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Home My WebLink AboutKIN 68 2013 Drainage works -.'.~-- --1' ~, .~ . . . . " . "'=' . . '"0''''''' ''''-'- CORPORATION OF THE '!'OWN OF KINCARDINE BY-LAW No. 2013 ST]!.ìlART DRAIN """. ~-"" A By-law to provide fOr drainage works in he Town of Kincardine in the County of Bruce. and for the bo rowing on the debit of the municipality the sum of Two Thousand Seven Hundred and Thirty Dollars ($2.730.00) for completing the drainage works. WH'R'R'R"-S THE REQUISITE NUMBERS OF OWNERS as shown by the ' last assessment roll (revised). of the property h reinaftter set forth requiring drainage have petitioned the Coun il of the Town- ship of Huron praying that the lands and roads ma be drained by a drainage works. Town of Kincardine Cone. A -- Lots Pari< of Lots A. B. &: C. Township of Huron' Cone. 10 - Lots 33. 34. 35, 36 & 37. Cone. 11 - Lots 29.30.31,32.33.34.35.36. &: 37. Cone. 12 - Lots 29.30.31.32.33.34.35.36. &: 37. Cone. A - Lots 55.56.57.58.59.60.61.62.63.64.65.66. &: 67. AND WHERßAS the said Council has procured a repo t by H.M. Gibson. P.Eng.. O.L.S. 3?1 Springbank Drive. London. Ontario. And the report is as follows: File No. - 43-19 January Oth. 1968. The Mayor and Members. Municipal Council Town of Kincardine. Ontario. GENTLEMEN: - §TEWART DRAIN In accordance'with your instructions rsuant to a petition signed by: ARCHl:E STEWART. owner of part of Lots 35. 36 and 37 in ConceSsioh 12 of the Said Township. and others comprising the majority in number of area requiring drainage, I have made an examine. the area and submit herewith report, plan. prof and assessment for a work to be known as the - STEWART DRAIN - The plan shows the location of the wo affected by it; the profiles and ,specifications grades, disposal of material and other particu1 he owners in an ion and survey of 1es, specifications k and the lands show çhe dimensions. rs of the work. It is considered'equitable to make an Severance. Section 8. subsection 6 of the Drain instead of providing for the construction. en1a improv6IDent of farm bridges rendered necessary Attention is drawn to Section 54, subséc of the Drainage Act regarding responsibilities respect to obstructions. Should repairs. underpinning or othe altera~ions be reqired for the m,ghway Bridge on 21. I assess he cost thereof allowance for ge Act 1962-63 gement or other y the work. ion 1 and Section r f owners with '" '",' '-~"'-,~". 0< " . . . . . . ~~¡o< .... " including any neaessary expenses incidental th reto against the Department of Highways of Ontario having contr 1 of said road. Should repairs. underpinning or othe required for the Railway Bridge on the Canadi on the main drain. at about Sta. 16+50. 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'< . o o ::I en C't 2 o C't <D P. .ä. ~-- + m!iSHIP OF HUf¡pN - STEWART DRAIN - Pro.1ect #4 -19 MY ESTIMkTE OF THE COST of the work is as foll(ws:- · "fORK IN THE TOWN OF KINCARDINE MAIN DRAIN 3500 Cubic yards of excavation including r moval of brush. trees and boulders up to 11 cubic yards, and levelling of excavated mat rial. $ 2,200.00 WORK ON THE LAl'DS OF THE CANADIAN NATIONAL RAI WAYS 150 Cubic yards of excavation. including removal of brush. trees and boulders up to l/~ cubic yards, and disposal and levelling of he excavated material )00.00 WORK IN THE TOWNSHIP OF HURON MAIN DRÞ.Æ · 6500 Cubic yards of excavation including r mova1 of brush. trees and boulders up to II cubic . yards, and levelling of excavated mat rial 6,000.00 "A" DRAÆ 4800 cubic yards of excavation including r moval of brush, trees and boulders up to II cubic yards and levelling of excavated mate ial 3,600.00 390 Lineal feet of 12" diameter #1 Field ile IPO 00 Digging. laying and backfilling (:.35.00 445 Lineal feet of 10" diameter #1 Field ~ile 160.00 ~igging. laying and backfilling 200.00 , 695 Lineal feet of 8" diameter #1 Field T I'-le 175.00 Digging. laying and backfilling 280.00 . 200 Lineal feet of 7" diameter #1 Field 'D 1'-1e 40.00 Digging, laying and backfilling 70.0D · lJO lineal feet of 63 diameter #1 Field T ...le 20.00 Digging. laying and backfilling 40.cb 10 lineal feet of 12" diameter. 14 gauge Corrugated Metal Pipe complete with Rodent Grate 25·00 Installation of Corrugated Metal Pipe 50.00 WORK ON HIGHW~Y #21 60 lineal feet of 83 diameter. 16 gauge Corrugated Metal Pipe 80.00 Installation of Corrugated Metal PipE 500.00 WOR~ ON T!ffi LAr-ms 0 F THE C^ ?fAD~_NATIO~AL BE' L..WAYS 60 lineal feet of 6" diameter. 16 gauge Corrugated Metal Pipe Eo DD Installation of Corrugated Metal PipE 500.00 1 Catch basin: Sta. A48+50 125.DO · r· I . < -. "-'" _ !N '1.'JØ TOWNSH,IP OF BY!iON . ~ 1$BAm 140 lineal feet of a~ diameter #1 Field ~11 D1gging. laying and backfilling 48a lineal feet of 6" d1ameter #1 Field Ti1 Digging. laying and backfilling 10 lineal feet of a" diameter. 16 gauge Co ted Metal Pipe co.p1ete with Rodent Grate Installation of Corrugated Metal pipe . . . . . W<?~ ON. = LANDS OF ~JWJ;~ NATIONAL RAILWA.Y 10 L1neal feet of 6" diameter. 16 gauge Co rugated Metal Pipe Insta1lat1on of Corrugated Metal Pipe 1 Catch bas1n: ata. B6+70 ~ 35? Lineal feet of 6" diameter #1 Field Ti1 Digging. laying and 'bãckfilling 10 ruse. ted Corrugated Metal Pipe 1 Catch Basin: Sta. C. 4+J9 ~~ DRAIN 276 lineal feet of 6" dil,meter #1 Field T1l Digging. laying and backfilling 10 l1neal feet of 6" d1ameter 16 gauge Cor Metal Pipe coæplete with Rodent Grate Installation of Corrugated ~etal Pipe o C AD TIONÞ~ Rh 70 lineal feet of 6" diameter, 16 gauge Co rugated Ketal Pipe Installation of Corrugated Metal Pipe 1 Catch basin: Sta. D.J+56 ,~ DRAIN 3500 CUbic yards of excavation including re brush. trees and boulders up to 1/2 and levelling of excavated material ""II BIWiŒ 336 lineal feet of 8" diameter #1 Field Ti e Digging. lay1ng and backfilling, 300 lineal feet of 7" diameter #1 Field Ti e Digging. Ja.ying and backfilling 114 lineal feet of 12" diameter. 16 gauge Metal Pipe Perforated Installation of Corrugated Metal Pipe l . 40.00 60.00 75.00 150.00 15.00 35.00 70.00 500.00 125.00 '5.00 110.00 10.00 30.00 70.00 500.00 125.00 45.00 85.00 10.00 JO.OO 70.00 500.00 125.00 2.000.00 85.00 155.00 60.00 105.00 125.00 250.00 · · . . · · W0!iK IN THE TOWNSHIP OF B!lti0N ~G" DtiAIN 590 lineal feet of 16" diameter #1 Field T e Digging, laying and backfilling 1000 lineal feet of 14" diameter #1 Field T 1e Digging. laying and backfilling 1220 lineal feet of 12" diameter #1 Field T le Digging. laying and backfilling 513 lineal feet of 10" diameter #1 Field T le Digging. laying and backfilling 10 lineal feet of 18" diameter. 12 gauge rrugated Metal Pipe complete with Rodent Grate Installation of Corrugated Metal Pipe . 455·00 535.00 620.00 750.00 565.00 735.00 180.00 235.00 40.00 50.00 WORK ON HIGHWAY #21 80 lineal feet of IS" diameter. 16 gauge. Corrugated Metal Pipe= 175·00 Installation of Corrugated Metal pipe 600.00 2 Catch basins: G.20+81; G.34+13 250.00 :Jl" DRAIN 1920 lineal feet of 10" diameter #1 Field T le Digging. laying and backfilling 82 lineal feet of 8" diameter #1 Field Ti e Digging. laying and backfilling 695.00 865.0C 25.0 35.C~ WORK ON HIGHWAY !lJ:1 80 lineal feet of 12" diameter. 14 gauge orrugated Metal Pipe 170.00 Installation of Corrugated Metal Pipe 600.00 2 Catch basins: H.6+44¡ H.20+82 "J" DRAIN ?OO lineal feet of 8" diameter #1 Field T le Digging. laying and backfilling 400 lineal feet of 7" diameter #1 Field T le Di3ging. laying and backfilling 1118 lineal feet of 6" diameter #1 Field T le Digging. laying and backfilling WORK ON HIGHWAY #21 60 lineal feet of 6· diameter. 16 gauge rrugated Metal Pipe Installation of Corrugaged Me1<a1 Pipe 1 Catch basin: J.22+78 250.00 175.00 280.00 80.00 140.00 170.00 335.00 60.00 500.00 125.00 . , TOWNSHIP OF HURON - STEW' TD WORK IN THE TOWNSHIP OF HURON · "Lit DJ'!Alli 852 lineal feet of 6" diameter #1 Field T 1e Digging, lay1ng and backfilling $ IJO.OO 260.00 WO~ ON HIGHWAY #21 60 lineal feet of 6" diameter, 16 gauge orrugated Metal Pipe Installation of Corrugated Metal Pipe 1 Catch basin: L..5+25 60.00 500.00 125.00 "M" DRAIN · . 75 CUbic yards of excavation including r mova1 of brush, trees and boulders up to 11 cubic y~rds, and levelling of excavated mat rial 19JJ lineal feet of 14" diameter #1 Field ile Digging, laying and backfilling 7Jl lineal feet of 10" diameter #1 Field lle Digging, 1ay1ng and backfilling 1126 lineal feet of 7" diameter #1 Field T 1e Digging, laying and backfilling 688 lineal feet of 6" diameter #1 Field T lee Digging, 1ay1ng and backfilling 10 lineal feet of 15" diameter 14 gauge orrugated Metal,Pipe, complete with Rodent Grat Installation of Corrugated Metal Pipe 150.00 1,200.00 1,450.00 265.00 3JO.00 340.00 485,00 105·00 210.ú" JO.OO 50.00 1 Catch basin: M "N" DRAIN . 2968 lineal feet of 14~ diameter #1 Field lie 1,840.00 Digging, 1ay1rig and backfilling 2,230.00 · 1622 lineal feet of 12" diameter #1 Field 750.00 Digging, laying and backfilling 975.00 684 lineal feet of 12" diameter #1 Field 315.00 Digging, laying and backfilling 410.00 10 lineal feet of 15" diameter 14 Gauge Meul Pipe, complete with Rodent Gra JO.OO Insta11at1on of Corrugated Metal Pip 50.00 1 Catch basin: N . 33+78 125.00 "P" ~IN 66 lineal feet of 8" #1 Field Tile 20.00 Digging, laying and backfilling JO,r 64 lineal feet of 811 diameter, 16 gauge Corrugated Metal Pipe, perforated 70.0r Installation of Corrugated Metal Pip 250.00 . _"_ 0___.'...-- < ~ . . . . . . " , SHIP OF HURON - STEW T DRAIN wg~ IN TIm TOWNSHIP OF HURON ItB- & ItS- DRAINS 50 Cubic yards of excavation including rew al of brush, trees and boulders up to 1/2 bic yards and levelling of exoavated materi 5140 lineal feet of 12" diameter #1 Field T Ie Digging, laying and backfilling $ 100.00 2,400.00 3.100.00 ...... 975 lineal feet of 10" diameter #1 Field T le Digging, laying and baokfilling 1125 lineal feet of 6" diameter #1 Field Ti e Digging, laying and backfilling 100 lineal feet of 12" diameter, 14 gauge orrugated Metal Pipe complete with Rodent Grate Installation of corrugated Metal Pipe 350.00 450.00 190.00 380.00 220.00 )00.00 60 lineal feet of 12" diameter, 14 gauge Metal Pipe, perforated Installation of corrugated Metal Pipe 80 lineal feet of 6" diaweter, 18 gauge C rrugated Metal Pipe Perforated Installation of Corrugated Metal Pipe rrugated 130.00 200.00 Survey, Plan & Report Allowances under Section 8 of the Drainage Act Clerks Fees - Town of Kincardine 60.00 200.00 6,000.00 14,100.00 40.00 35.00 )00.00 250.00 3,000.00 ),135.00 - - - - -$78.000.00 By"¡'aws - Town of Kincardine Clerks Fees - Township of Huron By-Laws - Township of Huron ,supervision of Construction (by the Engineer) Contingencies & Commissioners Fees TOTAL ESTIMATED COST - - - - - - - - - - - - - This sum of $78,000 I assess against the 1a s and roads affected according to the annexed Schedule of A sesswent. Whether or not the Canadian National Rallwa work on its property it shall be assessed the a work as a special assessment in addition to the assessments. elects to do the tua1 cost of the Benefit and Outlet Whether or not the Department of Highways 0 do the work on Highway #21 it shall be assessed the work as a special assessment in addition to Outlet assessments. Ontario elects to the actual cost of the Benefit and After oonstruction, that portion of the dra n lying within the Township of Huron shall be maintained by the icipa1ity of the Township of Huron at the expense of all the lan s and roads assessed herein and in the same relative proportion unti said assessment shall be varied according to the provisions of the Dr inage Act, with the exception that the Speoial Assessments shall no be a part of the maintenance schedule. - II"'" . . . , r' . . . , , , After construction, that portion of the dr within the Town of Kincardine shall be maintai ,Municipality of the Town of Kincardine at the the lands and roads assessed herein and in the proportion until said assessment shall be vari the provisions of the Drainage Act, with the e the Special Assessments shall not,be a part of Schedule. . Signed "H. M. 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U> I:'" I:'" ::1 ..;¡ CD t':I ::a ~ ~ ¡z :<> :æ: ~ d d U> cr.. . d ~ H · Z ~ ""', þ:g' '" I-' I-' Ø> ::1 . ~ ~ ~ o'CD~ 0-- V'I '" 0 0 ......., , I-' ~ ~ '" '" I-'....H 0 0 0 0 0 ....ei":æ: · . . . · ei" '*'" 0 0 0 0 0 .... d it 0 0 0 0 0 CD 5'! CD H :æ: · .. I-' Þ:P '" V'I '" 0-- I-' I-' 0 I-' '" ..,.. '" '" '" OQ. '" Ø>ei" · . . . . . . . . . · 0'1-' 0 0 0 0 0 0 0 0 0 0 0 ....CD 0 0 0 0 0 0 0 0 0 0 0 I-'ei" .... ei" .... CD en · ... \oJ \oJ 8 U> 8 "0 . 1j . 8 8 , · · . . · · ~ """"""':':.~"':':,,f. H. M. GIBSON LTD. 371 S ringbank Drive LONDO . . . Ontario SPECIFICATIONS STEWli.RT DRAIN 1. EXTENT OF WORK: These specifications and he report, plan and profile of the same date apply to and g vern the con- struction of: 15,496 lineal feet of OPEN DBAIN (18, 75) cu. yards 30,308 lineal feet of CLOSED DRAIN 12 Catch Basins 2. INSTRUCTIONS TO BIDDERS: Tenders will be r tracts awarded only in the form of a lump s completion of the whole work in accordance profile and specifications or of such portions the Tender call. ceived and con- m for the ith the plan, s specified in Each bidder shall file a sealed proposal and with it a certified cheque for a sum equal to ten per centum (10%) of the bid price, made payable to the Municipa ity. If a person making such a þroposal fails to enter into contract pursuant to the reqirements of the Council within fo rteen days of acceptance of the proposal, the aforesaid c eque shall be for- feited to the Municipality. hll certified heques, except that of the bidder to whom the work is awar ed, will be . returned within ten days after the contract is awarded. The certified cheque of the bidder to whom the ork is awarded will be returned with the final payment on he work. The bidders must examine for themselves files and specifications, and the location work, and exercise their own Judgement as t the work to be done. The Contractor must a of variance in any computation by whomsoeve ments of amounts or quantities necessary to required by the contract. If any doubt exists in the mind of any p to the exact meaning of any portion of thes or this plan or profile, it must be removed the contract agreement; thereafter the Con bound by the decision of the Engineer on al 3. ERRORS: The Contractor shall satisfy himse commencement of any part of the work, of th stakes and marks, and any apparent errors w shall be immediately reported to the Engine before the work is commenced. Should the Co to correct the mistakes, he will be held li work back to the proper grade. he plans, pro- f the proposed the extent of sume all risks made, of state- complete the work rson tendering as specifications efore signing actor will be points. before the meaning of all i ch he may find for correction tractor attempt Ie to bring the TERMINáTION OF CONTRL.CT: Time shall be dee d the essence of this contract. All the work included in he contract must be concluded on or before the date fixed at he time of sale. The Contractor further agrees that if at an time the Engineer shall be of the opinion and shall so certif in writing to the Municipal Council, that the said work or an part thereof is unnecessarily delayed or that the said Cent ctor is violating any of the conditions of this contract, or is executing same in bad faith, or if the said work is not ful y completed within the time named in the contract for its completion, the Council shall have the power, five days fter receiving 4. , . . . . . . > ~ "", ".,~. .,!.. 4 - continued: notice of the Engineer, to notify the said ntractor to dis- continue all further work and terminate all uture performance thereof by the Contractor but reserving all 1aims against the Contractor for breach of contract by written notice to be served upon the Contractor, either personall , or at his resi- dence, or by registered mail, or with his ag nt in charge of the work. Thereupon the Contractor shall di continue said work, and the Council shall have the power t procure labor, tools, material and machinery, by contract 0 otherwise, and to complete said work, and to charge the exp nse thereof, including other damages of every name and na ure, to the aforesaid Contractor. The expense so charge shall be deducted and by the Council, out of such mon ys as may then be due, or may at any time thereafter grow d e, to the said Contractor under or by virtue of this Agreem nt. In case such expense is less than the amount which would ve been payable under the contract if the work had been comp eted by said Contractor, he shall receive the difference, and in Case such expense shall exceed the sum, he shall pay t e amount of such excess to the Municipality. ALTERATIONS: The Engineer may make minor c as it progresses, an amount proportionate to tained in the tender being added to or deduc contract price to cover such changes. No c made unless ordered by the Engineer in writi 6. SPECIAL CONDITIONS: If the Contractor shaul encounter any conditions of any sort which may not have be n known to the Engineer, and were not provided for by these plans and speci- fications, and which would make necessary a1 erations to the plans and specifications in order that the rk may be com- pleted in a satisfactory and workmanlike ma er, the Contractor shall immediately notify the Engineer who wi 1 make the necessary alterations. Failure of the Cont ctor to so notify the Engineer shall not relieve the Contracto of the responsi- bility of fully completing the work and mai taining it for a period of one year after completion of cons ruction. 5. 7. UTILITIES, ETC.: The Contractor shall, bef work affecting the land or property of the Highways, or any Railway, Telephone, or Pip or Public Utility, obtain at his expense an The Contractor shall further agree to perfo ing said lands or property in accordance wi of such Department, Company or Utility, as cations were hereto attached. 8. es in the work the amount con- ed from the e will be re performing any epartment of line Company or necessary permits. the work affect- h the specifications hough said specifi- Dl~ES, Lli.BILITY: The Contractor shall p y all losses, damages or claims received by the ~unicipa1 ty and he shall protect and save harmless the Municipality gainst liability for any accidents, damages, casualty, 10sse or claims directly or indirectly arising out of the Contract, r manner of perform- ance 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/o public and/or property and shall furnish the Municipality with proof of his insurance against all liabilities prior to btaining the Contract. The Contractor shall be held liable for ny expenses or damages occasioned by fences being left ope or improperly closed, insufficient guarding and lighting r bad workmanship at places where a drain runs along or acros a road allowance or any negligence in carrying on the work. Any such expense or damages may be deducted by the Engineer rom the amount of the contract or may be recovered by the Mun cipality from the Contractor 0= his sureties. , . · · . . .\ ~, · · I- 9· 10. 11. 12. Pl~YMENT: Progress payment in cash equal to about 80% of the value of the work done and materials incorp rated in the work will be made to the Contractor on the writt n certificate of the Engineer. An additional 17% will be pa d JO days after the final acceptance by the Engineer, and J% of the contract price may be reserved by the Municipality for one year. bfter the completion of the work, any part of this re erve may be used to make good defects developed within that ime from faulty workmanship, materials supplied by the Cont actor and loose backfill, provided that written notice shal first be given the Contractor so that he may promptly make good such defects if he so desires. FINAL INSPECTION: All the work included in at the time of completion and final inspect dimensions and crass-sections. Final inspe by the Engineer within 30 days after he has in writing from the Contractor that the wor as soon thereafter as weather conditions pe STAKES: Stakes are set one hundred feet a course of the work or as shown on the accom profile. The Contractor shall be held liab replacing any stakes or bench-marks destroy of construction and the drainage area, shall cost of replacing stakes or marks destroyed ment of construction. LINE: The drain s~ll run in straight line course except that at intersections of cour on a curve of at least 50 feet radius. The the present drain shall in general be the c finished work but the present courses shall all sloping and widening necessary shall be manner as to make the finished work uniform the contract must on have the full tion will be made received notice is completed or it. rt throughout the nying plan and e for the cost of d during the course be liable for the before commence- throughout each es it shall run centre line of ntre line of the be lined out and done in such gular grade lines are governed tom of the finished line is that of hows for the con- proximate depths where the bottom of the but the bench- on the profile PROrILE: The drain is to be excavated to r as shown on the profile. These grade lines entirely by the bench-marks and show the bo drain. In the case of tile drains the grad the inner side of the invert. The profile venience of the Contractor and others the a from the surface of the ground at the point numbered stakes are set and from the averag present drain as taken at the time of surve marks must govern. The depths are indicate in feet and tenths of feet. 14. EXCAVATION: Both sides of an open drain ar to be sloped one foot horizontally to one foot vertically, 0 as otherwise shown on the accompanying profile. The dra n shall have the full specified bottom width at the grade Ii lJ. 15. EXCAVATED ÞiA.TERlAL: 11: clear berm or margin of at least six feet shall be left between the top edge of he ditch and the spoil bank. No excavated material is to be left in any ditches, depressions, furrows or tiles intended to c nduct water into the open drain. In no case shall the side f the spoil bank nearest the ditch have a slope greater tha one and one half to one. Excavated material shall in gener be placed on the lower side of the drain or on the side opposite trees and fences. The spoil shall be deposited, spr d and levelled so that the land on which it lies may be cult ated with adjacent lands by use of ordinary farm machinery. is shall mean the spreading of ~aterial to a maximum depth 0 12 inches. If the Contractor obtains a statement in writing, signed by the owner of the lands affected that he does not wis the spoil to be levelled, the Engineer may release the co tractor from obligation in that regard. Disposal of th 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 ro d allowance, the new channel shall be constructâd entirely on farm lands and the excavated material shall be placed in the ab ndoned channel. Excess material, if any, not required for su h filling, shall be placed on the adjoining farm lands. On ad allowances, disposal of excavated material, levelling, ckfilling, installation of culverts and catch basins, d all other work shall be performed as directed by the Superi tendent in charge of the road concerned ~~d to his s~tisfactio Any corrugated metal pipe culverts laid u portion of any road allowance shall be laid pit run gravel and shall be backfilled to th pi t run gravel. Any paved road surface sha a similar paving material to the satisfactio authority having jurisdiction. 17. CLEARING: Brush, timber, logs, stumps or st nes or any other obstructions irr:the course of the work, and ny brush along the banks thereof shall be removed to a suff cient distance to be clear of the excavated material, or to th 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 d ain 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 th banks of the drain to the extent that may in the opinion f the Engineer be reasonably necessary for the operation of the excavating equipment. Timber necessarily cut by the Co tractor shall be left on the property where found for the use or dispo~l of the owner. 18. 19. 20. 21. FENCES: The Contractor will be permitted to the extent necessary to enable him to excava dispose of the material. Any such fences mu handled so as to c~use no unnecessary damage replaced by the Contractor in as good condit far as material permits. Fences shall be pr and fastened. Replacing of the fences shall faction of the Engineer, or the Commissioner in charge of the work. When authorized by t Contractor shall supply new materials to re cost of such material being an additional ex drainage area. EXCAVATION AT BRIOOE SITES: The Contractor to excavate the drain to full depths and as to the full widths and slopes at the sites 0 Temporary bridges may be removed for this pu material left at the side of the drain for t of the owner in rebuilding. Bridges of a pe are not to be un&ecessarily disturbed, the e bridges being made if necessary by hand, tra suitable means. BRIOOES: All bridges hereafter constructed in order not to be regarded as obstructions, ings of clear width equal to twice the speci of the drain. ¡ü.LOWAN:gJ!:S FOR DAfI'JAGES: The damages for whi made include dama~es for lands on which the actually made and~those on which excavated or other obstructions may be deposited. der the travelled n six inches of road surface with 1 be restored with of the road remove fences to e the drain and t be carefully and shall be on as found so perly stretched be to the satis- appointed to be e Engineer, the ir a fence, the ense to the hall be required early as possible all bridges. pose and the e subsequent use nent character cavation at these tor, or other or reconstructed, shall have open- led bottom width h allowances are xcavation is terial, timber ~ . . . ., . . , 22. 23. 24. 25· 26. 27. 28. 29. JO. 31. , , TILE liND LJ..YING: 1.11 tile shall be sound a and shall be laid carefully on a smooth bot fitting tightly. The grade shall be made b head boning rod together with horizontal si above and below the point where the tile is TRIBUTARY OUTLETS: The Contractor shall damaging outlets of tributary drains and he afford opportunity to the owners to connect to the main tile as work progresses, and s owners when tributary drains are encountere MAIN OUTLETS: Any Main, áward or Municipal shall be connected to this drain constructe specifications. Any existing tile drains w in the upstream end of this drain, or of an may be replaced by this drain, shall be co drain. These connections shall be made by FILLING: l.s the laying of the tile progres is to be made at the sides sufficient to ho place. hfter the work is inspected by the commissioner in charge of the work, the re excavated material shall be used to restore natural surface of the ground. PROTECTION: The protection at the outlet 0 shall be a length of corrugated metal pipe rodent-proof grate. The grate shall be hi to permit the exit of foreign material from pipe shall be protected with hand placed ri satisf.actory to the Engineer. Where heavy to occur the rip rap shall be extended up t vent the water cutting around the protectio of first quality m with joints using a cross- t-bars at stakes eing laid. rd against shall afford tributary drains 11 notify the drains encountered under these ich have an outlet old drain which ected to this he Contractor. es, partial filling d the tile in ineer or the inder of the and maintain the a tile drain itted with a ed at the top the tile. The rap in a manner verflow is likely e sides to pre- C1.TCHBASINS: Shall be constructed in accor nce with the standard plans provided. If there are no e isting drains to be connected to the catch basin at the top nd of the drain, a plugged tile shall be placed in the upstr am wall, with the same diameter and at the same elevation as he outlet tile. Where the catchbasin is on a road allowance the Contractor shall obtain from the road superintendent a provãl of the location of the catchbasin, the grate to be used and the elevation at which the top shall be set. 1. 1 tile entering the catchbasin shall be tightly cemented in 0 the wall. UNSTABLE SOIL: If during the construction 0 sand, fine sand, silt or other unstable soi encountered the Contractor shall immediate1 Engineer or Commissioner in charge of the w of payment for such extra work shall be set EXCESS TILE: If the tile are supplied by t at the end of the job the Contractor shall excess tile in one readily accessible locat by the Municipality. LIVESTOCK: It shall be the responsibility to keep his livestock clear of the construe or damage to livestock in the construction the liability of the Contractor except th the part of the Contractor or his bgents. TRENCH 'IIDTH:The minimum width of trench than the outside diameter of the drain tile inches, except where authorized in writing the drain quick conditions are notify the rk. The basis by the Engineer. e Municipality, tockpile all on for pick-up f each owner ion area. Loss rea shall not be ugh negligence on hall be not less plus six (6) y the Engineer. .. " · · . - · . 32. RODENT GRATES: Rodent Grates shall be an in the Corrugated ~eta1 Culvert at the outlet. be equivalent to that manufactured by the On Metal Products Ltd., 180 Columbia St., Water egral part of These grates shall ario Culvert and 00, Ontario. IN l..DDITION "F" DRb.IN - The existing tile at station 14+01 sha 1 be connected to this work nG" DRAIN - The existing tile at station 34+1) s 1 be connected to this work. "Hn DRAIN - The existing tile at station 20+82 s 1 be connected to this work. "J" DRl..IN - The existing tile at station 22+78 s 11 be connected to this work. "L" DRAIN - The existing tile at station 9+12 sha 1 be connected to this work. "M" DRAIN - The existing tile at station 48+86 s be connected to this work. 12" "N" DRAIN - THe existing/tile at station 56+84 s be connected to this work. "R" DRAIN - The existing tHe at station 68+88 s 11 be connected to this work. "s" DRAIN - The existipg tHe at approximately st tion 7+00 shall be connected to this work. TItE DRAINS - The existing open drain on G, H, M, and N, drains shall be filled and levelled sufficie tly to permit cPQssing with ordinary farm machinery . . . . . . . The excavated material removed from the t the road and four feet (4') or the full w shoulder, whichever is greater, on each s portion, in accordance with Standard Draw February 1, 1968, shall be removed. Exca be spread on the right-of-way with consen Road Superintendent. The granular backfill material for the ex travelled portion and four feet (4'), or width, on either side shall be acceptable Road Superintendent. 4. The Township will place the asphalt patch over the excavation. SPECIFICATIONS FOR MUNICIPIJL DRi.INS CROSSING 1. The Township will supply no labour, equip the construction of the road crossing, wi of patching an existing asphalt surface. 2. 3· 5· The excavated material from the trench be feet (4') from the travelled portion, or edge of the gravel shoulder, may be repla in the case of covered drains. This mate compacted by hand tamping in layers not e The finished work shall be left in a clea flush with or slightly higher than the ad The location on the right-of-way and the top of catchbasins, inlets, and junction of-way shall be as required by the Townsh 6. 7· The Contractor shall give the Township Ro least two days (2) notice before he comme right-of-way of any Township Road. If at all possible, the Contractor shall to traffic at all times. The Contractor suitable warning signs and/or flagmen to of the Township Road Superintendent to no of work on the road ahead. If it is nece road to through traffic, the Contractor s and adequately sign the detour road route 8. WNSHIP RO~ ent or materials for the' sole exception veIled portion of th of the gravelled de of the travelled No. 1 dated ted material may of the Township . vation on the he full shoulder to the Township ond a point four eyond the outside ed in the trench ial should be ceeding 24 inches. and orderly manner, acent ground. levation of the oxes on the right- p Road Superintende~'-. d Superintendent at ces any work on the eep the road open hall provide he satisfaction ify the motorists sary to close the all provide for H. ~. Gibson Ltd Consulting Engin ers . ' 3-/ . AND WHEREl.S THE COUNCIL IS OF THE OPINION: That the drainage of the area described s desirable; Therefore the Council of the Town of Kin rdine, pursuant to the Drainage Act 1962-1963 enacts as ollowsl 1. That the report is hereb1 adopted, and t e drainage works as therein indicated and set forth are hereb authorized and shall be completed in accordance therewith. roads, after become due and e levied and re levied and ena1ties and 2. The amount, assessed against all lands a being reduced by the grants available, shall payable upon completion of drain, and shall collected in the same manner as other taxes collected, and Shall be subject to the same rates of interest. 3. This By-law comes into force on the pass ng thereof, and may be cited as the "STEWART DBi.IN" 1968 BY- .W No. 2013 . -"'~ ~. .i~-:~~-&~,~>-. ~~ ~ :;'~, '" - -::- "'--:Cler ~ ...- - ----. ...- ;,..;. ..............: ..;;.,: "'~..; c:- c... - - ---. ~... ~v'" '_ ,..,;;,"'.... ..-,:..:-':... ,........ ...:.r\.,;,'...... '"'..:.:.:::..~-~'~ --:.>.- READ a FIRST and SECOND TIME this first day 1968. ,~ Mayo OOURT OF REVISION . . NOTICE is hereby given that the Court of Re held at the Town Hall on the S day of A at the hour of 7:30 PM to hear and conside which may be made under the foregoing By-la in respect of any matter in the said By-law said Council has jurisdiction. Complaints and in the hands of the Clerk ten full days FURTHER NOTICE is hereby given that anyone i to the Judge, not only against a decision 0 Revision, but also against the omission, ne of the Court of Revision to hear or decide serve notice upon the Clerk in writing of h six weeks of the final passing of the said REhD a THIRD time and finally passed this sion will be ril 1968 any complaint or any complaint ver which the st be in writing efore said meeting. tending to appeal the Court of ect, or refusal appeal, must s intention within -law. ; day of --7.-:.-Y-='·;ý_ --~~- \'}.." - ..._..;.¡..~-,~- -- V -/ "/-'--,- ::-~' 2! v'-- :;,; ;;:. "" Ë -:- - ..IiJ.t:.. ~~ ~'- ~ .5~ ~~ .,..< "'........ ....."" ',""', ,,- ,"- :~rk - -~:~~:_~.~ :~~.;~'" April 1968. Mayor . ~.,~", '.. ~ ~' CC"1SUL TING ENGINEERS , LDND'tI1oI H. M. GI'SON, P.ENG. D.L.S. t 371 SPRINGSANK DRIVE TELEPHONE 471-790CJ . Mareh 8, 19C':: Reeve and Members, Municipal Couneil, Township of aqroll, Onto Gcn t lC.¡ìcn:- It ilas come to our attention that a typ graphical error oeeu:crcd in tne Schedule of Assessl"ent f r the Tow¡~ of ~incardine on the Stewart Drain. . . The Special Assessment set forth in the post estimate under"wor;, 011 lands of the Canadian National R ilways"was omitted in the Assessment Schedule. This Assessment was ineluded ip. the fin 1 summation of the Drain Assessment. -e . Please forward the attaehed sheet to all parties who have been sent a eppy of this rep~rt. Yours respectfu~ly, ~~~- W. A.Nagle, H.M. Gibson Lf¡¡,ited WAN-r "- 111 ,,' . ,. 10 > 10 It:! I!' I · I I t-3 t-3 ~ ..... t;d It" "- 0 0 N ,.. I~ ..... OQ t-3 t-3 (I) t-3 ¡; I :> > ~ 10 t" t" ..' ~ g, I'" t:! 111 :> ~ (I) ~ en C/] t"" I... 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I nr ilf I ,Iff' ·11 n II .~ . t~rklci· fmi· ftdfeeuë ' I I I iuWei Hui !mfl ~ei I I ~llefl£t fgf~e i~~ë~ e~ ,. flIt. fIne c·' . · , ell I , · , I & I I Jf rr[~~.I.I.." J I I I ~f Iliig -;;;1 ; · . II'f 1 I I I JI r.~. ~..I. I f~ \ I . i i í i=ci i If RIm " lit Üiecif ifhmi II I i !! ilied ê ~f 'Cfë~ J ' ii f Hi · I' I I! üieei t \ I ec~~~ ~ . # . . . I f .. I fU~~ · I I 1 ! i ~ rO\I\IN5~·~1p OF ! !f;;¡r-' " , ::;:IJ:!IlAR'l' DNADI EJlP.t2lSJi;> Archie Stewart. - Asaist.&noe I¡(.OO Cecil Dore- Assistance 24.00 Paul Farrell - Assistance 13.00 Angus McIntyre - Assistance 78.00 H. M. Gibson - Survey, Plan" Report ,000.00 R. Nicholson - DraIline ,847.00 Ontario Culverts - Pipe .357.85 London Free Press - .Advert1sÙlg 6.72 Ontario Øunicipal Board - Approval 15.00 Don Rock - Ditching i71.72 stewart Needham - Inspector 609.30 Reeves Pro Hardware- Bolts 2.40 Big "0" Tile Cc. - Plastic Tile 19'1.60 Brant1'ord Builders Supplies Ltd. - Tile 4,974.64- John Inglis - Ditching 9,811.00 Royal Bank - Interest 4,264.96 Township of Huron - Postage 6.80 H. M. Gibson - Supervision 3.745.00 Earl Touil - Township of Huron - Clerk fees'" B,r-Lavs 650.00 C. R. Merritt - Town of Kincardine - Clerks fees" :a,-Laws 75.00 Allowances under Section 8, Drainage .Act 4 8 00 TarAt EXÆæES - STPmRr DRAIN ~__~"''''~~~.'''''T¡}n ()f= ~-.,~,~"~R()N ¡ -, - ,,~,. : '-. .' ". -" ~,:¡:«.wtl ~ EXmß¡¡;:> Archie stewart - Assistance $ !¡().OO Cecu 1)ore- Ass1etance 24.00 Paul Farrell - .A..1etance 1).00 A!Igua McIntyre - Assistance 78.00 H. M. Gibson - Survey, Plan" Report .000.00 R. Nicholson - DralUne 1 ,847..00 ()¡ta1"1o Culverts - Pipe ,'51.85 London Fre. Press - Advertis1ng 6:72 ()¡tario ØUn101peJ. Board - .Approval 15,00 Don Rock - D1tch1ng 171.72 Stewart Needham - Inspector 609.30 Reeves Pro Hardware- Bolts 2'.!¡() Big "0" TUe Co. - Plastio Tile i97.6O Branttord Bu1lders Supplies Ltd. - Tile 4,974.64 John Inglis - D1tohing 9,811,00 Royal Bank - Interest 4,264." Township ot Huron - Postage 6.80 H. M. Gibson - Supervision ).745,00 Earl Touj) - Township ot Huron - Cleric tees &0 B,r-Laws &oe 6SO~00 C. R. Mill'1'1tt - Town ot K1ncard1ne - Clerks tees &0 l\1-Laws 75.00 Allownces under Seotion 8, Drainage Act 4 8 00 TOrAL EXPØ>æ - STEWARl' œm · ' ;.. ': ~: ¡)'iE~ DRAIN EJU'[!B)~ Archie Stewart. - Assistance Cecil Dore- Assistance Paul l"arrell - Assistance AngulI HcInt;yre - Assistance H. H. Gibson - Survey, Plan" Report .000.00 R. Nicholson - DJoafl1ne 1 ,841.00 Ontar1o C\1l.,.rts - Pipe ;)57.85 Lcmdon Free Press - Ad'V8rt1s1Dg 6.72 Ontario Kun1cipal Boa:rd - Ap¡n-oval 15.00 Don Rock - Ditch1ng 11i.72 stewart Needham - Inspector 609'.)) Reeves P1'O Ha:rdware- Bolts 2./() Big "0" Tile Co. - PlaBt10 Tne 197.60 'Brantto:rd Bon'''ers Supplies Ltd. - Tile .974.64 John Inglis - Ditohing ,811.00 Royal Bank - Interest 4,264." Township ot HUJ'OJI - Postage 6.80 H. H. Gibson - Supervision ,.145.00 Earl Touil - Township ot Hl11'On - Clerk tees &: By-Laws &:e 650.00 c. R. He1'l'1tt - Town ot Kincard1ne - Clerks tees &: By-Law 75.00 Allowances under Seotion 8, Drainage Act 4 8 00 TOTAL EXPJ!:R9ES - STJi.WARl' ŒAIB $ 110.00 24.00 1).00 78.00 fOWNSH!P QF HU~lON :i';;'~ DRAIN EX1m!SJi.:'> Arabie Stewart - Assistance $ J¡o.oo Cecil Dora- Assistance 24.00 Paul FarreU - Assistance 13.00 AJ\gUs McIntyre - Assistanoe 78.00 H. K. Gibson - S'IU'987, Plan" Report ,000.00 R. 111aholson - Drafl1ne 18,847.00 <htaria Culverts - Pipe ~,'57.8S LoMan he. Press - Ad'V8rt.1siDg 6.72 <htario Hunicipal :ao.rd - Approval 15.00 Don Rock - Ditching i11.72 stewart. ,AMh... - Inspector 609.30 Reeves Pro Hardware- Bolts 2.J¡o Big "0" TUe Co. - Plastic Tile 197.60 Branttord Bnn'¡Ars Supplies Ltd. - Tile 4.974.64 John 11'I8lis - Ditching !9,811.oo Royal BlInk - Interest 4,264." Township ot Huron - Fostap 6.80 H. K. Gibson - Supervision '.145.00 Earl Tout! - Township ot Huron - Clerk tees" B,r-Laws 650.00 C. R. Mørr1tt - Town ot Kincardine - Clerka tees" B,r-LaWl 15.00 Allowances 1DICier Seotion 8, Drainage Aot 14.895.00 TOTAL EI1'EI5IiS - STBWARr œAIN ~ '181 rr1\",¡t' ¡"-;;, '~' ~ ....~. .f" . ~.._ i~~~ "t;: "~~- ,¡. '!, ~~. . ::;';;~ DHAIN KXMr!S&! Arohie stewart - Assistance $ 40.00 Cecil Dore- Assistance 24.00 Paul Farrell - Assistance 13.00 Angus McIntyre - Assistance 18.00 H. H. Gibson - Survey, Plan '" Report .000.00 R. Nioholson - Drafline 1 ,847.00 ~tario Culverts - Pipe ,3.51.85 London Free Press - Advertis1llg 6.72 ~tario Munioipal Board - Approval 15.00 Don Rook - Ditching i1i.72 Stewart Needham - Inspector 609.30 Reeves Pro Ba:rd1Iare- Bolts 2.40 Big "0" Tile Co. - Plastic Tile i9'1.6o Branttord Builders Supplies Ltd. - TUe 4,9'74.64 John Inglis - Ditching 9.811.00 Royal Bank - Interest 4,26(1..9' Township ot Huron - Postage 6.80 H. H. Gibson - Supervision 3.145.00 Earl Touil - Township of Huron - Clerk: fees'" B,r-Laws hxt 650.00 c. R. Merritt - Tow of Kinoardine - Clerks fees'" By-Laws 75.00 mowances under Section 8. Drainage Act 48 00 TOTAL EIImSJæ - STEWART DRAIN . .s~ G) ....0 G)G)_ 12:'" .s ~ õ2¡ o-....OON N 00 \0 N *, . ... . g~~~ .... I I I I . .... ~2 1110 &'&;'~ ~ w:»J.i..... :l $ g~ R. ~ -=~ .... . i J: æ~~~ . . . . o 00 N '" 0- 00 .... 00 ....N'" "d G) .... 0 ! ., &880 .¡>t;......;cxi ~ Ñ .. 0 00 -.0 00 N Z 0 .... .... 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