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TWP 67 17 Matheson Drain
1a 3O u t t3 i£4 A By -Law to provide for drainage works in the Township of Kincardine in the boUnt1 of arUCe, and ror borrowing on the debit of the Munioipality the sun of eighteen thousand dollars(4 for completing the drainage works o Whereas the requisite numbers of owners as shown by the last assessment roll trevised)n of the property hereinafter sent forth requiring drainage have petitioned the council of the Township of Kincardine praying that the lands and roads may be drainea by a drainage works, TUeNSLi1P of KINCAii;)lith Lon., 7 - -Lots 18, 19, 20, 21 Con, 8 - =Lets Ni 20, de-19 and 20,21, Wt -22, v4-22 Cono 9 - -Let 22 ADio WHLHAS the said council has procured a report made. by H.M. Gibson,P. Eng., 0.L.6. 3 71 Springbank.urive London, Ontario® And the report is as follows: rile into. 51c4 June 27, 1967° The heave and Memberss Municipal Uouncil0 Township of Kincardine, Ontario° Gentlemen: BY NNO0 67-1, TO0 ii61.1. .UF KI LIC ,ttlll ivE MATHESON ijHAl1 In accordance with your instructions pursuant to a Petition signed by:- John Matheson, owner of Lot 19, Concession 7, in the Township of Kincardine anti others comprising the majority in number of the owners in an area requiring drainages 1 have naae examination and survey of the area and submit herewith report, plan, profile, specifications, ana assessments for a work to be known as the MATH SUa The plan shows the •location of the work and the lands affected by it; the profile and specifications show the disensions, grades, disposal of material, aaa other particulars of the work; It is considered equitable to make an allowance for Severance,, Section 8, aub- Section 6 of the Drainage Act 1962z63,instead of providing for the construction, enlsrgoment , or other improvement of farm bridges ;rendered necessary by the work;. Attention is drawn to Section ;! Sub -Section 1, and Section 57 of the Drainage Act regarding responsibilities of owners with respect to obstructions. Should repairs, underpinning or other alterations be required for the Highway Bridge on Concession Hoed 6/7, 1 assess the cost thereof including any necessary expenses incidental thereto against the ownship of Kincardine, having control of the said roam, I determine the amounts to be paiu in allowance to Owners entitled thereto unaer Section 8 of the Drainage Act as follows:- COINC. LOT or part OwhER 7 --- 18 19 20 4-20 21 0 -22 23 6 Catchbasins Eugene McLeod John Matheson Wilbur Campbell Harold Collins Clarence Campbell Edward Jacob Elroy Cooper DAMAGE to land and crop l) if any) 260.00 330.00 170,00 20.00 1700oo 80.0o 80 150,,00 10 lin. feet of 18 inch diameter #16 gauge,. Corrugated Metal Pipe, complete with Rodent Grate 4 J,) ggingp laying and backfUllng 611 lin. feet of 7 inch diameter #1 Fie16 Tile 1.dgging, 1ayin3,, and backfilling 806 lin feet of 6 inch diameter #1 Fiela Tile IJigging laying, ana backfilling DITCH. Severance 500.00 already constructed 3 LL 175.00 760.00 390,00 90.00 750.00 320.00 2200 5, 33000 Total 01,200,00 4500,00 Total Allowance -Matheson Drain - 44v790. TOWNSHIP OF tWiCARDINE - MATHr..SUB -PRpJECT 1.2 My 6itimate of the cost of the work is aa follows:- 1200 , cu. yards of excavation, including clearin of land, of brush, removal of bouldegs up t cubic yard and levelling of excavated material 600000 30. 0U 3p390 lin, feet of 16 inch diameter #1 Viela Tile Digging, 1” and backfiiiing 1,390 lin feet of 12 inch uiameter #1 eielu Tile Digging, laying, una backfilling 397 lin, feet of 12 inch diameter di. Field Tile L'igging laying, ana backfilling 4 lin, feet of 12 inch uiameter #16 gauge Corrugated Metal Pipe Installation of C.a.Pipe with granular base ana backfill 2,291 lin, feet of 10 inch diameter ,,3. i°ielu Pile Digging, 1ying. ana backfilling .86l lino feet of 1) inch diameter ficl Field Tile / Junction aox Allowance unuer Section 8 of the Drainage At Survey, Plan, ana Report Clerk's Pecs 1 z)uperintenaence of Construction by Engineer Assistance and Expenses, Advertising, Letting Contract, Court of Revision, interest, Commissioner's Fees, etc, 0,090,00 10 lin0 feA of 12 inch aiameter #16 gauge dorrugated Metal Pipe, complete with tOueDt. Grate 2500 installation of 6.14. Pipe complete with heavy fiela stone protection 100„00- 2 m5!5 0 0 00 ' . 2. 625.00 625.00.. 1b0,00■. 100,00-, 70000. 3.0000CN- b00.0'0•- bU0,07- 200,00-- 110.00 lo5.00, 120 2 540.00 60.00 4t790.00 1D350.00 75.00 75; 675.00 TOTAL ESTIMATED COST ... MATHESON DRAIN;..... $18,000.00 TOft/N6hiP OF li.X.146ahDINt; NIAThE6'0 FltUjt;CT 24&51-4 This sum of eihteen thousand(41,8 do1lats 1 assess against the lands anu road affected according to the annexed Schedule of Assessment, After construction the drain shall be maintained by the Municipality of the Township of Rincaruine at the expense 6f all lands and roads assessed herein ana in the same relative proporation until said assessment shall bevariea according to the provisions of the Drainage Act.. 61GN111); hk.40ENDED CULV.EhT IZiS COhC. LOT or PART 0Mii4h 7 l if Eugene McLeod Fit DIAMET6h of OPENING b Pt,„ diameter ro.woow0000eemo=00000OOO.O.O.AIDO000OcOol o ........ O0000000O000000pooOo 3Ch&JULE OF /166.666ftEilT CONC. LOT or Approx, acres (YaNtli BENEFIT PiatT affected . L 4 16 50 • - ' Eagene McLeod 4 1200,00 -- 19 65 John Matheson 5160,00 20 50 vvilbur Campbell 3195.00 21 15 105.00 horman hobertson 15,00 19&20 50 Harold. Collins 720,00 21 65 Clarence Campbell 2460.00 W -a-22 50 Clarence Campbell 1200,00 E , ...22 50 t:dwara Jacob 1050,00 23 70 Elroy Cooper 1890,00 24 30 George Morris 450,00 9 22 4 George McKenzie L5000 h0A.D6 Uonc, head 8/9 Sideroad 20/21 1 7D 4900 00 TOTAL LANDS Township of hincardine TOTAL hUADS 6o.00 45o.00 4 510,00 TOTAL. LANDS AND hOALIS $ 18 000 00 SPEGIF1GOT1OOS O. EXTENT OF eOft: These specifications anu the report, plan, and profile of the same cater apely to ano govern the construction of 2,000 lineal feet of open urain (1,200 eu, yd,) 9 lineal fe4t cf closes urain 6 Catchbasins 2 INSTIOUUTiONS TO BIDDEhS Tenders will be receives and contracts awarded only in the form of a lump sum for the completion of the whole work in accordance with the plan, profile, ana specifications, or of such portions as specifiea in the Tenaer Call. Each biaaer shall file a sealea proposal anu with it a certified cheque for a sum equal to ten per centum(10)0) of the bit price, made payable to the Municipality. if a person making such a proposal fails to enter into a contract pursuant to the requirements of the Council within fourteen nays of acceptance of the proposal, the aforesaid cheque shall be forfeitea to the :municipality. All certified cheques, except that of the bidder to wnom the work is awardea will be returnee within ten aays after the oontrtct is awaraea The certifies cheque of the bidder to whom the work is awaruea will be returneu with the final payment on the works The biauers must examine for themselves the plans, profiles, ana specificarions, one the location of the proposed work, and exercise their own juagement as to the extent of the work to be clone The Contractor must assume a)1 risks of variance in any computation by whomsoever made,of statements of amounts or quantities necessary to complete the work required by the centract, if any doubt exists in the mina of any person tendering as to the exact meaning of any portion of these specifications or this plan or profile, it must be removed before signing the contract agreement; thereafter the Contractor will be bouna by the decision of the Engineer on all points. 3. EaR0h6; The Contractor shall satisfy himself before the commencement of any part of the work, of the meaning of all stakes ana marks, ana any apparent errors which he may find shall be immediately reported to the Engineer for correction before the work is commenced. Should the Contractor attempt to correct the mistakes he will be hela liable to bring the work back to the proper grade. TEHM1AAT1014 OF CONTRACT: Time shall be ueemed the essence of tips contract, All the work included in the contract must be concluuea on or before the uato fixed at the time of sale, The Contractor further agrees that if at any time the Engineer shall be of the opinion ana shall so certify in writing to the Municipal Council, that the said work or any part thereof is unnecessarily aelayea or that the soia Contractor is violating any of the conditions of this contract, or is executing same in baa faith, or if the said work is not fully completed within the time named in the contract for its completion, the Council shall have the clower,five days after receiving notice of the talgineer to notify the saia Contractor to aiscontinue all further work ana terminate all future performance thereof by the Contractor but reserving all claims against the Contractor for breach of contract by written notice to be served upon the Contractor, either personally, or at his resiaence, or by registered mall, or with his agent in charge of the work. Therupon the Contr ctor shall uiscontinue said work, ana the Council shall have the power to procure labour, tools, material, ana machinery by contract or otherwise anu to complete said work, and to charge the expense thereof, incluuing other uamaoes of every name and nature, to the aforesaid Contractor. The expense so charged shall be aeuuctea by the Council, out of such moneys as may then be uue, or may at any time thereafter grow due, to the said Contractor unaer or by virtue of this Agreement In case such expense is less than the amount which would have been payable under the contract if the work had been completely finishou by said Contractor, he shall receive the aifference, and in case such expense shall exceed the sum, he shall pay the amount of such excess to the Municipality, SPECIFICATIONS (page 2) 5, AA,TbitatIONS: The Engineer may make minor changes in the work as it progresses, an amount proportionate to the amount contained in the tender being added to or aeauctea from the contract price to cover such changes No change will be maae unless ordered by the Engineer in writing° 6. SPECIAL CONDITIONS: if the Contractor should encounter any conditions of any sort which may not have been known to the Engineer, and were not provided for by these plans and specifications,. and which would make necessary alterations to the plans and specifications inoraer that the week be completed in a satisfactory ana workmanlike manner, Thr Contractor shall immediately notify the Engineer who will make the necessary alterations. Failure of the Contractor to so notify the Engineer shall not relieve the Contractor of the responsibility of fully completing the work and maintaining it for a period of one year after completion of construction. 7. UTILITISS: The Contractor shall, before performing any work affecting the land or property of the Department of highways, or any Railway, Telephone, or Pipeling Company, er Public Utility, obtain at his expense any necessary permits° The Contractor shall further agree to perform the work affecting said lands or property in accordance with the specifications of such Department, Company or Utility, as though saia specifications were hereto attached. 8. eAMAGES, LIABILITY: The Contractor shall pay all losses, damages, or claims received by the MunicipalitSc and shall protect ana save harmless the Municipality against liability for any acciaent,damages, casualty, losses, or claims directly or indirectly arising out of the Contract, or manner of performance thereof by the Contractor, his agents, employees, or sub-contractors. The Contractor will be solely liable for all injuries and/or accidents to workmenpandior public and/or property and shall furnish the Municipality with proof of his insurance against all liabilities prior to obtaining the Contract. The Contractor shall be held liable for any expenses or damages occasioned by fences being left open or improperly closed, insufficient guarding and lighting or bad workmanship at places where a drain runs along or across a road allowance or any negligence in carrying on the work, Any such expense or damages may be aeducted by the Engineer from the amount of the contract or may be recoverea by the Municipality from the Contractor or his suretiese 9. PAYMENT: - Pieogress payment in cash equal to be about 80% of the value of the work aone ana materials incorporated in the work will be made to the Contractor on the written certificate of the engineer. An auuitional 177 will bz paid 30 says aftor the final acceptance by the Engineer, ana 3 of the contract may be reserved by the Municipality for one year. After the completion of the work, any part of this reserve may be used to make good defects developed within that time from faulty workmanship, materials supplied by the Contractor and loose backfill, provided that written notice shall first be given the Contractor so that he may promptly make good such aefects if he so desires° 100 FINAL 11SPECTI0e: All the work included in the contract must at the time of completion ana final inspection have the full dimensions and crosssections0 Final inspection will be made by the Engineer within 30 days after he has receivea notice in writing from the Contractor that the work is completed or as soon thereafter as weather conditions permit. 11. LINE: --- The drain shall run in straight lines throughout each course except that. at intersections of courses it shall run on a curve of at least 50 feet raaius. The centre line of the present drain shall in general be the centre line of the finished work but the present courses shall be lines out and sloping and widening necessary ahall be done in such manner as to make the finished werk uniform. SPBCIFICAT1ONS (page 3) 12G 6Tr 4takee are sat onehundrea(100) feet apart throughout the course of the worle or as ahown on the accompanying plan and profile. The Contractor shall be helo liable for cost ofrep/acing any stakes or bench-marks destroyed during the course of construction ana the drainage area shall be liable for the oost of replacinG stakes or marks destroyed before commencement of constructiei 13. PE011'ILE: The drain is to be exaavated to regular grade lines as shown en the profile. Those grade lines are governed entirely by the bench-marks and show the bottom of the finished dtaino ln the case of the tile draine the grade line is that of the inner side of the invert. The profile shows for the convenience of the Contractor an others the approximate depths from the surface of the ground at tht points where the numbered stakes are set and from the average bottom of the present drain as taken at the time of survey, but the bench-marks must govern. The depths are indicated on the profile in feet and tenths of feet. 14, 4 Both sides of an open drain are to be sloped one foot horizontally to one foot vertically, er as otheowise shown en the accompanying profile. The urain shall have the full specified bottom with at the grade line 15. EXCAVATEn MATERIAL: A clear berm or margin of at least six feet shall be left between the top edge of the diteh and the spoil bank. No excavated material is to be left in any aitches, depressions, furrows, or tiles intended to conduct water into the open train e in no case shall the side of the spoil bank nearest the ditch have a slope greater than one and one half to one. Excavated material shall in general be plaoea on the lower siae of the arnin or on the side opposite tre s and fences. The spoil shall be deposited, spree's, an levelled so that the land on which it lies may be cultivatea with adjacent lands by use of orainry farm machinery This shall mean the speeeding of material to a maximun depth of 12 inches. if theContractor obtains a statement in writing, signed by the owner of lands ;ffected that he aoes not wish the spoil to be levelled, the Engineer may release the Contractor from obligation in that regarde visposal of the material shall be to the satisfaction of the Sngineer or the Commissioner appointed t be in eharge of the work. 16. RyAnS0 V4here a drain is removea from the rood allowance the new ehannel shall of eonstrueteu entirely on farm lands anct the excavated material shall be olaced in the abandoned channel. Excess material if any not required for sech filling shall be placed on the adjoining farm lAnds, On road allowances ! aisposal of excavatea material, levelling, bsckfilling, instaliation of culverts and ctch basins, and all other work shall be performea as directed by the Superintendent in charge of the road concerned and to his satisfactions Any corrugated metal pipe culverts laid under the travelled portion of any road allowance shall be laid on six inches of pit run grave3 Any paved surface shall be restored with a similar paving material to the satisfaction f the road authority he:wing jurisaietion. 17. UleSsRl!A; Beueh timber, logs, stumps, or stones or any other obstructions in the eourse ef the work and any brush along the banks thereof shall be removed to a sufficient distance to be clear of the excavated material, or to the wioth as shown on the profile. No brush or trees are to be left insiae the slepes of he drain whether they come within. the limits of the excavation or not, Brush removed from the drain ana banks thereof shall be burned if safficiently ury; otherwise it may be pilau to the satisflction of the Engineer. Contractors will be permitted to cut standing timber along the banks of the ctraln to the extent, that may in the opinion of the Engineer be necessary for the pperation ef the excavating equipments Timber necessarily cut by the Contractor shall be left on the property where found for the use or disposal of the oonere SP40104104$ (nage 4) 18, FENCES: 7 The -.;ontra will be permitted to remove fences to the oNtent necessary to enable him to excavate the drain and dispose of the materl. such fences must be earefliw handled as to ,aause no unaaccusary and shall be replaced by the 4ntrotto in 4tugood cbriditioh Re tO1404 OP rar as material permits. Pences shall be properly stretched and fastened, hePlactriE of the fences shall be to the satisfaction of the JimInesr r the Commissionel appointed to be in charge of the work, Vhen authorized by the Engineer, the Confronter shall supoly new materaals to repair a fence the cost of such material being an additional expense to the drainage area, 19, EXC4ATION AT_BHIJGE The Q6ntractor shall be required to excavate the drain to full depths as nearly a$ possible to. the full widths and slopes at the sito::s of all bres, Temporary b may h removed for this purpose and the material left at the nide of the crain for thr, subsequent use of the owner in arc lges of prktianeht obaractsr are not be Qnnecassarily aist the excavation at thse briges being kflada if necessary by hwad, tractor or etoer suitable 20, BRIJ)G6: 1.1. brlages hereafter corstructed or reconstructed, in order not to be rerdea obstructions shal1 huve openings of clear width e:.lual to twice tho 'ii d1 bottom wiath of the.. 21, - F,)H, — - 'he a, for woict a31ok4ance ar€ incluao uamAi);;s for khus on wnicn zhe e7';vatIon 5s acT,uall:!; maac anu thoe“, .)n itic excavxtza mateiaa, tiubvr, '.) or otnt7T' obsottotis it.ay be dep Til-; /OW All tile shal3 be sc.onc ana or fit yliUity, and shall be carefully ia'kd en a smooth bottom vith joints fItting tightly. The grade shall be made by using m cross-head bk rod together with llorizontal sight-bars at staits above an below the point her the tiie is being 'laid, 230 ThlBUTARY OUTLIM: The Contrac6r shall guara against damaging outlets of tributary drains anu he shall afford opportunity to trie owners to connect tributary urains to the ain the as work progresses, Ana shall notify the owners when tributary drains are encountered. 2)4 MiO2L Any main, Awaro or kunicipal .)rains ancounterea shall be connectes:, to this urain constructe , anb.er the apecifications Any axistin tile drains ihi have an outlet in the upstream enc of this drain, .D.4 o;: an old drain . af - aich Tw.7 be reblecea by this drain, enall be conneotea to tllis crain, riese onctioh3 sha31 be made by the fJontractoro * PJLLINGt 113 laying oo r,he t'Zie pragreses, partial filling is be lacle at. tba fiiitAtiS sufficient to hold the tile in place After the work is i.nspectd by the Engineer or the Gommoner in charge of the work, the remaidr a the =:i material shall be - 1,skild to restore and maintain th. natural surfac;e of the ground° 26, PUOTCT,104 The : protecf;i ©n at the outlet of a tile drain shall be a 1„enth of corrugated m tal pipe fitted with a rodent-proof grate, The grate shall be hinged at the tap tp permit the exit of foreign material from the tile, The pipe shr11 be protected with haha placed rip rap in a manner satisfactory to the z;ngineer„ Whore heavy overflow is likely to occur the rip rap shAll ba extended up the slues to prevent the water cutting around the protecticnQ .5ettX;IFIU,ATiOiNeth (page 5) 27, CaTeielaealhe: Catchbasins shall be constructed in accordance with the standard plans providea. If there are no existing arains to be connected to t6e catch basin at the top enu of the drain, a plugged tile shall be placed in the upstream wall, with the same altimeter anu at the same elevation ao the outlet tile. where the catch basin is on a road allowance the Contractor shall ebtain from the Roau Superintendent approval of the location of the catch basin, the grate to be used and the elevation at which the top shall be set. A11 tile “itering the catch basin shall be tightly cemented into the wall. 28. UNSTABLE SOIL: If uurimg the construction of the arain quicksand, fine sand, silt, or other unstable soil conditions are encountered the Contractor shall immediately notify the eingineer or Commissioner in charge of the work. The basis of payment for such extra work shall be set by the Engineer. 29. EXCESS TIL4: If the tile are supplied by the Municipality, at the end of the job the Contr shall stockpile all excess tile in one rnaaily accessible location for pick-up by the Municipality. 30. LIVESTOCE: it shall be the responsibility of each owner to keep his livestock clear of the contruction area. Loss or damage to livestock in the construction area shall not be the liability of the Contractor except through negligence orcarelessness on the part of the Contractor and his Agents. IN AievITION: At Station 35-00 the Contractor shall connect the existing 10 inch diameter tile ana the new 12 inch aiameter and 16 inch diameter tiles with a junction box. From Station 35-00 to Station 10306 the Contractor shall construct the urain parallel to the existing drain° The abandoned open witch above Station 21-00 shall be graded in sufficiently to permit traversing of the aitch by ordinary fora machinery. .Ni) 44hEaEAS THE COUNCIL IS OF Tilit, OPINION: that the drainage of the area described is desirable; Therefore the Council of the Township of Kincardine, pursuant to the Drainage eict-1962a1963 enacts as follows: 1. That the report is hereby adopted, and the drainage works as therein indicated and set forth are hereby.authorized and shall be completed in accordance therewith° 2, The amount, assesseu against all lands and roads, after being reduceu by the grants available shall become au, and payable, upon completion of drain, and shall be levied and collected in the same mennor as other taxes are levieu and collectea, and shall be subject to the same penalties and rates of interest. 3. This BY-La6 comes into force on the passing thereof, and may be cited as the ialaI1 9 1967 BY-Laii. 67-170 Read a First 6econd time this uay of a..e / 196 ( ri CLERK COURT OF 11E111610N NOTICE is hereby given chat the Court of (evision will be held at the '2ownship Hall on the uay of _ 19 et the hour of to hear anu consider any complaint which may be ride under the foregoing By-Law or any complaint in respect of any matter in the saiu By-Law over which the saiu Council has jurJsaiction, Complaints must be in writing and in the hands of the Clerk ten full days before said meeting. FUTlitli NOTICE is hereby given that anyone intenaing to appeal to the Judge, not only against a decision of the Court of Revision, but also against the omission neglect or refusal of the Court of havision to hear or aeciue an appeal, must serve notice upon the Clark in writing of his intention within six weeks of the final passina of the seia by-Law, heaa a Thirst time anu anact60. this / L i REEVE �r �',si H. M. Meson, P.ENG. O.L.S. Tito BOA,* and Moboes 14aiA4a. 410440014 ToWnobtp of g4nuar0;11o, 0;4. Goi e.dtTOIW H. M. GIBSON CONSULTING ENGINEER LAND SURVEYOR LONDON to s000rdwile: tth your izotruct Potttioo otgood br/.. Joho Nothoonop otwor of Lot . CO noosol 7 t tho P 4.44 ti 0.0 1041,t 0,41 othoro oovior.4sioi tho *4 t7 ouobor at the gown* la *a sx** dr4Ao01404 1 hifero wad* Ito osOwtuottoo *nd estvey of 44o Aro* ond oobmt% herseith report, pian pretilos, sposAtioattcro a441, assesexeots for a woric to bo town AA tho 440 :400144.0a of tbo wort sod tbo At* attested by it proSle sod opociftoott000 oho, tM 4* 000toos, 4ra4s* .sposai, tot i.aterx*4 ab0 otser pool:44400os of tbo wort*. it to. 000.104opod ogottoblo to mAbo OA itilow*A00 tar Olooiato.0 600rtia a *Ossetic* 6 0 ttie bo**** At L 40000*0 f provt4to4 for tho 0000trootioot ealorwOornt *sowegeosot of Okra bruispes reams wry by %AO ‘00140 Altoottoo tO droAft t bootioo, 54* outmootlon 4 Wod 3004loo W of *40. brianAge 4e 4. rAititrOlug roop000Abti*tAOo mem it respect to olostrectt :nes SUov.444 ropatro uodorpAstatolt or othor attaraltio reqsAms4 far tio j4 j C0000soloo AoAd W7 1 Worm tho 40*t. thAroof Anotodtog Any noommMary *Apo*** Inoldowto thoroto odOtoot tho lown0A4 of glaloordiata havio4 000troi 414 tho sold rood I dotoro4ar the **wants to bo pout ia All000lkoe to Oftvor0 •utttlod tboroto audor 4oettoo of tUA brsAuago Act Ao fottosoi-0 Come or port Woos De.**** to. laA4 a:4roody 4, 004 0 i 4 W) Sovacrautos cosstruoto4 OTAIMOV DAMN hug*** MoLood Jobn A. 044b0o00 20 Wu C� 01/20.20 blawk.14 Cottiook Oorouvo caspbeti W4/2.022 )11/442 4alar4 "cob 23. Airoy Cooper Totat TO1 1.4 A Wo01144411 ilii4 , flA 371 SPRINGBANK DRIVE TELEPHONE 471 Dated; Ma* June. 1,496T fiIs Ns. 54 $1204400 4500,00 43090.09 ro .00 TOWNSHIP ar KINCARDINE - MATHESON DRAIR Project 01-4 MY ESTIMATE OF THE COST of the work is as follows:- 1,200 cu.yds. of excavation, including clearing of land of brush, removal of boulders up to 1/2 cubic yard and levliing of excavated material 10 lin.ft. of i8 inch diameter #16 gauge,Corrugated tal. Pipe, complete with Rodent Grate 10 lin.ft. of 1.2 inch diameter #16 gauge Corrugated Metal Pipe complete with Rodent Grate Installation of C.M"Pipo complete with heavy field stone protection 3,390 lin,ft. of 16 inch diameter #1 Field Tile Digging, laying and backfilling 1,390 liu.ft.of 12 inch dia:teter #1 Field Tile Digging, laying and backfilling 397 lin.ft. of 12 inch diameter #1 Field Tile Digging, laying and backfiliing 40 lin.ft. of 12 inch diameter #16 gauge Corrugated Metal Pipe Installation of C.M.Pipe with granular base and 2,291 lin.ft. of 10 inch diameter #1 Field Tile Digging, laying and backfilling 661 lin.ft. of 8 inch diameter #1 rield Tile Digging, laying and backfilling 611 lin.ft. of 7 inch diameter #1 Field Tile Digging, laying and backfilling 806 lin.ft. of 6 inch diameter #1 Field Tile Digging, laying and backfilling 6 Catchbasius 1 Junction. Bo Allowance under Section ?, of the Survey, Plan and Report Clerk's Fees By-laws Superintendence of Construction by Engineer Assistance and Expenses, Advertising, Letting Contract, Court of Revision, Interest, Commissioner's Fees, etc,. TOTAL ESTIMATED COST MATHESON' DRAIN . nage Act $ 600.00 30.00 25,0 100.00 2,550.00 2,210,00 625.00 625.00 180,00 180.00 70.00 100.00 800.00 800.00 150.00 200,00 110.00 165.00 120.00 200.00 540.00 80.00 4,790.00 1,350.00 75.00 75.00 675.00 575.00 $18,000.00 TOIWSIUP t F' KINCARDINE This sum of $18,000.00 I assess against the lands and road affected according to the annexed Schedule of Assessment. After construction, the drain shall be maintained by the Municipality of the Township of Kincardine at the expense of all the lands and roads assessed herein sad in the same relative proportion until said assessment shall be varied according to the provisions of the Drainage Act. SIG D: 0 CULT SIB Conc . Lot or part 7 18 Eugene McLeod on Drain ,. Prc J, #51-4 .M .Gibson, p.9 ng. O. +.. • Ft.diameter of 6 tt. diameter ing TOWNSHIP 01 KIN IN MATHESON DRAIN Project No. 51.4 SCHEDULE OF ASSESSMENT Conc.Lot or Approx part acres affected Owner 7 18 50 Eugene McLeod 1200.00 19 65 John Mathoson 5160,00' 20 50 Wilbur Cam bell 3195.00 21 15 ft .. 105.00 8 N1/2-20 1i /V0 ac-gt 15.00 81/2-49620 50 Harold Collins 720.00 21 85 Clarence Campbell 2460.00 /11/2-22 50 " Mf 1200,00 X1/2-22 50 Edward Jacob 1050.00 23 70 Elroy Cooper 1890.00 24 30 G. Morris 450.00 9 22 4 eb. /A/ e /2 45.00 TOTAL LANDS $17490.00 Roads Conc.Road 8/9 Slderoad 20/21 Township of Kincardine Pt f; TOTAL ROADS Benefit Liability T $18,000.00 OTAL LANDS AND ROADS . 60.00 450,00 $ 510.00 SPECIFICATIONS SKELTON, GIBSON & ASSOCIATES 371 Springbank Drive LONDON . . . Ontario 1. EXTENT OF WORK: These specifications and the report, plan and profile of the same date apply to and govern the construction of: 2,100 lineal feet of OPEN DRAIN? (1,200 cu.yds. ) 9,506 lineai feet of CLOSED DRAIN 6 Catehbasins 2. INSTRUCTIONS TO BIDDERS: Tenders will be received and contracts awarded only in the form of a lump sum for the completion of the whole work in accordance with the plan, profile and specifications or of such portions as specified in the Tender call. Each bidder shall file a sealed proposal and with it a certified cheque for a sum equal to ten per centum (107) of the bid price, made payable to the Municipality. If a person making such a proposal fails to enter into a contract pursuant to the requirements of the Council within fourteen days of acceptance of the proposal, the aforesaid cheque shall be forfeited to the Municipality. All certified cheques, except that of the bidder to whom the work is awarded, will be returned within ten days after the contract is awarded. The certified cheque of the bidder to whom the work is awarded will be returned with the final payment on the work. The bidders must examine for themselves the plans, profiles and spec- ifications, and the location of the proposed work, and exercise their own judgement as to the extent of the work to be done. The Contractor must assume all risks of variance in any computation by whomsoever made, of statements of amounts or quantities necessary to complete the work required by the contract. If any doubt exists in the mind of any person tendering as to the exact meaning of any portion of these specifications or this plan or profile, it must be removed before signing the contract agreement; thereafter the Contractor will be bound by the decision of the Engineer on all points. 3. ERRORS: The Contractor shall satisfy himself before the commencement of any part of the work, of the meaning of all stakes and marks, and any apparent errors which he may find shall be immediately reported to the Engineer for correction before the work is commenced. Should the Con- tractor attempt to correct the mistakes, he will be held liable to bring the work back to the proper grade. 4. TERMINATION OF CONTRACT: Time shall be deemed the essence of this contract. All the work included in the contract must be concluded on or before the date fixed at the time of sale. The Contractor further agrees that if at any time the Engineer shall be of the opinion and shall so certify in writing to the Municipal Council, that the said work or any part thereof is unnecessarily delayed or that the said Contractor is violating any of the conditions of this contract, or is executing same in bad faith, or if the said work is not fully completed within the time named in the contract for its completion, the Council shall have the power, five days after receiving notice of the Engineer, to 4. Continued: notify the said Contractor to discontinue all further work and terminate all future performance thereof by the Contractor but reserving all claims against the Contractor for breach of contract by written notice to be served upon the Contractor, either personally, or at his residence, or by registered mail, or with his agent in charge of the work. Thereupon the Contractor shall discontinue said work, and the Council shall have the power to procure labor, tools, material and machinery, by contract or otherwise, and to complete said work, and to charge the expense thereof, including other damages of every name and nature, to the aforesaid Contractor. The expense so charged shall be deducted and by the Council, out of such moneys as may then be due, or may at any time thereafter grow due, to the said Contractor under or by virtue of this Agreement. In case such expense is less than the amount which would have been payable under the contract if the work had been completed by said Contractor, he shall receive the difference, and in case such expense shall exceed the sum, he shall pay the amount of such excess to the Municipality. 5. ALTERATIONS: The Engineer may make minor changes in the work as it progresses, an amount proportionate to the amount contained in the tender being added to or deducted from the contract price to cover such changes. No change will be made unless ordered by the Engineer in writing. 6. SPECIAL CONDITIONS: If the Contractor should encounter any conditions of any sort which may not have been known to the Engineer, and were not provided for by these plans and specifications, and which would make necessary alterations to the plans and specifications in order that the work he completed in a satisfactory and workmanlike manner, the Contractor shall immediately notify the Engineer who will make the necessary alterations. Failure of the Contractor to so notify the Engineer shall not relieve the Contractor of the responsibility of fully completing the work and maintaining it for a period of one year after completion of construction. 7. UTILITIES, ETC.: The Contractor shall, before performing any work affecting the land or property of the Department of Highways, or any Railway, Telephone, or Pipeling Company or Public Utility, obtain at his expense any necessary permits. The Contractor shall further agree to perform the work affecting said lands or property in accordance with the specifications of such Depart- ment, Company or Utility, as though said specifications were hereto attached. 8. DAMAGES, LIABILITY: The Contractor shall pay all losses, damages or claims received by the Municipality and he shall protect and save harmless the Municipality against liability for any accidents, damages, casualty, losses or claims directly or indirectly arising out of the Contract, or manner of performance thereof by the Contractor, his agents, employees or sub - contractors. The Contractor will be solely liable for all injuries and /or accidents to workmen, and /or public and /or property and shall furnish the Municipality with proof of his insurance against all liabilities prior to obtaining the Contract. The Contractor shall be held liable for any expenses or damages occasioned by fences being left open or improperly closed, insufficient guarding and lighting or bad workmanship at places where a drain runs along or across a road allowance or any negligence in carrying on the work. Any such expense or damages may be deducted by the Engineer from the amount of the contract or may be recovered by the Municipality from the Contractor or his sureties. 9. PAYMENT: Progress payment in cash equal to about 80% of the value of the work done and materials incorporated in the work will be made to the Contractor on the written certificate of the Engineer. An additional 17% will be paid 30 days after the final acceptance by the Engineer, and 37. of the contract price may be reserved by the Municipality for one year. After the completion of the work, any part of this reserve may be used to make good defects developed within that time from faulty workmanship, materials supplied by the Contractor and loose backfill, provided that written notice shall first be given the Contractor so that he may promptly make good such defects if he so desires. 10. FINAL INSPECTION: All the work included in the contract must at the time of completion and final inspection have the full dimensions and cross - sections. Final inspection will be made by the Engineer within 30 days after he has received notice in writing from the Contractor that the work is completed or as soon thereafter as weather conditions permit. 11. STAKES: Stakes are set one hundred feet apart throughout the course of the work or as shown on the accompanying plan and profile. The Contractor shall he held liable for the cost of replacing any stakes or bench -marks destroyed during the course of construction and the drainage area shall be liable for the cost of replacing stakes or marks destroyed before commencement of construction. 12. LINE: The drain shall run in straight lines throughout each course except that at intersections of courses it shall run on a curve of at least 50 feet radius. The centre line of the present drain shall in general be the centre line of the finished work but the present courses shall be lined out and all sloping and widening necessary shall be done in such manner as to make the finished work uniform. 13. PROFILE: The drain is to be excavated to regular grade lines as shown on the profile. These grade lines are governed entirely by the bench -marks and show the bottom of the finished drain. In the case of tile drains the grade line is that of the inner side of the invert. The profile shows for the convenience of the Contractor and others the approximate depths from the surface of the ground at the points where the numbered stakes are set and from the average bottom of the present drain as taken at the time of survey but the bench- marks must govern. The depths are indicated on the profile in feet and tenths of feet. 14. EXCAVATION: Both sides of an open drain are to be sloped one foot horizontally to one foot vertically, or as otherwise shown on the accompanying profile. The drain shall have the full specified bottom width at the grade line. 15. EXCAVATED MATERIAL: A clear berm or margin of at least six feet shall be left between the top edge of the ditch and the spoil bank. No excavated material is to be left in any ditches, depressions, furrows or tiles intended to conduct water into the open drain. In no case shall the side of the spoil bank nearest the ditch have a slope greater than one and one half to one. Excavated material shall in general be placed on the lower side of the drain or on the side opposite trees and fences. The spoil shall be deposited, spread and levelled so that the land on which it lies may be cultivated with adjacent lands by use of ordinary farm machinery. This shall mean the spreading of material to a maximum depth of 12 inches. If the Contractor obtains a statement in writing, signed by the owner of lands affected that he does not wish the spoil to be levelled, the Engineer may release the Contractor from obligation in that regard. Disposal of the material shall be to the satisfaction of the Engineer or the Commissioner appointed to be in charge of the work. 16. ROADS: Where a drain is removed from the road allowance, the new channel shall be constructed entirely on farm lands and the excavated material shall be placed in the abandoned channel. Excess material, if any, not required for such filling, shall be placed on the adjoining farm lands. On road allowances, disposal of excavated material, levelling, backfilling, installation of culverts and catch basins, and all other work shall be performed as directed by the Superintendent in charge of the road concerned and to his satisfaction. Any corrugated metal pipe culverts laid under the travelled portion of any road allowance shall be laid on six inches of pit run gravel and shall be backfilled to the road surface with pit run gravel. Any paved road surface shall be restored with a similar paving material to the satisfaction of the road authority having jurisdiction. 17. CLEARING: Brush, timber, logs, stumps or stones or any other obstructions in the course of the work, and any brush along the banks thereof shall be removed to a sufficient distance to be clear of the excavated material, or to the width as shown on the profile. No brush or trees are to be left inside the slopes of the drain whether they come within the limits of the excavation or not. Brush removed from the drain and banks thereof shall be burned if sufficiently dry; otherwise it may be piled to tha satisfaction of the Engineer. Contractors will be permitted to cut standing timber along the banks of the drain to the extent that may in the opinion of the Engineer be reasonably necessary for the operation of the excavating equipment. Timber necessarily cut by the Contractor shall be left on the property where found for the use or disposal of the owner 18. FENCES: The Contractor will be permitted to remove fences to the extent necessary to enable him to excavate the drain and dispose of the material. Any such fences must be carefully handled so as to cause no unnecessary damage, and shall be replaced by the Contractor in as good condition as found so far as material permits. Fences shall be properly stretched and fastened. Replacing of the fences shall be to the satisfaction of the Engineer, or the Commissioner appointed to be in charge of the work. When authorized by the Engineer, the Contractor shall supply new materials to repair a fence, the cost of such material being an additional expense to the drainage area. 19. EXCAVATION AT BRIDGE SITES: The Contractor shall be required to excavate the drain to full depths and as nearly as possible to the full widths and slopes at the sites of all bridges. Temporary bridges may be removed for this purpose and the material left at the side of the drain for the subsequent use of the owner in rebuilding. Bridges of a permanent character are not to be unnecessarily disturbed, the excavation at these bridges being made if necessary by hand, tractor, or other suitable means. 20. BRIDGES: All bridges hereafter constructed or reconstructed, in order not to be regarded as obstructions, shall have openings of clear width equal to twice the specified bottom width of the drain. 21. ALLOWANCES FOR DAMRGES: The damages for which allowances are made include damages for lands on which the excavation is actually made and those on which excavated material, timber, brush or other obstructions may be deposited. 22. TILE AND LAYING: All tile shall be sound and of first quality, and shall be laid carefully on a smooth bottom with joints fitting tightly. The grade shall be made by using a cross -head boning rod together with horizontal sight -bars at stakes above and below the point where the tile is being laid. 23. TRIBUTARY OUTLETS: The Contractor shall guard against damaging outlets of tributary drains and he shall afford opportunity to the owners to connect tributary drains to the main tile as work progresses, and shall notify the owners when tributary drains are encountered. 24. MAIN OUTLETS: Any Main, Award or Municpal Drains encountered shall be connected to this drain constructed under these specifications. Any existing tile drains which have an outlet in the upstream end of this drain, or of an old drain which may be replaced by this drain, shall be connected to this drain. These connections shall be made by the Contractor. 25. FILLING: As the laying of the tile progresses, partial filling is to be made at the sides sufficient to hold the tile in place. After the work is inspected by the Engineer or the Commissioner in charge of the work, the remainder of the excavated material shall be used to restore and maintain the natural surface of the ground. 17. CLEARING: Brush, timber, logs, stumps or stones or any other obstructions in the course of the work, and any brush along the banks thereof shall be removed to a sufficient distance to be clear of the excavated material, or to the width as shown on the profile. No brush or trees are to be left inside the slopes of the drain whether they come within the limits of the excavation or not. Brush removed from the drain and banks thereof shall be burned if sufficiently dry; otherwise it may be piled to the satisfaction of the Engineer. Contractors will be permitted to cut standing timber along the banks of the drain to the extent that may in the opinion of the Engineer be reasonably necessary for the operation of the excavating equipment. Timber necessarily cut by the Contractor shall be left on the property where found for the use or disposal of the owner. 18. FENCES: The Contractor will be permitted to remove fences to the extent necessary to enable him to excavate the drain and dispose of the material. Any such fences must be carefully handled so as to cause no unnecessary damage, and shall be replaced by the Contractor in as good condition as found so far as material permits. Fences shall be properly stretched and fastened. Replacing of the fences shall be to the satisfaction of the Engineer, or the Commissioner appointed to be in charge of the work. When authorized by the Engineer, the Contractor shall supply new materials to repair a fence, the cost of such material being an additional expense to the drainage area. 19. EXCAVATION AT BRIDGE SITES: The Contractor shall be required to excavate the drain to full depths and as nearly as possible to the full widths and slopes at the sites of all bridges. Temporary bridges may be removed for this purpose and the material left at the side of the drain for the subsequent use of the owner in rebuilding. Bridges of a permanent character are not to be unnecessarily disturbed, the excavation at these bridges being made if necessary by hand, tractor, or other suitable means. 20. BRIDGES: All bridges hereafter constructed or reconstructed, in order not to be regarded as obstructions, shall have openings of clear width equal to twice the specified bottom width of the drain. 21. ALLOWANCES FOR DAMAGES: The damages for which allowances are made include damages for lands on which the excavation is actually made and those on which excavated material, timber, brush or other obstructions may be deposited. 22. TILE AND LAYING: All tile shall be sound and of first quality, and shall be laid carefully on a smooth bottom with joints fitting tightly. The grade shall be made by using a cross -head boning rod together with horizontal sight -bars at stakes above and below the point where the tile is being laid. 23. TRIBUTARY OUTLETS: The Contractor shall guard against damaging outlets of tributary drains and he shall afford opportunity to the owners to connect tributary drains to the main tile as work progresses, and shall notify the owners when tributary drains are encountered. 24. MAIN OUTLETS: Any Main, Award or Municpal Drains encountered shall be connected to this drain constructed under these specifications. Any existing tile drains which have an outlet in the upstream end of this drain, or of an old drain which may be replaced by this drain, shall be connected to this drain. These connections shall be made by the Contractor. 25. FILLING: As the laying of the tile progresses, partial filling is to be made at the sides sufficient to hold the tile in place. After the work is inspected by the Engineer or the Commissioner in charge of the work, the remainder of the excavated material shall be used to restore and maintain the natural surface of the ground. 26. PROTECTION: The protection at the outlet of a tile drain shall be a length of corrugated metal pipe fitted with a rodent -proof grate. The grate shall be hinged at the top to permit the exit of foreign material from the tile. The pipe shall be protected with hand placed rip rap in a manner satisfactory to the Engineer. Where heavy overflow is likely to occur the rip rap shall be extended up the sides to prevent the water cutting around the protection. 27. CATCHBASINS: Shall be constructed in accordance with the standard plans provided. If there are no existing drains to be connected to the catch basin at the top end of the drain, a plugged tile shall be placed in the upstream wall, with the came diameter and at the same elevation as the outlet tile. Where the catchbasin is on a road allowance the Contractor shall obtain from the road superintendent approval of the location of the catchbasin, the grate to be used and the elevation at which the top shall be set. All tile entering the catchbasin shall be tightly cemented into the wall. 28. UNSTABLE SOIL: If during the construction of the drain quick sand, fine sand, silt or other unstable soil conditions are encountered the Contractor shall immediately notify the Engineer or Commissioner in charge of the work. The basis of payment for such extra work shall be set by the Engineer. 29. EXCESS TILE: if the tile are supplied by the Municipality, at the end of the job the Contractor shall stockpile all excess tile in one readily accessible location for pick -up by the Municipality. 30. LIVESTOCK: It shall be the responsibility of each owner to keep his livestock clear of the construction area. Loss or damage to livestock in the construction erea shall not be the liability of the Contractor except through negligence or carelessness on the part of the Contractor and his Agents. 31. TRENCH WIDTH: The minimum width of trench shall be not less than the outside diameter of the drain tile plus six (6) inches, except where authorized in writing by the Engineer. 32. RODENT GRATES: Rodent Grates shall be an integral part of the Corrugated Metal Culvert at the outlet. These grates shall be equivalent to that manufactured by the Ontario Culvert and Metal Products Ltd., 180 Columbia St., Waterloo, Ontario. 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