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HomeMy WebLinkAboutBy-law No. 2024-062 THE CORPORATION OF THE MUNICIPALITY OF BAYHAM BY-LAW NO. 2024-062 A PROVISIONAL BY-LAW TO PROVIDE FOR DRAINAGE WORKS IN THE MUNICIPALITY OF BAYHAM IN THE COUNTY OF ELGIN KNOWN AS THE NORTH STREET DRAIN WHEREAS the Engineer Spriet Associates on behalf of the Municipality of Bayham in accordance with Section #78(1) of the Drainage Act, R.S.O. 1990, requests that the following lands and roads be drained by drainage works: Parts of Lots 14 and 15, Concessions 3 in the Municipality of Bayham; AND WHEREAS, the Council of the Municipality of Bayham has procured Engineer Report No. 224032, prepared by Spriet Associates, dated September 20, 2024, which is attached hereto as Schedule "A", and forms part of this By-law; AND WHEREAS the estimated total cost of constructing the drainage work is $206,800.00; AND WHEREAS the Council is of the opinion that the drainage of the area is desirable; NOW THEREFORE the Council of the Municipality of Bayham enacts as follows: 1. Engineer Report No. 224032, dated September 20, 2024 and attached hereto, is hereby adopted and the drainage works as therein indicated and set forth are hereby authorized and shall be completed in accordance therewith; The Corporation of the Municipality of Bayham may borrow, on the credit of the Corporation, the amount of$206,800.00 being the amount necessary for the drainage works or other tendered and awarded amount by Council; 3 The Corporation may arrange for the issue of debentures on its behalf for the amount borrowed less the total amount of, (a) grants received under Section #85 of the Act; (b) commuted payments made in respect of lands and roads assessed within the municipality; (c) monies paid under Subsection #61(3) of the Act; and monies assessed in and payable by another municipality, and such debentures shall be made payable within five (5) years from the date of the debenture and shall bear interest at the rate established by the Ontario Ministry of Agriculture, Food and Rural Affairs pursuant to the Tile Drainage Act as of the date of passing of this By-law. - 2 - A special equal rate sufficient to redeem the principal and interest on the debentures shall be levied upon the lands and roads as set forth in the attached Schedule "A" to be collected in the same manner and at the same time as other taxes are collected in each year for five (5) years after the passing of this by-law. 4 For paying the amount of $0 being the amount assessed upon the lands and roads belonging to or controlled by the municipality, a special rate sufficient to pay the amount assessed plus interest thereon shall be levied upon the whole rateable property in the Municipality of Bayham in each year for five (5) years after the passing of this Provisional By-law to be collected in the same manner and at the same time as other taxes are collected. 5. All assessments of$500.00 or less are payable in the first year in which the assessment is imposed, 5 This By-law comes into force on the passing thereof. READ A FIRST AND SECOND TIME this 17th day of OCTOBER, 2024 and provisionally adopted this 17th day of OCTOBER, 2024. MAYOR CLERK READ A THIRD TIME AND FINALLY PASSED this 12, day of eir�ibQV-, -2 V-z MAYOR CLERK NORTH STREET DRAIN Municipality of Bayham 0!1 SPRIET ASSOCIATES ENGINEERS & ARCHITECTS 155 York Street London, Ontario N6A 1A8 Tel_ (519) 6724100 Fax (519) 433.9351 E-mail MAIL@SPRIErmCA Our Job No , 224032 September 20 , 2024 London , Ontario September 20 , 2024 NORTH STREET DRAIN Municipality of Bayham To the Mayor and Council of the Municipality of Bayham Mayor and Council : We are pleased to present our report on the construction of the North Street Municipal Drain serving parts of Lots 14 and 15 , Concession 3 in the Municipality of Bayham . AUTHORIZATION This report was prepared pursuant to Section 4 of the Drainage Act . Instructions were received from your Municipality with respect to a motion of Council . The work was initiated by a petition signed by the owners whose lands contain over 60 percent of the area requiring drainage . DRAINAGE AREA The total watershed area as described above contains approximately 16 . 4 hectares . The area requiring drainage for the North Street Drain is described as the lands adjacent to the east side of North Street , north of King Street , and the lands located on the south side of Chapel Street immediately east of the Chapel Street Drain . EXISTING DRAINAGE CONDITIONS A site meeting held with respect to the project and through later discussions the owners reported the following : • that the landowner, H . Redecop (2-049-20) , indicated that they are developing lots along the east side of Chapel Street and require a legal outlet for the storm drainage . Further, they also indicated that the drainage system they are constructing to serve these lots need to be incorporated as part of the drainage works • that the landowner, J . Nezezon ( Roll No . 2-049) , indicated that they are also developing four lots along Chapel Street and they require a legal outlet for these lots • that the Drainage Superintendent for the Municipality of Bayham indicated that there is an existing storm drain along a portion of North Street , however it is not in great condition J SPRIET ASSOCIATES engineers & architects NORTH STREET DRAIN Municipality of Bayham 2 EXISTING DRAINAGE CONDITIONS (cont' d ) A field investigation and survey were completed . Upon reviewing our findings we note the following : • that the area is tributary to Big Otter Creek via the existing storm sewer along North Street Preliminary design , cost estimates , and assessments were prepared and an informal public meeting was held to review the findings and preliminary proposals . Further input and requests were provided by the affected owners at that time and at later dates . Based on the proposed design it was decided to proceed with the petition . DESIGN CONSIDERATIONS The drain was designed as follows : • residential lots along North Street and Chapel Street utilized a design storm with a return frequency of 5 years • agricultural land owned by J . Nezezon ( Roll No . 2.049) designed using the drainage coefficient method contained in the Drainage Guide for Ontario Publication 29 . The coefficient used for the area was 38mm per 24 hours Furthermore , it should be noted that the drain proposed in the lands of H . Redecop (2-049- 20) was designed by CJDL Consultants under the seal of P . J . Penner, P . Eng . dated April 22 , 2024 . We would like to point out that there have been no indications of any adverse soil conditions . It should be noted that no formal soil investigation has been made , with this information being provided by the owners . The proposed design and report have been generally completed using the " GUIDE FOR ENGINEERS WORKING UNDER THE DRAINAGE ACT IN ONTARIO " OMAFRA Publication 852 . RECOMMENDATIONS We are therefore recommending the following : • that a new drain , to be referred to as the North Street Drain , be constructed . The drain will commence at Plank Road along the east side of North Street and will continue northerly to its head approximately 45 meters south of Chapel Street for a total length of 378 lineal meters • that a branch drain , to be referred to as Branch A, be constructed commencing at the Main Drain and travel easterly through the lands of H . Redecop (2-049-20- Part 4) into the lands of J . Nezezon ( Roll No . 2- 049 ) where the drain will run northerly then easterly within and parallel to the rear lot lines continuing to the most easterly lot before the drain turns and runs northerly to its head just within the Chapel Street road allowance for a total length of 581 lineal meters Al SPRIET ASSOCIATES uengineers & architects NORTH STREET DRAIN Municipality of Bayham 3 RECOMMENDATIONS (cont' d ) • that stub drains be constructed from Branch A to service the severances of J . Nezezon ( Roll No . 2 -049) in two locations • that catchbasins be installed along the course of the drain to alleviate surface water flows SUMMARY OF PROPOSED WORK The proposed work consists of approximately 752 lineal meters of 250mm ( 10") to 600mm (24") diameter HDPE sewer pipe , including related appurtenances , and the incorporation of 299 lineal meters of 300mm ( 12") to 525mm (21 ") diameter storm sewer. SCHEDULES Four schedules are attached hereto and form part of this report , being Schedule 'A' - Allowances , Schedule ' B ' - Cost Estimate , Schedule ' C' - Assessment for Construction , and Schedule ' D ' - Assessment for Maintenance . Schedule 'A' - Allowances . In accordance with Sections 29 and 30 of the Drainage Act , allowances are provided for right-of-way and damages to lands and crops along the route of the drain as defined below . Schedule ' 13 - Cost Estimate . This schedule provides for a detailed cost estimate of the proposed work which is in the amount of $206 , 800 . 00 . This estimate includes engineering and administrative costs associated with this project . Schedule ' C ' - Assessment for Construction . This schedule outlines the distribution of the total estimated cost of construction over the roads and lands which are involved . Schedule ' D' - Assessment for Maintenance . In accordance with Section 38 of the Drainage Act , this schedule outlines the distribution of future repair and/or maintenance costs for portions of, or the entire drainage works . Drawing No . 's 1 to 5 , Job No . 224032 , and specifications form part of this report . They show and describe in detail the location and extent of the work to be done and the lands which are affected . ALLOWANCES DAMAGES : Section 30 of the Drainage Act provides for the compensation to landowners along the drain for damages to lands and crops caused by the construction of the drain . The amount granted is based on $ 3 , 613 . 00/ha , for closed drain installed with wheel machine . This base rate is multiplied by the hectares derived from the working widths shown on the plans and the applicable lengths . SPRIET ASSOCIATES Ad engineers & architects NORTH STREET DRAIN Municipality of Bayham 4 ALLOWANCES (cont ' d ) RIGHT -OF -WAY Section 29 of the Drainage Act provides for an allowance to the owners whose land must be used for the construction , repair , or future maintenance of a drainage works . For tile drains where the owners will be able to continue to use the land , the allowance provides for the right to enter upon such lands , and at various times for the purpose of inspecting such drain , removing obstructions , and making repairs . Also , the allowance provides for the restrictions imposed on those lands to protect the right-of-way from obstruction or derogation . The amounts granted for right- of-way on tile drains is based on a percentage of the value of the land designated for future maintenance . Therefore , the amount granted is based on $ 6 , 670 . 00/ha . through cropped lands . This value is multiplied by the hectares derived from the width granted for future maintenance and the applicable lengths . ASSESSMENT DEFINITIONS In accordance with the Drainage Act , lands that make use of a drainage works are liable for assessment for part of the cost of constructing and maintaining the system . These liabilities are known as benefit , outlet liability and special benefit liability as set out under Sections 22 , 23 , 24 and 26 of the Act . BENEFIT as defined in the Drainage Act means the advantages to any lands , roads , buildings or other structures from the construction , improvement , repair, or maintenance of a drainage works such as will result in a higher market value , increased crop production , improved appearance , better control of surface or sub-surface water, or any other advantages relating to the betterment of lands , roads , buildings , or other structures . OUTLET liability is assessed to lands or roads that may make use of a drainage works as an outlet either directly or indirectly through the medium of any other drainage works or of a swale , ravine , creek, or watercourse . In addition , a Public Utility or Road Authority shall be assessed for and pay all the increased cost to a drainage works due to the construction and operation of the Public Utility or Road Authority . This may be shown as either benefit or special assessment . ASSESSMENT A modified "Todgham Method " was used to calculate the assessments shown on Schedule ' D ' - Assessment for Mainenance . This entailed breaking down the costs of the drain into sections along its route . The remainder is then separated into Benefit and Outlet costs . The Benefit cost is distributed to those properties receiving benefit as defined under "Assessment Definitions" , with such properties usually being located along or close to the route of the drain . The Outlet Costs are distributed to all properties within the watershed area of that section on an adjusted basis . The areas are adjusted for location along that section , and relative run- off rates . Due to their different relative run - off rates forested lands have been assessed for outlet at lower rates than cleared lands . Also , roads and residential properties have been assessed for outlet at higher rates than cleared farmlands . SPRIET ASSOCIATES uengineers & architects NORTH STREET DRAIN Municipality of Bayham 5 ASSESSMENT (cont' d ) We assess the entire cost of this report to the developers of the Subdivisions and residential severances as per the Schedule ' C ' — Assignment for Construction . The amount shall be prorated on the final assessments . Further , the developer, H . Redecop (2- 049-20) , shall be responsible for the construction costs of the drain works in front of their lands from Sta . 0 + 126 to Sta . 0 +378 of the Main Drain and Branch A from Sta . 0 + 000 to Sta . 0 + 047 . It is to be noted that the cost of this report is not eligible for the Provincial Agricultural Grant , MAINTENANCE Upon completion of construction , all owners are hereby made aware of Sections 80 and 82 of the Drainage Act which forbid the obstruction of or damage or injury to a municipal drain . After completion the entire North Street Drain shall be maintained by the Municipality of Bayham at the expense of all upstream lands and roads assessed in Schedule ' D ' - Assessment for Maintenance and in the same relative proportions until such time as the assessment is changed under the Drainage Act , , � Respectfully submitted , ,r� Q�q �ss� "9t . 4RIASSOCIATES LONDON LIMITED SPRIG p iet , P . Eng . JMS : bv ti F of Al SPRIET ASSOCIATES uengineers & architects 6 SCHEDULE W - ALLOWANCES NORTH STREET DRAIN Municipality of Bayham In accordance with Sections 29 and 30 of the Drainage Act, we determine the allowances payable to owners entitled thereto as follows : Section 29 Section 30 CONCESSION LOT ROLL NUMBER ( Owner) Right-of-Way Damages TOTALS BRANCH 'A' 3 15 2-049-Part 1 (J . Nezezon ) $ 430 . 00 $ 350 . 00 $ 780 . 00 3 15 2-049-Part 2 (J . Nezezon ) 720 . 00 590 . 00 11310000 3 15 2-049-Part 3 (J . Nezezon ) 720 . 00 590 . 00 1 , 310 . 00 3 15 2-049-Part 4 (J . Nezezon ) 720 . 00 590 . 00 1 , 310 . 00 3 15 2-049-20-Part 4 ( H . Redecop ) 280 . 00 230 . 00 510 . 00 3 15 2-049 (J . Nezezon ) 11270000 1 , 040 . 00 2 , 310 . 00 Total Allowances $ 4 , 140 . 00 $ 3 , 390 . 00 $ 71530000 TOTAL ALLOWANCES ON BRANCH 'A' $ 79530 . 00 TOTAL ALLOWANCES ON THE NORTH STREET DRAIN $ 77530 . 00 SCHEDULE ' B ' - COST ESTIMATE 7 NORTH STREET DRAIN Municipality of Bayham We have made an estimate of the cost of the proposed work which is outlined in detail as follows : MAIN DRAIN Sta : 0+000 - 0+ 126 Installation of the following HDPE pipe including supply & installation of bedding and backfill materials , including the removal of existing . 126 meters of 600mm dia . H . D . P . E . pipe $ 12 , 600 , 00 Supply of the above listed pipe $ 17 , 000 , 00 Supply and install one 900mm x 1200mm catchbasin and core into existing 1200mm x 1500mm ditch inlet catchbasin , including grates , berms , ditching , removal and disposal of existing catchbasins as required . $ 5 , 000 . 00 Restoration of gravel laneway $ 41000, 00 Hydroseeding of excavated area (Approx. 650m2) $ 51000400. Support hydropoles as required $ 10 , 000 . 00 Exposing and locating existing tile drains and utilities $ 21500 , 00 Tile connections and contingencies $ 21800400 BRANCH 'A' Sta: 0+ 047 - 0+581 Installation of the following HDPE pipe including supply & installation of bedding and backfill materials 202 meters of 250mm dia . H . D . P . E . pipe $ 10 , 100 , 00 128 meters of 300mm dia . H . D . P . E . pipe $ 71700 , 00 295 meters of 375mm dia. H . D . P . E . pipe $ 22 , 100 , 00 . Supply of the above listed pipe $ 293000 , 00 Supply & install one 600mm x 1200mm ditch inlet catchbasin and eight 600mm x 600mm catchbasins , including grates , berms , leads , and ditching $ 19 , 000 . 00 Clearing trees/brush $ 41000 , 00 . Seeding of excavated area (Approx. 600m2) $ 43500 , 00 Exposing and locating existing tile drains and utilities $ 11000400 Tile connections and contingencies $ 41800 , 00 Allowances under Sections 29 & 30 of the Drainage Act $ 71530 . 00 SCHEDULE ' B' - COST ESTIMATE (cont' d) $ NORTH STREET DRAIN Municipality of Bayham ADMINISTRATION Interest and Net Harmonized Sales Tax $ 71660 , 00 Survey, Plan and Final Report $ 227900400 Expenses $ 11710 , 00 Supervision and Final Inspection $ 51900400 $ 206 ,800.00 TOTAL ESTIMATED COST 9 SCHEDULE ' C ' - ASSESSMENT FOR CONSTRUCTION NORTH STREET DRAIN Municipality of Bayham Job No . 224032 September 20 , 2024 HECTARES CON . LOT AFFECTED ROLL No . ( OWNER) BENEFIT OUTLET TOTAL MAIN DRAIN 3 Pt. 15 2 . 10 M49-20 ( H . Redecop ) $ 517620000 $ $ 51 , 620 . 00 *** Incorporation of CLDL Works' 61000000 63000 .00 3 Pt , 15 11 . 50 M49 (J . Nezezon ) 18 , 940000 18 , 940 .00 TOTAL ASSESSMENT ON LANDS $ 767560900 $ $ 76 , 560000 TOTAL ASSESSMENT ON MAIN DRAIN $ 76, 560.00 BRANCH 'A' 3 Pt. 15 2 . 10 2-049-20 ( H . Redecop) **' Incorporation of CLDL Works*** $ 1 , 500 .00 $ $ 1 , 500 .00 3 Pt. 15 10 . 34 2-049 (J . Nezezon ) 128 , 740000 128 , 740600 TOTAL ASSESSMENT ON LANDS $ 1307240 . 00 $ $ 130 , 240000 TOTAL ASSESSMENT ON BRANCH 'A' $ 130 ,240. 00 TOTAL ASSESSMENT ON THE NORTH STREET DRAIN $ 206,800 . 00 10 SCHEDULE ' D ' - ASSESSMENT FOR MAINTENANCE NORTH STREET DRAIN Municipality of Bayham Job No . 224032 September 20 , 2024 HECTARES PERCENTAGE OF CON . LOT AFFECTED ROLL No . ( OWNER) MAINTENANCE COST MAIN DRAIN 3 Pt. 14 0 . 04 1 -223-06 ( R . Wall ) 0 . 02 % 3 Pt. 14 0 . 04 1 -238 ( M . Tillotson ) 0 . 02 3 Pt . 14 0 . 10 1 -230 (G . Wiebe) Oslo 3 Pt, 14 0 . 04 1 -246-01 ( H . Redecop ) 0 . 02 3 Pt. 14 0 . 04 1 -246 ( H . Clark) 0 . 10 3 Pt. 15 0 . 20 1 -247 ( P . Pace ) 0 .40 3 Pt. 15 0 . 08 1 -248 ( C . & S . Longstaff) 0 . 20 3 Pt, 15 0 . 26 2-049-Part 1 (J . Nezezon ) 2 . 90 3 Pt. 15 0 . 30 2-049-Part 2 (J . Nezezon ) 3 . 30 3 Pt , 15 0 . 30 2-049-Part 3 (J . Nezezon ) 3 . 30 3 Pt. 15 0 . 30 2-049-Part 4 (J . Nezezon ) 3 . 30 3 Pt. 15 0 . 21 2-009 ( Edison Cemetery) 0 .40 3 Pt. 15 0 . 25 2-049-20-Part 1 ( H . Redecop) 5 . 80 3 Pt. 15 0 . 25 2-049-20-Part 2 ( H . Redecop) 5 . 30 3 Pt. 15 0 . 28 2-049-20-Part 3 ( H . Redecop) 5 .40 3 Pt. 15 0 . 36 2-049-20-Part 4 ( H . Redecop ) 6 . 00 3 Pt . 15 0 . 36 2-049-20-Part 5 ( H . Redecop ) 4 . 80 3 Pt . 15 0 . 18 2-049-20-Part 6 ( H . Redecop ) 2050 3 Pt . 15 0 . 18 2-049-20-Part 7 ( H . Redecop ) 2 . 30 3 Pt . 15 0 . 24 2-049-20-Part 8 ( H . Redecop ) 2 . 60 3 Pt , 15 10 . 34 2-049 (J . Nezezon ) 11 .40 3 Pt. 15 0 .41 2-005 ( D . Morrell ) Oslo 3 Pt , 15 0 . 19 2-010 ( L . P . R . C . A. ) 0 . 10 TOTAL ASSESSMENT ON LANDS 60 .4 % Chapel Street 0 . 24 Municipality of Bayham 4 . 0 % North Street 0 . 63 Municipality of Bayham 31 . 3 Walnut Street 0 . 02 Municipality of Bayham 0 . 3 King St. East 0 . 02 Municipality of Bayham 0 . 2 Unopened Road Allowance 0 .49 Municipality of Bayham 3 . 8 TOTAL ASSESSMENT ON ROADS 39 . 6 % TOTAL ASSESSMENT FOR MAINTENANCE OF THE MAIN DRAIN 100 . 0 % 11 SCHEDULE ' D' - ASSESSMENT FOR MAINTENANCE ( cont' d ) NORTH STREET DRAIN Municipality of Bayham HECTARES PERCENTAGE OF CON . LOT AFFECTED ROLL No . ( OWNER) MAINTENANCE COST BRANCH 'A' 3 Pt, 15 0 . 26 2-049 (J . Nezezon ) 8 . 1 % 3 Pt . 15 0 . 30 2-049-Part 1 (J . Nezezon ) 10 . 8 3 Pt. 15 0 . 30 2-049-Part 2 (J . Nezezon ) 12 . 8 3 Pt. 15 0 . 30 2-049-Part 3 (J . Nezezon ) 15 . 3 3 Pt. 15 0 . 30 2-049-Part 4 (J . Nezezon ) 23 . 5 3 Pt. 15 2 . 10 2-049-20 ( H . Redecop ) 11 . 8 TOTAL ASSESSMENT ON LANDS 8203 % Chapel Street 0 . 24 Municipality of Bayham 17 . 7 %o TOTAL ASSESSMENT ON ROADS 17 . 7 % TOTAL ASSESSMENT FOR MAINTENANCE OF BRANCH 'A' 100 . 0 % SCHEDULE OF NET ASSESSMENT NORTH STREET DRAIN Municipality of Bayham ( FOR INFORMATION PURPOSES ONLY) Job No . 224032 September 20 , 2024 ROLL NUMBER TOTAL APPROX . ( OWNER) ASSESSMENT GRANT ALLOWANCES NET 2-049-20 ( H . Redecop) $ 51 , 620000 $ $ 510 . 00 $ 51 , 110000 ***Incorporation of CLDL Works' 7 , 500 .00 7 , 500 . 00 2.049 (J . Nezezon ) 147, 680 . 00 72020 . 00 140 , 660000 TOTALS $ 206,800 . 00 $ $ 7, 530 . 00 $ 19%270 . 00 _______ - __ __ - - - ______ __- - - --------- .- -I - - -_ -_ _______ _________ _­-------------- -_ - - I . LOT 14 IL 07 is I � -� - I , �� ­���� � I I..". :: � �:� ­ " __ 11 % s _,�s�::...�.,.:,::::::��::��::::�z:,:::���z:,��z���,, .1 - - I ­ , ' '� ��­_ ....�...� .111.�­ . 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's"'L"I I I I I I I , I I I I 0" �-,s sLL'ssLs'L ....%%,'s"4'L,�SSL OL L 0's��' -L L L L L L L L L L L L I I I I ,I z ,I I ,I I L L L'L....-,- I I , :LL: : L L L L L I I M� "I L I, I I L L L ­%SsSs�'L Z'- z I, I I I I L ,s I I LL I I I I L L L ­L'4"'L­s0L 0 SOS ZsS�S Z 1,I I I I z I� ,.1,11 I I I I L ��,�..',�,,,��:�z' L �:� L 'L L LL L I I 1,I I L I L L L L L L I I I L L I I , I I L L L I I Z_Z0,ZOL' I I ,, L ,,��z. '��::­Z "LL-L'L L ,­4'­­s'S�s­ss­', ,L L L L I I L L L I I L L L L 11 . I I L'' I I I s�,��z I. L L L L L L I :,� ,, L L' L L L L L OF CONSTRUCTION . ANY M155EID TILE CONNECTIONS THAT ARE FOUND DURING THE W RRA .......L. I L I I I " ��:L L' '11 I 'LL's�sLLLSOSS�SOSS:ZZZ- I L' L L 'L L L L L I I L L ,L I I I I L I L L ILI,L I�L s'L,"L L'L 0';0 Z Z00 Z":, I::.:,L� I I L A NTY sss'L....L L' 1 I L L 11 I I I I 1,.11.11 I I ,�I s_:, �" I ........."L",ss�',"L,',LL,L I L I I L I ::L 4'I L , L L L I L L' Z::s I,I I-�Z� ,, ­LL . 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L I L L L s ' L ...............L-L.::�.::s I I I I 11 I L I I I I I I I I L L', *" L L L L L L I I L I Z",L.. ....L, ",s I I I I I I AND SHALL BE PAID .L L L I L�,L�LL ­� LL ��,- L S '' "LX1.11..1'111�� - , I I I L I ,'LL L L L L L L L L L L L L I , I s-o,L�, I I L L L L I I'll",11­ I I L 'L s ��,sL,' ','�O�Z L's L.:�' ,s'Ls­­:;11 IlLs, L I �LL, 1, , L f L I ,., I L I I � �s,s �s%� L L L L L L L L L L LL L L z­s...�.....�. I I L Ls:;��:����ffl I :,"� L o s �,�, ...N­,,'�s ssN:z'%��s%%s:: I I I I L 1 'L I zL.L L L L I I .s�'.'.j''j��i j i�i!j L IL, 'L'L �M �%IL 's I ,L...... I L --_____ L I I I ,�, L LL LL I L I I L I L L L L��� ........._� 1. I I I I I I LL L L I z...11",'L...... I� ,sLs­,�,s,��"s s0sL'�ZZ'4%'s­�s' I 1 L 11 '­'L��S%L�'�"L��"�: ' ' I L 11 I L L I LL L L I I., 11 L I L LL �L L ZL L ,� ��� :�,�--s�_.?......X I I .".". .1111-1-......I..."I'll-.......I-'....I........I.....I..".,.".,�"..","",""""""'ll""I'll""I'll"� LL 'L L'L "�... 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L I L L L L L I L� I L I L Les' ,s,L'L::L�:, 1) 1-223-06 R. WALL 0.10 � I 1- ... S L'"'LL""" L I I L L LL L L I I 11 I I I I 1 L L I L" � , 0 ,. 7'. LL L _ �i�zi��i Z������i�� L L I L I I I L I % I . I z L 1.'�'"L....... "�­Zs�:­:­ I I , -, zs, L _ sssS,S�fsL L L L L I L L LL 11 I L I I L L L L L L LL L I I L L LL 11 ..I.."s..... ' ' L;s"; '" I I I � s I ,, L,' �,_ :'::L L::::,:,::�:'��L Is­ .L . 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L"I 11 I "'.ss��j!��­'�:�,� 'L',L­Ls�''­­,:'s0SLS'0LS�sLLLLL I I L L , L L L L L L I z z;-so ::z I I L L 'L:�, L��L'L�,:':::�::L,'s�'"'L" -246-01 s I L I . L � s`� . , L',L'::_", : ,,��������::�:�L��'%'%�4%%%��'���%�%�%��'�ZS'�L'�"��,,LL L I I � 1� I 0',��� ' ': 'L'L L ,, _ �' s��,%,s��,�sW�M........LL"'-' " L I L L L L I L I L L I "' I I L:LL'L' 1 '%L sso�ls s 4) 1 H. REDECOP 0.21 ,L L L L I L L I I L L L I I I ,L Z'Z s'L L L I L L L L L - '''L L L�L L L 'L ­'ss'00ss� s '111 A ....L I I I I L %s'L....11 I'll I -� ��R L , I .:1: I , s, LL " ­s�,��­%��,%%%��'�S ss's­`L L sL L L L I I L I L ,\*�L��'k,�`\" I I L L 'I I I I,I s­01 I L L.L L - ''L s I f�:] 'L L 7L.."....." ",'�, L I I I I L L I L : L::::L_: ­L � I 11 I I I I 11­1� L L IL-,L. 's­'s's 0 Z0'�L L Z L LL L I I I L L L L L L L L L ,, Z'L I �� L L 11 I Z:�L L �:::­s­­ L-"I',"", � L ��,Ss'Ss­ I 'L L L s:L L "�sj:',� L­ L L L L I L I I L� ­­­SsL ­',I � , , ,.. 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I'.I- Date:SEPT. 20, 2024 T.5. / C_I)F-)L 1 22-4032 0 f=L AN, F-)E T A 1 L 5 4 NOTE5 I I I 0 f 5 5 j- . lu I SPRIET ASSOCIATES I / is I I 11 I I I I 11 LONDON I LIMITED E CONSULTING ENGINEERS I I - 155 YORK STREET --LONDON A (519) 672-4100--N6A 1A8 i . I EX. HOUSE �u 1+ ,cs � 2 I — — — — — — — MUN # 6002 EX. UTILITIES s ti°6 J ��cs I / / MUN 18 �y ;cs K + EX. HOUSE I / MUN # 17 , 178.622/ a W ^� /� � I ` FA I l O BS P �° �N aol + � P 10 / �O / a Ul O CGS 78.409 _ 0 x 6� n EX. GRAVEL APPROX. PROPERTY LINE _ _ a ���� a s �� v (v EX. BRICK DRIVEWAY �cs ��,�� Q ^Bs Z DRIVEWAY a `\ 178.157 �a1 / l APPROX. PROPERTY LINE - ^ s "Cb � W >v APPROX. J EX. EDGE OF ROAD �^P \ y°6 �l 101 CBS + �1 �1��6�h GS 1 H �� P 10. ah G 0° RS P S �� CGS AFL �ooden N EX. CENTERLINE EP 5 ��. 0� 0`1 X X_FL voden 79.047 17 .167 �! 178.2 �00 1� h° 0 X "fJ o ���. EP 10. L BS �y1 1 ti ^10• 0�0 X °. �� 1 178.090 11 CL ��' EP BM TOP 0 1 10• EP 0 �0 3 1 �1 1�' ELEV = 179.51 oti 01 h cs _ _ D _ - - - - D Z / y11 EX. EDGE OF ROAD �1� °� CL N 0 RTH STREET try EP CEP CEP �1 P EP EP �P 1�. 6 06 1`8 ,1� �lo h Gs EP PROPOSED 150 PVC WM p _ �•200mm O.S.P. 1� �y EP �� CL �� O°j O — — — — EP EP �� �10/ y _- a �. o1 EX. EDGE OF ROAD ' N o % �.°� 31% �i 77.47 T� 0 1 a �°� O� �6 0 �1 �`' Gs 1°'' o 9e �o 00 06 ati �,� 19..4m_825 $T-0. ��, �— ^11 1g 11 11' EX. 600 .` CEP 10� ��ti 0 Q GS Z �� 1 `� O 0 °i EP ��' 0° GS Z 06 °� Ol O OQ 175.p59 11129 �1�� 178.2 1Qt�S 1°a� 29 DRAIN TO BE / 177. o��=_ —_ —�•�- o �D TO 0 EP . L 0 h 0 O Z 844 — „� mm DRAIN e 1 onzH X G 178.012 - BE REMOVED D 1�' �� o •o EXNCORPORATED / c - � 01e 10 1N, cspan o Gs E CENTERLINE'S s p� �� 0`L E �°j 1 �� 0 0� ti� HP° o vv vrr,-6� -u•o9/0���--- -D. �p 0� ��?�� O"�� �`a� EP . EP EP �1° ° �0° n' B Ho -6Op 39—SIN D - oo-���-,GS ��® �eG0��1 �� `1� 1��6 O�G W ��_ ® i�° EP 1 h EP E EP 0 EP EX. EDGE OF ROAD ' � - �1� EX. 6o0mm DRAIN a k1 �° �° (n cs --� E�- `- o TO BE REMOVED 1 k LL / - °� lobo O"N 10' 10' 24.0m-525 ST-1.67% .00 3 APPROX. PROPERTY a LT - 1 80y; LiJ �1e -Ts -----?s 525 ST- BY DEVELOPER AS PART / vs.oss / _ , 0 Gs 6ti o \ 44J1 0 1 20.5m-� Ld Z 1�7s.7q/7 a END OF EXISTING OUTLET - _ 10 ^01 �.ko �.�° oo / T� --_ -:TS ,�° EX. TOP OF^SLOPE - / / SUPPORT HYDROPOLE I o 1 s PART o� OF THE MAIN DRAIN �. 1 � o � � BY DEVELOPER AS N Z / (TO BE REMOVED) AS REQUIRED �Gs cs - 11 �1 'D mm Cs �1 1 slB� OF THE MAIN DRAIN -------- s _- �� TS — TS_—— / SUPPORT HYDROPOLE I , < 1 / APPROX. PROPERTY LINE Z 17 8.634 (', s / / Br S GS AS REQUIRED ohh 10j� I GS W / e I SUPPORT HYDROPOLE a1 w m �tio f Ts I y10 �a�� AS REQUIRED 116 tK lb ? o GS c§l GS Z I I I {TS a GS Ld GS i / Z w / _' 1 ' / � 0�01 0 W r r W a_ o PART 8 s ,� PART 7 W J a a X ,� a 5 1 U1 a g 0 GS a W W 0_ / I GS ID W 1�0, �0 � � ��0a ,GS Q / ro s a 2-049-20 b 1ti Q 1 H. REDECOP GS 1 81 . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 600mm x 1200mm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 81 INV/G = 179.93 _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- DICB 2 (BY OTHERS) 3.75�: : 600mm x 1200mm �. IN = 180 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V(BY OTHERS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 180 1 T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING GROUND 900mm x 1200mm _ `- ----- -____-_ 179 ,—-—---_--_, : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . . EX. CENTERLINE . . : . • . . . . . . . . . . . . . : : : : . PROFILE OVER PIPE INV/G = 178.41 _ _ — ;== : . . . : : . . . : . . . : . . . _ - g5%�. /� EX. 1200mm x 1500mm DICB PR SE . PR — — — y - \ ?� :� � 179 OPO D SWALE PROFILE INV/G = 177.54 EXISTING 600mm PIPE — - — : . . . . . . . . . . . . i. . . . . : . . . : . . . : . . . : . . . : . . . : . . . : . .� . . . . . . . . . TO BE REMOVED _ — — — — —. — — _ 1.49% . . . . \. i yam. . . . . . .— . . . . . . . . . . . . . �. . . . . . . . . . . . . . . 1.—. — — — — _ — — — — ----------------- 178 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . — — — — : _ __._0.80%_. . . ------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : $ . . .yam . . . . . . . . . _ _ QED Ai . . . . . . . . . . . . . . . . . . . . . . . . . . 178 \ : . :� 63.6-600 ST=0.39% : . . . .j-� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _. . . .__-------------------- : . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . : . . . : . . . : . . . ._ - _ _ : . . . : . . . _ . . . _ . . . : . . . . . . . . . . . . . . . : SA-3p0% . . . . . . . : . . . : . . . : : : : : : : : : :�� : : : : : : : : 59.7-200. 177 :�r_ ��r��� ZT�/ . . . . . . . . . . . . . ..�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . u �� . . . . : . . . : . . . : . . . : . . . : . . . . . . . . . . . . . . . . . . . . . . . . 525 ST.. — 1.67� 177 . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . : . . . : . . . . . . . . . . . . . . . : . . . : . . . : . . . : . . . : . . . . . : . . . : . . . : . . . .. . . . .. . . . .. . . . . . . . . . . . : . . . : . . . : . . . . . : . . . : BY DEVELOPER AS PART I . SANITARY MAIN OF THE MAIN DRAIN 176 I . ��T:� : . • •, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (BY OTHERS) 176 I 20.5 — 525 STM — 1.80% . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . .CONNECT INTO EXISTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BASIN BY CORING 175 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B OF THE MAIN DRAIN T 1 75 Y DEVELOPER AS PAR 29.4 — 825 STM — 0.31?b ' 95.6 — 600 STM — 0.84%' 30.7 — 600 STM — 4.31% iNd 1 74 : . . . . . . . . . . . : . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . : . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 174 173 173 172 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 172 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s N � s c6 a6 o6 o6co tN0 N M OMi 0000 �y O Oci O0i co N � n r r LO Lq 00 CO M 00 O O p O O N ul r W O N O t0 u O O F O O O O O 00 O N �_ ^_ F In O O + O O O + + O p+ + + 0 + Inn I O O O O O O EXISTING SERVICES DRAWING #, SOURCE DATE AS CONSTRUCTED SERVICES COMPLETION DETAILS No. REVISIONS DATE CONSULTANT CONSULTANT OR DMSION R SCALE TITLE PROJECT No. DESIGN MM Q�OtifSSf $�7� VEORT. 1:500 NORTH STREET DRAIN 224032 0 CHECKED MS SPRIET ASSOCIATES �� SHEET No. APPROVED JMS i 2.5 m 0 5.0 m DATE SEPT. 20, 2024 LO N D O N L I M I T E D J. IET _, CONSULTING ENGINEERS HORIZONTAL MAIN DRAIN PROFILE 2 © o 155 YORK STREET -- LONDON (519) 672-4100 -- N6A 1A8 4 E pp��uei xSY OO t 0.5 0 1 m STA. —0♦032 — 0+1 70 PLAN FILE No. 224032 � VERTICAL k . S O k MUNH#U18 GS P o0h Q` ok"' EX. HOUSE cs� ,,0�^ ��� EX. HOUSE MUN # 59 P Qg GS EX. HOUSE MUN 19 k MUN # 19 # ^o o � k ry�0 EP 0� �� 0 ��^k GS l Q y. . �• O ) �L GS �00 �� � � Q GS '\ ,G �GS •.S + ti 0 'y�0 .�6^ •0�0 ,GS ra 1 \•� / \ + 0lb.GS °�1 k�0 ^�'tPp� 0 �$ ,0� «0� ••��• pQs `G1� C P L� �' GS GS GS o Gs c,L cs �0 \3en ° a 00 �� alb `� EX. BRICK 0 RS S O 6' `yR . + GS b' x x den .° BM TOP OF FH i , 0g•� O� �\ / \ \ �g j �� / \ ,y �0 1 0 0 GSA G DRIVEWAY Op X� L Wooden O^ GS GS 0 \ a GS EP ^� GS ^� 0 \� \ / / \ / \ \ 4j. \ \ �y p' '� S 0 ^° �yh 00 ELEV °� P sle �� \ \� \� \� �� �\ 0 0 G 0 - a _ D _ .� 0 0R' 0R' 0R' ^�1 ^�h B D . \\ hGS B L ,D 1 ,D 6 ,D 6 D _ S lz�l9 �GP 0 0 0 a D 5 0 yL 0� h — �OS�— GSGS.. _r,�— — — ^� �Q. 0' 0 ko �h a 0 0 0 �0 �p 00 N� EP �� 0a' 0� EP EP EP PROPOSED 150 PVC WM EP EP EP EP EX. EDGE OF ROAD 0 GS =EX. EDGE OF ROAD PROPOSED 150 PVC WM ` EP EX. EDGE OF ROAD ' - - - - - - FP - - - - - EP - EX. EDGE OF ROAD o p� �0 h a °� off_ 06 00 A° 0 a 0 ti o �� p1 1 lb 0 5 0 0lb ` 0 0 �0 0 � 0 0 ^ h ^� z 0 °o ' ^'b NORTH STET "'' ��"�' �� °� °� EX. CENTERLINE Gs - A-5.4 ^ ^^ M �¢ 0 ' 0 cs Gs cs Gs s G z ^� 0 0 0 0 EX. CENTERLINE- O EX. CENTERLINE'S GS Cs Gs Gs o G Gs cs a 0 - 0 Z ° a EX. CENTERLINE 10 ti� 61 •,0 0� 0 GBH z0° �00� �0`'0 �0`O� '� ��6� 0^�0 01^ 0 00� N00 0 Z 0° 0 0` 0ti � K k ti °� 0 EX. EDGE OF ROAD N <0 �� E p`� COr0 �� 0 BH 2,0 —EX. EDGE OF ROAD EP 'o EP EP G� EP k EP `� G EP 6 EP ti ' EP EP EP EP �� 60 �6 �0• 0 ^ 0' o EX. EDGE OF ROAD 0 0 EP h EP o a• O o� 0' 0 0 �' O 0 ' v 0 0 �G ° o �G o �G EX. EDGE OF ROAD a 0 N 0 W �y D D D W �° moo^ MAIN DRAIN O k° N ° 0 N �' -_ 56.Om-300 T--r.aofo - - -0. 34.0m-300 ST-4.97% 0 6�0 0 32.0m-300 ST-3.56% a 0 �� ��. �. y R o . 98 a o N 25 ST-1.67% ,0° D 24.Om-450 ST-3.54% __26.2m-450 ST-5.33% D - D _ o _ 56.Om-300 T-4. 0 DEVELOPER AS PART 0°� 0 N 00 _ —5—'�- _ 6 - �-—�-�- 6• o Gs a BY DEVELOPER AS PART BY DEVELOPER AS PART OPER AS PART BY DEVELOPER AS PART 06 ti �0 BY DEVELOPER AS PART STA: 0+221 0� 0° ^ti a� BY DEVELOPER AS OF THE MAIN DRAIN �0 0^ti ° 0ti0 �`� OF THE MAIN DRAIN y ,Gs 00 �t0° OF THE MAIN DRAIN 00 N 01 .� . 0 GS 0 �. 50 > > �0 h �� T� TS . 0° L ^� 0 O 0 O o• 0 k W MAIN DRAIN G�0 OF THE MAIN DRAIN 0`0' Ts �o ,0 OF THE MAIN DRAIN �^� =0+000 BR. A D �R�° 0 0h c OF THE MAIN D -------- Ts 0 ti 0 �0 e 0�' I 0 0° o T —_ITS —� y TS ,t Cis o TS —— TS— T� - EX. TOP OF SLOPE 0 0 0' TS 0 _TS 09' Ts o °� LJ.I 0 L 0ti �� 0 TS--� TS 0 �. �/ TS v --- 0 „_-- TS -- TS TS------- -- TS W EX. TOP OF SLOPE ---- �0ti - 0 _---- �;-rys--� 0 ------- EX. TOP OF SLOPE - --?s_Ts ,� --?�----� ----- ---- Ts------+ ---Ts------- EX. TOP OF SLOPE LIJ VI - ----- Ts--Ts -- \�y`� - ��� ��� �Ts a� APPROX. PROPERTY LINE APPROX. PROPERTY LINE N p APPROX. PROPERTY LINE �` APPROX. PROPERTY LINE GS 0� 0 GS 00 GS \ y \ 0jl' 0'1' 6�0 \ , y0 \ 00 GS GS kph 1GS GS 0y. y�o \\ �O° Z �0�� z GS �� \ �S 0� \\Ts �01 �00�' CGS J 1GS J GS h �y �O ' �00 �O 0 0��� l06 _o 4K 0 o � k 0� o p C p• g 1� w 0`� Lu ,0yc �0 1D y F� h ��0 °° 0 a� o� Gs ,�, f 14 °p. 0 0 Oa GS �ti 9« y. 0� ti6 � 0 O ay lO GS O GS O GS o 0V,• a ti� i�� 0 Gs PART 4 ,0 0 09 09 ^0o PART 3 cs G PART 2 D . 0h' h9 ��. CGS ^� 0� G 0,3 GS GS 00 PART 7 PART 6 cs PART 5 ��Ts �0y. �� 0�b �0lb ,cs ,GS 0 0 D `o �00' �h cs 0�� o \ h^ p\° TS �h h �' O 0°' tia00 Gs \\ 000 ~ Gs 0°h� �F` 2-049-20 ,GS a ,0 Q 2-049-20 0�0 \s �� ����Ts GS �cs ,GS H. REDECOP �00� OO 0� H. REDECOP a°j p0 .GS \ ��f,D yl \ o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 186 : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 186 189 189 EXISTING GROUND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROFILE OVER PIPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 185 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 600mDICB 6 _ 185 DICB 0mm x 1200mm 188 INV/G x 13.14 ,54g�° 188 ' ' . ' . ' . ' . ' . ' ' ' ' ' ' ' INV/G = 187.62 =__ INV/G = 183.14 PROPOSED CENTERLINE : BY OTHERS) (BY OTHERS) ELEVATION BY DEVELOPER ( PROPOSED CENTERLINE ! r PROPOSED SWALE PROFILE ___ 4.03� 184 " : . . . : . . . : . . . : . . . : . . . : . . . : . . . : ELEVATION BY DEVELOPER 184 __- . . . . . . . . . . . . . . _ _— 187 . . . . . DICB 7 . . . %— . . . . . . . . . . . . . . . . 187 DICB 5 // 600mm x 1200mm 600mm x 1200mm " " " INV/G = 186.22 INV/G = 181.74 :_ \ : : : : (BY OTHERS) �. .� 183 : (BY OTHERS) /. : . . . : . . . : . . . : . . . : . . . : . . . . . : � 183 , — PROPOSED SWALE PROFILE _ �.� : : / � 1 86 4.As%. ..�. . . . . . . . . . . . . —_�-��� 186 �! DICB 4 5.25% :� . . : . . . : : : . . . : . . . : . . . /�. // _ . . . _ . . . : 600mm x 1200mm : EXISTING GROUND . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . INV/G 180.84 ,, PROFILE OVER PIPE-" �-� . . . . . . . . . . . . . . . . . . . : _ 182 : (BY OTHERS) ,, 182 185 . . .�/ g:�-200 SA-2.50q 185 _- : . . . : . . . : . . . : . . . . . . . � 376% . . . : . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . : . . . : :� : . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . : . . /. : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / Y. j : : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . 181 /R��,,.��i : 181 184 , � �=_— SR�MP% � : . . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . 184 5_e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RR�P�SE .��. ./ . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . .. —--�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . : . . . : . . .� : . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . 180 v -���— 180 . . . . . . . . . . . . . . . . i//. . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SANITARY WAIN 183 _ SANITARY MAIN 183 _. . . . T. - ��� . . . : . . . . . . . . . (BY OTHERS) �� ( ) BY OTHERS 179 - . . . . . . . . . . . 179 5&6 ° 182 . . . . . . . . . . .g1?,2Co sP'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 182 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 178 SANITARY MAIN 178 181 (DONE BY OTHERS) 181 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • • • • • • • 56.0 - 300 STM - 4.98% 34.0 - 300 STM - 4.97% 32.0 - 300 STM - 3.56% 5 STM - 1.67% 24.0 - 450 STM - 3.54% 26.2 - 450 STM - 5.33% 56.0 - 300 STM - 4.98% . . . . . . . . . . . . . . . . BY DEVELOPER AS PART BY DEVELOPER AS PART BY DEVELOPER AS PART BY DEVELOPER AS PART BY DEVELOPER AS PART BY DEVELOPER AS PART OPER AS PART MAIN nPAIN OF THE MAIN DRAIN OF THE MAIN DRAIN OF THE MAIN DRAIN OF THE MAIN DRAIN OF THE MAIN DRAIN OF THE MAIN DRAIN N 1M � c� C-A to co 00 Q-'W 00 00 00 00 d'W d'W co 00 00 00 wcli W O0 I� � (D 04 N d 00 00 00 Ad A 00 00 Ad n 00 00 2 r, 7 � O O tM0 2 Ir — — � 000 000 00 00 R w R w 000 000 00 000 R w 01 Ol 7 0 0 r O N to 0 0 LO r- n O N 0 — N N N CV < N N N M M M 55 ++ 0 0+ 0 0 0 0 o+ o+ 0+ 0 0+ o EXISTING SERVICES DRAWING #, SOURCE DATE AS CONSTRUCTED SERVICES COMPLETION DETAILS No. REVISIONS DATE CONSULTANT CONSULTANT OR DMISION SCALE TITLE PROJECT No. DESIGN MM o4�0F6SS� VEORT. 1:500 NORTH STREET DRAIN 224032 CHEF MS SPRIET ASSOCIATES y� ., '� " APPROVED JMS 2.5 m 0 5.0 m DATE SEPT. 20, 2024 LONDON LIMITED J. « � MAIN DRAIN PROFILE 3 CONSULTINDG © ENGINEERS HORIZONTAL'S O ( ) E ppo �i ty xso�te 0.5 0 1 m STA: 0+170 - 0+340 PLAN FILE No. 224032 VERTICA 11 L e . \5L CEP ` S .D ^ 0 O 0'�5�t 1 \G h7b 0°N 7�' GS GS �o 0�. GS G `�' ry0a N00" 0 a O \Oo NCO 10 GS 5a5 D 05. 0 ' �0, .\0 GS GS a5\ a` oa GS a0 ti�TS'-� GS 0` Off. 06. EX. HOUSE EX. HO ��.�'' \0�'�`�s \a 0 x � `� r' a �, 00� ^Gs G °y. �6 � EP` a�5� 5a coo . 00 0 00' �0 %, \cs ati cs a� °^� PART 1 r° GS MUN # 59 MUN # s I 0 0 ' of 0 ti ° • ° 0 5 b � A 0 ° IS \5^_. GS L L d `OG ��D(�J�� �050 � �'� GS .,O\50 °� .,O GSph yb .T ^.o' GS EP, S �50 5a G �� 0��, 5°j O. ° �Ne GS GS 00\' L� O GS �O�. O y. �^p `q \0 - d of �S� .G g0 �j^J -q�0 GS 00 I ,\0 EP` . - E5 5` GS p G . ,GS 5`L ,O . 1O 5 ^�• S� ea d•r 00 O 00`• °. 0 0• 5' a o o� �� �• o °' \ �' 0 ,d GS GS �t� of e. O�\ o°j p0 GS o' GS GS 5 N' a o• oe roQ � 0 S o GS .�'\ a0 I 5 M 5 /'S^ b pP O\ .GS 00• \O°' \ �O GS 0 a'\ 0 0 0�, Roy'cS '\ \, O ­­X. I—[ f + 6 ,0�' 0�' �� \ �0 a � ���•� rev s �0^�0`' ^���� 0A0 Gs Gs �p �Oy O��° �, Ts PART 2 ^.°j,\* `s �9 S 11 z"o -c r\ i1 ^ d ti I It �� OrO ♦6 �, \GO�� 5T 00 GS Ili 1 \0°j GS .GS Oary �0 0 GS ry O,l BM NAIL IN HP EX. 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N GS Gg ry0� �° Q°0� 0 I . �00 �0 0 � ^� �99� GS .GS (n W .GS GS L I p , p• 0 .�. ,yL 6 h I R L 0 GS GS `L O O• 0 0 0 k h A O 0 O 0 W S �O 00 p• 1 h h 1 0 0' S k h G L �° O°, p°' p0 ph O1 Q'y p 00 N', ` GS ° `0 ,° 0 0� G- GS l t ti Q O O O GS N ti 10 O� �0 OQ �L1 0 1 \� Op. O� h0 • 100 .GS 11 GS p GS GS i�Q L 6 l h GS °j 1� 1 1 ik p'\' O\ 10 If' L4 h O O O. 1 ra`o 0 l" .GS`° .GS �,'` ,cs I(L° A N '� 90. pp. O ° O�. '\ ti° y ti GS c '� L 1y °p. O '� p. O. p R 0+5 ( 1 00 �0 0 o ti_ ,° o 1 a 0 GS o c, cs o *Gs o .#0 GS o 10, ti oti° 10 o ti° I o_ ti° If' o qcb' 0 ,q- o° o"•' G*GS GS GS dGS G co ' O G N . GS c0 GS G 00 GS S GS N G O O �o° "60.Orri-375mm dia. —0.60% i 64.0m-300mm dia. ST-0.60% I 64.Om-300mm dia. ST-0.25% i i 64. M-250mm did. ST-0.25% .GS I cs I cs Gs Gs l°o, 0� o N o o BRANCH 'A' o 0 0 0 0 0 0 O IB . hh O� 0� O� h �°j 1 1 1� 11 10 0° 0� 06 O. L ti D 0 S 0 0 ti 1 0 oo. 9� �' p�� L° yQ° off' p� Q1O Off' o� o os o� ory -IN QQ o � S N 1 1 �, GS O GS b� GS `y° p ' p `0 LQ LQ LQ `L° L° aQ h 0 � S� 0b o,` ° ,A3 ti GS ob0' GS ° O`� GS GS O ti° O O Q� Ok °° Q� 1 �, Q °' O 0 Q�R GN l O GS "1l L ti GS GS GS GS GS GS ti O O• O• L 0 0,• O GS 4 99.834 GS y �. .rS GS 7 `L° 0 L° GS L°° `l° c$ CGS 0�S N° `1° GS '�° ,00• GS ,GS CGS 6�0 1 � .GS GS •GS Ql GS . alp *GS GS �pQ' . 9. GS *GS GS 01 GS pQ' 00 Q �00. *GS Gs * GS °j1 11`L GS GS e GS GS 0 0 ` ti �0 Ioi' •Gs 2-049 Gs J.NEZEZON °shoo 0�2 0 l GS 0 �0R k'.'S 0� °.�' 41 CGS co GS �GS • O p1�90 N a CGS .1 ,. 6 GS .ro . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... . . . . CB 14 :...:...:...:...:...:...:...:...: . : . . . . : •: •:• CB 13 •. •: 600mm x 600mm 600mm x 600mm T G = 199.86 IXISTIN?G GROUND :...:...:...:...:...:...:...:...:...:...:...:.. .. ..:. .:. .:. .:. .:— .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. :. .: . .:. .:. .:. .:. .:. .:PROFiF�•AVfR•PIPE......:. .:. • • • • • • • • • T G = 199.86 • • • • • • • • • • • • GROUND AROUND BASIN . : : : CB 16 CB 18 201 / 201 :...:...:...:...:...:...:...:...:...:...:...:.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . ..:. .:. .:. .:. .:. . ...:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .: . .. GROUND AROUND BASIN SUBJECT TO CHANGE = 199.86 T/G 200.16 ... ... ... ... ... ... .. mmm,._4 SUBJECT TO CHANGE T G — 199.86 CB 17 600mm x 600mm ... ... ... ... ... ... ... ... ... ... ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . :. . . . . . . . . . . .: . . . . . . . .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. . . . . . . — .:. .:. .:. .:. .:. .:. .:. . ..:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : : : : : : : : : : : : . . . . . . . . . . . . . . . . . . . . . . . . . .: 60 x 60 �T-.-i -r--- --i--- y :. . . . . . . . . . . . . . . . . . . . . . . . . . . :w... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .......�, .. ... ... ... ... ... ... ... ... ... ..... ... ... ... ... ... ... ... ... ... ... ..——. 200 --�-- J-- 200 'il.. T.. y :�� . ... ... ... ... ... ... ... ... ... ... ... ... ... ... r • -:-�1 : : . . . : : : : : : : : : : : : : . . . : *:* : : : : : : : : : : : : : : : : : : : : : : : -T!... : : : : . . . . . . . . — * : : : : : : : : : - �f ��TT �. -;-T�/.. i YYW1 TAT. T' -f •��-"=--" T T r T T �T• � •TT T• �r : ..�ti•�- �,wTl.TT .. JwT,T�.•T111•Tl.'!T4 . _ J .T�.r. -y r L r T_r L T 199 _ 199 — —. . . . . . . . . . . . . . . . . . . . .yam. .�.+:. +: . . r-. - _.4..r-.. ... ... ... ... ... ... ... ... ... ... ... — - - -��. . — :...: -... ... .:. .:. .:. .:. .:. .P.ROP.OSED.:GRADWG.PLAAN. . . . . . —_� :. .:. .:. � ... . GROUND: PROFILE:OVER .. .:...:.;- , . ... .:. .:. .:. .:. .:. .:. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... . . . . . . . . . . . . . .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 198 � �'' a s 198 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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... ... ... ...:82.8 - 375 STM - 2.08%:...:...:...:.. _ _ _ 30 _ _ STM _ _ _ 45.3 _ _.:. . . . . . . . . .:. .:. .:. .:. . . .: . ... ... .... . .... ... ... ... ... ... ... ... ... . ..... ... ... ... ... ... ... .. ....................................................................................................................................................................................................................................................................................................................................................................................................................... .................................................................................................................................................................... ................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 co t0 co c0 ^ — co co to t0 c0 0 a z 00 to 00 � 00 to 00 0) tf) a z 0:)� 0) O 0) O ai O ai O of O O M p a o:w O) O O) O O) O 0) O O) O O a 09 w a N — N — N — N — N N a 00 00 1* � N cV 00 00 � 1* cD w O (0 O O � � to ul r- n 0) c O r r oo a0 o0 o0 o0 o0 00 00 o0 O �i_ 0) 0) 0) O) 0) 0) 0) 0) 0) 0) 0) tii_ z to O cA q O � tf) q O tf) • O q tf) q O O (0 tf) O tf) d O O tf) n O z O N In r- N O N N N ul n O O C4 O to O C4 n O N ui L0 n r- O O 0 F N N N O M ►M � IM M 1* O � � 1* P, � � tO tf) � to to to 00 c0 F < 04 rM M � � � tf) tf) tf) < 9 + + + + + + + + + + + + + + + + + + + + + + + + + + � O O O O O O O O O O O O O O O O O O O O O O O O O O EXISTING SERVICES DRAWING #, SOURCE DATE AS CONSTRUCTED SERVICES COMPLE11UN DETAILS No. REVISIONS E CONSULTANT CONSULTANT OR DMSION R SCALE TITLE PROJECT No. DESIGN MM Q��tiFS51 -V,0 VEORT. 1:500 NORTH STREET DRAIN 224032 0 CHECKED MS SPRIET ASSOCIATES T SHEET "° APPROVED JMS 2.5 m 0 5.0 m DATE SEPT. 20, 202 L O N D O N L I M I T E D �. �� _, HORIZONTAL BRANCH P R 0 FI LE J CONSULTING A. ENGINEERS o 155 YORK STREET -- LONDON (519) 672-4100 -- N6A 1A8 4 224032 E pp� uni xsY°°s 0.5 0 1 m STA: 0+225 — 0+581 PLAN FILE No. VERTICAL