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Home My WebLink About2008-144THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON BY-LAW 2008 -144 Being a By-law to authorize a contract between the Corporation of the Municipality of Clarington and Rutherford Contracting Ltd, Gormley, Ontario, to enter into agreement for the Construction of Knox Neighbourhood Park, Bowmanville Ontario. 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 and seal with the Corporation Seal, a contract between, Rutherford Contracting Ltd, Gormley, Ontario, and said Corporation; and 2. THAT the contract attached hereto as Schedule "A" form part of this By-law. By-law read a first and second time this 14th day of July, 2008. By-law read a third time and finally passed this 14th day of July, 2008. f 1-'-! 1 t:5 1~ r y~`y` uii r~Y7 CORPORATION OF THE MUNICIPALITY OF CLARINGTON TENDER &SPECIFICATION FOR THE CONSTRUCTION OF KNOX NEIGHBOURHOOD PARK CONTRACT NO.: CL2008-6 ;F CLOSING DATE: 2:00 PM Local Time Wednesday June 4, 2008 Consultant Landscape Architect: Henry Kor[ekaas & Associates Inc. 82 Sherwood Road East Ajax, Ontario, L I T 2Z2 Project No. 06670.0 Clar~gton Leadiag the Way f Municipality of Clarington EXECUTED CONTRACT __ __ Table of Contents CONTRACT AND SPECIFICATIONS 1. Description of the Works 2. Location 3. Owner 4. Landscape Architect 5. Tenders 6. 7. Tender Closing and Opening Tender Deposits Agreement to Bond 8. Informal or Unbalanced Tenders 9. Right of Owner to Accept or Reject Tenders 10. Tendered Prices 11. Omissions or Discrepancies t2. 13. Inquiries During Tendering Award of Contract 14. Interpretations and Addenda 15. Products and Substitutions 16. Quantities Are Estimated 17. Proot of Ability of Contractor to do Work 18. Sub-Contractors y 19. Contract Documents ^7 (ii ) Surety Com~anv (ii i) Insurance (iv) Insure Consultant & Owner (v ) Agreement to Bond 20. Provincial Sales Tax 21. Goods and Services Tax (GST) 22. Order of Precedence 23. Commencement of Work 24. Execution of Contract 25. 26. Inspector's Powers Site Examination 27. Subsurface Conditions 28. Entering Lands For Investigation 29. Contractor's Presence an Site 30. Safety Requirements _ 31. Work Carried Out By Others 32. 33. Damage to Existing Utilities Contract Time and Liquidated Damages I. Time 2. Progress of the Work and Contract Time 3. Working Day 4. Liquidated Damages 34. Schedule of Construction 35. Completion and Acceptance 36. Guarantee and Maintenance 37. Layout 39. Payments 39a) Progress Pavments 396) Holdback 40. The Construction Lien Act 41. Restrictions on open burning ~' 42. Supply of Materials. 43. Weather Conditions 5 5 5 5 5 5 6 6 7 7 8 8 8 8 8 9 9 9 9 9 10 10 ]0 10 10 10 I1 11 11 11 11 12 12 12 12 13 13 13 t3 13 13 14 14 14 14 15 15 15 15 16 16 16 16 16 HENRY KORTEKAAS & ASSOCIATES INC. Page 2 LJ l'1 l`' J TENDER SUBMISSION CORPORATE SEALBID SHEET BID SHEET AGREEMENT TO BOND ADDENDUM NOTES SCHEDULE "B" STANDARD TERMS AND CONDITIONS SCHEDULE"C" CONTRACTOR SAFETY SPECIFICATIONS Section 01050 Lines and Levels Section 01220 General Inswctions Section 01221 Site Administration Section 01300 Submittals Section 01310 Construction Schedule Section 01340 Shop Drawings, Product Data, Samples and Mock-ups Section 01380 Construction Photographs Section 01400 Quality Control Section 01545 Safety and Security Section 01565 Environmental Protection Section 01600 Products and Workmanship Section 01700 Project Closeout Section 01720 Project Record Documents Section 01730 Operation and Maintenance Manual Section 02200 Earthwork, Site Excavation, Backfilling Grading Section 02202 Sub-Drains Section 02201 Granular Base Section D2612 Asphalt Paving Section 02614 Concrete Section 02721 Storm Sewers Section 02725 Manhole and Catch Basins Section 02726 Sewers and Appurtenances Section 02780 Play Equipment and Installation , Section 02822 Topsoil and Sod Section 02823 Planting Section 02865 Basketball Post and Backboazd Section 02878 Site Furnishings Section 16010 Elecvical -General Requirements Section 16020 Elecvical -Basic Materials and Methods Section 16030 Elecvical-Lighting Systems Section 09000 Surflex Rubberized Surfacing for Splash Pads VOR-103.2000 Bucket Trio VOR-305.4000 Directional Water let VOR-51 8.0000 Spray loops VOR-600.0000 Magic Touch Bollard VOR-1600.0000 FT Series Command Centers w/SmartFlow & SmartTouch VOR•SAFEWAP Ground Sprays 19 19 20 28 29 33 42 50 HENRY KORTEKAAS & ASSOCIATES INC. Page 3 SECTION B -RETURN ALL FORMS TENDER SUBMISSION We hereby offer to furnish all materials, and labour, including all prime costs, allowances, and government Sales or other taxes (including Goods and Services Tax and Provincial Sales Tax), permits and fees, all as necessary for the proper installation and completion of all aspects of the enfve project, for the sum of: TOTAL TENDER PRICE ..................~?..~.'1.,..~7 ~.'.75................................... in submitting this Tender, we recognize that the Owner does not bind himself to accept the lowest or any Tender and reserves the right to reject any or all tender submissions. Upon receiving notification of Contract Awazd, we agree to a) commence work by date indicated, weather and site conditions permitting b) substantially complete all work in accordance with construction schedule. c) make every effort to abide by the Owner's requirements for completion of work and to complete the work in an orderly and efficient manner, without undue delays. d) execute the Owner's standazd form of Contract and General conditions thereto. e) furnish a Performance and Labour and Material bond for 100% of the work ($ (/0.~.~ at our expense for the proper execution of the specified work, the said bonds to be issued by a Canadian company satisfactory to the Owner. Submitted by Principal or Owner of Firm: ...~.~. ~.f..~~..~'}~G(J~~J V• p ame (Please Print) i a CORPORATE SEAL ~~J J HENRY KORTEKAAS & ASSOCIATES INC. Page 19 KNOX NEIGHBOURHOOD PA 4K - 06670 HENRY KORTEKAAS 8 ASSOCIATES Job xas5~o ~ 82 Sherwood Road East Aptifsin.2ooa ! Ajax, ON, LIT 222 Sc edul Tel: (905) 427-2782 / 1-866-859-9997 Tender Closes: June 4, 2008 (2:OOPM Local Time) Fax: (905) 427-9964 Mobilize: EMAIL:hkortek sympatico.ca Start Construction: Substantial Completion: September 15, 2008 NNe the untlereigned bidder(s), have examined the specifigtlons, standaN lender antl contract terms antl coMitbns, do hereby offer to suppty all labour, mateeals, products, equipment, tools. machinery, height to perform the services herein de»cdbed for the foilowin e qwn a m u traU nil aces are mt. a rrce a a e swn p cts a quanhtrea are as:orporel m, or made necessary W the work, u cenfimretl by the court and measurement, antl the appropriate Contract UnR Price together with arty atljustments that are mad i N , e n acm ance with the roviaions of the Cordracl Dowmenb. NeveMekss, m work the amount str tehd'u to be carried out wiCwul ap val of the Candace Architect Tice Contrail Price shall be the sum of the products of Me acWal gwntrees and the appropriate Contract Una Paces in ere Schetlub. , Item Descri lion Detail # O Units Unit Price Ext Price Area Price 1.0 PLANTING (ALL PLANTS TO BE INSPECTED PRIOR TO PLANTING) SUPPLY AND PLACE the following plant material: Deciduous Plantin ' ~ Acer rubrum'Mor an' ARM 4 50mm Dia. W.B.. 5 ; 8 Acer sacchalvm i ACS 15 i50mm Dia. W.B.' S ! S Quercus rubs OUR '~ 12 ''S0mm Dia. W.B.. 3 ~ S Fa us randifolia ~ FG 3 50mm Dia. W.B. S S ~ Coniferous Plantin Larix laricina LAL 7 150cm Ht. WB S S - Picea /auto PG ! 14 : 150cm Ht. WB S S ~ Pinus strobus PIST 3 i 150cm Ht. WB 5 3 "Plants are to be No. 1 Nursery Grown, under ro er cuRural rectices l ~ ~ i SUBTOTAL OF PLANTING ~ I $ ( ~ ~ 2.O SITE WORKS -INCLUDE EXCAVATION AND GRADING TO SUBGRADE DEVELOPER WILL LEAVE SITE TO 750 . mm BELOW FINAL GRADE. (PARK CONTRACTOR TO CARRY OUT PRECISE GRADING TO DWG ELEVATIONS) 2.1 SUPPLY AND PLACE sumpless o.PS.o. i 2 Each S i E catchbasins as per plan Tas.ato ~ l 223( -~, - 2.2 SUPPLY AND PLACE sumpless o.PS.o. 1 Each ~ S S ~ ~7 ~ ' rof.oia i I ~/ , , catchbasin/manholes as erplan 2.3 SUPPLY AND PLACE 200mm ilia. ' 190.0 ' L S S m ~ ~ ~+?~ . . STM pipe 2.4 SUPPLY AND PLACE asphalt LS-6 655.D sq.m. S 5 walkway and base and asphalt t((j . j~, '~, ~,~ playgound edge 2.5 SUPPLY AND PLACE Flne grade 9500 sq.m. S b topsoil (Developer responsible for 6 .~ (~+2~ ~ the supply and placement for rough grede of topsoil) 2.6 SUPPLY AND PLACE Sod total 9500 sq.m. S 2 Q 8 ~ (~ ~ + area of ark / 2.7 SUPPLY AND PLACE Picnic Table LS-12 1 Each S~wr) ~7 E 2 7~ '~•~ D ( umor 76-33PL) + 2.8 SUPPLY AND PLACE Bench L5-8 4 Each a(~ ~7 5 ~ ~ ~2 D ' ( umor 131) ~ + ta 2.9 SUPPLY AND PLACE Concre~_ ', LS-5 4 ! Each S S - -'--~7f> ~ &4 g~: Eli __..- ------ -- -bas f b n l sa ~ s or anc es~ mrrr e 2.1.0 SUPPLY AND PLACE r',cbage R l t W l LS-9 4 Each S ~J " 5 3 ~7~ Z~ ecep ac e ( ebcoat } . 1) r s. ! . • O 2.11 SUPPLY AND PLACE Concrete base for rb L5-5 4 Each S ,~.~~ ~ 82 7 ~ ~ ga age receptacles, , . • 2.12 SUPPLY AND PLACE all electrical Et & E2 3 Each S S items including light poles, fixtures, IDr~j~p.(s '1 '~~ ~~• ~ j conductor, conduit and connection r to power source as per Electrical Plan D6 -Type "A" - Cooper Lighting "Concourse III" #CAL-70- HPS-120-3F-BK-CA43R-BK (Black) 70 watt 120 high volt high pressure sodium with a high power factor high pressure sodium ballast and an Interrnatic #K4021 C 1000 watt rated integral button photo cell in the first luminaire in the circuit. (Electrical engineer to certify DWG.) 2.13 SUPPLY AND PLACE Line LS-11 1 Each S ' ~ " S ~ Paintin for Hopscotch • ~~ . : SUBTOTAL OF SITE WORKS ' ~ .? 3.0 PLAY AREA 3.1 SUPPLY AND PLACE 100mm dia. 64.0 L.m. 3 3 pertorated big 'O' play area 2v d4. ~ 2, ~~.~ drainage file (Grade the subgrade ' to slope to drain pipe) 3.2 SUPPLY AND PLACE100mmdia ' ' 16.0 '' L.m. S3~ ~2 ~S~Z~j Solid Big 0 Pipe to play area drainage file 3.3 SUPPLY AND PLACE brick sand L5-G 313.0 sq.m. S ,r~ ~ `• S {~_ ~~ play surface 300mm depth v r r~/~• 3.4 SUPPLY AND PLACE Playground 'structure b ABC ' Pla booster Modef #80128-r1 L3 1 Each S Single Post Swings, (2 Bays) Model' L3 1 : Each ' S 8 # 1378908, 1378918 , ~ 7 ~ 4~J17 • include: 2 belts, 1 Bucket and 1 Accessible Molded Bucket Seat As er Drawin~L3_ _ -- - - - SUBTOTAL OF PLAY AREA __ _ __ ---- $ _ 4.0 WATER PLAY AREA (NO nsPnan eagBt 4.1 SUPPLY AND PLACE stainless L4~ 1 '- Each 5 S ~ 4~ ~ ~~ steel grate cover bolted on top of . . CB#2 as per detail 4.2 SUPPLY AND PLACE rubberized LS-7 76.0 sq.m S S,q2.. Lim t~ t'!.r r'~ ~ '~' ~ play surface over splash pad r ~ o 4.3 SUPPLY,AND PLACE 150mm LS-7 80.0 sq.m. S S - depth of continous concrete paving ',•,a, ?,~ g~{~, ~ `~v _ with~olyP~Ylene fibers in~ln x._ ____ __ _---_-----_.-. - - ------- - broom finish with 150mm curb surround 4:4 SUPPLY AND PLACE ~~ m dia. water supply and streer ~t off valve from stub at properly line to water meter chamber 70.0 L.m. $ ~ ~~ • ' S ~~, ~ 4.5 SUPPLY AND PLACE precast L4 meter chamber to Region of Durham standards Gw'Wilkins Zurn 950XL backflow preventer (obtain all permits)Provide shop drawings stamped by Vortex Mechanical Engineer for building permit. 1 L.S. $ 3 ~'~, ~ 4.6 SUPPLY AND PLACE Splash pad L4 play equipment and all grading/excavation, associated plumbing and fixtures (obtain all permits) 1 L.S. 8 S ~~ ~7 • Ground Sprays 2-Ground Ge er 2 Each S S p 1-Directional Water Jet 1 Each E 3 1-Rooster Tail 1 Each ' S ~ , S 1-Splits ra 1 Each S S 1 -Bucket Trio ' ' 1 Each 8 S 1- S ra Loos 1 Each S S 1 -Activation Bollard 1 Each S S 4.7 SUPPLY AND PLACE Complete L6 electrical works as per drawing and specifications (obtain all permits) to building code -Provide shop drawings stamped by Equpiment Supplier Electrical Engineer for building permit. 1 ~ i L.S. I S I ~ S ~.~j 4.8 SUPPLY Cash allowance for Clairington Hydro servicing 1 ' L.S. S t,ooo.oo S 1,000.00 SUBTOTAL OF WATER PLAY AREA $ 5.0 112 COURT BASKETBALL ' 5.1 5.2 SUPPLY & PLACE Line painting with asphaltic paint for court ---_ __ SUPPLY AND PLACE basketball L5-10 equipment for court as per detail 1 1 L.S. Each S Sn~ rr ~/IVJ•~ S ~h ~ ~ IOtl-Y S^~/ ~~•G~ SUBOTAL OF 1/2 COURT BASKETBALL S 6.0 SIGNAGE 6.1 SUPPLY AND PLACE park LS-4 si Wage as per Municipal detail 1 Each E.~i1/_„ s~~ii~~''.v S „/y i K`"•l/ SUBTOTAL OF SIGNAGE_ _ _ ___ __ S 2 ~ __ 7.0 TESTING" 7.1 Allow for four (4) compaction tests on subbase under hard surface at locations picked by Landscape Architect 4 Each 8 8 ~Jhj-- ~ ~ • r 7.2 Allow for four (4) compaction tests on granular at locaticns picked by Landscape Architect 4 Each 8 Ydr~ ~ 8 2i~~ 7.3 Allow for two (2) asphalt tests at locations picked by Landscape Architect 2 Each 8 ~` ~ 8 ~. (D~/p. 7.4 Allow for two (2) slump tests of wncrete at locations picked by Landscape Architect 2 Each 8 8 irar ~~~~ 7.5 Contractor responsible for complete survey layout, and grades throughout period of construction. 1 L.S. 8 8 ~~ . 'Payment to be based on actual number of tests re nested by Munici al Landscape Architect SUBTOAL OF TESTING S 8 ( ~ 8.0 OTHER ITEMS 8.1 Any other items not listed above ; 8 S ~ . ~ ~ SUBTOTAL OF OTHER ITEMS ' , § . Cp TOTAL CONSTRUCTION COSTS $ (include P.S.T. in Unif Paces above) ~ 8.0 BONDING 8.1 Pertomtance Bond (100% of tender 'contract sum) + 1 L.S. 8 8 ~,~ `~ 8.2 Labour and Material Payment Bond 100% of tender contract sum ', 1 L.S. 8 8?J~ ~GJ SUBTOAL OF BONDING _ g ~~(,~/o, ~ TOTAL PROJECT COST (no GST) § Goods and Services Tax (G.S.T.) 5% § GRAND TOTAL S~ 27 8.0 PROVISIONAL ITEMS 8.1 A SUPPLY AND PLACE shade g ST structure -Provide shop drawin s stamped by Structural Engineer for - -- buildin 9 Permit. 1 - L.S. - 8 8 __ _ _ ~ y'f :mot r'•cC/ _ ___. _ -_-- 8.1 B SUPPLY AND PLACE P^aches LS-8 4 under structure (Dumo. ,1)on concrete pad Each S S 0'12,37 '~~~.~ 8.1 C SUPPLY AND PLACE concrete 4 pad for benches Each 8 5'l0 S 2~ 8.1 D Delete Item 2.13 Line Painting for L5-11 -1 Hopscotch Each S ~ 2 S ~-T n `2 ~[ 8.2 Rough Grading of topsoil (Hcurly 1 Rate) Machine Time Per Hour S S ~ ' ~~. 8.3 Rough Grading of subgrade for 1 hard surfaces (Hourly Rate) Per Hour S S ~~' SUBTOTAL OF PROVISIONAL ITEMS $ i SECTION B -RETURN ALL FORMS We the undersigned propose to use the following Sub-Contractor(s) for the work indicated: The following work will be Name of Sub-Contractor executed under aSub-Contract [f the Bidder is an individual ......................................... Fvm Name ................................................................... Owner and Official Address ........................................... If Bidder is a Partnership ...................................... Firm Name ............................................. Official address ....................................... Name of all Parties ..................................................... IFBidder is a Corporation Corpornte Name ......~~'•"•I.~...G~~ ...~....~1`.~d~...`.r~~2....... City and Province in which Incorporated .....:~'Q.~.~..El'F,~ .................................... HENRY KORTEKAAS & ASSOCIATES INC. Page 25 SECTION B -RETURN ALL FORMS Name, addresses, and title of Officers Authorized to sign contract.: .~~.~..~~...~'.<J.~.{...~~ ................. ....~~..i ~~a'~.~iG.~-.~.' ................... HENRY KORTEKAAS & ASSOCIATES INC. Page 26 SECTION B -RETURN ALL FORMS ALTERNATIVE PRICES Name of B idder ........................................... RUIFI.~'if?F,Q COlliAllCirlB L10. ............................................................ UWe the Undersigned have inserted below all separate, itemized and alternative prices requested. UWe agree that 1. all prices submitted take into consideration and allow for changes and adjustments in other work as may be necessary to provide a finished and functional result, unless specifically indicated otherwise, 2. alternative prices are for work which is included in the Tender Frice listed on Tender Form but which may be added by the Owner, pending approval of substitution or consultant for the price quoted hereunder, 3. and that the Owner reserves the right to accept or reject any of the prices proposed hereunder. BIDDER'S ALTERNATIVES I/We the Undersigned propose the following alternatives: Product Specified 1 ..................... 2 ..................... 3 ..................... 4 ..................... 5 ................ - Proposed Substitution 6 ............................................................... (Add extra pages if necessary) Add to Tender Price Deduct from Tender Price S ................. S ................. Date ............ ~ ... .................. Signature ........... ~ ............................................. Name and Title .r~v~s:.I....~r7~~~~F(~tJ•~,~1.~•+~ C~{ t ~. ~7.K~~i... ~....... HENRY KORTEKAAS & ASSOCIATES INC. Page 27 SECTION B -RETURN ALL FORMS AGREEMENT TO BOND (TO BE COMPLETED BY BONDING COMPANY) CONTRACT NO.: WE, the Undersigned, HEREBY AGREE to become bound as Surety for in a Performance Bond totalling ONE HUNDRED PERCENT (100%) of the CONTRACT amount, and Labour and Material Payment Bond totalling ONE HUNDRED PERCENT (100%) of the CONTRACT amount, and conforming to the Instrumenu of Contract attached hereto, for the full and due performance of the works showing or described herein, if the Tender for Contract No. CL2008-6 is accepted by the Municipality of Clarington. IT IS A CONDITION of this Agreement that if the above mentioned Tender is accepted, application for a Performance Bond and a Labour and Material Payment Bond must be made to the Undersigned within TEN (10) DAYS of Notice of Contract Award, otherwise the Agreement shall be null and void. DATED AT of 2008. Name of Bonding Company Signature of Authorized Person Signing for Bonding Company Position (BONDING COMPANY SEAL) (This Fortn shall be completed and attached to the Tender Submitted). HENRY KORTEKAAS & ASSOCIATES INC. Page 28 SECTION B -RETURN ALL FORMS ADDENDUM NOTES ~rrr~ Re: Knox Neighbourhood Pazk arY~t': J "~ CONTiVtCTfIG LiD. Name: ................................................ Address: ..2~... 4C..~. '~7..~C7.. ,.. ~..~:..~ Telephone C-.IE/.~J.P~..:..°~d4... Date: .a~.ft.N~C.J...(!P.+....t~[.L.! .:.... To: Clerks Office Corporation of the Municipality of Clarington 40 Temperance Street Bowmanville,Ontario LIC3A6 Having examined the drawing Numbers as indicated on the bid sheets, Instruction to Bidders, and forms attached thereto, the general conditions, the specifications, inclusive and all addenda and drawings issued during the period numbered and dated as follows: nnom~,,,, Addendum No...........~..~............ dated.......,~,[r(~j AddendumNo..........~,ji....'........... dated..nj(C~~ca..~~.~.~ Addendum No ............................ dated................................ Addendum No ............................ doted................................ Addendum No ............................ dated................................ All as prepared by Henry Kortekaas & Associates, Landscape Architects, for the construction of KNOX NEIGHBOURHOOD PARK HENRY KORTEKAAS & ASSOCIATES INC. Page 29 SECTION B -RETURN ALL FORMS Similar Projects - List of Similar Projects Contractor as carried out. Description Company Contact Person Telephone No. Value 1. ~6~~ ~~ 9~ Goo ~ Iq ro 2. 4. 5. 6. 7. S. 9. 10. HENRY KORTEKAAS & ASSOCIATES INC. Page 30 AV 1 VA AGREEMENT TO PERFORMANCE AND LABOUR & MATERIAL PAYMENT BOND BOND NO.: 83-1632-0042-08 NAME OF OWNER: CORPORATION OF THE MUNICIPALITY OF CLARINGTON DESCRIPTION OF PROJECT: CL2008-6 CONSTRUCTION OF KNOX NEIGHBOURHOOD PARK NOTWITHSTANDING ANY CONDITIONS set out in the specifications or contract to the contrary, it is further understood and ageed that if this bid is successful and the contract awarded, the performance bond will cover a two (2) year warranty on materials and workmanship from the date of Substantial Performance of the contract. We, the undersigned, hereby agee to become bound as surety for CONTRACTING LTD. (name of tenderer) in a Performance Bond in the sum of 100% of the wntract amount, and a Labour and Material Payment Bond in the sum of 100% of the contract amount, and conforming to the Instnunents of Contract for the full and due performance of the works shown and described herein, if the tender attached hereto is accepted by the owner, and the bond is requested within 30 days from the date of acceptance of the tender. This Ageement to Bond shall be null and void unless an application for the said bond(s) is made within 30 days following the award of the contract. Signed, sealed and dated this 3rd day of June 2008 AVIVA INSURANCE COMPANY OF CANADA Linda Handy, Atto ey -Fact GA2789 q 55N DWCt AGREEMENT BETWEEN OWNER/CONTRACTOR The Drawings and Plans, Specifications, Information for Tenderers, Form of Tender, Special Provisions. General Conditions, Performance and Maintenance Bonds, together with this Agreement form the Contract in this matter. TH[S AGREEMENT, made this 15`" day of July Two Thousand and Eight. BY AND BETWEEN Rutherford Contracting Ltd. 27 Cardico Drive, Gormley, ON LOH iG0 hereinafter called the Contractor of the First Part AND THE OWNER/ Corporation of the Municipa]iTy of Clarington CORPORATION 40 Temperance Street, Bowmanville, ON L1C 3A6 hereinafter called the owner WHEREAS the said Contractor submitted a Tender for Knox Neighbourhood Park (Bons Avenue Park) including; Planting, Site Works, Play Area, Water Play Area, %: Court Basketball, Signage, Testing, Bonding. Henry Kortekaas & Associates Job No. 06670.0 a copy of which is attached hereto, and WHEREAS the said Tender was accepted by the said Corporation on the 14`" day of July Thousand and Eight. NOW THESE PRESENT WITNESS that the said Contractor does hereby covenant and agree with the said Owner that in consideration of the covenants and payments to be made as herein provided to comply with [he following. 1. To provide all materials, tools, equipment and labour of every kind required to do and perform the whole of the work set out in the Plans and Tender, and in the most substantial and workmanlike manner, according to the Schedule set out in the Information for Tenderers. 2. To indemnify and save harmless the said Owner and each of its officers, servants and agents from and against all action, claims and demands which may be brought or made by any other part in consequence of the performance of the said work or of the non-execution or imperfect performance of such work. 3. To pay to the said Owner, on demand, all loss costs, damages or expenses which may be paid, sustained, or incurred by the said Owner or any of its officers, servants, or agents in consequence of any such action, suit, claim, lien, execution or demand as here in before stated in Clause 2 above, and that in default of such payment, all such loss, costs, damages and expenses may be deducted from any monies of the said Contractor then remaining in the possession of the said Owner on account of this contract, or may be recovered from the said Contractor or the Surety named in the bond hereto attached in any court of competentjurisdiction as money payable to such default. 7:\2006\066701CORRESPONDENCE\OUTGOING CORRESPONDENCE\06670.0 Contrac[Clanngton-Rutherford 2008-07-08.doc AGREEMENT BETWEEN OWNER/CONTRACTOR 4. And the said Contractor further agrees that in the event of any action as herein before stated in Clause 2 above, to authorize and empower the said Owner or its Solicitor to defend, settle, or compromise any such actions, suits, claims, executions or demands as the said Owner or its said solicitor may deem expedient, and hereby agrees [o ratify and confirm all the acts of the said Owner said Contractor may, at his own expense, take charge of and conduct the defence in the name of the said Owner for any such actions, claim, or suit. The said Owner covenants with the said Contractor that if the said work, including all extras in connection therewith, shall be duly and properly executed according to the terms and provisions of this contract, the said Owner will pay the said Contractor the contract price stated in the said Tender (including all approved extras as provided in the Schedule of Prices forming part of this contract) in the manner specified as to holdbacks and only upon estimates or certificates signed by the Landscape Architect. It is hereby expressly provided that the granting of any estimate or certificate, or the payment of any monies thereunder, shall not be construed as an acceptance of any defective work or material, to which the same related thereof, and shall not in any manner lessen the liability of the contractor to replace such work or material, although the conditions of the same may not have been known to, or discovered by the said Engineer at the time such estimate or certificate was granted, or money paid thereon 6. The Contractor shall perform the Work required by the Contract Documents for Knox Neighbourhood Pazk (Bons Avenue Pazk) as per the attached bid sheet. which have been signed by the parties, and which were prepazed by Henry Kortekaas and Associates Inc. acting as and hereinafter called the "Consultant" and (a) do and fulfil everything indicated by [his Agreement, and (b) commence the Work by the 21 s` day of July 2008 and attain Substantial Performance Completion of the Work, as certified by the Consultant, by the 15`" day of September 2008. 7. CONTRACT PRICE The Contract Price is four hundred andthirty-five thousand, two hundred and sevenTy-one dollars and sevenTy-nine cents. ($435,271.79) (includrng al! applicable taxes) in Canadian Funds, which price shalt be subject to adjustments as may be required in accordance with the provisions of the Contract Documents. Z:\2006106670\CORRESPONDENCE\OLITGOING CORRESPONDENCE\06670.0 Contract Clarington-Rutherford 2008-07-OS.doc AGREEMENT BETWEEN OWNER/CONTRACTOR IN WITNESS [he seal of the Contractor and the seal of the Corporation attested by the hands of their respective authorized officers on the date first above written. CONTRACTOR S- _ .- INS - Per: VICE-PRESIDENT - E _ - -~1( Office: 1 A - L CORPORATION - S Jim ernethy, Mayor ,_ office: / _ -- R--=_~- = ~ ~i,~-1- _ - -'~= - corvIPANY SEAL. C. Anne Greentree, U~ty Cl~rk~ _ - Z:12006\06670\CORRESPONDENCE\OUTGOING CORRESPONDENCE\06670.0 Contract Clarington-Rutherford 2008-07-OS.doc .~. t(i I BID BOND No. 83-1632-0042-08 Bond Amount $25,000. RUTHERFORD CONTRACTING LTD, as Principal, hereinafter called the Principal, and AVIVA INSURANCE COMPANY OF CANADA a corporation created and existing under the laws of Canada and duly authorized to transact the business of Suretyship in all Provinces and Territories in Canada as Surety, hereinafter called the Surety, are held and firmly bound unto CORPORATION OF THE MUNICIPALITY OF CLARINGTON as Obligee, hereinafter called the Obligee, in the amount of TWENTY FIVE THOUSAND Dollars ($25,000.) lawful money of Canada, for the payment of which sum the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, the Principal has submitted a written bid to the Obligee, dated 6th day of lone in the year 2008. for CL2008-6 CONSTRUCTION OF KNOX PARK The condition of this obligation is such that if the Principal shall have the bid accepted within the time period prescribed in the Obligee's bid documents, or, if no time period is specified in the Obligee's bid documents, within ntnety (90) days from the closing date as specified in the Obligce's bid doctments, and the Principal enters into a formal contract and gives the specified security, then this obligation shall be void; otherwise, provided the Obligee takes all reasonable steps to mitigate [he amount of such excess costs, the Principal and the Surety will pay [o the Obligee the difference in money between the amount of the bid of the Principal and the amount for which the Obligee legally contracts with another patty to perform the work if the latter amount be in excess of the former. The Principal and Surery shall not be liable for a greater sum than the Bond Amount. It is a condition of this bond that any suit or action must be commenced within seven (7) months of the date of [his Bond. No right of sctioo shall accrue hereunder to or for the use of any person or corporation other than the Obligee named herein, or the heirs, executors, adminitatrators or successor of the Obligee. IN WITNESS WHEREOF, the Principal and the Surety have Signed and Sealed this Bond dated 3rd day of lone in the year 2008 SIGNED and SEALED RUTHERFORD CONTRACTING LTD. vt the presence of CGU2786 I~ ~ D ~] Copyright 2002 Canadian Construction Documents Committce I Sigma tr ICHARD HAWKiNS VICE-PRESIDENT Name ofperson signing AVIVA INSU CE COMPANY OF CANADA ~~ Signature Linda Handy, Atttmtev-In-Fact Name ojpersan signing (CCDC 220 - 2002 has been approved by the Surety Association of Canada) Standard Construction Document CCDC 220 - 2002 Clari~t ~~(~~/r~ Leading the Way ~J VIA: PHONE, FAX AND MUNICIPAL WEBSITE May 28, 2008 ATTENTION ALL BIDDERS Dear Sir /Madam: RE: Tender No. CL2008-6 -Construction of Knox Neighbourhood Park ADDENDUM NO. 1 Bidders are hereby advised of the following addendum for the above noted Tender. Site Visit (Non-Manditorv) A site visit has been scheduled for Monday, June 2, 2008 at 2:00 p.m. at the site of Knox Neighbourhood Park, Bons Avenue, Bowmanville and all bidders are encouraged to attend. Representatives of the Consultant, and the Municipalities Engineering Department and the Purchasing Division will be on site to discuss the project and respond to questions. All submissions must be in accordance with this addendum. Yours truly, Jerry Barber, Manager Purchasing Division JDB/km CORPORATION OF THE MUNICIPALITY OF CLARINGTON 40 TEMPERANCE STREET, BOWMANVILLE, ONTARIO L1C 3A6 T (905)623-3379 F (905)623-3330 Claringtor~ Leading the Way June 2, 2008 ATTENTION: ALL BIDDERS Dear Sir/Madam: RE: ADDENDUM #2, CL2008-6, CONSTRUCTION OF KNOX NEIGHBOURHOOD PARK Bidders are hereby advised of the extension to the closing date for the above noted Tender. Currently Reads: Closing Time and Date: Wednesday June 4`", 2008, 2:00:00 PM (local time) Should Read: Closing Time and Date: 2:00:00 PM (local time), Closing Time and Date: Friday June 6~', 2008, 2:00:00 PM (local time) All tender submissions must be in accordance with this addendum. Yours truly, ~" Jerry D. Barber, C.P.P.O. `' Purchasing Manager JDB/km CORPORATION OF THE MUNICIPALITY OF CLARINGTON 40 TEMPERANCE STREET, BOWMANVILLE, ONTARIO L1C 3A6 T (905)623-3379 F (905)623-3330 SECTION A -INSTRUCTIONS TO BIDDERS THE CORPORATION OF THE MUNICIPALITY OF CLARINCTON CONTRACT AND SPECIFICATIONS Knox Neighbourhood Park 1. Description of the Works This contract is for the complete works relating to grading, drainage, preparation of graded pad for play area, installation of asphalt walkway, brick sand play area, installation of play structures, basketball court, basketball hoop, waterplay splash pad equipment and rubberized surfacing sodding, seeding, planting and all environmental protection and restoration work, in the Knox Neighbourhood Park as per the enclosed drawings. 2. Location The Park is located on Bons Avenue, between Old Scugog Road and Middle Road, in the Town of Bowmanville. 3. Owner The Municipality: Corporation of the Municipality of Clarington 40 Temperance Street Bowmanville, Ontario L1C 3A6 Telephone: (905) 623-3379 Fax: (905) 623-4169 4. Landscape Architect 5. Tenders Henry Kortekaas Henry Kortekaas & Associates 82 Sherwood Rd. East Ajax, Ontario LIT 2Z2 Telephone: (905)427-2782 Fax: (905)427-9964 Tenders must be submitted in [he Envelope supplied on [he enclosed Blank Form of Tender in the envelope provided, plainly marked: KNOX NEIGHBOURHOOD PARK MUNICIPALITY OF CLARINGTON TOWN OF BOWMANVILLE LANDSCAPE TENDER HENRY KORTEKAAS & ASSOCIATES INC. Page 5 I a 11J SECTION A-INSTRUCTIONS TO BIDDERS 6. Tender Closine and Ooenine Tenders will be received at the offices of: Clerk's Office Corporation of the Municipality of Clazington 40 Temperance Street Bowmanville, Ontazio LIC 3A6 Telephone: (905)623-3379 Fax: (905}623-4169 Until the specified closing time and date of: 2:00 PM Local Time, Wednesday June 4, 2008 Tenders must be time-stamped at the above noted location to be considered. Late submissions will not be accepted and will be returned unopened without exception. Any Tender received after the deadline for submission will be considered as non-compliant and will be returned unopened. The use of the mail or courier service for delivery of a Tender will be at the risk of the Bidder. The tender must come into the possession of the above-mentioned representative of the Municipality before the deadline for submission or the Tender will be returned to the Bidder unopened. In the event that the Tender is hand delivered and is received past the deadline for submission, the Tender envelope will be time stamped and returned unopened to the deliverer immediately. In the event that the Tender is received by a means other than `in person' and is received past the submission deadline, it will be time stamped and returned unopened by courier. Note: Since Tenders must be submitted in a sealed envelope, submissions by facsimile or electronic delivery, secured or otherwise, are not acceptable. The onus unequivocally remains with the bidder to ensure that Tenders are delivered before the deadline for submission, in accordance with the submission instructions. Misdirected Tenders received after the deadline for submission will not be accepted and will be returned unopened. Requests for adjustments to submitted Tenders by telephone, fax or electronically will not be considered. The Municipality shall not be liable for any cost of preparation or presentation of Tenders, and all Tenders and accompanying documents submitted by the Bidder become the property of the Municipality and will not be remmed. There will be no payment to Bidders for work related to and materials supplied in the preparation, presentation and evaluation of any Tender, nor for the Contract negotiations whether they are successful or unsuccessful. Bids will be opened in Boardroom 1 A at 2:15 pm on the day of closing and bidders are invited to attend. ' 7. Tender Deoasits All tender submissions shall be accompanied by a Bid Deposit in the form of a certified cheque, bank draft, money order or cash payable to the Corporation of the Municipality of Clarington in the amount specified in the table below: HENRY KORTEKAAS & ASSOCIATES INC. Page 6 s SECTION A -INSTRUCTIONS TO BIDDERS Total Tender Amount 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 l,ooo,oao.ol to z,ooo,oao.oo too,ooo.oo 2,000,000.01 and over 200.Ono_nn NOTE: Bid b d i d b on s ssue y a surety approved by and in a form containing terms satisfactory to the Municipality's Treasurer will be accepted for tenders valued over $50,000.00 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 th T d e en ers 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. Agreement to Bond The Contractor is required to provide a Performance Bon, and a Labour and Material Payment Bond, each in an amount equal to 100 percent of the Total Tender Amount, to guarantee his faithful performance of this Contract and his fulfilment of all obligations in respect of maintenance and payment far labour and materials used on this work. Each Bo d h ll b i h n s a e w t a satisfactory Guarantee Surety Company, resident in Canada or authorized to carry on business in Canada. An agreement to Bond must be submitted with [he tender bid. A Letter of Agreement to bond is provided (See Page 26) or a Bonding company's standard "Agreement to Bond" forms are acceptable. , 8. Informal or Unbalanced Tenders Al] entries in the Form of Tender shall be made legibly in ink or by type. Entries or changes made in pencil, unless otherwise decided by the Owner, shall be considered to be invalid or informal. Tenders which are incomplete, conditional, illegible or obscure, or which contain additions not called for, reservations, erasures, alterations (unless properly and clearly made and initialled by the tenderers signing officer) or irregularities of any kind, may be rejected as informal. Tenders that contain prices which appear to be so unbalanced as likely to affect adversely the interests of the Owner may be rejected. In case of an eror in extending the unit prices, the unit price shall be used to determine the correct tender price. If a tenderer has failed to enter a price for an item of work set out in a Form of Tender, he shall, ' unless he has specifically stated otherwise in his tender, be deemed to have allowed elsewhere in the Form of Tender for the cost of carrying out the said item of work. Unless otherwise agreed to HENRY KORTEKAAS & ASSOCIATES 1NC. Page 7 SECTION A -INSTRUCTIONS TO BIDDERS by the Owner in writing, no increase shall be made in the total tender price on account of such omission. 9. Right of Owner to Accent or Reiect Tenders The Owner, The Corporation of the Municipality of Clarington, reserves the right to accept any tender submitted; the lowest or any tender need not necessazily be accepted and the Owner reserves the right to reject any or all tenders at his sole discretion. 10. Tendered Prices The lump sum price or prices quoted in the Forsn of Tender shall include the furnishing of all materials, supplies and equipment and providing of all labour, construction tools and equipment, utility and transportation services necessary to perform and complete all the work required under [he Contract, including all miscellaneous work, whether specifically included in the Contract Documents or not. It is the intention of the Drawings and Specifications to provide finished work. Any items omitted there from which are clearly necessary for the completion of the work or its appurtenances shall be considered a portion of the work though not directly specified and/or shown or called for on the Drawings. 11. Omissions or Discrepancies Should the tenderer find discrepancies in, or omissions from, the drawings, specifications or other tender documents, or should he be in doubt as to their meaning, he shall notify the Consultant who may send a written instruction to all tenderers. Verbal interpretations of such omissions or discrepancies will not be given. 12. Inquiries During Tendering The tenderer is advised that inquires regarding the interpretation of the plans or specifications, shall be dtrected to the Contract Administrator, Henry Kortekaas & Associates Inc. Telephone: (905) 427-2782; Fax: 905-427-9964; Attention: Henry Kortekaas. 13. Award of Contract The award of this contract is subject to the approval of the Owner In the event that all Bids received exceed the Owner's budget for the project, the Owner shall negotiate changes in the scope of work as described by the drawings and specifications with the bidder submitting the lowest acceptable Bid Price. If the negotiations result in a Contract Price acceptable to both Parties, no further re-bidding of the project will be undertaken, and the Contract shall be awarded at the negotiated price. If the negotiations fail to produce a Contract Price acceptable to both Parties, or if, in the first instance, the changes contemplated result in a value in excess of 15% and the Owner wishes competitive prices thereon, the Bid Documents will be amended and invitations to re-bid will be issued to the Bidders who submitted the three (3) lowest acceptable Bids on the original Bid call. We further understand and agree that the subcontractors invited to re-Bid shall likewise be restricted to those who submitted the three (3) lowest acceptable prices in each Contractor's original Bid. HENRY KORTEKAAS & ASSOCIATES INC. Page 8 SECTION A -INSTRUCTIONS TO BIDDERS 14. Interoretationsond Addenda No oral interpretations shall be made to a tenderer as to the meaning of any of the contact documents, or be effective to modify any of the provisions of the contract documents. Every request for an interpretation shall be made in writing, addressed and Forwarded to the Consultant. The Consultant shall issue written Addenda to all bidders if any interpretation is required. 15. Products and Substitutions The Municipality's standazd policy is to provide for manufacturers name and/or approved equivalents. All equivalents must be approved by the consultant and the Municipality 5 (five) days in advance of the closing of the tender. All bidders will be advised of any approved substimtions. i) Base Tender Price on projects specified and / or shown on Drawings ii) List all proposed substitutions under "Alternative Prices" in the appropriate space designed for that purpose on the Tender Forth Section'B', showing the product name and stating the difference in price, if any, should the proposed substitution be accepted. iii) The Owner reserves the right to accept or reject any or all of the proposed substitutions. iv) All requests will include all required technical information, organized and presented in easily understandable format. 16. Quantities Are Estimated The quantities shown for unit price and lump sum items in the Form of Tender are estimated only and are for the sole purpose of indicating to tenderers the general magnitude of the work. For any work done or material supplied on a unit price basis, the Contractor will be paid for the actual measured quantities at the respective unit prices tendered. Measurements shall be taken in the field and transferred to as built drawings and area and volume calculations will be generated this way. The Consultant has the right to increase or to reduce the quantities required or to suspend or omit any item or portion of the work at any time, up to 20% reduction in the contract, as he may deem advisable. The Contractor shall not 6e entitled to any compensation for loss of anticipated profit as a result of the deletion of any item or par[ of an item from the Form of Tender. 17. Proof of Ability of Contractor to do Work The Owner reserves the right to reject any tender where satisfactory evidence of sufficient capital, plant, and experience to successfully complete the work in the specified time, is not furnished by the Tenderer. 18. Sub-Contractors The tenderer shall give, in [he [ender documents (Section "B"), [he name and address of each proposed Sub-Contractor used in making up his tender, stating the portion of the work allotted to each. Only one Sub-Contractor shall be named for each part of the work to be sublet. After the tender has been accepted by the Owner, the Contractor shall not be allowed to substitute other Sub-Contractor in place of those named in his tender without written approval from the Consultant. HENRY KORTEKAAS & ASSOCIATES INC. Page 9 ~„ ', s ~~ lJ 1J SECTION A -INSTRUCTIONS TO BIDDERS 19. Contract Documents The Contractor to whom this Contract is awarded will be required to execute the Agreement in quadruplicate, in the form bound herein and furnish documents in quadruplicate covering the following: (i) Performance & Labour Bond Performance Bond and a Labour and Material Payment Bond each in the amount of one hundred percent (100%) of the total tendered price. (ii) Suretv Comoanv Each Bond shall be with a satisfactory Guazantee Surety Company, resident in Canada or authorized to carry on business in Canada. (iii) Insurance Insurance requirements General Conditions with the following minimum limits for Liability: $3,0000,000 for loss or damage resulting from All bodily injury to or death of any Inclusive one person for loss or damage resulting from bodily injury to or death of two or more persons arising out of the same accident for loss or damage to property. (iv) Insure Consultant & Owner The Corporation of the Municipality ofClarington, and Henry Kortekaas & Associates Inc., shall be included as additional insured on all policies relating to this Contract. (v) Agreement to Bond Agreement to bond is to be from a company authorized to conduct business in a forth acceptable to Municipality's Director of Finance. (vi) WSIB Clearance Certificate (vii) Work Schedule 20. Provincial Sales Tax Provincial Retail Sales Tax shall be included in tendered unit prices for material supplied under this contract. HENRY KORTEKAAS 3c ASSOCIATES INC. Page 10 SECTION A -INSTRUCTIONS TO BIDDERS Z1. Goods and Services Tax tGST) The Tenderer shall NOT include any amount in his tender unit prices for the Goods and Service Tax. The prices tendered shall include all applicable Provincial Sales Taxes but not the Goods and Services Tax (GST). The successful Contractor shall provide the Owner with his GST registration number and copies of invoices and statements of payments for materials used in the work and assist in all other ways, as requested to expedite recovery by the Owner of the GST paid for all works and services provided for the construction/completion of the project. Progress payments will be issued with G.S.T. added to the payment. The amount of G.S.T. added will be provided by the contractor or estimated by the Consultant. If estimated by the Consultant, the contractor may provide the fmal G.S.T. amount prior to signing the completion certificate. 22. Order of Precedence In case of conflict in the provision of the plans or specifications, the order of precedence shall be: i) The Agreement ii) Addenda (if any issued) iii) Special Provisions iv) lnstmctions to Bidders, General Conditions CCDC4 v) Contract Drawings vi) Form of Tender vii) Specifications 23. Commencement of Work The successful bidder will be required to commence work at the site within seven (7) calendar days of the official commencement date after receiving written instructions from the Consultant that the work is to begin and the Contractor shall work continuously (weather permitting) until the work is completed within the time period specified by [he contract in the Form of Tender. 24. Execution of Contract Tenders shall be open for acceptance for a period of 90 days after the closing date. (Refer to Schedule "B" Standard Terms and Conditions -Item # ] 6 -Bid Acceptance) After this time the tender may only be accepted with the consent of the successful Tenderer. The successful Tenderer shall execute the Contract Documents and furnish bonds within 10 calendar days of receipt of notification of Acceptance of Tender. Failure by the successful Tenderer to meet the above requirements will entitle the Owner to cancel the awazd of the Contract and to retain the tender deposit as compensation for damages sustained due to the successful Tenderer's default. The Omer may then award the Contract to one of the other Tenderers or take such other action as it chooses. 25. lnsoector's Powers In addition to other powers of the Inspector in this contract, the following clauses shall also apply: Inspectors aze required to see that provisions of the Specifications are faithfully adhered to, especially as regards [he quality of the workmanship and materials and shall have the power to HENRY KORTEKAAS & ASSOCIATES INC. Page 11 w" SECTION A -INSTRUCTIONS TO BIDDERS kP~ suspend any workman far incompetency, drunkenness, or negligence or disregazd of others. An Inspector may stop the work entirely if there is not a sufficient quantity of suitable and approved material on the ground to carry it out properly, or for any other good and sufficient cause. Any k'~ work done in the absence of an Inspector shall be opened up for thorough examination and must be rebuilt or replaced as dtrected and at the Contractor's sole expense, but no approval by any Inspector shall be taken as, or construed into an acceptance of defective or improper work or material, which must, in every case, be removed and properly replaced whenever discovered at any stage of the work. Orders given by Inspectors relating to the quality of material and workmanship _ must be at once obeyed by the Contractor. 26. Site Examination The Tenderer, either personally or through a representative, shall examine the Place of the Work before submitting a Tender, and shall satisfy himself as to the nature and location of the Work, local conditions, soil structure, topography of the site of the Work, the equipment and facilities needed preliminary to and during the execution of the Work, the means of access to the site, all necessary information as to the risks, contingencies and circumstances which may affect his Tender, and all other matters which can in any way affect the work. The Tenderer is fully responsible for obtaining all information required for the preparation of the Tender. The failure or omission of the Tenderer to receive or examine any form, instrument, addendum or other document, or visit the site and acquaint himself with conditions there existing, shall in no way relieve him from any obligations with respect to this bond or to the Contract. 27. Subsurface Conditions No soils investigation has been prepared for this site. It is hereby expressly aareed that the Consultant or Owner shall not in anv circumstances whatsoever be under anv liability whatsoever to the ContractorBidder for any loss. damage or expenses of whatever nature or kind azisine or resulting directly or indirectly from the lack of provision of eeotechnical information. Without limiting the generality of the foregoing, every exemption of liability, defence and immunity applicable to the Owner or to which the Owner is entitled hereunder shall also be available and shall extend to protect the Consultant rendering professional services and with respect to the lack of provision of the soils information and this disclaimer of liability in favour of the Consultants, the Owner shall be deemed to be acting as agent or trustee on behalf of and for the benefit of the Consultant. 28. Enterine Lands For Investieation ' The tenderer shall notify the Owner and Consultant prior to entering the property to investigate conditions thereon for purposes of establishing a Tender price for this project. The tenderer shall also obtain written permission of the Owners and/or occupants of any other properties prior to entry on which he may desire to perform an investigation. The tenderer shall promptly reinstate all property which has been disturbed by such investigation and shall be solely responsible for all damage and claims resulting there from in accordance with the said agreement of such Owners and occupants. It is understood that the tenderer is not acting as agent of the Owner and the Owner shall not be responsible for any disturbance to or reinstatement of any property or for any claims for damage which may arise. [f desired, test holes can be arranged by the Tenderer to be dug prior to tender closing. The undertaking of this work will be the sole responsibility of the Tenderer however. the Consultant must be notified prior to an~work beine done. 29. Contractor's Presence on Site The Contractor shall give personal attention to the faithful execution and completion of the work and shall be present either in person or by a duly authorized representative on the site of the. work continually during its progress. HENRY KORTEKAAS Sz ASSOCIATES INC. Page 12 SECTION A -INSTRUCTIONS TO BIDDERS 30. Safety Requirements 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 outlined 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. 31. Work Carried Out By Others The tenderer under this contract shall include where applicable, an allowance For the administrative work involved in the co-ordination of his sub-contractor(s) and shall be responsible for the final structural and operative condition of these works. 32. Damaee to Existin¢ Utilities The Contractor's attention is drawn to the presence of utilities on this project. It is the Contractor's responsibility to contact the municipal authorities or utility companies for further information with regard to these utilities, and to exercise the necessary caze in construction operations, or take other precautions to safeguard the utility from damage. The costs of all damages to utilities, both overhead and undergound, caused by the Contractor's operations, shall be borne by the Contractor. The Contractor shall ensure that full utility service is not disturbed during the course of construction, by reason of the construction. 33. Contract Time and Liquidated Dama¢es 1. Time Time shall be the essence of this contract. Completion date will be a consideration in the award of the tender. For purposes of this Contract Time means the time stipulated herein for Completion of the Work. 2. Proeress of the Work and Contract Time The charging of working days shall commence as per the construction schedule (Item 34) and the Contractor shall diligently prosecute the work on this contract to completion on or before the expiration of the completion date. ' If the contract time above specified is not sufficient to permit completion of the work by the Contractor working a normal number of hours each day or week on a single daylight shift basis, it is expected that additional and / or augmented daylight shifts will be required throughout the life of the contract to the extent deemed necessary by the Contractor to insure that the work will be completed within the contract time specified. Any additional costs occasioned by compliance with these provisions will be considered to be included in the prices bid for the various items of work and no additional compensation will be allowed therefore. n i HENRY KORTEKAAS & ASSOCIATES INC. Page 13 SECTION A -INSTRUCTIONS TO BIDDERS Working days shall be charged until the date of completion of the work as set out in the Certificate of Completion issued in accordance. 3. Working Dav L~J The Contract Administrator will famish to the Contractor for his signature a weekly "Statement of Record of Working Days". The Contractor will be allowed two weeks in which to file a written protest setting forth in what respects the said weekly statement is incorrect, otherwise, the statement shall be deemed to have been accepted by the Contractor. 4. Liquidated Damages In case the Contractor shall fail to complete the works hereunder, in accordance with the specifications and to the satisfaction of the Municipality, within the time specified, the Contractor shall pay to the Corporation the full cost of Inspectors' wages and the cost of other supervision for each and every day that the work shall remain unfinished after the respective time specified as part of the liquidated damages. Based on an average 12 hour weekday, it is estimated that these liquidated damages will be based on any and all actual costs incurred by the Corporation. The Corporation may deduct and retain the amounts of such liquidated damages out of the monies which may be due or become due to the Contractor. 34. Schedule of Construction The works, is as outlined in the Form of Tender, r, l' "1 i LJ The Contractor shall provide, at no extra cost, all necessary additional labour, material and equipment to compensate for delays due to inclement weather, delivery of materials, labour unrest and all other conditions which may interfere with the scheduled progress of the work. The above outline shall be the basis for the prices submitted in the Form of Tender. 35. Completion and Acceptance The works constructed under this contract shall be accepted by the Corporation of the Municipality of Clarington in two phases. ' STAGE I -INITIAL ACCEPTANCE: (i.e. Substantial Performance Acceptance) Walkways. Basketball Half Court Playground Splash Pad and Park Amenities, and all other surface works constructed under this contract shall be accepted upon completion of all construction, cleaning, inspection and adjustment of all deficiencies to the satisfaction of the Municipality. STAGE I[ -FINAL ACCEPTANCE -Walkway, Basketball Half Court, Splash Pad. Playground and Amenities Final acceptance of the works constructed under this contract will occur at the end of the Guarantee and Maintenance period subject to final cleaning, inspection, adjustments and rectification of all deficiencies, to the satisfaction of the Municipality Inspection. HENRY KORTEKAAS & ASSOCIATES INC. Page la SECTION A -INSTRUCTIONS TO BIDDERS 36. Guarantee and Maintenance All work done under this contract shall be guazanteed and maintained by the Contractor from the Date of Initial Acceptance by the Municipality (Substantial Completion) as set out in the General Conditions until the Date of Final Acceptance by the Municipality, as applicable. NOTE: It is the policy of the Municipality to require a One Year Maintenance Period, from the date of substantial acceptance. Trees require a TWO YEAR Maintenance Period for the date of substantial completion. The Contractor shall make good in a permanent manner, satisfactory to the Owner, any and all defects, or deficiencies in the work, bath during construction and during the period of maintenance as aforesaid. The Contractor shall commence repairs on any work identified as effective under this clause within 48 hours of receipt of notice from the Owner, or Contractor Administrator. The decision of the Owner and the Contractor Administrator shall be final as to the necessity for repairs or for any work to be done under this section. 37. Lavout The layout shall be prepared by the contractor and approved by the Consultant. The layout approved by the Consultant shall be sufficient to permit construction of the work by the Contractor in compliance with the Contract Documents, but shall no[ relieve the Contractor of his responsibility for the provision of qualified skilled personnel and normal tools of the trade as necessary for the transfer or settine of the secondary lines and rades from the primary controls orovtded. Tools of the trade are interpreted to include but not necessarily be limited to hand and line levels, boning rods, tape measures, etc. 38. Labour Conditions Definitions For the purposes of this Special Provision, a) 'regular rate" means, (i) the hourly rate paid to an employee for their normal non-overtime work week, or; (ii) in the case of an employee to whom sub-clause (i) does not apply, the amount obtained by dividine their total earnings for the week by the number of hours they worked in the week. 39. Pavments Payments shall be made subject to the following: 39a) Progress Pavments Progress Payments for 90% of value of the constructed works shall be made to the contractor within 30 days after receipt of the Contractor's claim for payment. 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 HENRY KORTEKAAS & ASSOCIATES INC. Page 15 SECTION A -INSTRUCTIONS TO BIDDERS 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 and defect or deficiency in the work, pending correction of the same. 39b) Holdback The l0% Holdback shall be released as follows: The Construction Lien Holdback (i.e. 10% of the value of work substantially completed less all approved claims) shall become payable without interest after 45 days from the Date of Substantial Performance Acceptance of the works. 40. The Construction Lien Act Payments to the Contractor, holdbacks and their release, and certificate of substantial performance and completion under this contract shall be in full compliance with the provisions of The Construction Lien Act, R.S.O., 1983. The Contractor shall be deemed to have made due allowance for executing the requirements of the Act in his tender price. 41. Restrictions on open burning Open foes will not be permitted within the limits of this Contract, Brush and debris may as an alternative to burning, be disposed of outside the Contract Limits and m compliance with the requirements specified elsewhere for Management and Disposal of Excess Material. 42. Suooly of Materials All materials necessary for the proper completion of the work shat] be supplied by the Contractor, except as specifically noted, and the payment provided in the Contract shall be deemed to include full compensation for the supply of such materiak 43. Weather Conditions ' The Contractor shall take into account the seasonal weather conditions in which the work is to take place and to allow in his prices for any change required from normal construction methods of materials due to weather conditions. Removal of snow, ice, water, frozen material, etc., and the protection of building materials, trench walls and backfill from freezing as necessary for the completion of the contract shall be included in the bid prices. i, i lJ HENRY KORTEKAAS & ASSOCIATES [NC. Page 16 SECTION A -INSTRUCTIONS TO BIDDERS B. SUPPLEMENTARY CONDITIONS The CCDC4 apply to this project except for the following Definitions Item No. 4 - En ineer Change: The word `Engineer' shall mean `Landscape Architect'. CCDC4-GC1 Documents In pazagraph 1.1 change `duplicate' to read `triplicate'. GC Valuation and Certifications or Changes in The Work Add: as 12.11. The Owner may delete any sections or sections of work. GC14 Certificates and Pa ent Change pazagraph 14.2 and 14.7 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 afrer the issuance of a certificate for payment by the Landscape Architect. GC23 Bonds Change pazagraph 23.1 to read: The contractor shall promptly provide and pay for a Performance Bond and Labour and Material Bond in the amount of one hundred (100) percent of the Contract Price covering the performance of the Contract including the requirements of GC24 - Warranty. GC26 Superintendents Add as pazagraph 26.4: The contractor shall provide for speciality supervisors as required in Division 1 -General Requirements. A Holdback will apply to each and every invoice including maintenance related invoices as per section 14.7/14.8 of the General Conditions CCDC4. HENRY KORTEKAAS 3c ASSOCIATES INC. Page 17 SECTION A - INSTRUCTIONS TO BIDDERS C. GENERAL CONDITIONS I. The following documents shall govern as the general conditions for this project: ~ Standazd Construction Document CCDC 4 File 00530, 00720 1982 Unit Price Contract Available at: Toronto Construction Association Construction Centre 1 Sparks Avenue Willowdale, Ontario M2H 2 W 1 (416) 499-4000 2. A copy of the document is enclosed herewith. 3. The 1982 Amendment to CCDC 4 shall integrally form part of the General Conditions. a) GC14 -Certificates and Payments Substitute the new 1982 versions of GC 14.12 and GC 14.13. Add a new general condition as GC14.14. b) GC19 -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) GC20 -Insurance Substitute the new 1982 version of GC20.1(a). 4. The definitions for Unit Price Contract, CCDC No.4, 1982, File 0030 and 0720 are amended as follows: Definitions Item No. 2 -Contract Documents 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. HENRY KORTEKAAS & ASSOCIATES INC. Page 18 SECTION B -RETURN ALL FORMS e TENDER SUBMISSION We hereby offer to famish all materials, and labour, including all prime costs, allowances, and government Sales or other taxes (including Goods and Services Tax and Provincial Sales Tax), permits and fees, all as necessary for the proper installation and completion of all aspects of the entire project, for the sum of: TOTAL TENDER PRICE ................................... In submitting this Tender, we recognize that the Owner does not bind himself to accept the lowest or any Tender and reserves the right to reject any or all tender submissions. Upon receiving notification of Contract Award, we agree to: a) commence work by date indicated, weather and site conditions permitting b) substantially complete all work in accordance with construction schedule. c) make every effort to abide by the Owner's requirements for completion of work and to complete the work in an orderly and efficient manner, without undue delays. d) execute the Owner s standard form of Contract and General conditions thereto. e) famish a Performance and Labour and Material bond for 1 f)t)% of the work ($ ), at our expense For the proper execution of the specified work, the said bonds to be issued by a Canadian company satisfactory to the Owner. Submitted by Principal or Owner of Firm: ...................................................... Name (Please Print) ...................................................... • Signature CORPORATE SEAL +l f J HENRY KORTEKAAS & ASSOCIATES [NC. Page 19 ;~ LJ X'I C G s l~"1 ~'°J KNOX NEIGHBOURHOOD PARK - 06670 HENRY KORTEKAAS 8 ASSOCIATES -- - - -- - Job udss7o 82 Sherwood Road East April stn, 2008 _ _ .Ajax, ON, L1 T 2Z2 Schedule Tel: (90.5)_427-2782 1 1-8_66-95_9-9997 Tender Closes: June 4, 2008 (2:OOPM Local Time) __ Fax _(905) 427-9964 Mobilize: _ EMAIL:hkortek@sympatico.ca Start Construction: Substantial Completion: September 15, 2008 I/We the untlersignetl bidtler(s), have examined Ne specifications, stantlartl tender and wntract terms and wntlitions, tlo hereby otter to supply all labour, materials, protluCs, equipment, tools, maUinery, freight to perform the services herein described for the following phces. e quantities 5 own m e c e ule 0 ontrea mt'~FTrices a~T~Contrac[ d~~be tie Sumo a pr~cfs o e~uanbGes t at are incorporated in, or made necessary by the Work, as confirmetl by [he CAUnI and measurement, and the appropriate Contract Unt[ Price, togeNer with any atljustments that are made in accordance with Ne provisions o(the Contract Documents. Nevertheless, no vrork beyond the amount stipulated is to be rametl out wiVwut approval of the Landscape Architect. The Contract Price shall be the sum of the products of the actual quantities and the appropriate Contract Unit Prices in the Schetlule. Item Description .Detail #' Q Units Unit Price Ext. Price Area Price 1.0 PLANTING (ALL PLANTS TO BE INSPECTED PRIOR TO PLANTING) ' SUPPLY AND PLACE the following plant material Deciduous Plantin Acer rubrum'Morgan' ARM i 4 50mm Dia. W.B.. 5 S Acer saccharum _ ACS 15 SOmm Dia. W.B.' 8 ' S T Quercus rubs OUR 12 SOmm Dia. W.B.. $ ' S Fagus grandifolia FG 3 SOmm Dia. W.B, S S Coniferous Planting _ Larix laricina LAL 7 150cm Ht. WB $ ' S Picea glauca PG 14 15Dcm Ht. WB S S Pinus strobus PIST 3 150cm Ht. WB $ S Plants are to be No. 1 Nursery Grown, under proper cultural practices' - ~ - SUBTOTAL OF PLANTING ~ g 2.O SITE WORKS -INCLUDE EXCAVATION AND GRADING TO SUBGRADE. DEVELOPER WILL LEAVE SITE TO 150mm BELOW FINAL GRADE. (PARK CONTRACTOR TO CARRY OUT PRECISE GRADING TO DWG ELEVATIONS) 2.1 SUPPLY AND PLACE sumpless ° Ps.o 2 Each S ', S catchbasins as per plan 7os oto i, 2.2 SUPPLY AND PLACE sumpless o.P-s.o. 1 Each ~ S S catchbasin/manholes as per plan ' Tof.ofo 2.3 SUPPLY AND PLACE 200mm dia~ 190.0. L.m. S 5 STM pipe _- 2.4 SUPPLY AND PLACE asphalt L5-6 ', 655.0 sq.m. S 5 walkway and base and asphalt playgound edge 2.5 SUPPLY AND PLACE Fine grade 9500 sq.m. S S topsoil (Developer responsible for the supply and placement for rough grade of topsoil) 2.6 SUPPLY AND PLACE Sod total 9500 sq.m. $ S area of park - - - ---- 2.7 SUPPLY AND PLACE Picnic Table' LS-12 1 Each 5 8 (Dumor 76-33PL) ' __ __ _..- 2.8 SUPPLY AND PLACE Bench LS-8 4 Each 5 S (Dumor 131) 2.9 SUPPLY AND PLACE Concrete LS-5 4 Each S S base for benches, 150mm depth 06670-COST ESTIMATE.xIs 2.10 SUPPLY AND PLACE Garbage L5-9 4 Each S $ Receptacle (Webcoat TR22) . 1 UPPLY AND PLACE Concrete L5-5 4 Each S _ S base for garbage receptacles, - - - - .12 SUPPLY AND PLACE all electrical ---- E1 & E2 3 Each S __ $ _ - " - - items including light poles, fixtures, conductor, conduit and connection to power source as per Electrical Plan D6 -Type "A" - Cooper Lighting "Concourse III" #CAL-70- HPS-120-3F-BK-CA43R-BK (Black) 70 watt 120 high volt high pressure .sodium with a high power factor high pressure sodium ballast and an Intermatic #K4021 C 1000 watt rated integral button photo cell in the first luminaire in the circuit. (Electrical engineer to certify DWGJ 2.13 SUPPLY AND PLACE Line L5-11 1 Each S S Painting for Hopscotch SUBTOTAL OF SITE WORKS $ 3.0 PLAY AREA 3.1 SUPPLY AND PLACE 100mm dia. 64.0 L.m. S S perforated big 'O' play area drainage the (Grade the subgrade to slope to drain pipe) ' I 3.2 SUPPLY AND PLACE 100mm dia. 16.0 L.m. ! S S Solid Big 'O' Pipe to play area ' drainage file 3.3 SUPPLY AND PLACE brick sand L5-6 313.0 sq. m. S S play surface 300mm depth 3.4 SUPPLY AND PLACE Playground structure by ABC __ Playbooster Model #80128-r1 L3 1 Each $ 8 Single Post Swings, (2 Bays) Model' L3 1 Each S __ S # 1378908, 1378918 . include: 2 belts, 1 Bucket and 1 Accessible Molded Bucket Seat _ As per Drawing L3 SUBTOTAL OF PLAY AREA __- g 4.0 WATER PLAY AREA (No Asphalt Edge) ' 4.1 SUPPLY AND PLACE stainless L4-4 1 Each S S steel grate cover bolted on top of CB#2 as per detail 4.2 SUPPLY AND PLACE rubberized L5-7 76 0 sq m. S s play surface over splash pad 4.3 SUPPLY~ANDPLACE150mm LS-7 80.0 sq.m. S S depth of continous concrete paving with polypropylene fibers in mix, broom finish with 150mm curb surround 06670-COST ESTIMATE.xIs a I t 9 :J r~ I» ~', I"'1 I1 4.4 SUPPLY AND PLACE SOmm dia. 70.0 L. m. $ 8 water supply and street shut off valve from stub at property line to water meter chamber __ 4.5 SUPPLY AND PLACE precast L4 1 L.S. $ 8 meter chamber to Region of Durham standards c/w'Wilkins Zurn 950XL backflow preventer (obtain all permits)Provide shop drawings stamped by Vortex Mechanical Engineer for building permit. 4.6 SUPPLY AND PLACE Splash pad L4 1 L.S. S play equipment and all grading/excavation, associated plumbing and fixtures (obtain all permits) Ground Sprays _ --- 2-Ground Geyser 2 _ Each S S 1-Directional Water Jet 1 _ Each 8 S 1-Rooster Tail 1 Each _ ' S 3 1-Split Spray 1 ' _ Each 8 $ 1-Bucket Trio 1 ' Each 3 S I 1 -Spray Loops 1 Each S 8 1 -Activation Bollard_ 1 Each S $ 4.7 SUPPLY AND PLACE Complete L6 1 _ L.S. _ S S electrical works as per drawing and specifications (obtain all permits) to .building code -Provide shop I drawings stamped by Equpiment .Supplier Electrical Engineer for I building permit 4.8 SUPPLY Cash allowance for 1 L.S. S t,00o.00 ! $ t,o00.00 ' Clairington Hydro servicing ' SUBTOTAL OF WATER PLAY AREA_ - $ 5.0 1/2 COURT BASKETBALL 5.1 SUPPLY & PLACE Line painting 1 L.S. S S --- with asphaltic paint for court 5.2 SUPPLY AND PLACE basketball LS-10 1 Each 8 ~$ - ___- ----- equipment for court as per detail SUBOTAL OF 112 COURT BASKETBALL ---- - -- -- 6.0 SIGNAGE 6.1 SUPPLY AND PLACE park LS-4 1 Each 8 $ - - _ _ signage as per Municipal detail -- - _ ---- SUBTOTAL OFSIGNAGE - -- " $ _ - 06670-COST ESTIMATE.xIs 7.0 --_- 7.1 TESTING* ---- --- - Allow for four (4) compaction tests on subbase under hard surface at locations picked by Landscape Architect -- 4 Each S 3 7.2 Allow for four (4) compaction tests on granular at locations picked by Landscape_Architect 4 - Each ----- $ 5 7.3 Allow for two (2) asphalt tests at locations picked by Landscape Architect 2 Each $ $ 7.4 Allow far two (2) slump tests of concrete at locations picked by Landscape Architect 2 Each S S 7.5 Contractor responsible for complete survey layout, and grades throughout period of construction. 1 L.S. $ S ~ ' Payment to be based on actual number of tests requested by Municipai Landscape Arohitect SUBTOAL OF TESTING ' ' $ 8.0 OTHER ITEMS 8.1 .Any other items not listed above y $ S SUBTOTAL OF OTHER ITEMS ~ ' $ - - TOTAL CONSTRUCTION COSTS I $ . (include P.S.T. in Unif Prices above) 8.0 BONDING -- - I _ __ _ - - 8.1 Performance Bond (100% of tender contract sum) _ 1 L.S. I S S 8.2 Labour and Material Payment Bond (100% of tender contract sum) __ _ 1 L.S. ~ ' S - SUBTOAL OF BONDING TOTAL PROJECT COST (no csT) -- -- -- _ - ---- --- Goods and Services Tax (G.S.T.) o -- 5/° - _ __ -- - __ _ -- -- _ _ __ $ $ --- -- $ GRAND TOTAL $ 8.0 PROVISIONAL ITEMS 8.1 ASUPPLY AND PLACE shade ST structure -Provide shop drawings stamped by Structural Engineer for building permit 1 L.S. $ S __- -_ _- lJ IJ 8.1 B SUPPLY AND PLACE Benches L5-8 4 Each $ $ under structure (Dumor 131) on concrete pad 8.1 CSUPPLY AND PLACE concrete 4 Each S 8 pad for benches 8.1 D Delete Item 2.13 Line Painting for L5-11 -1 Each 5 8 Hopscotch 8.2 Rough Grading of topsoil (Hourly 1 Per Hour $ $ Rate) Machine Time 8.3 Rough Grading of subgrade for 1 Per Hour __ S ____ ___ S hard surfaces (Hourly Rate) SUBTOTAL OF PROVISIONAL ITEMS $ 06670-COST ESTIMATE.xIs PAGE 5 of 5 SECTION B -RETURN ALL FORMS We the undersigned propose to use the following Sub-Contractor(s) for the work indicated: The following work will be Name ofSub-Contractor executed under aSub-Contract ................................................................................................................................................. If Bidder is a Corporation ........................ Corporate Name ................ Ciry and Province in which Incorporated .....:........... ................................................. HENRY KORTEKAAS & ASSOCIATES INC. Page 25 SECTION B -RETURN ALL FORMS HENRY KORTEKAAS & ASSOCIATES [NC. Page 26 SECTION B -RETURN ALL FORMS ALTERNATIVE PRICES Name of Bidder ....................................................................................................................... I/We the Undersigned have inserted below all separate, itemized and alternative prices requested. I/We agree that 1. all prices submitted take into consideration and allow for changes and adjustments in other work as may be necessary to provide a finished and functional result, unless specifically indicated otherwise, 2. alternative prices are for work which is included in the Tender Price listed on Tender Form but which may be added by the Owner, pending approval of substitution or consultant for the price quoted hereunder, 3. and that the Owner reserves the right to accept or reject any of the prices proposed hereunder. BIDDER'S ALTERNATIVES I/We the Undersigned propose the following alternatives: Product Proposed Add to Deduct from Specified Substitution Tender Price Tender Price l ............................................................................................. ................. $ ................. 2 ............................................................................................. ................. $ ................. 3 ............................................................................................. ................. $ ................. 4 ............................................................................................. ................ $ ................. 5 ............................................................................................. ............. $ ................. 6 ............................................................................................. ............... $ ................. (Add extra pages if necessary) Date ........................................................................ Signature ................................................................. Name and Title ........................................................ HENRY KORTEKAAS & ASSOCIATES INC. Page 27 <: SECTION B -RETURN ALL FORMS AGREEMENT TO BOND (TO BE COMPLETED BY BONDING COMPANY) CONTRACT NO.: WE, the Undersigned, HEREBY AGREE to become bound as Surety for in a Performance Bond totalling ONE HUNDRED PERCENT (100%) of the CONTRACT amount, and Labour and Material Payment Bond totalling ONE HUNDRED PERCENT (100%) of the CONTRACT amount, and conforming to the Instruments of Contract attached hereto, for the full and due performance of the works showing or described herein, if the Tender for Contract No. CL2008-6 is accepted by the Municipality of Clarington. IT IS A CONDITION of this Agreement that if the above mentioned Tender is accepted, application for a Performance Bond and a Labour and Material Payment Bond must be made to the Undersigned within TEN (10) DAYS of Notice of Contract Awazd, otherwise the Agreement shall be null and void. DATED AT this day of 2008. Name of Bonding Company L~, Signature of Authorized Person Signing for Bonding Company (BONDING COMPANY SEAL) ,,. ~i LJ r` !'J Position (This Form shall be completed and attached to the Tender Submitted). HENRY KORTEKAAS & ASSOCIATES INC. Page 28 SECTION B -RETURN ALL FORMS ADDENDUM NOTES Re: Knox Neighbourhood Park Name: ................................................ Address: ................................................ ................................................ Telephone ................................................ Date: ............................................... To: Cletks Office Corporation of the Municipality of Clarington 40 Temperance Street Bowmanville, Ontario LiC 3A6 Having examined the drawing Numbers as indicated on the bid sheets, Instruction to Bidders, and forms attached thereto, the general conditions, the specifications, inclusive and all addenda and drawings issued during the period numbered and dated as follows: Addendum No ........................... dated............................... Addendum No ............................ dated............................... Addendum No ............................ dated................................ Addendum No ............................ dated................................ Addendum No ............................ dated................................ All as prepared by Henry Kortekaas & Associates, Landscape Architects, for the conswction of: KNOX NEIGHBOURHOOD PARK HENRY KORTEKAAS & ASSOCIATES INC. Page 29 SECTION B -RETURN ALL FORMS 1. 2. 3. 4. 5. 6. 7. 8. 9. I o. Similar Projects -List of Similar Projects Contractor as carried out. Description Company Contact Person Telephone'.Vo. Value trrvxr KORTEKAAS & ASSOCIATES INC. Page 30 I -. r~. The Drawings and Plans, Specifications, Information far Tenderers, Form of Tender, Special Provisions, ~~ General Conditions, Performance and Maintenance Bonds, together with this Agreement form the Contract in this matter. THIS AGREEMENT, made (in triplicate) this day of ,Two Thousand BY AND BETWEEN hereinafter called the Contractor of the First Part AND THE OWNER/ CORPORATION hereinafter called the owner WHEREAS the said Contractor submitted a Tender for: This contract is for the comolete works relatine to grading, drainaee, preparation of graded oad for play area installation of asphalt walkway brick sand play area. mstallatton of olav structures basketball court basketball hoop waterplay splash oad eouinment and rubbenzed surfacing sodding seedinG, planting and all environmental protection and restoration work in the Knox Neighbourhood Park as oer the enclosed drawings a copy of which is attached hereto, and WHEREAS the said Tender was accepted by the said Corporation on the Two Thousand Eight. of NOW THESE PRESENT WITNESS that the said Conaactor does hereby covenant and agree with the said Owner that in consideration of the covenants and payments to be made as herein provided to comply with the following. 1. To provide al] materials, tools, equipment and labour of every kind required to do and perform the whole of the work set out in the Plans and Tender, and in the most substantial and workmanlike manner, according to the Schedule set out in the Information fof Tenderers. 2. To indemnify and save harmless the said Owner and each of its officers, servants and agents from and against all action, claims and'demands which may be brought or made by any other part in consequence of the performance of the said work or of the non-execution or imperfect performance of such work. 3 T . o pay to the said Owner, on demand, all loss costs, damages or expenses which may be paid, sustained, or incurred by the said Owner or any of its officers, servants, or agents in consequence of any such action, suit, claim, lien, execution or demand as here in before stated in Clause 2 above, and [ha[ in default of such payment, all such loss, costs, damages and expenses may be deducted from any monies of the said Conaactor then remaining in the possession of the said Owner on account of this contract, or may be recovered from the said Contractor or the Surety named in the band hereto attached in any court of competentjurisdiction as mone a able to such d f lt y p y e au . I~ HENRY KORTEKAAS & ASSOCIATES INC. Page 30 n~ 4. And the said Contractor further agrees that in the event of any action as herein before stated in Clause 2 above, to authorize and empower the said Owner or its Solicitor to defend, settle, or compromise any such actions, suits, claims, executions or demands as the said Owner or its said solicitor may deem expedient, and hereby agrees to ratify and confirm all the acts of the said Owner said Contractor may, at his own expense, take chazge of and conduct the defence in the name of the said Owner for any such actions, claim, or suit. 6. The Contractor shall perform the Work required by the Contract Documents for KNOX NEIGHBOURHOOD PARK which have been signed by the parties, and which were prepared by Henry Kortekaas and Associates Inc. acting as and hereinafter called the "Consultant" and (a) do and fulfil everything indicated by this Agreement, and (b) commence the Work by the day of and attain Substantial Performance Completion of the Work, as certified by the Consultant, by the day of The Contract Price is required in accordance with the provisions of the Contract Documents. 5. The said Owner covenants with the said Contractor that if the said work, including al] extras in connection therewith, shall be duly and properly executed according to the terms and provisions of this contract, the said Owner will pay the said Contractor the contract price stated in the said Tender (including all approved extras as provided in the Schedule of Prices forming part of this contract) in the manner specified as to holdbacks and only upon estimates or certificates signed by the Landscape Architect. It is hereby expressly provided that the granting of any estimate or certificate, or the payment of any monies thereunder, shall not be construed as an acceptance of any defective work or material, to which the same related thereof, and shall not in any manner lessen the liability of the contractor to replace such work or material, although the conditions of the same may not have been known to, or discovered by the said Engineer at the time such estimate or certificate was granted, or money paid thereon 7. CONTRACT PRICE in Canadian Funds, which price shall be subject [o adjustments as may be 20 HENRY KORTEKAAS Sc ASSOCIATES INC. Page 31 IN WITNESS the seal of the Contractor and the seal of the Corporation attested by the hands of their respective authorized officers on the date first above written. CONTRACTOR g Per: E Office: A L CORPORATION S Per: E Office: A L MAYOR S Per: E Office: A L CLERK S Per: g Office: A L HENRY KORTEKAAS & ASSOCIATES INC. Page 32 „~ SCHEDULE °B" 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 awazded 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, famished or performed by the company, which are subject to the Contract. STANDARD TERMS AND CONDITIONS 2. SUBMISSION OF BID Bid invitation shall be in accordance with the Municipality of Clarington Purchasing By-law #2006-12'7 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. -j,, ~'"r. J 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 pan of the contract, regarding meaning, intent or ambiguity, the decision of the Municipality shall be final. HENRY KORTEKAAS & ASSOCIATES [NC. Page 33 u I "'1 SCHEDULE (B) STANDARD TERMS AND CONDITIONS continued 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 clazification 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 clazification 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 otlicer, 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. ~~f LtJ 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 therefore. 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 no[ bind the Municipality to accept the work covered thereby or the particulars of the delivery ticket or piece tally thereof. 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. 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. HENRY KORTEKAAS Sc ASSOCIATES INC. Page 34 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. 8. 9. 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, anless 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 imporzer 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 m 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. 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 fmal payment shall not relieve the company from its obligations or liabilities under the contract. Acceptance by the company of the fma] 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. 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 i[ ' so that the work no longer infringes. HENRY KORTEKAAS & ASSOCIATES [NC. Page 35 ~5~~1 SCHEDULE (B) STANDARD TERMS AND CONDITIONS continued 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 fmal. 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 famish reasonable evidence that fmancial arrangements have been made to fulfil the Company'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. 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 casts for work both ways between the cothpany's factory or repair depot and the point of use. 16. BID ACCEPTANCE C (E _~ 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 [he Bidder's shown address given in [he 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. rcivn z Hutt t EKAAJ Sc ASSOCIATES INC. Page 36 I SCHEDULE (B)STANDARD TERMS AND CONDITIONS continued 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 iu creditors; then, in any such case, the Municipality may, without notice: terminate the contract. i~ L u lJ ~~.§ 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 disregards 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 subleu the contract or any portion thereof without the Municipality's prior written consent; or refuses to corsect 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 tersninates 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 fmish 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; 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 [he Municipality). 18. CONTRACT CANCELLATION The Municipality shall have [he right, which may be exercised from time to time, [o 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 famished 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. i HENRY KORTEKAAS & ASSOCIATES INC. Page 37 SCHEDULE (B)STANDARD TERMS AND CONDITIONS continued 20. SAMPLES Upon request, samples must be submitted strictly in accordance with instructions. If samples aze '` 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 s acceptance shall in no way be construed to imply relief of the company from iu 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 desres, 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 al] liabilities incurred by the company in carrying out the work have expired or have been satisfied and that a Certificate of Clearance from the WSIB -Workplace Safety Insurance 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. Failure to famish 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 Contractor's personnel must be covered by the insurance plan under the Workplace Safety and I A 1 nsurance ct, 997, or must provide an identification number from the WS[B verifying their " status as an IndependentOperator". Upon request by the Municipality, an original Letter of Good Standing from the Workplace Safety and Insurance Board shall be provided prior to the commencement of work indicating all payments by the Company to the boazd have been made. Prior tc final pa}anent, 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 conuact. Further Certificates of Clearance or other types of certificates shall be provided upon request. For Independent contractors /Owners; Operators who do not have WSIB coverage, the following shall be provided upon request by the Calling Agency: o Single Independent Contractors ; Owners /Operators shall provide a letter from the Workplace Safety & Insurance Board confirming independent operator status and identification number. To obtain this, contractors must complete the form "Determining workedIndependent Operator status", issued by the Workplace Safety & Insurance x nr;nxr KUR'fEKAAS & ASSOCIATES INC. Page 38 SCHEDULE (B) STANDARD TERMS AND CONDITIONS continued Board. (For more information, please contact your local Workplace Safety & Insurance Board Office and refer to this clause.) o Single Independent Contractors /Owners /Operators must also provide a certificate from the Workplace Safety & Insurance Boazd confirming they have purchased the optional WSIB coverage. e The Municipality of Clarington has the right to reject any bid it deems to provide insufficient coverage. 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 SJ,DDD,DDD.DD 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 municipality 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 [o any property which may arise dvectly 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 violatioti 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 [he date of submission of Tenders. Bidders shall accept sole responsibility for any error or neglect on their part in this respect. HENRY KORTEKAAS & ASSOCIATES INC. Page 39 SCHEDULE (B)STANDARD TERMS AND CONDITIONS continued 26. SAFETY The Company shall obey all Federal, Provincial and Municipal Laws, Ac[, 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, changes 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 t f quan um o such increase or decrease, or in the absence of applicable unit prices, by an amount [o be agreed upon between [he Municipality and [he Company. All such changes shall be in writing and approved by [he Municipality. 30. CONFLICT OF INTEREST No employee or member of Council of the Municipality shall sell goods or services to the Municipality in accordance with the Municipality of Clazington Policy or have a direct or indirect interest in a Company or own a Company which sells goods or services to the Municipality . 31 M . UNICIPAL FREEDOM OF INFORMATION AND PROTECTION OF PRIVACY ACT MFIPPA u HENKY KORTEKAAS & ASSOCIATES INC. Page a0 SCHEDULE (B)STANDARD TERMS AND CONDITIONS continued All correspondence, documentation, and information provided to staff of the Municipality of Clarington by every offerer, including the submission of proposals, shall become the property of the Municipality, and as such, is subject to the Municipal Freedom of Information and Protection of Privacy Act, and may be subject to release pursuant to the Act. Offerers are reminded to identify m their proposal material any specific scientific, technical, commercial, proprietary, or similar confidential information, the disclosure of which could cause them injury. Complete proposals are not to be identified as confidential. 32. CRIMINAL BACKGROUND CHECKS "The successful service provider covenants and agrees to provide the Municipality of Clarington, or such other entity as the Municipality may designate, with written consent to perform a criminal background check including Criminal Code (Canada) convictions, pazdoned sexual offences, records or convictions under the Controlled Drugs and Substances Act, Narcotics Control Act and Food and Drugs Act and all outstanding warrants and charges for every individual who may come into direct contract with youth or who are permitted entrance to private or restricted areas or residences. This will be done at no cost to the Municipality and any such requested document will be submitted to the Municipality in its true form in advance of commencement of work. The Municipal issued identification card must be wom when individuals aze at a site where there is direct contact with youth or where access to any private or restricted area is anticipated. The Municipal identification card is valid for the term of the contract only or a one year term, whichever comes first. Under the terms of the contract, the Municipality has the sole and unfettered discretion to prohibit an individual from coming into drect contact with youth or entering a private or restricted area on a regular basis and to terminate the contract if the bidder/partner fails to obtain or renew the Municipal identification cards according to Municipal policy and procedure. The Municipality of Clazington reserves the right to cancel and/or suspend the contract immediately and unilaterally and without penalty to the Municipality should the service provider fail to provide the required documentation or otherwise adhere to this procedure. "The Chief Administrative Officer has the final say in determining any final action." HENRY KORTEKAAS & ASSOCIATES INC. Page 41 SCHEDULE"C" CONTRACTOR SAFETY 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 awaze 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 constmctor'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 ro'ect; • every employer and every worker performing work on the ro'ect complies with the Occupational Health and Safety Act and the Regulations (under the Act); and • 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 fum engaged by the Municipality to do work on behalf of the Municipality u 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 snucmre; and • any work or undertaking, or any lands or appurtenances used in connection with construction. Construction -includes erection, alteration, repair, dismantling, demolition, shvctural maintenance, painting, land clearing, earth moving, grading, excavating, trenching, digging, baring, drilling, blasting, or concreting the installation of any machinery or plant, and any work or undertaking in connection with a project. ~CORTEKAAS & ASSOCIATES INC. Page 42 iLJ SCHEDULE"C° CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... Constructor - means a person who undertakes a project for an owner and includes an owner who undertakes all or part of a project himself or by more than one employer. 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: J J a) Before beginning a project, the project manager or designate must determine whether any designated substances/hazardcus materials are (or will be) present at the site and prepare a list of all these substances. b) The project manager or designate 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 requee prospective contractors to include a list of the designated substancesrhazardous materials that will be brought onto the work site and material safety data sheets. I d) Before awarding a contract, the 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 must provide details of their Health and Safety program. f) The project manager or designate, if necessary, will provide the successful contractor with a workplace orientation which will include, but not be limited to identifying known potential hazards, hazardous material inventory and material safety data sheets for the sites. HENRY KORTEKAAS & ASSOCIATES INC. Page 13 SCHEDULE"C" CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... g) 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 regazding health and safety practices h) 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 program, policy, rule or request regarding health and safety, that person(s) is not allowed on the site until the person(s) complies. 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 aze 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 Waming/Stop Work Order Form (Schedule "B"). 1) 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. k) The Purchasing Department will maintain current certificates of clearance until all monies owing have been paid to the contractor. 1) 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 Waming/Stop Work Orders. KORTEKAAS & ASSOCIATES INC. Page J4 3 SCHEDULE"C" CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... HEALTH AND SAFETY PRACTICE FORM f'J i To Contractor(s): The Municipality of Clarington is committed to a healthy and safe working envirotunent 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 accidendincident and/or Workplace Safety Insurance Boazd (WSIB) information noted below, where applicable. • The New Experimental Experience Rating (VEER) - The WSIB experience rating system for non-construction rate groups ....................................................................... • The Council Amended Drag #7 (CAD-7) Rating - The WSIB experience rating system for construction rate groups .................................................................... • Injury frequency performance for the last two years - This may be available from the contractor's trade association. ....................................................................... • 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). • Confirmation of Independent Operator Status - The WSIB independent operator number assigned: (Bidders to include the letter confrrming Ibis status and number from WSIB with their bid submission). HENRY KORTEKAAS & ASSOCIATES INC. Page 45 SCHEDULE"C" CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... CONTRACTOR'S STATEMENT OF RESPONSIBILITY As a contractor working for the Municipality of Clarington, Ilwe will comply with all procedures and requirements of the Oc i cupat onal Health and Safety Act, Municipal safety policies, department and site specific policies and procedures and other applicable legislation k wor or regulations. I/we will safely with skill and care so as to prevent an accidental injury [o ourselves, fellow employees and members of the public. I ~ The contractorisuccessful tenderer certifies that it, its employees, its subcontractors and their employees: a) are aware oftheir respective duties and obligations under the Occupational Health and Safety Act, as amended fro i m t me to time, and all Regulations thereunder (the 'Act's; and b) have sufficient knowledge and training to perform all matters required pursuant to this contracdtender safely and in compliance with the Act. 2. In the performance of all matters requred 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, its subcontractors and their employees act safely and comply with all aspects 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 u on b i p e ng notified by any person of the existence of such act, practice or non-compliance. 4. The contractor/successful tenderer shall permit representatives of the Municipality and the Health and Safety Committee on the site at any time or times for the purpose of inspection to determine compliance with this contracUtender. 5. No act or omissjon 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 .4ct. HENRY KORTEKAAS & ASSOCIATES INC. Page 46 SCHEDULE"C" CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... 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 they employees failing to act safely or to comply in all respects with the Act in the performance of any matters required pursuant to this contracUtender; a 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 [he Act azising out ofthis contracUtender. Contractor Name of Person Signing for Contractor Signature of Contractor Date Page 47 HENRY KORTEKAAS & ASSOCIATES INC. Y) SCHEDULE"C" CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... Schedule"B" a CONTRACTOR HEALTH AND SAFETY WARNING/STOP WORK ORDER The purpose of this fomt is to: (Issuer to check one of the following) ^ Provide warning to the contractor to immediately discontinue the unsafe work practices, if it affects our workplace, described below. ^ Direct the contractor to immediately cease all work being performed under this contract due to the unsafe work practice described below. CONSTITUTE A BREACH OF CONTRACT. PART "A" -DETAILS OF CONTRACT CONTRACTOR/P.O. # DESCRIPTION: NAME OF Page J8 SCHEDULE "C" CONTRACTOR SAFETY POLICY AND PROCEDURE Continued... PART "B" -DETAILS OF INFRACTION (TO BE COMPLETED BY ISSUER) DATE AND TIME OF INFRACTION DESCRIPTION OF INFRACTION, INCLUDING LOCATION: ORDER GIVEN BY MUNICIPALITY: DID THE CONTRACTOR COMPLY WITH THIS ORDER? I DATE AND TIME OF COMPLIANCE: ISSUED TO: CONTRACTOR'S EMPLOYEE I ISSUED BY: MUNICIPAL EMPLOYEE TITLE DEPARTMENT TITLE PART "C" -ADDITIONAL COMMENTS SSUING THE WARNING SDOP WORK ORDER,I ECDATE DND IME WORK RESUMEDBFURTHER TO ACTION TAKEN, ETC. / ,_. HENRY KORTEKAAS 3c ASSOCIATES INC. SPECIFICATIONS HENRY KORTEKAAS & ASSOCIATES INC. Page 50 SECTION 01050 -LINES AND LEVELS PART1-GENERAL 1.1. Lines And Levels 1 Site property line must be verfied and laid out on site by an Ontario Land Surveyor. 2 Verify all elevations, lines, levels and dimensions as indicated and report errors, any conflicts, or inconsistencies to the Consultant before commencing work or as soon as discovered. 3 Accurately lay out work and establish lines and levels in accord with requirements of Contract Documents. 4 Set up, maintain and protect permanent reference point stakes set at 30M and provide general dimension and elevations for all Sections of Work as per Grading Plans. 1.2. 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. Y5 2 Do not scale Drawing. If there is ambiguity, lack, of information or inconsistency, immediately consult Consultant for direction. Be responsible for extra costs involved through the disregazding of this notice. 1.3. Location of Fixtures And Services 1 Location of apparatus, play equipment ,curbs outlets, conducts pipes and catch basins etc. shown or specified ,but not dimensioned, shall be considered approximate. 2 Consult with Consultant to establish exact location. Any relocation caused by Contractor's failure to consult with Consultant shall be carried out by Contractor at no extra cost to Contract. Where job conditions require reasonable changes in indicated locations and arrangements, make changes at no additional cost. 3 Conserve space and coordinate with work of other Sections to ensure that drainage pipes and stmcture will fit into space. ~° 1 4 Certified Site Plan as Built Drawin¢ l Upon completion of site work and prior to application for Total Performance acceptance, submit to Consultant one copy of the as built plan showing outline of paved areas, final fmished grades throughout site and location of buried services. HENRY KORTEKAAS & ASSOCIATES INC. Page 1 0 PART I -GENERAL 1.1. Scone of Work SECTION 1220 -GENERAL INSTRUCTIONS Complete all work as described in the general conditions, specifications, drawings and details. See Instructions to Tenderers. 1.2. Definitions Owner: See Instructions to Tenderers. 2 The contract administrator on this contract is as outlined in Instructions to Tenderers. Do not take instructions from any other person than the identified contract administrator. 1.3. Work Schedule All work must be carried out in a continuous time period and be completed within the time stipulated in the Instructions to Tenderers. ? LVhen requested by the Owner, submit a written work schedule showing the timing of all phases of the work. 1.4. Co-operation and Co-ordination Contractor and Sub-contractor shall be familiaz with each other's work, wherein it affects their own. 2 Co-operate with all parties doing work on this project to permit proper execution of the work. .3 Co-ordinate work with other parties and give timely instructions and information, in writing, relating to the requirements for surfaces, materials and insets which affect the work of other trades. 1.5. Submittals Be prepared to submit samples of any or all specified materials if requested by the Owner, prior to starting construction. t.6. Job Conditions .I Report in writing to the Owner, prior to commencing work, any conditions or defects encountered on the site upon which the work depends and which may adversely affect the performance of the work. 2 Do not commence work until such conditions or defects have been investigated and corrected. .3 Commencement of work implies acceptance of surfaces and conditions. No claim for damages or resulting extra work will be accepted except where such conditions cannot be determined prior to construction. HENRY KORTEKAAS & ASSOCIATES INC. Page 1 SECTION 1220 -GENERAL INSTRUCTIONS .4 Before starting work on neighbouring properties, where shown on drawings, obtain permission from owners and install hoarding and snow fencing. Maintain during construction period and remove upon completion of work. .5 Be responsible for restoration of existing conditions of adjacent properties. In all cases, blend with existing conditions. 6 Any item not specifically mentioned in the following descriptions or shown on the drawings but implied or any item required to complete the work, will be considered to be included in the total price. Utilities 7 1 . . 1 Before commencing work, establish location and extent of all utility lines, including site lighting, in the area of any excavations. 2 The contractor is responsible for the repair of all damage to underground utilities resulting from his operations where such utilities are able to be located by the appropriate authorities. 3 Record locations of existing re-routed and abandoned utility lines and provide the Owner these locations at the completion of the work. i h i d ow ng raw ngs s with 1 8 Permits Inspection & Approval Certificates .1 Be responsible for all permits, tests and certificates, as required by the local municipality. .2 Copies of inspection approval certificates must accompany any invoices. 3 Where required by the Ministry of the Environment or the local municipality, have al] fill, which is being removed from the site, tested for contaminants by a testing company acceptable to the Owner. 4 Extra costs for removal of contaminated fill will be paid in accordance with the contract i"~ unit prices. 1.9. Site Access The Contractor shall understand and agree that the utmost co-operation with other Contractors must be provided. The Contractors shall not obstruct roadways, driveways and parking azeas, thereby delaying or curtailing the work of others or the use by the Owner or Consultant or the right of access by the public. The Contractor shall enter the site only at the designated entrance point, and shall keep erosion control fencing up at all other points to prevent any more vehicular access. He shall prevent any additional damage to existing curb and sidewalk. The Contractor shall be responsible for any additional damage beyond the tendered length. .2 Only those vehicles required for the carrying out of work shall have access to the site. 1 10 Temoorarv Roads and Walks .1 Where required, provide, construct and maintain temporary surfaces to allow pedestrian and vehicular access to walkways, all adjacent roads, local residences and school ' buildings. HENRY KORTEKAAS & ASSOCIATES INC. Page 2 SECTION 1220 -GENERAL INSTRUCTIONS 2 Provide temporary culverts, if required. 3 Provide and erect directional and warning signs, barriers and the like, where required. 4 Upon completion of work, remove same and make good existing surfaces and structures. 5 Do not use roads, walkways or road or walkway beds for the storing of topsoil or equipment. 1.11. Temporary Sanitary Facilities Provide sanitary facilities for the use of all engaged on the job site in accordance with the requirements of any Provincial and Municipal regulations controlling such installations. 1.12. Temnorarv Utilities Be fully responsible for the installation, maintenance and removal after completion, of all temporary utilities required for the execution of the work. .2 Obtain permits and pay all costs relating to such services. 1.13. Compound. Site Office and Stora a Shed 1 If requested by the Owner or Consultant, provide afenced-in Contractor's compound for an office and the storage of necessary materials for construction, in an area so designated by the Owner or Consultant. 2 The Contractor and Sub-contractors shall provide their own work shops and storage shed for the entire length of construction. 1.14. Construction Epuioment 1 Assume complete responsibility for the construction, strength, placing and operation of any mechanical contrivance used for the work of this contract, to ensure that any load supported therein can be carried out safely and be free from accidents to all persons. The Contractor shall save harmless the Owner, his agent and the Consultant. ? Submit to the local authorities, information concerning the sequence of erections, details and the timing of permanent connections, shoring, temporary bracing and location of lifting equipment. Be responsible for all costs incurred, 1.15. Lines and Levels I Existing grades and other known conditions of the site have been shown on the drawings. ? Be fully responsible for the complete layout of all lines and levels required for the execution of the work. 3 Benchmazks and survey monuments established by an accredited surveyor shall be maintained. Replace any such monuments which have been disturbed or destroyed 4 Verify all elevations, lines, levels and dimensions as indicated and report errors, any conFlicts, or inconsistencies to the Consultant before commencing work or as soon as discovered. HENRY KORTEKAAS & ASSOCIATES INC. Page 3 ', ~ SECTION 1220 -GENERAL INSTRUCTIONS 5 Accurately lay out work and establish lines and levels in accord with requirements of Contract Documents. 6 Set up, maintain and protect permanent reference point stakes set at 30M and provide general dimension and elevations for all Sections of Work as per Grading Plans. 7 All lay-out work by the Contractor will be subject to checking and the approval of the Owner or Consultant. The approval of layout work by the Owner or Consultant shall not relieve the contractor of his responsibility for the correctness of the work 1.16. Dimensions l 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. 1.17. Protection _ .l Grade azound excavations to prevent surface water runoff into excavated area. t~ .2 Protect excavations and excavated material from freezing. 3 Provide and operate as many pumps as required to keep excavations free of standing water at all times. ~ 4 Should bottoms of excavations be damaged by weather or should softening occur, remove iE E softened material and replace with approved granular fill material at no extra cost. 5 Protect all trees and planting areas that are to remain in accordance with the General Conditions. Make good all damage at no extra cost. 6 Erect suitable safety barriers as required azound all excavations to make the site safe for pedestrians. 7 Protect existing road curbs and sidewalks. Make good all damage at no extra cost. 1.18. Handlin e and Stora¢e of Materials .1 Store packaged materials in original undamaged condition with manufacturer's labels and seals intact 2 Store packaged materials, sand, and manufactured items off the ground on approved supports. Cover each pile with weatherproof covering. .3 Stack units to permit circulation of air and to prevent damage to units. 4 Prevent damage to materials during handling storage and erection. Damaged materials will be rejected for use. The Contractor will remove rejected materials from the site at his expense. .5 Ensure that all Sub-contractors have included their tenders for the supply and payment of costs for all equipment, handling and cartage required for the complete installation of the ' work of their particular trade. t HENRY KORTEKAAS & ASSOCIATES INC. Page 4 SECTION 1220-GENERAL INSTRUCTIONS 6 Equipment shall include all hand and power tools and other items necessary for installation of work. .7 Handling shall include all methods of moving the materials and equipment to and from the point of fabrication or supply and the job site. 8 Cartage shall include all methods of conveyance required to deliver the materials and equipment to and from the point of fabrication or supply and the job site. 9 If the Contractor permits the use of his facilities by Sub-contractors, he shalt establish his terms of use directly with them. 1.19. Substitutions .I All substitutions of any material or manufactured item called for on the drawings, details or specifications must be approved in writing by the Owner or Consultant before use. See Instructions to Tenderers. ? Requests for substitutions of a manufactured item must be accompanied by sufficient technical data and testing information to substantiate the claim that the item is equal to that specified. 1.20. Contract Documents 1 Consider the specifications for this project as an integral part of the plans which accompany them and neither the plans nor the specifications shall be considered alone. Consider any item, which, if omitted in the other, as properly and insufficiently specified. If the specifications and the plans should conflict, the Owner or Consultant is to determine whether the specifications or the plans apply for the point of conflict before work proceeds. .2 Maintain on the site, at all times, during construction, one (1) complete set of drawings, specifications and approved shop drawings as well as approved change orders and any approved sketches and instructions issued during the construction period. 3 Clearly mark on drawings all changes in red, revisions, and site conditions which affect the work and in such a manner that, upon completion of work, one complete set of "as built" drawings is available. This includes the accurate position of concealed and underground services. As built drawings are to be exact, accurate representation of actual as built structures, walkways, lighting pole locations, fencing and all other features. Planting locations are to be generally accurate. .4 Keep "as built" set in perfect order and submit to [he Consultant upon completion of work. The "as built" drawings must be `survey accurate' in terms of al] hard landscaping, grades and features. SoR landscaping must be generally accurate. 1.21. -nsoection I Give timely notice when any phase of the work is ready for inspection and notice in writing when the work is completed and ready for final inspection. :L All materials are subject to inspection by the Owner or Consultant upon arrival on the site. Any materials not meeting the specifications will be rejected and must be removed from the site immediately. HENRY KORTEKAAS & ASSOCIATES INC. Page 5 I SECTION 02200 -EARTHWORK, SITE EXCAVATION, BACKFILLING, GRADING .2 Granular fill material: as called for on the drawings and conforming in al] respects with OPSS 1000 and 1010, latest edition. 3 Farmyard manure will be well rotted, odour free manure. Quality to be approved by means of a sample load before bulk is delivered to site. PART III -EXECUTION 3.1. Demolition, Site Clearine and Removals ~° .I Clear the site of all rubbish, rocks, boulders, tree stumps, and all other debris. Remove and dispose of debris off site. In areas that aze to be lowered, or have the grade raised more than I OOmm, remove all trees and shrub growth. .2 Cut down dead trees and trees to be removed and remove stumps to a depth of 600mm below proposed finished grade. Remove and dispose of all wood and chips off site. Fill hole with compacted topsoil and place new sod. 3 Excavate to remove all existing paving where shown on the drawings and dispose of material off the site. Pre-cast concrete pavers, which are not chipped, broken, cracked or painted, may be salvaged for re-use on site. .4 Removal includes granular base course material to existing sub-grade unless approved by the Owner or Consultant for re-use on the site. 5 Remove material without damaging adjacent pavements which are to remain. Make clean, sharp saw cut before starting removal work Be res onsible for ki d d d ~ . p ma ng goo amage surfaces .6 Remove other materials and surfaces as indicated on the drawings. 7 Temporazily remove existing fences, as required, to facilitate new construction work. Re- r instal] at the completion of construction to as-new condition. t 3.2. Roueh Gradine I Where necessary, strip topsoil and stockpile as directed. 2 Establish and maintain line and grade stakes for duration of grading operations. 3 Cut back areas that ar t b l d h d e o e owere to t e gra es shown on the drawings, allowing for the placement of base materials. Obtain the approval of the Consultant before using excavated material as fill. .4 Conform to grades indicated on Drawings. Uniformly slope grade between elevations shown unless otherwise indicated. 1 5 Wh i i d i . ere ex st ng gra e s to be raised, supply and place fill material, approved by the Consultant, lifts as per details and compact each lift to the specified Standard Proctor Dry Density before placing subsequent layers. 6 Smoothly slope top and toe of slope and banks. - - -_ HENRY KORTEKAAS & ASSOCIATES INC. Page 2 SECTIO N 02200 EARTHWORK SITE E - , XCAVATION, BACKFILLING, GRADING "` PART I -GENERAL 1.1. Descrip tion 1 This section specifies site clearing, rough grading, excavation and backfilling, including all demolition and removal of work shown on the drawings. .2 Comply with all requirements of the General Conditions. .3 Related work elsewhere: Section 02822 -Sodding Section 02612 -Asphalt Paving Section 02614 -Concrete Section 02750 -Timber and Woodwork 1.2. Oualitv Assurance 1 Carry out compaction tests on compacted fill to ASTM D698-70 For Standazd Proctor Dry Density on the basis of 1 test for every 50 m2 in hard landscaping, fill azeas and I test in every 5 m in trenches. Pay all testing costs incurred. 2 Carry out grain size analysis on samples of each of granular fill to ensure that proper material is being placed. .3 Determine the quantity of water to be added to or removed from each type of fill to attain corsect moisture content for compaction and maximum density. .4 Determine the in-situ density and moisture content of compacted fills. 1.3. Product Delivery. Storaee and Handlin¢ 1 Stock ile existin to soil or fill t i l i l ti d i d b h C l p g p ma er a s n oca ons es gnate y t e onsu tant. 1.4. Shoring and Bracine I Shore and brace al] excavations sufficiently to prevent caving in and to support existing structures, road or services. .2 Ensure shoring is in accordance with local municipal and provincial regulations and obtain all necessary permits. .3 Erect warning signs and protective barriers in accordance with local municipal and provincial regulations. .4 Make good any damage and be liable for any injury resulting from inadequate shoring or bracing. J l --__ PART II -PRODUCTS 2.t. Materials .1 General fill material: clean, free from debris, organic matter and other deleterious ' material. HENRY KORTEKAAS & ASSOCIATES INC. Page 1 SECTION 01730 -OPERATION AND MAINTENANCE MANUAL 6 Warranties, guarantees. 7 Copies of approvals, and certificates. 2 Remaining binders: l Cover sheet containing: .1 Date submitted. 2 Project title, location and project number. 2 Table of Contents of individual binder. .3 Provide the following data: ] List of equipment including service depot. .2 Nameplate information including equipment number, make, size, capacity, model number and serial number. 3 Parts list. 4 Installation details. 5 Operating instructions. .6 Maintenance instructions for equipment. 7 Maintenance instructions for fmishes. 3 Shop drawings: 1 Bind separately one complete set of reviewed fmal shop drawings and product data. End of Section M~ - --- -- _- HENRY KORTEKAAS & ASSOCIATES INC. ___ Page 2 SECTION 01730 -OPERATION AND MAINTENANCE MANUAL PARTI-MANUAL 1 An organized compilation of operating and maintenance data including detailed technical information, documents and records describing operation and maintenance of individual products or systems as specified in this tender document and the contract drawings. PART II -GENERAL 1 Assemble, coordinate, bind and index required data into Operation and Maintenance Manual. .2 Submit complete operation and maintenance manual to Landscape Architect six (6) weeks prior to application far Interim Certificate of Completion of project. 3 Submit four (4) copies in English. .4 Organize data into same numerical order as contract specifications. .5 Material: label each section with tabs protected with celluloid covers fastened to hard paper dividing sheets. .6 Type lists and notes. 7 Drawings, diagrams and manufacturers literature must be legible. PART III -BINDERS 1 Binders: vinyl, hard covered, 3 "D" ring, loose leaf, sized for 215 x 280 mm paper, with spine pocket. .2 Identify contents of each binder on spine. PART IV -CONTENTS ' 1 Binder L , 1 Cover sheet containing: 1 Date submitted. 2 Project title, location and project number. .3 Names and addresses of Contractor, and all Sub-contractors. .2 Table of Contents of all binders. .3 List of maintenance materials as specified. 4 List of special tools as specified. 5 List of spaze parts as specified or required. HENRY KORTEKAAS 3c ASSOCIATES INC. Page 1 i' F~ SECTION 01720 -PROJECT RECORD DOCUMENTS PART I -RECORD DRAWINGS Landscape Architect will provide two (2) sets of white prints for record drawing purposes and a fmal Autocad .dwg file for as built purposes. .2 Maintain project record drawings and record accurately significant deviations from Contract documents caused by site conditions and changes ordered by Landscape Architect. .3 Mazk changes in red. .4 Record following information: Depths of various elements of foundation in relation to final grades and benchmark. 2 Horizontal and vertical location of underground utilities and appurtenances referenced to permanent surface improvement. .3 Location of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of structure. .4 Field changes of dimension and detail. 5 Changes made by Change Order or Field Order. 5 At completion of project and prior to fmal inspection, neatly transfer notations to Autocad .dwg file supplied by Landscape Architect (pay for all costs of revisions to Autocad drawing). Page 1 SECTION 01700 -PROJECT CLOSEOUT 4 A final site inspection shall be held one month prior to completion of one year warranty to document deficiencies. The contractor shall have one month to rectify deficiencies. If deficiencies aze not rectified, maintenance or bonding monies shall be used to rectify same. 1.6. Liquidated Damages 1 Refer to Section A -Instructions to Bidders (Liquidated Damages). End of Section HENRY KORTEKAAS & ASSOCIATES [NC. Page 3 SECTION 01700 -PROJECT CLOSEOUT 1.3. Ooeratine Instructions 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, instinct Owner's representative in the operation of all systems and equipment. 1.4. Substantial Performance Prior to requesting a Substantial Performance deficiency inspection, submit the following: Three copies of operating and maintenance manuals. 2 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, prepaze 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 from, 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 Consultants directions, any additional deficiencies which are identified during inspection and re-issue updated deficiency list to all concerned. 1.5. Total Performance 1 Prior to requesting a final inspection, do the following: .l Submit one complete set of"as built" drawings in Autocad format. 2 Submit one complete set of reviewed shop drawings of mechanical and electrical items, folded to 8 1/2" by 11" size, contained in heary manila envelopes, numbered and labelled. Follow specifications format with no more than one section per envelope. ' .3 Submit a final request for payment incorporating all approved changes to the contract price. 4 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 Consultant. 5 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 [he inspection procedure repeated until all items have been completed to the satisfaction of the Consultant. HENRY KORTEKAAS & ASSOCIATES INC. Page 2 ?' SECTION 01700 -PROJECT CLOSEOUT PART1-GENERAL 1.1. Ooeratine and Maintenance Manuals I Provide operating and maintenance data, prepazed on 8 I/2xl 1" sheets in printed or typewritten form, preferably double- sided, contained in D-ringbinders with soft vinyl covers. .2 Manual contents shall be assembled in systematic order, generally following the specification format. Provide labelled, 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 l Title sheet labelled "Operating and Maintenance Data' and listing project name, date, volume number , if applicable and names and addresses of Contractor, mechanical subcontractors, Consultant and subconsultants. 2 List of contents. If more than one volume is required, provide across-reference contents page at front of each volume. .3 Complete list of subcontractors and suppliers. 4 Copy of fmished hazdware list, complete with all amendments and revisions. .5 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. .6 Maintenance instructions for all finished surfaces. 7 Brochures, cuts of all equipment and fixtures. 8 Operating and maintenance instructions for all equipment. 9 Extended warranties. 10 Maintenance contracts. I 1 Other data required elsewhere in Contrac[ Documents or deemed necessary by Consultant. 1.2. Record Drawines l Refer to Section 01220 -General Instructions. 2 Quality of drafting and lettering shall match that of original drawings and shall be suitable for microfilming. HENRY KORTEKAAS & ASSOCIATES 1NC. Page 1 SECTION 01600 -PRODUCTS AND WORKMANSHIP t>9 Prevent any substimtion or request for substimtion from delaying constmction 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 Consultants request, submit copies of material and equipment purchase orders. 1.4. Product and Delivery Handlin¢ and Storat=e .1 Suitably pack, crate and protect products during transportation to site to preserve their quality and fifiess far purpose intended. 2 Store products in original, undamaged condition with manufacturer's labels with seals intact until they aze being incorporated into completed work. 3 Handle and store materials in accordance with manufacturer's and supplier's recommendation 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. 1.5. 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 confumed 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 supplies to so inform the Contractor. .3 The Consultant reserves the right to receive from the Contractor at anytime, upon request, copies of actual purchase or work orders of any material or products to be supplied for the work. 1.6. Workmanship 1 All work shat] be carried out in accordance with the best trade practice, by mechanics skilled in the type of work concerned. .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 manufacturers directions. Where specified requirements are more stringent than manufacturers directions, comply with specified requirement. End of Section HENRY KORTEKAAS & ASSOCIATES Page 2 SECTION 01600 -PRODUCTS AND WORKMANSHIP i PARTI-GENERAL 1.0. Related Work All Sections 1.1. Product Quality Products supplied far work shall be new, and as far as possible and, unless otherwise specified, of Canadian manufacture. .2 Materials used for temporary facilities are not requved to be new, provided they are structurally sound and in suitable and safe operation condition. 1.2. Standards and Terminolotty 1 Where a standard has been adopted by these Specifications, incorporate minimum requirements of such standards 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 al] amendments or revisions applicable at Tender Closing Date, unless data 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 aze used in standard 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. 1.3. 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 substimtion. 3 Proposed substitution shall be any top quality product considered by 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 material, 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 the Consultant. .6 Whenever a substitute is proposed, any change to the 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 m size or weight between proposed items and --~oaespandingspesi~editems. -_----------------- - HENRY KORTEKAAS & ASSOCIATES Page t SECTION 01565 -ENVIRONMENTAL PROTECTION PART I -GENERAL 1.1. Disposal of Wastes 1 Burying or burning of rubbish and waste materials on site is not permitted. 2 Disposal of waste or volatile materials, such as mineral spirits, oil or paint thinner into ground, waterways, drainage courses, storm or sanitary sewers is prohibited. .3 Collect all wastes and rubbish in suitable containers, remove from site and legally dispose. 1.2. Pollution Control l Prevent extraneous materials from contaminating air beyond application areas, by providing temporary enclosures. .2 Cover or wet down dry materials and rubbish to prevent blowing dust and debris, but prevent contaminated mn-off. 1.3. Drainaee .1 Control drainage on site to prevent flooding, erosion and run-off onto adjacent properties as a result of constmction operations. 2. Dispose of water containing silt in suspension in accordance with requirements of jurisdictional authorities. End of Section ,~ f 1 HENRY KORTEKAAS & ASSOCIATES INC. Page 1 SECTION 01545 -SAFETY AND SECURITY PART1-GENERAL 1.1. Security .1 Be responsible for security of all azeas affected by this Contract until taken aver by the Municipality. 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, the Owner may demand that one be provided at no extra cost to the Contract. 1.2. Construction Safety Measures .1 Observe and enforce construction safety measures required by latest edition of Canadian Construction Safety Code, Occupational Health and Safety Act, Worker's Compensation Board and other regulations byjurisdictional authorities. .2 In the event of conflict between applicable regulations, follow the most stringent provisions. 1.3. Fire Safety Requirements .1 Maintain fve protection for work. Store paints and volatile substances in a separate and controlled location and inspect frequently. 1 4 Visitors . . .I Provide hard hats for use by al] visitors. 1.5. First and Facilities .1 Provide and maintain, for duration of Contract, first aid facilities in accordance with applicable regulations. 1.6. Hazardous Materials . t Comply with provisions of the Occupational Health and Safety Act, as amended to include WHMIS (Workplace Hazardous Materials Infonna[ion System). End of Section HENRY KORTEKAAS & ASSOCIATES INC. Pagel SECTION 01400 -QUALITY CONTROL 4 Supply casual labor and other incidental services required by testing agency. 5 Provide facilities for site storage of samples. 1.3.2 1 When initial inspection and testing indicates non-compliance with contract document, 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 of Section ~~ HENRY KORTEKAAS & ASSOCIATES 1NC. Page 2 SECTION 01400 -QUALITY CONTROL PART I -GENERAL t.l. 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: 1. Inspections and testing required by laws, ordinances, rules, regulations and orders of public authorities. 2. 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 fmal acceptance. 1.2. Related Instructions l Cash allowance for independent inspection and testing: Section 01020 ~ 2 Specific inspection and testing requirements: Divisions 2 to 16 inclusive. 1.3 Duties & Authority of Testin Aaencv .1 Testing agency is expected to do the following: 2 Act on a professional and unprejudiced basis and carry out inspection and testing function [o establish compliance with requirements of contract documents. 3 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. 4 Distribute reports as follows: 1 Consultant -three (3) copies 2 Contractor -two (2) copies .5 Testing agency is no[ authorized [o amend or release any requirements of Contract Documents, nor approve or accept any portion of work 1.3.1 Contractor shall do the followin¢ l Notify testing agency minimum 48 hours in advance of operations to allow for assignment of personnel and scheduling of test without causing delay in work. 2 Provide testing agency with access to work at all times. 3 Supply material samples for testing. HENRY KORTEKAAS & ASSOCIATES (NC. Page I SECTION 01380 -CONSTRUCTION PHOTOGRAPHS PART[- GENERAL 1 Provide digital construction photographs in accordance with procedures and submission requirements specified in this Section. PART II -PROGRESS PHOTOGRAPHS 1 Digital photographs only, see Part V. PART III -FINAL PHOTOGRAPHS ] Sizes: 800 x 600 pixels .2 Number of prints required: ] 0 per week saved every month on CD 3 Identification: typewritten name and number of project identity on CD with date of exposure on reverse side. 4 Number of viewpoints: Locations of viewpoints determined by Landscape Architect. PART IV -PROGRESS SLIDES .I Number of viewpoints: Locations of viewpoints determined by Landscape Architect. 2 Frequency: At the completion of excavation, concrete forming, pouring, building construction, servicing, paving and planting and as directed by Landscape Architect. PART V -FINAL SLIDES l Number of viewpoints: Locations of viewpoints determined by Landscape Architect. .2 Number: 150 digital photograph PART VI -NEGATIVES I Submit all CD's of digital photographs before final acceptance of park. 2 Insett in envelopes and identify with name and number of project. Indicate exposure dates and viewpoints of each CD disc. End of Section ~p~ HENRY KORTEKAAS & ASSOCIATES INC. t SECTION 01340 -SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND MOCK-UPS l Samples: examples of materials, equipment, quality, finishes, workmanship. 2 Where colour, pattern or texture is criterion, submit full range of samples. .3 Reviewed and accepted samples will become standazd of workmanship and material against which installed work will be verified. PART VI -MOCK-UPS 1 Mock-ups: field-erected example of work complete with specified materials and workmanship. 2 Erect mock-ups at locations acceptable to Landscape Architect. 3 Reviewed and accepted mock-ups will become standards of workmanship and material against which installed work will be verified. End of Section HENRY KORTEKAAS & ASSOCIATES INC. Page 3 SECTION 01340 -SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND MOCK-UPS .3 Manufacturer. .4 Contractor's stamp, signed by Contractors authorized representative certifying approval of submissions, verification of field measurements and compliance with Contract Documents. 5 Details of appropriate portions of Work as applicable: .1 Fabrication .2 Layout, showing dimensions, including identified field dimensions, and clearances. 3 Setting or erection details. 4 Capacities. 5 Performance characteristics. .6 S[andazds. .7 Operating weight. .8 Wiring diagrams. .9 Single line and schematic diagrams. 10 Relationship to adjacent work. .5 After Landscape Architect's review, distribute copies. `r 3 PART III -SHOP DRAWINGS 1 Shop drawings: original drawings, or modified standazd drawings provided by Contractor, to illustrate details of portions of Work, which are specific to project requirements. l'J l" 1 .2 Maximum sheet size: 600 x 900 mm. 3 Submit shop drawings as follows: .l 600 x 900 mm one reproducible transpazency on plastic film and one opaque diazo print. 2 279 x 203 mm and smaller photocopy paper. 4 Cross-reference shop drawing information to applicable portions of Contract Documents. PART [V -PRODUCT DATA 1 Product data: manufacturers catalogue sheets, brochures, literature, performance charts and diagrams, used to illustrate standard manufactured products. Submit two (2) copies of product data. 3 Sheet size: 215 x 280 mm, maximum of 3 modules. 4 Delete information not applicable [o project. 5 Supplement standazd information to provide details applicable to project. 6 Cross-reference product data information to applicable portions of Contract Documents. PART V -SAMPLES ___ _ __ HENRY KORTEKAAS & ASSOCIATES INC. Page 2 SECTION 01340 -SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND MOCK-UPS PARTI-GENERAL This section specifies general requirements and procedures for contractors submissions of shop drawings, product data, samples and mock-ups to Landscape Architect for review. Additional specific requirements for submissions are specified in individual sections of Divisions. 2 Do not proceed with work until relevant submissions are reviewed by Landscape Architect. 3 Present shop drawings, product data, samples and mock-ups in SI Metric units. 4 Where items or information is not produced in SI, Metric units converted values are acceptable. 5 Contractor's responsibility for errors and omissions in submission if not relieved by Landscape Architect's review of submissions. .6 Notify Landscape Architect, in writing at time of submission, identifying deviations from requirements of Contract Documents stating reasons for deviations. 7 Contractor's responsibility for deviations in submission from requirements of Contract Documents if not relieved by Landscape Architect's review of submission, unless Landscape Architect gives written acceptance of specific deviations. 8 Make any changes in submissions which Landscape Architect may require consistent with Contract Documents and resubmit as directed by Landscape Architect. 9 Notify Landscape Architect, in writing, when resubmitting, of any revisions other than those requested by Landscape Architect. PART II -SUBMISSION REQUIREMENTS Coordinate each submission with requirements of work and Contract Documents. Individual submissions will not be reviewed until•all related information is available. .2 Allow three (3) days for Landscape Architect's review of each submission. 3 Accompany submissions with transmittal letter, in duplicate, containing: 1 Date. 2 Project title and number. 3 Contractor's name and address. .4 Identification and quantity of each shop drawing, product data and sample. .~ Other pertinent data. .4 Submissions shall include: i___ __ 1 Date and revision dates. Project title and number. 3 Name and address of .1 Subcontractor. .2 Supplier. HENRY KORTEKAAS & ASSOCIATES INC. Page 1 i i i,J SECTION 01310 -CONSTRUCTION SCHEDULE PARTIGENERAL 1.1. Schedule l Within 15 days of Contract Award, submit, in format acceptable to Consultant, four copies of construction schedule. .Z Set up format to permit plotting of actual progess against scheduled progess. 3 Schedule shall show: I Commencement and completion dates of Contract .2 Commencement and completion dates of stipulated stages if any. 3 Commencement and completion dates of each trade. .4 Order and delivery times for hazd & soft materials and other equipment where possible. .5 Any other information relating to the orderly progess of Contract, considered by Contractor to be pertinent. 1.3. Uodatine and Monitorin 1 Consultant together with Contractor shall review construction progess once a month during regular site meeting or more often as directed by Consultant. 2 Update construction schedule, whenever changes occur, in manner and at times acceptable to Consultant. 3 Plot actual progess on construction schedule at least once a week. 4 Submit copy of updated schedule to Consultant once a month concurrently with application for payment. End of Section ~. HENKY KORTEKAAS & ASSOCIATES INC. Page 1 SECTION 01300 -SUBMITTALS PART1-GENERAL 1.1 Scooe of Work .1 Submissions are listed herein for convenience only and may not be complete. Examine all Contract Documents and provide all submissions required. 1 Make submissions with reasonable promptness, in orderly sequence and so as not to cause any delay in the Work. 3 Unless otherwise indicated herein or directed by Consultant, make all submissions to Consultant at his office. 1.2 Related Instructions 1 General Instructions and Supplementary Conditions: Insurance certificates, bonds, Worker's Compensation Board certificates. 1.3 Submittals Prior to Start of Work . ] Submit the following documents within time stipulated, or, if not stipulated, prior to fvst application For payment. .1 Insurance certificates .2 Bonds 3 Workers' Compensation Board Certificates 4 Construction and Planting Schedule [~ 5 Cash flow schedule End of Section ® HENRY KORTEKAAS 3c ASSOCIATES INC. Page 1 SECTION 01221 -SITE ADMINISTRATION 3 Display a copy of the Gantt Chart Construction Schedule in the site office from start of construction to completion. Superimpose actual progress of work on Gantt Chart schedule at least once each week. End of Section HENRY KORTEKAAS & ASSOCIATES INC. Page 2 SECTION 01221 -SITE ADMINISTRATION PARTI-GENERAL 1.1. Pre-Construction Meetin .1 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: 1 Review project communications procedures. J .2 Review contract administration requirements including submittals, payment and ~j change order procedures. 3 Identify all critical points on construction schedule for positive action. 4 Identify any product availability problems and substitution requests. 5 Establish site arrangements and temporary facilities. 6 Identify Consultant's inspection requirements. .7 Review any points which, in Owner's, Consultant's and Contractor's opinion require , clarification. .8 Contractor is to provide Insurance and Bonding documentation and Workers Compensation, prior [o start of work. 1.2. Site Meetines I Prior to the commencement of the Work, the Contractor together with the Consultant shall mutually agree to a sequence for holding regulaz "on site meetings". 2 Organize and chair all necessary site meetings. Ensure that persons, whose presence is required, are present and that relative informatiorf is available to allow meetings to be conducted efficiently. 3 Consultant will prepare minutes of each meeting and distribute copies to all parties. 4 Once a month durin or i di t l ft l i . g mme a e y a er regu ar s te meeting Consultant and Contractor shall review Contractors application for payment and updated construction schedule. 1.3. Proe ress Record . I Maintain on site, permanent written record of progress of work. Record shall be open to inspection by Consultant at all times and 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 fonns, pouring of concrete, installation of services 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. HENRY KORTEKAAS & ASSOCIATES INC. Page 1 ~~ ; SECTION 1220-GENERAL INSTRUCTIONS .3 Clean out all catch basins and manholes within the construction azea immediately before final acceptance. Remove all debris. 1.27. Make Good Make good all damage resulting from work carried out under this contract. Restore and blend to match surrounding existing conditions. 1.28. Inspection !Takeover Procedures .l Prior to application for certificate of Substantial Performance Acceptance, carefully inspect the Work and ensure it is complete, that major and minor construction deficiencies are complete and/or corrected and the site is clean and in condition for use. Notify the consultant, in writing, of satisfactory completion of Work and request an inspection. .2 During the Consultant's inspection, a list of deficiencies and defects will be tabulated. Correct same. .3 When the Consultant considers deficiencies and defects have been corrected and it appears requirements of the Contract have been performed, make application for certificate of Substantial Performance. 4. The Board will undertake the first cut of all grassed areas. The first cut will define the point of acceptance by the Board of all sodded areas. The contractor is responsible for all maintenance of sodded areas until that first cut. End of Section HENRY KORTEKAAS & ASSOCIATES INC. Page 7 i SECTION 1220 -GENERAL INSTRUCTIONS 1.22. Maintenance f~i 1 Maintain all parts of the work from the time of installation until final take-over by the Municipality. 2 Report immediately, in writing to the Owner, all incidents of damage to the installation by vandals, prior to acceptance. 1.23. Guarantee/V1'arran[v .1 Guarantee/Warranty all work, Plant Material etc. for a period of two yeazs, from the date of acceptance by the Municipality/Consultant. During the guarantee.iwarranry period, repair, replace or otherwise remedy all defects due to faulty materials or workmanship or dead plant material immediately. 2 Each guarantee shall show the fallowing: a. Name and address of owner b. Name of project and project number c. Name and address of the Contractor, Sub-contractor d. Dates of commencement and termination of guarantee period e. A clear definition of what is being guaranteed and what remedial actions will be undertaken during the guarantee f. The signature and seal of the company issuing the guazantee. When the guarantee affects aSub-contractor and/or supplier, the guarantee shall be si ed and sealed b the General 1~ y Contractor, the Sub-contractor and/or supplier 3 Submit sample form of guarantee for Owner or Consultant, approval. Note : The contractor is responsible to rectify all deficiencies within one month from Substantial Completion. The contractor is also required to rectify all deficiencies prior to Final Acceptance. Upon failure to due so will result in the use of the maintenance holdback monies to correct the deficiencies. 1.24. _ Failure to Achieve a Satisfactory Standard .I If the Contractor fails to achieve an acceptable rate of progress and/or standard of workmanship, the Consultant reserves the right to have the work completed by other persons and to deduct the cos[ incurred from the agreed upon contract price. 1.25. Safety . I Keep the site clean and useable by the residents at all times. 2 Where required, provide temporary walkways, stoops, steps and handrails to maintain safe access to the buildings. 1.26. Clean-uo I At the completion of the work each day, remove all debris, garbage and surplus material. 2 Power sweep paved surfaces to remove earth contamination resulting from construction activities prior to final acceptance. HENRY KORTEKAAS 3r ASSOCIATES INC. Page 6 SECTION 02200 -EARTHWORK, SITE EXCAVATION, BACKFILL[NG, GRADING J Provide finished rough grade parallel to finished grade, allowing for the placing of the specified surface material and base and to a tolerance of plus or minus 12mm, and compacted to 95% Standard Proctor Dry Density under areas to be paved and 85% Standard Proctor Dry Density under areas to be sodded or planted. 8 Do not place excavated granular materials in berms or as fill materials in soft landscaped areas. 3.3. General Excavation .1 Stake out the locations of all items requiring excavation and obtain the approval of the Consultant before commencing work. 2 Dispose of excavated material off site unless it is approved for use as fill material or backfilling material by the Owner or Consultant. 3 Excavate to the elevations and dimensions indicated or required for construction work. All depths detailed aze shown as depth after compaction. .4 Obtain the approval of the Consultant of all excavations before proceeding with construction activities. 5 Where bearing capacity of the subsoil appears to be insufficient, obtain the written approval of the Consultant to have soil investigations carried out. Costs for such testing, if required, will be paid by the Contractor at cost. 6 Excavation exceeding that shown on the drawings, if authorized in writing by the Consultant, will be paid as extra to the contract price in accordance with the General Conditions. Quantities will be calculated in place. Truckload measurement is not acceptable. 7 Fill extra excavations with concrete or as directed. .8 Cortect unauthorized excavation at no extra cost. in If t h . o rema at are 9 Do not disturb soil within the branch spread of trees or shrubs t excavating through roots, excavate by hand and cht all roots with a sharp handsaw or chain saw. Seal cuts with approved tree wound dressing. Where excavation results in the loss of more than 20% of the root system of any tree, have the plant material top pruned by a qualified arboriculturalist to compensate for root loss. Pay all costs incurred. 10 Excavate post holes with a power auger or hand auger as required, to the depth and id f or diameter indicated on drawings. Ensure adequate allowance is provided in the b hand digging of holes, as no extra to the contract will be allowed. 11 Shape the bottom of excavations for areas that include subsurface drainage to drain to the pipe at 3% minimum slope. 3 4 Excavation - Plantine Pits and Beds 1 Excavate planting pits and beds to depth specified on drawings: ' 2 For shrub beds, excavate to the depth noted on the details and drawings and excavate the (A entire bed to depth specified on the drawings. Provide 450tttm depth of topsoil. ® Page 3 HENRY KORTEKAAS & ASSOCIATES INC. I SECTION 02200 -EARTHWORK, SITE EXCAVATION, BACKFILLING, GRADING 3.5. gackfilling ~~!! 1 Do not commence backfilling until work has been approved by the Consultant. 2 Ensure areas to be backfilled aze free of debris, snow, ice water or frozen ground. .3 Place specified fill materials in continuous horizontal layers not exceeding 225mm loose depth and compact to 95% St d an azd Proctor Dry Density. Take care not to damage damp proofing dwing backfillin o er ti g p a ons. .4 Backfill simultaneously on both sides of any walls to equalize soil pressure. .5 Make good any settlement or subsequent damage to adjacent structures or to other work under this contract caused by improper or inadequate compaction. 3.6. Clean-uo . l Upon completion, remove all surplus excavated and graded materials from the site, and leave site clean and tid y. '~1 End otSection HENRY KORTEKAAS & ASSOCIATES INC. Page 4 ~l i PART I -GENERAL SECTION 02201 -GRANULAR BASE 1.1. Scone of Work l . This section specifies requirements for supply and installation of ganulaz material as required for under curbing, walkways, and anywhere else specified. 2. Related Work : Section 02200 Earthworks Section 02520 Granular Walkway 1.2. Materials l Granular base for all paving Sound, hard, durable, crusher run limestone free from clay and organic matter, to mee[ the following gradation: Sieve Number Per Cent Passing 19 mm 100 13 mm 80 - 100 4.75 mm 45 - 65 2.0 mm 32 - 50 0.425 mm 12 - 26 0.075 mm 0 - 8 2 Water for compaction to be clean and potable 1.3. Grading and Inspection of Underlvin2 Sub-Grade 1 Grade the sub-gade as necessary to conform with elevations and sections before placing granular material. 2 Compact gaded sub-gade with roller of approved mass and type, to 98% Standard Proctor Density. 3 Check for unstable areas and make good. 4 Check for areas requiring additional compaction and make good. Pay particular attention to areas behind curbs and on slopes. 5 Notify the Consultant of unsatisfactory conditions. The Consultant may order a compaction test by an independent testing company to be paid for from the testing allowance. .6 Do not place granular base until finished sub-gade surface is inspected and approved by the Consultant. 1.4. Placement ' 1 Place granular material only on a clean, unfrozen surface, properly shaped and free from snow, ice, standing water or organic matter. HENRY KORTEKAAS & ASSOCIATES INC. Page 1 SECTION 02201 -GRANULAR BASE 2 Place granular material to minimum compacted thickness of 150 mm under all new paving surfaces, as shown on the drawings or as directed in the field by the Consultant. 3 Should additional granular layers be required to achieve the grades and profiles shown, place layers in maximum 150 mm uniform compacted lifts. Shape each layer to a smooth contour and compact to the specified density before the succeeding layer is placed. 1.5. Comnactin¢ 1 Compact to a density not less than 98% Standard Proctor Density in accordance with ASTM D698-70 or latest revision. .2 Shape and roll alternately to obtain a smooth, even and uniformly compacted base. 3 Apply water as necessary during compacting to obtaining specified density. If material is excessively moist, aerate by scarifying with suitable equipment until moisture content is corrected. 4 In azeas not accessible to rolling equipment, compact to specified density with approved mechanical tampers. 1.6. Field Oualitv Control 1 Inspection and testing of granular base will be carried out by designated testing laboratory as determined by the Consultant. If testing proves faulty compaction or materials and re- testing is required, such re-testing will be paid for by the Contractor. 2 Finished rolled surface of granulaz base to be free from humps and hollows, and maintain positive drainage. All edges to be smooth, straight and regular to leave a look of tidiness and minimize clean-up. 3 Finished base surface shall be within +/_ 10 mm of required grade but not uniformly high or low. Correct surface iregularities by loosening and adding or removing material until surface is within specified tolerance. 4 For all pavement surfaces, granular base to be parallel to finished grades to specified tolerance. Receive approval of granular base from the Consultant prior to placement of surface materials. End of Section n~rvtty xVR"CEKAAS & ASSOCIATES INC. Page 2 A SECTION 02202 -SUB-DRAINS PART I -GENERAL 1.1. Scone of Work 1 This section specifies requirements for sub-drains including perforated and non- perforated flexible P.V.C., and manhole/catch basin connections. 2 Related work: Section 02201 -Granular Base 1.2. Materials l Granular Backfill as required except under sand play azeas, concrete curbing and pavement: Clean, hazd, durable uncoated particles, free from clay lumps, cementation, organic and other objectionable material, meeting the following gradation limits: ASTM Desi i~ anon % Passine 50.0 mm 100 31.5 mm 60 - 100 16.0 mm 40 - 100 4.75 mm 25 - 60 2.0 mm 20 - 45 0.425 mm 10 - 25 0.075 mm 0 - 10 .2 Common Backfill Approved material selecced from trench excavation or other source, unfrozen and free from cinders, ashes, sod, refuse or other deleterious materials, and with the natural water content within 90% of the optimum value for the Proctor compaction specified, based on the native soil which is being used for backfll. .3 PVC Pipe ~ ' Drainage pipe shall be 100 mm to 150 mm diameter flexible, Poly Vinyl Chloride (PVC), C.S.A. approved as per drawings. All fittings, and connections shall be PVC. Material density shall be minimum accordance to ASTM method D1505 / D1928. When the above PVC is to be perforated, it shall be installed with holes facing down, with Filter Cloth tubing as manufactured by National Sewer Pipe or approved equal. 4 Filter Bedding Material under sand play areas and in trench with perforated PVC to be hard, durable particles of clear, natural, aggregate limestone of IO mm diameter size and no fines. 5 Filter Sock: l Synthetic filter: rot proof, unaffected by action of oil or salt water and not subject to attack by insects or rodents. Terrafix Type 370R or approved equal. 2 Fabric: woven construction supplied as continuous tube of 100 mm diameter. HENRY KORTEKAAS & ASSOCIATES INC. Page 1 SECTION 02202 -SUB-DRAINS 3 Seams: sewn in accordance with manufacturer's recommendations. ~ 1.3. Trenching °~' 1 Select shortest distance for sub-drains to existing sewer systems as shown on the drawings 2 , avoiding all existing features such as trees, fences and other structures. D o not place bedding filter material prior to approval of excavation by the Landscape Architect. 3 Excavate to achieve minimum percent slope of pipe as shown on the drawings. 4 Notify Landscape Architect if sail at proposed elevation of trench bottom appears unsuitable for foundation of installation. Remove unsuitable material from trench bottom as directed by Landscape Architect. .5 Unless otherwise authorized by Landscape Architect in writing, do not excavate more than 30 m of trench in advance of installation operations and do not leave open more than 15 m at end of day's operation. Fence off any open excavations to protect public. .6 Stockpile suitable excavated materials required for trench backfill in approved location within site limits. .7 Dispose of unsuitable or surplus material off site. 1.4. Backfllt~ Do not proceed with trench backfilling operations until Landscape Architect has inspected and approved installations. .2 Use approved common or granulaz backfill material as indicated on the drawings. 3 Backfilling around installations: a) Place bedding and surround material as noted on drawings; b) Place layers simultaneously ot~both side§ of installed work to equalize loading; c) Place material by hand under, around and over installations until required cover is provided. Dumping material directly on installations will not be permitted. 4 Do not place backfill in freezing weather without prior approval of Landscape Architect. 5 Place backfill material in uniform layers not exceeding 200 mm in thickness up to sub- grade elevation or top of trench. Compact each layer before placing succeeding Layer. 6 Compact trench bottom and backfill materials: a) In pavement areas, to a density at least equal to density of adjacent, undisturbed soil; b) Under sand in play areas to 85% Standard Proctor Density; c) In pavement areas, compact [o a minimum of 98% Standard Proctor Density. HENRY KORTEKAAS & ASSOCIATES INC. Page 2 I~ ^ 1 SECTION 02202 -SUB-DRAINS 7 Compact using approved mechanical tamping devices, or by hand tamping to achieve specified compaction. 1.5. Pioe Installation 1 Excavations require inspection and approval prior to commencement of installation operations. 2 Lay drains on prepared bed, true to line and grade with inverts smooth and free of sags or high points. Ensure barrel or each pipe is in contact with bed throughout full length. 3 Commence laying at outlet and proceed in upstream direction. 4 Lay perforated pipes with perforations downwards. 5 Lay bell and spigot pipe with bell ends facing upstream. 6 Weldjoints of PVC pipe according to manufacturer's instructions. 7 Makejoints tight in accordance with manufacturer's instructions. 8 Do not allow water to flow through pipes during construction. 9 Make watertight connections to existing drains or catch basins where indicated and arrange for inspection by the Landscape Architect prior to backfilling. 10 Plug open upstream ends of pipes with watertight concrete, steel or P.V.C. bulkheads. 11 Surround pipe with filter sock and granular /filter material and compact as specified. .12 Protect sub-drain against flotation during installation. 1.6. Connections to Municipal Facilities I Connect sub-drains and catch basins to Municipal storm sewer system where indicated on the drawings. Arrange for inspection by}Municipal Public Works Department and receive approval prior to backfilling. 1.7. Restoration 1 Reinstate pavements and sodded areas to condition and elevation which existed before trenching to satisfaction of the Landscape Architect. End of Section _ _ HENRY KORTEKAAS & ASSOCIATES INC. Page 3 i SECTION 02612 -ASPHALT PAVING PARTI-GENERAL L1• Description `~-~ l This section specifies asphalt paving for playground areas and walkways. ~; 2 Comply with all requirements of the General Conditions. 3 Related work elsewhere: Section 02200 -Earthwork Section 02511 -Granular Base Section 02614 -Concrete Section 02822 -Sodding 1.2. Oualitv Assurance 1 Th e contractor or sub-contractor must have a minimum of 5 years experience in asphalt paving work. .2 Plants providing asphalt paving mixture under this contract must conform to OPSS 310- 04-02 to 04 inclusive. .3 Spreading equipment must meet the requirements of OPSS 310-04-OS to 07 inclusive. 4 All asphalt paving work must be carsied out to the OPSS 310-05-01 to 07 inclusive. 5 Provide a copy of all subsections, listed above, on site at all times. .6 Testing of asphalt cement, when required by the Owner, will be carried out, at no extra cost, to the contract and will be executed in accordance with ASTM D-14Q, latest edition. .7 Testing of asphalt emulsion, when required by the Consultant, will be carried out, at no extra cost, to the contract and will be carried out in accordance with ASTM-D244. Sampling procedures will follow ASTM-D140. .8 Engage an independent, approved testing firm to carry out compaction tests on the completed granulaz base, one test per 100mz of area. Submit 2 copies of the test results to the Consultant and obtain his approval prior to commencing asphalting operations. Pay all testing costs. .9 Ensure that asphalt cement, asphalt primer and asphalt emulsion conform [o the standazds set out in the drawings and specifications. 1.3. Product Delivery Storaee & Handline 1 Store granular materials in areas designated by the Consultant. .2 Minimum temperature of asphalt is to be 130°C immediately after spreading and prior to rolling. 1.4. Job Conditions . ] Do not commence paving operations unless the surface temperature is steady at, or rising above 2°C. 2 Proceed with paving operations only during favourable weather conditions and on a dry base. HENRY KORTEKAAS & ASSOCIATES INC. Page 1 ~~ SECTION 02612 -ASPHALT PAVING "" 3 Suspend al] paving operations if the temperarure drops below 2°C. 4 Spread subsequent paving courses within 12 hours after spreading and compaction of the previous course. 5 Where existing asphalt paving is to receive resurfacing, ensure that all aeeas of cracked or broken asphalt are removed and patched satisfactorily with new asphalt prior to proceeding with resurfacing operations. .6 Protect all adjacent areas and structures, particularly planted areas, from contamination by asphalt materials. Make good all damage. 1.5. Inspection .1 Stake out paving locations and obtain approval from the Consultant before proceeding. 2 Obtain approval from the Consultant of the fmished sub-grade before proceeding. 3 Obtain approval from the Consultant of the paving base before proceeding. PARTII-PRO DUCTS 2.1. Materials .l Granular A: granular material conforming in all respects with OPSS 1010. i h PSS 1010 2 t . O Granular B: granular material conforming in all respects w .3 Coarse aggregates: a crushed rock, slag or gravel or combination thereof, free of clay, silt and other deleterious materials. .4 Fine aggregates: composed of clean, hard, durable particles of natural sand, manufactured sand or screenings resulting from the crushing of rocks, stone or gravel and free of clay, silt or other deleterious materials. Fine aggregate for HL3 and HL4 must contain a minimum of 10% passing the I Omm screen and retained on the #4 sieve. .5 Mineral filler: finely ground particles of limestone, hydrated lime or other mineral dust approved by the Consultant, free of clay, silt and other deleterious material. 6 Asphalt cement: conforming in all respects with OPSS 310-i 150. 7 Joint painting material: slow setting asphalt emulsion, type SS-1 conforming to OPSS 306. .8 Line marking paint: an acrylic emulsion type "traffic" paint conforming to C.B.S.B. 1- GP-74, colour to be yellow or white as noted. 2.2. Mixes .1 Paving mixture: a hot mix, hot laid asphaltic concrete, of the type specified, and installed to the minimum compacted thickness shown on the drawings and composed of coarse and fine aggregates, mineral filler, and asphalt cement uniformly mixed. HENRY KORTEKAAS & ASSOCIATES [NC. Page 2 SECTION 02612 -ASPHALT PAVING PART III -EXECUTION 3.l~atian I Excavate to the minimum specified depths, after compaction, as shown on the drawings. Maintain sub-grade pazallel to finished grade in all cases. 2 Eine grade subgrade eliminating uneven areas and filling low spots. Remove all debris. Excavate all soft and unstable areas in subgrade and backfill with Granular "B". 3 Compact subgrade uniformly to minimum ninety-eight percent (98%) Standard Proctor Density. Arrange for testing of fill materials and compaction. When required and as directed by the Consultant, the Contractor shall, at his own expense, sprinkle water to assist in compaction. 4 The Granulaz "B" base shall be applied in maximum 74mm (3 inches) layers, graded, rolled and compacted in accordance with OPSS Division 3. 5 In the event of delay between completion of sub-grade and commencement of application of stone base, the Contractor shall re-grade and re-compact sub-grade at his own expense if so ordered. 6 Keep materials clean and free of deleterious materials at all times. ~ Maintain final grade of granular base course parallel to finished grade. .8 Submit written test reports. .9 Where existing asphalt is to be resurfaced, clean all surfaces of soil, dust, leaves or other debris prior to paving. Ensure surface is free of standing water. 3.2. Installation 1 Spread the specified granular materials in horizontal layers not exceeding I OOmm loose depth and compact to 98% Standard Proctor Dry Density. In areas where compaction by roller is not possible, compact with approved medhanical or hand tamping devices to the specified density. .2 Ensure that granular does not become contaminated by deleterious material. 3 Build up thickness of each material to the minimum compacted thickness as specified on the drawings. 4 Correct all irregularities or depressions resulting from rolling and compact until the granular surface is smooth, uniform, and true to line and grade. ~ Paint all curbs, gutter walls, vertical faces of existing pavement, and all structures in actual contact with the new asphalt with a sealing coat of SS-1 emulsion. Provide a closely bonded, water tightjoint. 6 Lay and spread all paving courses by means of approved equipment. .7 Immediately after spreading and screeding, check the surface and correct all irregularities before compacting. HENRY KORTEKAAS & ASSOCIATES INC. Page 3 a SECTION 02612 -ASPHALT PAVING 8 Ensure all joints are straight, clean, vertical and free of broken or loose materials. Cut back existing asphalt [o provide a clean vertical surface. Paint the vertical surfaces of all joints with a thin, continuous coating of type SS-1 emulsion. 9 Compact each paving course, with approved rolling equipment, to 97% Standard Proctor Dry Density, or greater. Begin compaction operations as soon as possible after placement when asphalt will bare the weight without checking or undue displacement. Keep roller wheel moist so as not to pick up material. Keep all equipment clean and in good condition. 10 Hand tamp with hot tampers in areas not accessible to rolling equipment. 1 l Where hand-spreading is necessary, this shall be done simultaneously with machine- spreading or immediately afterwards to ensure a good bond. 12 Hand tamp all edges adjacent to grass or planting beds to a 45° angle. Establish straight edge by the use of a string line. Where edge is not straight, lay in a smooth curve to the radii indicated. Where fmished edge is not satisfactory, at the option of the Consultant, the edge may be repaired by sawcutting to a 45° edge to the required line. Cut edge must be painted with liquid asphalt. 13 After final rolling, surfaces shall be smooth and true to the specified grade and crown with the thickness of the courses varying no more than 6mm from that shown on the drawing. At the option of the Consultant, unsatisfactory surface roughness on the asphalt may be corrected by the application of a coat of hot liquid, at the contractor's expense. 14 Ensure a minimum surface slope of 2% or as specified, away from edges and curbs and towards catch basins on all asphalt re-surfacing operations. 15 Ensure the surface is free from depressions greater than 6mm under a 3000mm straight edge. 3.3. Joints ~ l Alljoints 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 existing 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 All locations where new asphalt meets existing structures and paving shall be considered ajoint. Make all joints in accordance with OPSS Division 3 and paint with a thin, uniform, continuous coating ofjoint painting material SS-I Emulsion or approved equal. 4 All joints shall be coated with tack coat before the adjacent asphalt is laid if the previous section has been in place far more than two hours. 5 Transverse joints shall be cut back at ]east one foot and painted with tack coat before paving proceeds. ' .6 Where tack coat has been applied, it shall be allowed to dry to a tacky texture before the asphalt is laid against it. HENRY KORTEKAAS & ASSOCIATES INC. Page 4 SECTION 02612 -ASPHALT PAVING 3.4. Ed es ] New surfaces shall blend smoothly and flush with existing swfaces, steps, tops of curb, etc. 2 Low or defective areas shall be cut out immediately and replaced with fresh hot mixture, placed and compacted to blend with surrounding areas and thoroughly bonded to it. 3 Install temporary forms, where necessary, in order to maintain straight, continuous edges of asphalt where shown. .4 Where surfaced area abuts seeded, sodded, earth or grass aeeas, and no step or curb occurs, edges of asphalt paving shall be fmished with 45 degree angle edge neatly formed and tamped as detailed. Grass edges shall be restored with 200mm (8") of topsoil and appropriate sod or seeding mixtures to the satisfaction of the Consultant. Extent of restoration shall be from edge of walkway to limit of area distwbed by construction or as directed in cut or all situations slopes meeting walkway shall not exceed 3:1. 3.5. Line Paintin 1 All lines to be painted SOmm thick with aluminum asphalt paint. Colour as specified on drawings. .2 Avoid splashing or spattering paint on the swface. 3.6. Clean-uo .1 At the completion of asphalt operations and prior to final inspection, clean all cwbs, catch basins, manhole covers, walls, and other structwes to remove contamination by asphaltic or other materials resulting from the work. End of Section ' HENRY KORTEKAAS & ASSOCIATES 1NC. Page 5 a SECTION 02614 -CONCRETE PART I -GENERAL 1.1. Description 1 This section specifies the supply and installation of concrete. 2 Related work elsewhere: Section 02822 -Topsoil and Sod i, I: Ir s LJ I"1 *~t ~'~J l' J L 1.2. Oualitv Assurance 1 The contractor must have a minimum of 5 years experience in concrete work. .2 All materials must conform to CSA A23.1-94. A copy must be kept on site at all times during construction. 3 Furnish the Consultant with a certificate prepazed by the Ready-Mix concrete suppliers stating that all requirements regarding strength, slump, air entrainment, mix, materials and ratio have been met and maintained. .4 Prior to pouring concrete, obtain the approval of the Consultant of al] form work, placement of reinforcing steel, consolidation of subgrade and placement and consolidated of granular base. 5 When required by the Consultant, have all concrete tested for compressive strength, slump and air content, m accordance with CSA A23.2-94. Submit test reports in duplicate and pay all costs incursed. 6 Ensure work complies with the Ontario Building Code and all pertinent local by-laws and revelations. These shall govern in case of conflict with the specification. Obtain and pay for all necessary permits before starting work. 1.3. Product Delivery. Storaee and Handlin I Store al( materials in accordance with CSA A23.1-94 latest edition. .2 Store reinforcing steel on racks or skids. Protect from contamination by dirt or other materials. 3 Store forms off the ground and sufficiently supported to prevent warping or distoRion. Protect from contaminations by oil, grease, water, earth, etc. .4 All concrete is to be ready mixed at plant and transported to the site by truck in accordance with CSA A23.1-94. Hand mixed concrete is not allowed unless approved in writing by the Consultant prior to the start of work. .5 Convey concrete from the mixer to the place of final deposit as rapidly as possible, with as little rehandling as is practical. Avoid segregation and/or loss of material. 6 Place concrete in final position and at such a rate that it remains plastic at all times and flows readily between reinforcement, into all corners and crevices and around all embedded fixtures. Pour in a continuous operation between expansion joints. HENRY KORTEKAAS & ASSOCIATES INC. Page I SECTION D2614 -CONCRETE 7 Thoroughly clean all equipment, used for mixing or transporting of concrete, of all hardened concrete and foreign material prior to placing concrete. 8 Do not allow concrete to be contaminated by foreign materials. Do not use retempered concrete unless approved in writing, by the Consultant. 9 Obtain the approval of the Consultant of the type, number and method of use of mechanical vibrators. Do not operate a vibrator for longer than 10 seconds in any one location. 10 Maintain constant control to ensure that finished concrete is dense, uniform, free of air holes or honeycombs and that no segregation of aggregates and cement paste occurs. 1.4. Job Conditions 1 Protect all concrete surfaces from damage or harmful effects of weather, water, mechanical shock or trespassers until concrete is properly cured. 2 Iftemperature is expected to drop below 5°C, place and protect concrete in accordance with AC 1.605. 1.5. Inspection Obtain the approval of the Consultant of the layout, compacted sub-grade, compacted granular base, formwork and reinforcing before proceeding with subsequent work. PART II -PRODUCTS 2.1. Materials l Granulaz A and Granular B: granular material conforming in all respects to OPSS 1010, latest edition. 2 Portland cement: standard grey portland cement, conforming to CAN/CSA-AS/AS/A362- 93 type 10 normal. 3 Aggregates: nominal size as specified and conforming to CSA A23.1-94. 4 Water: clear and free of deleterious substances or efflorescing salts. 5 Air entraining admixtures: conforming to ASTM C 260-94 and of approved manufacturer. 6 Reinforcing steel: conforming to CSA G-30.12-M77 for bazs, CSA G30.5-M83 for welded steel wire mesh and OPSS (440. 7 Expansion joint filler: premoulded bituminous impregnated fibre board conforming to ASTM D1751-73 of thickness and depth specified. 8 Curing Compounds: clear liquid chlorinated rubber to ASTM C309 and OPSS 1315. 9 Formwork: conforming to CSA A23.1-94 and AC I - 347 and of sound wood, in good condition and equal or better than No. 2 grade construction spruce and/or 19mm Douglas Fir plywood, with the surface treated to produce a smooth concrete finish. Plywood to be CSA 0/2/. .ci~rcr nvtct Ctcwgs Se ASSOCIATES INC. Page 2 3.1. Preparation 2.2. Mixes 1 Mix concrete materials in accordance with CSA CAN3-A23.1M-77, in the proper proportions and ratios to provide a finished product as specified. Concrete mix shall meet the following requirements: Compressive strength 25 MPa at 28 days; I OOmm slump at point of deposit; air entrainment 6% (+ or - 1%). Unless noted otherwise on the drawings or details, all concrete is to be 25 MPa strength. 2 With the exception of air entraining agents, other mixtures may only be used with the written approval of the Consultant. The use of agents to lower the freezing point of the mix will not be permitted. PART III -EXECUTION LJ I"J t~J SECTION 02614 -CONCRETE 3 Compact subgrade uniformly to minimum ninety-eight percent (98%) Standard Proctor Density. Arrange for testing of fill materials and compaction. When required and as d'vected by the Consultant, the Contractor shall, at his own expense, sprinkle water to assist in compaction. .I Excavate to the minimum specified depths, after compaction, as shown on the drawings. Maintain sub-grade parallel to fmished grade in all cases. 2 Fine grade subgrade eliminating uneven azeas and filling low spots. Remove al] debris. Excavate all soft and unstable areas in subgrade and back£Il with Granulaz "B". .4 The Granular "B" base shall be applied in maximum 74mm (3 inches) layers, graded, rolled and compacted in accordance with OPSS Division 3. 5 In the event of delay between completion of subgrade and commencement of application of stone base, the Contractor shall re-grade and re-compact subgrade at his own expense if so ordered. 6 Keep materials clean and free of deleterious materials at all times. 7 Maintain final grade of granular base course parallel to finished grade. 8 Submit written test reports. 9 Where existing asphalt is to be resurfaced, clean all surfaces of soil, dust, leaves or other debris prior to paving. Ensure surface is free of standing water. 10 Contractor to ensure that all concrete columns are vibrated to eliminated all voids. HENRY KORTEKAAS & ASSOCIATES INC. Page 3 ILJ SECTION 02614 -CONCRETE 3.2. Granular Base ] Spread the specified granulaz materials in horizontal layers not exceeding ] OOmm loose depth and compact to 95% Standard Proctor Dry Density. In areas where compaction by roller is not possible, compact with approved mechanical or hand tamping devices to the specified density. 2 Build up thickness of each material to the minimum compacted thickness as specified on the drawings. 3 Ensure that ganulaz does not become contaminated by deleterious material. 4 Correct all irregularities or depressions resulting from rolling and compact until the granular surface is smooth uniform and tr t li d , ue o ne an grade. 5 When required by the Consultant, have the compaction of the granular materials tested by an approved, independent testing fum. Submit 2 copies of the test results to the Consultant and obtain his approval prior to pouring concrete. Pay testing costs incurred. ~ 3.3. Form Work Erect forms in such a manner as to facilitate dismantling and removal without damaging concrete. 2 Erect forms true to line and level in accordance with the drawings, and sufficiently braced to maintain their form and alignment when concrete is placed. 3 Prior to each pouring operation, coat affected form surfaces with an approved form separating material. 4 Provide for all openings, sleeves, hangers, anchors and ties to be cast into the concrete. 5 Do not use treated plywood for exposed surfaces more than 5 times. Do not use plywood if surface is damaged. 6 Obtain the approval of the Consultant of all form work before proceeding 3.4. Reinforcement l Before placing reinforcement, clean all loose scale, dirt and any other coating that would destroy or reduce bonding to concrete. Place all reinforcement accurately in accordance with the drawings and/or approved shop drawings. Use approved chairs, spacers, hangers or ties to secure the reinforcing in position. 3 Unless directed otherwise, provide the following minimum concrete cover over reinforcing: y a) 75mm where concrete is deposited against soil. b) SOmm for bars larger than ]Om and 40mm for bars smaller than 1 Om where concrete is exposed to weather. 4 Obtain the approval of the Consultant of all reinforcing before proceeding. nr.ivt<r rcvKrEKAAS &c ASSOCIATES INC. Page 4 ,~1 s SECTION 02614 -CONCRETE 3.5. Joints 1 Locate expansionjoints as shown on the drawings and between new concrete and all new or existing structures. Joints must be cast in place. 2 Execute construction joints in accordance with AC I-301 and as detailed on the drawings. Thoroughly clean the joint surface of all laitance and wet thoroughly and slush with a coat of cement grout immediately before placing new concrete. .3 Except far expansion joints, continue reinforcing uninterrupted through joints, unless shown otherwise on the drawings or directed by the Consultant. .4 Stop reinforcing on each side of expansionjoints. Where dowels are indicated, cast one half into one side of the joints. The exposed half shall be machined smooth and heavily greased before placing adjoining sections. 5 Locate control joints as shown on the drawings. Ensure joints aze to a minimum depth of 1/4 the thickness of the concrete. Make joints by one of the following methods: a) Sawedjoints b) Hand formed and hand tooled c) Insetjoints placed in plastic concrete 6 No offsets will be allowed between adjacent sections ofjoint fillers and no plugs of concrete will be permitted anywhere within an expansionjoint. 7 Apply joint sealant in accordance with the manufacturer's directions. Ensure joints are clean and free of any foreign substances before sealing. Clean any sealant spilled on concrete surface immediately. 3.6. Placine of Concrete I Place concrete by approved means and using approved equipment. ilk z 2 Do not place concrete until formwork and grades have been inspected by the Owner or Consultant. 3 Transport concrete from mixer to point of deposit, and place in final position as quickly as possible [o prevent separation and loss of materials. .4 While placing concrete, compact thoroughly and uniformly by approved means to ensure a dense homogeneous structure free of air pockets, and honeycombs and closely bonded with reinforcement. 3.7. Finishine Treat and finish all surfaces as directed or specified and in accordance with CSA CAN3- A23-1-M77. .2 Strike off and float all exposed paving surfaces as soon as possible after consolidation and in accordance with recommendations of the Portland Cement Association. Execute final finishing as specified on the drawings or as directed by the Consultant. HENRY KORTEKAAS & ASSOCIATES INC. Page 5 SECTION 02614 -CONCRETE 3 Ensure finished surface is true to line and level as shown on the drawings. Walks aze to be sloped as per grading plans. 4 All irregularities greater than 6mm under a 3000mm straight edge, operated parallel to the centre line, must be repaired. .5 Obtain the approval of the Consultant of fmished surfaces before starting curing operations. 6 Immediately after stripping formwork, obtain the approval of the Consultant before commencing patching, fmishing or curing operations. 7 The extent, method and type of mix for patching shall have the approval of the Consultant before commencing work. Ensure patching mix contains an approved bonding and waterproofmg agent and that it is installed in accordance with the manufacturer's specifications. 3.8. Curing .l Keep concrete moist for at least 3 days after placement, in accordance with CSA CAN- A231-M77. 2 Method of curing shall be as specified or by one of the following approved methods if not specified: a) Moist curing b) Waterproofing paper or white polyethylene sheeting c) White liquid membrane compound d) Combination of above methods 3 Moist curing: use burlap or approved equal. Ensure it is thoroughly wet when applied and kept continuously wet and in full contact with the surface during the curing period. 4 Waterproof paper or white polyethylene sheeting, ensure sheet is large enough to cover entire concrete surface. Secure to prevent displacement during curing period. Immediately repair any tears or holes. 5 Wh . ite liquid membrane compound: apply at the rate of f litre per 5 square meters after final finishing and all free water has disappeared. Keep membrane compound agitated to prevent settling of compound. Apply membrane compound to edges immediately after formwork is removed. Ensure a continuous and unbroken membrane cover is applied. 3.9. Clean-uo Clean and remove al] concrete spills from the site. End of Section HENRY KORTEKAAS & ASSOCIATES INC. Page 6 SECTION 02721 -STORM SEWERS PARTI-GENERAL 1.1. Description .1 This section describes the installation of storm sewers .2 Related Work Elsewhere Section 02200 Earthworks Section 02725 Manholes & Catch Basins 1.2. Samples .1 Submit samples in accordance with Section (01340]. 2 Submit samples in accordance with Section [01300]. .3 At least 4 weeks prior to commencing work, inform Consultant of proposed source of bedding materials and provide access for sampling. 1.3. Material Certification 1 Schedule work so that no interruptions to existing services occur. 2 Maintain existing flow of drainage during construction. 1.4. Measurement of Payment l Supple and installation of storm sewer will be measured horizontally from manhole to manhole in meters of each pipe size and depth class installed based on unit price submitted PARTII-PRODUCTS 2.1. Concrete Pioe I Non-reinforced circular concrete pipe and fittings; to [CSA A257-M1982], [ASTM C14M-82] designed for [mortazjoints. 2 Reinforced concrete elliptical pipe: to ASTM C507M-84A. 2.2. Corrusated Steel Pioe I Corrugated steel pipe: to CAN3-G401-M81. 2.3. Plastic Pioe SPEC NOTE: Designer to select type of plastic. Modify 2.3 to suit project requirements. .1 Type PSM Poly (Vinyl Chloride) : to ASTM D3034-83. 2 Standard Dimension Ratio (SDR), [28] [35] [41] HENRY KORTEKAAS & ASSOCIATES 1NC. Page 1 SECTION 02721 -STORM SEWERS 3 [Locked-in] [separate] gasket and integral bell system. 4 Nominal lengths, [4] [6] m. s Acrylonitrile -Butadiene -Styrene (ABS): to ASTM D2680-84A. 2.4. Pioe Bedding Materials I Granulaz material to following requirements: .1 Crushed or screened stonde, gravel or sand consisting of hazd, durable, particles, free from clay lumps, cementation, organic material. Frozen material and other deleterious materials. 2 Gradations to be within limits specified when tested to [ASTM C 136-84a] [and] [ASTM C 117-84] and to have a smooth curve without sharp breaks when plotted on semi-log grading chart. ASTM Sieve Decimation °/ Passing Bedding Stone Bedding Sand II II II II II 200 mm _ _ 7s mm _ _ 50 mm _ _ 38.1 mm _ _ zs mm pool _ 19 mm _ _ 12.5 mm [65 - 90] [100] 9.5 mm _ _ 4.75 mm [35 - 55] [50 - 100] 2.00 mm - [30 - 90] .425 mm (10-25] [10-50] .180 nun _ _ .075 mm {0 - 8] [0-I O] SPEC NOTE: Re 2.6.2. Strength requirement for concrete bedding , encasement, etc., should be noted here if different from that specified in Section 03300 -Cast-in-Place Concrete. 2 Concrete required for cradles, encasement, supports; to Section [03300 -Cast -in Place Concretej. 2.7. Joint Mortar 1 Portland cement to CAN3-AS-M83 ? Mortar to consist of one part Portland cement to two parts clean sharp sand mixed with minimum amount of water to obtain optimum consistency for use intended. Do not use additives. HENRY KORTEKAAS & ASSOCIATES INC. Page 2 SECTION 02721 -STORM SEWERS PART III -EXECUTION 3.1. Preparation 1 Clean pipes and fittings of debris and water before installation. Carefully inspect materials for defects before installing. Remove defective materials from site. 3.2. Trenching and Backtilling 1 Do trench and backfill work in accordance with Section 02200 Earthwork, Site Excavating. 2 Do not allow contents of any sewer or sewer connection to flow into trench. 3 Trench line and depth require approval prior to placing bedding material and pipe. 4 Water jetting of backfill under haunches of corrugated steel pipe may be permitted if recommended by manufacturer and approved by Engineer. 3.3. Concrete Bedding and Encasement I Do concrete work to Section [02614 -Concrete]. Place concrete to details indicated or directed. 2 Pipe may be positioned on concrete blocks to facilitate placing of concrete. When necessary, rigidly anchor or weight pipe to prevent flotation when concrete is placed. 3.4. Granular Bedding 1 Place granular bedding materials to details indicated or directed. 2 Shape bed true to grade and to provide continuous, uniform bearing surface for barrel of pipe. Do not use blocks when bedding pipe. 3 Shape transverse depressions as required to receive bell if bell and spigot pipe is used. 4 Compact full width of bed to at least [95%] of [corrected maximum dry density] [95% standard Proctor density]. 5 Use bedding stone in lieu of sand bedding material when directed.. 6 Fill excavation below bottom of specified bedding adjacent [o manholes or catch basins with bedding material or common backfill as directed. 3.5. Soil Bedding .1 Where granular bedding material is not indicated, shape trench bottom so that pipe is fully supported over lower quarter of pipe circumference on undisturbed subgrade. 2 Where trench bottom is rock and no bedding is indicated, lay pipe on a I SOmm cushion of granular material or approved soil compacted as specified in 3.4.4. HENRY KORTEKAAS & ASSOCIATES [NC. Page 3 SECTION 02721 -STORM SEWERS 3.6. Installation I Lay andjoin pipe in accordance with manufacturer's recommendations. 2 Handle pipe be approved methods. Do not use chains or cables passed through rigid pipe bore so that weight of pipe bears upon pipe ends. 3 Lay pipes on prepared bed, true to line and grade with pipe inverts smooth and free of sags or high points. Ensure barrel of each pipe is in contact with shaped bed throughout iu full length. .4 Commence laying at outlet and proceed in upstream direction with socket ends of pipe facing upgrade. 5 Lay corrugated steel pipe: .1 With outside circumferential laps facing upgrade and longitudinal Zaps or seams at side or quarter points. 2 With longitudinal center line of paved invert coinciding with flow line. 6 Do not exceed maximum joint deflection recommended by pipe manufacturer. 7 Do not allow water to flow through pipes during construction as may be permitted by Consultant. .8 Whenever work is suspended, install removable watertight bulkhead at open end of last pipe laid to prevent entry of foreign materials or children. 9 Position andjoin pipes by methods approved by Consultant. .10 Install PVC pipe and fittings in accordance with CSA B 181.12-1967. .11 Joints: 1 Corrugated steel pipes: 1 Install flexible sealing rings where called for. 2 Match corrugations or indentations of coupler band with pipe sections before tightening. 3 Tap coupler firmly while tightening, to take up slack and ensure a snug fit. 4 Ensure bolts are inserted and4ightened. 2 Mortazed joints: I Pipe exterior; for bell and spigot pipe, use mortar seal outside of joints. Press and bed mortar into place. allow mortar to set minimum of (one] h before backfilling. 12 When any stoppage of work occurs, block pipes as directed to prevent "creep" during ' down time. HENRY KORTEKAAS & ASSOCIATES INC. Page 4 SECTION 02721 -STORM SEWERS 13 Plug lifting hales with approved prefabricated plugs set in non-shrink grout. 14 Cut pipes as required for special inserts, fitting or closure pieces in a neat manner, as recommended by pipe manufacturer, without damaging pipe or its coatings and to leave a smooth end at right angles to axis of pipe. .15 Make watertight connections to manholes and catch basins. Use non-shrink grout. 16 Use prefabricated saddles or approved field connecting pipes to existing sewer pipes. Joint to be structurally sound and watertight. 17 Plug open upstream ends of pipes with removable watertight concrete, steel or wooden bulkheads. Eod of Section HENRY KORTEKAAS & ASSOCIATES INC. Page 5 ~J 'J I I~ L~J SECTION 02725 -MANHOLES AND CATCH BASINS PARTI-GENERAL 1.0. This sections specifies requirements for constructing new, adjusting and sealing over existing outfall structures manholes and catch basins as indicated or as directed. Some related sections are Excavating Trenching and Backfilling; Storm Sewers; Sub-drains' Sanitary Sewers. Coordinate and, if required, insert appropriate sections in 1.1 Related Work below, 1.1. Related Work 1.2. Material Certification SPEC NOTE: Delete 1.2 if Engineer's /Consultant's inspection is deemed sufficient quality control. At least [4] weeks prior to commencing work, submit manufacturer's test data and certification that materials meet requirements of this section. Include manufacturer's drawings, information and shop drawings where pertinent. 1.3. Measurement for Payment SPEC NOTE Coordinate payment clauses with Section 02200 Earthwork, Site Excavation, Backfilling, Grading Outfall Structures will be measured in units. .2 Adjusting tops of existing manholes or catch basins will be measured by count. .3 Grating will be measured in units supplied [and installed]. PARTII-PRODUCTS 2.1. Materials Concrete: 1 To selection [02614 Concrete] 2 Concrete mix design to product [21] MPa minimum compressive strength at 28d and containing [25] mm maximum size course aggregate, with waterlcement ratio ro CAN3- A23.1-M77, table 7 for class [A] exposure and L-] mm slump at time and point of deposit. Air entrainment to CAN3-A23.1-M77, table [8] for class [A] exposure. 3 Precast manhole sections; to MSTM C478M-84, circular or oval. Top sections eccentric cone or flat slab top type with opening offset for vertical ladder installations. [Monolithic bases to be approved and set on concrete slabs cast in place]. 4 Precast catch basin sections: to [ASTM C139-73 (1979)], [ASTM C478-84]. Re 2.1.5. Check local requirements. HENRY KORTEKAAS & ASSOCIATES INC. Page 1 SECTION 02725 -MANHOLES AND CATCH BASINS ~~~JJJ 5 Mortaz: .l Aggregate: to CSA A82.56-M 1976. 2 Cement: to CAN3-A8-N83 6 Ladder rungs: to CSA G30.12-M1977, No 23M billet steel deformed bars, hit dipped galvanized to CSA G 164-M 1981. Rungs to be safety pattern (drop step type). 7 Adjusting rings: to ASTM C478M-84 .8 Concrete Brick: to [CSA A165.2-1972]. 9 Drop manhole pipe: to be same as sewer pipe. 10 Galvanized iron sheet: to be approximately 2mm thick. .11 Steel gratings, I-beams and fasteners: as indicted. SPEC NOTE: Delete or modify 2.1.14 to suit project. 12 F i rames, grat ngs, covers to plan dimensions and following requirements: i ~ .1 Metal gratings and covers to bear evenly on frames. A frame with grating or cover to constitute one unit. Assemble and mark unit components before shipment. .2 Gray iron castings to ASTM A48-83, strength class [30B] 3 Castings to be [coated with two applications of asphalt varnish] sand blasted or cleaned and Bound to eliminate surface imperfections. .4 Manhole frames and covers: in accordancewith the Town/City Standard. ~~ PART III -EXECUTION 3.1. Excavation and Backfill ' .l Excavate and backfill in accordance with Section [02200 Earthwork, Site Excavation, Excavating Trenching and Backfilling]. 2 Obtain approval of [Consultant] before installing outfall structures, manholes or catch basins. 3.2. Concrete Work I Do concrete work in accordance with Section 02614 -Concrete .2 Position metal inserts in accordance with dimensions and details indicated. HENRY KORTEKAAS & ASSOCIATES INC. Page 2 A SECTION 02725 -MANHOLES AND CATCH BASINS 3.3. Installation 1 Construct units in accordance with details indicated, plumb and true to alignment and grade. 2 Complete units as pipe laying progresses. Maximum of [three] units behind point of pipe laying will be allowed, .3 Pump excavation free of standing water and remove soft and foreign material before placing concrete base. 4 Cast bottom slabs directly on undisturbed ground, set precast concrete base on I50 mm minimum of well compacted granular material]. 5 For precast units: .l Set bottom section of precast unit in bed of cement motaz and bond to concrete slab or base. Make each successive joint watertight with approved, cement motor. 2 Clean surplus mortar andjoint compounds from interior surface of unit as work progresses. .3 Plug lifting holes with [precast] concrete plugs set in cement mortar. .6 For sewers: .1 Place stub outlets and bulkheads at elevations and in positions indicated. 2 Bench to provide a smooth U-shaped channel. Side height of channel to be [0.75 times] [full] diameter of sewer. Slope adjacent floor at [ 1 on 10]. Curve channels smoothly. Slope invert to establish sewer grade. Installing units in existing systems: 1 Where a new unit is to be installed in an existing run of pipe, ensure full support of existing pipe during installation, [andcazefully remove that portion of existing pipe to dimensions required] ahd install new unit as specified. 2 Make joints watertight between new unit and existing pipe. 3 Where deemed expedient to maintain service azound existing pipes and when systems constructed under this project aze ready to be put in operation, complete installation with appropriate break-outs removals, redirection of flows, blocking unused pipes or other necessary work. 8 Se[ frame and cover to required elevation on no more that [4] courses of brick. Make brick joints and join brick to frame with cement mortaz, parge and make smooth and watertight. .9 Clean units of debris and foreign materials. Remove fins and sharp projections. Prevent debris from entering system. ' .10 Install safety platforms in manholes of depth of [5]m or greater, as indicated. e HENRY KORTEKAAS & ASSOCIATES INC. Page 3 SECTION 02725 -MANHOLES AND CATCH BASINS 3.3. Leakage Test l Install watertight plugs or seals on inlets and outlets of each new [sanitary sewer] manhole and fill manhole with water. Leakage not to exceed 0.3% per hour of volume of manhole. 2 If permissable leakage is exceeded, correct defects. Repeat until acceptable. 3 Consultant will issue Test. Certificate for each manhole passing test. End of Section HENRY KORTEKAAS & ASSOCIATES INC. Page 4 i SECTION 0900 -~.- j /'.~ PRODDCT SPECIFICAflOMS SURFLEX 5>•,u~,n.,M.. 3. Surflex maintains all materials in sealed containers until the time of application to ensure protection against contamination from earth and other construction materials. 1.6 TESTING 1. When requested, SurFlex Systems Inc. shall engage a testing agency acceptable to the Owner to perform material evaluation tests. 1.7 JOB CONDITION. Limitations for Application of Concrete and Rubberized Surfacing: Comply with the following requirements: a) Apply rubber surfacing when ambient temperature is above 41 deg F (5 deg C) and when temperature has not been below 35 deg F (2 deg C) for 12 hours immediately prior to application. Do not apply when base is wet or contains an excess of moisture. Moisture content shall not exceed 6%. Measurement tool must be applied throughout the entire surface with instant readings providing reproducible results. b) This product shall not be applied to surfaces with gradients exceeding 30 degrees or 1 unit vertical to 1.75 units horizontal unless specifically designed by Surflex Systems. 1.8 CLEAN UP 1. All existing areas affected by the installation shall be restored to original condition and to the owner's satisfaction. ' 1.9 WARRANTYIGUARANTEE 1. Surflex Systems Inc. warranties all rubber surfacing materials and workmanship for a period of fve (5) years from the date of substantial completion. Surflex shall, during the warranty period, replace or otherwise remedy all defects in the rubber surfacing resulting from poor materials andlor workmanship. Surtlex cannot warranty concrete installations by others and/or their affect on the integrity of our product should they fail. ~_ Rubber Surfacing on Concrete Base Splash PadsM/aterplay Page 2 SECTION 0900 .~~~ suRF~Ex PRODUCT SPECIFICAnONS =~"~'~'°° RUBBERIZED SURFACING ON CONCRETE BASE FOR SPLASH PADS PART1-GENERAL 1.1 DESCRIPTION OF WORK The work under this section shall include the supply and placement of rubberized safety surfacing for water play/splash pad facilities on a cast-in-place concrete base. This specification shall be read in conjunction with the attached detail, RW-2. 1.2 RELATED WORK IProiect Soecificationsl a) Earthworks b) Granular Placement ' c) Cast-in-place concrete 1.3 REFERENCE STANDARDS All work performed shall comply with the following standards where applicable: CSA Canadian Standards Association CAN/CSA-2614-98 Standards for Children's Play spaces and Equipment ASTM American Society for Testing and Materials 1.4 RUBBER SAMPLES 1. Samples of colour granules shall be provided for initial selection with the full range of colors available. 1.5 QUALITY CONTROL 1. Products supplied for work shall be new and of superior quality. 2. All work is performed by skilled installers having a minimum of two (2) years experience in the rubber surfacing industry. Our installers are skilled tradesmen that have been trained by the trowel method and have a minimum of 15 Municipal surface applications across Ontario with the appropriate references. J ie Rubber Surfacing on Concrete Base Splash PadsM/aterplay Page 1 SECTION 02878 -SITE FURNISHINGS PART II -PRODUCTS 2.1. Materials 1 All fumishings aze to be as specified on drawings. PART III -INSTALLATION .1 All site furnishings to be installed as per the manufacturer's specifications and details. .2 Layout as per drawings and subject to the approval of the Owner or Consultant. End of Section HENRY KORTEKAAS & ASSOCIATES INC. Page 2 i~ SECTION 02878 -SITE FURNISHINGS PART I -GENERAL 1.1. Descrio[ion .1 This section specifies the supply and installation of all site furnishings including benches, waste receptacles, and all other site furnishings. 2 Comply with al] requvements for the General Conditions. 3 Related work elsewhere: Section 02614 -Concrete 1.2. Quality Assurance .1 All installation of site furnishings will be carried out by experienced personnel under the dvection of a skilled foreman and in strict accordance with all drawings, and manufacturer's specification. 1.3. Submittals .l The contractor will make available a sample of all site furnishings for approval by the Owner or Consultant. 1.4. Product Delivery Storaee & Handlin .l Protect all materials from harmful exposure during transportation to the site. 2 Upon delivery, store all materials offthe ground and protect from adverse conditions to prevent deterioration, damage, or impairment of structural or other essential properties. .3 All damaged or deteriorated materials will be rejected and must be removed from the site immediately. 1.5. Site Examination .I The contractor shall report to the Consultant, in writing, of any conditions or defects encountered on the site during or before construction, upon which the work of this section depends and which may adversely affect its performance. .2 Do not commence work until such conditions or defects have been investigated and corrected. 3 Where required, layout all shuctures on the site and give timely notice to the Consultant to allow for inspections before commencing work. HENRY KORTEKAAS & ASSOCIATES INC. Page 1 SECTION 02865 -BASKETBALL POST AND BACKBOARD PARTI-GENERAL 1.1. Generallnstructions .I Comply with all requirements for the General Conditions 1.2. Related Work .1 Related work: Section 02210 -Earthworks Section 02614 -Concrete 1.3. Base Bid .1 Tender price is based upon model specifications and not unauthorized alternatives. PARTII-PRODUCTS 2.1. Concrete 1 Conform to the requirements of Section 03300 -Cast in Place Concrete. 2.2. Eauioment .1 Conform to the specific manufactured product as listed on plans. PART III -EXECUTION 3.1. Installation .1 Co-ordinate with installation of basketball base materials and pavement. 2 Ensure concrete foundation and post are installed prior to final asphalt layer. Cutting of asphalt is not permitted. .3 Painting, touch up and net installation should be completed when Substantial Completion is achieved for the project. END OF SECTION HENRY KORTEKAAS & ASSOCIATES INC. Page 1 SECTION 02823 -PLANTING 3.3. Installation of Planting Accessories .1 Wrap all trees over SOmm caliper. Apply wrapping in a spiral manner from grade to above the second branch. Secure wrapping with suitable cord. 2 Stake or guy al] trees as outlined in the drawings and detail. 3.4. Pruning 1 P . rune plane after planting to compensate for root loss and in such a manner that the natural shape and character aze retained. Do not cut a leader. Use only clean and sharp tools, conforming to proper horticultural practice. 3.5. Mulching .1 Where a mulch is called for, place a minimum 100mm depth of shredded bazk mulch over the planting azea. Use only specified mulch. No other type of mulch is acceptable unless approved in writing by the Consultant. 2 C . ut and spread a 900 x 900 mm piece of approved landscape cloth azound the base of each tree and shrub before mulch is spread. a 3.6. Clean-uo .l At the completion of planting operations, remove all surplus material from the site at no extra cost. 2 Make good all damage resulting from planting operations at no extra cost. 3 Maintain all azeas neat and tidy at all times until final acceptance. End of Section i, I II HENRY KORTEKAAS & ASSOCIATES INC. Page 7 ~' SECTION 02823 -PLANTING 6 2.3. Mixes 1 Provide standard planting soil mix as follows: 6 parts dark loam topsoil, to 2 parts well rotted cow manure and I part peatmoss. (Mix thoroughly and provide sample prior to planting.) 2 Add bone meal at the rate of .58 kg per cubic metre and mix thoroughly for each tree or planting bed. .3 Be prepazed to adjust the above rate in response to the soil analysis report. 2.4 Planter Soil Mixes .1 Provide soil mix equal as per drawings, or approved. PART III -EXECUTION 3.1. Preparation 1 Obtain the approval of the Consultant of all planting excavations 2 Apply topsoil to a depth of 450 mm for shrub and ground cover beds. 3.2. Installation of Plant Material 1 Planting shall be done during periods suitable with respect to weather conditions and locally accepted practice and to the Consultant's approval. u ~. r L.~ l''"ll .2 Ensure width of all planting excavations is 3 times the diameter of the rootball. 3 Place plant plumb in the centre of the planting pit with a minimum of I SOmm of compacted planting soil mixture under the rootball. Face the plant to give the best appearance or relationship to adjacent structures. Cut away any ropes which might girdle the tree. Remove all rope, wire, and burlap from top of the rootball. 4 Place bare root plants so that the roots lie in a natural position. .5 Backfill with planting soil in 150mm layers and firmly tamp each layer to ensure the plant remains plumb. Ensure no air pockets remain around the roots. 6 Water thoroughly when hole is I/2 full of tamped soil mixture and again when the operation is complete. 7 Except for plants in planting beds, construct an earth saucer azound each plant equal to the diameter of the rootball and 100mm minimum depth to retain water around the roots. HENRY KORTEKAAS & ASSOCIATES INC. Page 6 CIS ', J l.'•I SECTION 02823 -PLANTING 5 Plant Material: true to name and type, structurally sound, well branched; healthy and vigorous and free from disease, insect infestations, rodent damage, sun scald, frost cracks, and other abrasions to the bazk and densely foliated with a healthy, well developed root system. Pmning wounds must show vigorous bark on all edges and all parts must show live and green cambium tissue when cut. 6 Al] material must conform to the sizes shown on the plant list, except that lazger material may be used when approved by the Consultant. Use of larger plants will not increase the contract price. Plant material sizes must conform to the following standards: a. caliper -diameter of the trunk measured 150 mm above the normal grade azound the plant. b. height -measured from the normal grade around the plant to the top of the main foliage mass. c. spread -the diameter of the main foliage mass, at its widest point. 2.2. Other Material 1 To soil: a fertile, friable, natural loam; mechanically screened, containing not less than 4% organic matter for clay looms and not less than 2% organic matter for sandy looms to a maximum of I S% and capable of sustaining vigorous plant growth, free of subsoil contamination, roots and stones over 25mm diameter, reasonably free of weeds (as determined by the Consultant) and having a pH ranging from 6.0 to 7.5. .2 Peat moss: partially decomposed fibrous form of cellulaz stems and leaves of sphagnum moss, free of woody substance and harmful mineral matter, having a pH range of 4.5 to 6.0 and furnished in air dry state packed in standazd bags of bales showing the name of the manufacturer. 3 Tree Wrao: 225 g burlap supplied in strips 150 mm minimum to 250 mm maximum width or heavy, waterproof crepe paper 100 mm to 150 mm wide. .4 Anchor stakes: meta] `T' bars 51 x 51 x Smm - 2500mm long. 5 Timber: SOx50mm - 2500mm long 6 Wire: #10 galvanized wire for trees 75mm caliper or larger and #11 gauge galvanized wire for smaller trees. 7 Hose: two ply, reinforced, 13mm diameter, new, black rubber garden hose. 8 Mulch: as specified on details. 9 Rodent Guards :600mm whips, 900mm for feathered and all larger trees. 10 Fertilizer Tablets : as per details. l1' HENRY KORTEKAAS & ASSOCIATES INC. Page 5 CIS SECTION 02823 -PLANTING pT~ e. Keep all accessories in good condition and properly adjusted. Repair or replace accessories when required at no extra cost. 4 The Contractor shall be responsible for making monthly inspections of al] plantings during the guarantee period and submit a written report of each inspection to the Consultant. .5 The Contractor shall instruct the Consultant in writing of any corrective or preventative measures necessary to ensure healthy plant growth. Any damage to plants shall be reported in writing to the Consultant. 6 At the time of acceptance, all material must be in a healthy vigorous growing condition. Beds and tree pits must be free of weeds, rubbish or debris. 1.9. Guarantee 1 Submit written guarantee that all caliper plant materials shall be guaranteed for a period of twenty-four (24) months, commencing on the date of acceptance of substantial performance or Municipality acceptance, which ever is later. 2 The guarantee period for approved "collected plants" shall extend for a period of one (1) year beyond the period stated above. x a 3 During the guarantee period, the Contractor shall make monthly inspections and replace all plants which are dead, missing or which are not in a healthy vigorous growing condition. 4 Supply and plant all replacements in strict accordance with Contract Documents and guazantee replacement as specified. .5 Tag or mark, in a permanently visible manner, all replacement plant material and notify the Consultant, in writing of the date on which replacements were planted. Include a sketch showing location of replaced plants. .6 Plant replacements at a time which is in accordance with good horticultural practice. .7 Remove all accessories and cut at grade? those [ref's which are to be replaced at a later date. Remove plants, which are to be replaced, when found, or when notified by the Consultant. PART II -PRODUCTS 2.1. Plant Material 1 All plant material must be nursery grown and meet the specifications set out in the latest Guide SpeciScations far Nursery Stock prepared by the Canadian Nursery Trade Association (CNTA) for quality and method of cultivation. .2 Nomenclature of specified plants shall conform to the International Code of Nomenclature for Cultivated Plants and the latest edition of Standardized Plant Names. .3 Any plant material not conforming to 2.1.1 above will be designated as collected plants. .4 Collected plants may only be used when approved in writing, by the Consultant. HENRY KORTEKAAS & ASSOCIATES INC. Page 4 1" SECTION 02823 -PLANTING ].7. Insoections I Make plant material available for inspection at source of supply andl'or upon arrival on the site by the Consultant. 2 Approval of plant material at source will not impair the right of the Owner or Consultant to inspect plants upon arrival on the site or during the course of construction and to reject plants which have been damaged, or which, in any way, do not conform to the specifications. 3 If partial acceptance is desired, give timely notice to the Consultant in writing. 4 Partial acceptance will be given when planting work has been delayed due to circumstances beyond the control of the contractor or where planting would be in conflict with good horticultural practices and would jeopazdize the performance. .5 Planting of materials, prior to inspection by the Consultant will be the Contractor's responsibility. 6 Remove all rejected materials from the site immediately. 7 F i h ll i urn s a nspection certificates as may be required by federal, provincial and other applicable regulations. .8 Labels shall indicate vaziety, grade and size of each plant specimen or bundle. Do not remove any labels from plants until final or partial approval by the Consultant, or as directed. 9 Fi l i na nspection of all plant material will be made at the end of the specified guarantee period. All plants must be in a healthy growing condition at the time of this inspection. 1.8. Maintenance l Prepaze and present to the Consultant, two copies of a maintenance schedule prior to the beginning of the guarantee period. .2 All plant materials shall be maintained by the Cortiractor immediately after any planting has been installed and shall continue until the date of final acceptance. 3 Maintenance shall include al] measures necessary to establish and maintain al] plants in a vigorous and healthy growing condition, including but not limited to: a. Weeding of planting beds and tree pits. Use herbicides in accordance with the manufacturer's directions. Make good any damage, resulting from herbicide use at no extra cost. b. Watering when required and in sufficient quantities to saturate the root system. c. Pruning, including the removal of dead or broken branches, and treatment of pruning wounds with approved dressing. d. Disease and insect control when required. Use chemical methods in accordance with the manufacturer's directions. Make good any damage at no extra cost. HENRY KOR TEKAAS & ASSOCIATES INC. Page 3 SECTION 02823 -PLANTING Coniferous Tree Height Root Ball Diameter 1.00 m 60 cm 1.50 m 60 cm 1.75 m 65 cm 2.00 m 70 cm 2.25 m 75 cm 2.50 m 80 cm 8 Cut all roots cleanly when digging plants. Split roots are not acceptable. Cut roots even with the edges of the rootball. 9 Protect all plant material from damage and breakage. Protect all parts of the plant material from drying out from the time of digging until they aze installed. 10 Do not transport plant material in an open truck unless it is adequately protected from sun and wind. .l 1 Cazefully tie m all branches before transporting. 12 Pad all points of contact between plant material and equipment. .13 Heel in any plant material that cannot be planted during the current day's operations. 14 Keep all roots and rootballs moist prior to planting. 15 Do not remove labels attached to plants, until after fmal inspection. 1.4. Soil Testin l If required by the Consultant, the sail shall be tested for N, P, K and minor element values, soluble contents, organic matter and pH value. .2 Arrange for, and assume all costs for such testing. Testing shall be carried out by a reputable firm, approved by the Consultant. .3 The Contractor shall submit the soil analysis report to the Consultant prior to the commencement of work. When the source of such topsoil is exhausted, topsoil form a new source shall not be used until it is tested, and approved by the Consultant. 1.5. Job Conditions I Proceed with planting operations during suitable weather conditions. 1.6. Substitutions I Supply and install plant material as specified on the plant list. Substitutions with other plant material will only be allowed with the written approval of the Consultant. 2 Give timely notice, in writing, to the Consultant when applying for substitutions. HENRY KORTEKAAS & ASSOCIATES INC. Page 2 i~ SECTION 02823 -PLANTING PART I -GENERAL 1.1. Descrio[ion 1 This section specifies the supply and planting of trees, shrubs and ground covers. .Z Comply with all requirements of the General Conditions. 3 Related work elsewhere: Section 02822 -Sodding and Topsoil 1 2 Q lit A . . ua y ssurance .1 Planting work is to be carried out by experienced personnel under the direction of skilled foreman and in strict accordance with the Specifications and best horticultural practice. 1.3. Product Deliverw Storaea and Handlin 1 Supply manufactured items such as super phosphate, fertilizer tablets, mulch, etc., in standard containers, cleazly indicating contents, weight, component analysis, and the name of the manufacturer. 2 Store manufactured materials, subject to deterioration, in a weatherproof place on site and in such a manner that their effectiveness is not impaired. 3 Supply plant material as specified on the plant list. 4 Dig material, specified "B.R." (bare root) on the plant list, while in a dormant state and with the majority of the root system intact. Immediately after digging, wrap the roots in wet burlap and keep burlap wet during transport and storage. .5 Provide all material, specified "B. & B" (balled and burlapped) on the plant list, with a solid, earth rootball, wrapped in burlap. .6 Do not plant material with broken or abraded trunks or branches, or with broken or cracked rootballs, or plants which are strongly desiccated, as they will be subject to rejection upon arrival on the project site. 7 Provide rootballs of the following minimum sizes to meet the corresponding tree size. Ensure the rootball is large enough to accommodate at ]east 75% of the fibrous root system. Deciduous Trees Caliper Root Ball Diameter 50 mm 75 cm 60 mm 80 cm 70 mm 85 cm 80 mm 90 cm 90 mm 100 cm ~~i HENRY KORTEKAAS & ASSOCIATES INC. Page 1 SECTION 02822 -TOPSOIL AND SOD 3.4. Protection alter Completion 1 Assume full responsibility for protection of all sodded areas from all sources until performance acceptance. 2 Erect protective barriers and post signs where necessary and maintain same until performance acceptance. 3 Remedy all damages, wash-outs and eroded areas resulting from weather, improper protection or other causes. 3.5. Clean Uo .1 The Contractor must leave the site in a neat and orderly condition upon completion of work on a daily basis, all to the satisfaction of the Contract Administrator. End of Section HENRY KORTEKAAS & ASSOCIATES INC. Page 4 SECTION 02822 -TOPSOIL AND SOD PART III -EXECUTION 3.1. Preparation 1 Rototill all areas that aze to receive new sod. Cultivate to a minimum depth of 100mm. Remove all rocks, roots and grass or weed clumps from the surface. .2 Compact surface to 85% Standazd Proctor Dry Density. 3 Scarify to a depth of 25mm before placing additional topsoil or sod. 3.2. Soreadin of Topsoil 1 Spread dry topsoil during dry weather over approved, dry, unfrozen subgrade where sod is to be installed. .2 Keep topsoi125mm below fmished grade for sodded areas. 3 Fine grade topsoil eliminating rough and low areas and to ensure positive drainage. .4 Roll topsoil with a 50 kg roller to compact and retain surface. Finished depth of prepared topsoil to be minimum 100mm. .4 Provide a fmished topsoil surface that is smooth and firm against footprints with a fine, loose texture before sod is placed. 3.3. Installation .1 Lay sod with tight buttjoints. Do not leave any open joints or overlap adjacent pieces of sod. AI[emate joints on each row of sod. .2 Ensure finished sod surface is flush with adjoining grass areas, pavement or top surface of curbs. .3 On slopes steeper than 4:1, lay sod perpendiculaz4o the slope and peg each row at intervals of not more than 600mm on each side of the sod strip. Drive pegs flush with surface of sod. 4 Immediately after installation, water the sod with sufficient quantity of water to penetrate the sod and the top SOmm of the underlying topsoil. 5 Apply 8-32-16 slow release commercial fertilizer at the rate of 22 kg per 1000 squaze metres. .6 When sod has dried sufficiently to prevent damage, roll all sodded areas to ensure a good bond between sod and topsoil. 7 Protect all newly sodded areas with warning signs or barricades. 1 HENRY KORTEKAAS & ASSOCIATES INC. Page 3 SECTION 02822 -TOPSOIL AND SOD 1.7. Accentance Maintain sod in good condition until acceptance. l 2 At the time of acceptance, the grass must not be more than SOmm high. Minimum acceptable cut height is 45mm. All sod must have a healthy and even stand of grass, free of thin, poor or burned-out patches. .3 Acceptance will be given when the sod is properly rooted, free of bare and dead spots and reasonably free of weeds th the opinion of the Contract Administrator. 4 Replace any deteriorated sod with new sod at the direction of the Contract Administrator. 5 The Contractor is responsible for a minimum of one cut of grass or as many cuts as required until acceptance. 1.8. Guarantee Submit written guarantee that all sodding shall be guaranteed for a period of one (1) yeaz commencing on the date of acceptance of substantial performance. .2 During the Guarantee oeriod, the Contractor shall make monthly ins eco tions and replace all sod which is dead, or is not in a healthy vigorous growing condition. PART II -PRODUCTS 2.1. Materials .l Grass sod: Certified No.l grade cultivated turf grass sod with a composition of 50% Kentucky Blue Grass and 50% Blue Cultivar either "Fylking" or "Baron" or as specified on the drawings, grown and sold in accordance with NSGA classifications. At the time of sale it must have a strong, fibrous root system and be free of stones and burned or bare spots. Damaged and broken pieces shall not be laid and shall be removed from the site immediately. .2 Sod pegs: 25mm x 25mm x 230mm (minimum IeAgth). Ensure pegs are long enough to securely anchor sod. 3 Topsoil: a fertile, friable, natural loam; containing not less than 6% organic matter for clay looms and not less than 4% organic matter for sandy looms to a maximum of 15%, and capable of sustaining vigorous plant growth, free of subsoil contamination, roots and stones over 25mm diameter, reasonably free of weeds (as determined by the Contract Administrator), and having a pH ranging from 6.0 [0 7.5. .4 Topsoil depth to be a minimum of 150 mm. HENRY KORTEKAAS & ASSOCIATES INC. page 2 SECTION 02822 -TOPSOIL AND SOD PART[- GENERAL 1.1. Description l This section specifies the supply and placing of sod as per drawings. .2 Comply with all requirements of the Genera] Conditions. 3 Related work elsewhere: Section 02823 -Planting 1.2. Oualitv Assurance 1 The contractor must have 5 years experience in sodding work. 1.3. Product. Deliverv Stora a and Handlin I Deliver sod to site within 24 hours of being harvested and lay sod within 48 hours thereafter, depending on suitable weather conditions and in accordance with good horticultural practice. 2 Small irregular or broken pieces of sod will not be accepted. 3 Prevent sad from drying out on site. 1.4. Samnle l Complete the installation of one sample panel of sod of a minimum 25 mz (one side minimum 2.Om) and have inspected and approved by the Contract Administrator prior to proceeding with the balance of sodding operations. All other work shall conform to this approved sample. 1.5. Soil Testine I If required by the Contract Administrator, the soil shall be tested for N, P, K and minor element values, soluble salt contents, organic matter content and pH value. 2 Arrange for, and assume all costs for such testing. Testing shall be carried out by a reputable firm, approved by the Contract Administrator. .3 The contractor shall submit the soil analysis report to the Contract Administrator prior to the commencement of. When the source of such topsoil is exhausted, topsoil from a new source shall no[ be used until it is tested, and approved by [he Contract Administrator. 1.6. Inspection I The Contractor shall verify that the final site grades aze in accordance with the grading plan. Obtain the approval of the Contract Administrator of the finished topsoil surface before proceeding with sodding. 2 The Contractor shall give timely notice, in writing, that all work has been completed and maintenance period is to begin. HENRY KORTEKAAS & ASSOCIATES INC. Page 1 I I SECTION 02780-PLAY EQUIPMENT & INSTALLATION .6 Playground surfacing is NOT part of this specification. 7 Layout and installation of the play components, equipment and composite structures shall conform with this specification and all safety standazds including the latest edition of the CSA standards. 8 Upon completion of the installation, touch-up paints, spaze parts and assembly hazdware package and manual aze required to be submitted for future maintenance use by Town's staff. .9 All excess and excavated materials from installation works shall be disposed of off site. 3.3 Site Installation [nsoections and Aaarovals 1 All site installation inspections shall be conducted by the Landscape Architect including a Municipal representative to inspect for compliance with this specification and all safety standards including the latest edition of the CSA standards. 2 Prior to any installation work, the supplier shall give the Landscape Architect a minimum of 24 hours notice before any equipment, supplies or personnel are to enter the site. 3 The supplier shall inform and schedule with the Landscape Architect, inspections for the completion of all footing excavations before and after concrete placement. On site approvals from the Landscape Architect will be required prior to commencement of installation work. .4 A comprehensive audit inspection of the play components, equipment and composite structures shall be conducted upon the completion of all installation End of Section HENRY KORTEKAAS & ASSOCIATES INC. Page 4 SECTION 02780 -PLAY EQUIPMENT & INSTALLATION 2.2 Concrete Foatin s Concrete for footings shall be 25MPa at 28 days and poured into minimum 750mm continuous sonotube. See Section 3.3.1 2.2 Lavout and Desi n Requirements I All layout and design of playgrounds with play components, equipment and composite stmctures shall conform to the latest edition of the CSA standards. 2 Layout to be approved by the Landscape Architect. 3 Maximum number of events accessible at ground level. .4 Any alternatives for securing play features must be approved by the Landscape Archictect. PART III -EXECUTION 3.1 Reviews and Approvals .1 Landsca e A hi h p rc tect s all approve of the supplier or suppliers for all play components and equipment, installer or installers of all play components and equipment. .2 The installation of all play components, equipment and composite stmctures will be inspected and approved by Landscape Architect for method of installation and layout to ensure compliance with this specification and all safety standards including the latest edition of the CSA standards. 2 The Landscape Architect must approve the manufacturing, layout, design, method of installation and layout installation to ensure compliance with this specification and all safety standards including the latest edition of the CSA standazds. 3.2 Site Conditions . ] Check and if ll i ver y a s te conditions. Report any discrepancies to the Landscape Architect. 3.3 Finishing 1 Method of installation is to include concrete footings in continuous sonotube or approved equal. Top of concrete footing shall be flush with finished subgrade and extend a minimum of 750mm below finished grade. Method of installation for composite stmctures is to include concrete footings (as above) ' , or min. I '/d x 5" wide continuous standazd channel iron stringers at 6.7 Ibs, per foot as per manufacturer's specifications t l o approva of the Landscape Architect. 3 Not withstanding item 3.3.1, where footings must be extended into the play surfacing, top of concrete footing shall be a minimum of 400 b l mm e ow the top of finished play surface and 400mm below the top of curb or edge of playground. 4 Where protective surfacing is enclosed by curb or other edging, finished grade of protective surfacing shall be flush with top of enclosure unless otherwise specified. ' .5 Total depth of surfacing shall be minimum 600mm unless otherwise specified. HENRY KORTEKAAS & ASSOCIATES INC. Page 3 I~ SECTION 02780- PLAY EQUIPMENT & INSTALLATION .3 All hardwaze, fasteners, clamps and brackets shall be galvanized and tamper proof. 4 Any welding methods are to conform with CSA standards W47.1 and W59. 5 All welding is to be treated with a rust inhibitor. .2 Plastic Components: .I Al] plastic components are to be compression molded 19mm (3/4") thick minimum. 2 All plastics are to be UV stabilized high density polyethylene with anti-static guard. 3 All molded plastic pieces are to have smooth and even surfaces. 2.2 Plav Components, Eauioment and Accessories l The following items of materials, components, equipment accessories will NOT be accepted by the Landscape Architect: l any wood component or equipment 2 clear plexi-glass panel or bubble 3 fully enclosed tube for crawling or sliding 4 . exposed cable or rope net .5 plastic coated chains .6 `S' hooks 7 plastic roofs 8 silicone, caulking, liquid plastic or construction adhesives .2 The following items of materials, components, equipment and accessories are required by the Landscape Architect: l All slides must have enclosed hoods 2 Where a sitting section is at the entrance to the slide, the hood must completely cover t~1 this section. 2.2 Paints and Finishes l All paints and finishes are to be non-toxic and UV protected, powder coated aluminum or electro statically applied or galvanized, acid treated, primed and painted steel. 2 The Municipality will select the colours for the play equipment at the time the order is f placed. 3 Al] surfaces are to be clean and clear of any defects, scratches or welding splatter that may be considered dangerous to personal safety or not aesthetically appealing. HENRY KORTEKAAS 3c ASSOCIATES INC. Page 2 `w SECTION 02780 -PLAY EQUIPMENT & INSTALLATION PART I -GENERAL 1.1 Description Work of this Section includes the supply and installation of play components, equipment, composite structures and accessories. 1.2 Delivery and Schedulin .1 Schedule deliveries of items for installation to coordinate with related site works. 1.3 Samples Submit colour samples of all fmishes specified. Samples should be representative of the range of colour vaziation, which will be encountered for the project. 1.4 Maintenance Re air Kit .1 Supply a maintenance repair kit for the supplied playgound equipment. Include with the repair kit any custom designed tools which are required for installation. 1.5 Maintenance Repair Manual Supply a maintenance repair manual for the supplied playgound equipment. Include with the repair manual detailed information of all playgound components and hardware used. 1.6 Qualifications The design and manufacturing of all play components, equipment, composite structure and accessories shall conform with all safety standazds including the latest edition of CSA standazds. Submit a copy of the certification by the manufacturer. 2 The installation layout of all play components, equipment and composite structures shall conform with all safety standards including the latest edition of CSA standards. 3 The installation method of al] play components, equipment, composite structures and accessories shall be completed by a Canadian Certified Playgound Inspector as recognized by the Canadian Parks and Recreation Association. Submit a copy of the certification from play equipment installer [o the Town prior to star[. PART II -PRODUCTS 2.1 Materials .1 Metal Components: 1 All uprights are to be minimum 60mm x 60mm x 3 mm (2 3/8" x 2 3/8" x . I25") metal posts or approved equal. 2 All metal is to be clean, new, first grade steel bathed in acid and coated with a baked on polyester powder coating or approved equal. HENRY KORTEKAAS & ASSOCIATES INC. Page I SECTION 02726 -SEWERS AND APPURTENANCES The maximum allowable infiltration shall not exceed 30 and 75 litres per mm of pipe diameter per km per 24 hours for sanitary and storm sewers respectively, including connections. b) Exfiltration The maximum allowable exfiltration shall not exceed 45 and 105 litres per mm of pipe diameter per km per 24 hours for sanitary and storm sewers respectively, including connections. The minimum head on the section of sewer being tested shall be 900 mm measured from the crown of the pipe at the highest end, provided that the maximum head shall not be greater than 4500 mm. c) Air Test Air shall be introduced into the section of sewer being tested until 24 KPa gauge pressure has been reached. The time required for the pressure to drop by 7.0 KPa from 20 KPa to 13 KPa shall not be less than shown in the following table Nominal Pipe Diameter Minimum Time Loss ~ (mm) (Sec) I50-300 60 375-450 120 525-750 180 "- 825-900 240 1.15. Material .1 All material to be used under these specifications and as shown on the drawings shall conform to the requirements of the Municipality and be in accordance with their approved list of manufacturers. The Contractor shall be responsible for submitting a list of E proposed material to the Contract Administrator prior to commencing the work and he shall without any extra cost, substitute such material that the Contract Administrator may require. .2 All material stored on the site shall be protected from damage and the Contractor shall, at his own expense, remove and replace any damaged material as directed by the Contract Administrator. 1.16. Completion of Work l The work shall not be considered competed until all work has been done as specified herein and shown on the drawings and approved by the Contract Administrator and [he Municipality. This shall include the backfilling and leveling of al] trenches, manholes and catch basins, the removal of all surplus material, the cleaning up of the entire site, the replacement of all paved and/or gravel roads, ditches, culverts, under-drains, pavements, curbs and gutters, sidewalks, driveways and all existing structures damaged by the construction of the sewers, connections, catch basins, manholes and appurtenances, and c i all work necessary to leave the entire site in a condition satisfactory to the Contract Administrator. 2 As specified herein, the work must also meet the requirements of Municipality and is subject to their inspection and testing prior to the issuing of a completion certificate. End of Section HENRY KORTEKAAS & ASSOCIATES INC. Page 4 SECTION 02726 -SEWERS AND APPURTENANCES Prior to removal of any underground object or utility, the Contractor must obtain the approval from the Contract Administrator and the Owner or operating authority of such object or utility. 1.9. Marker Stakes .I Immediately upon completion of [he backfilling of trenches and excavations the , Contractor shall, at his own expense, supply and erect marker stakes at the end of each connection or to mark the location of any other installation, as directed by the Contract Administrator. The mazker shall consist of SOnunx100mm lumber and be no less than two meters in length. It shall be extended one t b me er a ove ground level and painted according to the direction of the Contract Administrator. 1.10. Placin and Curin of Concrete .1 All concrete work shall be carried out in accordance with Ministry of Transportation and communications Specification Form 9, and to such lines, grades and dimensions as specified on the drawings. 1.11. Quality of Finished Work 1 . The Contractor shall note that any work that does not meet the standards of the Contract Drawings and these Specifications, as determined by the Contract Administrator shall be , removed and replaced at the expense of the Contractor, or at the discretion of the Contract Administrator, payment for the faulty item may be reduced or withheld. 1.12. Material Testin 1 The Contractor shall, at his own expense, supply sufficient quantity and arrange for testing of material as directed by the Contract Administrator, including pipe bedding , material, concrete, brick, etc. 1.13. Flashine I The Contractor shall flush all sewers at the completion of the work. No sewer will be inspected for preliminary approval before they aze thoroughly cleaned. The contractor shall, at his own expense, provide all labour, equipment and water required far this work. , 1.14. Inspection I The Contract Administrator or his representative, will test all sewers for grade line and , leakage. At the discretion of the Contract Administrator, or when required by the Municipality, the sewers may also be inspected by means of a closed circuit TV camera . The Contractor shall provide, at no additional cost, such unskilled assistance as the Contract Administrator may require to carry out the inspection . 2 If defective work is indicated by such inspections, the Contractor shall bear a part of the total cost in the proportion that the number of defective sections of sewer bears to the total number of sections inspected; a section being defined as a length of pipe between adjacent manholes. 3 The Contract Administrator may, at his discretion, test all sewers for leakage by means of infiltration, exfiltration or air tests. a) Infiltration HENRY KORTEKAAS 3c ASSOCIATES INC. Page 3 SECTION 02726 -SEWERS AND APPURTENANCES All excavation shall be protected according to the Ministry of Labour as required, and be ~s kept free of water at all times. The Contractor shall, at his own expense, provide sufficient shoring, pumping equipment and piping for this purpose. 2 Should bad ground occur at the depth of excavation as shown on the drawings, the contractor shall, at his own expense, unless otherwise specified in the Special Conditions of this contract, excavate to firm foundation and backfill to the required lines and elevations with approved material. 3 All excavations in paved roads and where specified on the drawings shall have vertical walls. Included in the respective tendered unit rates, the Contractor shall saw-cut all pavement azeas in straight lines paralleling the proposed work and provide sufficient trench shoring to protect workmen and property. 1.4. Beddin¢ of Sewers and Connections .~ .1 All pipes shall be bedded as shown on the drawings and in the form of Tender. 1.5. Lavinz and Jointin¢ Pioes All pipes shall be carefully laid to line and grade as shown on the drawings. The pipe shall be firmly supported along its entire length. During cold weather, the Contractor shall, at his own expense, heat such materials and carry out such instructions as the Engineer may consider necessary. 1.6. Backfilline . I Unless otherwise specified on the drawings or in the Special Conditions of this contract, backfilling of excavations and trenches shall be made using excavated material. The Contractor shall be responsible for compacting the backfill material for the full depth of the excavation to a minimum of 95% Standard Proctor Dry Density. The Contractor shall, at his own expense, repair any settlements in the backfill material. 2 The unit price tendered for the respective items shall include backfilling of excavations in existing roadway and private driveway with granular `C' material. Road pavements and driveways shall be reinstated as soon as practical.and, unless otherwise specified on the drawings or in the Special Conditions, this work shall be payable under the appropriate roadworks items. 3 The Contractor shall be responsible for separating frozen excavated material and, under no circumstances, will the Contractor be allowed to use such frozen material for backfill. 1.7. Fassework I The Contractor shall prepaze and submit drawings of all falsework to the Contract Administrator when required. All falsework drawings shall beaz the seal of a professional engineer who shall be responsible for the entire falsework design. 1.8. Existine Underground Objects i .I During the construction of the sewer or its appurtenances, the Contractor may encounter `' existing underground objects and utilities. The Contractor shall be responsible for locating and supporting such objects or utilities in a manner satisfactory to the Contract Administrator, or removing and replacing such objects or utility at his own expense. a. HENRY KORTEKAAS & ASSOCIATES 1NC. Page 2 PARTI-GENERAL 1.0. SECTION 02726 -SEWERS AND APPURTENANCES This section specifies the supply and installation of sewers and connections. 2 Related work elsewhere 1.1. Scone of Work Section 02200 Earthwork Section 02612 Asphalt Paving Section 02614 Concrete Q 1 This work shall consist of constructing sanitary sewers and/or storm sewers, including manholes, catch basins, connections and al] appurtenances as shown on the contract drawings. The work shall be constructed in a manner called for by these specifications and to the satisfaction of the Municipality. The Contractor shall be responsible for familiazizing himself with all of the requirements of the Municipality and, whatever necessary, obtaining al] permits, licenses and other documents necessary to carry out the work in a substantial and workmanlike manner. 2 This work shall include clearing the site, supplying all necessary materials, excavating in any material to the lines and levels shown on the drawings, protection of trenches according to the Ministry of Labour as required, dewatering of all excavations, bedding and cover, laying pipe to line and grade as shown on the drawings, jointing, constructing catch basins, manholes and connections, backfilling and compacting all trenches and excavations, removal of all surplus materials to a dump site arranged for by the Contractor and approved by the Contract Administrator, and doing all other things necessary to construct and put in complete working order the sewer systems, house connections, catch basins, manholes and all appertaining structures, including surface restoration of the site, as specified in the contract and shown on the drawings, to a condition satisfactory to the Contract Administrator. 1.2. Clearine Site 1 The unit price tendered for the respective items shall include, unless otherwise specified, all clearing of the site including removal of unsuitable material and debris required to construct the sewers and its appurtenances and, as directed by the Contract Administrator. 1.3. Excavation The Contractor shall excavate in any material to the lines and levels shown on the drawings. The width of the trench at the top of the pipe shall not exceed the following table: Normal Pipe Less Than Diameter (MM) 300 Trench Width At Top of Pipe (MM) 900 375-750 825-1800 1950-3600 OD & 600 OD & 750 OD & 900 If the trench width is exceeded, the Contractor shall, at his own expense, supply and install the type of pipe bedding or class of pipe as directed by the Contract Administrator. HENRY KORTEKAAS & ASSOCIATES INC. Page 1 L~.~ SECTION 09D0 PRODUCT SPECIFICATIONS PART2-PRODUCTS 2.1 AGGREGATE SUB-BASE MATERIALS ~i ~, suRF~Ex ,~a~~m 1. Graded Aggregate for Sub-base: Granular'A' or approved equal consisting of hard durable, angular particles, free from clay lumps, cementation and organic material in accordance wdh OPS Form No. 1010 and capable meeting specified compaction requirements. 2.2 RUBBER GRANULES: EPDM granules shall be pure grade and having a uniform particle size of not less than 1 mm and not exceeding 3mm. EPDM shall be UV stable in extericr environments. 2.3 MATRIX-RESIN: Aromatic Isocyanate. Binder shall be 100% urethane and contain no TDI. 2.4 PRIMER: Resin thinned with acetate solvent. 2.5 PORTLAND CEMENT: ASTM C 150, Type I (general purpose) unless otherwise dictated by site conditions and/or application requirements. 2.6 CONCRETE: 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., unless otherwise dictated by special site conditions and/or application requirements. 2.7 DRAINAGE TILE: 100mm dia. Flexible PVC perforated drainage tile. Refer to grading and drainage plan. PART3-EXECUTION 3.1 1. Examine surfaces indicated to receive paving, with installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of rubber paving. Do not proceed with installation until unsatisfactory conditions have been corrected. Rubber Surfacing on Concrete Base Splash PadsM/aterplay Page 3 SECTION 0900 r ~~ r PRODUCTSPECIFICATIONS suRF~Ex 3.2 SUBGRADE L~ 1. Proof-roll prepared sub grade surface to check for unstable areas and areas requiring additional compaction. Do not proceed with installation of granular sub base until defcient sub grades have been corrected and are ready to receive granular base. 2. Compact soil sub grade uniformly to at least 98 percent SPD of ASTM D 1557 laboratory ,~ density. 3.3 GRANULAR BASE 1. Place granular base course materials to the specified minimum depths as detailed. 2. Place and spread aggregate base uniformly in conformity with design grades and to thickness indicated on detail and in lifts not exceeding 125mm compacted thickness. Compact base uniformly to at least 98 percent SPD. Submit all written test reports and obtain approval prior to placing concrete. 3.4 PLACEMENT OF CONCRETE 1. Transport concrete from mixer to point of deposit as quickly as possible to prevent separation and material loss. 2. Place concrete in a continuous operation until section is completed or between joints (where detailed). Place to depth indicated on detail. 3. Consolidate concrete while being placed. 4. After concrete has sufficiently set, keep exposed surfaces continually moist for at least seven days. 5. Ensure top of concrete does not exceed plus or minus 10mm of fnished grade less combined thickness of rubberized laying and surface courges. ' 6. Ensure that all construction joints are installed as per the layout plan. 3.5 EPDM RUBBER SURFACE COURSE 1. Ensure that concrete has cured for 28 days and that job conditions are clean and conducive to application of rubber surfacing. Final concrete surface to be inspected for moisture content and approved by Surflex Systems Inc. prior to the application of rubber surfacing. 2. Clean concrete surface to the approval of SurFlex Systems Inc. 3. Roll onto concrete surface, one coat of primer at a rate of one (1) litre per 2.75 square meters (30 square feet). 4. EPDM surface mixture to be comprised of selected granule colour(s) and resin in anon-porous container, mix thoroughly with mixer to ensure complete coverage of resin to granules. Rubber Surfacing on Concrete Base Splash PadsM/ateryfay Page 4 a. PRODUCT SPECIRCATIONS SECTION 0900 suRF~Ex $whmr Inc 5. Apply EPDM topcoat mixture uniformly over primed concrete surface at a depth of 10mm. EPDM shall be applied manually by trowel to produce a smooth, and well consolidated surface. 6. Allow EPDM surface coat to dry for a period of 24 hrs. 7. Provide final clean-up. EMD OF SPECIFICATION Page 5 !i Knox Park Electrical -General Requirements Section 16010 Page 1 ' 1.0 General Conditions 1 The General Requirements, Bid Form, Instructions to Bidders, Bid Policies, Special Provisions, the Agreement and the Contract Drawings will form a part of this Specification in the same manner as if they were recited in full herewith. 2 Refer to other Specifications in these Documents to determine their effect upon the work of this section. 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: .1 "Supply" will mean furnishing to site in location required or directed complete with accessory parts. .2 "Install" will mean set in place and secured or affixed to building structure as noted or directed. 3 "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 Underwriters' Laboratories of Canada Canadian Electrical Code Electrical Safety Authority Ontario Electrical Safety Code Canadian Underwriters Association National Building Code Ontario Building Code Veridian Connections 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. LJ [` Knox Park Electrical -General Requirements Section 16010 Page 2 ' 2 Electrical materials will be C.S.A. or equal, approved and be so labeled. Materials not C.S.A. approved will receive acceptance for installation by Electrical Safety Authority Special 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 The acceptance of materials installed presumes that materials have not been damaged or exposed to conditions that would be considered tp adversely affect pertormance and life expectancy. 2 If, in the opinion of the owner's representative materials have sustained damage, or have been exposed to abnormal conditions, it will be the responsibility of the contractor to have such tests pertormed as deemed necessary by the owner's representative to establish condition and therefore, acceptability of installed materials. 3 T ill b t d d b es s w e con ucte y independent testing specialists acceptable to the owner's representative who will provide written report of tests directly to the owner's representative. 6.0 Examination of Site & Conditions 1 Examine the site, local conditions and the complete set of landscaped 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 interterence 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 owner's office. Any item affecting the price is to be in writing. 7.0 Workmanship 1 Workmanship and method of installation will conform to best standards and practice and will be performed to approval. Licensed electricians holding valid Ontario Ministry of Trades Certificates of Qualifcation will perform all work and they will be employed by a licensed electrical contractor. Only sub-contractors listed on the tender form will be employed on this project. 8.0 Co-operation and Responsibility C 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. Knox Park Electrical -General Requirements Section 16010 Page 3 2 Co-operate with the landscape contractor engaged on the work 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 may not be used for construction purposes except as otherwise directed in writing by the owner's representative. 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 Bylaws and Regulations 1 Work will conform to latest rules, regulations and definitions of Canadian Electrical Code and applicable Municipal and Provincial Codes and Regulations, and with 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 E 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. 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 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 owner, and defects will be corrected and made good, except in case of defects occurring from misuse by occupants. j Knox Park Electrical -General Requirements Section 16010 Page 4 ' 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 landscape architectural 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 owner's representative is for the sole purpose of ascertaining conformance with general design concept. This review will not mean that the owner 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 far 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. 18.0 Record Drawings and Specification 1 Maintain record revisions and furnish record drawings for work of this Division Obtain for this ur ose at least two s ts of whit i t . p p e e pr n s. 2 Show on record drawings; all deviations in the work; exact locations for all electrical services buried below pavement and soft landscaping material; 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 in AutoCAD version 2000 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. Knox Park Electrical -General Requirements Section 16010 Page 5 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 labeled. 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 "Approved" Shop Drawings in separate hard cover binder suitably separated and labeled for owner's use. 21.0 Maintenance Data 1 Compile information and prepare two Maintenance Data manuals which will include: 1 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. t 2 Chart showing any necessary seasonal adjustments to electrical apparatus and recommended minimum and maximum time intervals for inspection of all items. 3 Lists of lamps used throughout the project indicating: wattage, voltage, ordering abbreviation and/or catalogue number. 4 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: 1 Remove ali dust, dirt, and other foreign matter from internal surtaces of enclosed electrical apparatus and equipment. 2 Remove all temporary protective coverings and coatings, temporary labels. 3 Clean, repair, lubricate and adjust all mechanism and movable parts of apparatus and equipment leaving it in new condition and operating properly. 4 Balance demand loads for service and distribution feeders within 5 percent upon completion of work and after the facility is in full operation. Knox Park Electrical -General Requirements Section 16010 Page 6 23.0 Inspection and Testing 1 Systems, equipment, and all major items of material will be tested to the satisfaction of the owner's representative and as required to establish compliance with plans and specifications, and with the requirements for the Supply and Inspection Authorities. ~ 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: 1 Test of secondary voltage cables will include megger tests to establish proper insulation resistance, and phase-to-ground resistance of cables. 2 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. 3 Visual examination of switchgear to determine adherence to allowable manufacturing tolerance and compliance with manufacturer's recommended installation requirements. 4 Proper functioning of all systems. 5 Polarity tests - to establish proper polarity connections to all sockets and receptacles. 6 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 inspection certificate from the Electrical Inspection Authority. 3 Perform tests and provide the 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. 26.0 Cutting and Patching 1 Provide openings and sleeves in pavements, as required for work of this Section. 2 Pay for cutting and patching and making good as required for work of this Division. Before commencing, obtain the owner's approval for extent and nature of cutting. Make good disturbed surfaces to the owner's approval. C~ Knox Park 27.0 Schedule of Work 28.0 Hvdro Charges 1 Electrical services and auxiliary services will be maintained continuously without interruption. Interruptions to services will be confined to periods of time to be designated the owner's representative. Include in tender for temporary connections, overtime labour charges, and such related allowances in order to conform to these conditions. 1 The owner will pay the Veridian Connections servicing charges related to this project, directly to Veridian Connection. 2 The electrical contractor will provide the co-ordination with Veridian Connections. END OF SECTION Electrical -General Requirements Section 16010 Page 7 s Knox Park Electrical -Basic Materials and Methods Section 16020 Page 1 1.0 General 1 The General Requirements, Bid Form, Instructions to Bidders, Bid Policies, Special Provisions, the Agreement and the Contract Drawings shall form a part of this Specification in the same manner as if they were recited in full herewith. ~ 2 Refer to other Specifications in these Documents to determine their effect upon the work of this section. 3 Unless specified otherwise, the following instructions shall apply to all sections of Division 16. 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 Paintin 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 fnished 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 co-ordinated to provide uniform appearance. 4 Painting of conduits and supports and other exposed surface work will be done under Painting Section except as noted . .5 Install material in time to be painted together with mounting surtaces. 6 Do not aint over name lates p p . 7 Refer to other Sections for special paint finishes of equipment. 4.D Nameplates 1 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. Knox Park Electrical -Basic Materials and Methods Section 16020 Page 2 3 Identify junction boxes, pull boxes, cover plates, conduits and the like, provided for future extension, indicating their function. "° 5.0 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 of 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 and cable in all soil conditions excavate to 150 mm below and a minimum of 100 mm either side of the cable run. Back fill 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 owner's representative. 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 foot. Hand or machine compact the balance up to grade, using approved 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. Knox Park Electrical -Basic Materials and Methods Section 16020 Page 3 ' 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, soft landscaping 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. 6.0 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 backfill or exterior foundation walls will be 2D mPa concrete fill, full depth to undisturbed earth. 7.0 Conduits, Raceways and Wirewavs 1 Wire and cable will be installed in conduit (or tubing) as follows: 1 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 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. 4 Provide a separafe code gauge supplementary grounding conductor run in each conduit or duct, terminating a ground block at panelboards. 5 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. 6 Install conduits with a 150 mm wide plastic warning tape located 300 mm below finished grade for the full length of the conduit. Obtain approval for routing of conduits. Keep conduits at least 150 mm (6") clear of mechanical pipes, drains. 8.0 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. u Knox Park Electrical -Basic Materials and Methods Section 16020 Page 4 2 Wire and cable unless noted, will be rubber insulated 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 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 #12 AWG RWU insulation. Maximum voltage drop between furthest outlet of any circuit, when fully energized, and panel to which it is connected will not exceed two percent. .6 Number of wires indicated for lighting and power, motor 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 S ld l " ' o er ess connectors nylon-jacketed Vibration-Proof screw-on wire connectors "Ideal-Wing Nuts" rated 600 volts will be used for joints in Branch Wiring. .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 Panelboards, switches, splitters and the like) Code Phase A-Red, Phase B-Black, Phase C-Blue, Neutral-White. 1 .9 The use of exposed plastic-jacketed cables will be subject to approval of local inspection authorities. 9.0 Switches 1 Provide fusible and non-fusible switches of one manufacture NEMA 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: 1 Cutler-Hammer 2 Federal Pioneer Electric 3 Siemens '~" Knox Park Electrical -Basic Materials and Methods Section 16020 Page 5 10.0 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. 11.0 Electrical Service 2 Fuses for motor circuits will be class J Time Delay, HRC, (e.g.: Gould Type AJT). 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. 1 Provide complete electrical service as shown on the drawings and as further described here. r, a I r, r ~: -- 2 Grounding service, equipment, feeders, and the like will be pertormed in accordance with OHEPC regulations and the Veridian Connections requirements. 3 The neutral connector of the wiring system together with the conduit system and service equipment will be bonded to the service ground as near as practical to the service entrance. END OF SECTION L'J °' Knox Park Electrical -Lighting Systems Section 16030 Page 1 1.0 General 1 The General Requirements, Bid Form, Instructions to Bidders, Bid Policies, Special Provisions, the Agreement and the Contract Drawings will form a part of this Specification in the same manner as if they were recited in full herewith. 2 Refer to other Specifications in these Documents to determine their effect upon the work of this section. 3 Unless if d h . spec ie ot erwise, the following instructions will apply to all sections of Division 16. 4 Provide luminaires scheduled, complete with lamps, ballasts and necessary accessories required for their installation and pertormance. 2.0 Materials .1 Catalogue reference numbers given for individual fixture types are to be supplied as specified. 2 H.I.D. lamp ballasts (Metal Halide, High Pressure Sodium, etc.) will comply with CSA Spec. C22-2 No. 66 including amendments for outdoor operation where applicable, and will be compatible with fixture and lamp assembly which they serve. 3 Acceptable ballast manufacturers are: 1 Universal 2 Magnetec 3 Venture/Balastronix 3.0 Shoo Drawinos 1 Conform to the requirements of Section 16010. 2 Submit for review a bound brochure containing illustrations of each fixture. Illustrations to be complete showing dimensions, light distribution and mounting requirements Illustrations to be noted to indicat i l . e spec a features and finishes. A copy is to be retained by the contractor on the site, to ensure co-ordination of installation requirements. 4.0 Lamos 1 Provide lighting fixtures with a full complement of clear lamps, unless otherwise specified. 2 H.I.D. lamps will be of the type recommended by the manufacturer of the fixture in which they are to be installed, and compatible with ballasts installed. 3 Acceptable lamp manufacturers are: .1 Canadian General Electric 2 Osram/Sylvania 3 Philips 5.0 Type A Pole I Luminaire Assembly 1 A complete lighting assembly consisting of a StressCrete direct buried, octagonal, concrete pole and a Cooper Lighting "Concourse III" Luminaire. J Knox Park Electrical -Lighting Systems Section 16030 rF Page 2 2 The concrete pole will be StressCrete #E200-APO-G-E11c/w140-25/35 ', pre-stressed "DBcor Series" tapered octagonal 20 foot long finished in #E11 Eclipse (Black), etched aggregate. .3 Each pole will have a cast tamper proof, black, hand hole cover, a pole top tenon (2.5" dia. O.D. X 3.5" long), and acast-in ground wire. 4 The luminaire will be Cooper Lighting "Concourse III" #CAL-70-HPS-120- 3F-BK-CA43R-BK (Black) 70 watt 120 volt high pressure sodium with a high power factor high pressure sodium ballast and an Intermatic #K4021C 1000 watt rated integral button photo cell in the first luminaire in the circuit. 5 The luminaire will have NEMA Type III hydro-formed distribution reflector, a #CA43R-BK round mounting arm fora 2.5" O.D. pole top tenon. .6 Each luminaire and mounting arm is to be finished in black, powder coat thermoset acrylic enamel. 7 The overall pole length is to be 20 feet, (6096mm) for a finished 15 foot (4572mm) mounting height. 8 The luminaires are to be wired with #10 RWU from the pole hand holes. 6.0 Tvoe G Gazebo Luminaire .1 A complete lighting assembly consisting of a Cooper Lighting "Fail-Safe" luminaire and a custom made wire guard. 2 Cooper Lighting "Fail-Safe" #HPUC-PP-100N-120V-LL 15" round surface mounted, 100 watt, 120 volt, vandal resistant, high pressure sodium luminaire. 3 The electrical contractor will co-ordinate on site with the contractor installing the gazebo to cut the necessary access holes to allow the electrical contractor to install the cables concealed within the gazebo structural steel columns and roof beams. 4 Provide suitable hot dipped galvanized steel mounting brackets (Unistrut) to secure the luminaire to the underside of the gazebo roof structure. Securely fasten the luminaire to the structural supports of the gazebo roof structure with four (4) 2" x 10 self-tapping screws with fender washers. 5 Supply and install a 18" square by 12" deep galvanized welded wire mesh guard to cover the complete luminaire. The guard will be manufactured from 1" x 1" welded wire mesh and hot dipped galvanized after fabrication. Fasten the guard to the structure with four (4) 2" x 10 self-tapping screws with fender washers. The top of the guard is to be closed to keep birds from nesting inside the guard. 6 The wire guard will be manufactured by Wire Guards Inc., Markham (905- 475-0688). END OF SECTION u Electrical -Lighting Systems Section 16030 Page 3 ~~. ~~~C~ aV~jRTEX VOR-103.2000 Bucket Trio 1.0 Materials Specifications: 1.1. Stainless Steel Structural Tubing: Shall be type 304/304L, structurally strong, durable, and highly resistant to corrosive environments. Rigid centricast fiber reinforced (FRP) and/or moulded fiberglass, PVC, filament wound tubing, Galvanized Steel, or Aluminium shall not be utilized for any above or below grade play product structures. 1.2. Painted Finish: Shall be a heat-cured powder coat that is UV and chemical resistant and suitable for public spaces. Airbrush graphics are applied over the base powder coating and are to be clear-coated for UV resistance and physical durability. 1.3. Toe Guard: Shall be constructed of Softouch Elastomer developed exclusively for the aquatic play environment which can be stretched around the play product base covering the anchoring assembly hardware from pinch points and protrusions. It shall have flexible rubber like characteristics, amatte highly durable and slip-resistant finish, with excellent UV and chemical resistance. 1.4. Mounting and Assembly Hardware: All hardware and Anchoring systems shall be 3041304E stainless steel. Exposed hardware shall be; tamper resistant requiring a special tool for removal to deter vandalism and theft. 1.5. Safety 8 Craftsmanship: All edges shall be machined to a rounded edge. All welds shall be polished or non-visible, watertight, and factory pressure tested. Nozzles and spray heads shall be recessed to ensure a completely safe play environment with no pinch points, head entrapments or protrusion hazards. All products shall be designed in accordance with ASTM F1487 and CSA 2614- 98 regulations for public playgrounds. 2.0 Play Product Specifications: 2.1. Bucket Trio Vor-103.2000: Shall be constructed of stainless steel structural tubing with an outside diameter of 4 %" inches and a wall thickness of 0.120". The overall height of the structure shall be no less than 129" inches with a head clearance of no less than 104" inches. There shall be three (3) horizontal, interchangeable, support arms extending 45" inches from the vertical support structure with a total of three (3) dumping buckets. Each interchangeable spray arm shall be attached to the main structure using a watertight, tamper resistant joint. There shall be (1) one dumping bucket per arm. Each bucket shall be constructed of high density fiberglass, and include an integrated non- visible counter weight system. Each bucket sliall be mounted to the support arm using a tamper resistant stainless steel shaft. The counterweight system and selectable mounting orientation will determine the buckets predominate dumping direction. Each bucket shall have a 1" inch stainless steel fill spout and an incorporated drain pilot hole to prevent an accumulation of stagnate water during non-operational hours. The combined hydraulic requirements of all three (3) Buckets shall be 5-15 gpm @ 10-15 psi. The volume of water dumped from each bucket shall be no less than'/. of a US gallon and no greater than 1 '/: US gallons. THIS DOCUMENT IS THE SOLE PROPERTY OF VORTEX AQUATIC STRUCTURES INTERNATIONAL MC. Vt~ R T E X REPRODUCTION OR REDISTRIBUTION IN WHOLE OR M PART WITHOUT THE EXPRESS WRITTEN CONSENT OF VORTEX AQUATIC STRUCTURES INTEANATIONALIS p&OHIBITED_-__-_- __- -~ ~-~- I-W7-58fi-]839 www.vartex-intl.mm Page I 15/05!2008, Version 1.00 ~``~~~ 3.0 Installation Characteristics: VOR-103.2000 Bucket Trio ~~ ~V/!JRTEX 3.1. Anchoring and levelling Systems: The Stainless Steel Safeswap Anchoring System shall provide the ability to add/remove/interchange select play products without having to incur any additional infrastructure costs. The anchoring system shall have an integrated levelling system facilitating installation and a flush finished to the activity deck surface without any protruding bolts or hardware. The Play Product shall be fastened directly to the Safeswap Anchoring system. The dead and live loads shall be distributed onto the Safeswap Anchoring system flange plate. A neoprene sealing gasket shall provide a water tight seal between the play product flange and Safeswap flange. Mechanical fastening of the Play Products to the activity deck slab shall be prohibited. 3.2. Earth Bonding/Grounding: All Play products are to be equipped with a Grounding Lug and are to be grounded against a lightning strike as per article 680 of the N.E.C. 3.3. Drawings and Instructions: Product drawings and installation manuals shall be supplied by the manufacturer for ease of installation. a THIS DOCUMENT 15 THE SOLE PROPERTY OF VORTEX AQUATIC STRUCTURES INTERNATIONAL INC. V~ R T E X REPRODUCTION OR REDISTRIBUTION M WHOLE OR IN PART WITHOUT THE EXPRESS WRIT"1'EN ' CONSENT OF VORTEX AQUATIC STRUCTURES INTERNATIONAL_IS PROHIa1TED_ _- - _. _ __. _ _ _ 1-a]]-Safi-]639 www.vortex-intl.m'" Page ? 15/05/2008, Version 1.00 P~~~N IND. "V~fRTEX VOR-305.4000 Directional Water Jet 1.0 Materials Specifications: 1.1. Stainless Steel Structural Tubing: Shall be type 304/304L, structurally strong, durable, and resistant to corrosive environments. Rigid centricast fiber reinforced (FRP) and/or moulded fiberglass, PVC, filament wound tubing, Galvanized Steel, or Aluminium shall not be utilized for any above or below grade play product structures. 1.2. Brass: Spray nozzles, caps and heads shall be manufactured from C360 brass and shall use tamper resistant tools for installation and removal. They shall be structurally strong and resistant to corrosive environments offering years of consistent spray effects. In addition, as a softer alloy than stainless steel they shall guard the nozzle housing thread integrity. PVC, Nylon, and Delrin TM, shall not be utilized. 1.3. Mounting and Assembly Hardware: All hardware and anchoring systems shall be 304/304L stainless steel. Exposed and accessible hardware shall be tamper resistant, requiring a special tool for removal to deter vandalism and theft. 1.4. Safety & Craftsmanship: All edges shall be machined to a rounded edge. Ali welds shall be watertight, buffed smooth, or polished to anon-visible finish and factory pressure tested. Accessible nozzles and spray heads shall be recessed tc ensure a completely safe play environment with no pinch points, head entrapments or protrusion hazards. All products shall be designed in accordance with ASTM F1487 and CSA 2614-98 regulations for public playgrounds. 2.0 Play Product Specifications: 2.1. Directional Water Jet: VOR-0305.4000: Shall be constructed of stainless steel with an outside diameter of 3" inches and a wall thickness of 0.375" inches. The spray head housing shall be fitted with a spray cap assembly consisting of a brass locking ring and an adjustable brass spray sphere. The water effect from the spray head shall produce a single soft stream adjustable from the vertical position to a maximum of 25 degrees from vertical. The nozzle system shall be free of finger entrapment hazards. The hydraulic requirements shall be 3-5 gpm @ 5-10 psi. Rotating the adjustable spray nozzle 90 degrees from the vertical position sets the spray head to it's water tight winterized position. Low consumption nozzles that minimize water usage while maximizing spray effects are also available 3.0lnstallation Characteristics: 3.1. Anchoring and levelling Systems: The anchoring system shall have an integrated levelling system facilitating installation and a plumb finished to the activity deck surface. 3.2. Earth Bonding/Grounding: All Play products are to be equipped with a Grounding Lug and are to be grounded against a Lightning strike as per article 680 of the N.E.C. 3.3. Drawings and Instructions: Product drawings and installaticn manuals shall be supplied by the manufacturer for ease of installation. V(t?J) r~ C X THIS DOCUMENT IS THE SOLE PROPERTY OF VORTEX AQUATIC STRUCTURES INTERNATIONAL INC. " J n ~ C " '_ _ CONSO_ENT Q£V4RTEXAQStATIC STRllCTI RF~ 71~ ~ERNATION L1 SPROHIB1TEDpRE55 WRITTEN 1-9]]-586-]879 www varta-intl.cvm pyye I ^ ISI052008, Version I.00 ~'~~ 1.0 Materials Specifications: VOR 578.0000 Spray Loops: °5 4'~~N "V~J R T E X 1.1. Stainless Steel Structural Tubing: Shall be type 304/304L, structurally strong, durable, and resistant to corrosive environments. Rigid centricast fiber reinforced (FRP) and/or moulded fiberglass, PVC, filament wound tubing, Galvanized Steel, or Aluminium shall not be utilized for any above or below grade play product structures. 1.2. Brass: Spray nozzles, caps and heads shall be manufactured from C360 brass and shall use tamper resistant tools for installation and removal. They shall be structurally strong and resistance to corrosive environments offering years of consistent spray effects. In addition, as a softer alloy than stainless steel they shall guard the nozzle housing thread integrity. PVC, Nylon, and Delrin '*', shall not be utilized. 1.3. Painted Finish: Shall be a polyester smooth glossy heat-cured powder coat that is UV and chemical resistant and suitable for public spaces. 1.4. Mounting and Assembly Hardware: All hardware and anchoring systems shall be 304/304L stainless steel. Exposed and accessible hardware shall be tamper resistant, requiring a special tool for removal to deter vandalism and theft. 1.5. Safety & Craftsmanship: All edges shall be machined to a rounded edge. All welds shall be watertight, buffed smooth, or polished to anon-visible finish and factory pressure tested. Accessible nozzles and spray heads shall be recessed to ensure a completely safe play environment with no pinch points, head entrapments or protrusion hazards. All products shall be designed in accordance with ASTM F1487 and CSA 2614-98 regulations for public playgrounds. 2.0 Play Product Specifications: 2.1. The Spray Loops VorS78.0000: Shall be constructed of stainless steel structural tubing with an outside diameter of 3 '/:" inches and a wall thickness of 0.12" inches. Each of the (4) four loops shall be constructed of one continuous piece of tubing rolled to no less than a 72" inch diameter with no joints or ripples. The loops shall be mounted on a reinforced base plate to facilitate installation. Each loop shall have five (5) integrated and recessed threaded nozzle inserts with (5) brass particularized mist effect spray nozzles per loop. All nozzles are to be flush with the surface of the structural tubing to eliminate finger entrapment and protrusion hazards. The combined hydraulic requirements of all twenty (20) spray nozzle shall be 40-50 gpm @'15-20 psi. Low consumption nozzles that minimize water usage while maximizing spray effects are also available. 3.0lnstallation Characteristics: 3.1. Earth Bonding/Grounding: All Play Products and Ground Sprays are to be equipped with a Grounding Lug and are to be grounded against a lightning strike as per article 680 of the N.E.C. 3.2. Drawings and Instructions: Product drawings and installation manuals shall be supplied by the manufacturer far ease of installation. VERTEX 1-677-506-]839 www.vortu-intl.com THIS DOCUMENT IS THE SOLE PROPERTY OF VORTEX AQUATIC STRUCTURES MTERNATIONAL INC. REPRODUCTION OR REDISTRIBUTION M WHOLE OR 1N PART W ITHOUT THE EXPRESS WRITTEN CONSENT OF VORTEX AQUAT]C STRUCTU_RES_INTERNAT~NALIS.PROHIB ITEM.. ____.___ ____ Page I 15/05/2068. Vrnion 1.00 :~ . "V~JRTEX VOR-600.0000 Magic Touch Bollard: 1.0 Materials Specifications: 1.1. Stainless Steel Structural Tubing: Shall be type 304/304L, structurally strong, durable, and resistant to corrosive environments. Rigid centricast fiber reinforced (FRP) and/or moulded fiberglass, PVC, filament wound tubing, Galvanized Steel, or Aluminium shall not be utilized for any above or below grade play product structures. 1.2. Painted Finish: Shall be a polyester smooth glossy heat-cured powder coat that is UV and chemical resistant and suitable for public spaces. 1.3. Mounting and Assembly Hardware: All hardware and anchoring systems shall be 304/304L stainless steel. Exposed and accessible hardware shall be tamper resistant, requiring a special tool for removal to deter vandalism and theft. 1.4. Activation Cap: Shall be constructed from impact resistant high density polyurethane. The polyurethane shall be UV resistant, non-porous and non-flammable. 1.5. Safety & Craftsmanship: All edges shall be machined to a rounded edge. All welds shall be watertight, buffed smooth, or polished to anon-visible finish and factory pressure tested. Accessible nozzles and spray heads shall be recessed to ensure a completely safe play environment with no pinch points, head entrapments or protrusion hazards. All products shall be designed in accordance with ASTM F1487 and CSA 2614-98 regulations for public playgrounds. 2.0 Play Product Specifications: 2.1. Magic Touch Bollard Shall be constructed of stainless steel with an outside diameter of 4.50" and a wall thickness of 0.120". It shall have an overall height of 48" and rise 39" above the final grade. The activator shall have no moving parts and run on a low voltage electrical supply. It shall be the direct interface between the users of the aquatic play area and the aquatic Play Products. The pre- programmed sequences of the aquatic Play Products shall be activated only when touched by the user. The activation cap shall consist of a high impact resistant protection cap and a low voltage sensor. The protection cap shall be constructed of high- density polyurethane with a diameter of 4". The polyurethane shall be UV resistant, non-porous and non flammable. It shall be equipped with an integrated threaded housing for the sensor. It shall have a thermoplastic polyester housing and triple shield sensor protection. The sensitivity shall be adjustable with a LED indication. The activation cap shall be secured in place using a locking ring secured with tamper resistant fasteners. 3.0 Installation Characteristics: 3.1. Anchoring and levelling Systems: Anchoring and levelling Systems: The anchoring system shall have an integrated levelling system facilitating installation and a flush, plumb finished to the activity deck surface. 3.2. Earth BondinglGrounding: All Play products are to be equipped with a Grounding Lug and are to be grounded against a lightning strike as per article 680 of the N.E.C. 3.3. Drawings and Instructions: Product drawings and installation manuals shall be supplied by the manufacturer for ease of installation. THIS DOCUMENT IS THE SOLE PROPERTY OF VORTEX AQUATIC STRUCTURES INTERNATIONAL INC. V~ R T E X CONSENT 0_F`OVORTE.Y AQUATICSTRUS.TllRES INiOERNAT QNALIS3ROHIBAF.DPRESS WRITTEN I-a]7-586-7879 www.wnex-intl.mm Page 1 IS/OSY2008, Vcrsion 1.00 ~~ ~~ VOR 1600.000 FT Series Command Centers °'V~y R T E X 1.0 General Materials Specifications: 1.1. Stainless Steel Structural Tubing: Shall be type 304/304L, structurally strong, durable, and resistant to corrosive environments. Rigid centricast fiber reinforced (FRP) and/or moulded fiberglass, PVC, filament wound tubing, Galvanized Steel, or Aluminium shall not be utilized for any distribution systems manifolds. 1.2. Bronze: All Backflow devices and Pressure Regulators shall be manufactured from bronze. Plastics such as PVC, and Nylon shall not be utilized. 1.3. Painted Finish: Shall be a polyester smooth glossy heat-cured powder coat that is UV and chemical resistant and suitable for public spaces. 1.4. Mounting and Assembly Hardware: Shall be 304l304L stainless steel. Exposed and accessible hardware shall be tamper resistant, requiring a special tool for removal to deter vandalism and theft. 1.5. Safety 8 Craftsmanship: All edges shall be machined to a rounded edge. All welds shall be watertight, buffed smooth, or polished to anon-visible finish and factory pressure tested. Accessibility to the water distribution systems shall be such that no permit for confined spaces would be required as per OSHA Standards. 2.0 Subterranean Command Centers VOR-1600.0000 (Qty 1): The Subterranean Command Center shall be apre-fabricated water distribution system containing piping, valves and electrical wiring. They shall be factory assembled; water pressure tested, and shall be delivered from the Splashpad equipment manufacturers facilities. They shall be equipped with threaded connections for the water inlet and water outlets. The solenoid valves shall be pre-wired to the controller or to a junction box (when the controller is placed in a remote location). The installer shall provide the plumbing equipment required from the water source to the water inlet or backflow device and pressure regulator if so configured. The installer shall provide the plumbing equipment required from the water outlets to the Splashpad Play Products, as well as adequate drainage ball valves at the tow point of each of the Play Product's water distribution lines (if applicable). Should the controller be located remotely, the installer shall supply the electrical equipment required from the junction box to the controller. 2.1. Subterranean Command Centers: Shall congist of a reinforced frame and access hatch suitable for use in public spaces. The side walls shall be paneled with PVC sheets predrilled for all applicable water tine inlets and outlets. The access hatch shall be constructed of 1/t3" thick, reinforced; powder coat painted checker plate, and shall be lockable using a standard padlock. For equipment servicing, an integrated corrosion resistant step down pedestal/seat shall be included. All hardware shall be stainless steel. 2" inch Backflow and Pressure regulating equipment, when supplied by Vortex, is installed within the vault enclosure. (Verify local codes for location and placement of larger backflow and pressure regulating equipment) 2.2. Water Distribution Manifolds: Shall be constructed of 3'/" outside diameter stainless steel structural tubing with a power coat painted finish. Each water distribution port shall be a 1-112" NPT connection. The manifold shall be equipped with a pressure gauge. All welded joints shall be watertight and pressure tested to 150 psi. 2.3. Solenoid Valves: There shall be one (1) solenoid valve installed on each of the water distribution ports for the Play Products. They shall be a normally closed 24 VAC 50/60 cycle solenoid actuated globe/angle pattern design. The valve pressure rating shall not be less than 150 psi. The valve body V~ R T E X THIS DOCUMENT 1S THE SOLE PROPERTY OF VORTEX AQUATIC STRUCTURES MTERNATIONAL MC. REPRODUCTION OR REDISTRIBUTION IN WHOLE OR M PART W ITHOUT THE EXPRESS WRITTEN CONSENT OF VORTEX AQUATIC STRUCTURES _I_NTERNATIONALIS PROHIHIIED__ - _- _ ___ ___ 1 -9A-586-)839 -- www.vortex-intl.com Page ] ISIOS/2008, Version I.00 PLC ILL "V/JRTEX VOR 1600.000 FT Series Command Centers and bonnet shall be constructed of PVC with stainless steel fasteners. The valve shall have a manual override capability (manual open/close control). It shall house a fully encapsulated, one-piece solenoid. Each Solenoid valve shall have in integrated flow control adjustment valve stem for fine tuning of spray effects. 2.4. Piping and Fittings: All piping and fittings shall be schedule 80 PVC. All factory-assembled components, fittings and connections shall be water pressure tested prior to delivery. 2.5. Electrical Enclosures, Conduit, Wiring and Connections: All electrical wiring shall be # 16 AWG with a 600V rating. All electrical connections, enclosures, and conduit shall be Nema 4x watertight. When configured with: 3.0 FT Series SmartTouchTlN Splashpad System Controller: 3.1. The programmable logic controller shall be sized according to the number of outputs it is required to control. The programmable logic controller shall be factory programmed with a variety of light sequences designed according to the requirements of the project. It shall have the flexibility to modify the sequences using either a transportable memory cartridge or via the touch pad user interface. 3.2. The ownedoperator shall be able to set the operational hours of the facility via the touch pad user interface. The 24hN7day timer can be programmed with up to two time intervals that can be scheduled each day. 3.3. The operating system's touch pad user interface shall allow for manual override controls for each connected device, activation device(s), and timer. (i.e. Manual, Off and Automatic modes) 3.4. The operating system shall be housed in a corrosion resistant moulded fiberglass NEMA 4X rated enclosure. All exposed hardware shall be 304/304L stainless steel and shall include a lockable access door. 3.5. The operating system shall have the capacity to receive signals from an activation devices, operating on 24VDC. 3.6. The operating system shall contain a t20 VAC primary / 24 VAC secondary transformer with built- in electrostatic shield protection. 3.7. The operating system shall have the ability to automatically purge all water lines based on the user selected time and duration (i.e. every day at 5 am). It shall also, be configured to purge all lines after a user defined period of inactivity (i.e. after 4 hours of inactivity). When configured with: 4.0 FT Series SmartFlowT"' Splashpad System Controller: 4.1. The Splashpad programmable logic controller shall be sized according to the number of outputs it is required to control. The programmable logic controller shall be factory programmed with a spray sequence designed according to the requirements of the project. It shall have the flexibility to user modify the sequences using a Key Pad user interface. A battery backup and low battery alarm shall protect the system memory. (~/~ THIS DOCUMENT IS THE SOLE PROPERTY OF VORTEX AQUATIC STRUCTURES INTERNATIONAL INC V ~ ~ ~ ~ ~ CONSOENTOFOVORTEX QUAT C TRU__CT REO 1NT_OERNA_IIQNALTSPAOHIBIIEDpRESS WRITTEN www.vortex-intl.mm Page 2 t5/OS/2008, Version I.00 'N~n~ "V~j R T E X VOR 1600.000 FT Series Command Centers 4.2. A 24hr/7day user programmable time switch, which shall allow the user to set the operational hours of the facility, shall be incorporated into the operating system. The time switch shall have the ability to be programmed with a different time schedule for each day of the week, and up to 2 time schedules per day. 4.3. The operating system shall be supplied with a key pad user interface with controls for each output, activation device(s), and time switch. The 2 line 20 character display screen shall be visible to aft, and with a 45 degree viewing angle. 4.4. The operating system shall be housed in a corrosion resistant NEMA 4X rated enclosure, complete with stainless steel lockable latches. 4.5. The operating system shall have the capacity to receive signals from activation devices, operating on 24VDC. 4.6. The operating system shall have the capacity to operate based on a programmed sequence or based on a randomly generated sequence. In random mode each touch of the activator will generate a new unique sequence. 4.7. The operating system shall have the capacity to accept an entry for a fixed run time interval. (i.e. run for x hrs, regardless of the operation time clock settings.) 4.8. The operating system shall have the ability to soft-start ramp up the Splashpad to minimize potential water hammer. 1 4.g. The operating system shall have the ability to automatically purge all water lines based on the user selected time and duration (i.e. every day at 5 am). It shall also, be configured to purge all lines after a user defined period of inactivity (i.e. after 4 hours of inactivity). 5.0 Installation Characteristics: 5.1. Electrical Connections: All main power electrical connections to the Splashpad System Controller are to be preformed per local codes. S.2. Drawings and Instructions: Product drawings and installation manuals shall be supplied by the manufacturer for ease of installation. l__] (~J~ D THIS DOCUMENT IS THE SOLE PROPERTY OF VORTEX AQUATIC STRUCTURES RJTERNATIONAL MC. V J n ~ ~ ~ _ CONSOENT O_F'OVOR_TEX Q(~[lAT C STRUCTUREOS INT_OE_RNAT ONALI ~S OR9Ti1TBHl~~PRESS WRITTEN 1 877-586-]839 www vortex-intLmm Page 3 li/Oi2008, Version 1.00 1.0 Materials Specifications: SAFESWAP Ground Sprays ~/l~ \1~s p ~ Paa ""V~jRTEX 1.1. Stainless Steel Structural Tubing: Shall be type 304/304L, structurally strong, durable, and resistant to corrosive environments. Rigid centricast fiber reinforced (FRP) and/or moulded fiberglass, PVC, filament wound tubing, Galvanized Steel, or Aluminium shall not be utilized for any above or below grade play product structures. 1.2. Brass: Spray nozzles, caps and heads shall be manufactured from C360 brass and shall use tamper resistant tools for installation and removal. They shall be structurally strong and resistant to corrosive environments offering years of consistent spray effects. In addition, as a softer alloy than stainless steel they shall guard the nozzle housing thread integrity. PVC, Nylon, and Delrin ^", shall not be utilized. 1.3. Mounting and Assembly Hardware: All hardware and anchoring systems shall be 3041304E stainless steel. Exposed and accessible hardware shall be tamper resistant, requiring a special tool for removal to deter vandalism and theft. ~~ 1.4. Safety 8 Craftsmanship: All edges shall be machined to a rounded edge. All welds shall be watertight, buffed smooth, or polished to anon-visible finish and factory pressure tested. Accessible nozzles and spray heads shall be recessed to ensure a completely safe play environment with no pinch points, head entrapments or protrusion hazards. All products shall be designed in accordance with ASTM F1487 and CSA 2614-98 regulations for public playgrounds. 2.0 Play Product Specifications: 2.1. Ground Gusher Vor-300.4xxx: Shall be constructed of stainless steel with an outside diameter of 4.500" inches. The brass spray cap & winter cap shall be fastened to the gusher body using tamper- resistant fasteners. The spray cap shall have a 36 hole spray pattern angled at 5° (degrees) from vertical. The hydraulic requirements shall be 20-40 gpm @ 5-15 psi. Tamper resistant winter caps shall be included. 2.2. Rooster Tail Spray Vor-303.4xxx: Shall be constructed of stainless steel with an outside diameter of 4.500" inches. The brass spray cap & winter cap shall be fastened to the body using tamper- resistantfasteners. The spray cap shall have a thirteen F13) hole- pattern angled at 33 and 45 degrees from the vertical divided into two (2) rows. The upper row shall consist of seven (7) holes equality spaced and angled at 33 degrees. The lower row shall consist of six (6) holes equality spaced and angled at 45 degrees, thus creating a fan like spray pattern. The hydraulic requirements shall be 10-15 gpm @ 5-10 psi. Tamper resistant winter caps shall be included. 2.3. Misty 3 Vor-7510.xxxx: Shall be constructed of stainless steel with an outside diameter of 4.500" inches. The powder coat painted stainless steel spray cap & brass winter cap shall be fastened to the body using tamper-resistant fasteners. The spray cap shall have three (3) threaded nozzle inserts staggered around the domed spray cap. The domed spray cap shall protrude no more than 1 '/." inches from the activity deck grade. Each nozzle insert shall be fitted with a brass particularized mist effect spray nozzles. All nozzles are to be flush with the surface to eliminate finger entrapment and protrusion hazards. The combined hydraulic requirements of all three (3) spray nozzle shall be 5-10 gpm @ 15-20 psi. Low consumption nozzles that minimize water usage while maximizing spray effects are also available. Tamper resistant winter caps shall be included. THIS DOCUMENT IS THE SOLE PROPERTY OF VORTEX AQUATIC STRUCTURES INTERNATIONAL INC. V~ R T E X ONSEDNT OFOORTEX AQUAT C STRUCTUREOS MTOERNAT ONALI IS ROHIB TED. RESS WRnTEN 1-8]]-59EI939 www.vortez~mtl.cnm Page 1 15/05/2008, Version I.00 ~i1 }` ~~`~~ i~ ~~ ~~~~u~o SAFESWAP Ground Sprays ~~~!~~~ aV~jRTEX 2.4. Water Jelly 01 Vor-7010.0002: Shall be constructed of stainless steel with an outside diameter of 4.500" inches. The brass spray cap 8 winter cap shall be fastened to the body using tamper-resistant fasteners. Each spray head shall produce an inverted laminar bell spray effect. The hydraulic requirements shall be 10-15 gpm @ 1-2 psi. Tamper resistant winter caps shall be included. 2.5. Spidey Spray Vor-7517.xxxx: Shall be constructed of stainless steel with an outside diameter of 4.500" inches. The powder coat painted stainless steel spray cap & brass winter cap shall be fastened to the body using tamper-resistant fasteners. The spray cap shall have eight (8) spray orifices, four (4) per side, producing soft streams in the shape of a spider's legs. The domed spray cap shall protrude no more than 1 Y:' inches from the activity deck grade. The hydraulic requirements shall be 5-10 gpm @ 5-10 psi. Tamper resistant winter caps shall be included. 2.6. Split Stream 7516.xxxx: Shall be constructed of stainless steel with an outside diameter of 4.500" inches. The brass spray cap & winter cap shall be fastened to the body using tamper-resistant fasteners. The spray cap shall have two (2) nozzle orifices angled to provide a V-shaped spray effect. The water effect from the spray head shall produce two (2) soft streams. The nozzle system shall be free of finger entrapment hazards. The hydraulic requirements shall be 5-10 gpm @ 5-10 psi. Tamper resistant winter caps shall be included. 3.0 Installation Characteristics: 3.1. Anchoring and levelling Systems: The anchoring system shall have an integrated levelling system facilitating installation and a plumb finished to the activity deck surface. 3.2. Earth Bonding/Grounding: All Play products are to be equipped with a Grounding Lug and are to be grounded against a lightning strike as per article 680 of the N.E.C. 3.3. Drawings and Instructions: Product drawings and installation manuals shall be supplied by the manufacturer for ease of installation. 4.0 Application Note: The Safeswap Ground Spay bodies can be fitted with any of the spray head styles listed below. In the event that you would like to design your Splashpad to allow for interchanging the spray heads please not the following; 4.1. The spray zone layouts between the different products must be similar to accommodate the interchanging of spray heads, or additional spray fee area must be allow during the initial design to accommodate the various spray effects. 4.2. When multiple SAFESWAP ground sprays are plumbed together on a singe water line, the connected SAFESWAP ground sprays must be of similar hydraulic requirements. For example if a Split Stream were to be connected with a Gusher, to achieve the desirable Split Stream operating parameters the Gusher would not provide the desired spray effect, and vice versa. TH[S DOCU:~tENT IS THE SOLE PROPERTY OF VORTEX AQUATIC STRUCTURES INTERNATIONAL INC. V~ R T E X RESS WRnTEN CaV O D IO O I S E NT OF VORTEX AQUATIC STRUCTURE S IN O RNAT ONAL IS PROHBI rEDP _._--- __ _. _-- _. _.--1-8]7-586-1839. - -_- _ _ __ __- -__ _ www.vortea-,mLCOm Page 2 IS/052008, Version I.00