HomeMy WebLinkAbout2001-153 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
BY-LAW 2001- 153
Being a By-law to authorize a contract between the
Corporation of the Municipality of Clarington and Ron Robinson Ltd, Bowmanville,
Ontario, for the Bowmanville Memorial Park Spray Pad
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON HEREBY ENACTS
AS FOLLOWS:
1. THAT the Mayor and Clerk are hereby authorized to execute, on behalf of the
Corporation of the Municipality of Clarington with the Corporation Seal, a contract
between Ron Robinson Ltd., Bowmanville, Ontario, and said Corporation; and
2. THAT this agreement attached hereto as Schedule "A" form part of this By-law.
By-law read a first and second time this 10th day of September, 2001.
By-law read a third time and finally passed this 10 cn day of September, 2001.
John Mutton, Mayor
a i Barrie, Clerk
CONTRACT DOCUMENTS
for
BOWMANVILLE MEMORIAL PARK
-- SPRAY PAD
BOWMANVILLE, ONTARIO
Owner: The Corporation of The Municipality of Clarington
- 40 Temperance Drive
Bowmanville, Ontario
L1C 3A6
Contractor: Ron Robinson Ltd.
- 3075 Maplegrove Road
Bowmanville, Ontario
L1C 3K4
Consultant: Cosburn Giberson Landscape Architects
7270 Woodbine Avenue, Suite 100
Markham, Ontario
L3R 4139
Project: 01-1636
Date: August 2001
CONTRACT DOCUMENTS
for
BOWMANVILLE MEMORIAL PARK
SPRAY PAD
BOWMANVILLE, ONTARIO
Owner: The Corporation of The Municipality of Clarington
40 Temperance Drive
Bowmanville, Ontario
L1C 3A6
Contractor: Ron Robinson Ltd.
3075 Maplegrove Road
Bowmanville, Ontario
11C 3K4
Consultant: Cosburn Giberson Landscape Architects
7270 Woodbine Avenue, Suite 100
Markham, Ontario
1-3114139
Project: 01-1636
Date: August 2001
09!24/01 11ON 15:21 FAX 905 697 0581 RON ROBINSON LTD 1&006
-r
Certificate No. 32
MORRIS & MACKENZIE INC.
CERTIFICATE OF INSURANCE
.SLptemi.er 76� 711Q,Y DATE OF ISSUE
CERTIFY TO: The Municipality Of Clarington
40 Temperance Street
Bowmanville, Ontario
L1C 3A6
INSURED: Ron Robinson Limited
This certificate is only a statement of the existence of the policy or policies of insurance herein referred to and neither affirmatively
nor negatively amends,extends,or alters the coverage afforded by and policy described herein.
INSURING CONTANIES POLICY NO. EXPIRY DATE
A. General Liability: Zurich Canada 20450 March 31,2002
B. Automobile: Zurich Canada AF9993999 March 31,2002
C. Excess Liability: Zurich Canada 20451 March 31,2002
D. Other:
COVERAGES:
This is to certify that policies listed above have been issued to the insured named above for the.policy term indicated. The insurance
afforded by the policies described herein are subject to all the terms,exclusions, limits and conditions of such policies.
EACH OCCCTR E NCE AGGREGATE
A_ GENERAL LIA DUTY-(covering all operations of the
Named insured)
(X)Comprehensive Form $1,000,000. $1,000,000.
(X)Occurrence Form
(X)Products/Completed Operations
(X)Blanker Contractual Liability
(X)Owners&Contractors Protective
(X)Non-Owned Automobile
(X)Cross Liability
(X)Contingent Employers Liability
(X)Personal Injury
(X)Broad Form Property Damage
(X)Tenants Legal Liability Form Fire A/R Limit$400,000.
B. AUTOMOBILE
(X)Third Party Liability/Bodily Injury $1,000,000_
Direct Compensation/Property Damage
(X)Accident Benefits(mandatory limits)
( )Accident Benefits(optional limits)
(X)Collision or Upset S(Ded.)
(X)Comprehensive/All Perils/Specified Perils S(Ded.)
(X )OPCF 44-Family Protection Endorsement
(X)OPCF 2 l-Blanket Fleet Basis Endorsement
C. EXCESS LIABILITY:
(X)Umbrella Form $4,000,000. $4,000,000.
( )Other Than Umbrella Form $ S
D. Other: S $
DESCRIPTION OF CONTRACT: Bowmanville Memorial Park Spray Pad. The Municipality Of
Clarington is added as an additional insured but only with respect to the operation
of Rnn Rnhinnnn T imitvari
CANCELLATION:
Should any of the above described policies be terminated before the expiration date thereof,the insuring company will endeavour to
mail 30 days notice to whom this certificate is issued,but failure to mail such notice shall impose no obligation or liability of any
kind upon the company,its agents or representatives.
MORRIS 8c MACIGENZIE INC.
Per Q"" 412' E Authorized Representative
Tina McCue
2 Sheppard Avenue East,20'Floor
Toronto Ontario M2N SY7
Telephone:(416)221-9840 Fax:(416)221-4905
09!24/01 MON 15:20 FAX 905 697 0581 RON ROBINSON LTD 1�jo05
Work lam Safety tz
MS - 200 FRONT STREET WEST Clearance Certificate
�a TORONTO, ONTARIO Certificat de d6char e
mneee aoddcC�te dv tra�aii M5V 3.TZ (416) 344-2012
The Workplace Safety and insurance Hoard (WSIB)
heroby waives its rights under Section 141 of the
Workplace Safety and Insurance Act to hold the
Principal, -that is in a contractual agreement with
the Contractor named, liable for any Section 141
CONTRACTOR liability of the Contractor for premiums and levies
L `ENTREPRENEUR of the WSiB owing now of Within 80 days from the
date of this Certificate
RON ROBZNSON LIMITED Par la prd dente, In Commission de la s6Curiid
3075 MAPLE GROVE RD professionnelle at ('assurance contra lees accidents
ROidWMANVZ'LLE DN du travail (CSPAATI renonae auz drolts ciui lui &ant
L1 C 3.K4 coriffir" on vertu de I'article 141 de la lei sur la
s6curit6prafessionnelle at !'assurance contre les
accidents au travail vt qui i'autorisent d tenir
{'entrepreneur principal, qui a signik une entente
contractualle aver Ventrepreneur dart le nom
figuresur le pr6sent certific:at, responsable du `
paiement de tout prima ou de toute Somme que
1'entrepreneur eat ;emu de verses A is CSPAAT
irnm4ciliaternent ou dans les BO jours suivarn In date
indiquoa sur ce certificat.
THZS CER72FICATE IS VALID FOR ALL CONTRACTS OF
THE NAMED CON'T'RACTOR DURING THE EFPZC7 ZVE PERIOD
LE PRESENT C'ERTIFIC AT £ST VALIDE POUR TOUS LES c0h* XMTS PASSES PAR
LEDZT ENTREPRENEEM P)MLIANT LA pERIoDE D`APPLICATION DD CERTIFICAT
Valid ordy when alomad by ah authodud Officer of the W3113,
Noo v mmrs ra.ir wfW v d'un m"ftt#WgVW Os is C5P,w4 T.
�t yam:
ACCOUM No.1 N•as Comoro Flan No.I /V•o'em apae - -
1608002 211725C
f
Rate) rovr Deswiptlon Race/ 7sur O"efttian
4121001 HIGHWAYSISTREETSIS 412200 WATERWORKS AND SEi
4324002 POWER TRANSMZSSZ0X 4215060 RQUXPMEN'1' R ?TA.L
carmact D9svrlption I ofeadotion Al comsat Cardtieate No.I AO err eerrrr+ast
201324336
Concaei the WSM it wu question tine retiair of this:docionam.
Vevplrr COO"-W1%*W*Wd-'is CS/AA7 d WOWS dourer dr Ie-Sh; r2 dio DiUsnr dppsnenr.
0190C (07/99)
> TOTAL PAGE.01fc
Standard Construction Document-CCDC 4
AGREEMENT BETWEEN OWNER AND CONTRACTOR
for use when unit prices form the basis of payment
and to be used only with the General Conditions
of the Unit Price Contract
This Agreement made this 25 day of September
in the year Two Thousand and One
by and between
The Corporation of The Municipality of Clarington
hereinafter called the "Owner"
and
Ron Robinson Limited
hereinafter called the "Contractor'
witnesses: that the Owner and Contractor agree as follows:
ARTICLE A-1: THE WORK
The contractor shall:
(a) perform the Work required by the Contract Documents for a Spray Pad at Bowmanville Memorial
Park, which have been signed by both the parties, and which were prepared by Cosburn
Giberson Consultants Incorporated acting as, and hereinafter called, the "Engineer" and /or
"Consultant" and/or"Landscape Architect".
(b) do and fulfil everything indicated by this Agreement, and
(c) commence the work b the 15' day of October, 2001 and subsequently perform the Work, as
Y Y � q YP
certified by the Landscape Architect, by the 15" day of December, 2001.
ARTICLE A-2: CONTRACT DOCUMENTS
Page 2
The following is an exact list of the Contract Documents referred to in Article A-1 of this Agreement and
as defined in Item 2 or DEFINITIONS. This list is subject to subsequent amendments in accordance with
the provisions of the Contract and agreed upon between the parties. Terms used in the Contract
Documents which are defined in the attached DEFINITIONS shall have the meanings designated in those
DEFINITIONS.
Contract Agreement (green pages)
Instructions to Bidders (blue pages)
Standard Terms & Conditions, Municipality of Clarington (blue pages)
General Conditions (pink pages)
Supplementary Conditions (yellow pages)
Safety Regulations (green pages)
DIVISION 1 -GENERAL REQUIREMENTS
Section 01005 General Requirements
Section 01020 Allowances
Section 01050 Lines and Levels
Section 01060 Regulatory Requirements
Section 01070 Abbreviations
Section 01200 Site Administration
Section 01300 Submittals
Section 01400 Quality Control
Section 01500 Temporary Facilities
Section 01600 Products and Workmanship
Section 01700 Project Closeout
Section 01710 Cleaning
Section 01740 Warranties
DIVISION 2 -SITE WORKS
Section 02552 Asphalt Paving
Section 02600 Storm Sewer
Section 02630 Manhole and Catchbasin
Section 02640 Sub Drain
DIVISION 3-CONCRETE
Section 03300 Cast in Place Concrete
DIVISION 15 -MECHANICAL
Section 15490 Spray Pad Components and Plumbing
ARTICLE A-2: CONTRACT DOCUMENTS
Page 3
DIVISION 16- ELECTRICAL
Section 16000 Electrical General Requirements
Section 16005 Basic Methods and Materials
LIST OF DRAWINGS
L-1 Landscape Plan
D-1 Details
ARTICLE A-3: CONTRACT PRICE
Page 4
a) The quantities shown in the Schedule of Contract Unit Prices are estimated. The Contract Price
shall be the final sum of the products of the actual quantities that are incorporated in, or made
necessary by the Work, as confirmed by the count and measurement, and the appropriate
Contract Unit Price,together with any adjustments that are made in accordance with provisions of
the Contract Documents.
b) The Estimated Contract Price shall be the sum of the products of the estimated quantities and the
appropriate Contract Unit Prices in the Schedule.
c) Schedule of Contract Unit Prices
Item Description Est. Unit Unit Total
No. Qty, Price
1.0 Site Preparation
1.1 Provide and install 150mm dia. PVC 8.5 LM $ 165.10 $ 1,403.35
storm
1.2 Provide and install catch basin 1 each $ 1,799.97 $ 1,799.97
1.3 Provide and install 100mm dia. 15 LM $ 52.97 $ 794.55
perforated PVC drainage pipe
Subtotal $3,997.87
2.0 Water Play
2.1 Provide and install asphalt paving on 106 m $ 66.12 $ 6,690.72
existing granular base.
2.2 Provide and install 3 spray features, Lump Sum $23,800.37
complete with all necessary plumbing,
mechanical and electrical equipment.
Subtotal $30,491.09
3`0 Totals
3.1 Total Items 1 -2 $ 34,488.96
3.2 GST $2,414.23
3.3 Site Restoration Allowance $1,000.00
3.4 Testing Allowance $1,000.00
3.5 Contingency Allowance $3,000.00
TOTAL CONTRACT PRICE 41 03.19
END
ARTICLE A4: PAYMENT
Page 5
a) The Owner shall pay the Contractor in Canadian funds for the performance of the Contract, the
amounts being determined by actual measured quantities of the individual work items contained
in the Schedule of Contract Unit Prices in Article A-2 (c) of this Agreement, and measured in
accordance with the methods of measurement given in the Specifications.
b) Subject to applicable legislation and the provisions of the Contract Documents, and in accordance
with legislation and statutory regulations respecting holdback percentages and, where such
legislation or regulations do not exist or apply, subject to a holdback of 10%, the Owner shall:
1) Make monthly payment to the Contractor on account of the work performed as certified
by the Landscape Architect, and
2) upon Substantial Performance of the Work as certified by the Landscape Architect pay to
the Contractor the unpaid balance of monies then due.
3) upon total Performance of the Work as certified by the Landscape Architect pay to the
Contractor the unpaid balance of monies then due.
c) In the event of loss or damage occurring where payment becomes due under the Property and
Boiler Insurance policies, payment shall be made to the Contractor in accordance with the
provisions of GC 20-INSURANCE
d) If the Owner fails to make payments to the Contractor as they become due under the terms of the
Contract or in an award by arbitration or court, interest of 10 percent per annum on such unpaid
amounts shall also become due and payable until payment. Such interest shall be calculated and
added to any unpaid amounts monthly.
ARTICLE A-5: RIGHTS AND REMEDIES
a) 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.
b) No action or failure to act by the Owner, Landscape Architect or Contractor shall constitute a
waiver of any right or duty afforded any of them under the Contract, nor shall any such action or
failure to act constitute an approval of or acquiescence in any breach thereunder, except as may
be specifically agreed.in writing.
1
I
ARTICLE A-6: RECEIPT OF AND ADDRESS FOR NOTICES
Page 6
Communications in writing between the parties or between them and the Landscape Architect shall be
considered to have been received by the addressee on the date of delivery if delivered by hand to the
individual or to a member of the firm or to an officer of the Corporation for whom they are intended or if
sent by post or by telegram, to have been delivered within five (5) working days of the date of mailing ,
dispatch or of delivery to the telegraph company when addressed as follows:
The Owner at 40 Temperance Drive
Bowmanville, Ontario
L1 C 3A6
The Contractor at 3075 Maplegrove Road
Bowmanville, Ontario
L1C 3K4
The Landscape Architect at 7270 Woodbine Avenue , Suite 100
Markham, Ontario
L3R 4139
ARTICLE A-7: LANGUAGE OF THE CONTRACT
When the Contract Documents are prepared in both the English and French languages, it is agreed that in
the event of any apparent discrepancy between the English and French versions, the English language
shall prevail.
*Complete this statement by striking out inapplicable term only if the Contract Documents have been
prepared and issued in both official languages of Canada.
ARTICLE A-8: SUCCESSION
Page 7
The general Conditions of the Unit Price Contract hereto annexed, and the other aforesaid Contract
Documents, are to be read into and form part of this Agreement and the whole shall constitute the
Contract between the parties and subject to law and the provisions of the Contract Documents shall inure
to the benefit of and be binding upon the parties hereto, their respective heirs, legal representatives,
successors and assigns.
In witness whereof the parties hereto have executed this Agreement under their respective corporate seals
and by the hands of their proper officers thereunto duly authorized.
SIGNED, SEALED AND DELIVERED
in the presence of:
OWNER
Name: The Corporation of The Municipality of Clarington
Signature:
41 4ii--
� 1 t,
DATE
Tn�R�7P as/o:—!
C CT
Name: Ron Robinson Limited
Signatur
door
` DATE
N.B. Where legal jurisdiction, l o cal practice or Owner or Contractor requirement calls for proof of
authority to execute this document, proof of such authority in the form of a certified copy of a resolution
naming the person or persons in question, as authorized to sign the Agreement for and on behalf of the
Corporation or Partnership,parties to this Agreement, should be attached.
INSTRUCTION TO BIDDERS
Tender#CL2001-30 Page 1
1. Scope of Work
1. Your bid shall include a unit price for all labour, materials, equipment and services
to complete the work described in the specifications, drawings, details and
addenda (if issued).
2. Delivery and Opening of Tenders
1. Tenders, sealed in envelopes provided which shall be clearly marked with the
project title will be received by the Municipality of Clarington before 2:00:00 p.m.
(local time) Friday,June 22, 2001 at the following address:
The Corporation of the Municipality of Clarington
Office of the Clerk
40 Temperance Street
Bowmanville, Ontario
L1C 3A6
2. The use of the mails for delivery of a tender will be at the risk of the tenderer and
delivery by the postal agency or the Government of Ontario or employee of the
agency of the Crown, concerned with the reception or distribution of mail, will
not be regarded as delivery unless the envelope comes into the possession of the
above mentioned representative before said closing time.
3. Preparation of Tenders
1. All tenders must be made upon the standard construction document CCDC 4,
r) 1982, tender form, based on unit prices. The tenderer must give the price for the
s work both in words and in figures.
4. Tender Acceptance and Contract Award
1. As soon as practicable after opening the tenders, the owner will act upon them.
The acceptance of a tender will be notice in writing signed by a duly authorized
representative of the owner, and no other act of the owner shall constitute the
acceptance of a tender. Acceptance of a tender shall bind the successful tenderer
to execute the contract.
2. The tenderer whose tender is accepted will be required to execute the contract
within seven days (excepting Sundays and statutory holidays) after mailing of
notice that the contract documents are available for execution. Failure to do so
shall constitute a breach of the agreement effected by the acceptance of this
tender. In the event that a tenderer, whose tender is accepted, fails or refuses to
execute the contract as hereinbefore provided, the owner may at his option,
determine that such tenderer has abandoned his tender and the acceptance
thereof shall be null and void, and bid deposit will be due to owner.
5. Rejection of Tenders
1. The owner reserves the right to accept any tender or reject all tenders. Without
limiting the generality of the foregoing, any tender which is incomplete,
INSTRUCTION TO BIDDERS
Tender#CL2001-30 Page 2
conditional, illegible or obscure or which contains additions not called for,
reservations, erasures, alterations or irregularities of any kind may be rejected.
6. Discrepancies, Omissions, Interpretations
1. Should a tenderer find discrepancies in or omissions from the contract documents
or be in doubt as to any meaning or have any questions whatsoever in connection
with the tender, they should enquire directly from Kathi Ross of Cosburn/Giberson
Consultants Inc., telephone No. (905) 475-6988. No oral interpretations will be
effective to modify any provisions of the contract documents, unless a written
addendum has been issued by the landscape architect prior to tender closing.
7. Required Information
1. Any Tenderer may be required to supply any or all of the following information
prior to tender award or contract execution.
a) Details of the tenderer's experience including details of the work
performed,for whom and the value.
b) Numbers and functions of personnel to be employed on the work.
c) Proposed construction schedule showing clearly, in the stages, the
proposed progress of the work to the time of completion as stated in the
tender.
d) List of construction equipment to be provided on the work to enable
construction to progress according to the proposed construction schedule.
8. Bid Security
1. A bid deposit is required with this tender. Deposit shall be in the form of a
certified cheque by the bank on which it is drawn, bank draft, money order equal
to, or greater than, the amount shown in the table below, unless otherwise
stipulated.
Total Amount of Tender Minimum Deposit Required
$ 20,000.00 or less $ 1,000.00
$ 20,000.01 to $ 50,000.00 $ 2,000.00
$ 50,000.01 to $ 100,000.00 $ 5,000.00
$ 100,000.01 to $ 250,000.00 $ 10,000.00
$ 250,000.01 to $ 500,000.00 $ 25,000.00
$ 500,000.01 to $ 1,000,000.00 $ 50,000.00
$ 1,000,000.01 to $ 2,000,000.00 $100,000.00
$ 2,000,000.01 and over $200,000.00
2. Bid bonds issued by the surety approved by and in a form containing terms
satisfactory to the Municipality's Treasurer will be accepted for tenders valued
over $ 50,000.
INSTRUCTION TO BIDDERS
Tender#CL2001-30 Page 3
Bid deposit must be enclosed in the envelope with your tender.
All tender bid deposits will be returned to the respective bidders within ten (10)
days after the tenders have been opened except those of the two (2) low bidders,
which shall be retained by the Municipality of Clarington until the successful
bidder has executed the contract.
9. Goods and Services Tax
The contractor shall indicate on each application for payment as a separate amount the
appropriate G.S.T. the owner is legally obliged to pay. This amount shall be paid to the
Contractor in addition to the amount certified for payment under the Contract and will
therefore not affect the Contract price.
10. Public Liability
Certificate of Public Liability Insurance of not less than $ 2,000,000 acceptable to the
Municipality of Clarington must be submitted prior to the contract agreement. The
addition of the Municipality of Clarington must be provided as the additional parry insured
within the provisions of the Policy submitted.
11. Submissions Required
1. The following documents are required to be submitted prior to signing of contract
documents.
a) Insurance Policies
b) Workers' Compensation Insurance Compliance
Refer to the appropriate sections in the contract documents for the specific
information required of the aforementioned.
2. The bidder agrees to indemnify and save harmless the Municipality of Clarington
for all actions, suits, claims and demands and costs arising by reason on injury and
death to any person from the work of this tender.
3. The bidder shall take out and keep in force, a policy of comprehensive liability
and property damage insurance in an amount of not less than $2,000,000.00
inclusive each occurrence or such larger amount as may be required by the
Municipality and shall include as an additional insured THE CORPORATION OF
THE MUNICIPALITY OF CLARINGTON. A certified copy of such policy or
certificate of such insurance shall be provided prior to commencement of work..
4. The bidder shall provide the Municipality with a Certificate of Clearance Form
from the Workplace Safety Insurance Board prior to the commencement of work
and prior to any payment after completion of the works, certifying that-all
liabilities payable to the Board have been paid, that the bidder is in good standing
with the Board, and the Municipality will not be liable to the Board for future
INSTRUCTION TO BIDDERS
Tender#CL2001-30 Page 4
payments in connection with the bidder's completion of the project. All of the
bidders personnel must be covered by the Board at the bidder's expense.
Further Certificate of Clearance Forms must be provided as, and when, required
by the Municipality.
5. The Contractor shall obey all Federal, Provincial and Municipal Laws, Acts,
Ordinances, Regulations, Orders-in-Council and By-Laws, which could in any way
pertain to the work out-lined in the Contract or to the Employees of the Contractor.
Without limiting the generality of the foregoing, the contractor shall satisfy all
statutory requirements imposed by the Occupational Health and Safety Act and
Regulations made thereunder, on a Contractor, a Constructor and/or Employer
with respect to or arising out of the performance of the Contractor's obligations
under this Contract.
6. The contractor shall be aware of and conform to all governing regulations
including those established by the Municipality relating to employee health and
safety. The contractor shall keep employees and subcontractors informed of such
regulations.
7. At any time, should the contractor fail to adhere to said safety regulations, the
Municipality of Clarington reserves the right order all workers from the site with
the cost to schedule alternative service to be at the contractor's expense.
12. Starting Dates
1. The project shall begin at a date determined as soon as possible after contract
award.
13. Completion Dates
1. As this program is important to our summer program, please outline your schedule
for completion. Timing may be considered in awarding the contract.
END
THE CORPORATION F T MUNICIPALITY LARIN
O HE MU f TY OF C C L G TON
STANDARD TERMS AND CONDITIONS
1. DEFINITIONS
Municipality-The Corporation of the Municipality of Clarington, its successors and assigns.
Bidder-The person, firm or corporation submitting a bid to the Municipality.
Company - The person, contractor, firm or corporation to whom the Municipality has awarded the
contract, it successors and assigns.
Contract - The purchase order authorizing the company to perform the work, purchase order
alterations, the document and addenda, the bid, and surety.
Subcontractor-A person, firm or corporation having a contract with the company for, or any part of,
the work.
Document - The document(s) issued by the Municipality in response to which bids are invited to
perform the work in accordance with the specifications contained in the document.
Bid-An offer by a Bidder in response to the document issued by the Municipality.
Work -All labour, materials, products, articles, fixtures, services, supplies, and acts required to be
done, furnished or performed by the company, which are subject to the Contract.
2. SUBMISSION OF BID
Bid invitation shall be in accordance with the Municipality of Clarington Purchasing By-law#94-129
and will apply for the calling, receiving, and opening of bids. The Municipality will be responsible for
evaluating bids, awarding and administering the contract in accordance with the Purchasing By-law.
The bid must be submitted on the form(s) and in the envelope supplied by the Municipality unless
otherwise provided herein. The envelope must not be covered by any outside wrappings, i.e. courier
envelopes or other coverings.
The bid must be signed by a designated signing officer of the Bidder.
If a joint bid is submitted, it must be signed on behalf of each of the Bidders.
The bid must be legible, written in ink, or typewritten. Any form of erasure, strikeout or over-writing
must be initialled by the Bidder's authorized signing officer.
The bid must not be restricted by a covering letter, a statement added, or by alterations to the
document unless otherwise provided herein.
` Failure to return the document or invitation may result in the removal of the Bidder from the
Municipality's bidder's list.
A bid received after the closing date and time will not be considered and will be returned, unopened.
Should a dispute arise from the terms and conditions of any part of the contract, regarding meaning,
intent or ambiguity, the decision of the Municipality shall be final.
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
STANDARD TERMS AND CONDITIONS
3. CONTRACT
The contract consists of the documents aforementioned.
The contract and portions thereof take precedence in the order in which they are named above,
notwithstanding the chronological order in which they are issued or executed.
The intent of the contract is that the Company shall supply work which is fit and suitable for the
Municipality's intended use and complete for a particular purpose.
None of the conditions contained in the Bidder's standard or general conditions of sale shall be of
any effect unless explicitly agreed to by the Municipality and specifically referred to in the purchase
order.
4. CLARIFICATION OF THE DOCUMENT
Any clarification of the document required by the Bidder prior to submission of its bid shall be
requested through the Municipality's contact identified in the document. Any such clarification so
given shall not in any way alter the document and in no case shall oral arrangements be considered.
Every notice, advice or other communication pertaining thereto will be in the form of a written
addendum.
No officer, agent or employee of the Municipality is authorized to alter orally any portion of the
document.
5. PROOF OF ABILITY
The bidder may be required to show, in terms of experience and facilities, evidence of its ability, as
well as that of any proposed subcontractor, to perform the work by the specified delivery date.
6. DELIVERY
Unless otherwise stated, the work specified in the bid shall be delivered or completely performed by
the Company as soon as possible and in any event within the period set out herein as the
guaranteed period of delivery or completion after receipt of a purchase order therefor.
A detailed delivery ticket or piece tally, showing the exact quantity of goods, materials, articles or
equipment, shall accompany each delivery thereof. Receiving by a foreperson, storekeeper or other
such receiver shall not bind the Municipality to accept the work covered thereby, or the particulars of
the delivery ticket or piece tally therefor.
Work shall be subject to further inspection and approval by the Municipality.
The Company shall be responsible for arranging the work so that completion shall be as specified in
the contract.
Time shall be of the essence of the contract.
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
STANDARD TERMS AND CONDITIONS
7. PRICING
Prices shall be in Canadian Funds, quoted separately for each item stipulated, F.O.B. destination.
Prices shall be firm for the duration of the contract.
Prices bid must include all incidental costs and the Company shall be deemed to be satisfied as to
the full requirements of the bid. No claims for extra work will be entertained and any additional work
must be authorized in writing prior to commencement. Should the Company require more
information or clarification on any point, it must be obtained prior to the submission of the bid.
Payment shall be full compensation for all costs related to the work, including operating and
overhead costs to provide work to the satisfaction of the Municipality.
All prices quoted shall include applicable customs duty, excise tax, freight, insurance, and all other
charges of every kind attributable to the work. Goods and Services Tax and Provincial Sales Tax
shall be extra and not shown, unless otherwise specified herein.
If the Bidder intends to manufacture or fabricate any part of the work outside of Canada, it shall
arrange its shipping procedures so that its agent or representative in Canada is the importer of
record for customs purposes.
Should any additional tax, duty or any variation in any tax or duty be imposed by the Government of
Canada or the Province of Ontario become directly applicable to work specified in this document
subsequent to its submission by the Bidder and before the delivery of the work covered thereby
pursuant to a purchase order issued by the Municipality appropriate increase or decrease in the
price of work shall be made to compensate for such changes as of the effective date thereof.
8. TERMS OF PAYMENT
Where required by the Construction Lien Act appropriate monies may be held back until 60 days
after the completion of the work.
Payments made hereunder, including final payment shall not relieve the company from its obligations
or liabilities under the contract.
Acceptance by the company of the final payment shall constitute a waiver of claims by the company
against the Municipality, except those previously made in writing in accordance with the contract and
still unsettled.
The Municipality shall have the right to withhold from any sum otherwise payable to the company
such amount as may be sufficient to remedy any defect or deficiency in the work, pending correction
of it.
Payment may be made 30 days after delivery pursuant to the Bidder submitting an invoice, contract
requirements being completed and work being deemed satisfactory.
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
STANDARD TERMS AND CONDITIONS
9. PATENTS AND COPYRIGHTS
The company shall, at its expense, defend all claims, actions or proceedings against the Municipality
based on any allegations that the work or any part of the work constitutes an infringement of any
patent, copyright or other proprietary right, and shall pay to the Municipality all costs, damages,
charges and expenses, including its lawyers' fees on a solicitor and his own client basis occasioned
to the Municipality by reason thereof.
The company shall pay all royalties and patent license fees required for the work.
If the work or any part thereof is in any action or proceeding held to constitute an infringement, the
company shall forthwith either secure for the Municipality the right to continue using the work or shall
at the company's expense, replace the infringing work with non-infringing work or modify it so that
the work no longer infringes.
10. ALTERNATES
Any opinion with regard to the use of a proposed alternate determined by the Municipality shall be
final. Any bid proposing an alternate will not be considered unless otherwise specified herein.
11. EQUIVALENCY
Any opinion determined by the Municipality with respect to equivalency shall be final.
12. ASSIGNMENT AND SUBCONTRACTING
The company shall not assign or subcontract the contract or any portion thereof without the prior
written consent of the Municipality.
13. FINANCING INFORMATION REQUIRED OF THE COMPANY
The Municipality is entitled to request of the Company to furnish reasonable evidence that financial
arrangements have been made to fulfill the Municipality's obligations under the Contract.
14. LAWS AND REGULATIONS
The company shall comply with relevant Federal, Provincial and Municipal statutes, regulations and
by-laws pertaining to the work and its performance. The company shall be responsible for ensuring
similar compliance by suppliers and subcontractors.
The contract shall be governed by and interpreted in accordance with the laws of the Province of
Ontario.
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
STANDARD TERMS AND CONDITIONS
15. CORRECTION OF DEFECTS
If at any time prior to one year after the actual delivery date or completion of the work (or specified
warranty/guarantee period if longer than one year) any part of the work becomes defective or is
deficient or fails due to defect in design, material or workmanship, or otherwise fails to meet the
requirements of the contract, the company, upon request, shall make good every such defect,
deficiency or failure without cost to the Municipality. The company shall pay all transportation costs
for work both ways between the company's factory or repair depot and the point of use.
16. BID ACCEPTANCE
The Municipality reserves the right to award by item, or part thereof, groups of items, or parts
thereof, or all items of the bids and to award contracts to one or more bidders submitting identical
bids as to price; to accept or reject any bids in whole or in part; to waive irregularities and omissions,
if in so doing, the best interests of the Municipality will be served. No liability shall accrue to the
Municipality for its decision in this regard.
Bids shall be irrevocable for 90 days after the official closing time.
The placing in the mail or delivery to the Bidder's shown address given in the bid of a notice of award
to a bidder by the Municipality shall constitute notice of acceptance of contract by the Municipality to
the extent described in the notice of award.
17. DEFAULT BY COMPANY
a. If the company: commits any act of bankruptcy; or if a receiver is appointed on account of its
insolvency or in respect of any of its property; or if the company makes a general
assignment for the benefit of its creditors; then, in any such case, the Municipality may,
without notice: terminate the contract.
b. If the company: fails to comply with any request, instruction or order of the Municipality; or
fails to pay its accounts;or fails to comply with or persistently disregard statutes, regulations,
by-laws or directives of relevant authorities relating to the work; or fails to prosecute the work
with skill and diligence; or assigns or sublets the contract or any portion thereof without the
Municipality's prior written consent; or refuses to correct defective work; or is otherwise in
default in carrying out its part of any of the terms, conditions and obligations of the contract,
then, in any such case, the Municipality may, upon expiration of ten days from the date of
written notice to the company, terminate the contract.
C. Any termination of the contract by the Municipality, as aforesaid, shall be without prejudice to
any other rights or remedies the Municipality may have and without incurring any liability
whatsoever in respect thereto.
d. If the Municipality terminates the contract, it is entitled to:
i) take possession of all work in progress, materials and construction equipment then
at the project site(at no additional charge for the retention or use of the construction
equipment), and finish the work by whatever means the Municipality may deem
appropriate under the circumstances;
ii) withhold any further payments to the company until the completion of the work and
the expiry of all obligations under the Correction of Defects section;
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
STANDARD TERMS AND CONDITIONS
iii) recover from the company loss, damage and expense incurred by the Municipality
by reason of the company's default (which may be deducted from any monies due
or becoming due to the company, any balance to be paid by the company to the
Municipality).
18. CONTRACT CANCELLATION
The Municipality shall have the right, which may be exercised from time to time, to cancel any
uncompleted or unperformed portion of the work or part thereof. In the event of such cancellation,
the Municipality and the Company may negotiate a settlement. The Municipality shall not be liable to
the Company for loss of anticipated profit on the cancelled portion or portions of the work.
19. QUANTITIES
Unless otherwise specified herein, quantities are shown as approximate, are not guaranteed to be
accurate, are furnished without any liability on behalf of the Municipality and shall be used as a basis
for comparison only.
Payment will be by the unit complete at the bid price on actual quantities deemed acceptable by the
Municipality.
20. SAMPLES
Upon request, samples must be submitted strictly in accordance with instructions. If samples are
requested subsequent to opening of bids, they shall be delivered within three (3) working days
following such request, unless additional time is granted. Samples must be submitted free of charge
and will be returned at the bidder's expense, upon request, provided they have not been destroyed
by tests, or are not required for comparison purposes.
The acceptance of samples by the Municipality shall be at its sole discretion and any such
acceptance shall in no way be construed to imply relief of the company from its obligations under the
contract.
Samples submitted must be accompanied by current Material Safety Data Sheets (MSDS) where
applicable.
21. SURETY
The successful tenderer shall, if the Municipality in its absolute discretion so desires, be required to
satisfy surety requirements by providing a deposit in the form of a certified cheque, bank draft or
money order or other form of surety, in an amount determined by the Municipality. This surety may
be held by the Municipality until 60 days after the day on which all work covered by the contract has
been completed and accepted. The surety may be returned before the 60 days have elapsed
providing satisfactory evidence is provided that all liabilities incurred by the company in carrying out
the work have expired or have been satisfied and that a Certificate of Clearance from the Workers'
Compensation Board has been received.
The company shall, if the Municipality in its absolute discretion so desires, be required to satisfy
fidelity bonding requirements by providing such bonding in an amount and form determined by the
Municipality.
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
STANDARD TERMS AND CONDITIONS
Failure to furnish required surety within two weeks from date of request thereof by the Municipality
shall make the award of the Contract by the Municipality subject to withdrawal.
22. WORKPLACE SAFETY AND INSURANCE BOARD
All of the Company's personnel must be covered by the insurance plan under the Workplace Safety
and Insurance Act, 1997. Upon request by the Municipality, an original Letter of Good Standing for
the Workplace Safety and insurance Board shall be provided prior to the commencement of Work
indicating all payments by the Company to the Board have been made. Prior to final payment, a
Certificate of Clearance must be issued indicating all payments by the Company to the Board in
conjunction with the subject Contract have been made and that the Municipality will not be liable to
the Board for future payments in connection with the Company's fulfilment of the contract. Further
Certificates of Clearance or other types of certificates shall be provided upon request.
23. INSURANCE
The company shall maintain and pay for Comprehensive General Liability insurance including
premises and all operations. This insurance coverage shall be subject to limits of not less than
$2,000,000.00 inclusive per occurrence for third party Bodily Injury and Property Damage or such
other coverage or amount as may be requested.
The policy shall include the Municipality as an additional insured in respect of all operations
performed by or on behalf of the Company. A certified copy of such policy or certificate shall be
provided to the respective participant prior to commencement of the work. Further certified copies
shall be provided upon request.
24. LIABILITY
The company agrees to defend, fully indemnify and save harmless the Municipality from all actions,
suits, claims, demands, losses, costs, charges and expenses whatsoever for all damage or injury
including death to any person and all damage to any property which may arise directly or indirectly
by reason of a requirement of the contract, save and except for damage caused by the negligence of
the Municipality or its employees.
The Company agrees to defend, fully indemnify and save harmless the Municipality from any and all
charges,fines, penalties and costs that may be incurred or paid by the Municipality if the Municipality
or any of.its employees shall be made a party to any charge under the Occupational Health and
Safety Act in relation to any violation of the Act arising out of this contract.
25. VISITING THE SITE
The Company shall carefully examine the site and existing building and services affecting the proper
execution of the work, and obtain a clear and comprehensive knowledge of the existing conditions.
No claim for extra payment will be allowed for work or difficulties encountered due to conditions of
the site which were visible or reasonably inferable, prior to the date of submission of Tenders.
Bidders shall accept sole responsibility for any error or neglect on their part in this respect.
THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON
STANDARD TERMS AND CONDITIONS
26. SAFETY
The Company shall obey all Federal, Provincial and Municipal Laws, Act, Ordinances, Regulations,
Orders-in-Council and By-laws, which could in any way pertain to the work outlined in the Contract or
to the Employees of the Company. Without limiting the generality of the foregoing, the Company
shall satisfy all statutory requirements imposed by the Occupational Health and Safety Act and
Regulations made thereunder, on a contractor, a Constructor and/or Employer with respect to or
arising out of the performance of the Company's obligations under this Contract.
The Company shall be aware of and conform to all governing regulations including those established
by the Municipality relating to employee health and safety. The Company shall keep employees and
subcontractors informed of such regulations.
The Company shall provide Material Safety Data Sheets (MSDS) to the Municipality for any supplied
Hazardous Materials.
27. UNPAID ACCOUNTS
The company shall indemnify the Municipality from all claims arising out of unpaid accounts relating
to the work. The Municipality shall have the right at any time to require satisfactory evidence that the
work in respect of which any payment has been made or is to be made by the Municipality is free
and clear of liens, attachments, claims, demands, charges or other encumbrances.
28. SUSPENSION OF WORK
The Municipality may, without invalidating the contract, suspend performance by the company from
time to time of any part or all of the work for such reasonable period of time as the Municipality may
determine.
The resumption and completion of work after the suspension shall be governed by the schedule
established by the Municipality.
29, CHANGES IN THE WORK
The Municipality may, without invalidating the contract, direct the Company to make changes to the
work. When a change causes an increase or decrease in the work, the contract price shall be
increased or decreased by the application of unit prices to the quantum of such increase or
decrease, or in the absence of applicable unit prices, by an amount to be agreed upon between the
Municipality and the Company. All such changes shall be in writing and approved by the
Municipality.
30. CONFLICT OF INTEREST
No employee or member of Council of the Municipality shall sell goods or services to the Municipality
or have a direct or indirect interest in a Company or own a Company which sells goods or services to
the Municipality.
GENERAL CONDITIONS
Tender#CL2001-30 Page 1
1. Governing Documents
1. The following documents shall govern as the general conditions for this project:
Standard Construction Document CCDC 4
File 00530, 00720
1982
Unit Price Contract
Available at:
Toronto Construction Association
Construction Centre
1 Sparks Avenue
Willowdale, Ontario
M2H 2W1
(416) 499-4000
2. Amendments
1. The 1982 Amendment to CCDC 4 shall integrally form part of the General
Conditions.
a) GC 14-Certificates and Payments
Substitute the new 1982 versions of GC 14.12 and GC 14.13. Add a new
general condition as GC 14.14.
b) GC 19- Indemnification
Substitute the new 1982 versions of GC 19.1, 19.2 and 19.3. Add a new
general condition as GC 19.14.
c) GC 20- Insurance
Substitute the new 1982 version of GC 20.1(a).
END
r
SUPPLEMENTARY CONDITIONS
Tender#CL2001-30 Page 1
The Definitions and General Conditions for Unit Price Contract, CCDC No. 4, 1982 File 00530
are amended as follows:
1. Definitions
1. Item No. 2 -Contract Documents
a) Add:
The Contract Documents shall also include the Instructions to Bidders, the
completed tender as submitted by the successful bidder, the Schedule of
Unit Prices, and the completed list of Subcontractors.
2. Item No. 4- Engineer
a) Change:
The word engineer shall mean landscape architect.
2. GC Documents:
1. In paragraph 1.1 change duplicate to read quadruplicate.
1 3. GC 14 Certificates and Payment:
1. Change paragraph 14.2 to read:
The Owner shall make payment to the Contractor on account in accordance with
the provisions of Article A-4 PAYMENT no later than thirty (30) days after the
issuance of a certificate for payment by the Landscape Architect.
jEND
- SAFETY REGULATIONS
Tender#CL2001-30 Page 1
POLICY AND PROCEDURE
POLICY:
Contractors and Sub-contractors are responsible to ensure that their personnel are updated
on all safety concerns of the workplace and are aware of the safety requirements as
required by the Contractor under the Occupational Health and Safety Act. Safety
performance will be a consideration in the awarding of contract. Under the Occupational
Health and Safety Act (Section'23 (1), (2)), it is the constructor's responsibility to ensure
that:
• the measures and procedures prescribed by the Occupational Health and Safety
Act and the Regulations are carried out on the rp oiect;
1 every employer and every worker performing work on the 12roi ect complies with
the Occupational Health and Safety Act and the Regulations (under the Act); and
1 • the health and safety of workers on the proi ect is protected.
• Where so prescribed, a constructor shall, before commencing any work on a
project, give to a Director notice in writing of the project containing such
information as may be prescribed.
DEFINITIONS:
Contractor- any individual or firm engaged by the Municipality to do work on behalf of
the Municipality.
Project-means a construction project,whether public or private, including,
' • the construction of a building, bridge, structure, industrial establishment, mining
plant, shaft tunnel, caisson, trench, excavation, highway, railway, street, runway,
parking lot, cofferdam, conduit, sewer, watermain, service connection, telegraph,
telephone or electrical cable, pipe line, duct or well, or any combination thereof,
• the moving of a building or structure, and
• any work or undertaking, or any lands or appurtenances used in connection with
construction.
Construction - includes erection, alteration, repair, dismantling, demolition, structural
maintenance, painting, land clearing, earth moving, grading, excavating, trenching,
digging, boring, drilling, blasting, or concreting, the installation of any machinery or plant,
and any work or undertaking in connection with a project.
Constructor - means a person who undertakes a project for an owner and includes an
owner who undertakes all or part of a project by himself or by more than one employer.
SAFETY REGULATIONS
Tender#C12001-30 Page 2
Project Manager- means the municipal management representative who has responsibility
for a contract.
PROCEDURE:
' The following items are required before any Contractors are hired by the Municipality.
a) Before beginning a project, the project manager or delegate must determine
' whether any designated substances/hazardous materials are (or will be) present at
the site and prepare a list of all these substances.
b) The project manager or delegate must include, as part of the request for
tender/quotations, a copy of the above mentioned list. The list of designated
substances/hazardous materials must be provided to all prospective constructors
' and/or contractors.
c) The request for tender/quotations will require prospective contractors to include a
list of the designated substances/hazardous materials that will be brought onto the
work site and material safety data sheets.
d) Before awarding a contract, contractor(s) will be required to complete and sign the
Health and Safety Practice Form (Schedule "A"). The Purchasing Office will
maintain all contractors safety performance records.
e) As part of the tender/quotation conditions, before award of a contract, the
contractor will be required to provide proof that all workers involved with the
project have the proper WHMIS training, as required by the Occupational Health
and Safety Act.
f) As part of the tender/quotation conditions, before award of a contract, the
contractor must provide details of their Health and Safety program.
g) The project manager or delegate must provide the successful contractor with a
workplace orientation which will include, but not limited to identifying known
potential hazards, hazardous material inventory and material safety data sheets for
the sites. A workplace orientation/job Safety Instruction Checklist to be completed
(see Compliance page 9).
h) Before the start of the assignment, the following documentation will be provided
to the successful contractor, by the project manager or delegate.
i) Copies of the Municipal Corporate Health and Safety Program
ii) Departmental health and safety policies
iii) Workplace procedures regarding health and safety practices.
i) The contractor has the responsibility to provide any and all prescribed personal
protective equipment for their own workers, to include as a minimum but not
limited to hard hats and safety boots. If a worker(s) fails to comply with any
. SAFETY REGULATIONS
Tender#C12001-30 Page 3
program, policy, rule or request regarding health and safety, that person(s) is not
allowed on the site until the person(s) complies.
j) The Municipality will retain the right to document contractors for all health and
safety warnings and/or to stop any contractors' work if any of the previously
mentioned items are not in compliance. Similarly, the Municipality will have the
right to issue warnings and/or to stop work if there are any violations by the
contractor of the Occupational Health and Safety Act, Municipal Health and Safety
' programs, policies, rules, and/or if the contractor creates an unacceptable health
and safety hazard. Written warnings and/or stop work orders can be given to
contractors using Contractor Health and Safety Warning/Stop Work Order From
(Schedule "B").
k) Where applicable, the Municipality will retain the right to allow municipal
employees to refuse to work in accordance with the established policy and the
Occupational Health and Safety Act, in any unsafe conditions.
I1) The Purchasing Department will maintain current certificates of clearance until all
monies owing have been paid to the contractor.
m) Responsibility for ensuring contractor compliance to this policy falls upon the
project manager or designate. This will include identification, evaluation and
control practices and procedures for hazards and follow-up and issuing of
' Contractor Health and Safety Warning/Stop Work Orders.
HEALTH AND SAFETY PRACTICE FORM
To Contractor(s):
The Municipality'-of Clarington is committed to a healthy and safe working environment for all
workers. To ensure the Municipal workplace is a healthy and safe working environment,
contractors, constructors and subcontractors must have knowledge of and operate in compliance
with the Occupational Health and Safety Act and any other legislation pertaining to employee
health and safety.
In order to evaluate your company's health and safety experience, please provide . the
accidenth nci dent and/or Workplace Safety and Insurance Board (WSIB) information noted below,
where applicable.
• The New Experimental Experience Rating(NEER)
-The WSIB experience rating system for non-construction rate groups
.........................tj... ...........................................................
1 The Council Amended Draft#7 (CAD-7) Rating
-The WSIB experience rating system for construction rate groups
.:... Q rx.........R-tA ...........
......:........................
1
1-800-663-6639
FittTt Name Account No. Firm No. Date
RON ROBINSON LIMITED 1608002 211725C 16NCVC
' Firm's I Wry Cost Data for CAD-7 Rates
Year Total WSIB Total Expected Total Actual Firm Cost Index
Premiums($) Injury Costs($) Injury Costs($)
94 119 , 308 _
95 155 , 673
96 203 , 739
1 97 157 637
98 152 , 288 55 554 . 59 896 . 22
99 123 359 45 563 . 32 20 027 . 57
Total 101 , 117 . 91 20 , 923 . 79 0 . 793
Average
50 , 558 . 96
Firm's Injury Frequency Data for CAD-7 Rates
Year Rate Average WSIB Avg. Rate Expected ected Actual Firm
Earnings($) Asses. Derived Frequency Injuries Injuries* Frequency
Hr. Wage Personhours q Y ! Index
98 711 1 195 802 20 . 25 59 , 052 7 . 68 0 . 454 1
732 1 , 066 , 425 25 . 26 42 , 218 9 .13 0 . 38 0 >rv<
777= 131 . 27
o:<ar%3•,"3:•:,••Y. 23::x:
:............................
Total
TL
............:..:......:.. .
99 711 1 , 468 , 856 23 . 47 62 584 6. 23 0 . 39C 0 WN
732 879-347 .26 . 45 33 , 246 —7- 75 1 VM.
`�.
Total
f
2 Year
. .,: 197 ,100 I 1 .48 2 —0 .345
' excluding Health Care Injuries
Rating Factor Firm Performance tncfex Firm Experience Rating Adiustment(s)
1 . 000 0 . 224 11 , 325 .21 REBATE
0767A(09/00) 00-1'
SAFETY REGULATIONS
Tender#CL2001-30 Page 4
• Injury frequency performance for the last two years
' -This may be available from the contractor's trade association
.......... .........7......(... ......................................
• Has the contractor received any Ministry of Labour warnings or orders in the last two
years? (If the answer is yes, please include the infraction).
A,(0
• Confirmation of Independent Operator Status
-The WSIB independent operator number assigned: N A
(Bidders to include the letter confirming this status and number from WCB with their bid
submission.)
CONTRACTOR'S STATEMENT OF RESPONSIBILITY
1 As a contractor working for the Municipality of Clarington, I/we will comply with all
procedures and requirements of the Occupational Health and Safety Act, Municipal safety
policies, department and site specific policies and procedures and other applicable
legislation or regulations. I/we will work safely with skill and care so as to prevent an
accidental injury to ourselves,fellow employees and members of the public.
' 1. The contractor/successful tenderer certifies that it, its employees, its subcontractors
and their employees,
a) are aware of their respective duties and obligations under the
Occupational Health and Safety Act, as amended from time to time, and
all Regulations thereunder(the "Act"); and
b) have sufficient knowledge and training to perform all matters required
pursuant to this'contract/tender safely and in compliance with the Act.
2. In the performance of all matters required pursuant to this contract/tender, the
' contractor/successful tenderer shall,
a)' act safely and comply in all respects to the Act, and
b) ensure that its employees, it subcontractors and their employees act safely
and complying all respects with the Act.
3. The contractor/successful tenderer shall rectify any unsafe act or practice and any
non-compliance with the Act at its expense immediately upon being notified by
any person of the existence of such act, practice or non-compliance.
SAFETY REGULATIONS
Tender#C12001-30 Page 5
4 The contractor/successful tenderer shall permit representatives of the Municipality
and the Health and Safety Committee on site at any time or times for the purpose
of inspection to determine compliance with this contractor/tender.
5. No act or omission by any representative of the Municipality shall be deemed to
be an assumption of any of the duties or obligations of the contractor/successful
tenderer or any of its subcontractors under the Act.
6. The contractor/successful tenderer shall indemnify and save harmless the
Municipality,
a) from any loss, inconvenience, damage or cost to the Municipality which
may result from the contractor/successful tenderer or any of its employees,
its subcontractors or their employees failing to act safely or to comply in all
respects with the Act in the performance of any matters required pursuant
to this contract/tender;
b) against any action or claim, and costs related thereto, brought against the
Municipality by any person arising out of any unsafe act or practice or any
non-compliance with the Act by the contractor/successful tenderer or any
of its employees; its subcontractors or their employees in the performance
of any matter required pursuant to this contract/tender; and
c) from any and all charges, fines, penalties, and costs that may be incurred
or paid by the Municipality (or any of its council members or employees)
shall be made a party to any charge under the Act in relation to any
violation of the Act arising out of this contract/tender.
....L,.1r?A%:Q................................... 41�R
Contra r Name of Person Signing for Contractor
i `Z.... . ..............................................................1.41
Signature of Contractor Date
' Schedule "B"
CONTRACTOR HEALTH AND SAFETY WARNING/STOP WORK ORDER
The purpose of this form is to: (Issuer to check one of the following)
Provide warning to the contractor to immediately discontinue the unsafe work practice
described below
_ Direct the contractor to immediately cease all work being performed under this contract
due to the unsafe work practice described below.
' r SAFETY REGULATIONS
Tender#CL2001-30 Page 6
FAILURE TO COMPLY WITH THIS WARNING/STOP WORK ORDER SHALL CONSTITUTE A
BREACH OF CONTRACT.
PART "A"- DETAILS OF CONTRACT
rCONTRACT/P.O. #
DESCRIPTION:
1
NAME OF FIRM:
1
r
PART"B" -DETAILS OF INFRACTION (TO BE COMPLETED BY ISSUER)
DATE &TIME OF INFRACTION:
DESCRIPTION OF INFRACTION INCLUDING LOCATION:
1
r - -
ORDER GIVEN BY MUNICIPALITY:
r _ -
r - -
DID THE CONTRACTOR COMPLY WITH THIS ORDER?
r
DATE &TIME OF COMPLIANCE:
ISSUED TO:
CONTRACTOR'S EMPLOYEE TITLE
ISSUED BY:
MUNICIPAL EMPLOYEE DEPARTMENT TITLE
1
r ;
SAFETY REGULATIONS
Tender#CL2001-30 Page 7
PART "C"-ADDITIONAL COMMENTS
THIS SECTION IS TO BE USED INTERNALLY TO RECORD ADDITIONAL COMMENTS
SUBSEQUENT TO ISSUING THE WARNING/STOP WORK ORDER, I.E. DATE AND TIME WORK
RESUMED, FURTHER ACTION TAKEN, ETC.
1
GENERAL REQUIREMENTS Section 01005
Page 1
1. General
1. Comply with requirements of General Conditions and Supplementary General
Conditions.
2. Division 1 requirements apply to all sections of work.
3. In case of conflict between General Conditions and Division 1 requirements,
General Conditions shall govern.
2. Summary of Work
' 1. Provide all items, articles, materials, services and incidentals, whether or not
expressly specified or shown on drawings, to make finished work complete and
fully operational, consistent with the intent of the contract documents.
3. Examination
' 1. Examine the site and surrounding areas and be fully informed as to the conditions
and limitations under which the work has to be executed. Claims for additional
costs will not be entertained with respect to conditions which could reasonably
' have been ascertained by an inspection of the site prior to tender closing.
2. Prior to commencement of work, make careful examination of previously
' executed work, existing conditions, levels, dimensions and clearances. Promptly
advise consultant of unsatisfactory preparatory work and substrate conditions;
commencement of work implies acceptance of conditions.
' 4. Division of Work
1. Work specified in the specification has been divided into technical sections for the
purpose of ready reference. Division of work among subcontractors and suppliers
is solely the contractor's responsibility and consultant assumes no responsibility to
act as an arbiter to establish subcontract limits between sections or divisions of
' work.
5. Metric Project
' 1. This project is based on the International System of Units (SI). Measurements are
expressed in metric (SI) units and depending on the progress made in the various
sectors of the industry are either hard or soft converted units.
2. All metric units specified shall be taken to the minimum acceptable unless
otherwise noted.
3. It is the contractor's responsibility to check and verify with manufacturers and
suppliers on the availability of materials and products in either metric or imperial
sizes.
4. Where a material or product cannot be obtained in the metric size specified,
provide the next larger imperial size available.
GENERAL REQUIREMENTS Section 01005
Page 2
5. Where both metric and imperial sizes or dimensions are shown, the metric size or
dimension shall govern.
6. Protection
' 1. Ensure that no damage is caused to existing structures, buildings, foundations,
pavement, fences, curbs, grounds, plants, property, utilities, services, finishes
during the progress of work. Repair and make good any damage caused at no
extra cost to owner to the complete satisfaction of the respective property owners
and authorities having jurisdiction. Do not proceed with repairs or remedial work
without written permission of the consultant. Only trades specifically capable of
performing the work will be allowed to make remedial or repair work.
2. Keep municipal roads clean of mud and debris resulting from construction traffic.
3. Prevent soiling of pavement due to spillage, mixing of material or any other cause.
Make good any damages caused.
' 4. Protect new work from damage with suitable protective coverings.
' 7. Safety and Security
1. Be responsible for security of all areas affected by work of this contract until taken
over by owner. Take steps to prevent entry to the work by unauthorized persons
' and guard against theft, fire and damage by any cause.
2. A regular full-time watchman is generally not required on site, but if in the opinion
' of the consultant, the work is not adequately protected by the contractor, the
owner may demand that a watchman be employed by the contractor at no extra
cost to the contract.
3. Maintain fire protection for work. Store paints and volatile substances in a
separate and controlled location and inspect frequently. Inspect temporary wiring,
drop cords, extension cables for defective insulation or connections frequently.
Remove combustible wastes frequently. Prohibit smoking in areas where volatile
and flammable substances are used.
' 8. Use of Site and Premises
1. Accept full responsibility for the site from the time of contract award until
Substantial Performance of the work.
2. Check means of access and egress, rights and interests which may, be interfered
with. Do not block lanes, roadways, entrances or exits.
r3. Where encroachment beyond property limits is necessary make arrangement with
respective property owners.
9. Services and Utilities
1. Consult with utility companies and other authorities having jurisdiction to
ascertain the locations of existing services on or adjacent to site.
' GENERAL REQUIREMENTS Section 01005
Page 3
2. Information as to the location of existing services, if shown on the drawings, does
not relieve the contractor of his responsibility to determine the exact number and
location of existing services.
' 3. Give proper notices for new services as may be required. Make arrangements
with authorities and utilities for service connections required.
' 4. Pay any charges levied by utilities or authorities for work carried out by them in
connection with this contract, unless specified otherwise.
5. Operate and maintain all utility systems affected by work of this contract, until the
project or specific portions thereof have been accepted by the owner.
6. Report existing unknown services encountered during excavation to consultant for
instructions; cutback and cap or plug unused services. Be responsible for the
protection of all active services encountered and for repair of such services if
damaged.
' 10. Site Access
1 1. Site access to any component of the project is the contractor's full responsibility to
review during the tender stage, and to include the necessary costs accordingly.
These costs are to be included in the miscellaneous section -
' Mobilization/Demobilization. Upon completion, restore all access routes to
original condition.
END
ALLOWANCES Section 01020
Page 1
1. Related Instructions
1. Comply with requirements of GC 35 Cash Allowances of the General Conditions.
2. Authorization
' 1. Expenditures from allowances included in the contract price must be authorized in
writing by the consultant.
' 3. Allowances
1. Include the following allowances in the Contract.
Site Restoration Allowance $1,000.00
Testing Allowance $1,000.00
Contingency Allowance $3,000.00
4. Quotations
1. Should the contractor have to obtain quotations for any work in the Allowance
Section, the time expended for obtaining such quotes is the contractor's cost.
If the owner accepts the quotation, then the cost for time spent bidding is billable
as overhead expense. It may be billed only when that particular product or
service is delivered or installed at the project.
5. Limitations
1. All work listed in Allowances may or may not be incorporated in the work. The
owner has full right to delete any or all parts without claim.
END
LINES AND LEVELS Section 01050
Page 1
1. Lines and Levels
1. Verify all elevations, lines, levels and dimensions as indicated and report any
errors, conflicts, or inconsistencies to the consultant before commencing work or
as soon as discovered.
j2. Accurately lay out work and establish lines and levels in accordance with
requirements of contract documents.
3. Set up, maintain and protect permanent reference points and provide general
dimensions and elevations for all sections of work.
2. Dimensions
1. Check and verify dimensions wherever referring to work. Dimensions, when
pertaining to work of another section, shall be verified with section concerned.
Details and measurements of work which is to fit or conform with work installed
shall be taken at site.
2. Do not scale drawings. If there is ambiguity, lack of information or inconsistency,
immediately consult consultant for directions. Be responsible for extra costs
involved through the disregarding of this notice.
3. While the contractor is responsible for own survey control, the owner reserves the
right to check completed work. Any discrepancy shall be addressed immediately.
Fully correct any work not built per plans.
END
REGULATORY REQUIREMENTS Section 01060
Page 1
r
1. Permits, Licenses, Fees
1. Where permits, licenses and inspection fees are required by authorities having
jurisdiction for specific trade functions, they shall be obtained and paid for by the
particular subtrade responsible for that work.
2. Building Code By-laws, Regulations
1. Carry out work in accordance with requirements of the Ontario Building Code,
' latest issue, including all amendments and revisions.
2. Comply with requirements, regulations and ordinances of other authorities having
jurisdiction.
3. Where it is necessary to carry out work outside property lines, such as sidewalks,
paving or concrete curbs, comply with applicable requirements of municipal
authorities having jurisdiction.
4. Promptly submit written notice to consultant of observed variance of Contract
Documents from requirements of Building Code and authorities having
jurisdiction. Assume responsibility for work known to be contrary to such
requirements and performed without notifying consultant.
3. Safety Requirements
1. Be governed by pertinent safety requirements of Federal or Provincial
Governments and of municipal bodies having authority, particularly the Ontario
Construction Safety Act, and regulations of Ontario Ministry of Labour, and work
in conjunction with proper safety associations operating under the authority of
Ontario Workers' Compensation Act.
2. Do not, in the performance of the work, in any manner endanger the safety or
unlawfully interfere with the convenience of the public.
4. Fire Protection Requirements
1. Refer to technical Sections of Specifications and Drawings for fire protection
requirements.
2. Test methods used to determine fire hazard classification and fire endurance rating
shall be as required by Ontario Building Code.
3. Upon request, furnish to consultant with evidence of compliance with project fire
protection requirements.
5. Safety Regulations
1. The contractor shall ensure that all contract staff are trained under the provision of
the W.H.M.I.S. (Workplace Hazardous Material Information System) regulations,
r
r
Section 01060
REGULATORY REQUIREMENTS
Page 2
2. The contractor shall ensure that Material Safety Data Sheets are available for all
chemicals used on site.
3. The contractor shall conform to and enforce strict compliance with the
Construction Safety Act and regulations made under the act.
4. The contractor shall be aware of and conform to Municipal Health and Safety
Policies made available by the Operations Manager of Public Works Department.
5. For purposes of the Occupational Health and Safety Act, the contractor will be
designated as the constructor for this project and will assume all of the
responsibility of the constructor set out in that Act and its regulations.
6. The contractor shall ensure that all necessary measures are taken to protect
Municipal employees, general public and workers from injury.
END
1
�l
i
S
ABBREVIATIONS Section 01070
Page 1
1. When the following abbreviations are used in the contract documents, they shall have the
meanings shown.
ABBREVIATION MEANING
AA The Aluminum Association
ACI American Concrete Institute
ASTM American Society For Testing And Materials
AWPA American Wood Preservers Association
AWS American Welding Society
CCA Canadian Construction Association
CCRC Canadian Code For Residential Construction
CEC Canadian Electrical Code
CFUA Canadian Fire Underwriters Association
CGA Canadian Gas Association
CGSB Canadian General Standards Board
CIQS Canadian Institute Of Quantity Surveyors
CISC Canadian Institute Of Steel Construction
CITC Canadian Institute Of Timber Construction
CLA Canadian Lumbermen's Association
CMHA Canada Mortgage And Housing Corporation
COFI Council Of Forest Industries Of British Columbia
CPCI Canadian Prestressed Concrete Institute
CSA Canadian Standards Association
CSC Construction Specification Canada
CSI Construction Specifications Institute (USA)
CSPI Corrugated Steel Pipe Institute
CUA Canadian Underwriters' Association
CWB Canadian Welding Bureau
CWC Canadian Wood Council
IES Illuminating Engineering Society
LTIC Laminated Timber Institute Of Canada
NBC National Building Code Of Canada
NBS National Bureau Of Standards USDC
NLGA National Lumber Grades Authority
NRCC National Research Council Of Canada
PCA Portland Cement Association
PCI Prestressed Concrete Institute
RAIC Royal Architectural Institute Of Canada
ULC Underwriters' Laboratories Of Canada
END
Section 01200
SITE ADMINISTRATION
Page 1
1. Pre-Construction Meeting
1. Immediately prior to construction, upon notification, attend at location of owner's
choice, pre-construction meeting along with authoritative representatives of
certain key subcontractors as specifically indicated in the conference notice.
2. Purpose of meeting is as follows:
a) Review project communications procedures.
b) Review contract administration requirements including submittals,
payment and change order procedures.
c) Identify all critical points on construction schedule for positive action.
d) Identify any product availability problems and substitution request.
e) Establish site arrangements and temporary facilities.
f) Revise any points which, in owner's, consultant's and contractor's
opinion, require clarification.
2. Site Meetings
1. Prior to the commencement of the work the contractor, together with the
consultant, shall mutually agree to a sequence for holding regular "on site"
meetings".
2. Organize all necessary site meetings. Ensure that persons, whose presence is
required, are present and that relative information is available to allow meetings to
be conducted efficiently.
3. The consultant will record minutes of each meeting and promptly distribute copies
to all participants not later than seven days after the meeting has been held.
3. Supervision
1. Employ an experienced and qualified superintendent who shall devote his time
exclusively to the work of this contract and who shall be in complete charge of the
work from commencement to completion. A working foreman will not be
acceptable. The superintendent shall not be changed after commencement of
work without the consultant's approval.
2. Supervise, direct, manage and control the work of all forces carrying out the work,
including subcontractors and suppliers. Carry out daily inspections to ensure
compliance with the contract documents and the maintenance of quality
standards. Ensure that the inspection staff includes personnel competent in
supervising the mechanical and electrical trades if applicable.
Section 01200
SITE ADMINISTRATION
Page 2
4. Progress Record
1. Maintain, on site, permanent written record of progress of work. Record shall be
open to inspection by consultant at all times and a copy shall be furnished to
consultant upon request.
2. This record shall show weather conditions, dates of commencement, progress and
completion of various trades and items of work. Particulars pertaining to erection
and removal of forms, pouring of concrete, and other critical or major components
as well as number of employees of various trades and type and quantity of
equipment employed daily shall be noted.
3. Display a copy of the construction schedule on site from start of construction to
completion. Superimpose actual progress of work on schedule at least once each
week.
5. Record Drawings
1. Obtain and keep on site at all times a complete and separate set of black line
white prints.
2. Note clearly, neatly, accurately and promptly as the work progresses all
architectural, structural mechanical and electrical changes, revisions and additions
to the work and deviations from the contract documents.
3. Accurate location, depth, position, size and type of concealed and underground
services, both inside and outside shall be included as part of these record
drawings.
4. Record drawings shall be available for review at each site meeting.
5. Refer to Section 01700 for requirements on submission of record drawings.
6. Documents On Site
1. The contractor shall at all times have in his possession a complete set of contract
documents (drawings and specifications) with all addenda, site instructions,
change orders, reviewed shop drawings and samples, colour schedule, paint
materials schedules, hardware list, progress reports and meeting minutes.
END
SUBMITTALS Section 01300
Page 1
1. General
1. Unless specified otherwise, make all submissions to the consultant at his office.
2. Make all submissions required by the contract documents with reasonable
promptness and in orderly sequence so as to cause no delay in the work.
2. Related Work
1. Submission of maintenance and record documents: Section 01700 - Project
Closeout.
2. Submission of maintenance materials: Section 01700- Project Closeout.
3. Construction Schedule
1. Within 7 days after award of contract submit, in form approved by consultant,
construction schedule for work of entire contract.
2. Show in schedule start and completion times of each item of work, including
erection and dismantling of temporary services.
4. Shop Drawings
1. Submit shop drawings required by contract documents, in accord with
requirements of GC 34.
2. Prepare shop drawings in metric measurements only. Shop drawings containing
imperial measurements will be rejected.
3. Unless otherwise directed by the consultant, submit the following number of
prints for each shop drawing required:
a) Landscape Architectural shop drawings: 2 prints
b) Structural, mechanical, electrical shop drawings: 3 prints
4. Shop drawings which require the approval of a legally constituted authority having
jurisdiction shall be submitted by contractor to such authority for approval. Such
shop drawings shall receive final approval of authority having jurisdiction before
consultant's final review.
5. No work requiring a shop drawing submission shall be commenced until the
submission has received consultant's final review.
6. The consultant's review is for the sole purpose of ascertaining conformance with
the general design concept. This review shall not mean that the consultant
approves the detail design which is inherent in the shop drawings, responsibility
for which shall remain with the contractor submitting same, and this review shall
not relieve the contractor of his responsibility for meeting the requirements of the
contract documents. The contractor is responsible for dimensions to be confirmed
SUBMITTALS Section 01300
Page 2
and correlated at the job site for information that pertains solely to fabrication
processes or to techniques of construction and installation and for coordination of
the work of all subtrades.
5. Samples
1. Submit samples required by contract documents and as directed by the consultant.
2. Unless indicated otherwise, submit samples in duplicate.
3. Submit samples with identifying labels bearing material or component description,
manufacturer's name and brand name, contractor's name, project name, location
in which material or component is to be used, and date.
4. Prepay any shipping charges involved for delivering samples to destination point
and returning to point of origin if required.
5. No work requiring a sample submission shall be commenced until the submission
has received consultant's final review.
END
Or-
+
Section 01400
QUALITY CONTROL
Page 1
1. General
1. Requirements specified in this section apply to independent inspection and testing
specified under technical specification sections.
2. Requirements specified in this section do not apply to the following:
a) Inspection and testing required by laws, ordinances, rules, regulations and
orders of public authorities.
b) Inspection and testing performed exclusively for contractor's convenience.
3. Failure by independent testing agency to detect defective work or materials shall
not in any way prevent later rejection, when such defect is discovered, nor shall it
obligate consultant for final acceptance.
2. Related Instructions
1. Cash allowance for independent inspection and testing: Section 01020
2. Specific inspection and testing requirements: Divisions 2 to 16 inclusive.
3. Duties&Authority of Testing Agency
1. Testing agency is expected to do the following:
a) Act on a professional and unprejudiced basis and carry out inspection and
testing functions to establish compliance with requirements of contract
documents.
b) Check work as it progresses and prepare reports stating results of tests and
conditions of work and state in each report whether specimens tested
conform to requirements of contract documents, specifically noting
deviations.
c) Distribute reports as follows: Consultant-three (3) copies
Contractor-two (2) copies
2. Testing agency is not authorized to amend or release any requirements of contract
documents, nor approve or accept any portion of work.
3. Contractor shall do the following:
a) Notify testing agency minimum 48 hours in advance of operations to
allow for assignment of personnel and scheduling of tests without causing
delay in work.
b) Provide testing agency with access to work at all times.
c) Supply material samples for testing.
Section 01400
QUALITY CONTROL
Page 2
d) Supply casual labour and other incidental services required by testing
agency.
e) Provide facilities for site storage of samples.
4. When initial inspection and testing indicates non-compliance with contract
documents, any subsequent re-inspection and re-testing occasioned by non-
compliance shall be performed by same testing agency and cost thereof borne by
contractor.
END
Section 01500
TEMPORARY FACILITIES
Page 1
1. General
1. Provide all temporary facilities and controls required for the proper execution of
the work.
2. Provide and maintain temporary systems in accordance with applicable
regulations and requirements. Arrange for, obtain and pay for any permits
required.
3. Location of temporary facilities shall be subject to consultant's approval.
2. Temporary Electricity, Lighting and Water
1. Provide temporary electrical lighting and power system and water for use by all
sections.
2. Arrange, obtain and pay for service including meter, if required, of sufficient size
to allow use of required tools and equipment and to ensure adequate lighting
levels for the proper execution of work.
3. Install and maintain temporary electrical systems in accordance with Construction
Safety Association's "Temporary Wiring Standards on Construction Sites", the
Ontario Electrical Code and other authorities having jurisdiction.
3. Temporary Telephone
1. Provide telephone service for duration of contract until completion. A mobile
phone is acceptable.
2. Make telephone available to all sections. Long distance calls shall be paid by parry
making call.
4. Temporary Sanitary Facilities
1. Provide toilet facilities for all personnel on site.
2. Keep facilities clean and sanitary and provided with required supplies at all times.
3. Except where temporary sanitary facilities are connected to municipal sewer
system, periodically remove wastes from site.
5. Temporary First-Aid Facilities
1. Provide site equipment and medical facilities necessary to supply first-aid service
to injured personnel in accordance with regulations of the Worker's
Compensation Act. Maintain facilities for duration of contract.
6. Temporary Fire Protection
1. Where gas welding or cutting is to be done within 3 m or above combustible
material, or above space that may be occupied by persons, interpose shields of
non-combustible material. Tanks supplying gases for welding or cutting shall be
Section 01500
TEMPORARY FACILITIES
Page 2
placed at no greater distance from the work than is necessary and shall be securely
fastened in an upright position. Such tanks shall be free from exposure to the sun
or high temperature.
7. Construction Aids
1. Provide temporary stairs, ladders, ramps required for movement and placing of
materials, equipment and personnel.
2. Provide mechanical hoisting equipment and fully qualified operators as required
during construction.
3. Erect required scaffolding independent of walls, arranged to avoid interference
with work of other sections as much as possible.
4. Provide and maintain required shoring and bracing in accordance with
Construction Safety Act and other applicable regulations.
5. Shoring and all false work over one tier in height shall be designed and shall bear
the stamp of a registered professional engineer having experience in this field.
6. The use of explosive power tools must be approved in writing by the consultant.
The use of explosive power tools will not be permitted under any circumstances
unless equipped with a device which positively prevents free flight of the stud.
8. Barriers
1. Protect public and workmen from injury.
2. Provide and maintain required barricades, warning signs, guardrails and
lightguards in accordance with applicable regulations.
9. Temporary Controls
1. Provide protective coverings to protect work against damage caused by weather
including but not necessarily limited to rain, snow, ice, wind, frost and excessive
heat.
2. Provide wind breaks and sun shade to allow proper setting and curing of
cementious materials.
3. Protect excavations and building materials from freezing.
j' 4. Provide and maintain adequate temporary pumping and drainage systems to keep
excavations and structures free of water. Prevent flow of surface water into
excavations. Locate sumps away from foundation elements. Prevent pumped
water from carrying soil in suspension in sufficient quantity to case settlement of
adjacent earth. Provide sufficient standby equipment to ensure continuity of
pumping system.
Section 01500
TEMPORARY FACILITIES
Page 3
5. Prevent sprayed materials from contaminating air beyond application area by
providing temporary enclosures.
6. Cover or wet down dry materials and rubbish to prevent blowing dust and debris.
10. Signs
1. Except as specified here do not erect any signs unless approved by the consultant.
2. Erect signs relating to safety on the work or mandatory regulation notices.
3. Erect the consultants' project sign by supplying and setting three steel T-bar stakes.
Wire the sign securely to the stakes. consultant to provide the sign. Return the
sign at the end of the job.
11. Field Office and Sheds
1. Provide temporary covers, sheds and platforms of weatherproof construction as
may be required for protection and preservation of materials, small tools,
equipment which may be susceptible to damage.
END
1
Section 01600
PRODUCTS AND WORKMANSHIP
Page 1
1. Product Quality
1. Products supplied for work shall be new, and as far as possible, and unless
otherwise specified, of Canadian manufacture.
2. Materials used for temporary facilities are not required to be new, provided they
are structurally sound and in suitable and safe operation condition.
2. Standards and Terminology
1. Where a standard has been adopted by these specifications, incorporate minimum
requirements of such standard into the work. Where requirements of
specifications are more stringent than those of the standard, follow more stringent
requirements.
2. Reference to standards, specifications, handbooks and manufacturer's catalogues,
refer to latest edition thereof and all amendments or revisions applicable at tender
closing date, unless date suffix is included with document number.
3. Wherever words "acceptable", "approved", "satisfactory", "selected", "directed"
"designated", "permitted", "inspected", "instructed", "required", "submit", or
similar words or phrases are used in standards or elsewhere in contract
documents, it shall be understood that "by (to) the consultant" follow, unless
context provides otherwise.
4. Where the word "provide" is used in these contract documents, it shall be taken to
mean "supply and install" unless specifically noted otherwise.
3. Availability and Substitution
1. Products which are specified by their proprietary names or by part of catalogue
number form the basis for contract. No substitutes for these may be used without
consultant's approval in writing.
2. Where it is found that specified materials have become unavailable for
incorporating into work, notify consultant immediately of proposed substitution.
3. Proposed substitution shall be any top quality product considered by the
consultant to be suitable for purpose intended.
4. Products proposed as substitutions, and which are considered by consultant to be
suitable for purpose intended, but which are in his opinion of lesser value and
quality than those specified shall only be accepted as substitution if reasonable
credits are allowed for their use.
5. In order to substantiate equivalency of proposed materials, products or processes,
submit samples, printed product description's test data, installation instructions,
standards, certification, samples, guarantee/warranty forms, list of successful
products incorporating such proposals and similar information requested-by
consultant.
Section 01600
PRODUCTS AND WORKMANSHIP
Page 2
6. Whenever a substitute is proposed, any change to contract price as a result of
acceptance of proposed product shall include any adjustments to adjacent
structure or space in order to accept minor differences in size or weight between
proposed items and corresponding specified items.
7. Prevent any substitution or request for substitution from delaying construction
progress in any way.
8. Requests for substitution resulting from failure to place orders in time will not be
entertained. Be responsible for ordering products in time to ensure their required
delivery; bear all costs for failure to comply with these requirements.
9. Upon consultant's request submit copies of material and equipment purchase
orders.
4. Product Delivery, Handling&Storage
1. Suitably pack, crate and protect products during transportation to site to preserve
their quality and fitness for purpose intended.
2. Store products in original, undamaged condition with manufacturer's labels and
seals intact until they are being incorporated into completed work.
3. Handle and store materials in accordance with manufacturer's and supplier's
recommendations so as to ensure preservation of their quality, appearance and
fitness for work.
4. Arrange materials so as to facilitate prompt inspection, and remove faulty,
damaged or rejected materials immediately from site.
5. Product Delivery Schedule
1. It is the responsibility of the contractor to ensure that the supplier or distributor of
materials specified or alternatives accepted, which he intends to use, has materials
on the site when required. The contractor shall obtain confirmed delivery dates
from the supplier.
2. The contractor shall contact the consultant immediately upon receipt of
information indicating that any material or item will not be available on time, in
accordance with the original schedule, and similarly it shall be the responsibility
of all subcontractors and suppliers to so inform the contractor.
3. The consultant reserves the right to receive from the contractor at any time, upon
request, copies of actual purchase or work orders of any material or products to be
supplied for the work.
6. Workmanship
1. All work shall be carried out in accordance with the best trade practice, by
mechanics skilled in the type of work concerned.
Section 01600
PRODUCTS AND WORKMANSHIP
_ Page 3
2. Products, materials, systems and equipment shall be applied, installed, connected,
erected, used, cleaned and conditioned in accordance with the applicable
manufacturer's printed directions.
3. Where specified requirements are in conflict with the manufacturer's written
directions, follow manufacturer's directions. Where specified requirements are
more stringent than manufacturer's directions, comply with specified
requirements.
END
i
rSection 01700
PROJECT CLOSEOUT
Page 1
1. Operating and Maintenance Manuals
1. Provide operating and maintenance data, prepared on 8 1(2" x 11" sheets in
printed or typewritten form, preferably double-sided, contained in D-ring binders
with soft vinyl covers.
2. Manual contents shall be assembled in systematic order generally following the
specification format. Provide labeled, celluloid covered tabs fastened to hard
paper dividers to identify different sections.
3. Binders shall have clear plastic pocket at back of spine for identification. Insert
label containing title "Operating and Maintenance Data", project name and
volume number if applicable.
4. Include the following material in each manual:
a) Title sheet labeled "Operating and Maintenance Data" and listing project
name, date, volume number, if applicable and names and addresses of
contractor, mechanical subcontractors, consultant and subconsultants.
b) List of contents. If more than one volume is required, provide a cross-
reference contents page at front of each volume.
c) Complete list of subcontractors and suppliers.
d) Copy of finished hardware list, complete with all amendments and
revisions.
e) Schedule of paints and coatings. Include sufficient explanation to fully
identify each surface with the applicable paint or coating used. Enclose
copy of colour schedule.
fl Maintenance instructions for all finished surfaces.
g) Brochures, cuts of all equipment and fixtures.
h) Operating and maintenance instructions for all equipment.
i) Extended warranties.
j) Maintenance contracts.
k) Other data required elsewhere in contract documents or deemed
necessary by consultant.
Section 01700
PROJECT CLOSEOUT
Page 2
2. Record Drawings
1. Upon completion of work, prior to total performance, obtain and pay for one set
of mylar transparencies and transfer record information compiled during
construction from white prints to mylars.
2. Quality of drafting and lettering shall match that of original drawings and shall be
g
suitable for microfilming.
3. Operating Instructions
1. At substantial performance, at a time acceptable to owner and consultant, but not
before operating and maintenance manuals have been reviewed and accepted by
consultant, instruct owner's representative in the operation of all systems and
equipment.
4. Substantial Performance
1. Prior to requesting a substantial performance deficiency inspection, submit the
following:
a) Three copies of operating and maintenance manuals.
b) Two copies of inspection and acceptance certificates required from
regulatory agencies.
2. Advise the consultant, in writing, when the project has been substantially
completed. If consultant agrees that this stage has been reached, prepare a
complete list of deficiencies and submit one copy of this list to consultant.
3. On receipt of the above deficiency list, in a satisfactory form, the consultant,
accompanied by the subconsultants, the contractor and his project superintendent,
and the owner if deemed desirable, will carry out an inspection of the project.
4. Add to the deficiency list, in accordance with consultant's directions, any
additional deficiencies which are identified during inspection and re-issue updated
deficiency list to all concerned.
5. Total Performance
1. Prior to requesting a final inspection, do the following:
a) Submit one complete set of mylar record drawings.
b) Submit one complete set of reviewed shop drawings of mechanical and
electrical items, folded to 8%z" by 11" size, contained in heavy manila
envelopes, numbered and labeled. Follow specification format with no
more than one section per envelope.
Section 01700
PROJECT CLOSEOUT
Page 3
c) Submit a final request for payment incorporating all approved changes to
the contract price, including adjustments to the cash allowances listed in
Section 01020 Allowances.
d) Upon completion of all items noted on the deficiency list, clean all areas,
surfaces and components affected by corrections and completion of
deficient items, as directed by the consultant.
e) Ensure that all services, equipment, apparatus are properly tested and
adjusted.
2. After all deficiencies have been corrected, submit a written request to the
consultant for a final inspection. This inspection shall be carried out by the same
parties involved in the substantial performance deficiency inspection.
3. If all deficiencies have not been corrected, in the opinion of the consultant, a final
deficiency list will be prepared in the same manner as specified herein for the
substantial performance deficiency inspection and the inspection procedure
repeated until all items have been completed to the satisfaction of the consultant.
END
Section 01710
CLEANING
Page 1
1. General
1. Be responsible for cleanliness of site and structures to satisfaction of consultant.
Maintain work in neat and orderly condition at all times.
2. Periodically, or when directed by the consultant, remove from site and legally
dispose of rubbish and waste materials.
3. Burning or burying of rubbish and waste materials on site is not permitted.
4. Use only cleaning materials recommended by manufacturer of surface to be
cleaned.
5. Use cleaning material only on surfaces recommended by cleaning material
manufacturer.
6. While on the premises, all hazardous waste shall be properly identified and stored
so as not to pose a safety hazard to employees, workers or the general public.
7. Utilize recycling programs and efforts for material disposal whenever and
wherever possible. Guidance into various recycling efforts can be obtained by
contacting the municipality.
2. Cleaning During Construction
1. Remove debris, packaging and waste materials frequently.
2. Keep dust and dirt to an acceptable level as directed.
3. Remove oily rags, waste and other hazardous substances from premises at close of
each day, or more often if required.
3. Final Cleaning
1. Prior to substantial performance, thoroughly clean all surfaces and components.
Provide professional cleaning of all areas and surfaces to allow owner to occupy
without further cleaning.
2. Remove stains, dirt and smudges from finished surfaces.
END
Section 01740
WARRANTIES
Page 1
1. Definition
1. Warranty = Guarantee
2. Submission Requirements
1. Submit extended warranties as part of "Operation and Maintenance Manuals" in
accordance with requirements of Section 01700- Project Closeout.
2. Arrange extended warranties in systematic order matching specification format.
Include a table of contents listing warranties in same order.
3. Each warranty must show:
a) Name and address of project
b) Name of owner
c) Section Number and Title
4. Warranties
1. All work shall be warrantied for 1 year from date of Substantial Completion. Plant
materials shall be warrantied for 2 years from date of Substantial Completion
pursuant to the following requirements.
All dead woody plant materials will be replaced promptly by the contractor for the
entire duration of the warranty period. All warranty replacements will be made at
the expense of the contractor and at no additional cost to the Owner.
Plants dying as a result of, but not limited to, handling by nurseries or the
contractor, improper storage, improper planting, lack of water or rodent damage
will be subject to replacement. Plants dying as a result of vandalism whether
intentional or accidental are not subject to warranty replacement by the
contractor.
END
}
Section 02552
ASPHALT PAVING
Page 1
PART 1 -GENERAL
1.1 General Instructions
1. Comply with the requirements of Division 1.
1.2 Related Work
1. Earthworks Section 02210
PART 2- PRODUCTS
2.1 Materials
1. The granular base course shall conform to the requirements of OPS Form 1010.
2. Paving mixtures shall be a hot mix, hot laid asphaltic concrete installed to the
minimum compacted thickness shown on the details.
3. The mixture shall be composed of coarse and fine aggregates, mineral filler and
asphalt cement, uniformly mixed and meeting the gradation requirements
specified hereinafter.
4. Coarse aggregates shall be a crushed rock, slag or gravel, or combinations thereof,
free of clay, silt or other deleterious materials and meeting the gradation
requirements of OPS Form 1010, latest edition.
5. Fine aggregates shall be composed of clean, hard durable particles of natural sand,
manufactured sand or screenings resulting from the crushing of rock, stone or
gravel. Material shall be free of clay, silt or other objectionable material.
6. The mineral filler shall consist of finely ground particles of limestone, hydrated
lime or other mineral dust approved by the consultant. It shall be free of clay, silt
or other deleterious matter and shall conform to the following gradation
requirements.
Sieve Size Percentage Passing
No. 30 100
No. 100 80
7. Asphalt cement shall conform in all respects with OPS Form 301-02-1 (See
Appendix A).
8. Where a priming base is required, it shall be a homogenous medium curing liquid
asphalt, MC- 30.
9. Material for painting the joints shall be slow setting asphalt emulsion, SS - 1,
meeting the requirements as set out in Appendix C.
ASPHALT PAVING Section 02552
Page 2
2.2 Equipment
1. Plants used by the contractor for the preparation of asphalt paving mixtures shall
meet the requirements of the OPS Form 310.06.01 to 310.06.02.
2. All equipment required for work described shall be maintained in satisfactory
working condition for the duration of the work.
3. Spreading equipment and rollers shall meet the requirements of the OPS Form
310.06.01 to 310.06.02.
4. The contractor shall have copies of the above mentioned sub-sections on the site
for the duration of the work.
PART 3 - EXECUTION
3.1 Inspection
1. During construction, the density and thickness of each course shall be carefully
controlled and shall be in full accordance with the drawings and specifications.
2. The average thickness of each course shall at no point vary more than 6 mm from
the specified thickness.
3. The density of the completed pavement shall be equal to or greater than 97% of a
laboratory specimen prepared as specified in Sub-Section 7.
4. Each course shall be inspected and tested for density and thickness to the approval
of the consultant before placing subsequent courses.
5. Asphalt paving shall receive final inspection by the consultant upon completion of
all asphalt work.
6. The surface of the finished paving shall be true to grade as shown on drawings and
shall be free of irregularities exceeding 3 mm as measured with 3000 mm straight-
edge parallel to the centre line of the paving.
7. All defective areas shall immediately be remedied by cutting out the course, as
required, and replacing it with fresh, hot mix which shall immediately be
compacted to conform with the surrounding paving and shall be thoroughly
bonded to it.
8. Any part of the completed paving not meeting the requirements of the drawings
and the specifications shall be removed and replaced prior to acceptance and at
the contractor's expense.
Section 02552
ASPHALT PAVING
Page 3
3.2 Cleaning
1. After completion of asphalt work and prior to final inspection, the contractor shall
remove from all concrete walks, curbs, steps, walls and other structures, such
contamination by asphaltic or other materials resulting from the work.
3.3 Testing
1. Laboratory test specimens of the paving mixtures shall be prepared and tested in
accordance with the current procedures of the Ministry of Transportation.
2. When required by the consultant, all coarse and fine aggregates and mineral fillers
to be used in the paving mixture shall be tested to determine conformance with
the requirements of the specifications.
3. The contractor shall notify the consultant when aggregates and fillers are available
for sampling and testing in order to,determine the composition of the paving
mixture(s).
4. Ample time shall be given to allow a period of not less than three (3) weeks for
testing and designation of paving mixture prior to commencement of production.
5. The costs of such tests shall be charged as provided for in the special conditions.
6. Asphalt cement shall be guaranteed by the supplier to meet the requirements of
the specifications at the time of arrival on the site. When required by the
consultant the asphalt cement shall be sampled and tested, free of charge, in
accordance with the latest edition of ASTM-D140. Cost of sampling and testing
shall be paid for by the supplier.
7. Liquid asphalts shall be guaranteed by the supplier to meet the requirements of the
specifications at time of arrival on site.
8. Asphalt emulsions shall be guaranteed by the supplier to meet the requirements of
the specifications at time of arrival on site.
9. When required by the consultant, asphalt emulsions shall be tested in accordance
with the latest edition of ASTM-D244. Test samples shall be taken in accordance
with ASTM-D140. The costs of samples and testing shall be the responsibility of
the supplier.
3.4 Site Preparation
1. All rough grading, filling where required, excavating and preparation of sub-grade
under all asphalt paving, shall be described under Section 02210 Earthworks.
2. The final sub-grade under asphalt paving shall have the approval of the consultant
prior to placing of granular base course(s).
Section 02552
ASPHALT PAVING
Page 4
3. Any underground wiring or other utility occurring below a paved area shall be
fully compacted to 100% Standard Proctor Density (S.P.D.). Do not place asphalt
and later cut for installation of utilities. Fully inspect and duly accept wire
crossings by the electrical contractor.
4. Upon approval of sub-grade, the contractor shall spread the approved specified
granular base course materials in accordance with the drawings.
5. Granular materials shall be spread in layers not exceeding four inches (100 mm) in
depth, per layer. The contractor shall take care that granular materials do not
become contaminated by deleterious materials.
6. Immediately following spreading, each layer shall be compacted to 98% S.P.D.
Areas adjacent to curbs, catchbasins, manholes and other areas not accessible to
rollers, shall be properly compacted with approved mechanical or hand tamping
devices.
7. Depth indicated on drawings shall be the minimum depth after proper
compaction.
8. All irregularities or depressions resulting from rolling shall be corrected and
compacted until the surface is smooth and uniform and true to line and level.
9. Final grade of granular base shall be subject to the approval of the consultant
before placing of asphalt.
10. The contractor shall arrange for compaction tests to be carried out by an
independent testing firm and submit test results to the consultant prior to
placement of asphalt. Have enough work prepared to justify four hours of work by
the testing company.
11. The cost for such tests shall be paid for as provided for in the special conditions.
Where re-testing is required, because of insufficient compaction, the cost of re-
testing shall be the responsibility of the contractor.
3.5 Base Preparation
1. The approved granular base shall be proof rolled and inspected by the consultant.
Excavate and re-work all soft areas.
2. Where the new asphalt surfacing is to be applied over existing asphalt, concrete or
other hard surfacing, a tack coat shall be applied over the existing surfaces.
3. Tack coat shall be an asphalt emulsion SS-1, or approved equal, applied at the rate
of 0.5 litres per square metre.
4. The surfaces of all existing curbs, gutters, walls, vertical faces of existing
pavements and all structures in actual contact with new asphalt mixes, shall be
ASPHALT PAVING Section 02552
Page 5
painted with a complete, thin coating of asphalt emulsion SS-1, or approved
equal, to provide a closely bonded, water-tight joint.
3.6 Joints
1. All joints made during paving operations shall be straight, clean, vertical and free
of broken or loose material. Where joints occur between new courses and
existing previously laid down courses, the course shall be cut back sufficiently to
provide a clean, vertical surface.
2. Vertical faces of all joints shall be painted with a thin, continuous coating of SS-1
to provide a tight, waterproof bond.
3.7 Placing of Asphalt Mixtures
1. All paving courses shall be spread within twelve (12) hours after the previous
course has been spread and compacted.
2. Paving mixture shall not be placed when the temperature surface is less than or
steady at 2 degrees Celsius. The base upon which the mixture is to be laid shall
be dry and weather conditions suitable.
3. The temperature of the mixture shall not be less than 118° C immediately after
spreading and prior to initial rolling.
4. All courses shall be laid and spread by means of approved equipment. For
walkways, form long smooth edges. Do not create straightline chords on curved
edges.
5. Immediately after spreading and screening, the surface shall be checked and all
irregularities corrected before compaction is started.
6. Where hand-spreading is necessary, this shall be done simultaneously with
machine-spreading or immediately afterwards to ensure a good bond.
3.8 Compaction
1. Each paving course shall be compacted with approved rolling equipment to
produce a pavement with a density equal to or greater than 97% of the density of
the laboratory compacted mixture.
2. Rolling shall be started as soon as possible after placing the mixture when it will
bear the roller without checking or undue displacement.
3. Rolling shall be carried out in three (3) operations in close sequence. Each pass of
the roller shall overlap previous passes to ensure a smooth surface free of roller
marks.
ASPHALT PAVING Section 02552
Page 6
a) The first "breakdown" rolling shall be carried out as close as possible to
the paver, using either three-wheeled or two wheeled rollers, depending
on the width of paving to be compacted.
b) The second rolling with pneumatic-tired rollers, shall follow the first rolling
as soon as possible while the paving mix is still warm enough to result in
the maximum specified density.
C) Final rolling shall be done with two-axle or three-axle tandems while the
material is still warm enough for the removal of roller marks.
4. Hand tamping shall be carried out with hot tampers in all areas not accessible to
the rolling equipment.
3.9 Scheduling
1. Do not place final course of asphalt until all machinery and the like has
permanently left the site. The owner shall receive a fresh surface, not damaged or
driven on.
END
Section 02600
STORM SEWER
Page T
PART 1 -GENERAL
1.1 General Instructions
1. Comply with requirements of Division 1.
2. The contractor shall comply with all requirements of the Workmen's
Compensation Board and The Construction Safety Act and all amendments. Such
compliance shall not relieve the contractor of full responsibility for the safety of
workmen and the public.
3. The Inspector of The Construction Safety Act and the Municipal Safety Inspector of
Jurisdiction shall each be notified in writing prior to the commencement of each
stage of the work.
1.2 Related Work
1. Earthworks Section 02210
PART 2 - PRODUCTS
2.1 General
1. All material shall meet the specifications of the contract. P.V.C. pipe is an option.
2. All materials shall be furnished by the contractor and shall be delivered and
distributed at the site by the contractor.
3. All materials shall be handled at all times with care and diligence so as not to
inflict damage to the material which may adversely affect list performance.
4. Any damaged materials must be replaced or repaired by the contractor at his
expense as ordered by the consultant.
2.2 Barricades
1. During the performance of the work, it shall be the contractor's responsibility to
protect the public and interfere as little as possible with traffic, by the use of all
necessary signs, barricades, temporary cross-walks, watchmen, flags and lanterns,
to the satisfaction of the consultant and in accordance with all ordinance and
regulations of the municipality.
2.3 Concrete Pipe
1. Sizes up to and including 450mm diameter shall be plain concrete pipe according
to CSA Standard A257.1 Class II. Refer to details sheet DP.S.
2. Unless otherwise specifically designated on the contact drawings, sewer pipe shall
be concrete pipe as specified below.
Section 02600
STORM SEWER
Page 2
2.4 Gaskets and Pipe Joints
1. The contractor shall make adequate arrangements for the storage of pipes on the
site prior to use, in order to prevent damage to pipe and gaskets.
2. All concrete, vitrified tile or asbestos cement pipe joints made under this contract
shall be watertight. In the event that leakages occur, the contractor shall take
remedial measures required to ensure watertightness. If leakages are not removed
after such measures, the contractor shall, at the consultant's discretion, be required
to place the length, or lengths of pipe concerned without claim for additional
compensation.
2.5 Pipe Bedding-Catch Basin Leads and Sewer Connections
1. The minimum pipe bedding for street catch basin leads and house connections
shall be as provided by hand shaping the trench bottom to be free of lumps or
hollows and at the correct grade. Any irregularities in the trench bottom must be
either levelled off or filled with tamped soil. When the pipe is assembled with
couplings or bell joints. These holes shall be of sufficient depth to prevent
supporting of pipe on the coupling or bells. If ground conditions are such that a
more substantial bedding is required, the bedding shall be as required by the
consultant and will be at the expense of the contractor.
2.6 Catch Basins
1. Catch basin frame and covers shall conform to ASTM A48 (Class 30) with the
grating style as per municipal standards as detailed.
2. Precast catch basins adjuster rings shall conform to ASTM C478.
3. All catch basins shall be supplied in accordance with Municipal standards.
2.7 Bedding Aggregates
1. General
a) The contractor shall advise the consultant of the supplier(s) of the bedding
aggregates prior to commencement of construction so that adequate
samples can be obtained for grain size distribution testing.
2. Granular Materials
a) All granular materials shall conform with the requirements of OPS Form
1010.
3. Limestone Materials
1. 200mm crusher run limestone shall conform to the following grain size
distributions specification.
Section 02600
STORM SEWER
Page 3
Sieve Size Percent Passing
63mm
59mm
33mm
25mm 100
16mm 75-95
# 4 35-55
#16 15-35
#50 7-20
#200 3-10
4. All storm sewer bedding shall be Type 3 as per municipal standard.
2.8 Backfill
1. Unless otherwise specified native material can be used for backfilling excavations
and trenches up to the specified sub-grade provided the native material is deemed
acceptable by the consultant.
2. BackfiII material shall be free of topsoil, organic material and other debris.
3. Stones and boulders exceeding 300mm shall not be permitted as backfill. No
stones exceeding 50mm shall be permitted within 300mm of a pipe structure.
4. Backfilling the trenches with fragmented rock material will only be permitted if
authorized by the consultant.
5. No frozen material shall be utilized as backfill material unless authorized by the
consultant.
2.9 Concrete
1. Concrete shall conform with OPS Form 904 except modified as follows:
a) Unless otherwise specified, all concrete shall have a minimum
compressive strength of 25MPa @ 28 days.
b) All concrete shall have a maximum slump of 75mm.
c) A 5% air-entraining admixture shall be employed in all a exterior concrete
exposed to freezing and thawing.
d) Reinforcing steel shall conform to CSA G30.12 and G30.13 and shall be
Grade 60 minimum.
2.10 Catch basin Inlet Control Devices(ICD)
1. Catch basin inlet control devices are to be Scepter Type "B" (1.Ocfs) framed ICDs
or approved equal.
STORM SEWER Section 02600
Page 4
2.11 Catch basin elevations
1. Where approved in writing by the consultant, precast concrete adjustment units,
conforming with OPS Specification Form 1351 (or latest revision) may be used to
raise manholes and catch basins to the proper elevation.
2. The top of the catch basin concrete shall be set at the elevation of the subgrade (if
applicable). unless otherwise specified, precast adjusting rings shall be utilized in
adjusting the catch basin frame and grate to the desired interim of final elevation.
3. Installation of concrete adjustment units shall conform to the manufacturer's
' installation procedure.
PART 3 - EXECUTION
3.1 Existing Underground Structures
1. The contractor shall assume full responsibility for obtaining complete information
as to the location of existing water and gas mains, house service connections,
electric and telephone cables, sewers, and other underground services.
2. Where information is supplied on the plans with respect to the location of existing
utilities, such information shall be deemed for the contractor's guidance only.
Should the information be found incomplete or inaccurate, the contractor shall
have no claim on that account.
3. The contractor shall determine by excavation in advance of sewer or watermain
construction, the location of all utilities which may cross or be in the line of the
work, or which may be affected by his operations.
4. The contractor shall be fully responsible for the support and protection of all utility
lines encountered, whether privately or publicly owned.
5. If it is necessary to interfere in any way with utility lines, the contractor shall be
responsible for obtaining any required permissions, issuing warnings of
interruptions, and providing temporary alternatives prior to any interruption or
disturbance of existing services. Any damage, where accidental or intentional, or
temporary removal, shifting or replacement of existing services or structures shall
be made good by the contractor without cost to the owner to the direction and
complete satisfaction of the consultant and to the utility owner. The utility owner
may at his option undertake any such work, in which case his cost shall be paid
by the contractor without compensation from the own.
6. The contractor shall advise all owners in the area of the proposed scheduling of
the work, and shall arrange for the required protection of the utilities. No claim
will be considered for additional compensation the contractor due to delays to the
work caused by temporary or permanent relocation of existing utilities.
Section 02600
STORM SEWER
Page 5
3.2 Connections with Existing Work
' 1. The contractor shall construct all connections to join the work of this contact to
existing services. Unless otherwise provided in the Schedule of Unit Prices, no
additional payment shall be made for connections. In the case of existing
manholes, the connection shall be deemed to include all manhole reconstruction
and re-benching. All salvage material shall become the property of the owner.
' 2. When a connection is to be made, the contractor shall expose the end of the
existing service for inspection by the consultant. No claim by the contractor shall
be allowed for any delays due to changes in design which may be required due to
' the revealed conditions.
3.3 Protection
1. The contractor shall, at his own cost and expense and in a manner approved by
the consultant during the progress of the work, sustain in their places and protect
from injury any and all sidewalks, ditches, roadways, curbs and all other structures
or property in the vicinity of the work, whether over or underground, or which
appear within the limits of the work, and he shall assume all costs and expenses
for damage which may be occasioned by injury to any of them.
2. The contractor shall at all times have a sufficient quantity of materials and
equipment on the site and shall use same as required for sheathing, bracing, sheet
piling the sides and ends of excavations and for sustains or supporting or
protecting any and all structures that are endangered. If any damage should occur
to any utility or structure during the course of the work or due to the work, the
contractor shall be fully responsible therefore and shall relieve the owner fully of
all responsibility in the matter.
3.4 Excavation and Surplus Material
1. All excavation shall be in open cut and shall comply with the requirements of the
Occupational Health and Safety Act.
2. Should existing utilities be encountered during excavation, these utilities shall be
adequately protected and/or supported by the contractor to the satisfaction of the
' consultant and/or the utility company having jurisdiction over the utility.
3. Rock excavation shall be defined as material which cannot be reasonably
removed with a conventional trenching backhole outfilled with either a "v" bucket
or 'tiger teeth". Blasting shall not be permitted without written authorization from
the consultant.
4. If soft unstable materials be encountered at or below the grade lines of the sewer,
such materials shall be removed to such depth as directed by the consultant, the
bottom of the trench filled as required with fill material as directed by the
consultant. The fill material shall be paid for at the unit price bid supply,
spreading and compacting of the materials, and the excavation and disposal of the
displaced material, measurement for payment shall be based on trench widths.
STORM SEWER Section 02600
' Page 6
5. Excavations shall be backfilled as soon as the concrete in the structure placed
therein has acquired a sufficient degree of hardness.
3.5 Trenching
1. The trenches shall be excavated to the alignment and depth specified on the
contract drawings.
2. Should, in the opinion of the consultant, unsuitable subgrade materials be
encountered at the bottom of the trench, the consultant shall direct the contractor
to further excavate the unsuitable material and back fill with approved material.
3. The trench width and sewer bedding shall be constructed in accordance with the
specification and/or as indicated on the contract drawings. Should the contractor
erroneously over-excavate the trench width, the consultant may direct the
contractor to construct a higher class of bedding or install a stronger class of pipe.
or both at no additional expense to the owner.
4. Sheeting or shoring or trench box construction shall be carried out in accordance
with the Occupational Health and Safety Act. The contractor shall submit
drawings to the consultant for review prior to commencement of the sheeting or
shoring. Removal of sheeting or shoring of the travel of the trench box shall be
carried out such that disturbance of the pipe or bedding material does not occur.
Sheeting ordered left in place by the consultant shall be cut off at least 1 metre
below finished grade.
5. The sewer trenches shall only be excavated a maximum of 30m in advance of the
complete pipe laying unless authorized by the consultant. The open portion of
the trench at workday's end shall be secured off with the erection of snow fencing
as directed by the consultant.
6. All trenches shall be kept free and clear of water to the extent that any portion of
the pipe shall not be laid in water. Disposal of the water shall be such that no risk
to public health or damage to private or public property is experienced. If
directed by the consultant, the contractor shall construct sedimentation ponds to
facilitate the removal of sand and silts form the trench water being disposed of.
3.6 Backfilling
1. Backfilling of sewer trenches shall follow jointing of pipe without delay and all
jointed pipe must be backfilled by the end of each day's operations. The trench
shall be backfilled longitudinally with approved material to a height of at least
0.60m above the top of the sewer.
2. Backfill material shall be placed in 300mm lifts in manner so as not to damage the
pipe structures. these lifts shall be individually compacted to 95% Standard
Proctor density. Backfilling will not be by bulldozing or dumping of the side of
the trench.
3. Unless otherwise specified, catch basins shall be backfilled with Granular "C".
STORM SEWER Section 02600
' Page 7
4. No main line sewer "stubs" shall be backfilled until as-built elevations and
locations have been taken.
5. Any settlement that occurs after backfilling shall be repaired without
compensation.
3.7 Catch Basins
1. Catch basin and leads shall be installed at the locations shown on the contract
drawings.
2. Catch basin leads shall be cut flush with the inside face of the catch basin wall and
be grouted into the catch basin wall.
3. Catch basin leads shall be bedded to undisturbed ground with concrete.
3.8 Maintenance
1. The contractor shall be responsible for the complete dewatering and drainage of
all working areas and all trenches to the satisfaction of the consultant in order to
enable all excavation, structure construction and ground surface finishing to
proceed in dry condition without additional cost unless expressly provided for the
Schedule of Unit Prices.
2. During the course of each stage of the contract work, and during any time interval
between the stages, however caused, the contractor shall be responsible for
protection, maintenance repair and rectification of all constructed surfaces.
whether earth, seeded, sodded, gabion, rip-rap, concrete or paved, and all
structures form all damage which may occur to said surfaces or structures as the
result of stream flow, rainstorm weather conditions or other natural conditions.
' 3. The foregoing shall specifically include, without limiting in any respect, erosion
damage and sod slippage.
4. During the progress of the work and until the completion and final acceptance
thereof, the sewer and connections shall be kept clean and free of water. If, in the
' final inspection of the sewer, and obstruction or deposit is discovered therein, it
shall be removed at the expense of the contractor.
' 3.9 Pipe Laying
1. All pipe and fittings shall be carefully lowered into the trench with proper
appliances. Before lowering and while suspended, the pipe shall be inspected for
defect and rung with a light hammer to detect cracks. Any defective pipe shall be
removed form the site of the work.
2. All pipe sewers, outfall and drains shall be laid to the lines and grades as shown
on the drawings, or as designate by the consultant. The ends of the pipe shall abut
against each other in such a manner that there shall be no shoulder or unevenness
' along the inside of the sewer.
' STORM SEWER Section 02600
Page 8
3. No pipe, except for catch basin leads and house connections when permitted by
the consultant, shall be laid unless there are at least three sight rails in position,
and each pipe section is individually sighted in.
4. All pipe sewer with a grade of less than 0.60% shall be laid to the lines and grades
shown on the contract drawings with the use of a laser instrument.
5. At all times when laser equipment is in use the contractor shall provide on site a
competent laser operator. Laser equipment and operator shall be supplied at the
expense of the contractor.
6. Concrete pipe shall be laid and bedded as specified on the plans and profiles. All
joints shall be rubber gasket type unless otherwise stated. Where required, the
pipe shall be jacked into its proper position by means of a puller mechanism. The
mechanism anchor shall be at least three pipe lengths distant form the joint being
made.
7. Rubber gaskets for concrete pipe shall be manufactured and used in conformance
with CSA Standard A.257.3 (latest revision) and any additional requirements
specified or necessary to meet the specification for infiltration limits.
8. During the construction of sewers, the contractor shall install a watertight
bulkhead at the extreme lower end or his line in order that not water may flow
into the existing system. Periodic checks shall be made by the contractor during
the construction to insure that this bulkhead is in place and has not become
damaged. On storm sewer, the contractor shall install a 'half-moon" type of
stopper which shall periodically be cleaned out. When the system is complete all
bulkheads shall be removed.
3.10 Inspection
1. Notification shall be given to the municipality and to the consultant by the
contractor whenever any item or any part on an item of work under the contract is
' to be commenced.
2. Inspectors representing the municipality and/or the consultant may be present
' during the work of the contract and such inspectors shall have the power to order
the contractor to stop work if the work, in their opinion, is not being done in
accordance with these specifications, or in suitable weather conditions. The
' inspector will advise the consultant accordingly. The consultant shall resolve the
matter to his satisfaction.
' 3. The consultant shall have the authority to instruct the contractor to carry out any
part of the work of the contract only when an inspector is in attendance.
4. The material used to fill up to 0.60m above the top of the pipe shall be dumped or
thrown in upon a section already filled in excess of 0.6m above the tip of the pipe
and from that point moved ahead over the work being filled by shovelling in the
case of small trenches and by small front end loader where trench size permits.
The remainder of the trench shall then be filled similarly to grade in 300mm
' STORM SEWER Section 02600
' Page 9
layers, each layer being thoroughly compacted by tamping or the use of
mechanical rammers or other equipment or approved type.
5. All compaction will be carried out to the satisfaction of the consultant as
determined by visual examination and/or test results, but the contractor shall
nevertheless be responsible for ensuring that the foregoing specified procedures
are carried out as a minimum at all times.
6. The contractor will remove all surplus or unsuitable excavated material form the
site of the work and shall load, haul or place all this surplus whenever direct by
the consultant without additional cost to the owner, except as otherwise provided
above.
END
MANHOLE AND CATCHBASIN Section 02630
' Page 1
PART 1 -GENERAL
1.1 General Instructions
1. Comply with requirements of Division 1.
1.2 Related Work
1. Earthworks Section 02210
1.3 Description of Work
1. The work covered by this specification shall consist of the supply of all labor,
material, consumables and equipment necessary for the installation of fittings,
manholes, frame and covers, safety grates, catchbasins and any other
appurtenances necessary for the complete construction, testing and flushing of the
sewer systems as specified in the specifications and/or on the Contract drawings.
PART 2- PRODUCTS
2.1 General
' 1. All materials shall meet the specifications of the contract.
2. All materials shall be furnished by the contractor and shall be delivered and
' distributed at the site by the contractor.
3. All materials shall be handled at all times with care and diligence so as not to
' inflict damage to the material which may adversely affect its performance.
4. Any damaged materials must be replaced or repaired by the contractor at his
' expense as ordered by the consultant.
2.2 Manholes
' 1. Precast manholes shall conform to ASTM C478 with rubber gaskets conforming to
ASTM C443.
2. The manhole frame and covers shall be gray cast iron conforming to ASTM A-48
(Class 30) with the cover pattern as specified.
3. The manhole ladder rungs and safety grates shall be aluminum Type 6061 T4
alloy conforming to CSA HA5.
4. Precast manhole adjuster rings shall conform to ASTM C478.
5. All manholes shall be supplied in accordance with OPS standards.
' 2.3 Catchbasins
1. Catchbasins frame and covers shall conform to ASTM A48 (Class 30) with the
grating style as per standards as detailed.
' Section 02630
MANHOLE AND CATCHBASIN
Page 2
2. Precast catchbasin adjuster rings shall conform to ASTM C478.
' 3. All catchbasins shall be supplied in accordance with standards as detailed.
' 2.4 Bedding
1. Granular C to OPS Form 1010.
' 2.5 Concrete
1. Concrete shall conform with OPS Form 904 except modified as follows:
' a) Unless otherwise specified, all concrete shall have a . minimum
compressive strength of 25 MPa @ 28 days.
b) All concrete shall have a maximum slump of 75 mm.
c) A 5% air-entraining admixture shall be employed in all exterior concrete
exposed to freezing and thawing.
d) Reinforcing steel shall conform to CSA G30.12 and G30.13 and shall be
' Grade 60 minimum.
2.6 Headwall Grate
1. The concrete headwall shall be supplied in accordance with municipal standard.
' 2.7 Catchbasin In-let Control Devices(ICD)
1. Catchbasin inlet control devices are to be Scepter Type "B" (1.0 cfs) framed IC Ds
or an approved equal.
PART 3 - EXECUTION
' 3.1 Excavation
1. Excavation and trenching shall be in accordance with Section 02210.
' 3.2 Manholes
1. Manholes shall be installed at the locations shown on contract drawings.
2. Manholes shall be equipped with safety gratings as specified on contract drawings.
' 3. Drop connections shall be constructed in locations as indicated on the contract
drawings.
' 4. Each pipe entering a manhole shall be cut flush to the inside face of the manhole
wall and be grouted into the manhole wall.
5. Each pipe entering a manhole shall have a pipe joint within one metre of the
' outside wall of the manhole.
i
' Section 02630
MANHOLE AND CATCHBASIN
Page 3
6. Manhole benching is to be a minimum of 230 mm wide. Manhole chamber
' openings are to be located on the upstream side of the manhole.
7. Manhole frames and grates not located in an asphalt area shall be set 0.1 m above
' finished grade.
3.3 Catchbasins
1. Catchbasins and leads shall be installed at the locations shown on the contract
drawings and in accordance with municipal standards.
2. Catchbasin leads shall be cut flush with the inside face of the catchbasin wall and
be grouted into the catchbasin wall.
3. Catchbasin leads shall be bedded to undisturbed ground with concrete.
4. The top of the catchbasin concrete shall be set at the elevation of the subgrade (if
' applicable). Unless otherwise specified, precast adjusting rings shall be utilized in
adjusting the catchbasin frame and grate to the desired interim of final elevation.
3.4 Headwall
1. Concrete headwall to be constructed in accordance with OPS 804.03.
2. Headwall grate to be constructed and affixed to the concrete headwall in
accordance with municipal standards.
3.5 Catchbasin In-let Control Devices(ICD)
1. Catchbasin in-let control devices are to be installed in the catchbasins specified on
the contract drawings and installed in accordance with the manufacturer's
specifications.
END
}
tSection 02640
SUB DRAIN
Page 1
PART 1 -GENERAL
1.1 General Instructions
1. Comply with requirements of Division 1.
1.2 Related Work
1. Play structure Section 02863
PART 2 - PRODUCTS
i2.1 Pipe
1. Pipe to be perforated Big "O" manufactured by the Big "O" Company, Exeter,
Ontario. It shall be polyvinyl chloride, CSA approved.
2.2 Filter
1. Filter sock to be continuous knitted polyester.
2.3 Backfill
1. Backfill material to be 19 mm clear crushed limestone.
2.4 Miscellaneous
1. All couplings, tee, end caps, reducers, elbows, etc. to be PVC, securely fastened.
PART 3 - EXECUTION
3.1 Inspection
1. Obtain the consultants approval prior to backfilling trenches.
3.2 Excavation
1. All areas for drainage shall be excavated to the specified depths as shown on
drawings and details.
2. Excavate trenches in straight lines and, if deviation from plans occur, make as-built
drawings.
3. De-water trenches if required during rain periods.
3.3 Backfilling
1. Backfill with materials as indicated on the drawings, to 90% Standard Proctor
Density (S.P.D.) around the pipe.
' 2. Backfill in 225 mm lifts and consolidate each layer of fill.
Section 02640
SUB DRAIN
Page 2
3. Fill materials above the drainage pipe shall be mechanically compacted, up to the
finished grade, to 95% S.P.D. Be responsible for making good any subsequent
settlement of fill and/or work placed on top of it.
3.4 Installation
1. Place pipe with holes facing downward.
2. At all ends, install insert end caps.
3. Ensure a minimum continuous fall of 1.0% is achieved.
4. Fully grout and patch at point of connections to any catch basin and/or manhole.
END
Section 03300
CAST-IN-PLACE CONCRETE
Page 1
PART 1 -GENERAL
1.1 General Instructions
1. Comply with requirements of Division 1.
1.2 Related Work
1. Earthworks Section 02210
PART 2- PRODUCTS
2.1 General
1. Cement shall be a standard grey Portland cement conforming to CSA-A.5.
2. Water shall be clear and free from injurious amounts of oil, acid, alkali, organic
matter, sediment or any other deleterious substances in accordance with CSA-
A23.1.
3. Aggregates shall meet the requirements of CSA-A23.1.
4. Chemical concrete admixtures may be used only when approved by the
landscape architect and shall then meet the requirements of ASTM-C494 and shall
be used only in accordance with the manufacturer's recommendations.
5. Air-Entraining admixtures shall conform to ASTM-C260.
6. Reinforcement shall be in accordance with CSA-G.30.
7. Expansion joint fillers shall be an approved bituminous, pre-molded fibre joint
filler conforming to ASTM-D1751 or approved self-expanding cork conforming to
ASTM-D.1752.
8. Granular base course materials shall be of clear, natural crushed stone, rock or
gravel, Granular "A" in accordance with OPS Form No. 1010.
9. All materials for poured in place concrete shall be proportioned and mixed so as
to produce a mix meeting the following requirements, and in accordance with
CSA-A23.9.
a) Strength, at 28 days as detailed
b) Aggregate 20 mm maximum
c) Maximum 75 mm slump at point of deposit
d) Air Entrainment 6% (%)
2.2 Forms
1. Wood, metal or sonotube forms.
Section 03300
CAST-IN-PLACE CONCRETE
Page 2
PART 3 - EXECUTION
3.1 Placement and Preparation
1. Remove soft and unstable areas in sub-grade and backfill and compact with
approved granular material.
2. Compact sub-grade uniformly to minimum 95% Standard Proctor Density (S.P.D.).
3. Place granular base course materials to the specified minimum depths as detailed.
4. Keep granular materials clean and free of deleterious materials at all times.
5. Maintain final grade of granular base course parallel to finished grade and obtain
approval of base before proceeding with work.
6. Submit all written test reports.
7. Comply with CSA-A23.1 with respect to conveying and placing of concrete.
8. Transport concrete from mixer to point of deposit and deposit in its final position
as quickly as possible to prevent separation and loss of materials.
r9. Do not use re-tempered concrete or concrete which has been contaminated by
foreign substances.
10. Place concrete in a continuous operation until section is completed or between
joints. When required, place construction joints in accordance with CSA-
A23.1.24.
11. Consolidate concrete, by approved means, while it is being placed. Thoroughly
work concrete around reinforcement and embedded fixtures and into corners of
forms.
12. Maintain constant quality control to ensure that finished concrete is dense,
uniform and free of honey-combing and that no separation of materials can occur.
13. Place expansion joints where shown on drawings and as detailed.
14. Do not continue reinforcing bars through expansion joints but stop on either side
of joint.
15. Install joint filler as detailed and to the specified depth. Expansion J oint shall be
true to line and plumb.
16. Seal expansion joints as soon as curing of concrete has been completed.
17. Apply sealant in strict accordance with manufacturer's recommendations. Clean
joints thoroughly before sealing and remove all laitance.
Section 03300
CAST-IN-PLACE CONCRETE
Page 3
3.2 Weather Protection
1. During cold weather protect concrete and concreting operations in accordance
with CSA-A23.1.19.
' 2. During hot weather comply with the requirements of AC1-605.
3.3 Curing
1. After concrete has sufficiently set, keep exposed surfaces continuously moist for at
least seven (7) days.
2. Concrete shall be moist-cured with the use of burlap, or an approved equal, which
shall be thoroughly wetted when applied and kept moist continuously during the
curing period.
3. The use of curing compounds must be approved by the consultant and shall then
meet the requirements of ASTM-C309.
4. Curing compounds shall be approved and shall be applied in strict accordance
with the manufacturer's recommendations, or as directed.
3.4 Admixtures
t1. It is the contractors full responsibility to adjust the proportioning and/or admixtures
in order to prevent cracking, spalling, etc. due to weather or any other reason.
Submit written report from supplier when doing so.
3.5 Repairs
1. Curb cracking may be repaired by sawcut only if done in a vertical position
otherwise break-out and re-pour new concrete.
2. Repair all concrete curbs before final course of asphalt is laid.
3.6 Testing
1. Concrete testing shall be done by taking three (3) concrete control cylinders for
each fifty (50) metres of concrete placed but, in any event, not less than one (1)
test for each day concrete is poured.
2. Cylinders shall be taken from the concrete as it is delivered to the job site in the
presence of, and as directed by, the testing engineer.
3. Cylinders shall be cured under laboratory conditions and shall be tested for
compressive strength, slump and air content, in full accordance with CSA-A23.
One cylinder shall be tested at seven (7) days and two cylinders at twenty-eight
(28) days.
4. All freshly mixed concrete shall be tested for air content at time of placement, in
accordance with CSA-A23.2.19.
Section 03300
CAST-IN-PLACE CONCRETE
Page 4
5. Be responsible for the costs of all such tests and of additional tests resulting from:
a) failure of test specimens to meet specified requirements.
b) changes in materials, proportions and mix design and supply when
requested by the contractor.
c) Re-testing due to failure of test specimens.
6. Submit complete, written test reports to the consultant.
END
Section 15490
SPRAY PAD COMPONENTS AND PLUMBING
Page 1
PART 1 -GENERAL
1.1 General Requirements
1. Comply with requirements of Division 1.
1.2 Related Work
1. Earthworks Section 02210
2. Manhole and Catchbasin Section 02630
3. Cast in Place Concrete Section 03300
4. Electrical General Requirements Section 16000
5. Storm Sewer Section 02600
1.3 Shop Drawings and Submittals
1. Submit detailed shop drawings for the following:
a) Spray fixtures including spray nozzles and colours, for approval;
b) Back flow prevention device;
c) Electrical components.
2. Record Drawings
a) Record, as the work progresses, on two sets of whiteprints, all changes or
deviations in the locations of pipes, valves, sizes of pipes, location of
apparatus or equipment and such other approved changes, that occur
during progress of work..
b) Provide at completion of work both sets of drawings with all changes
correctly marked in red ink, signed and dated by the Contractor.
c) Final certificate of acceptance will not be issued until satisfactory record
drawings are filled with the owner.
3. Maintenance Data and Operating Instructions
a) Assemble all equipment literature, parts list, operating instructions and
maintenance instructions and other pertinent data and submit two sets to
the owner for approval prior to substantial performance. Make changes or
submit additional information if required to secure approval.
b) Instruct Municipal staff on correct operations and maintenance of
mechanical and electrical systems.
c) Bind data in a vinyl hard covered, 3 ring loose leaf binder for a 8 '/2" x 11"
size paper or in a duo-tang cover with clear acetate front.
Section 15490
SPRAY PAD COMPONENTS AND PLUMBING
Page 2
d) Enclose title sheet, labelled "Operation and Maintenance Data", project
name, date and list of contents. Place label "Operation and Maintenance
Data on cover of binder with embossed tape, i.e. Dymo or equal.
i e) Provide description, operation and maintenance instruction for all
■ mechanical and electrical systems including electrical service. Provide
complete list of equipment and parts list. Indicate name plate information
such as make, size, capacity, serial number.
Provide names, address and phone number of sub-contractors and
suppliers.
g) Special tools and keys — on completion of the project and prior to Total
Performance, submit to the owner all special tools and keys required to
operate, adjust, and maintain the equipment, locks, etc.
1.4 Scope of Work
1. The Contractor shall furnish and install water spray fixtures including concrete
footings, all excavation, backfill, hardware, fittings, nozzles, piping to the valves,
accessories and finishes required, in accordance with the plans and specifications
and directions of the Landscape Architect. Furnish all labour, materials,
equipment and perform all operations necessary for the completion of the work
whether shown in the drawings or not. The installation shall be as indicated on
the drawings, and in accordance with the manufacturer's recommendations as
reviewed and approved by the owner. The installation shall be accomplished by
skilled work personnel. The installation of all water pipe and fittings, and the
installation of all electrical wiring, and conduit, shall be under the direct full time
supervision of a licensed corresponding trade, as approved by the owner.
2. The contractor shall furnish all plumbing works, labour and materials necessary to
provide a fully operational spray pad as detailed on the drawings. Work shall
include but is not necessarily Limited to the following:
a) Provision of a 2" copper water supply line from existing building to the
spray pad location including a tracer wire for the full length of pipe.
b) Provision of a Fargo Box adjacent to the building which will contain the
master valve, double check valve, strainer, electric valves, and all other
components as required by local code and as approved by the
Municipality's plumbing inspection.
c) Provision of all plumbing and related electrical works to accommodate a
fully operational spray pad with the spray components identified.
Section 15490
SPRAY PAD COMPONENTS AND PLUMBING
Page 3
PART 2 - PRODUCTS
2.1 Spray Fixtures
1. Spray fixtures shall be Vortex named designs as follows:
Water Play Features
1 - Cane by Vortex, model #VO2-24, colour red
2 Large Ground Spray, by Vortex, model #VO2-09
Reference: Crozier and Associates
Mississauga, Ontario
Tel: (905) 890-0582 or 1-800-665-3821
2. Upright spray fixtures shall be constructed of schedule 10 stainless steel 304/304L
pipe.
3. Ground level spray fixtures shall be constructed of schedule 40 stainless steel
304/304 L pipe.
4. Spray fixtures to meet ADA compliance, handicap accessible.
5. Spray fixtures will be supplied with all necessary anchoring hardware and
installation templates, shipped in time to accommodate site work.
6. Spray fixture nozzles shall be of brass construction, three piece assembly,
interchangeable with a standard receiving brass body. Nozzles will address the
water consumption, and variable water displays, through attachments in the
interchangeable fittings. All nozzles will be supplied with 'custom' securing tools
for access to interchangeable parts.
7. All ground level spray fixtures to have pressure test and winter close off fittings.
8. All spray fixtures are to car a minimum warranty of three 3) ears on all
carry �' ( years,
workmanship and materials.
2.2 Footings
1. Concrete for footings shall conform to the Concrete Specification.
SPRAY PAD COMPONENTS AND PLUMBING Section 15490
Page 4
2.3 Granular Material
1. See granular specifications or as specified elsewhere.
2.4 Sand
1. Shall consist of clean builder's sand consisting of hard, durable uncoated grains,
free from lumps of clay or other deleterious substances, of such size that when dry
100% shall pass a No. 20 sieve and no more than 5% by weight shall pass a No.
100 sieve. The sand may be rejected if it contains more than 6% by volume of
loam and silt.
2.5 Copper Tubing
1. All tubing and fittings shall be as specified in Plumbing Section. Copper tubing
and fittings are to be supplied from valves on the water supply line to the fixtures,
with the connection at the fixture to be made with a dielectric coupling.
2.6 Fittings
1. Shall be approved red brass class 'A' threadless type, containing no less than 85%
copper adaptable for copper tubing.
2.7 Electrical
1. See section 16000 under electrical. All electrical operating systems including
activation fixtures (above grade or flush with grade models), and control panels,
shall be CSA/UL approved specifically for water park operations. All mechanisms
are to have no moving parts, and be made accessible only with the use of owner
supplied, tamper proof, stainless steel security hardware. All wiring to be
specified and approved by the manufacturer of spray fixtures.
2.8 Joints
1. Shall be made by soldering, using 95-5 tinantimony solder.
2.9 Pipe and Fittings
1. Main line pipe and fittings to be schedule 40 PVC. The distribution laterals and
fittings to be schedule 40 PVC. Ensure that a proper slope is consistently applied
to all piping to ensure positive gravity assisted drainage of the entire system.
Ensure all fittings are secured to close openings (off season) to protect them from
the entry of water back into the piping system (see nozzles section).
2. The contractor shall install all necessary piping in general accordance with the
plan, however the owner's representative reserves the right to change the routing
or depth of pipe. Special care shall be taken to ensure that all backfill material be
free of debris which could damage piping. All piping shall be surrounded by 6"
envelope of sand to ensure compaction and protection.
Section 15490
SPRAY PAD COMPONENTS AND PLUMBING
Page 5
2.10 Hardware
1. All hardware, fittings and fastenings shall be as indicated on the shop drawings
and as may be required to complete the installation. Anchor fasteners to be
stainless steel.
2. Lag bolts shall be of best quality stainless steel with flat type vandal proof head.
Anchors shall be stainless steel in size required.
2.11 Plumbing
1. Domestic Water Piping and Fittings
a) Buried Section:
Pipe: type 'K' soft drawn copper water tube.
Fittings: wrought copper, pressure type solder joint fittings,
brazed joints or corporation fittings.
b) Unburied Section 50 mm Size and Smaller:
Pipe: type 'L' hard drawn copper water tube.
. Fittings: wrought copper, pressure type solder joint fittings.
c) Spray Pad PVC Piping:
Pipe: PVC SDR26, class 160 conforming to CSA B137.3.
Fittings: PVC Schedule 40 solvent weld or threaded.
Pipe Solvent: CSA approved type as recommended by pipe
manufacturer.
. Thread Lubricant: Teflon tape of Permatex#2.
2. Valves
a) Shut off Valves: PVC gate valve. Sizes to match pipe.
b) Flow Regulating Valve: PVC valve. Size to match pipe.
c) Solenoid Valves: PVC solenoid valve must be of type having 24 VAC 250
MA max. holding current coil rating.
d) Backflow Prevention Device: Double check valve assembly, Watts 709-
QT-50 mm (2") or Febco 805Y-BY-50 mm (2") to Ontario Regulation
815!84.
3. Water Service Fittings
a) All fittings shall be approved by the Region of Durham, Development
Approvals Division, Works Department. Refer to Drawing No. OPSD-
1 104.2 for a 50 mm diameter service.
Section 15490
SPRAY PAD COMPONENTS AND PLUMBING
Page 6
PART 3 - EXECUTION
3.1 Water Play Spray Features
1. Water play spray features shall be installed in accordance with the manufacturer's
specifications, and approved by the owner. The Contractor shall use extreme care
when installing spray fixtures, and it is advisable to leave intact all wrapping
through installation, to be removed upon completion. Entire assemblies shall be
installed in accurate location, square and plumb, and in required location to
surrounding finished grade, on footings specified.
2. Footings shall be sonotube formed cast in place concrete to a minimum depth of
1200 mm, to undisturbed subgrade.
3. Stake locations of all spray poles and spay jets on site and obtain owner's approval
prior to installation. Adjust locations as directed by the owner.
4. Install spray pole plumb in all directions. Where poles are arranged in a line,
orient spray direction into the spray pad, parallel unless otherwise directed.
5. Install spray jets in spray pad according to manufacturer's instructions. Install
approved grouting around spray jet to secure jet and prevent water from leaking
down beneath the spray pad.
3.2 Plumbing
1. Conform to requirements of all regulatory agencies including;
a) Local and Regional by-laws and regulations set out by The Municipality of
Clarington.
b) Ontario Regulations 815/84 Plumbing Code, made under Ontario Water
Resources Act, as amended to date.
c) Ontario Hydro and the Canadian Electrical Code, latest edition.
2. Work must be executed by a skilled tradesman having at least five (5) years
experience in this type of work. Plumber must be licensed to do work in the
Municipality of Clarington, and must secure a plumbing permit from the Buildings
Department.
3. Welding ontractor must be full approved b the Canadian Welding Bureau
g Y pP Y g
under the requirements of CSA W-47. Welding is to be done in accordance with
CSA W-59.
4. Inspect and verify that all work done by others has been completed according to
the drawings and specifications. Notify the owner in writing prior to
commencement of this work, of any discrepancies or incomplete work. Failure to
notify the owner in writing constitutes an acceptance by the Contractor of existing
conditions and an acceptance of responsibility for any damage and repairs.
Section 15490
SPRAY PAD COMPONENTS AND PLUMBING
Page 7
5. Coring of holes through concrete floor slabs and walls where required to
accommodate piping is the responsibility of the Contractor. Patch all holes to the
owner's satisfaction.
6. Determine the installation requirements and dimensions of equipment required to
be connected to piping. Make piping fit, including any adjustment required by
changes in dimensions.
7. Supports and Hangers
a) Pipe supports and hangers shall be approved type, properly located and
installed to give adequate support without excessive sway or vibration,
and to provide freedom of movement for thermal expansion. Support
horizontal piping at intervals in accordance with the requirements of
applicable Codes and Regulations or as specified. Hangers, unless
otherwise specified, shall be adjustable wrought steel clevis type
galvanized with supporting plated nut and upper lock nut.
b) Pipe hangers, where pipe is to be insulated, shall fit around the outside of
the pipe insulation. Protect insulation by shields and saddles. On
domestic water and insulated drainage piping, protection by means of
sheet metal shields will be accepted. Bare copper piping shall have a
single thickness of packing between the copper pipe and its hanger or
support.
c) Trapeze type hangers may be used where pipes are grouped together,
consisting of a substantial horizontal steel angle or channel provided with
adjustable steel rods, fitted approved beam clamps or rod with supported
nut and a second lock nut.
8. Water Supply Piping
a) Install all piping, valves, fittings, etc. according to O.Reg 815/84.
b) Install all piping, valves, fittings, etc. within the chamber squarely to the
walls, both horizontally and vertically, allowing adequate accessible space
to facilitate easy operation and maintenance of all equipment and
mechanical components.
c) In buried locations, install piping in open trenches in straight lines and to
the elevations shown on the drawings, or as designated by the owner. Fit
sections so that, when complete, the pipe has a smooth and uniform invert
elevation/slope. Do not work on frozen ground. Minimum cover shall be
1200 mm unless shown otherwise on the drawings.
d) Before pipe is laid, remove dirt, lumps blisters and foreign matter from the
interior of the trench. Fully protect ends of pipe to prevent water, silt or
any other substances.
Section 15490
SPRAY PAD COMPONENTS AND PLUMBING
Page 8
e) Provide Granular 'D' (13 mm crushed stone) under and around all pipes,
minimum 150 mm below pipe, 300 mm above pipe and full width of
trench, minimum 500 mm wide. Place and compact bedding in 150 mm
layers.
fl Tamping shall be done with approved vibratory compaction machinery.
All bedding shall be compacted to obtain 95% of the Standard Proctor
Maximum Dry Density.
g) The Contractor shall use special care in placing and compaction of the
bedding so as to avoid damage or movement of the pipe or
appurtenances.
9. Drainage
a) The drain system shall consist of 300 mm dia. solid PVC pipe with catch
basin to OPSD-705.010. Refer to specifications.
10. Pipe Crossings
a) Where two (2) pipes cross each other and with less than 1 m clearance
between them, encase the lower pipe in 15 MPa concrete up to the centre
line of the upper pipe and with a length along the lower one equal to the
outside diameter of the lower pipe plus 0.5 m.
3.3 Electrical
1. Install electrical components in accordance with local electrical codes and
regulations.
2. Mount control panel securely to inside electrical room in a location approved by
the Municipality of Clarington..
3. Install solenoid valves and control equipment according to manufacturer's
instructions.
3.4 Mechanical Equipment Installation
1. Install mechanical equipment according to manufacturer's instructions,
conforming to O.Reg 815/84. Adjust equipment for proper operation as directed
by the owner.
2. Install back flow prevention device horizontal to the floor of the chamber with
300 mm clearance between the floor and bottom of backflow prevention device.
3. Identify valves by means of approved brass tags bearing embossed black numbers.
Section 15490
SPRAY PAD COMPONENTS AND PLUMBING
Page 9
4. Install area drain and spray pad level in all directions and flush with concrete
collar. Slope concrete collar to drain at 3%. Connect drain to drain pipe with M.J.
or PVC socket connection available from manufacturer.
3.5 Testing and Adjustments
1. All water play spray fixture components shall be water pressure tested before
backfilling and paving, and/or pouring of concrete slabs. The Contractor is to
ensure all water supply lines are free of debris, and flushed of any foreign material
prior to the hook-up of any spray fixtures, and the Contractor shall have the
presence of the Landscape Architects, or Project Official. Prior to the backfilling of
any supply lines, joints or connections, the entire system shall be maintained
under full pressure for no less than one (1) hour. The Contractor is to ensure all
nozzles are adjusted and secured to the owner's satisfaction. The Contractor is to
test all drainage systems of the spray fixtures.
2. Arrange for all required inspections and testing such as for water service, plumbing
and drainage, and electrical work. Costs of testing are the responsibility of the
contractor.
3. Submit all inspection certificates within five (5) days of inspection or test.
4. Adjust spray direction of spray jets and valve settings to achieve spray heights and
effects as directed by the owner.
5. Set electrical timer control panel as directed by the owner.
END
ELECTRICAL GENERAL REQUIREMENTS Section 16000
Page 1
1.0 General Conditions
1. Information for tenderers, general conditions, supplementary conditions and the
tender form, form an integral part of this Division of the specification.
2. Conform to General Instructions.
3. Unless specified otherwise, the following instructions will apply to all sections
of Division 16.
2.0 Intent
1. Mention herein or indication on drawings of articles, materials, operations or
methods requires: supply of each item mentioned or indicated, of quality, or
subject to qualifications noted; installation according to conditions stated and;
performance of each operation prescribed with furnishing of necessary labour,
equipment and incidentals for Electrical Trades, Division 16.
2. Supplementary to definitions established are:
a) "Supply" will mean furnishing to site in location required or directed
complete with accessory parts.
b) "Install" will mean set in place and secured or affixed to building
structure as noted or directed.
c) "Provide" will mean supply and install as each is described above.
3. Where used, wordings such as "approved, to approval, as directed, permitted,
permission, accepted, acceptance", will mean: approved, directed, permitted,
accepted, by authorized representative of the owner.
3.0 Standards And References
1. Equipment provided under this Division will conform to applicable standards
and regulations of the following organizations:
Canadian Standards Association (CSA)
Underwriters' Laboratories of Canada (ULC)
Canadian Electrical Code (CEC)
Electrical Safety Authority
Ontario Electrical Safety Code
Canadian Underwriters Association (CUA)
National Building Code (NBC)
Ontario Building Code (OBC)
Section 16000
ELECTRICAL GENERAL REQUIREMENTS
Page 2
4.0 Materials
1. Materials will be new, of Canadian manufacture where available, first quality
and uniform throughout. Submit tender based on the use of materials and
equipment specified or on the listed acceptable alternate equipment as further
detailed.
2. Electrical materials will be C.S.A. approved and be so labelled. Materials not
C.S.A. approved will receive acceptance for installation by Electrical Safety
Authority Inspections Branch before delivery, and modifications and changes
required for such acceptance will be included in work of this Section. Material
will not be installed or connected to the source of electrical power until
approval is obtained.
3. Confirm capacity, ratings and characteristics of equipment items being provided
to supply power to equipment provided under other Divisions of the work.
Resolve discrepancies before such items are purchased.
5.0 Material Acceptance
1. Acceptance of materials installed presumes that materials have not been
damaged or exposed to conditions that would be considered to adversely affect
performance and life expectancy.
2. If, in the opinion of the Consultants, materials have sustained damage, or have
been exposed to abnormal conditions, it will be the responsibility of the
contractor to have such tests performed as deemed necessary by the Consultants
to establish condition and therefore, acceptability of installed materials.
3. Tests will be conducted by independent testing specialists acceptable to the
Consultants who will provide written report of tests directly to the Consultants.
6.0 Examination Of Site & Conditions
1. Examine the site, local conditions and the complete set of landscape drawings
affecting the work of this project. Examine carefully all Tender Documents and
ensure the work can be satisfactorily carried out as shown. Before commencing
work, examine the work of other sections and report at once, any defect or
interference affecting the work of this Section. No allowance will be made later
for any expense incurred through failure to make this examination or to report
any discrepancies in writing. The complete set of drawings and specifications
are available at the office of the Landscape Architect. Any item affecting the
price is to be in writing with the Tender submission.
7.0 Workmanship
1. Workmanship and method of installation will conform to best standards and
practice and will be performed to approval. Work will be performed by
licensed tradesman skilled in work to be performed. The electrical contractor
must hold a valid license for work at 750 volts and below.
Section 16000
ELECTRICAL GENERAL REQUIREMENTS
Page 3
8.0 Co-Operation And Responsibility
1. Work of this division will include full responsibility for laying out of work; and
for any damage caused to other section of work by reason of improper location
or installation; prompt installation of work in advance of concrete pouring or
similar work; and responsibility for condition of all material and equipment
supplied under this Section and responsibility for protection and maintenance of
work completed and accepted until termination of contract.
2. Co-operate with the Landscape Contractor to ensure that items installed under
this Section are located in proper relation to other materials. Co-operate fully
with the preparation and maintenance of an accurate construction co-ordination
schedule.
9.0 Temporary And Trial Usage
1. Temporary or trial usage of materials, will not be construed as evidence of
acceptance of same.
2. Permanent electrical services and equipment will not be used for construction
purposes except as otherwise directed in writing by the Consultant.
10.0 Protection
1. Protect work from damage that would impair its efficiency or mar its
appearance.
2. Securely plug or cap open ends of raceways to prevent obstruction using
approved manufactured devices.
3. Protect factory-finished equipment from damage. Damaged finishes will be
restored to original condition.
4. Return equipment to manufacturer for refinishing, if so directed.
11.0 By-Law And Regulations
1. Work will conform to the latest rules, regulations and definitions of Canadian
Electrical Code and applicable Municipal and Provincial Codes and Regulations,
and to the requirements of other authorities having jurisdiction in the area where
work is to be performed. Minor changes required by an authority having
jurisdiction will be carried out without change to the contract amount.
Standards established by drawings and specifications will not be reduced by
applicable codes or regulations.
12.0 Permits And Fees
1. File contract drawings with proper authorities and obtain their approval of
installation and permits for same before proceeding with work. Prepare and
submit necessary detailed shop drawings as required by Authorities.
r
ELECTRICAL GENERAL REQUIREMENTS Section 16000
Page 4
2. Pay all fees in connection with examination of drawings, permits, inspections
and final certificate of approval.
13.0 Certificates
1. Furnish necessary certificates as evidence that work installed conforms to the
laws and regulations of authorities having jurisdiction.
14.0 Guarantee-Warranty
1. Guarantee materials and workmanship for period of one year (except as
otherwise noted) from date of final acceptance by the Consultants, and defects
will be corrected and made good, except in case of defects occurring from
misuse by occupants.
15.0 Construction Facilities
1. Provide job site office, workshop, tools, material storage, and the like, which are
required to complete work.
16.0 Contract Drawings
1. Drawings are intended to serve as a guide showing quantities, and general
arrangements, and are not necessarily working drawings from which
measurements can be taken, except where dimension figures are specifically
shown. Information involving accurate measurements will be taken from the
consultant's site drawings.
17.0 Shop Drawing Material And Lists
1. Prepare and submit (a minimum of six) shop drawings and lists of materials for
review. (Refer to the General Conditions of the contract). Make submittals of
more than two pages in booklet form.
2. Prior to equipment fabrication, delivery or installation, submit complete lists of
materials proposed, indicating manufacturer, catalogue numbers and complete
performance data.
3. Review of shop drawings by the Consultant is for the sole purpose of
ascertaining conformance with general design concept. This review will not
mean that the Consultant approves detail design inherent in shop drawings,
responsibility for which will remain with contractor and such review will not
relieve contractor of his responsibility for meeting all requirements of contract
documents. Contractor is responsible for dimensions to be confirmed and
correlated at site, for information that pertains solely to fabrication processes or
to techniques of construction and installation and for co-ordination of work with
all trades.
Section 16000
ELECTRICAL GENERAL REQUIREMENTS
Page 5
18.0 Record Drawings And Specification
1. Maintain record revisions and furnish record drawings for work of this Division.
Obtain for this purpose at least two sets of white prints.
2. Show on record drawings, all deviations in the work; exact locations for all
electrical services buried below pavement and lawns; concealed junction or pull
boxes; access panels. Locate exterior buried work by dimension from lighting
poles and other fixed objects.
3. Obtain approval for all provisions for future extension, and establish verification
before these are concealed.
4. Provide "As Built" Record Drawings together with other documents required
upon completion of the work.
19.0 Interference Drawings
1. Prepare and submit composite interference drawings to avoid and/or resolve
conflict of trades and to co-ordinate work of Electrical Division with all other
trades.
2. Interference drawings will indicate exact arrangements, of all areas and
equipment to scale with dimensions.
3. Co-operate with work of Mechanical Division and provide data requested and
as required in the preparation of interference drawings for the work of
Mechanical Division.
4. Make interference drawings in conjunction with all parties and trades concerned
showing sleeves and openings and passage of electrical work through the site.
Drawings will also show inserts, special hangers and other features to indicate
routing through confined spaces, installation of equipment in such areas.
5. Provide detail drawings of pulling pits, equipment bases, anchors, etc.
pertaining to electrical work.
20.0 Instructions To Operator
1. Instruct owners' representative in care, maintenance and operation of Electrical
Systems and associated equipment.
2. Supply full Operating and Maintenance Instructions in triplicate, each in stiff
cover, three-ring binder suitably separated and labelled. Operate each item of
equipment in presence of owners to ensure understanding of working parts and
function of each item of equipment. Supply one complete set of "Reviewed"
Shop Drawings in separate hard cover binder suitably separated and labelled for
owner's use.
Section 16000
ELECTRICAL GENERAL REQUIREMENTS
Page 6
21.0 Maintenance Data
1. Compile information and prepare two Maintenance Data manuals which will
include:
a) Manufacturer's installation, operation and maintenance instructions,
replacement parts and names and addresses of suppliers, for all movable
apparatus and mechanically and electrically operated items, appliances
and equipment.
b) Detailed instructions and recommended materials for cleaning,
Iubricating and maintenance.
c) Chart showing any necessary seasonal adjustments to electrical
apparatus and recommended minimum and maximum time intervals for
inspection of all items.
d) Lists of lamps used throughout the project indicating: wattage, voltage,
ordering abbreviation and/or catalogue number.
e) List of fuses, overcurrent, overload, protective relays, etc. Indicating
type; size; quantity; and name of machine, motor, feeder, or device
protected.
22.0 Cleaning, Lubrication And Adjustment
1. Immediately prior to completion of work:
a) Remove all dust, dirt, and other foreign matter from internal surfaces of
enclosed electrical apparatus and equipment.
b) Remove all temporary protective coverings and coatings, temporary
labels.
c) Clean, repair, lubricate and adjust all mechanism and movable parts of
apparatus and equipment leaving it in new condition and operating
properly.
d) Balance demand loads for service and distribution feeders within 5
percent upon completion of work and after the facility is in full
operation.
23.0 Inspection And Testing
1. Systems, equipment, and all major items of material will be tested to the
satisfaction of the Consultant, and as required to establish compliance with plans
and specifications, and with the requirements for the Supply and Inspection
Authorities.
ELECTRICAL GENERAL REQUIREMENTS Section 16000
Page 7
2. Faulty and defective equipment will be replaced with new materials.
Conductors which are found to be shorted or grounded, or have less than proper
insulation resistance, will be replace with new conductors.
3. Tests will include, but are not limited to, the following:
a) Test of secondary voltage cables will include megger tests to establish
proper insulation resistance, and phase-to-ground resistance of cables.
b) Test of all adjustable overload and overcurrent protective devices of
secondary switchgear to establish calibration and operation in
accordance with specifications and approved co-ordination curves.
c) Visual examination of switchgear to determine adherence to allowable
manufacturing tolerance and compliance with manufacturer's
recommended installation requirements.
d) Proper functioning of all systems.
e) Polarity tests - to establish proper polarity connections to all sockets and
receptacles.
f) Test of system neutral to establish proper insulation resistance and
isolation of neutral from ground except for required ground connection a
Service.
24.0 Certification Of Tests
1. When work is complete submit three copies of test results and a signed
statement listing all tests that have been performed as required by specifications
and manufacturer's instructions.
25.0 Completion
1. Provide receipts from designated representative of owner for portable and loose
materials (e.g. spare fuses, keys, etc.)
2. Provide copy of final Certificate of Inspection from the Electrical Safety
Authority.
3. Perform tests and provide documentation as further described herein.
4. Provide Record Drawings to approval.
5. Provide manufacturers corrected "as built" shop drawings for all major electrical
items and systems, including all shop drawings returned for modifications.
ELECTRICAL GENERAL REQUIREMENTS Section 16000
Page 8
26.0 Cutting And Patching
1. Provide openings and sleeves in walls and floors, as required for work of this
Section.
2. Pay for cutting and patching and making good as required for work of this
Division by reason of faulty or late work. Before commencing, obtain
Consultant's approval for extent and nature of cutting. Make good disturbed
surfaces to the consultant 's approval.
27.0 Schedule Of Work
I. Electrical services and auxiliary services will be maintained continuously
without interruption. Interruptions to services will be confined to periods of
time to be designated by the Consultant, and/or owner's designated
representative. Include in tender for temporary connections, overtime labour
charges, and such related allowances in order to conform with these conditions.
28.0 Taxes
1. Tender submitted to perform all or any part or parts of the work of this Division
will be quoted including all applicable Provincial Sales Taxes, and Goods and
Services Tax to be shown separately.
END
BASIC MATERIALS AND METHODS Section 16005
Page 1
1.0 General
1. Conform to Section 16000- Electrical - General Requirements
2.0 Branch Circuit Wiring And Feeder Cables
1. Provide branch circuit wiring, conduits and feeders as required for Lighting, Power
and auxiliary Systems. Separate conduit systems will be provided for feeder,
lighting and power systems.
3.0 Holes And Drilling
1. Pneumatic hammers and percussion drills are prohibited.
2. Where not sleeved, make holes through concrete walls and floors by core-drill only.
3. Seal holes and sleeves through floors to serve as water dam.
4. Comply with requirements of CSA Standard No.A23.3 Paragraph 5-17.
4.0 Watertight Seal At Exterior Walls
1. Provide "Lind-Seal" sleeve devices, cast into exterior walls below grade for conduits
and cables which pass into finished spaces. Convert non-metallic ducts to rigid steel
conduits through such seals.
5.0 Fire Proofing And Sealing
1. Make watertight seal at sleeves at other openings through floors above grade.
Sleeves to extend minimum 25 mm (1 inch) above finished floors.
2. Provide Fireproofing protection of openings through floors and fire rated walls.
3. Caulk spaces between conduit, cables, bus ducts, raceways, cabletrays with
"Cerafibre" 2300 F packing to Building Department approval. Pack and seal both
sides of openings with Electrovert "Flameseal" putty, minimum thickness 25 mm(1
inch). Install in accordance with Electrovert Instruction Bulletin #3601.
4. Cap unused sleeves through floors and walls.
6.0 Hangers And Inserts
1. Provide necessary hangers and inserts for work of this Division.
2. Erect hangers free of kinks and plumb; where plumb hangers are not possible install
slanted hangers in pairs in a manner to balance the load. Secure to building
structure by suitable means in a manner to develop full strength of hanger.
3. Fasten to cast-in place concrete by suitable drilled or cast-in inserts.
4. Fasten to structural steel using bolts or welded fasteners.
BASIC MATERIALS AND METHODS Section 16005
Page 2
5. Use trapeze hangers consisting of rods and unistrut where several conduits run
together.
6. Do not use wood, chain, wire lashings, strap or grappler bar hangers except where
noted or detailed. Percussion type fastenings (fastenings set by an explosive charge)
may be used only with written permission of the Consultant.
7. Support outlet and junction boxes independently of the conduits running to them
where required by electrical code and where deemed necessary by the Consultant.
Use steel angle brackets or steel rods to support outlets for fixtures, which due to
weight, require attachment to the building structure.
8. Drilled fastening to concrete will be self-drilling concrete anchors, Phillips "Red-
Head" or approved equal. The maximum weight per fastening will not exceed 25%
of manufacturer's "pull-out" load data.
7.0 Painting
1. In general, equipment will be galvanized or painted in the factory before being
shipped to site. Where painting is required, the material will be sanded and
cleaned. The metal will have an approved prime rust resistant coat and will be
finished in two coats of an approved exterior gloss enamel paint.
2. After installation, touch up all scratches, chips, other damage and defects in paint,
using zinc chromate primer or paint or special enamels as necessary to match the
original.
3. Finish and colour of all equipment will be coordinated to provide uniform
appearance.
4. Painting of conduits and supports and other exposed surface work will not be
required under this contract.
5. Install material in time to be painted together with mounting surfaces.
6. Do not paint over nameplates.
8.0 Nameplates And Schedules
1. Identify electrical equipment supplied under this Division with 3 mm thick black
laminated plastic nameplate to indicate equipment controlled to provide instruction
or warning. Lettering will be 6 mm high for small devices such as control stations
and at least 13 mm high for all other equipment. Submit a list of proposed
nameplates for approval before manufacture.
2. Provide panelboards with typewritten schedules identifying outlets and equipment
controlled by each branch circuit. Protect schedules with non-inflammable clear
plastic.
3. Identify junction boxes, pull boxes, cover plates, conduits and the like, provided for
future extension, indicating their function.
BASIC MATERIALS AND METHODS Section 16005
Page 3
9.0 Equipment Locations
1. Device plates will cover opening left for outlet box, and plates will be attached to
boxes in an approved manner. Outlets and fixtures are to be located symmetrically.
2. The right is reserved to alter the location of equipment and outlets a distance of up
to 3 metres without involving a change to the Contract amount, providing notice is
given prior to installation.
10.0 Excavation And Backfill
1. Provide necessary excavating and backfilling required for work of this Division,
performed as specified under another Division of the work, except as modified
below.
2. Keep excavations free from water, pump as necessary. Provide and maintain
adequate heat, shoring, other necessary temporary protection.
3. Trench excavation will be carried out in strict conformity.with the Trench Excavator
Protection Act.
4. Excavation for underground services will be to required depths and dimension and
will be prepared as required, so that no portion of any conduit or duct bank, bears
directly against any rock or other hard surface.
5. Remove and dispose of all surplus excavated material.
6. Backfill promptly after approval of work. Prevent damage to or displacement of
walls, piping, conduits, waterproofing and other work.
7. For direct buried conduit in all soil conditions excavate to 150 mm below and a
minimum of 100 mm either side of the cable run. Fill back with a bedding of
granular "A" gravel or sand.
8. Refer to details on drawings and to utility company requirements for concrete
encased duct installations.
9. Where excavation is necessary in proximity to and below the level of any footings,
provide a sleeve at the proximity line and back fill with 20 mPa concrete to the level
of the highest adjacent footing. Proximity is determined by the angle of repose as
established by the Consultant.
10. Provide sleeves under all roads and paved areas.
11. Before backfilling, obtain approval. Remove all shoring during backfilling.
12. Backfill trenches within building, with clean sharp sand in individual layers of
maximum 150 mm (6") thickness, compacted to a density of 100% Standard
Proctor. Hand compact the first layers up to a compacted level of minimum one
BASIC MATERIALS AND METHODS Section 16005
Page 4
foot. Hand or machine compact the balance up to rade, using approved
g g PP
equipment.
13. Backfill trenches outside buildings, not under roads, parking lots, or traffic areas, up
to a compacted level of 450 mm above the cable or duct bank with individual
layers of material up to 150 mm (6") thick, hand compacted to a density of 95%
Standard Proctor, using sand or granular "A" gravel. Backfill the balance to 95%
Standard Proctor, using approved equipment.
14. Backfill all other trenches outside buildings with granular "A" gravel in layers not
exceeding 150 mm thickness, compacted to 100% Standard Proctor density up to
grade level: manual compaction up to 450 mm and mechanical compaction, using
approved equipment, for the balance.
15. Make good existing paving, curbs, lawns and other work where damaged by
excavation and filling work of this Division. Repair any subsequent settlement of fill
placed under this and pay all costs in replacement of other work damaged by such
settlement and restoration.
11.0 Support For Underground Services
1. Provide suitable solid support to comply with requirements of authorities having
jurisdiction, where solid, undisturbed earth stratum is not available for support of
underground services. Minimum requirements where services pass through backfili
or exterior foundation walls will be 20 mPa concrete fill, full depth to undisturbed
earth.
2. Reinforced concrete duct banks will be keyed into sides of foundation walls. Extend
and connect reinforcing steel of duct banks to reinforcing steel of foundation wall
construction to prevent failure at the junction of the pipe support and wall.
12.0 Conduits, Raceways And Wireways
1. Wire and cable will be installed in conduit (or tubing) as follows:
a) Rigid and galvanized steel conduit with threaded IPS fittings to be used:
-Where noted and required by regulations
-Surface mounted within 1200 mm of floor and where subject to mechanical
damage
-Where embedded in poured-in-place concrete
-Where installed in concrete which is in contact with earth or grade
2. Electrical metallic tubing (EMT) may be used concealed in place of rigid conduit in
dry locations subject to governing regulations. Connectors will be provided with
factory-installed insulated throats.
3. Use flexible metallic conduit for connections to chain suspended and recessed
fixture drops, motors, transformers and similar equipment to prevent transmission of
vibration. A code-gauge green grounding conductor will be provided for all
connections. Use "Sealtite" conduit with Hubbell-Kellum Sealtite conduit strain
relief grips for all such connections at motors.
BASIC MATERIALS AND METHODS Section 16005
Page 5
4. Conduit installed below grade and below concrete grade slabs will be rigid
heavywall PVC type, with solvent weld joints and Electrical Safety Authority
approved for use above grade. (CSA SPEC C22.2-No. 211.2). Rigid TYPE 2 PVC
underground conduit, EBII, DBII and poly pipe are not acceptable.
5. Provide a separate code gauge supplementary grounding conductor run in each
conduit or duct, terminating a ground block at panelboards.
6. Fasten every conduit to structural members by means of approved conduit clamps
or clips. Wire lashing is not acceptable.
7. Where conduit is installed in concrete slabs, obtain general approval, prior to
commencing the work, on both maximum dimension and crossovers which may be
used therein. Comply with requirements of CSA Standard No.A23.3 paragraph
5.17.
8. Install conduits in such a manner as to conserve head room and interfere as little as
possible with free use of space through which they pass. Obtain approval for
routing of same. Keep conduits at least 150 mm (6") clear of heating pipes, flues
and other high temperature work.
13.0 Wiring And Cable
1. Wire and cable will comprise copper conductors, sized as noted, rated 90 deg. C.,
1000 volt minimum and CSA approved for applications.
2. Wire and cable unless noted, will be Type RWU which cable will not be installed at
temperatures below 20 deg. F.
3. Use X-Link insulated cables for circuits protected by ground fault circuit interrupters.
4. Include in each conduit, tubing and raceway, a code gauge green stranded
supplementary grounding conductor which will be connected to suitable ground
bus in equipment.
5. Minimum wire size for power wiring will be no. 6 AWG gauge unless specified
otherwise. Control wiring will be #14 AWG red insulation. Maximum voltage drop
between furthest outlet of any circuit, when fully energized, and panel to which it is
connected will not exceed three percent.
6. Number of wires indicated for lighting and power, motor and motor control, alarm,
signal, communication, and auxiliary systems is intended to show general scheme
only. The required number and types of wires will be installed in accordance with
equipment manufacturer's diagrams and requirements, and with requirements of the
installation, except that specification standards will not be reduced.
7. Solderless connectors nylon-jacketed "Vibration-Proof" screw-on wire connectors
"Ideal-Wing Nuts" rated 600 volts will be used for joints in Branch Wiring.
BASIC MATERIALS AND METHODS Section 16005
Page 6
8. Wires or cables in feeders, sub-feeders and branch circuits will be colour-coded in
accordance with Ontario Electrical Safety Code. Each end of feeder terminations
(e.g. in Switchboard, Panelboards, switches, splitters and the like) Code Phase A-
Red, Phase B-Black, Phase C-Blue, Neutral-White.
14.0 Outlet, Junction And Pull Boxes
1. Use suitable electrical boxes for termination and junctions on conduit work. Install
pull boxes where necessary to permit installation of conductors. Support pull
boxes, outlet boxes, panels and other cabinets independently of conduit.
2. Provide each light switch, wall receptacle and other device with an outlet box of
suitable dimensions and a faceplate. Outlet boxes will be adapted to their
respective locations. Use "Masonry Type" outlet boxes for flush installation in
masonry walls as detailed on standard Detail Drawings attached hereto. (Standard
sectional boxes, 1004, 1104 and the like, will not be used). Note: Special
dimension requirements for 347 volt switches.
3. "Thruwall" and "Utility" type boxes will not be used.
4. Install surface mounted devices, in cast conduit fittings, with threaded hubs and
galvanized steel faceplates. For 347 volt switches field modify cast fittings to reject
120 volt switches if factory modification not available.
5. Electrical boxes and panels will be CSA approved, code-gauge sheet metal,
galvanized or with suitable protective treatment. Secure covers with screws or
bolts.
6. Use multi-gang boxes with barriers between each gang, where device served by
dissimilar voltages utilize a common faceplate.
15.0 Switches
1. Provide fusible and non-fusible switches of one manufacture EEMAC Type "HC"
with quick-make, quick-break contacts, horsepower-rated where required to match
the motor protected. Provide holders to accept specified fuses. Switches to include
mechanical cover interlocks and line side barriers.
2. Where applicable and available, switches will be CSA "Approved for High Service
Factor."
3. Provide safety disconnect switches adjacent to motors and other equipment when
required by regulations. Use switches of one manufacture throughout.
ACCEPTABLE MANUFACTURERS ARE:
a) Federal Pioneer Limited
b) Siemens
c) Cutler-Hammer
BASIC MATERIALS AND METHODS Section 16005
Page 7
16.0 Fuses
1. Fuse holders in fusible equipment generally will be provided with a complete set of
proper size Form 1, HRC Nema J or L current limiting fuses, except as noted.
Fusible equipment so provided will be adapted to reject CSA Standard C22.2 No.
59 fuses. Fuses will be one manufacture throughout.
2. Fuses for motor circuits will be class 1 Time Delay, HRC (e.g.: Gould Type A T).
3. Select fuses for motor protection as recommended by manufacturer.
4. Provide one complete set of spare fuses for each rating and type used, unless
otherwise scheduled.
5. Apply Thomas and Betts "Kopr/Shield" conductive anti-seize compound to all fuse
ferrules and holders.
6. Acceptable manufacturers are:
a) Bussman Limitron
b) Cefco
c) English Electric
17.0 Devices
1. Wiring devices unless otherwise specified herein, or noted, will be as manufactured
by Hubbell, Leviton, or P & S.
2. All devices will be brown specification grade with 301 stainless steel
covers unless otherwise noted.
18.0 Panel Boards
1. Provide panelboards as scheduled, which will include the following features:
a) Flush or surface trim as noted
b) Self-closing springs where located in corridors
c) Concealed hinges
d) Combination catch and lock semi flush tumbler type - all keyed
combinations alike
e) Adjustable self-positioning trims
f) Sufficient wiring space for specified cables and conduits. Except as noted,
panelboard depths will not be less that 4 1/4", for panelboards with feeder
conduits up to 2 ips. Depths will be increased accordingly for larger feeders
g) Plain trims not displaying any names or symbols. "Vault" type handles will
not be used except in unfinished areas
h) Typed schedules of circuits indicating equipment and area controlled on the
backs of panel doors, in a steel trim pocket, covered with transparent non-
inflammable plastic
i) Insulate neutral block
BASIC MATERIALS AND METHODS Section 16005
Page 8
2. "Branch" panelboards will be fixed bolted connection thermal-magnetic, quick-
make, quick-break, 40 deg. C., calibrated ULC rated "SWD" switching duty,
' molded-case circuit breakers branches, except as noted. "Plug-in" breakers are not
acceptable. Multi-pole breakers will be common trip type. Circuit breakers in
347/600 volt panelboards will be rated 350 volt single pole and 600 volt for two
and three pole.
3. Power and Distribution type panelboards will be fusible Q.M.-Q.B. (quick-make,
quick-break) switch type and/or circuit breaker type, as scheduled on the drawings.
4. Fusible switch type panelboards will be complete with suitable fuses as specified
under "Fuses".
5. Circuit numbers on drawings do not necessarily correspond to the numbers on the
lighting panels. Circuits sharing a common neutral will not be connected to the
same main. Panel circuit breakers which are used directly for the switching of
lighting fixtures will be grouped in consecutive numbers commencing at breaker
number one.
6. Use "Panduit" lock strap cable ties for panelboard branch wiring.
7. Panelboards of the types scheduled will comprise the following:
TYPE
Branch panelboard circuit breaker type, 120/208 volt, three phase, 4 wire mains,
minimum interrupting rating of 10,000 AMPS. RMS symmetrical.
i
TYPE II
' Branch panelboard circuit breaker type 347/600 volt, 3 phase, 4 wire mains
minimum interrupting rating of 14,000A. RMS symmetrical at 600 volts for 3 pole,
and 10,000A. RMS symmetrical at 347 volts for single pole circuit breakers.
TYPE III
Power distribution panelboard, circuit breaker type 347/600 volt, 3 phase, 4 wire
mains, minimum interrupting rating of 18,000A. RMS symmetrical at 600 volt.
Acceptable manufacturers are:
a) Federal Pioneer
b) Siemens
8. Examine architectural and mechanical plans and specifications to determine extent
of electrical work in connection with these divisions which is to be done under the
work of the Electrical Division.
9. Coordinate the exact location and verify characteristics of electrical provisions for
the work of the Mechanical Division.
i
' BASIC MATERIALS AND METHODS Section 16005
Page 9
19.0 Electrical Service
1. Provide complete electrical service as shown on the drawings and as further
described here.
2. The 400 AMP 1201240 volt service for the proposed Park is to be fed from the new
pad mounted transformer, located on the north side of Portage Trail.
3. Grounding service, equipment, feeders, and the like will be performed in
' accordance with OHEPC regulations and the Supply Authority's requirements.
4. The neutral connector of the wiring system together with the conduit system and
service equipment will be bonded to the water service as near as practical to the
service entrance.
20.0 Time Clocks
1. All time clocks will be Intermatic #ET171C, single pole, single throw, 30 amp rated
contacts, 120 volt clock motor and AA battery for reserve power.
21.0 Exterior Power Control Post
1. Supply one piece steel control posts, custom fabricated from 11 gauge steel stock
and hot dipped galvanized after fabrication.
2. Provide a solid welded top and a gasketted, hinged flap for access to the receptacle
and the lighting control buttons.
3. The access cover must have a heavy duty barrel bolt captive hinge and provision for
the Town's padlock.
4. Provide detailed shop drawings for review, prior to manufacturer.
22.0 Pre-Cast Concrete Electrical Building
1. The contractor will provide as part of this contract, a pre-cast concrete storage
building to house the electrical service equipment.
2. The building will be Brooklin Concrete Limited Model 40, exposed aggregate finish
with a single standard architectural steel door.
' 3. The building will be two piece, steel reinforced air entrained precast concrete
construction with gasketted tongue and groove joints.
4. The concrete will be 4500 PSI minimum with an exposed aggregate finish.
5. The door will be supplied with tamper proof hinges and a Schlage commercial
' grade keyed dead bolt with a flush mount finger grip. The door will be finished
with a standard gray powder coat paint to co-ordinate with the exposed aggregate
exterior finish.
6. The air vents will be manufactured from galvanized steel.
BASIC MATERIALS AND METHODS Section 16005
Page 10
7. The building will be placed on a foundation of 3/a" compacted clear limestone, 450
mm deep and extending 50 mm beyond the building on all sides.
8. The building will be approximately 8'-4" long by 5'-6" wide by 6'-7" high and
weight 9000 pounds. The manufacturer will deliver to the site and place the
building on the prepared gravel foundation.
9. Supply a key to the Consultant during construction. Provide six (6) keys to the
owner, upon completion of the project.
END
50mm HL3A ASPHALT'
150mm OF C-RANLLAR 'A'
COMPACTED TO 98% S.P.D.
UTILIZE EXISTING GRANULAR 15ASE MATERIALS
FA6E SLOPE 0
T% MINIMLM -�
I-_
11'I I i-1 I -
I I i-III I I I_I i 1=1 I (-I f :I I i-III-I f I_1
'=11 I,;�Y-1 I I I 1=!1=1 I I i I I i I-1 I =i i =1 11=1 V I I I f;
1_.I 1 1_111 11-11 I_I I LEI I I-I I I-
-�
IOOmmrp RIGID PERFORATED PVC,
MIN. SLOPE 0.1%
10mmo CLEAR CRUSHED LIMESTONE
' OOMPACTED SUI3C R E
T'O g5% 6p P.
NOTE:
I—EXISTING GRAN"R BASE MATERIALS TO f5E USED.
TEST AND COMPACT GRANULAR BASE AS REQUIRED.
2—ASPHALT TO 13E. 50mm DEPTH AFTER COMPACTION.
3—DISTAN6,E FROM INVERT TO TOP OF TRENOH
VARIES. CONTRACTOR IS RESPON51ft E TO
COMPLETE THEIR OWN CRUSHED STONE
QUANTITY TAKE OFF.
4--ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.
' Drawn, Checked,
�oN OF 1gti COSBURN KR Nclo 7M IV Amru%&ft 100
P K.co� s� GIBERSON
' T scale. Date,
y � ladscape ' ' 1.10 29
/5/01
Q aproject. Draw" No.T W j
BOWMANVILLE MEMORIAL PARK
dad �E►,BEa � SPRAY PAD 01-169 I /�)
ENO 51. Drawing Title, File, /
ASPHALT SURFACE EWK5--13�
do SUBSURFACE DRAINAGE
FFNOTES: BASE INFORMATION OpTAINED FROM P�ROWN & 6.066AN LTD. OLS.:
FILE No. 1010415-5, DATED MAY 7, 2001 LE6ENP
he power supply for the waterplay control system wi I I come from the SKETCH OF LOT 6 ,BLOCK 29 , LOT 10, k
ex i st i ng e I ect r i ca I room Supp I y and i nsta I I an Intermat i c #ETI716, di g i to I BLOCK 32, AND PART OFF PINE STREET EXISTING SPOT ELEVATION
time clock and feed the control for the waterplay with 2-#12 R90 wires, BETWEEN BLOCKS 29 8C 32,
p I us a #14 R90 green ground w i re in 1/2 EM
" T. Program the t ime c I ock to
operate the control system from 9:00 AM to 8:00 PM each day. ACCORDING TO JOHN GRANT'S PLAN PROPOSED SPOT ELEVATION
LOT OF PART OF LOT 11 , CONCESSION 1 ,
2. s — 7
2- Supply I y and install I I an EEMAC I I2 xI2 x6 h 1 nged cover 'E box to be mounted TOWN OF BOWMANVILLE, now in the
in the electrical room The cabinet will include a 250vA- 120 to 24 MUNICIPALITY O F C LA R I N GTO N PROPOSED ASPHALT PAVING
volt AG control transformer and two (2) Omron #1 ,CR-F repeat cycle,
programmable, solid-state timing relays with 24 volt AG co I i s. Program REGIONAL MUNICIPALITY OF DURHAM
one timing relay to engegize the solenoid valve for 180 seconds upon
activation of the momentary contact push button. Wire the push button
through a set NG. contacts (power to open) on the second timing relay
that will remain open for the duration of the ISO second cycle. This
will allow for only one activation of the coil circuit every three
minutes. WATER PLAY FEATURES
EXISTING DRAIN TO M REPLACED I- CANE 15Y VORTEX, MODEL #VOZ-?A
and connect one (I) volt AG solenoid valve for the water play BLOCK WITH CATCH BASIN TO MUN. STANDARD COLOUR RED WITH MOMENTARY
control s stem located in a Far o box to Q
Y be supplied I ed b � �.J
9 p p y the electrical e c t r i c a l PUSH 13Llrl"ON
contractor. Terminate the conduit in a 6"x6"x4" PVG 'b" p u I I box to be 2-LARGE eROUND SPRAY 15Y VORTEX
located i n t h e Fargo box. wire to the solenoid valve, with 2-#12 RWU �o EXISTING CONCRETE WADING MODEL #V02 09
stranded copper wire with a ground wire inside I/2 5ealtite Flexible POOL TO 13E REMOVED, by
conduit. Mount a PVG out let box on the solenoid valve to terminate the STANDARD `1 150WINO LOOP p Rs 'y-LARGE eROUND SPRAY 15Y VORTEX
5ealtite conduit and to connect the wire leads on the solenoid valve. +�J MODEL #\/02.-09
All wire connections in the Frago box are to be mode with T & P
insulated compression butt splices and privde an overall insulation ACCESS J $ ¢1. � I SPRA PAD
s I e e v e w i t h T & p epoxy filled heat shrink tubing. � LOT covER � ,•� �2 p1 ASPHALT SURFACE
4.WIre connect and test e +J ��
the one 1 momentary contact push butt
() y p button t o b e I OOmm PIA TED
mounted in one of the activator posts. The button wi I I be provided and � �sr® w�ttrs ro
mounted i n the post by the waterplay equipment supplier. Feed the button n c T Ac DI PVG DR IA PE PIPE
with a '3/*" rigid I d PVG conduit with 2- I2 RWU plus s a 4 T90 In 0NI vER �
g � ,#, P #I green ground �
wire, through the sub-grade chamber 'D' box, to the waterplay control panel.
wwbo.%
5. Supp I y a #6 bare copper bonding cable loop around the entire spray pad ww"" aJ
and bond all metal components with 1.5 metres of the waterplay area, in
+�J Gf�,4SS +� 5EINVt�.l5 ¢. J
accordance with Section 68 of the Ontario Electrical Safety Gode 22nd 50mmm COPPER SUPPLY s-,rn ��-, N01
E d i t i o n/1998. The component s w i l l i n c l u d e a l l w a t e r spray post s, spray LINE TO FARGO 130X, CONTRA,6TOR ' CONTRACTOR TO VERIFY 615
heads, al I grain grates, al I brackets for the play features and the TO PROVIDE SHOP DRAW INeS FOR --4�' J gym- 150mmDIA. INVERT ELEVATIONS PRIOR TO
reinforcing s t e e l in the poured concrete. Obtain E I c t r i c a 1Safety PLLMPING CONNECTIONS PRIOR TO £ 0 50ILD PVC STORM CONSTRUCTION
Authority Inspection prior to the instal Iation of the pad base material. INSTALLATION @ 0.5% MIN.
. . . . . . . . . . . . . . . . . . L - - - - - - - - - - pn�
. . . . . . �
J'
Y
t, mmo
o 'DR EE
CATC H BAS I N z
PARK RIM=83.21 O m
TRASH BENCH 0 O
CONTAINER
�j j 92 �6�° � •.\ V
2-#I2 RWU + ew a J.
3/4" RIGID 6aMIT
o
�+ PARK
BENCH
��:J U
J nTRASH
PINE REET°° cD CONTAINER BAR SCALE
QASPHALT WAZI •YAY ���2 p
W J
In. a� F- 1� 5m 0 5 10m
X m F
q
.-lb � r
U
EXISTING ELWTR16AL
ROOM
FAReO SOX
ti � 300mm0
COVERED � �J ��J TREE J.
CONCRETE PAD ��� ��� '1-#12 RWU +
(PICNIC AREA) �J I RIGID PVG CONDUIT J
TRASH Q 2 16%1!! FOR TIEWER KR 6/6/01
. CONTAINER + O
FIRST 51 W15510N KR 2315101
�, � No. By Date
CONCRETE BLOCK r� �,
Revisions
I� +
o
BUILDING Q
J
This drawing Is not to be used for construction unless signed by
Gf'ASS the Landscape Architect.
a� d Approved by;.................................... Date:.....................
Q�P� Q CATCH BASIN �gr�
G�O`` RIM=83.32 All drawings are the property of the consultant and may not be
V``�, r 400mm used or reproduced without permission. The contractor shall check
� F2 TR O EE / and verify all dimensions on site. This drawing must not be scaled.
3 2 1 z V V \8�J`r o V J J
� /
J G
0 OT LOT 10 K. C
o�e G2OS0 0
� C) OA�B L0 C K + 1N
LL1 52 No SLR
W
a-O VJ /
TREES ��rr� Z CATCH BAS I N
��1cg HA/N 1 � L/NK FENCE �� RIM=83.73
1� COSBURN
100mm� J 0MMO mmo oJ° 100mm4 �/ Q 0UY W/R£ Cosbum alberson Consultants Inc.
a TREE TREE TREE TREE �� +---J J, ® 1,Woodbine Avenue,suite loo
G I B E R S O N Markham,Ontarlo 1_313 4139
L landscape architects
,L �Q Te1:905 475-8988 Fax:905 475-5930
O I CONCRETE
Client
BOWMANVILLE MEMORIAL PARK
SPRAY PAD
� I
I
PART �O PLA/V �O
f� MUNICIPALITY OF CLARINGTON
I I I - �4820
IO I Title
LOT 2 � LOT LANDSCAPE PLAN
I 9
II
Q BENCH MARK
ELEVATIONS SHOWN HEREON ARE GEODETIC AND ARE REFERRED TO THE CATCH
I I Drawn Scale Drw
BASIN RIM, WEST SIDE OF LIBERTY STREET, OPPOSITE THE SOUTH EAST CORNER g File
OF THE SUBJECT PROPERTY, HAVING AN ELEVATION OF 83.73 AS SHOWN IN NOTES KR 1:150 163(-Li
I OF BROWN & COGGAN LTD., OLS. Checked Date Drawing No.
MG 22/5/01
Approved Project No. L 1
131 G 0I-1636