INVITATION TO TENDER€¦ · appropriate unit prices set out in Appendix 1, the “Schedule of...

INVITATION TO TENDER Project: Scotty Creek Sports Surface (Phase 1) Tender #: T16-313 Date of Issue: September 27th, 2016 Closing Location: by hand, mail or courier to:

Regional District of Central Okanagan Reception 1450 KLO Road Kelowna, BC V1W 3Z4

Closing Date and Time:

Three (3) complete copies of each Tender must be received prior to 3 pm Pacific Time, October 18th, 2016

Proponent’s Meeting (non-mandatory): 11am on October 6th, 2016 at the entrance to Scotty Creek

Park, Parkdale Road, Kelowna, BC. Enquiries: all enquiries must be directed to:

Andy Brennan – Purchasing Manager 1450 KLO Road Kelowna, BC V1W 3Z4 Tel: 250-469-6170 [email protected]

mailto:[email protected]

MASTER MUNICIPAL CONSTRUCTION DOCUMENTS – 2009 (PLATINUM EDITION)

UNIT PRICE CONTRACT

T16-313– Scotty Creek Sports Surface (Phase 1)

MASTER MUNICIPAL CONSTRUCTION DOCUMENTS CONTENTS The complete Master Municipal Construction Documents consist of the following parts: 1. Standard Documents that Require Additional Information (available in the "MMCD - Tender

Document Production Manual" or on disk), plus Supplemental Documents

• Invitation to Tender • Instructions to Tenderers, Part I • Form of Tender

Appendix 1 -- Schedule of Quantities and Prices Appendix 2 -- Preliminary Construction Schedule Appendix 3 – Experience of Superintendent Appendix 4 – Comparable Work Experience Appendix 5 – Subcontractors

• Agreement Schedule 1 -- Schedule of Contract Documents Schedule 2 -- List of Contract Drawings

• Supplemental Specifications

02 41 14 S – Demolition and Salvage 03 30 20 S – Concrete Walks, Curbs and Gutters 03 30 53 S – Cast-in Place Concrete 31 05 17 S – Aggregates and Granular Materials 31 22 01 S – Site Grading 32 31 13 S – Chain Link Fences and Gates 32 37 00 S – Site Furnishings 32 91 21 S – Topsoil and Finish Grading 32 92 20 S – Seeding 32 93 01 S – Planting of Trees, Shrubs and Groundcovers

• Contract Drawings

2. Standard Documents that are Fully Complete (available in the "MMCD - General Conditions,

Specifications and Standard Detail Drawings") • Instructions to Tenderers, Part II • General Conditions Schedule 17.5.3 - Letter Agreement and Referee Flow Chart - Changes and Extra Work Flow Chart - Disputes Resolution • Standard Specifications • Standard Detail Drawings

INVITATION TO TENDER

REGIONAL DISTRICT of CENTRAL OKANAGAN

T16-313 – Scotty Creek Sports Surface (Phase 1) The Owner invites tenders for: The construction of the first phase of a community sports surface in Scotty Creek Community Park located on Parkdale Road, Kelowna in the rural community of Ellison Estates. The sport surface is a community supported project to provide year-round sports activity and community gathering space to encourage healthy living, staying active and meeting neighbours. The first phase of the project includes:

• Excavation and grading • Subgrade preparation • Placement and compaction of sub-base and base structured fill materials • Installation of a culvert • Construction and finishing of a concrete band around the surface • Reconfiguration of existing irrigation, and • Installation of chain-link fencing and gates

UNIT PRICE CONTRACT

INSTRUCTIONS TO TENDERERS PART I

TABLE OF CONTENTS IT – PART I 1 OF 2

2009

1.0 Introduction ........................................................ ………………………………………IT - 1

2.0 Tender Documents ............................................ ………………………………………IT - 1

3.0 Submission of Tenders ......................................................... ………………………IT - 2

4.0 Additional Instructions to Tenderers…………………… ............ ……………………IT - 3

UNIT PRICE CONTRACT


TABLE OF CONTENTS IT – PART I 2 OF 2

2009

THIS PAGE INTENTIONALLY LEFT BLANK

UNIT PRICE CONTRACT


IT – PART I IT - 1 2009

(FOR USE WHEN UNIT PRICES FORM THE BASIS OF PAYMENT TO BE USED ONLY WITH THE GENERAL CONDITIONS AND OTHER STANDARD

DOCUMENTS OF THE UNIT PRICE MASTER MUNICIPAL CONSTRUCTION DOCUMENTS.)

(TO BE READ WITH “INSTRUCTIONS TO TENDERERS - PART II” CONTAINED IN THE EDITION OF THE PUBLICATION

“MASTER MUNICIPAL CONSTRUCTION DOCUMENTS” SPECIFIED IN ARTICLE 2.2 BELOW)

Owner: Regional District of Central Okanagan ( NAME OF OWNER )

Contract: Scotty Creek Sports Surface (Phase 1) ( TITLE OF CONTRACT )

Reference No. T16-313 ( OWNER’S CONTRACT REFERENCE NO. )

1.0 Introduction 1.1 These Instructions apply to and govern the preparation of tenders for this Contract. The Contract is generally for the following work:

The construction of the first phase of a community sports surface

located in Scotty Creek Community Park, Parkdale Road, Kelowna

Work will include; excavation & grading, subgrade preparation,

base fill, a concrete band around the surface, irrigation and fencing.

( BRIEF DESCRIPTION OF THE WORK )

1.2 Direct all inquiries regarding the Contract, to:

Andy Brennan, Purchasing Manager

( NAME AND POSITION OF INDIVIDUAL WHO WILL ANSWER INQUIRIS )

Address: Regional District of Central Okanagan

1450 KLO Road

Kelowna, BC V1W 3Z4

Phone: 250 469 - 6170

Fax: 250 469 - 6171

2.0 Tender Documents

2.1 The tender documents which a tenderer should review to prepare a tender consist of all of the Contract Documents listed in Schedule 1 entitled “Schedule of Contract Documents”. Schedule 1 is attached to the Agreement which is included as part of the tender package. The Contract Documents include the drawings listed in Schedule 2 to the Agreement, entitled “List of Contract Drawings”.

UNIT PRICE CONTRACT


IT – PART I IT - 2 2009

2.2 A portion of the Contract Documents are included by reference. Copies of these documents have not been included with the tender package. These documents are the Instructions to Tenderers - Part II, General Conditions, Specifications and Standard Detail Drawings. They are those contained in the publication entitled “Master Municipal Construction Documents - General Conditions, Specifications and Standard Detail Drawings”. Refer to Schedule 1 to the Agreement or, if not specified in Schedule 1, then the applicable edition shall be the most recent edition as of the date of the Tender Closing Date. All sections of this publication are by reference included in the Contract Documents.

2.3 Any additional information made available to tenderers prior to the Tender Closing Time by the Owner or representative of the Owner, such as geotechnical reports or as-built plans, which is not expressly included in Schedule 1 or Schedule 2 to the Agreement, is not included in the Contract Documents. Such additional information is made available only for the assistance of tenderers who must make their own judgment about its reliability, accuracy, completeness and relevance to the Contract, and neither the Owner nor any representative of the Owner gives any guarantee or representation that the additional information is reliable, accurate, complete or relevant.

3.0 Submission of Tenders

3.1 Tenders must be submitted in a sealed envelope, marked on the outside with the above Contract Title and Reference No., and must be received by the office of:

Main Reception (Attn: Andy Brennan, Purchasing Manager)

(TITLE OF POSITION)

on or before:

Tender Closing Time: 3 : 00 , PM local time Tender Closing Date: October 18th , 20 16

at

Address: Regional District of Central Okanagan

1450 KLO Road

Kelowna, BC V1W 3Z4

Fax: 250 469 - 6171

3.2 Late tenders will not be accepted or considered, and will be returned unopened.

UNIT PRICE CONTRACT


IT – PART I IT - 3 2009

4.0 Additional

Instructions to Tenderers

4.1 Force Account Work: The Approved Equipment Rental Guide referred to in GC10 for Force Account Works shall be the latest edition of the BC Road Builders & Heavy Construction Associated “The Blue Book”.

4.2 As per the Form of Tender, Substantial Performance for the work is to be achieved by March 31st, 2017. Total Performance is to be achieved by April 15th, 2017. The Regional District desires the work be completed at the earliest opportunity.

4.3 The Contractor shall be the “Prime Contractor” as defined under Part 3 of the Worker’s Compensation Act, for the duration of the work.

4.4 Addenda: Addenda to this Invitation to Tender may be issued by the Owner up until 24 hours before the Closing Date and Time. Any addenda will be posted publicly in the same location as the Invitation to Tender documents. Tenderers shall ensure they check for addenda, prior to submission of Tender.

4.5 All Tenderers must be in good standing with WorksafeBC and have no significant safety violations recorded by or with WorksafeBC in the last 5 years. Significant safety violations are those that could reasonably lead to serious injury or death, or those violations which the Tenderer has repeated and/or failed to resolve with WorksafeBC. The Regional District shall decide, at its sole discretion, on whether a Tender will be rejected on these grounds, based on consideration for the safety of this project.

UNIT PRICE CONTRACT

FORM OF TENDER

FORM OF TENDER PAGE 1 OF 3

2009

FOR USE WHEN UNIT PRICES FORM THE BASIS OF PAYMENT - TO BE USED ONLY WITH THE GENERAL CONDITIONS AND OTHER STANDARD DOCUMENTS OF THE UNIT PRICE MASTER MUNICIPAL CONSTRUCTION DOCUMENTS.

Owner: Regional District of Central Okanagan

Contract: ( NAME OF OWNER )

Scotty Creek Sports Surface (Phase 1)

Reference No. ( TITLE OF CONTRACT )

T16-313

( OWNER’S CONTRACT REFERENCE NO. )

To Owner:

WE, THE UNDERSIGNED:

1.1 have received and carefully reviewed all of the Contract Documents, including the Instructions to Tenderers, the specified edition of the “Master Municipal Construction Documents - General Conditions, Specifications and Standard Detail Drawings” and the following Addenda:

; ( ADDENDA, IF ANY )

1.2 have full knowledge of the Place of the Work, and the Work required; and

1.3 have complied with the Instructions to Tenderers; and

ACCORDINGLY WE HEREBY OFFER

2.1 to perform and complete all of the Work and to provide all the labour, equipment and material all as set out in the Contract Documents, in strict compliance with the Contract Documents; and

2.2 to achieve Substantial Performance of the Work on or before _March 31st, 2017__________; and ( WORK DURATION OR DATE )

2.3 to do the Work for the price, which is the sum of the products of the actual quantities incorporated into the Work and the appropriate unit prices set out in Appendix 1, the “Schedule of Quantities and Prices”, plus any lump sums or specific prices and adjustment amounts as provided by the Contract Documents. For the purposes of tender comparison, our offer is to complete the Work for the “Tender Price” as set out on Appendix 1 of this Form of Tender. Our Tender Price is based on the estimated quantities listed in the Schedule of Quantities and Prices, and excludes GST.

WE CONFIRM: 3.1 that we understand and agree that the quantities as listed in the Schedule of Quantities and Prices are estimated, and that the actual quantities will vary.

UNIT PRICE CONTRACT

FORM OF TENDER


2009

WE CONFIRM: 4.1 that the following appendices are attached to and form a part of this tender:

4.1.1 the appendices as required by paragraph 5.3 of the Instructions to Tenderers – Part II; and

4.1.2 the Bid Security as required by paragraph 5.2 of the Instructions to Tenderers – Part II.

WE AGREE: 5.1 that this tender will be irrevocable and open for acceptance by the Owner for a period of thirty calendar days from the day following the Tender Closing Date and Time, even if the tender of another tenderer is accepted by the Owner. If within this period the Owner delivers a written notice (“Notice of Award”) by which the Owner accepts our tender we will:

5.1.1 within 15 Days of receipt of the written Notice of Award deliver to the Owner:

.1 a Baseline Construction Schedule, as provided by GC 4.6.1;

.2 a “clearance letter” indicating that the tenderer is in Worksafe BC compliance; and

.3 a copy of the insurance policies as specified in GC 24 indicating that all such insurance coverage is in place and;

5.1.2 within 2 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

5.1.3 sign the Contract Documents as required by GC 2.1.2.

WE AGREE: 6.1 that, if we receive written Notice of Award of this Contract and, contrary to paragraph 5 of this Form of Tender, we:

6.1.1 fail or refuse to deliver the documents as specified by paragraph 5.1.1 of this Form of Tender; or

UNIT PRICE CONTRACT

FORM OF TENDER


2009

6.1.2 fail or refuse to commence the Work as required by the Notice to Proceed,

then such failure or refusal will be deemed to be a refusal by us to enter into the Contract and the Owner may, on written notice to us, award the Contract to another party. We further agree that, as full compensation on account of damages suffered by the Owner because of such failure or refusal, the Bid Security shall be forfeited to the Owner, in an amount equal to the lesser of:

6.1.3 the face value of the Bid Security; and

6.1.4 the amount by which our Tender Price is less than the amount for which the Owner contracts with another party to perform the Work.

OUR ADDRESS IS AS FOLLOWS:

Phone:

Fax:

Attention:

This Tender is executed this _______ day of ______________________, 20 ______.

Contractor: (FULL LEGAL NAME OF CORPORATION, PARTNERSHIP OR INDIVIDUAL)

(AUTHORIZED SIGNATORY)


UNIT PRICE CONTRACT

APPENDIX 2 – PRELIMINARY CONSTRUCTION SCHEDULE

APPENDIX 2 PAGE 1 OF 1

2009

Tenderer’s Initials _______________________

T16-313 – Scotty Creek Sports Surface (Phase 1)

( TITLE OF CONTRACT )

See paragraph 5.3.2 of the Instructions to Tenderers – Part II.

Indicate Schedule with bar chart with major item descriptions and time.

MILESTONE DATES:____________________________________________________

ACTIVITY CONSTRUCTION SCHEDULE

1 2 3 4 5 6 7 8 9 10

UNIT PRICE CONTRACT

APPENDIX 3 – EXPERIENCE OF SUPERINTENDENT


2009




Name: Experience:

Dates: Project Name: Responsibility:

References:


References:


References:


References:

UNIT PRICE CONTRACT

APPENDIX 4 – COMPARABLE WORK EXPERIENCE


2009

Tenderer’s Initials _____________________________




PROJECT OWNER / CONTACT NAME

PHONE and FAX WORK

DESCRIPTION VALUE ($)

Owner / Contract

Phone ( ) Fax ( )

Owner / Contract

Phone ( ) Fax ( )

Owner / Contract

Phone ( ) Fax ( )

Owner / Contract

Phone ( ) Fax ( )

Owner / Contract

Phone ( ) Fax ( )

Owner / Contract

Phone ( ) Fax ( )

Owner / Contract

Phone ( ) Fax ( )

Owner / Contract

Phone ( ) Fax ( )

Owner / Contract

Phone ( ) Fax ( )

Owner / Contract

Phone ( ) Fax ( )

Owner / Contract

Phone ( ) Fax ( )

Owner / Contract

Phone ( ) Fax ( )

UNIT PRICE CONTRACT

APPENDIX 5 - SUBCONTRACTORS


2009





TENDER ITEM TRADE SUBCONTRACTOR NAME PHONE NUMBER

UNIT PRICE CONTRACT FORM OF AGREEMENT

FORM OF AGREEMENT PAGE 1 OF 6

2009

( FOR USE WHEN UNIT PRICES FORM THE BASIS OF PAYMENT TO BE USED ONLY WITH THE GENERAL CONDITIONS AND OTHER STANDARD DOCUMENTS OF THE UNIT PRICE MASTER MUNICIPAL CONSTRUCTION DOCUMENTS.)

BETWEEN OWNER AND CONTRACTOR

This agreement made in duplicate this

______ day of ___________, 20_____.

Contract: Scotty Creek Sports Surface (Phase 1)

Reference No. ( TITLE OF CONTRACT ) T16-313

( OWNER’S CONTRACT REFERENCE NO. )

BETWEEN:

The Regional District of Central Okanagan

( NAME OF OWNER )

(the “Owner”)

AND:

( NAME AND OFFICE ADDRESS OF CONTRACTOR )

(the “Contractor”)

The Owner and the Contractor agree as follows:

Article 1 The Work Start / Completion Dates

1.1 The Contractor will perform all Work and provide all labour, equipment and material and do all things strictly as required by the Contract Documents.

1.2 The Contractor will commence the Work in accordance with the Notice to Proceed. The Contractor will proceed with the Work diligently, will perform the Work generally in accordance with the construction schedules as required by the Contract Documents and will achieve Substantial Performance of the Work on or before March 31st, 2017, subject to (INSERT DATE OF SUBSTANTIAL PERFORMANCE )

the provisions of the Contract Documents for adjustments to the Contract Time.



2009

1.3 Time shall be of the essence of the Contract.

Article 2 Contract Documents

2.1 The “Contract Documents” consist of the documents listed or referred to in Schedule 1, entitled “Schedule of Contract Documents”, which is attached and forms a part of this Agreement, and includes any and all additional and amending documents issued in accordance with the provisions of the Contract Documents. All of the Contract Documents shall constitute the entire Contract between the Owner and the Contractor.

2.2 The Contract supersedes all prior negotiations, representations or agreements, whether written or oral, and the Contract may be amended only in strict accordance with the provisions of the Contract Documents.

Article 3 Contract

Price 3.1 The price for the Work (“Contract Price”) shall be the sum in

Canadian dollars of the following

1.1.1 the product of the actual quantities of the items of Work listed in the Schedule of Quantities and Prices which are incorporated into or made necessary by the Work and the unit prices listed in the Schedule of Quantities and Prices; plus

1.1.2 all lump sums, if any, as listed in the Schedule of Quantities and Prices, for items relating to or incorporated into the Work; plus

1.1.3 any adjustments, including any payments owing on account of Changes and agreed to Extra Work, approved in accordance with the provisions of the Contract Documents.

3.2 The Contract Price shall be the entire compensation owing to the Contractor for the Work and this compensation shall cover and include all profit and all costs of supervision, labour, material, equipment, overhead, financing, and all other costs and expenses whatsoever incurred in performing the Work.

Article 4 Payment 4.1 Subject to applicable legislation and the provisions of the Contract

Documents, the Owner shall make payments to the Contractor.

4.2 If the Owner fails to make payments to the Contractor as they become due in accordance with the terms of the Contract Documents then interest calculated at 2% per annum over the prime commercial lending rate of the Royal Bank of Canada on such unpaid amounts shall also become due and payable until payment. Such interest shall be calculated and added to any unpaid amounts monthly.



2009 Article 5 Rights and

Remedies 5.1 The duties and obligations imposed by the Contract Documents

and the rights and remedies available thereunder shall be in addition to and not a limitation of any duties, obligations, rights and remedies otherwise imposed or available by law.

5.2 Except as specifically set out in the Contract Documents, no action or failure to act by the Owner, Contract Administrator or Contractor shall constitute a waiver of any of the parties’ rights or duties afforded under the Contract, nor shall any such action or failure to act constitute an approval of or acquiescence in any breach under the Contract.

Article 6 Notices 6.1 Communications among the Owner, the Contract Administrator and

the Contractor, including all written notices required by the Contract Documents, may be delivered by hand, or by fax, or by pre-paid registered mail to the addresses as set out below:

The Owner:

Regional District of Central Okanagan

1450 KLO Road

Kelowna, BC

Fax:

Attention:

The Contractor:

Fax:

Attention:

The Contract Administrator:

Fax:

Attention:

6.2 A communication or notice that is addressed as above shall be considered to have been received

1.1.4 immediately upon delivery, if delivered by hand; or



2009

1.1.5 immediately upon transmission if sent by fax and received in hard copy; or

1.1.6 after 5 Days from date of posting if sent by registered mail.

6.3 The Owner or the Contractor may, at any time, change its address

for notice by giving written notice to the other at the address then applicable. Similarly if the Contract Administrator changes its address for notice then the Owner will give or cause to be given written notice to the Contractor.

6.4 The sender of a notice by fax assumes all risk that the fax is received in hard copy.

Article 7 General 7.1 This Contract shall be construed according to the laws of British

Columbia.

7.2 The Contractor shall not, without the express written consent of the Owner, assign this Contract, or any portion of this Contract.

7.3 The headings included in the Contract Documents are for convenience only and do not form part of this Contract and will not be used to interpret, define or limit the scope or intent of this Contract or any of the provisions of the Contract Documents.

7.4 A word in the Contract Documents in the singular includes the plural and, in each case, vice versa.

7.5 This agreement shall ensure to the benefit of and be binding upon the parties and their successors, executors, administrators and assigns.

IN WITNESS WHEREOF the parties hereto have executed this Agreement

the day and year first written above.

Contractor:

(FULL LEGAL NAME OF CORPORATION, PARTNERSHIP OR INDIVIDUAL)



Owner:

(FULL LEGAL NAME OF CORPORATION, PARTNERSHIP OR INDIVIDUAL)




2009

(INCLUDE IN LIST ALL DOCUMENTS INCLUDING, IF ANY, SUPPLEMENTARY GENERAL CONDITIONS, SUPPLEMENTARY SPECIFICATIONS,SUPPLEMENTARY STANDARD DETAIL DRAWINGS.)

Schedule 1 Schedule of Contract Documents

The following is an exact and complete list of the Contract Documents, as referred to in Article 2.1 of the Agreement.

NOTE: The documents noted with “*” are contained in the “Master Municipal Construction Documents - General Conditions, Specifications and Standard Detail Drawings”, edition dated 2009. All sections of this publication are included in the Contract Documents.

8.1 Agreement, including all Schedules;

8.2 General Conditions*;

8.3 Supplementary Specifications: 02 41 14 S – Demolition and Salvage 03 30 20 S – Concrete Walks, Curbs and Gutters 03 30 53 S – Cast-in Place Concrete 31 05 17 S – Aggregates and Granular Materials 31 22 01 S – Site Grading 32 31 13 S – Chain Link Fences and Gates 32 37 00 S – Site Furnishings 32 91 21 S – Topsoil and Finish Grading 32 92 20 S – Seeding 32 93 01 S – Planting of Trees, Shrubs and Groundcovers

8.4 Specifications*;

8.5 Standard Detail Drawings*;

8.6 Executed Form of Tender, including all Appendices;

8.7 Contract Drawings listed in Schedule 2 to the Agreement –”List of Contract Drawings”;

8.8 Instructions To Tenderers - Part I;

8.9 Instructions to Tenderers - Part II*;

8.10 MMCD Supplemental Update 2013-06-13






8.16 MMCD Supplemental Update PVC C900 Pipe Spec Clarification




8.20 The following Addenda:



2009

( ADDENDA, IF ANY )

(COMPLETE LISTING OF ALL DRAWINGS, PLANS AND SKETCHES WHICH ARE TO FORM A PART OF THE CONTRACT,

OTHER THAN STANDARD DETAIL DRAWINGS AND SUPPLEMENTARY STANDARD DETAIL DRAWINGS.)

Schedule 2 List of Contract Drawings

TITLE DRAWING NO. DATE REVISION NO.

Layout & Materials Plan

L-1 Sept 23, 2016 4 – Issued For Tender

Grading Plan L-2 Sept 23, 2016 4 – Issued For Tender

Construction Details

L-3 Sept 23, 2016 4 – Issued For Tender

Site Plan of Lot C, Section 12 Township 23 Osoyoos Division Yale District Plan 30526

NA NA NA

PARKDALE ROAD

DOUBLE CHECK VALVEASSEMBLY, BLOW OUT

ASSEMBLY, AND MASTERVALVE LOCATED IN AN

INSULATED SERVICECHAMBER (BY OTHERS)

EXISTING CONCRETEPAD W/ BIKE RACKS

ASPHALT PATH CONNECTION TOPARKDALE ROAD (OPTIONAL)

EXISTING CHAINLINK FENCE

LIM

IT O

F W

OR

K

PROPERTY LINE

SPORTS COURT(BASKETBALL, TENNIS,

PICKLEBALL)

TENNIS COURT POST FOOTING& SLEEVE, TYP. (NIC)

BASKETBALL COURT FOOTING& SLEEVE, TYP. (NIC)

EXIS

TIN

G S

IDEW

ALK

35.40

18.0

0

EXISTING GRASSPLAYING FIELD

EXTENT OF ICE RINK

EXTENT OF ICE RINK

EX

TEN

T O

F IC

E R

INK

EX

TEN

T O

F IC

E R

INK

C.I.P. CONCRETEPAVING (NIC)

2L-3

C.I.P. CONCRETE FENCEBASE W/ BANDING

3L-3

2.4m HT. CHAINLINKFENCE

PROVIDE NEW ACCESS

450mm Ø CULVERT

1.80

(1) PICEA GLAUCADENTATA 'BLACK

HILLS' (OPTIONAL)

300mm Ø CULVERT(NIC)

EXISTING CONIFEROUSTREE TO BE REMOVED(NIC)

EXISTING DECIDUOUSTREE, TYP.

FROST FREE AND SELFDRAINING YARD HYDRANT

(BY OTHERS)

2.4m HT. DOUBLECHAINLINK ACCESS

GATE, TYP.

35' PRESSURE TREATED POWERPOLE, METER BASE & 200 AMPPOWER PANEL (BY OTHERS)

WATER METER AS PER BMIDSPECIFICATIONS, LOCATED IN ANINSULATED SERVICE CHAMBER(BY OTHERS)

WATER CONNECTION @PROPERTY LINE W/ SHUTOFF VALVE (BY OTHERS)

3L-3

ASPHALT ACCESS PATH(NIC)

INSULATED SHED ON 1.5 x3.0m CONCRETE PAD

(NIC)

2.0 x 3.0m CONCRETEPAD (NIC)

(3) PINUS FLEXILIS 'VANDERWOLF'SPYRAMID' (OPTIONAL)

(2) PINUS FLEXILIS 'VANDERWOLF'SPYRAMID' (OPTIONAL)

LIMIT OF WORK

LIM

IT O

F W

OR

K

ICE RINK BOARDFOOTING & SLEEVE,

(NIC) TYP.

1L-3

LIMIT OF WORK

(1) PICEA GLAUCA DENTATA'BLACK HILLS' (OPTIONAL)

2.55 3.00 TYP. 2.55

1.95

1.95

1.80

3.00

1.65 3.00 TYP. 1.65

2.85

2.85

3.00

TY

P.

1.80

FENCE POSTS,TYP.

LAYOUT & MATERIALSPLAN

1:125

L-1

LEGEND:

NORTH

EXISTING DECIDUOUSTREES

DESIGN BY

DRAWN BY

CHECKED BY

PROJECT NO.

SCALE

SHEET TITLE

SHEET NO.

SCOTTY CREEKSPORTS SURFACE -PHASE 1KELOWNA, B.C.

REVISIONS / ISSUED:

NO. DATE DESCRIPTION

CLIENT:

| 105-1289 ellis street, kelowna bc V1Y 9X6 || t 250 860 6778 |

PROJECT:

LP

LP

KN

16-029

1 SEPT09/16

ISSUED FOR PUBLIC OPEN HOUSE

2 SEPT12/16

ISSUED FOR 70% REVIEW

3 SEPT19/16


4 SEPT23/16

ISSUED FOR TENDER

PROPOSED 2.4m HT.CHAINLINK FENCE

EXISTING CONIFEROUSTREES

EXISTING CHAINLINKFENCE

2L-1

FENCE FOOTING LAYOUT

1L-1

LAYOUT & MATERIALS PLAN

PROPOSED CONIFEROUSTREE FOR SHADE

LAYOUT NOTES:

A LAYOUT AND DIMENSIONS:THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THECONTRACT ADMINISTRATOR PRIOR TO COMMENCING WORK. ALL MEASUREMENTS ARE INMETERS UNLESS OTHERWISE SPECIFIED AND ALL WRITTEN DIMENSIONS SUPERSEDE SCALEDDIMENSIONS.

B PROJECT STAKING:ALL PROPOSED SITE FEATURES SHALL BE STAKED OUT IN FIELD FOR REVIEW BY THE CONTRACTADMINISTRATOR PRIOR TO CONSTRUCTION. STAKING LAYOUT IS TO BE APPROVED PRIOR TOTHE START OF CONSTRUCTION. ALL CURVES SHALL BE SMOOTH AND CONTINUOUS WITHCAREFULLY MATCHED TANGENTS.

NO

T FO

R C

ON

STRU

CTI

ON

DEMOLITION NOTES:

A TREE PROTECTION:SUPPLY AND INSTALL SNOW FENCING ALONG THE DRIPLINE OF "EXISTING TREES TO REMAIN" PRIORTO ANY CONSTRUCTION AND MAINTAIN FENCING UNTIL TOTAL PERFORMANCE IS MET. STORAGE OFBUILDING MATERIALS SHALL NOT TAKE PLACE WITHIN THE DRIPLINE OF ANY EXISTING TREES TOREMAIN. ANY DAMAGED TREES WILL BE REPLACED AT THE CONTRACTOR'S OWN EXPENSE.

B CLEARING AND GRUBBING:REVIEW DEMOLITION AND CLEARING AND GRUBBING REQUIREMENTS ON SITE WITH CONTRACTADMINISTRATOR PRIOR TO COMMENCING DEMOLITION OPERATIONS. STRIP ALL ORGANIC MATERIALTO 100mm DEPTH & STOCKPILE FOR RE-USE IN SEED LAWN AREAS. ALL REMOVED MATERIAL SHALL BELEGALLY DISPOSED OF OFF SITE, UNLESS OTHERWISE SPECIFIED.

C TREE REMOVAL:REMOVE ALL TREES THAT HAVE NOT BE IDENTIFIED TO REMAIN ON THE DRAWINGS. TREE REMOVAL ISTO BE INCLUSIVE OF THE TRUNK, BRANCHES AND STUMP. ALL REMOVED MATERIAL SHALL BE LEGALLYDISPOSED OF OFF SITE, UNLESS OTHERWISE SPECIFIED.

D STRIPPED TOPSOIL:ALL STRIPPED TOPSOIL SHALL BE AMENDED BEFORE BEING REUSED IN THE SEED LAWN AREAS. ANYADDITIONAL MATERIAL SHALL BE REMOVED AND LEGALLY DISPOSED OF OFF SITE, UNLESS OTHERWISESPECIFIED.

E IRRIGATION RECONFIGURATION AND REMOVAL:RECONFIGURE ALL IRRIGATION EQUIPMENT (PIPES, HEADS AND VALVES) TO ENSURE ADEQUATEWATERING OF ALL SOFT LANDSCAPING AREAS. REMOVE ALL REMAINING IRRIGATION EQUIPMENTTHAT WOULD INTERFERE WITH THE WORK DURING TRENCHING AND/OR ROUGH GRADING OPERATIONS.ALL REMOVED MATERIAL SHALL BE LEGALLY DISPOSED OF OFF SITE, UNLESS OTHERWISE SPECIFIED.

PLANTING NOTES:

A BRITISH COLUMBIA LANDSCAPE STANDARD:ALL WORK OF THE CONTRACTOR SHALL MEET OR EXCEED ALL STANDARDS OR SPECIFICATIONSESTABLISHED IN THE LATEST EDITION OF THE BC LANDSCAPE STANDARD.

B PLANT MATERIAL:ALL PLANT MATERIAL SUPPLIED AND INSTALLED BY THE CONTRACTOR MUST BE CERTIFIED TO BEFREE OF SUDDEN OAK DEATH (PHYTOPHTHORA RAMORUM), ACCORDING TO THE THE CANADIANFOOD INSPECTION AGENCY (CFIA), OR BCLNA STANDARDS.

C PLANT MATERIAL SHALL BE AVAILABLE FOR OPTIONAL INSPECTION BY THE CONTRACTADMINISTRATOR AT SOURCE OF SUPPLY.

D THE CONTRACTOR SHALL PROVIDE A (1) YEAR REPLACEMENT WARRANTY ON ALL PLANTMATERIAL TO THE OWNER FROM THE DATE OF SUBSTANTIAL PERFORMANCE.

E SUBSTITUTIONS:THE CONTRACTOR SHALL NOT SUBSTITUTE PLANT MATERIAL OR PRODUCTS WITHOUT THEWRITTEN CONSENT OF CONTRACT ADMINISTRATOR. THE CONTRACTOR WILL BE RESPONSIBLEFOR THE REMOVAL AND REPLACEMENT OF ANY UNAPPROVED SUBSTITUTIONS.

F SEEDED LAWN:ALL SEEDED LAWN SHALL BE PARK INTERIOR LAWN SEED SUPPLIED BY EVERGRO (250-765-0290)AT A SEED RATE OF 250 KG/HA.

459.75

460.00

(458.80) (459.00) (460.00) (460.40)

(459.10)

(458.70)

(460.00)

460.09

459.92 459.62

HP OF SWALE 460.06

2.3%

460.06

1.3%

1%1%

33%

33%

20%

459.92

460.09

459.927.

3%

459.90

4.2%

(359.60)

459.00

459.25

459.50459.75

460.00460.25

460.50

460.75461.00

461.25(459.75)

(458.97)

459.92

(459.75) (460.92)

(460.19)

(459.18)

LIM

IT O

F W

OR

K

LIMIT OF WORK

LIMIT OF WORK

LIM

IT O

F W

OR

K

HP 460.06

460.09

(460.92)

1.3%

GRADINGPLAN

1:125

L-2

LEGEND:

NO

T FO

R C

ON

STRU

CTI

ON

NORTH

DESIGN BY

DRAWN BY

CHECKED BY

PROJECT NO.

SCALE

SHEET TITLE

SHEET NO.


REVISIONS / ISSUED:


CLIENT:


PROJECT:

LP

LP

KN

16-029

1 SEPT09/16


2 SEPT12/16


3 SEPT19/16


4 SEPT23/16

ISSUED FOR TENDER

CENTERLINE OF SWALE

1L-2

GRADING PLAN

EXISTING SPOTELEVATION

PROPOSED SPOTELEVATION

DIRECTION OF DRAINAGE

GRADING NOTES:

A SUBGRADE: PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL ENSURE REQUIRED SUBGRADES ARE

ACHIEVED IN ALL CONDITIONS SUCH THAT THE SPECIFIED FINISHED GRADE OF HARD AND SOFTLANDSCAPING ARE FLUSH W/ ADJACENT SURFACES.

B ROUGH GRADING:ALL HARD AND SOFT LANDSCAPING FINISHES SHALL BE COMPLETED AS A PART OF THIS CONTRACT.CONTRACTOR SHALL MEET ALL FINISHED GRADES AS SHOWN ON THE GRADING DRAWINGS.

C SUBGRADE EXCAVATION: SUBGRADE EXCAVATION AND COMPACTION FOR THE FOLLOWING AREAS ARE REQUIRED. THE

CONTRACTOR SHALL ENSURE ALL REQUIRED SUBGRADE DEPTHS ARE ADEQUATE PRIOR TO PROCEEDINGWITH THE FINE GRADING. THE CONTRACTOR SHALL INFORM THE CONTRACT ADMINISTRATOR IFSUBGRADES HAVE NOT BEEN ACHIEVED IN BOTH HARD AND SOFT LANDSCAPING AREAS. REQUIREDSUBGRADE DEPTHS ARE AS FOLLOWS:

CONCRETE PAVING: 350mm (14")ASPHALT PAVING: 150mm (6")

RESEEDED DAMAGED TURF: 100mm (4")D DRAINAGE: ALL PROPOSED PAVING AND SOFT LANDSCAPING SHALL SMOOTHLY CONFORM TO EXISTING ADJACENT

FEATURES & DRAINAGE STRUCTURES. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ON ALL HARD ANDSOFT LANDSCAPING.

E GRANULAR BASE:DEPTHS, MATERIALS AND COMPACTION SHALL MEET THE MINIMUM REQUIREMENTS SHOWN ON THEDETAILS AND SPECIFICATIONS.

F PLACEMENT OF STOCKPILED TOPSOIL: THE CONTRACTOR SHALL PLACE THE STRIPPED TOPSOIL AT THEFOLLOWING MINIMUM DEPTHS:

SEEDED TURF: 100mm (4")G FINISHED GRADING:

ALL HARD AND SOFT LANDSCAPING SHALL BE COMPLETED AS A PART OF THIS CONTRACT. THECONTRACTOR SHALL MEET ALL FINISHED GRADES AS SHOWN ON THE GRADING DRAWINGS.

EXISTING CONTOUR

PROPOSED CONTOUR

HIGH POINT

CONSTRUCTIONDETAILS

AS SHOWN

L-3

NO

T FO

R C

ON

STRU

CTI

ON

DESIGN BY

DRAWN BY

CHECKED BY

PROJECT NO.

SCALE

SHEET TITLE

SHEET NO.


REVISIONS / ISSUED:


CLIENT:


PROJECT:

LP

LP

KN

16-029

1 SEPT09/16


2 SEPT12/16


3 SEPT19/16


4 SEPT23/16

ISSUED FOR TENDER

ELEVATION:

PLAN:

1 GATE FRAME: 41mm Ø SCHEDULE 40 PIPE, W/ WELDEDCORNERS AND MIDRAIL. GALV. AFTER FABRICATION.FRAME AND GATE HARDWARE TO FIT WITHIN THE1.2m OPENING

2 GATE & CORNER POST: 89mm Ø SCHEDULE 40 PIPEW/ EYE CAP

3 LINE POST: 60mm Ø SCHEDULE 40 PIPE W/ EYE CAP4 TOP RAIL: 33mm Ø SCHEDULE 40 PIPE5 TENSION BAR W/ FASTNERS6 MID RAIL: 33mm Ø SCHEDULE 40 PIPE7 CONNECTION HARDWARE (SEE MFR. SPECS)8 3-PIECE DROP LATCH9 HINGE10 CHAINLINK FABRIC11 5mm TENSION WIRE, ATTACHED TO MESH WITH

ALUMINUM WIRE TWISTS @ 400mm O.C.12 CHAINLINK C.I.P CONCRETE BASE (SEE DETAIL)

NOTESA POST & FITTINGS AND MESH MUST BE VINYL

COATED AND BLACK IN COLOURB FABRIC SHALL BE 50mm MESH OPENING & 6 GAUGEC GATE & CORNER POST LOCATIONS SHALL BE

APPROVED BY LANDSCAPE ARCHITECT PRIOR TOFINAL INSTALLATION

1200

1200

2400

50

8903.0M MAX.

1 2 3

1 2 34

8

5

6

9

10

11

12

90

7

8901800

150

200

300 Ø

850

MIN

. 250

1 3

1 C.I.P CONCRETE PAVING (NIC)2 GRANULAR BASE

(COMPACT TO MMCD SPEC.)3 ISOLATION JOINT (NIC)4 300mm WIDTH C.I.P CONCRETE

BAND5 FENCE POST (SEE DWGS. FOR

LAYOUT AND SPACING)(COMPACT TO MMCD SPEC.)

6 (2) 10M REBAR CONTINUOUS7 ADJACENT SURFACE

(SEE DWGS.)8 TOP OF CONCRETE FOOTING TO

MATCH FINAL SUBGRADE9 300mmØ CONCRETE FOOTING10 SUBGRADE

(COMPACT TO MMCD SPEC.)10

5

8

6 72

9

4

50MIN.

3L-3

2.4m HT. CHAINLINK FENCE W/ 2.4m HT. ACCESS GATE

2L-3

C.I.P. CONCRETE FENCE BASE W/ BANDING

1 CEDAR STAKE W/ 12mm NOTCH FOR GUYING ASSEMBLY2 NYLON ROPE & POLY MESH STRAP GUYING ASSEMBLY3 ADJACENT HARD SURFACE

(SEE DWGS.)4 TRUNK FLARE5 50mm MINIMUM DEPTH 'OGOGROW' MULCH OR

APPROVED EQUAL.6 PLANTING BED GROWING MEDIUM SURROUNDING

PLANT AS SPECIFIED7 ROOTBALL8 PLACE TREE ON UNDISTURBED SUBGRADE OR

COMPACTED GROWING MEDIUM9 COMPACTED SUBGRADE

(COMPACT TO MMCD SPEC.)

NOTES:A REMOVE THE WIRE BASKET

COMPLETELY FROM THEROOTBALL. REMOVE THE STRING& BURLAP FROM THE TOP HALF

B KEEP ROOTBALL MOIST PRIOR TOPLANTING & SATURATE TREESAUCER IMMEDIATELY AFTERPLANTING

C TREE SHALL HAVE A STRONGSINGLE LEADER FOR ACCEPTANCE

D PRUNE ONLY TO REMOVE DEAD,DAMAGED & INTERFERINGBRANCHES

E STAKE TREES AS SPECIFIED ONDWGS.

F ROOT BARRIES: UB-18 BY DEEPROOT OR APPROVED EQUAL.INSTALL IN A CONTINUOUSSQUARE SHAPE PERMANUFACTURERS SPECIFICATIONS

G REMOVE EXCESS SOIL FROM TOPOF ROOT BALL TO EXPOSETRUNK FLARE

H TRUNK FLARE SHALL 25mm MAX.LOWER THAN FINISHED GRADE

9

7

6

54

12

3

8

100

1 ASPHALT PAVING2 45° TAMP3 ADJACENT SURFACE

(SEE DWGS.)4 GRANULAR BASE

(COMPACT TO MMCD SPEC.)5 SUBGRADE

(COMPACT TO MMCD SPEC.)

21 3

5

4

100

50

1L-3

ASHPALT PATH - OPTIONAL

4L-3

CONIFEROUS TREE PLANTING - OPTIONAL

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

BACKSTOP

BE

NC

H

GO

AL POST

GOAL POST

FENCE

EXIT

P A

R

K

D

A

L E

R

O

A

D

DIT

CH

SIDEWALK

BIKE RACKS

SIDEWALK

C

PLAN KAP30526

B

PLAN KAP30526

33

32

31

30

29

28

SITE AREA

P L A N

K A P 5 0 7 5

SITE PLAN OF LOT C SECTION 12

TOWNSHIP 23 OSOYOOS DIVISION YALE

DISTRICT PLAN 30526

PID: 003-902-731

CIVIC ADDRESS: PARKDALE ROAD, KELOWNA, BC

REGISTERED DOCUMENTS:

COVENANT P79346

© COPYRIGHT 2016 VECTOR GEOMATICS LAND SURVEYING LTD.

File: 1600077SitePlan

LEGEND

Major Contour (1m)

Minor Contour (0.25m)

Bottom Slope

Top Slope

www.vectorgeomatics.com

40302050

10

SCALE 1:500

50 Metres

X Fence

Tree

Point 205 (Fd IP)Northing: 5534282.018Easting: 330955.187Elev: 461.7001

Note: Coordinates are UTM Zone 11 NAD83 CSRS HT2.0 Geoid

RDCO PARKS SUPPLEMENTARY SPECIFICATION

DEMOLITION AND SALVAGE SECTION 02 41 14-S

PAGE 1 OF 4 2016

1.0 GENERAL 1. Section 02 41 14-S refers to those portions of the work that

are unique to the salvage, demolition and/or removal of existing site items and materials. This section must be referenced to and interpreted simultaneously with all other sections pertinent in the works described herein.

1.1 Related Work .1 Environmental Protection Section 01 57 01 .2 Shrub and Tree Preservation Section 31 11 41 .3 Clearing and Grubbing Section 31 11 01 .4 Site Grading Section 31 22 01 .5 Excavating, Trenching and Backfilling Section 31 23 01 .6 Dust Control Section 31 15 60 .7 Topsoil and Finish Grading Section 32 91 21

1.2 Demolition .1 Dispose of all demolished items and materials off-site unless specified otherwise in the Contract Documents.

.2 Except as specified in the Contract Documents disposal of

demolished items and materials on Regional District property will not be permitted without the written approval of the Contract Administrator.

.3 Dispose demolished items and materials on non-Regional

District property only upon approval from property owner and provided it is legal and all necessary permits and approvals have been obtained and all necessary fees paid.

1.3 Salvage .1 Salvage work includes the removal, protection, transport and storage of salvaged items and materials identified in the Contract Documents.

.2 Unless specified otherwise in the Contract Documents or

approved by the Contract Administrator, all items and materials identified for salvage become property of Owner.

.3 Except as indicated in the Contract Documents salvage work

will be the responsibility of the Contractor. .4 Except as specified in the Contract Documents for re-use or

stockpiling, remove and store salvaged items and materials off-site



PAGE 2 OF 4 2016

1.4 Protection of Work,

Property and Public .1 Comply with General Conditions, Clause 4.3, Protection of

Work, Property and Public.

1.5 Approvals, Permits and Fees

.1 Comply with General Conditions, Clause 20, Laws, Notices, Permits and fees.

1.6 Measurement and Payment

.1 Payment for salvage includes the dismantling, protection, transport and storage or stockpiling of the salvaged items and materials. Payment for salvage will be made by separate item and material as shown on the Schedule of Quantities and Prices.

.2 Payment for demolition includes demolition, transport and

disposal of all items and materials shown on the Contract Drawings. Payment for demolition will be made by separate item and material as shown on the Schedule of Quantities and Prices.

.3 No payment will be made for demolition, removal or disposal

of items and materials not shown in the Schedule of Quantities and Prices or in excess of the features and limits shown on the Contract Drawings.

.4 All costs incurred as a result of unauthorized and illegal

demolition, removal or disposal are the responsibility of the Contractor.

2.0 PRODUCTS

NOT USED

3.0 EXECUTION

3.1 Preparation .1 Prior to demolition and salvage verify locations and limits of items and materials to be removed and identify methods to undertake dismantling, protection, removal, storage and disposal.

.2 Protect existing features and surfaces not scheduled for

removal from damage. .3 Coordinate scheduling of demolition and salvage with related

work.

3.2 Demolition .1 Decommission utilities and irrigation system prior to demolition and salvage.

.2 Take care to limit impacts of demolition work to the site of the

feature being demolished or to the extent of the demolition area shown on the Contract Drawings.



PAGE 3 OF 4 2016

.3 Time is of the essence in demolition and removal of items and

materials. .4 Report any hazardous materials to Contract Administrator.

3.3 Salvage .1 Dismantle salvage items with care to prevent structural and cosmetic damage to the items.

.2 Keep all components, fittings and appurtenances of salvage

items together. .3 Remove salvaged items and materials to storage and stockpile

sites as soon as possible after dismantling.

3.4 Storage and Stockpiling

.1 Store salvaged items and materials that are to be permanently removed from the site at the locations indicated in the Contract Documents.

.2 Store salvaged and stockpiled materials that are to be re-used

on the site at on-site locations approved by the Contract Administrator and/or at off-site locations provided by the Contractor.

.3 For items and materials to be stored at Regional District

facilities off-site, coordinate timing and location of storage at those sites with the Contract Administrator 72 hours in advance of delivery to storage site.

.4 The Contractor shall be responsible for the protection and

security of re-used items and stockpiled materials from weather, erosion, damage, theft and vandalism.

3.5 Disposal .1 Dispose of demolished items and materials work progresses and do not accumulate.

.2 Fires and burning of demolished material on-site is not

permitted without approval of the Contract Administrator. All fires to conform to Provincial, Regional and Municipal regulations.

.3 Handle and dispose of hazardous materials in accordance with

Provincial, Regional and Municipal regulations. .4 Make all effort to recycle materials wherever possible.

3.6 Clean-up and Restoration

.1 Leave location of removed items and materials in a condition suitable for immediate follow-up of related work.



PAGE 4 OF 4 2016

.2 If no other improvements are scheduled for salvaged and

demolished locations, restore them to a grade and surface that existed prior to demolition and salvage and/or that matches the condition of adjacent undisturbed areas.

END OF SECTION 02 41 14-S


CONCRETE WALKS, CURBS AND GUTTERS SECTION 03 30 20-S

PAGE 1 OF 1 2016

1.4 Measurement and

Payment .1 Replace clause with: “Payment for excavation, embankment fill (subgrade fill) and

subgrade preparation under concrete walks, curbs and gutters will be made incidental to payment items in Section 31 22 01 as shown in Schedule of Quantities and Prices.”

.10 Add clause: “Payment for special effects will be incidental to payment for

work described in this section unless specifically listed otherwise in the Schedule of Quantities and Unit Prices and specified hereunder”.

2.1 Materials .5.1 Hand-formed and hand-placed concrete:

Replace “Minimum cement content: 35 kg/m3.” with:

“Minimum cement content: 335 kg/m3.”


RDCO PARKS SUPPLEMENTARY

SPECIFICATION CAST-IN-PLACE CONCRETE

SECTION 03 30 53-S PAGE 1 OF 1

2016

1.0 GENERAL .1 Replace clause with:

“Section 03 30 53 refers to those portions of the cast-in-place

work that are unique to the construction of pavements, sidewalks, curbs and gutters, manholes and catchbasins, concrete works associated with the installation of watermains and sewers, cast-in-place manholes, small valve chambers, storm sewer end walls, stairs less than 4 risers in height, retaining walls up to 1.2m height and footings unrelated to buildings or engineered structures.”

.2 Replace clause with: “This Specification is NOT to be used for any structural

facilities such as buildings, bridges, retaining walls greater than 1.2m height, or any similar structures requiring site specific structural engineering design.”

1.1 Related Work .10 Add clause:

“Concrete Walks, Curbs and Gutters Section 03 30 20”


.6 Add clause: “Payment for concrete colouring, admixtures and finishes will

be incidental to payment for work described in this section unless specifically listed otherwise in the Schedule of Quantities and Unit Prices and specified hereunder”.

.7 Add clause: “Payment for test panels will be incidental to payment for work

described in this section unless specifically listed otherwise in the Schedule of Quantities and Unit Prices and specified hereunder”.

1.6 Inspection and

Testing .4 Add clause: “For concrete finishes specified on the Contract Drawings for

test panels, prior to start of work covered by this Section prepare test panels of the finish for review and approval of a preferred finish by the Contract Administrator. Retain approved sample on site as reference standard for concrete finishing.”

2.3 Forms .2 Replace clause with:

“Free from surface defects for all concrete faces exposed to

view except as otherwise specified in the Contract Docuemnts.”



AGGREGATES AND GRANULAR MATERIALS SECTION 31 05 17-S

PAGE 1 OF 1 2016

2.13 Crusher Chips .1 Add clause:

“Crusher Chip: Fine aggregate 10mm (1/2” minus) which is a by-product of crushing gravel. The supplier and colour as noted on the Contract Drawings.”



SITE GRADING SECTION 31 22 01-S

PAGE 1 OF 1 2016

1.4 Measurement and

Payment .1 Replace clause with:

“Measurement for topsoil stripping including stockpiling for re-use will be made on an area basis for the stripped areas and depths shown on Contract Drawings.”

.5 Replace clause with: “Preparation including compaction where applicable of

subgrade prior to placing of topsoil or fill material will only be carried out upon specific instruction of Contract Administrator or as noted on the Contract Drawings.”

3.6 Drainage Control .1 Add clause:

“Provide proper water management and drainage of the site

during construction including areas immediately adjacent to the limit of work. Include silt traps, erosion control measures, temporary water collection ditches, as well as their adequate maintenance during construction period.”



CHAIN LINK FENCES AND GATES SECTION 32 31 13-S

PAGE 1 OF 2 2016

1.5 Measurement and

Payment .1 Replace clause with: “Payment for chain link fences will be made by separate items

for each height and type. Payment includes supply of all materials and complete installation as shown on Contract Drawings. Measurement will be made along the surface of the ground for each length of fence installed.”

3.2 Installation of Fence .2 Replace clause with:

“Excavate post holes to dimensions shown on Contract

Drawings.” .3 Replace clause with: “Space line posts a maximum of 3m apart or as indicated on

Contract Drawings, measured parallel to the ground surface.” .5 Replace clause with: “Install additional straining posts at sharp changes in grade

where shown on Contract Drawings and as directed by the Contract Administrator.”

.8 Replace clause with: “Place concrete in post holes then embed posts into concrete

to depths shown on Contract Drawings. Brace to hold posts in plumb position and true to alignment and elevation until concrete has set.”

.12 Replace clause with: “Install top rail, mid rails and bottom rails between posts and

fasten securely to terminal posts. Secure waterproof caps and overhang tops. Connect rails with slip-on sleeves. Use expansion springs at 40m spacing.”

.15 Replace clause with: “Secure fabric to top rails, mid rails, bottom rails, line posts

and bottom tension wire as detailed on Contract Drawings. Give tie wires minimum two twists”

3.3 Installation of Gates .1 Add clause:

“Install gates in locations shown on Contract Drawings.” .2 Add clause: “Level contours between gate posts and set gate bottom

approximately 50 mm above ground surface.”


CHAIN LINK FENCES AND GATES SECTION 32 31 13-S

PAGE 2 OF 2 2016

.3 Add clause: “Determine position of centre gate rest for double gate. Cast

gate rest in concrete as directed. .4 Add clause: “Install gate stops and newel posts where specified.”

3.4 Touch up .1 Add clause: “Clean damaged and dirty surfaces. Use wire brush to remove

loose and cracked coatings.” .2 Add clause: “For galvanized surfaces apply two coats of organic zinc-rich

paint to damaged areas. Pre-treat damaged surfaces according to manufacturer’s instructions for zinc-rich paint.”

.3 Add clause: “Areas where vinyl coating has been removed to facilitate

welding are to be primed and painted to match colour and finish of adjacent vinyl.’

3.5

Cleaning .1 Add clause: “Clean and trim areas disturbed by operations. Dispose of

surplus material as specified in Contract Drawings.”



SPECIFICATION SITE FURNISHINGS


2016

1.0 GENERAL .1 Section 32 37 00-S refers to those portions of the work that

are unique to the supply and installation of site furnishings, including benches, tables, bollards, bicycle racks, drinking fountains, waste receptacles, kiosks, portable planters, railings, sports equipment, play equipment, public art and other site furniture. This section must be referenced to and interpreted simultaneously with all other sections pertinent to the works described herein.

1.1 Related Work .1 Aggregates and Granular Materials Section 01 57 01 .2 Concrete Reinforcement Section 03 20 01 .3 Concrete Walks, Curbs and Gutters Section 03 30 20 .4 Cast-in-Place Concrete Section 03 30 53

1.2 References .1 Refer to the manufacturer’s instructions for installation and maintenance of furnishing.

1.3 Quality Control .1 Damaged, incomplete or unfinished furnishings will not be accepted.

.2 Protect furnishings from damage until date of Total

Performance.

1.4 Samples .1 Provide samples if required.

1.5 Shop Drawings .1 Refer to General Conditions, Clause 5, Shop Drawings.

.2 Detail method of securely fastening furnishing to finished surface or feature.

1.6 Submittals .1 Submittals to be made to Contract Administrator within 5 days of request.

.2 Submit manufacturer’s product data sheets, installation

specifications or maintenance program as required.

.3 Submit Shop drawings as required.

1.7 Interpretation .1 If there is any inconsistency or conflict within or between the provisions of the Contract Documents and the submitted manufacturer‘s information, Contract Administrator will rule on which document takes precedence over the other.

.2 No additional payment will be made to the Contractor for




2016

rectification of the inconsistency or conflict ruled on by the Contract Administrator.


.1 Payment for new furnishings will be for each type specified on Contract Drawings. Payment includes all supply, preparatory work, installation and other incidentals as specified in the manufacturer’s instructions and shown on Contract Drawings.

.2 Payment for relocation of existing furnishings will be for each

type specified on Contract Drawings. Payment includes all removal, storage, preparatory work, and re-installation as shown on Contract Drawings.

.3 Payment for installation of furnishings supplied by others will

be for each type specified on Contract Drawings. Payment includes all preparatory work and installation as shown on Contract Drawings. If payment includes pick up from source and delivery to site it will be indicated on Contract Drawings.

1.9 Inspection and Testing

.1 Refer to General Conditions, Clause 4.12, Inspections.

2.0 PRODUCTS

2.1 Materials .1 As specified on Contract Drawings. .2 As specified on submitted product data sheets, installation

specifications or maintenance program.

3.0 EXECUTION

3.1 Product Assembly .1 Assemble furnishing and components thereof as specified by the manufacturer or as shown on Contract Drawings.

3.2 Product Placement .1 Install furnishing in the location and along the lines and offsets shown on Contract Drawings.

3.3 Embedded Furnishings

.1 Excavate footing hole as shown in Contract Documents. .2 As required set furnishing or fastening device in hole and

brace to ensure it will remain in position and plumb during backfilling.

.3 Backfill hole with concrete. Tamp full depth of concrete with a

still rod or mechanical vibrator to eliminate air voids and provide secure seal with furnishing or fitting.




2016

.4 As required set furnishing or fastening device in concrete.

Tamp concrete around furnishing or fitting with a steel rod to provide secure seal with furnishing or fitting. Except as specified otherwise extend concrete 25 mm above finished grade and slope concrete to drain away from furnishing or fitting.

.5 Brace furnishing or fastening device in plumb position and true

to alignment and elevation until concrete has set.

.6 Finish concrete as shown on Contract Drawings.

.7 As required place and secure furnishing to fastening device.

3.4 Fastened Furnishings .1 Prior to installation obtain approval from Contract Administrator for the receiving surface the furnishing is to be fastened into or onto.

.2 Prepare surface to be fastened. Preparation may include

cleaning, setting level or plumb, grinding, drilling, coring or other work shown on Contract Drawings.

.3 Place and brace furnishing or fastening device to the receiving

surface and maintain until the furnishing is installed.

.4 As required place and secure fastening device to receiving surface as shown on Contract Drawings.

.5 As required place and secure furnishing to fastening device or

receiving surface as shown on Contract Drawings.

3.5 Clean-up .1 Remove all packaging, extraneous materials and debris resulting from furnishing installation.

.2 Wipe down furnishing free of dust, soil, salts, concrete residue,

adhesives, solvents, sealants, wet paints, hydraulic seeding mulch, water residue and other matter.

.3 Smooth out surface of furnishing to eliminate rough edges,

burrs and splinters.

.4 Apply touch up paint as required according to manufacturer’s specifications.

3.6 Maintenance .1 Maintain furnishings until date of Total Performance. .2 Maintenance practices include clean-up and repair or

replacement of furnishings and parts or components thereof that are broken, damaged, failing or hazardous.




2016

3.7 Guarantee .1 A one-year guarantee period will apply as standard for sports and play equipment. Contractor to guarantee all materials and workmanship for a period of one full year from date of Total Performance, unless specified otherwise in Contract Documents.

.2 Guarantee includes replacing play equipment and parts or

components thereof determined by the Contract Administrator to be broken, damaged, failing or hazardous during guarantee period. Replacements and repairs to be made as soon as possible after notification by Contract Administrator, and conditions of guarantee will apply to all replacement furnishings and parts or components thereof for one full year from the date of replacement or repair.

.3 Guarantee will not apply to furnishings damaged after Total

Performance by causes beyond Contractor’s control, such as vandalism, “acts of God”, “excessive wear and tear”, abuse or maintenance contrary to the manufacturer’s submitted maintenance program.



TOPSOIL AND FINISH GRADING SECTION 32 91 21-S

PAGE 1 OF 3 2016

1.3 Source Quality

Control .1 Replace clause with: “Within 5 days of receiving Notice to Proceed advise the

Contract Administrator of the location of each proposed source of supply of growing medium. Make proposed sources of supply available to Contract Administrator for viewing and sampling. Allow an additional 20 days for the Contract Administrator to have proposed growing medium analysed before delivery to site.”

.3 Add clause: “Do not supply or place growing medium and amendments

that will not or do not meet the physical and chemical properties described in this Section without the prior written approval of the Contract Administrator”.

.4 “After all growing medium is placed allow 30 days for the

Contract Administrator to have placed growing medium sampled and analysed before determining if the growing medium is compliant with this Section and if a full or partial payment for supply and placement of growing medium is owed to the Contractor.”

1.4 Measurement and

Payment .1 Replace clause with: “Payment for growing medium, imported topsoil and re-use of

native topsoil will be made separately for each type of growing medium and topsoil specified, and includes supply of materials, on-site handling, placement to thickness specified, finish grading and application of fertilizers, organic material and other amendments. Payment for growing medium, imported topsoil and re-use of native topsoil will be by actual area provided.”

.2 Replace clause with: “Payment for topsoil and finish grading will be withheld

pending Contract Administrator’s review of the soil analysis results.”

.3 Replace clause with: “If analysis of placed growing medium indicates that the

physical or chemical properties of the material varies from the limits and ranges specified in this Section, the Contract Administrator may do one of the following:

.1 Require removal and replacement of growing medium that

does not meet the limits and ranges specified in this Section. No additional payment will be made for removal, replacement, repair or adjustment of growing medium or other work, including removal and replacement of plant



PAGE 2 OF 3 2016

material and irrigation components, that is or may be impacted by removal and replacement of unsuitable growing medium.

.2 Require the application and incorporation of soil

amendments to enable the soil to meet the physical and chemical requirements specified in this Section.

.3 Accept the work at a reduced price determined by the

Contract Administrator.” .4 Add clause: “Payment for excavation, screening and stockpiling of native

topsoil will be made under Section 31 22 01 – Site Grading.”

2.10 Table 2 Replace Table 2 with: “Table 2: Properties of Growing Medium for Different Applications

Tree Pits & High Planting Low Traffic Traffic Beds & Naturalized Naturalized Lawn Areas Lawn Areas Planters Grass Beds Particle Size (% of dry weight)

Gravel >2mm . . . . . . . . . 0-5 0-5 0-5 0-10 0-10 Sand 0.05mm-2mm . . . . 50-70 80-90 50-70 30-70 30-70 Silt 0.002mm-0.05mm . . 10-25 5-15 10-25 15-50 15-50 Clay <0.002mm . . . . . . . 0-20 0-5 0-20 15-30 15-30 Silt + Clay . . . . . . . . . . . 25 max 15 max 25 max 60 max 60 max

Acidity (pH) . . . . . . . . . . . . 6.0-7.0 6.0-7.0 5.5-7.0 6.0-7.0 6.0-7.0 Organic Content . . . . . . . . . . 3-5 3-5 15-20 5-10 10-15” (% of dry weight)

2.11 Compost .1 Add clause: “Be substantially free from all viable weed and invasive plants

and their seeds or other plant reproductive parts, coliform, pathogens, and chemical or organic contaminants that may be detrimental to plant or animal life.”

.2 Add clause: “Contain less than 0.5% by volume of contaminants such as

rock, plastic, metal or glass.” .3 Add clause: “Be leached, as required, of excess water soluble salts to a

level of 3.0 milliohms/cm or less, with fresh water from irrigation or precipitation prior to planting.



PAGE 3 OF 3 2016



SEEDING SECTION 32 92 20-S

PAGE 1 OF 2 2009

1.3 Scheduling .3 Replace clause with:

“Plan, schedule and execute work to ensure a supply of water

for grass germination and growth in adequate amounts and at adequate pressures and frequencies for satisfactory irrigation of seeded areas.”

1.6 Samples .2 Add clause: “Retain and submit order forms and original product containers

for all seed used in the performance of work until examination by Contract Administrator to confirm type and quantity of seed applied.”

1.7 Site Examination .2 Add clause: “Before starting work obtain Contract Administrator’s approval

of surfaces to be seeded.”

3.1 Finish Grade Preparation

.4 Replace clause with: “Loosen surfaces of areas that are excessively compacted by

means of thorough scarification, discing, harrowing or tine drilling, to minimum 150mm depth, or as directed by Contract Administrator.”

3.2 Seeding - General .1 Add sentence: “Seed only when water is available for watering seeded areas

to meet requirements of Grass Maintenance per 3.6 of this Section.”

.3 Replace clause with: “Rates of Application: rates of application of fertilizers. Seed

mixtures, mulch and other components to be as specified in Contract Drawings or as based on analysis of season, climate, terrain, soil and establishment maintenance conditions affecting project.

3.5 Clean-up .2 Add clause: “Do not clean-up original product containers until examination

by Contract Administrator is complete per 1.6 of this Section.”

3.6 Grass Maintenance .2.2 Replace clause with:


SEEDING SECTION 32 92 20-S

PAGE 2 OF 2 2009

“Water when required and with sufficient quantities to

ensure grass germination and to prevent grass and underlying soil from drying out.”

.2.6 Replace clause with: “Protect all seeded areas with warning signs, temporary

fences or temporary wire or twine fences, other necessary means.”

.2.7 Add clause: “For areas seeded with wildflowers or planted with

seedlings mow as directed by the Contract Administrator.”

3.7 Conditions for Total Performance

.1.5 Replace clause with: “Seeded areas have been mown to a height of 38mm a

minimum of:

.1 Three times for sportfields and high traffic lawn areas

.2 Two times for low traffic lawn areas

.3 One time for areas of reclamation and naturalization With the last mowing being within 48 hours of inspection

for acceptance.” . 1.6 Replace clause with: “Grasses established in sufficient density that no surface

soil visible when mown to a height of 50mm when viewed from 2.0m away for lawn areas and 3.0m away for other seeded areas.”



PLANTING OF TREES, SHRUBS AND GROUNDCOVERS


2016

1.9 Measurement and

Payment .1 Replace clause with: “Payment for trees, shrubs, groundcovers and perennial plants

will be for each plant of the size and species specified on Contract Drawings. Payment includes all preparatory work, supply and planting plants, growing medium for tree pits, and staking and guying as applicable and other incidentals as specified under Section 32 93 01 including maintenance to meet Conditions of Total Performance.”

.2 Replace clause with: “Payment for tree rings, tree grates and tree guards includes

supply, preparation, finishing, installation, fittings and incidentals, as shown on Contract Drawing.”

.3 Add clause: “Payment for root barrier will be for each type and size

supplied and installed as shown on Contract Drawings.” .4 Add clause: “Payment for mulch includes supply and placement of mulch to

specified thickness and hand or mechanical edging of mulched beds.”

2.1 Plant Material .1 Add sentences: “Submit written requests for plant material substitutions to the

Contractor Administrator for review within 20 days of receiving Notice to Proceed. Provide explanation for requested substitution and evidence that the plant material is not available within 500km of the site.”

.2.12 Replace clause with: All trees and plants to be inspected by Contract

Administrator upon delivery to site and prior to planting.

2.4 Mulch .1 Replace clause with: “Mulch to be ‘Ogogrow’, by City of Kelowna landfill operations,

free of all soil, stones, sticks, roots or other extraneous matter.”

3.7 Mulching .2 Replace clause with: “Ensure minimum depth of mulch is 50mm after settlement.”


PLANTING OF TREES, SHRUBS AND GROUNDCOVERS


2016


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