bark Mulch

5 Planting

5.1 Sod Lawn

5.2 Caliper Trees

5.3 Trees

5.4 Pot Plants

5.5 Hydroseeding Deltalok Wall




6 Site Furniture

6.1 Backed Bancal Benches by Landscape Forms

6.2 Litter and Recycling Receptacle Custom Enclosures

6.3 Ring Bike Racks by Landscape Forms

6.4 Bollards

6.5 Custom Hinge Loungers

6.6 Timber Custom Seat Decks, Includes Metal Brackets

6.7 Picnic Tables

7 Hard Landscaping and Paving Steps

7.1 Timber Boardwalk (Decking and Sleepers)

7.2 Coloured Cast-in-Place Sandblast Finish Concrete Pavement, Score Joints, Includes Granular Base

7.3 Coloured Cast-in-Place Sandblast Finish Concrete Stairs, Includes Granular Base

7.4 Coloured Cast-in-Place Sandblast Finish Seat Steps Includes Reinforcing, Inserts, Block Outs, Reveals, Crushed Granular Base and Grafitti Coating

7.5 Compacted Crushed Stone Paving, Includes Granular Base and Plastic Edging

8 Landscape Walls

8.1 Coloured Cast-in-Place Sandblast Concrete Wall Includes Reinforcing, Inserts, Block Outs, Reveals, Crushed Stone Base, Drainage and Grafitti Coating

8.2 150 mm Wide - Coloured Cast-in-Place Sandblast Concrete Curb Includes Reinforcing, Crushed Granular Base and Grafitti Coating

8.3 200 mm Wide - Coloured Cast-in-Place Sandblast Concrete Curb Includes Reinforcing, Crushed Granular Base and Grafitti Coating

9 Guardrails and Handrails

9.1 1.2 m ht. Chain-Link, Includes Concrete Footings



9.4 Custom Metal Guardrail at Water's Edge

9.5 Barrier Rail at Top of Seat Steps

9.6 Handrails at Steps

9.7 Timber Bullrails

10 Irrigation

10.1 Automatic Irrigation System




11 Miscellaneous Landscape Items

11.1 Play Structure - Type 1

11.2 Play Structure - Type 2

11.3 Swing Set

11.4 Fibar Play Surfacing, Includes Subsurface Drainage

11.5 Landscape Boulders, Includes Crushed Stone Base

11.6 Decorative Timber Pile and Metal Collar

11.7 Basketball Hoops

11.8 Play Sand

11.9 Weathering Steel Time Line Band

11.10 Metal Panels With Digital Image

11.11 Weathering Steel Entry Sign on Concrete Wall

11.12 Custom Play Elements on Timber Piles

11.13 Drinking Fountain

11.14 Rough Log Accent Pieces, Includes Concrete Base

11.15 Wood Stumps, Includes Concrete Base

11.16 Galvanized Metal Transition Plate

11.17 Galvanized Metal Paving Band at Plaza

11.18 Metal Planter Edge

11.19 Trench Drain Grate, Includes Frame

11.20 Wind Socks and Mounting Brackets

11.21 Hose Bibs, Includes Access Box

11.22 Grey Water Access Cover

11.23 Electrical and Irrigation Controller Kiosk

11.24 Drain Rock Over Precast Deck, 75 mm

11.25 Intermediate Gravel Layer at Festival Lawn 50 mm

11.26 Drain Mat Under Concrete Paving on Precast Deck

11.27 Graphic Banner, Includes Applied Graphic

11.28 River Rock




12 Buildings and Structures

12.1 Concession and Washroom Building, Including Internal Building Mechanical and Electrical Systems

12.2 Lytton Square Timber Structure, Not Including Aluminum and Glass Shade Structure

12.3 Aluminum and Glass Shade Structure Under Timber Frame

12.4 Aluminum Pedestrian Bridge at 6th Street Pier

12.5 Aluminum Pedestrian Bridge at 4th Street Pier

12.6 Modifications to Existing Deck Timber Deck Structure to Accommodate Bridges

13 Lighting/Electrical

13.1 Power

13.2 Lighting

13.3 Distribution Panels, Breakers and Junction Boxes

14 Civil

14.1 Site Drainage

14.2 Watermains

14.3 Sanitary

14.4 Perforated Drainage

14.5 Crossings Under Railway at 4th Street

14.6 Crossings Under Railway at 6th Street

15 Repairs to Existing Deck East of the 4th Street Pier

15.1 Repairs to Existing Deck East of the 4th Street Pier

15.2 Unit Cost for Deck Drains (Do Not Include in Total Cost)

TOTAL (EXCLUDING HST)



3 DECLARATION OF EQUIPMENT AND SCHEDULE OF RENTAL RATES

The following rates for Contractor-owned and/or rented equipment shall be used to evaluate the cost of authorized changes in the Work not covered by the Schedule of Values or the Schedule of Additional Unit Rates for Additions and Deletions.

These rates are all-inclusive and firm for the duration of the Work, including without limitation; fuel, lubrication, service, maintenance, depreciation, mobilization and demobilization, Contractor’s overhead and profit. Daily rates are for eight hour days, and weekly rates are for 40 hour weeks, in each case exclusive of start-up and shutdown time which shall be at no cost. Rates are exclusive of operator. The Contractor shall not charge for standby or for premium time on equipment.

It is acknowledged by the Contractor that if any portion of an hour is spent in performing the Work on a force account basis, a pro rata portion of the force account rate shall only be charged.

Item Description Make/Model/Year Hourly Daily Owned/Rented



4 SCHEDULE OF LABOUR RATES

The following hourly labour rates shall be used to evaluate the cost of authorized changes in the Work where it is impractical to fix the price in the order.

Hourly labour rates include holiday pay, insurance, fringe benefits, travel allowance, small tools (with a new unit cost of $500 or less), and Contractor’s overhead and profit. The hourly labour rates shall exclude HST.

The list below includes all labour categories intended to be employed in the Work.

Labour Category Regular Hourly Rate Overtime Hourly Rate

Hourly labour rates shall be firm for the duration of the Contract. Overtime labour rates will be charged for hours in excess of ____ hours per day per person ____ hours per week per person or as described below:



5 SCHEDULE OF PERCENTAGE FEES FOR CHANGES IN THE WORK

The following percentage fees covering Contractor's overhead and profit shall be used to evaluate the cost of authorized changes in the Work not covered by the Schedule of Unit Prices for Additions and Deletions. Mark-ups apply to invoiced amounts exclusive of HST.

Mark-Up on Products ___% Mark-Up on Subcontractor Billings ___%

6 LIST OF SUBCONTRACTORS AND MAJOR SUPPLIERS

The following are Subcontractors proposed by the Contractor for the duration of Work.

Contractors shall describe all significant Suppliers and Subcontractors to be utilized in the performance of the Work and identify where major components are being manufactured. Describe Supplier and Subcontractors’ relationship to the Contractor (i.e., partial ownership, subsidiary to, etc.). Contractor shall note the expiry date of all relevant trade agreements within the Project duration.

Item of Work Name and Address of Subcontractor/Supplier

Include all applicable Subcontractor rates in Declaration of Equipment and Schedule of Rental Rates and Schedule of Labour Rates.



7 ADJUSTMENTS TO CONTRACT PRICE

7.1 The Contractor further offers to carry out any changes to the work authorized by the City and to be compensated as provided in the General Conditions.

8 NOTICE OF AWARD

8.1 If the Owner delivers a written notice (“Notice of Award”) by which the owner accepts our tender we will within seven days of receipt of the notice deliver to the owner:

a) A Performance Bond and a Labour and Material Payment Bond, each in the amount of 50% of the Contract Price, issued by a surety licensed to carry on the business of suretyship in the province of British Columbia, and in a form acceptable to the Owner.

b) A Construction Schedule.

c) A “clearance letter” indicating that the Bidder is in WorkSafeBC compliance.

d) A copy of the insurance policies indicating that all such insurance coverage is in place.

e) Within seven days of receipt of written “Notice to Proceed’, or such longer time as may be otherwise specified in the Notice to Proceed, commence the Work, and sign the Contract Documents.

9 SCHEDULE

9.1 The Contractor offers to commence the Work and to achieve substantial performance of the Work in a manner acceptable to the City by October 30, 2011.

9.2 Failure to commence or complete the Work within the time stated may result in cancellation of the contract and completion of the Work by others.



10 ADDENDA

10.1 Any addenda issued by the City shall become part of the Bid Documents.

10.2 The Contractor acknowledges receipt of the following addenda and confirms that the Bid has been prepared in accordance therewith:

Addendum No. Dated No. of Pages

11 CONTRACTOR NUMBERS

11.1 Contractor's WorkSafeBC Firm Number is ___________.

11.2 Contractor's City of New Westminster Business License Number is _________ (to be obtained before contract award).



12 FIRM EXPERIENCE AND QUALIFICATIONS

12.1 Provide a statement describing the nature and type of organization (partnership, corporation, and/or joint venture).

12.2 If you are a partnership or joint venture or other collaboration:

.1 Identify each partner or joint venture.

.2 Describe the role of each partner or joint venture.

.3 Provide details of how long the parties have operated as partners or joint ventures.

12.3 If you are a partnership or joint venture formed for the purpose of this Bid, please respond to the various enquiries below separately for each partner or joint venture.

12.4 Describe your firm’s experience in performing landscaping construction projects, with particular reference to Projects similar to the Westminster Park in terms of size, scope, and magnitude and your firm’s Project experience using equipment similar to that to be used for this Work. Include:

.1 Project description - size, scope, and equipment used.

.2 Method of delivery (contract type).

.3 Contract value.

.4 Key personnel, to include the proposed Project Manager and Superintendent (see Key Personnel and Resumes).

.5 Consultant reference.

.6 Owner reference.

References where current contact information is not provided may, at the Owner’s discretion, be ignored.

12.5 Provide a record of your firm’s involvement in claims or disputes in the last five years advising of any claims or disputes arising prior to the completion of a Project, the nature of the claim, whether it was claim made by or against you, and advise how the claim was resolved. If the claims or disputes are not yet resolved, indicate the status.

12.6 Provide any experience you have had in the past five years involving arbitration, mediation, and litigation.

12.7 Advise whether any Owner or Contractor has ever called on your performance bond.



13 REFERENCES

13.1 NOTE: Failure To Complete This Section May Result In Disqualification

13.2 Bidders shall provide sources for three references (companies for whom work of a similar nature was done in the past two years, including the City of New Westminster).

.1 Company Name:

Contact Person: Phone:

Nature of Contract:

Project Date: Approximate Value:

.2 Company Name:


Nature of Contract:


.3 Company Name:


Nature of Contract:




14 KEY PERSONNEL AND RESUMES

Proponent shall identify the key personnel to be utilized for the Work. As a minimum, please complete forms for the proposed Project Manager and Superintendent. Attach resumes.

Name:

Position:

Education:

Professional or Other Qualifications:

Employment History (5 Years):

Work Experience:

Project Position Owner and Consultant Reference

(Include Name and Contact Telephone No.)

NOTE: Please use additional pages if necessary.



15 TECHNICAL SUBMISSIONS

The following technical submissions are required and submitted herewith (see attached):

15.1 Describe total methodology, including but not limited to:

• Overall detailed approach and methodology to ensure that the City of New Westminster’s objectives of cost, schedule and quality are achieved. It is expected that the methodology will demonstrate a full and proper understanding of the Project, the extremely tight timelines, and all of its various elements.

• Approach to identify and mitigate construction schedule delays, to include measures that will be taken to get back onto and maintain schedule.

• Management and coordination of Suppliers and Subcontractors.

15.2 Provide a detailed Construction Schedule, inclusive of the milestone dates contained within this document and a statement that the Bidder will provide resources and equipment in order to mountain the schedule.

15.3 Safety Manual/Program.

15.4 Requirements at Site regarding installation, including but not limited to construction trailer, equipment laydown area, access to Site, water, sewer, sanitary, electricity, air, light, ventilation.

15.5 Provide evidence of registration with WorkSafe BC as well as statistical and experience rates assessment.

15.6 QC Program.



16 FINANCIAL INFORMATION

16.1 Provide a statement of your firm’s value of volume of work performed as follows:

.1 Current calendar year.

.2 Each of the previous five years.

16.2 Provide your firm’s total bonding capacity and advise how much of that bonding capacity is presently available.

16.3 Advise how long you have been bonded by your present bonding company.

17 ACCEPTANCE

17.1 The City will confirm Acceptance of this offer by the issuance of a written Notice of Award.

*** END OF SECTION ***

CITY OF NEW WESTMINSTER SECTION 10 14 10 Westminster Pier Park SIGNAGE Landscape Contract

BID - REV. 0 Page ii 09216tmw/24-Nov-10

Table of Contents

1 GENERAL ............................................................................................................................... 1

1.1 Section Includes ............................................................................................................ 1

1.2 References .................................................................................................................... 1

1.3 Submittals ...................................................................................................................... 1

1.4 Quality Assurance ......................................................................................................... 1

1.5 Regulatory Requirements ............................................................................................. 1

1.6 Delivery, Storage, and Protection ................................................................................. 1

2 PRODUCTS ............................................................................................................................ 1

2.1 Exterior Signage ............................................................................................................ 1

3 EXECUTION ............................................................................................................................ 2

3.1 Examination ................................................................................................................... 2

3.2 Installation ..................................................................................................................... 2



1 GENERAL

1.1 Section Includes

.1 Exterior signage.

1.2 References

.1 Applicable Building Code - Accessibility Guidelines and Fire Safety Plan Guidelines.

1.3 Submittals

.1 Section 01 33 00 - Submission Procedures.

.2 Shop Drawings: indicate sign styles, lettering font, foreground and background colours, locations, overall dimensions of each sign.

.3 Samples: submit two sample signs, illustrating type, style, letter font, and colours specified; method of attachment.

.4 Installation Data: manufacturer's special installation requirements. Include installation template and attachment devices.

1.4 Quality Assurance

.1 Manufacturer Qualifications: company specializing in manufacturing the Products specified in this section with minimum three years documented experience.

1.5 Regulatory Requirements

.1 Conform to applicable code for requirements for the physically handicapped.

1.6 Delivery, Storage, and Protection

.1 Section 01 61 00: transport, handle, store, and protect Products.

.2 Package signs, labelled in name groups.

.3 Store adhesive attachment tape at ambient room temperatures.

2 PRODUCTS

2.1 Exterior Signage

.1 Building Sign - Channel Letters - Face: ³ ⁄16 in. white plexi faces complete with 3M 7725-120 Satin Aluminum Opaque Vinyl (PMS 877C) or Ptd Satin Silver (T.B.D.), 3 in. deep satin silver Let-r-Edge Returns. ³⁄16 in. clear plexi letter backs.



.2 Washroom Sign: ¹ ⁄8 in. thick milled aluminum panel complete with cut-out international washroom symbols (male, female, wheelchair). Red metallic powder coat finish to match perforated metal panels.

.3 Mounting: mounted face of concrete wall with stand-offs.

3 EXECUTION

3.1 Examination

.1 Section 01 70 00: verify existing conditions before starting Work.

.2 Verify that substrate surfaces are ready to receive Work.

3.2 Installation

.1 Install signage to manufacturer instructions.

.2 Install signs after doors and surfaces are finished, in locations indicated.

*** END OF SECTION ***

4.75

5.0

4.5

4.54.75

W 150 ØW 150 Ø

W 150 Ø

D D D

D

D

D

W

1

5

0

Ø

W 150 Ø

W 150 Ø

D

FRASERRIVER

BOARDWALK

3.34

4.05

(3.98

)

4.07

4.05

4.10

3.32

(4.42

)

3.44

(4.46

) 3.39 3.3

83.3

7

3.37

3.32

3.38

3.30 3.2

9

3.27

3.47

(4.35

)

3.34

(3.26

)

3.30

(4.40

)

3.29

4.13

(4.05

)

3.79

(4.67

)

1.30

1.09 1.0

5

0.82 0.6

3 0.91

0.55

0.80

0.87

2.64

2.40

2.342.3

1

2.43

2.67 2.3

10.6

0

0.75

0.980.1

9

0.33 0.3

9

(3.74

)

(3.75

)(3

.71)

(3.68

)

(3.67

) (3.70

)

(3.70

)

(3.72

)

(3.71

) (3.75

)

(3.75

)

(3.78

)

(3.73

)

(3.77

)

(3.70

)

(3.72

)

(3.72

)

(3.72

)

(3.74

)

(3.74

)

(3.76

)

(3.75

)

(3.73

)

(3.72)

(3.68

)

(3.75

)

(3.74

)

(3.70)

(3.70

) (3.68)

(3.68

)

(3.69

)

(3.68

)

(3.72

)

(3.72

)

(3.69

)

(3.68)

(3.66

)

(3.67

)

(3.66

)

(3.65

)

(3.64

)

(3.65

)

(3.64

)

(3.64

)W

3.50

4.02

3.50

3.85

4.09

4.404.2

2

3.60

3.60

3.52

3.39

3.39

3.50

3.59

3.12

3.65

3.43

3.37

3.40

3.44

3.40 3.2

83.5

33.1

83.1

23.1

4

2.63

2.94

3.03

3.07

3.11

3.27

3.65

3.60

3.35

W 3.56

3.63

3.58

3.33

3.34

3.52

3.43

3.44

3.30

3.44

3.36

3.40

3.48

3.363.4

33.2

43.2

2

3.443.5

5

3.65

3.51

3.70

3.83

3.73

3.66

3.68 3.7

0

3.79

4.00

3.24

3.24

3.83

4.03

3.53

3.21

3.493.58

4.22

3.48

3.46

3.89

3.77

3.86

3.703.6

7

3.69 3.72

3.66

3.673.6

9

3.70

3.61

3.61

3.58

3.53

3.27

3.41

4.26t

op4.2

9top

4.28 4.1

83.9

0

3.52

3.46

3.46

4.23

3.26

3.38

4.30t

op

4.28t

opNO ENCROACHME NT ZONE

NO ENCROACHME NT ZONE

5.75

5.5

4.75

5.0 5.

25

5.5 5.

75

6.0

4.75

5.00

5.25

5.5

5.75

6.00

4.75

5.0

4.5

4.54.75

6.00

EL 4.4

EL 4.4

EL 4.46

EL 4.46

EL 4.46

EL 4.4

EL 4.4

EL 4.46

EL 4.4

EL 4.4

EL 4.46

MAX 4.96 VARIES

EL 4.46EL 4.4

2%

2%

2%

EL 4.46

EL 4.55

EL 4.4

EL 5.09

EL 5.59

EL 4.46 EL 4.4

EL 4.64

EL 4.59

EL 4.58

EL 5.66

EL 5.31

EL 4.57

EL 4.46 EL 4.4

TW 5 TW 5.25 TW 6TW 6

TW 6.5

EX 4.28

EX 3.21

EX 4.16

EL 4.52

EX 3.48

EX 3.46

EX 3.42

EX 3.42

EX 3.43

EX 3.58

EX 3.63

2%

2%

8%

2%

2%

2%

2%

25%

25%

33%

TW 4.75 TW 5.5

TW 5.34

TW 4.65

HP 5.2

EL 4.7

HP 5

LB4.45

2%

3%

2.5%

EL 4.55EL 4.55 EL 4.55 EL 4.55 EL 4.55EL 4.55

EL 4.56 EL 4.59

EL 4.61

EL 4.65

EL 4.58

EL 4.55 EL 4.55

EL 4.59

EL 4.57

EL 4.55

2%

BW 4.34

BW 3.25

TW 4.75

MA

TCH

LIN

E

DRAFT CHK REF DRAWING No REFERENCE DRAWING TITLEREV DATE REVISION DESCRIPTION DRAWN CUSTOMERDESIGNED APPROVEDENG CHK

SCALED SHEET CUSTOMER

DRG No REV

ENGINEERING AND PERMIT STAMPS (As Required)

VERS

ION:

WPC

-D20

09-1

(DD-MM-YY) E"This drawing is prepared solely for the use of the contractual customer of

WorleyParsons Canada Ltd. and WorleyParsons Canada Ltd. assumes no liability toany other party for any representations contained in this drawing."

A 04/06/10 ISSUED FOR 50% CONSTRUCTION NM PL - - BH NW - -

1:200

NORTH

07/12/10 ISSUED FOR 75% CONSTRUCTION NM PL BH NWB

08/13/10 ISSUED FOR 90% CONSTRUCTION NM PL BH NWC

10/28/10 ISSUED FOR TENDER NM PL BH NWD

11/18/10 ISSUED FOR ADDENDUM #3 NM PL BH NWE

WPC

-D20

09-1

09216-00-AR-DSW-1059

GRADING ANDDRAINAGE

KEY PLAN

3.30

(4.40

)

3.29

3.40

(4.31

)

3.27

(3.97

)

3.45 3.4

73.4

9

3.50

3.753.7

4

(4.95

)

3.79(4

.98)

3.59

(4.59

)

3.68

(4.78

)

3.60

3.55

3.56

3.59

3.61

3.57

(4.65

)

3.60

3.58

3.57

3.65

3.68

(4.90

)

3.59

(4.38

)

3.60

(4.33

)3.6

1

(4.53

)

3.49

3.51

3.483.4

7

4.62

0.33 0.3

9 0.39

0.42 0.4

20.5

61.7

3

3.29 2.7

7

(3.80

)

(3.80

)

(3.85

)

(3.87

)

(3.88

)

(3.88

)

4.02

3.91

3.81

3.79

3.76

3.75

3.75

3.69

3.78

3.74

3.84

3.96

3.95

3.86

3.76 3.8

23.8

3

3.93

(3.78

)

(3.78

) (3.79

)

(3.79

)

(3.83

)

(3.83

)(3

.88)

(3.87)(3

.87)

(3.87

)

(3.92

)

(3.93

)

(3.95

)

(3.96

)(3

.91)

(3.87

)

(3.87

)

(3.90

)

(3.91

)

(3.88

)

(3.86

)

(3.80

)

(3.80

)

(3.84

)(3.83

)

(3.86)

(3.87

)

(3.90

)

(3.90

)

(3.90

)

(3.87

)

(3.73

)

(3.77

)

16.93

4.60

3.74

3.71

3.65

3.46

3.46

3.48

3.70

3.73

3.73

3.71

3.74

3.72

3.68

3.634.86

3.57

3.55

3.74

3.11

3.27

3.25

3.24

3.31

3.29

3.29

3.46

3.38

3.55 3.2

2

3.48

3.58

3.80

3.78

3.49

3.42

3.58

3.65

3.60

3.35

W 3.56

3.63

16.86

8 TYP1

8 TYP

1.751.575

3

1.51.5

1.51.5

1.515

3

1.5

U PC SA

7

8

OU

TU

PC

SA7

7

7

8

LG

8

OU

T

8

9O

UT

OU

T

9

9R

C

9R

C

9RC

9RC

UP

CSA

5.5 5.25

5.25

5.0

4.75

5.00

5.25

5.5

5.5 5.

75

6.0 6.

25

6.5 6.

75

7.0 7.

25

7.5 7.

75

7.57.25

7.06.75

6.56.25

6.00

4.6

TS 7.78

TS 7.78

AD 6.98AD 6.98

AD 5.87AD 5.87

AD 5.87

AD 5.87BS 5.9

TS 5.9

1.1%

2%2%

1.1%

2%2%

1.1%

2%2%1.1%

1.5%

1.5%

1.1%

2%2%1.5%

1.2%2%

2% 1.1%

TS 5.9

BS 5.9

TS 5.9

1.0%

2%2%

1.1%

AD 7.741.7%1.5%

TW 7.8

TW 7.8

EL 7.8

EL 4.8

EL 4.52

BS 4.8

EL 4.54

BS 4.8

BS 4.8

EL 4.46EL 4.46

EL 4.4

EL 4.4

EL 4.4

EL 4.4EL 4.4

EL 4.4

EL 4.4

AD 4.27

EL 4.34EL 4.36 AD 4.27

EL 4.4

EL 4.38

EL 4.4

EL 7.8

EL 7.8

EL 7.8EL 7.8

AD 7.74EL 7.6

EL 7.78

EL 6.8

AD 6.6TW 8.3

EX 3.57

EX 3.68

1.7%

1.6%

2%

2%

1.5%

2%

1.6%

1.8%

2%

2%

EL 4.52

EL 4.65

4.4%

2%

2.1% 3%

EL 7.84

EL 4.6

2.8%

EL 4.632%

EL 4.74

EL 7.8

EL 5.59

EL 4.58

EL 5.66

EL 6.1

EL 5.31

EL 4.57

EL 5.31

EL 6.54

EL 7.36

EL 7.29

BS 4.54

BS 4.54

EL 5.18

EL 5.47

EL 5.45

TC 5.54

EL 5.8 EL 5.8

EL 5.65

TC 5.8EL 7.8

EL 7.8

EL 7.8

BS 5.4

EL 4.54

EL 4.46 EL 4.4 EL 4.46 EL 4.4

TW 6.5

TW 7

TW 7.5

TW 7.8

EL 4.47

EL 4.46

EL 4.4

EL 4.4

EL 4.4

EL 4.4

EL 4.4

EL 4.32

EX 3.63

EX 3.74

2%

2%

2%

25%

33%

33%

33%

4.9%

2%

4.9%

EL 7.8

EL 7.3EL 6.8EL 6.3EL 5.8EL 5.3EL 4.8

EL 7.3EL 6.8EL 6.3

EL 5.86

4.76

4.71

4.64

EL 4.55

EL 4.55

EL 4.56

TS 5

TS 5

BS 5

TS 5.49

BS 5.1

EL 5.8

EL 4.69

3.5%

EL 4.57

EL 4.61

EL 7.72

EL 7.72

EL 7.72

EL 7.8EL 7.8

EL 7.8

EL 7.8

EL 7.8

EL 7.8

EL 4.46 EL 4.46EL 4.4

EL 4.46

EL 4.34

EL 4.38EL 4.4

2%

EL 4.4

EL 4.4

EL 4.4EL 4.4

EL 4.4

EL 4.4

EL 4.4

EL 4.4

EL 4.4

EL 4.34

EL 4.4

EL 4.34EL 4.34

EL 4.34

EL 4.34

EL 4.34

EL 4.34

EL 4.34

BS 7

EL 7.8

2%

TW 7.93

EL 6.8

TW 7.93

TS 7

MA

TCH

LIN

E

MA

TCH

LIN

E

FOR GRADING ROOF/DECKSEE ARCH/ENG DRAWINGS



DRG No REV


VERS

ION:

WPC

-D20

09-1




1:200

NORTH





WPC

-D20

09-1

09216-00-AR-DSW-1060

GRADING ANDDRAINAGE

KEY PLAN

WPC

-D20

09-1



DRG No REV


VERS

ION:

WPC

-D20

09-1




1:200

NORTH





WPC

-D20

09-1

3.65

3.68

(4.90

)

3.59

(4.38

)

3.60

(4.33

)3.6

1

(4.53

)

3.49

3.51

3.483.4

7

3.72

3.45

(3.37

)

3.61

3.73

3.66

3.60

3.44

(3.41

) 3.45

3.47

3.44

3.633.6

5

3.65

3.69

3.64 3.6

5

3.64

3.61

(4.51

)3.6

2

(4.70

)

3.70

(4.78

)

3.67

3.60

3.56

3.56

3.613.5

3

(3.95

)

(3.96

)

(3.94

)

(3.95

)

(3.93

)

(3.94

)(3

.92)

(3.89

)

(3.86

)

(3.86

)

(3.82

)

(3.81

)(3

.91)

4.60

3.74

3.69

3.63

3.72

3.73

3.59

3.62

3.70

3.70

3.44

3.44

3.47

3.49

3.72

3.71

3.74

3.72

3.73

3.46

3.46

3.70

3.73

3.54

3.58

3.53

3.62

3.69

3.68

7.5

7.25 7.00 6.75 6.

5

6.25

6.00

5.75 5.

5

5.25

5.00

4.75

4.50

4.25

4.00

7.5

6.5

6.25

6.00 5.75

5.5

5.25

5.00

4.75

4.25

4.00

3.75

7.257.0

6.756.5

6.256.00

5.755.5

5.255.00

4.75

4.64.6

4.6

4.5

7.5

7.25

7.0

6.75

4.5

4.54

4.5

TS 7.78

TS 7.78

AD 6.98

AD 5.87AD 5.87BS 5.9

TS 5.9

1.1%

2%2%

1.1%

2%2%

1.1%

2%2%1.1%

1.5%

1.5%

1.1%

2%2%1.5%

1.1%

BS 5.9

TS 5.9

AD 7.741.7%1.5%

TW 7.8

BS 4.8

EL 4.46

EL 4.4

EL 4.4

EL 4.4EL 4.4

EL 4.4

AD 4.27

EL 4.34EL 4.36 AD 4.27

EL 4.4

EL 7.8

AD 7.74EL 7.6

EL 7.78

EL 6.8

AD 6.6TW 8.3

TS 7.6

TW 8.3 EL 6.8

EL 6.8

EL 4.17EL 4.17

EL 4.65

EL 4.65

EL 4.65

EL 4.4

EL 4.46

EL 4.52

EL 4.52 EL 4.46

EL 4.34

EL 4.29

EL 4.34

EL 4.46

EL 3.7

EX 3.7

EX 3.68

2%

1.6%

1.8%

2%

2%

2%

4.9%

4.9%

4.9%

33%

33%

2%2%

2%

2%

2%

2%2%

4.4%

2%

2%

EL 4.52

EL 4.65

EL 4.62

EL 4.62

EL 4.62

EL 4.74EL 4.74

EL 4.52

2.5%

2%

2.1%

2%

2.4%

4.4%

2%

2.1% 3%

2.7%

EL 7.84

EL 4.45

2%

EL 4.5

3.5%

3.5%

EL 4.6

2

2

EL 4.32

EL 4.6

EL 4.74

2

EL 4.6

2.8%

EL 4.632%

EL 4.74

EL 7.8

TS 7.2

2%2%

4.76

4.71

TS 7.2

TW 8.3

4.5

4.57

1.7%

4.5

3%27%

4.45

4.37

EL 3.7

4.64

EL 4.46

EL 4.34

EL 4.38EL 4.4

2%

EL 4.4

EL 7.8

EL 7.49

2%

TW 7.93

EL 6.8

TW 7.93

TS 7

MA

TCH

LIN

E

MA

TCH

LIN

E

09216-00-AR-DSW-1061

GRADING ANDDRAINAGE

KEY PLAN

WPC

-D20

09-1



DRG No REV


VERS

ION:

WPC

-D20

09-1




1:200

NORTH





3.62

(4.70

)

3.47

3.71

3.67

3.60

3.56

3.56

3.61

3.53

3.51

3.53

3.36

(4.12

)3.5

6

3.57

3.56

3.56

3.41 3.4

33.5

2

3.47

(4.59

)

3.52

(4.50

)3.5

4

(4.46

)3.4

5 3.69

(4.63

)3.77

3.73

3.70

4.65

(3.82

)

(3.81

)

(3.76

)

(3.74

)

(3.75

)

(3.75

)

(3.79

)

(3.78

)

(3.83

)

(3.82

)

(3.77

)

(3.78

)

(3.78

)

(3.78

)

(3.82

)

(3.82

)

(3.88

)

3.62

3.70

3.70

3.52

3.72

3.73

3.74

3.74

3.72

3.52 3.5

43.7

4

3.883.7

63.7

6

3.77

3.73 3.8

4

3.77

3.66

3.67

3.62

3.42

3.44

3.44

3.46

3.45

3.44

3.44

4.75

4.50

4.25

4.00

3.75

EX 3.56

EL 3.7

EX 3.7 EX 3.

7

EX 3.52

EX 3.56

EX 3.43

EX 3.57

EX 3.73

EX 3.72 EX 3.

74

EX 3.52

EX 3.54

EX 3.54

EX 3.73

EX 3.7

EX 3.88 EX 3.

76

EX 3.84

EX 3.73

EX 3.77

EX 3.66

EX 3.67

EX 3.62

EX 3.77

EX 3.72

EL 3.7

MA

TCH

LIN

E

MA

TCH

LIN

E

09216-00-AR-DSW-1062

GRADING ANDDRAINAGE

KEY PLAN

Decorative Timber PilesNTS4



DRG No REV


VERS

ION:

WPC

-D20

09-1

(DD-MM-YY) F"This drawing is prepared solely for the use of the contractual customer of



DETAILSB 12/07/10 ISSUED FOR 75% CONSTRUCTION NM PL BH NW

C 13/08/10 ISSUED FOR 90% CONSTRUCTION JS, IS, PL PL BH NW

D 28/10/10 ISSUED FOR TENDER JS, IS, PL PL BH NW

E 18/11/10 ISSUED FOR ADDENDUM #3, DETAIL SHEETS 1074, 1081.PLAN SHEETS 1050, 1052, 1067, 1068, 1069, 1070 JS, IS, PL PL BH NW

F 23/11/10 ISSUED FOR ADDENDUM #4, DETAIL SHEET 1094. JS, IS, PL BH NW

PWL JOB # 1018

Wind Socks at Main Wharf on Timber Pile PostsNTS2

Custom play Elements around Timber Piles at Play Area West of 4th St. Plaza1:201

09216-00-AR-DSQ-1094

184

600

591

120.00° 120.00°

25

35

231

NYLON GASKET AND THREADED, BORED BUSHING. SEE ENLARGED 1:2 SCALE DRAWING

METAL SHAFT, PROVIDE BORE HOLE THROUGH PIER AND STEEL SLEEVE

FREE SPINNING METAL TUBINGHAND GRIP, FITTED OVER SHAFT

ROUND METALGUARD WELDED TO

SHAFT

ROUND METAL GUARDWELDED ONTO SHAFT

METAL SHAFT, PROVIDE BORE HOLE THROUGH PIER AND METAL SLEEVE, SIZE TO SUIT

956

600

711 mm (28") STAINLESS STEEL EDSON "DESTROYER" TYPE NAUTICAL STEERING WHEEL (WESTMARINE 604-730-4093)

245

NOTES: MATERIAL - ALL METAL COMPONENTS TO BE HOT DIP GALVANIZED.EDGES TO BE EASED, TYP ALL METAL COMPONENTS

COLOUR - AS NOTED ON DETAILS

SUBMITALLS -ENGINEERED SHOP DRAWINGS. CONSULTANT TO REVIEW COMPONENTS PRIOR TO HOT DIP GALVANIZING, PRIME AND PAINT APPLICATION

482

423

1217

DECORATIVE PILE

150 mm DIA 6 mm THK METAL HALF ROUND PIPE. PAINT RAL 3020

6 mm THK. FORMED STEEL FUNNEL. PAINT RAL 5002

75

PLAY STRUCTURES -3 PILINGS TOTAL

METAL T SECTION WELDED TO FUNNEL AND PILING COLLAR. PAINT RAL 5002

ALL SHARP CORNERS AND EDGES TO BE EASED

100

SIDE ELEVATION FRONT ELEVATION SIDE ELEVATION SIDE ELEVATION

FINISHED GRADE

6 mm PLATE METAL PIPE SUPPORTS WELDED TO COLLAR. PAINT RAL 3020

25 T

YP

60.0

° TY

P.

478

450

DECORATIVE PILE

DECORATIVE PILE

MECHANICALLY FASTEN STEEL STOPPER FLANGE ONTO SHAFT.

PROVIDE NYLON GASKET BETWEEN FLANGE AND PILING SLEEVE.

NYLON GASKET AND THREADED, BORED BUSHING. SEE ENLARGED 1:2 SCALE DRAWING.

MECHANICALLY FASTEN STEEL STOPPER FLANGE ONTO SHAFT.

PROVIDE NYLON GASKET BETWEEN FLANGE AND PILING SLEEVE.

41094

41094

41094

184

591

120.00° 120.00°

25

35

231

ENLARGED VIEW- 1:10

STEERING WHEEL/HAND CRANKSHAFT

FLANGE WITH INSIDE THREADS,WELD TO PILING SLEEVE

NYLON SPACER

THREADEDBUSHING, WITH

HEX HEAD

ENLARGED VIEW- 1:2

F17 Funnel / Trough F18 Steering Wheel F19 Crank

150

25 mm DIA. METAL PIPE

450

8 mm THICK MOUNTING BRACKET WELDED TO POST

POST WITH CAP AND DRAIN HOLE FLUSH AT BOTTOM

8 mm THICK MOUNTING BRACKET

WIND SOCK STEM, REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS

NOTES: MATERIAL - HOT DIP GALVANIZED STEEL (FLANGE, MOUNTING BRACKET AND PIPE

COLOUR - RAL 7037

SUBMITALLS -SHOP DRAWINGS AND WIND-SOCK PRODUCT DATA SHEET.

Wind Sock Mounting Detail1:203

DETAILS

PLASTIC BIRD DETERENT SPIKES TYP. (PIDGEON PATROL PRODUCTS: 604-585- 9279) MOUNT INSIDE OF TOP CAP SO SPIKES ARE NOT VISIBLE. PROVIDE DRAIN HOLES IN CAP

TIMBER PILE SEE ENG. DWGS.

PILE CAP

FINISH: SPUN ALUMINUM- PILE CAPHOT DIPPED GALVANIZED- METAL COLLAR

COLOUR: NATURAL ALUMINUM-PILE CAPNONE- METAL COLLAR

MATERIAL: ALUMINUM- PILE CAPGALVANIZED STEEL- METAL COLLAR (SEE ENG. DWGS)

SUBMITTALS:SHOP DRAWINGS FOR PILE CAP AND METAL COLLAR

METAL COLLAR SEE ENG. DWGS

150

MIN

. 1.5

M,

MA

X. 2

M E

XP

OS

ED

FINISHED GRADE VARIES.

6.10

M, M

AX

.

NOTE: TOP ELEVATIONS OF TIMBER PILES AND METAL COLLARS AT 6TH ST. WHARF AND EAST OF BUILDING TO ALL BE THE SAME, ONLY FINISHED GRADE WILL VARY.

6.10

M M

AX

., E

XC

EP

T FO

R P

ILE

S E

AS

T O

F B

UIL

DIN

G G

RA

ND

STA

IRC

AS

E.

FOR

TH

ES

E P

ILE

S S

EE

SE

CTI

ON

AT

RIG

HT.

EX

CE

PT

FOR

PIL

ES

EA

ST

OF

BU

ILD

ING

GR

AN

D S

TAIR

CA

SE

. FO

R TH

ES

E P

ILE

S S

EE

SE

CTI

ON

AT

RIG

HT.

7.71M

4.70 M

888

1990

3106

12.01M TOP OF PILE CAP, TYP. FOR ALL.

7.91M TOP OF COLLARS, TYP. FOR ALL.

FINISHED GRADE

DECORATIVE TIMBER PILES EAST OF BUILDING GRAND STAIRCASE- SECTION/ELEVATION LOOKING EAST, 1:50M

BELOW GRADE FOOTINGS SEE ENG. DWGS

PILE IN METAL COLLAR, TYP. OF 3 PILE IN METAL COLLAR, TYP.

OF 3 PILE IN METAL COLLAR, TYP. OF 3

METAL COLLAR, TYP. SEE ENG. DWGS

300

MIN

. TY

P. C

OV

ER

4988

+/-

6090

+/-

7194

+/-

10-07-09 3:34 PMWindsock product information - Roc Tan manufacturer

Page 1 of 3http://roctan.com/productinfo.html

Why a Windsock?By placing windsocks innoticeable locations, workersbecome more safety aware whenapproaching your work site. Thisalso enhances their ability to carryout the Emergency Responseeffectively.

Having windsocks on-site helps toconform to regulatoryrequirements like OccupationalHealth and Safety (OH&S)guidelines. Regulatoryrequirements specify “ThreeDimensional Wind DirectionIndicators”.

Jump down to the catalogue

Welcome to our online catalogue. All our products canbe ordered quickly and conveniently via the "Get AQuote" section of our website!

General InformationRoc Tan offers nylon or polyester material. (Polyesterhas very low static electricity compared to nylon). Ourpolyester is light weight to provide sensitivity in theslightest of breezes. Our nylon, in various colors, is aslightly heavier material. We have tested materials anddyes in the laboratory to ensure that our mill materialgives the best possible color fastness and strength.

Polyester socks are available in Caution Yellow (CY),Danger Red (DR), or Flash Orange (FO) colors.Nylon socks are available in Yellow (Y), Red (R), Green(G), Blue (B), Orange (O) or in White (W) colors.

Polyester Sock Colours

Caution Yellow Danger Red Flash Orange

Nylon Sock Colours

Yellow Red Green Blue White Orange

Each sock below is available in either Polyester or Nylon.

In order to understand the measurements of wind socks please refer to the figure at thebottom of the page.

Part Number Size: Diameter x Length Flat Diameter

5X18 5"dia. x 18" Sock 7 3/4"

5comp 5"dia. x 18" Sock & Swivel Hoop 7 3/4"

8X24 8"dia. x 24" Sock 12 1/2"

8X24Comp 8"dia. x 24" Sock Complete w/ Swivel Hoop & Base 12 1/2"

12X36 12"dia. x 36 " Sock 12 1/2"

12X36COMP 12"dia. x 36 " Sock Complete w/ Swivel Hoop & Base 12 1/2"

12X48 12"dia. x 48 " Sock 12 1/2"

12X48COMP 12"dia. x 48 " Sock Complete w/ Swivel Hoop & Base 12 1/2"

12X60 12"dia. x 60" Sock 18 7/8"


12X72 12"dia. x 72" Sock 18 7/8"


16X60 16"dia. x 60" Sock 25 1/8"

3 REQUIRED, IN "DANGER RED" COLOR,POLYESTER.