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HomeMy WebLinkAboutBy-law No. 2006-053 THE CORPORATION OF THE MUNICIPALITY OF BAYHAM BY-LAW NO.2006-053 BEING A BY-LAW TO AUTHORIZE THE EXECUTION OF A SITE PLAN AGREEMENT WITH ERIE SHORES WIND FARM LIMITED PARTNERSHIP WHEREAS subsection 41(2) of the Planning Act, R.S.O. 1990 Chapter P.13 provides in part that where in an official plan an area is shown or described as a proposed site plan control area, the council of the local municipality in which the proposed area is situate may,by by-law, designate the whole or any part of such area as a site plan control area. AND WHEREAS the Municipality of Bayham has enacted a Site Plan Control Area By- law pursuant to Section 41 of the said Planning Act. AND WHEREAS subsection 41 (4) of the said Planning Act provides in part that no person shall undertake any development in an area designated under subsection(2)unless the council of the municipality or, where a referral has been made under subsection (12), the Municipal Board has approved one or both, as the council may determine, of the following: 1. Plans showing the location of all buildings and structures to be erected and showing the location of all facilities and works to be provided in conjunction therewith and of all facilities and works required under clause(7) (a). AND WHEREAS Erie Shores Wind Farm Limited Partnership has applied to the Municipality of Bayham for site plan approval under the Planning Act, R.S.O. 1990, Chapter P.13, as amended. AND WHEREAS the Council of the Corporation of the Municipality of Bayham now deems it necessary to enter into a site plan agreement with Erie Shores Wind Farm Limited Partnership. NOW THEREFORE THE COUNCIL OF THE CORPORATION OF THE MUNICIPALITY OF BAYHAM ENACTS AS FOLLOWS: 1. THAT the Mayor and Clerk be and they are hereby authorized and directed to execute the site plan agreement between the Corporation of the Municipality of Bayham and Erie Shores Wind Farm Limited Partnership attached hereto as Schedule"A"and forming part of this by-law. 2. THAT this By-law and executed agreement shall be registered in the Land Registry Office for the Registry Division of Elgin(No. 11). READ A FIRST AND SECOND TIME this 1st day of June,2006. READ A THIRD TIME AND FINALLY PASSED this 1st day of June,2006. 044,,,) de), ,„,, MA C RK ,,••=, Province Document General Do Process Software Ltd. • (416)322-6111 17,7i of Ontario • Form 4—Land Registration Reform Act (1)Registry 4 Land Titles Li (2) Page 1 of 12 pages (3)Property Block Property Identifier(s) Additional: See Schedule (4)Nature of Document C-0 c SITE PLAN AGREEMENT (5)Consideration a- 0 C-7) Dollars$ IM (6)Description Lu Part of Lot 13, Concession 2, Geographic Township of Bayham, Municipality of Bayham, 0 = County of Elgin; 0 designated as PART 1,Plan 11R-8252. New Property Identifiers Additional: See Executions (7) This (a)Redescription (b)Schedule for: Additional: Document New Easement Additional See Schedule 0 Contains: 1_,Plan/Sketch LI Description LA Parties Other N (8)This Document provides as follows: SITE PLAN AGREEMENT between ERIE SHORES WIND FARM LIMITED PARTNERSHIP and THE CORPORATION OF THE MUNICIPALITY OF BAYHAM. '- : - • • • : • • I' ' : : • We, The Corporation of the Municipality of Bayhm,have an unre•' • • : e, right,interest or equity in: The land registered in the name iores Wind Farm Limited Partnership, in respect oft ' ed in Box 6, • •--••44'1: • • : • ' t. • : -• • : • • • • • t t• Continued on Schedule ri (9)This Document relates to instrument number(s) (10)Party(ies) (Set out Status or Interest) Name(s) Signat - Date of Signature Y M D THE CORPORATION OF THE MUNICIPALITY OF BAYHAM BY ITS SOLICITORS,GIBSON,LINTON,TOTH, per: , 2007 04 CAMPBELL &BENNETT SCOTT K. CAMPBELL (11) Address for Service P. 0. Box 160, Straffordville, Ontario, NOJ 1Y0 1 (12)Party(ies) (Set out Status or Interest) Name(s) Signature(s) Date of Signature Y M D (13) Address for Service (14)Municipal Address of Property (15)Document Prepared by: >- Fees a Tax Oa' 0 Registration Fee w R. R. # 1 Gibson,Linton,Toth,Campbell& (i) Port Burwell, Ontario Bennett NOJ 1TO 36 Broadway,Box 5 Tillsonburg, Ontario cc N4G 4113 0 Total Document prepared using F-ornaWare LandForms SITE PLAN AGREEMENT BETWEEN ERIE SHORES WIND FARM LIMITED PARTNERSHIP AND THE CORPORATION OF THE MUNICIPALITY OF BAYHAM Part Lot 13, Concession 2 THIS AGREEMENT made thisZ day of.rL ..L200b. BETWEEN: ERIE SHORES WIND FARM LIMITED PARTNERSHIP Hereinafter called the"OWNER" OF THE FIRST PART _AND- THE CORPORATION OF THE MUNICIPALITY OF BAYHA.M Hereinafter called the"MUNICIPALITY" OF THE SECOND PART WHEREAS the Owner is the owner in fee simple of the lands situate in the Municipality of Bayham, in the County of Elgin being Part of Lot 13, Concession 2, more particularly described in Schedule"A"attached hereto(and hereafter referred to as the"Lands"); AND WHEREAS the Official Plan of the Municipality of Bayham in effect, designates the entirety of the Municipality as a site plan control area; AND WHEREAS the Owner intends to develop the lands in accordance with the Site Plan attached hereto,as Schedule"A"(and hereafter referred to as the"Plan"); AND WHEREAS the Municipality, as a condition of development of the lands requires the Owner to enter into a Site Plan Agreement; NOW THEREFORE in consideration of other good and valuable consideration and the sum of Two Dollars ($2.00) of lawful money of Canada by each to the other paid(the receipt whereof is acknowledged by each), the Owner hereby covenants and agrees with the Municipality as follows: 1. The Owner agrees that no building permit will be available until the Plan has been approved by the Municipality, and further agrees that work will not commence prior to the issuance of the building permit. 2. The following Schedules, which are identified by the signatures of the parties to this Agreement, and which are attached hereto, are hereby made a part of this Agreement, as fully and to all intents and purposes as though recited in full herein: EXHIBIT"A"- SITE PLAN EXHIBIT"B"-CERTIFICATE OF COMPLIANCE 3. Schedule"A"hereto describes the lands affected by this Agreement. 4. Exhibit"A"-Site Plan, shows: a) the location and height of all buildings and structures to be erected; b) the location of vehicular entrances and exits; c) the location and provision of off-street vehicular loading and parking facilities, including driveways for emergency vehicles; d) walkways and all other means of pedestrian access; e) the location and provision of fences, trees and all ground cover or facilities for landscaping the lands and protecting the adjoining lands and shows the lighting including flood lighting,of the land or any building or structure thereon; f) the location and provision for the collection and storage of garbage and other waste material; g) lot grading information,indicating overland flow to and from adjacent properties, collection and disposal of surface water and storm water management(if deemed necessary by the Municipality) S. The Owner agrees that the building or buildings will be erected in accordance with the plan(s)approved, subject only to such changes as have received advance approval. 6. The Owner agrees that the site development and servicing will be in accordance with the plan(s)as approved, subject only to such changes as have received advance approval. 7. The Owner further agrees that: a) final grades and elevations, and any culvert installations, will be established to the satisfaction of the Municipality. The Owner will provide proof of final grades and elevations certified by a professional land surveyor or civil engineer,prior to the final release of the Letter of Credit. b) all necessary provisions for service connections on site will be made to the satisfaction of the Municipality. c) construction work will be carried forward expeditiously in good and workmanlike manner, in accordance with good trade practice and so to cause a minimum of nuisance. d) all necessary precautions to avoid dust, noise and other nuisance and to provide for the public safety will, so far as possible,be taken and which comply with The Construction Safety Act. e) all necessary care will be taken to see that mud and soil is not tracked or spilled onto any public street,and where such tracking occurs,the street shall be cleaned at the end of each working day. f) garbage disposal facilities will be an enclosed type located as shown on the Site Plan designed in a manner satisfactory to the Municipality. g) unless otherwise provided, all parking lots and walkways will be finished with hot-mix asphalt, concrete or paving stones to the satisfaction of the Municipality and have permanent bumper curbing along all parking areas that abut the property limits. h) no topsoil shall be stockpiled on any other portion of the Owner's lands except those lands identified in Schedule"A"to this agreement; and all topsoil shall be stockpiled and maintained in a manner which allows for the maintenance of weeds; and the Municipality may go in and do the same at the Owner's expense, and collect the cost in like manner either as municipal taxes or from the Letter of Credit deposited as performance security. i) stock-piling of snow will not be allowed on the site where it will constitute ., hazard in the opinion of the Municipality. j) the electrical servicing of the property shall be subject to the approval of Hydro One. k) upon failure by the Owner to do any act during the development period herein, that the public safety or convenience requires, in accordance with this Agreement, upon seven (7) days written notice, the Municipality, in addition to any other remedy,may go in and do same at the Owner's expense,and collect the cost in like manner either as municipal taxes or from the Letter of Credit deposited as performance security. 1) the Municipality may treat any breach of this Agreement as a breach of the Building By-Law, and upon twenty-four(24)hours written notice to the Owner, stop work until the breach is rectified. m) nothing in this Agreement constitutes waiver of the owner's duty to comply with any by-law of the Municipality or any other law. 8. The Owner shall: a) be responsible for consulting with Hydro One regarding any matters that relate to services provided by Hydro One. 9. The Owner shall be responsible for consulting with and obtaining any necessary approval from all regulatory bodies such as, but not limited to, the Long Point Region Conservation Authority and the Ministry of the Environment. 10. The Owner shall satisfy all the requirements in relation to the fire protection for the building(s)to the satisfaction of the Municipality's Fire Chief. 11. The Owner agrees to pay for damages to public property including but not limited to municipal drain, ditches, street surfaces, storm and sanitary sewer systems, which may occur during the period of construction. Any such repair may be undertaken by the Municipality at the expense of the Owner,within thirty(30)days notice. 12. Any and all lighting shall be installed and maintained so as to not, in the opinion of the Municipality, interfere with the use or enjoyment of adjacent properties, or with the safe flow of traffic on abutting or adjacent streets. 13. The Owner shall landscape and maintain plants and ground cover acceptable to the Municipality, on those lands so indicated on the Site Plan. 14. If the Ontario Building Code requires that an Architect or Professional Engineer or both, shall be responsible for the field review of any new building or extension,provided for in this Agreement, the Owner shall not occupy or use or permit to be occupied or used, any said new building or extension, until after an Architect or Professional Engineer has given to the Municipality, a letter addressed to the Municipality, and signed by the said Architect or Professional Engineer, certifying that all construction and/or services on or in the said lands, required for this development or redevelopment, newly installed by the Owner in connection with this development or redevelopment,have been installed and/or constructed in a manner satisfactory to the Architect or Professional Engineer. 15. The Municipality, through its servants, officers and agents, including it's Chief Building Official, Fire Chief, and Municipal Engineer, may, from time to time, and at any time, enter on the premises of the Owner to inspect: a) the progress of development; b) the state of maintenance as provided for in this Agreement. 16. In the event of any servant, officer or agent of the Municipality, determining, upon inspection,that the development is not proceeding in the strict accord with the plans and specifications filed, such servant,officer or agent shall forthwith,place a notice requiring all work to be stopped upon the premises and forward a copy, by registered mail, to the Owner at the last known address, on the last revised assessment roll, and the Owner shall forthwith correct the deficiency or deviation. 17. In the event of any servant, officer or agent of the Municipality, upon inspection, be of the opinion that the state of maintenance is not satisfactory, such servant,officer or agent shall forthwith, forward notice of such opinion, by registered mail, to the Owner, at the last known address, and the Owner shall forthwith correct the deficiency or appeal to the Council of the Municipality of Bayham, as hereinafter provided. 18. In the event that the Owner should disagree with the opinion of the servant, officer or agent of the Municipality, as to the state of maintenance, such Owner shall appear before the Council of the Municipality of Bayham, which after hearing the Owner, shall express its opinion as to whether the maintenance is satisfactory, by resolution, which shall constitute a final determination of the matter. 19. In the event that the Owner shall fail to obey a stop work order issued under Section 17 hereof, the Owner recognizes the right of the Municipality to apply to the Courts for a restraining order. 20. In the event that an Owner shall fail to correct a deviation or deficiency after notice pursuant to Section 17 or after notice of an opinion, which the Council of the Municipality of Bayham determines is correct, under Section 17, the Council of the Municipality of Bayham, may by by-law, direct, on default of the matter or thing being done by the Owner, after two(2)week's notice,to it by registered mail, at the last known address of the Owner,pursuant to the last revised assessment roll of passage of such By- Law,that such matter or thing be done by the Municipality, at the expense of the Owner, which expense may be recoverable by action as municipal taxes, or from the Letter of Credit deposited as performance security. 21. Unless otherwise authorized, in the event of the Owner wishing to change at any time,the buildings, structures or facilities described n Exhibit "A" and "B", it shall make application to the Council of the Municipality of Bayham, for approval, and shall not proceed with such change until approval is given by such Council, or in default by The Ontario Municipal Board,under the procedure set out in Section 41 of The Planning Act, 1990,hereinbefore referred to. 22. The Owner agrees to pay to the Municipality all administration costs incurred in connection with this Agreement, and the fulfillment of this Agreement, including legal, engineering and inspection costs. 23. CAPITAL CHARGES The following capital charges are to be paid at the time that this Agreement is signed. 24. SITE PLAN REVIEW FEE The Owner shall pay to the Municipality, in cash or by certified cheque, an amount of One Thousand($1,000)Dollars,per application, for Site Plan Review. 25. LIABILITY INSURANCE Before commencing any of the work provided for herein, the Owner shall supply the Municipality with a Liability Insurance policy in the amount of $3,000,000 per occurrence, and in a form satisfactory to the Municipality,indemnifying the Municipality from any loss arising from claims for damages injury or otherwise,in connection with the work done by or on behalf of the owner of the development. The said policy shall be provided at the time of the signing of the Agreement and remain in force, until the development is complete and all required documentation as per Article 15 has been filed with the Municipality. 26. PERFORMANCE GUARANTEE The Owner hereby defines the completion date of this Agreement and project to be on or before June 1, 2007. It will be the Owner's responsibility to require, in writing, an extension to this agreement/project,within sixty(60)days of the above stated completion date, should an extension be required. As security for the performance and completion of all works required by this agreement, the Owner shall supply the Municipality with a Letter of Credit, equal to $ Nil. The Letter of Credit will be based on the estimated cost of alterations to public property, roadway, curbs and gutters and drains, and any repairs for damages to public property, roadway, curbs and gutters and drains,plus all site specific components as defined by the Site Plan, "Exhibit A" and"A-1"which are approved under this Agreement. The amount of the Letter of Credit shall be established by the Municipality. The irrevocable Letter of Credit from a Chartered Bank expressed to be pursuant to this Agreement and payable to the Municipality at any time or in part, from time to time, upon written notice from the Municipality, shall be provided at the time of signing of this Agreement,and shall remain in force,until Twelve(12)months following the completion of this project. 27. This Agreement and the provisions thereof, do not give to the Owner or any person acquiring any interest in the said lands any rights against the Municipality with respect to the failure of the Owner to perform or fully perform any of its obligations under this Agreement or any negligence of the Owner in its performance of the said obligations. 28. In the event that no construction on the said lands has commenced within one (1) year from the date of registration of this Agreement the Municipality may,at its option,on one month's notice to the owner, declare this Agreement to be subject to re-negotiation, whereupon the Owner agrees that it will not undertake any construction on the said lands until this Agreement has been re-negotiated. 29. The Owner agrees that it will not call into question, directly or indirectly in any proceeding whatsoever in law or in equity or before any administrative tribunal the right of the Municipality to enter into this Agreement and to enforce each and every term, covenant and condition herein contained and this Agreement may be pleaded as an estoppels against the Owner in any case. 30. The Owner agrees on behalf of themselves, their heirs, executors, administrators and assigns, to save harmless and indemnify the Municipality, from all losses, damages, costs, charges and expenses which may be claimed or recovered against the Municipality by any person or persons arising either directly or indirectly as a result of any action taken by the Owner,pursuant to this Agreement. 31. All facilities and matters required by this Agreement shall be provided and maintained by the Owner at its sole risk and expense to the satisfaction of the Municipality and in accordance with the standards determined by the Municipality and in default thereof,and without limiting other remedies available to the Municipality, the provisions of Section 326 of The Municipal Act,R.S.O. 1990,shall apply. 32. This Agreement shall be registered at the expense of the Owner, against the land to which it applies,and the Municipality shall be entitled, subject to the provisions of The Registry Act, to enforce its provisions against the Owner, named herein, and any and all subsequent Owners of the land. 33. A Certification of Compliance attached hereto as Exhibit "B", shall be filed by the Owner, following completion of the development to ensure all details of the Site Plan Agreement have been complied with. IN WITNESS WHEREOF, the Parties hereto have hereupon, affixed their Corporate Seal, duly attested to by their authorized signing officers in that behalf. ERIE SHORES WIND FARM LIMITED PARTNERSHIP k Per: /7..."--...,,,/ pAv+oR.tcc I have a «ority bind the Corporation THE CORPORATION OF THE MUNICIPALITY OF BAYHAM (1107 MAYR/ CLEK EXHIBIT"B" CORPORATION OF THE MUNICIPALITY OF BAYHAM CERTIFICATE OF COMPLIANCE PROPERTY IDENTIFICATION: Municipal Address: Owner: This document serves to certify that the development project on the above noted lands has been completed in accordance with the terms and conditions of The Site Plan Agreement By-law No. DATED: I HEREBY CERTIFY THAT THE ABOVE DECLARATION IS TRUE AND CORRECT. Witness Signature: Name of Owner: Address: Phone Number: III! 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' IIS!®6'�r=�NEN=Zd ., gr.RI1N4M/40WWI FOOD IMIPRI rot RwmSaBS1000Nomaeasssars '+4F • ©1E!©d dd d�-=EN...,IN mows, ® MT ORM am,.:Po.o.e.away am, sT/J50) x 14eee5 ERE SNORES WIND FARM SIM HO WIC ME ®�®■■■81..: 8 IR F,aIC IePW t nW,xoE DAMS alglcE rnDnm0Y 4.000 .: EfGYE us o PORT BUR'WELL SUBSTATION ammo la AWS • Sam Pe SIM MIX a1D We 72.00 OEa IEi y n4 wS.4 S IHC FNPPERI7 OF MEL'MEWS CUM taxa At-1486$2-00-120-0204 3 w.Y o .R OA MPv so so >ss i7- Mp EIOEO FOM IEtEEMa6 SM.is T 1°i[b�i®i v:4 ureas I OciL aha/ FTx1HOW116F! PLAN 9 8 7 6 I 5 4 3 I 2cr -tra45sxaoilza-0204..1.1 IIIR,ITT-' I I 1 r 1 (1 I I 1T l"""•I I I I I I I I I I 500 0 5054 I 7 4 5 s e 1 1-s-T-TTfT 10 0 w 10 00 30 40 00 90 70 e0 90 ISO 914 914 914 914 KIEGiii` e 0. 457 457 - 457 ` 457 457 457 457 457 i capi _ :.,,.. F 7 GEAR S PIER 7 0NI }1-fAR. •9101 (n'CLEAR P} _ - 775 ClEAR 6 PIER ~ s1 ' A:f rUPS TO 9E STAGGERED r UPS m BE STAGGIItEO LAPS m BE STAGGERED LAPS To BE STAGGERW !`�'�- F /� APMT TNELY AT 1130• 11 !EPS T°TI9LY AT i&7 / �� ALTERNATMELY AT 1801 KIERNATNELY AT 1801 '. ___S 11 r_;� • APAHf I fi-- ,.� l wit• APART L ■l ,i I � , D Lel /; + I L ■� 1? + ! � , c L .�1 Ni, I — i y4 v 8`i I I, . 4 ^it 1 ;f 4 4 NHS 1-14950 1 01/2/3 i IOM O 300 TIES '—'—, 104 0 5I2O 1ES -4� I 1011 0 300 TIES 4 I`, A IP ,OM 0 300 TLS I I I I Nit1 E_, ._.i..C. 1 \1:-.7..--7-•-! ���, D-25u \��, 13-25M IIIIIl, 8-25U • ,�1 8-25M — I 1:TXIILLY SPACED 50 EQUALLY SRAM [ I EQUALLY SPACED BOL I (WALLY SPACED 1.ANCHOR BELTS,NUTS,WASHERS ANO RATES A/BOLTS I -� � � ' SHALL CALW9NZEO AND CONFORM m ATM 0307. 1115Q 15 1 ir1,5QI�50I �175� 117' 25 :54 I 2. CAISSON CONSTRUCTION. COMM(FOR H PLAN PLAN PLAN PLAN CASSON SHALL BE RACED IN A SIH0LE POUR. 130 1420 1:20 1:70 3.WHERE CAISSON FOUNDATION 12TCRT HAS TO BE INCREASED DUE TO SITE GRACE.THE CONTRACTOR SHALL HANG THE REINFORCING STEEL CAGE IHAT • .' BOLTS •co BOLTS .- BOLTS BOLTS 713E EXTRA LENGTH ROOMED III 114€E FORM SO E 4-3202914 4-3200014 4-325X914 BOLT IN1UJy 4 PER ISOmm PROJECTOR PER 150mm PROJECTION 1-325Xf?20 SOUO CONCRETE AT 713E BOTTOM OF THE BRAT PROJECTION BOLT . x PER 150mIn rRTalEcnaN 11i0mm PROJECTION FOUNDATION. E (1YP.} I : I . m CHAMFER (ISP-) I I .. CHAMFER I 20mm CHAMFER (TIPBOLT PROJECRON-- I S min TOC FLT85.306 ROC FLt95.300 S - , me(1.,195.3)0 •}a m CHAMFER 4.REFER TO O SIIEf oRgOF 2 Oszams sFIEEr " MLAIEdIMIN a 1 OF 2 RIO SHEET 2 OF 2 FOR ELISE PLATES 7.7!7.-7.--:.: ■■��- GRADEI§ •ffim-iFlNI5Eff.0 47RME a S UYpUT, �� I a AAN EXGA'A170N AROUND cA,ssONs m eE FlNSNW GPM( FlMSHED GRADE BACITLLW WITH GRANULAR IF NO TNOROUGHLY •-fp s ;<, ' i-... I h •* !„111,,,-,.....''.1;:1,798:1I._ r, '#x .: ' - - :.rte COMMIW NI LAYERS(20Omm LOOSE)m 9O%— � 1 STANDARD PROCTOR fX:7IS0Y AT OR NEAR OPTIMUMIJICOMM S 40151URE CO — • g : TLIIII .z 1 11111 Pa:iig rWrLrrr� • SECTION d 1.20 v CAISSON FOUNDATION �� C ePE "FC-l" ( i ECIUMEO SECTION ink SECTION d SECTION •. ISO 1v ISO W 110 v CAISSON FOUNDATION CAISSON FOUNDATION CAISSON FOUNDATION _ TYPE "FC-2" TYPE "FC-3" TYPE "FC-4" 3 REQUIRED 6 REQUIRED 2 REQUIRED B E AMEC-BLACK&McDONALD JOINT VENTURE - 1 - - - APPOOIES FOR CSNSIR,ICRON A if C1fHT PROJECT Iy11L GEFNtIMEIR MGR. PROJECT MGR. pit >e �l+i e •n' Neu SOOr - - g P. PROJECrHOSE '" I ERIE SHORES WINDFARld r11.."�'QA m„rN°im° R - UNITED PARTNERSHIP H PROJECT N0. JL704I1 NR PACXAGE CODE SUBJECT OLFJTT DAF M0, N 0 ___ ORES RR COMM m /�./ L 0 WPM rA BIRD Fol ONSIN Oli I 1I�I POO(JIM REGION RIM=CMS NEEM 4 SWP/SEAL 118062 ERIE SHORES WIND FARM c, B I FR EMIR FONT IN Fx N: E 16/01/05!SE (sum RR 0.001N PM I 120-020) PPR WRIER SINSWpN COMM RN 6 MC PPOPFAIr a MEC W FAYIS fAN1® SCALE Br coo PORT BURWELL SUBSTATION ORAWxG,m 1 Rer. g A IJAI/45 M EDD ox: x RI SE A 11/0M z BMW WAD 06rt REF NURSER 7RLE TICS No E OO m N6 LOVED OR ROf MECFn x ANY INN I �plyly OFL PH 59/12/05 FOUNDATION DETAILS SHEET 1 OF 2 A1-148662-00-120-02G5 0 REV D/R/Y 40.49 N OR CALK AFP APP APP AFP INWY APA ISSUED FOR 90901 FJCFS M x0"130 TIE MONSOON OF 1100/EORCA5 IKRO. • DM NC 00/12/05 K I I I I I I l 9 8 7 6 5 4 3 2FLE ADDRESS .\eed\Cn\ -148602-00-120-0205.dwg In 1111 nil 1 1 1 1I I I 1 a 111111111 1 -1 i i i 1 i I I I I none V op. 1 z 1 S a 1 a o mn6 0 w 10 20 30 w 50 E0 70 ao .0 120 moo rr. 160 -, ( ` `% �I � I�f�' o'I Atilblib' @HFA 1 r` ^r. nAi ill yy I ( 7sCLEAR pip r UPS to BE STAGCEPPD ) {�Jf7, S- .�,_�• / TIP) PLrORxxmrELr♦r 184 I :�7!!M `3 1 F ,. \ , WM•SIO RES 1 li l'yM, A/RyL73 6-702 FIN. ilif.1 SPACED 9. 90 1 KEBBAt1 OF 21221E L132= PLAN 1 3EE 5002 AI-1Ee6Ez-00-tA-0Da1J2f3 1 'D.._....--- 115 > „ 28-29A 4ERICAL ( Emus 1 was; l7 -rsa1m00 1 2060 1.P0R 69EE92 MOLES SEE WARM BOLT PRWCCn01 1 -PEER 17amn mROI[c11yN T 07-148682-00-170-0204&D205. �2D� CEwfER _ `fid a / roc E1..19i.000 1T 1120 � t- - • C . � Sill.-- I!it'll I !055110 01104E E L sl47 4.1 IIMIIiflii l l -g * 1 •• 18-200 YEArIC01 r illi ni :�■ i . i.I e sErs a 102 MS `13 ', -•- - �1■■r r ' _'I1 18-32.1030 6CD alinaiiiiiMil . Ci 10P 1105 �; ( 1111 D 0-3W•525 99 i. C ti SECTION ilnh ? 111 v PLAN PLAN I5 CAISSON FOUNDATION I} Is ` TYPE "FC-7" .-'l ,_J JFEOUIRED , i-I .ISO 6-32,0214 111 1F3EIX1100 150"6 PR11FC11pH 11101h%PR61FCO20 EMI PONE • P24 60Li RADE • ¢HER CNN 1= u r 1 20R.m CHIMER 9T3)) ,1 I 1 I 1 5.�? ZoomZoom015656106 IOC 07_193.000 - . 1 '� 106 EE.I95.3w 11EIVY E1p1 Burs WIN 1R1Egs .M'�LIallt 6-. _ lirki.Mif.` . ! BASE PULE C S 752 6z g� Hit S I (APPROIL) • 4 F , manna - P 06020 162...• •' dc, N"{.w7 • run _..E.'h., • i_, P,' -. I�Fl1 1 7, `1!•14.1,‘ �n iniiiik VIM 2112111.11111 1r sOnm CDEN[100115 Io n r p _ - NOM-9HRHN GRour E7 ��■r1 �F - MIM IIIA' I ' NO IEEO ■ S — IT 2511 O 250 ANCHOR MLS Q i B 0005060 O 2w•2� RIE 435 o- E I HOLE PI MITER Mr 1 Ti'1111, 2l} Ii. DLL WELD MIT TO Jw0HOR .--2555 0 250 PLATE Nm•DLT AT CAISSON FOUNDATION SECTION MPP WEE P01105(551) TYPE "FC-5" 120 0 J RFOUERED CAISSON FOUNDATION ANCHOR BOLT ASSEMBLY 1:10 TYPE "FC-6" AMEC-BLACK K McDONALD 2 REOURE9 JOINT VENTURE L—__ - Jimmy.%TOR CONS1RHEOH d • y CHEM PR=I1C0. 004201011/ECR. PAWED'MCR. r P 'M s-r;pion W J(e - 'J 9.1 MT PROW PHASE ERIE SHORES WINDFARM r""°+1.w.: 4-� Pel ,+ __ .. METED PARTNERSHIP I WWII 0®1 nos ma rm AW PR /�' 1 WPM,P-Qom 720 601200 a e. 4 02 ;came w. cox s11AEECT WEIR ORc.110. P �HnaA6.ou 5&& bx kc ! 1A ERIE SHORES WIND FMAI - 0 apiJ01 SL SSEn RR 011611/011:1 1 +M-ORS MI IRRnI•665110 OM mm3 Stomysrx I 1(x•.'0:+5842056 SWIG IMIR IR M. 11. I 1.- . ST. Mm RR 161110 FM 1 61-22 156 601110E 66651 PRICIER RPI PIOPNEMRY OVCIOR 161 YNE In. PORI BURWELL SUBSTATION ODH11.G r,O. I Rd. A %r�7YN MOP RR LOM OW a 12 Y.i A 1 . 41. MED W16nN RIM REF rAM.ER tRLE 443 REV v/-/.. 'UAW, m CNC APO 'PP'w PPP MDS MOT 1 a 110 PRRwr or MF1 67711( MIRO MK PR es PPP %1+%4.11 PEPIlA1GEs n"1Ri»1rlM0Tialp OD mixma� AS DeinDOA RR W/tz/os fDUNOATIDN DEMES SHEET 2 OF 2 A1-148682-00-120-0206 1 p 9 II I I I I 1 8 7 6 5 4 3 2 tt°dit -1,6102-oo-120-0,10&dlq 1 l 1,1,-.i Teo II 7 I II 1 Is 7 I! I IO i-F i-L-L-F-I r"••••l 1 I I I 1 I 4 r I Iw1s 0 4.10 70 30 40 50 00 TO 10 40 100 12ht 1802 1000 DETAIL ' e" li��il9 : "�'. ,fine 600€12--''. 1200 , /r� a +m sTaaE 8 1 zsml a zso MU EACH TAW —8sr s HrnQdrcu g I �'- ;j` � r I r n f TOC EL.,95A0 1 ��.�-r-�` n•' �OAISHEo STONE 1 -- ;� `. M II 0..196.70 ��� EL-194.70 'Ob -AHP 19350 II I"NP 195.50 f/ 1514 9 450 r\ � —...4/v�__ .,) "W. J� ..* r 3 f^�^ . TRANSFORMER EACH FACE a HICJf.ST LEVEL '"'ice R GI AOPInC Rube) %E1'PWr OF Turns;IQGTnN 8 RAERSTCPSLOPE oomr #, �y •y� 'J .�..--'-'. SEE 0005 41-1.1i041-00-120403112/3 `lit ; 3x SLOPE dpi�. ro 1_""' oo61I [ 3a SLCPE _ 4� ,1---' e'n- S_ii4:. _:7 _ n..3.,,.r:.. :.F.n:.n...n..:] . R 1.x•5,r...ca:r N m p... 5ra. T `� ......_....-. ..,..i'....... .. ,.�r..'. .. .1 ''1. _.__.__ _ .. I.FOR GENERAL NOTES Pie LOC10gNfi SEE OPAr1N6 �. 0204&0206.' .•. .. ...... ..................._.._.. RZ MADIIGIOOII FOR f5Ar5Fptl:ER WRRIE ORMNIC gE 'I i_ T - LOIIC $ fS/PRC 01007010501 REV,Q ON AM - -- -111-145000-50-120-0002. 100mm LAYER OF 540 116 OAC REPLACES A3-145662-00-14s-009Q Ar UCH=NM irp. W 1:50 3000.LATER of GRAY LAR A• ��`, I 0ACRFLL CPROCTOEO TO 55x A " IN 00RO PROCTOR 525927 E 1501 RC PPE ,' I\I ' -_ IN ISCmm LAYERS C 41M 4.1 3.40 __- `�FROADE SCREEN HP 193.s0�.. E NIA.EL10310 _ u IGLU LP 1:3.40 1 _ N Rl151E0 20 254 0 250 TM EACH NAY STONE R. - I---tl 5°°.._�_ sso roc a 19500 _ / r �` I� r ft 1 -: 2050 /3300` -- (N5°° IVO o_ m/�[/.Et- 1-44.70.. I! EL 154.79mmie; /� 4'1. 51!",0 ... 12300_ I' _._ EACH FACE .LST ��.✓_-� r- j# ����+-r/1\ — i SL9 1 'i• �! `8 I 1 ON ROPInO IL91R& i 6� `- •�'�I4f10' 11.'9 PLAN ' SLOPE°°"" _ - a oolm 6.-+11� F �{ 1 3x SLOPE - _` 13Z�I I 1200 L'.,4 .t.-.':-. .w., .« „. ..41.:,..4:_,i_,.;6:;•.4.-.s;c :.1 r TO BE 0ISCHAR0ED mJ ._�..--.�."1. .._.i.....i._. ......._:::'-'. ....:-w: .::v.....n.,,. •''. ....._.- E4STMG CULVERT/CRICK TCK 0 154■250 Tag 2511 6 250 HORS TAL— 154 54 250 Tae ._..._.-.-.._.,..w 195.50.4 D EACH NAY It SWICA. EACH WAY ------J..4 C SECT ON AInk 9090 1170 W I d-251114Ai1tA1 ig r� IF- lye 1 4-1994639 1 TIES 0 300 500 [2566 PROJECTION NEE ERIC.NO.41-1441652-00-120-0200 4 Ipp CN4IFFA TOR"AMOR 50U ASSE11I11) RIC a.195.000 3 - UETAIL © I 130 >� 26M C CMilli - 412000 airia • T Ti Ifi-Y`JLI VpRXW. -. � ��� RTOpR 60115 �1l' 4-32.411. • il IS0..PRGIECIIOR 134 O 950 FOE PCI 670' 8 i !._,_.!/11111'. '' FOR 5x1:.NO.AI_14000-00-120-0206 - SECTION E B _ P• if �I.111 FOR 7ea1OR Sax AssE4aln 120 MPF 11M111.�11.1111 ti���i1= 1a11111Trefui__ `A �I. r LSI� M 0 250 Tay EACH WAY 1* 4 SER OF 101 XS 1 1Lirk T ,Im v AMSC-BLACK&McDONALD JOINT VENTURE _ —, KiROkD FOR W16mUC11014a: a A i 103"461 ry':. 1�Aee �i mM`".. � r CUM PROIELf 1100. OFPAR1M0g IAGR. FROIECT MCI 1"°"`d Y1 'S`,• w.in a+ ����.y-�7 IA94IR ....urcrr.n '14/11177 $ FRP1vr 1'IFIa4 4I�A ERIE SHORES MOWN F..r444x1F-40 r t{ 4 LIMITED PARTNERSHIP ,o \'T01w. .. r Ro. ncRRn xo. ROME wx slaeu wwr o`c.MO. �� v iriTOEIW/R1A41041e0gAFA IO®/E R]@D 141662 A ati,>1 eem l4R mIIRIL054 744 u 1077191E OMEN Ru�4O�� lel' 2 ITOKOAS TOO RRA.MIMI Pasoan AI sno•/9pl ERIE SHORES WING FARM `� P 4yeA0 am Tal Rue ler. .K All 01 ` r 9 140AE0 IE 011®M 00004 WI 1 040-414 POW AMA 000F MOM 4540 MOANLAU1: SOLO 1 ITT OMIT PORT BURWELL SUBSTATION '0U114G NO. R7. Id 4 IOW 063192066 4066 .6781-07 AL Pit SR A 15,41/M ,g. 6211 ra!ORA 040,.•am.11444or R6 !AMER TRE 1115AND eMIAO 6 IC IioeCOSN, poi TRANSFORMER pONTA[NNENT FON DETAILS C RFY.O/M/Y RaMS4 m dao APP APP APP Am 1s op APP 15543:1 FOR AvEASE13 FAME.4P041�C41OFAACCME101SMEI REMO=A.WOW1�6NgYN Del. FL 09,Z Ai-1 488 52-44-1 20-4207 I a 9 I g 1 7 1 6 I 5 I 4 , 3 1 2 ,o6 RIE AOORE59 MACI NA,A1-146662-00,120-0Rr7-66 I111 r11 111 I I 4 1'. i I - 1 nm117 1 I^'•'1 I I I 11 I 1 I I mM I0 S 10 kom 0.10 10 30 AO 50 40 TO BO NO 100 4. rseR 1' 0 1+ a 4 2 r 0+w A 10100 xErP1Nr w 1uMRrE IacAnOI �--FOR MEWED CORPUS� .. "...."' SE arcs Ar-11EEQ-00-Im-oam/y� - r (413 PETALS SEE owwBlG/ ---------H--- 71 �� Al-1+BG02-O0-1a-0106 .-----"4--_1 y »� 1 FOR lBesS-o-1OG110NS 10 BF4NWc Ir r ►7-1+9H 1000-i E0-02015010 FOR tri " 1- 0,,..r. O1-14aS 3-EIl SEE ORIIrFIC4 I 1- I 7 1/I As-1189 -00-Im-0mi t-0Z0S Wdl I i QQ 81 I TOP k BOTTCN ici I , AT 1;IM01ER i ' E 1.1-- -- --4------ -. ; �} {j i I M E I n II SWITCHGEAR FOUNDATION CAPACITOR BANK FOUNDATION D PLAN 1:50 PLN E J — 1200 RAMS(SEE PUIII C 2O110 250 TOP I C M kMINI POI WAY I OWE 1 TOC SLAB 1048 EL,19180 raFaNx - - "A'1 tmmm ST'rROFOiW�,Yi-iR- @g 3 ..µ'c .._:Y.*'A '.,g \\�+'�" •••^.... ... • — ` W...GBWJL l 0 BE POLYSTYRENE NOD SOME ^ COMPSCSFO RI 2{ATFAS TO RRNARON OR WOW 100%MONO 5000100 WRIER OENSOOY SECTION - /:so D E AMEC-BLACK&McDONALD JOINT VENTURE API0Cd0 Mk CoNSIw501051 - y , iy i CE MGI.c fII Wv.k_I.wb �'- rT GATT MikaMikaR. PARREllr P1 ma rookY.-`N'P <.'r,.'3 wl.r. • R 1111101U PRGEC1 PI.PSE ok ERIE SHORES WINDPARK w rt.*x.-IN. �.��[yI1�� / U V _ MUTED PARTNERSHIP N 2 AWN PIIItY51515 MMERR.NOM K TK 2 RAM V mime N1N ROOM MEN v PRURLI N0. NCIMR 1A. pvcn E mop SWUM __ cum SE%1U. g r 122 AMO) C Pit 1 RR OP W142cs EL SWIM — 1486 + l+Wb!ORO M.mwnu AK F01 s6 at 2M01/M EL samrolooesvlmx STARP/SEAI ERIE SHORES WIND FARIA MI 11/7AAW Wm 00 05o loo ro.r Pa IR I SE R 71A1N1 SL roe ma vow -- I P1mRrEWRY 1YI0p.55: SCALE By— PORT BURWELL SUBSTATION ORNAP1G 110, RAY. e o�4rMmc ua� Fel NI t 1E A skorko EL mm RR MI 1 rP¢br REF WIRER Tn.E nn waft 411E 1o0•@,rc R.lac OIEmtt 1MIRO RLv WARM m aal .Pr IPP .PP AVP Es o/M xvl AS WOW A1-14B562-00-120-0208 2 /Y BM FOR RETCRENCE5 RmM O r 1M111L 17WA OF NEI r�°00O=iw.� C M M Pit 1 SNAiCHCEAR &CAPACITOR BANK FUUNOrUION I 8 I 7 I 5 4 I 3 2V.P: c51-I4106- I20-0500(0 I11l1111 14I I I I I I I I 1111(71-IT IIIII 1 IIIII Ingo 0 Nona I 2 3 4 S 5 7 5 R 10 boMNI 0 W 10 20 30 40 60 80 70 10 LW 100 Iir a F ir ��.. •�, 0a F INLET PIPE _a',C:y•w JCE7PLAH DF TUR5NE LOCATION SEE 350$A1-145882-00-120-0001/213 I KIM — I 1.FOR LOWED%&NOTES SEE WNW A1-148642-00-420-0202 F( ! 2(7N NORM L PUMPING SCOPE 4540 COMM.8k 1 0411.00HOLE(0 C NT54CTc OF AND 1I51J Bt OTHERS. -4... --"\ _ A L CAST Op CNEIL 9 KIDLIHHlE HOLE(WWLOLE) A9 rim OPS0.SID'S 701-01,70153 EAJ. 4. O76fMlAIGN GAMED OUT AT MEW - AOWRDILPV4IS NTH PIRG'SUPPLER t69N1fEMEM. E vie SUBMERSIBLE "� SUMP PUMP OTT OTHST5) (SEE ROTE 4) PLAN 1:20 (COVER NOT SHOYIN? I) C. 1 MANHOLE 11.411110(E•• LN TA.MANHOLE ER I T.0.FN.CRADE TAT.MANHOLE [OVER 7.0.MIL GRADE ' EL 194.60 EL — APPRO%_ EL 194.4 _ a.104A0 APPROX. TO EXISTING '. CULVERT/CATC71 9499 1%MIN.SLOPE : •:�, �g i..t i •L R s1TROPoom w-40 E POLvs'TREHE C so m1 raao I INSULATION SUEMERSBLE _ SUMP PUMP € OFF OTHERS) TI 50mm/PVL PIPE�-- I: � � "�"ti 11lET PIPE INV. I� F tt 193.00 STARDOM Al !4- EL iss.a Y 300 C/C RUNG — • `T.�:.r trii lri ' I BOT BMF uANOflLE i; ;, �MIMI I B .-Mil 1111111.1=111 E 1200 ` 1200 SECTION 0 SECTION 0 — AMEC-BLACK&McDONALD JOINT VENTURE APPROVED FOR ar611Nlt9loN L MDR PROJECT LER t1FPIXOJENT MGR. PROJECT NOR �d1tleAad I �' _ EmNIO A Cyt.:I f".`r g 1 r.NmuAr PROJECT AREA ERIE SHORES W1NDFARu LIMITED PARTNERSHIP N �t PROJECT N0. /CENT'NO. PACKAGE COOS DRUM WENT DWG.NO. If 149962 ERIE SHORES WINO FARM c yy l smw/9EAL R 2�4NN6 He masnaanu et , I_ �& t o W0�5e A7` tam Re wswoom N6 O'"�"E"R'Nna.4c M"rRIA1i1010KE ar CF ALLec MENDS SONE L,wnm Br oAN_ PORT BURWELL SUBSTATION p:AAN G 99. FEY. KY 0�/Y OWED RR MAD WREN OR C410 PPP APP APP APP ONO A� mm EEO luEOISP RFs MISER TTI1EREPE9ENcEs PRI Ii0 NOT TO OE LONE0 OR NEPRON.CED 105 OF 5 055459 DI AN.� 5419. ACR DSN, Eli � /US/os SUMP PLAN & SECTIONS Al 9 8 7 $ 5 I 4 As SHOWN I 3 2 148662-00-120-0209 a ENE ADDRESS �rAGI MFV11-148882-00-120-0209A+q 3.0 t 3.0 Terminal post II Barbed top edge 160.3rnm post Post H 42.9mm OD top rail r fasteners 500mm OC' Post 88.9mm post 114.3rnm post Concrete Ground line Stretcher--�� .� `;�+++ ♦i♦r•+; �♦,"• t++♦:!-.:•♦• '. ♦+ �• Fence fabric ♦++*,��►♦,• a ; f . bar bands ;,;• s Brace rail .+:;�� +,;;► t �-Overburden ill,.. ,;, 400mm OC •�•+, 42.9mm 0D *.�• Line post Line post E.c Rack fine fl +♦ tea • �•�♦���► ♦.* I1{! Concrete in 0 N i~ i i• r, 8 IIS •`•`:A i+• 11 5 r stretcher bar +••+•,,t,•• •+••++'. ; v0} ` 1 If drilled use I .••,,. •,.. Fasteners at - 1 I Illi 5x18rnm min4 •+•+t,�� ;.;+;+;. II r non shrink ••• }I 400mm oc • r i lik. Dropforged Knuckled 41 Var :;; .1 50_1 _ cement grout 1" •4 turnuckle 1* il bottom edge �. ;: :1 t�• OD+25mm� tf excavated ii viii ii 250 or excavate See detail A�.1 x---I r -� 350 blasted- See footing —I 1 40 to 75mm Ground line -i. 450 concrete details I bottom om wire m dia 11 clearance �1 {-X B: IN SHALE,LOOSE or FRIABLE U fastened U U A: IN EARTH ROCK or SOLID ROCK WITH 500mm OC MORE THAN 450mm CHAIN LINK FENCE WITH TOP RAIL OVERBURDEN surface for for drilling - Post Topof wall Post .,, r-Ground line s ' t Sleeve Rock 450mm LINE POST CAP, 62mm ID Line post cap ,n r. line max •�Overburden DETAIL see detail in 0 .-:•, Non shrink - - 3 0 3.0 �t } q ,'',': cement grout i Non shrink Terminal post Barbed tap edge i ii 5.0mm dia top wire I 50 i `.. 380li cement grout H Turnbuckle + fasteners 500mm OC i - - 0.51 mm thick L I +.r; steel plate cap _....1 l--OD+25mm Stretcher�� -r +r• ' ♦•♦+++•••+:1 •+••♦••• *++.+••ii�;:i: - welded to sleeve �' •,.+• b�+i•:••:.:'• Fence fabric •`•*+•♦*•*ii•••• bar 111 •�'; Brace rail ••..t►• NN: C: ON RETAINING WALL D: IN SOLID ROCK a R'.+! 42.9mm OD .•�• Line post , -- Line post # ••+o '••. OVERBURDEN LESS THAN 450mm stretcher bar •`•'' •`•' FOOTING DETAILS A 8 C and 0 r `•`VINP+ '4/41,*+ Fasteners at Hil. 5x19mrr+ ruin I ❖��'' ;�;*;+;�` 400mrn OC e ,.• *��•+ Drop forged Knuckled .•r*. POST DETAILS .•-. tumbuckle bottom edge } +•;•' •+ III'Vet. OD Post length Sleeves '/f/ /41/77/////f!/ //// '//,//////////977/ //// r/ Post type Stu ndard f�etnlning OD See footing ----.1 1 3.5mm dia 11 40 to 75mm 11 Ground line mm m walls m mm details I I bottom wire clearance 11 Line post 60.3 2.6 2.0 88.9 U fastened u u n 500mm OC End,corner,or 88.9 2.9 2.3 114.3 I CHAIN LINK FENCE WITH TOP WIRE straining post 1 , NOTE: ONTARIO PROVINCIAL STANDARD DRAWING Date 1988 05 11 Rev 3 A All dimensions are in millimetres Date or metres unless otherwise shown. CHAIN LINK FENCE FOR ROADWAY INSTALLATIONS ~ OPSD - 900 • Crown poet cop 2.3mm Barbed wire points 150mm apart Barbed wire arm Barbed '� N wire band . 011111111111111111111111Mliminen r �1.,*-4114,1 1;r41.-4-a-4- 41;414-ay;�a-er-;'*1 M 11;467 w-�7a-s:�-w-£-4.7411�-e,70747,._.;-,�- NI-a-s-w:er:4:e`:0- ��:FT77TT1►'TTr'tT!!w!V'T r'�'!7'' tTl �r�lf �l�r�►TT♦���� . �7Y♦♦!T KS..###4♦♦♦ ♦ ##♦i;♦�♦+*#♦iii♦♦i## ♦+„#.;++•##i++��*t+##♦#+ ♦#♦4♦#t♦+ii*#i♦##4*`+*i**t#i*#***♦#* * *4k V# ti#t+ #+i •## ***4♦ #*#♦4i*i*** ►tti +t♦♦fit# ##*#*♦*++♦♦;i;*#+*♦i♦its♦� Fit«+tri#4iii+#moi+*#+�**♦#♦it4*ice♦ ♦4it�/*i*♦ iir Cole or i4+•4♦+i+##*#+#* i+4+i #h* ii#+ ♦ #iii++ii ## #+ *ii*4§)****i ♦♦ end poet - - Note 1 .40001/ I ' OR 0 Ir. 4#`•'” p CORNER AND STRAINING POST LINE POST WITH WITH BARBED WIRE ARM BARBED WIRE ARM NOTES: .1 Gate and end posts shall be lengthened ' when barbed wire is specified, except when .barbed wire arms are used. A Ail dimensions are In millimetres •_ • unless otherwise shown. ONTARIO PROVINCIAL STANDARD DRAWING Date 11988 05 11j Rev 2 . INSTALLATION OF Date BARBED WIRE • .FOR CHAIN' LINKK FENCES OPSD 900.02 6.0 and 9.0m opening Gate post Gate post Frame member Top rail or ■a A top wire a _ •./4•rt 1• ••••••• +�����*�� 'moiie`;`♦ �`*`'1111 -.*++ Note —"� Note 17. .4•4*-44iP.--; ' •• Internal braces *•� o • '� �-.31.$rrsm min ♦•• �♦ `T" II Hinge bolt ..:01 f .*. ..• •••... . .• •xa„. # .. •• . , . I' r ` ' . Ground line 1 I 40 to 75mm Drop bolt I I clearance I I----Note 2 1 I Typ Steel gate centre rest 1 U U DOUBLE SWING GATE OPENING �y 40 II STEEL GATE CENTRE REST ...,...__Cl ------- 3.0 and 4.5m opening Gate post Gate post • Frame member a Top rail or top wire ir _".4 .'1"-i"Ir'F'," 4:41 .4' la il k:476;st6 0 I I I I Hinge bolt MI I +4 l'•• •••••••* +••;+ftke ♦••••••• ••,,„.•4ww4.da&a ►•10 •• / I 7 / / / / / / / ) / / / / / / / / / / f / Ground line 1 I I 1 1 II II II II U U SINGLE SWING GATE OPENING GATE AND GATE POST DETAILS NOTES: Gate and pe Framer Post Dia Post length 1 Gate leaves greater than 3.6m in width Max opening m Min OD m Min OD m standard m are supplied with diagonal braces. Single swing 3.0 2 For footing details refer to OPSD-900.01 . Double swing 6.0 42.9 g$-� 2.s A All dimensions are in millimetres or metres unless otherwise shown. Single swing 4.5 48.3 114.3 2.9 Double swing 9.0 ONTARIO PROVINCIAL STANDARD DRAWING , Date L1988 05 11 ! Rev) Date CHAIN LINK FENCE _ __ T GATES OPSD —900.03 tit li 0 I I 1 PLANK Rpm I /IN 3800 000 i /I ;;; L---rrj ii II ,". .-- 1 I / xi s !4. �e-mi. \ .N, Fp , I 1 Irri .- % _ / / II il q.". -, I_ , / l'eliiiiii-4-7:::::: I-- 1 9 I ��,,: lj SII 11!11 INI gi 11 q I _ 11 / / %*•-•N P I 1 11 i 114 1101 61 Il /R 1141 1. ill lb 11 il II P4 l _ - i , gin -. 1 ) ,e, i l I l '�uyir�! - ' -- ':=---.11m::nn 6�qo I . r ,yV - 1 /7n1 I / ya nR 11 .ff 11 I • . '�= ,► 0 li / I # .., to` I NH , � , 41 1ff / . ,/ . i 11 t ____„„i___________ 06' iI (� � l; Ifs '/P j /.:: . i 41,, �+� iatzs !j / q / #i // 1ana i 1,, A® :<- fes_ l rI, 40 ,_....._________ • 14PI f II I ' I 6 5g -`--,. It g v , , r, 0 X) ki i 2vlz C # C7OO N ..• 3 0; 1Alts,9 Q3 ,+r a r 0 gl 14 11 1 Z � —1 s psi 4 i � e 4140a.., Arf *1_4. Aar I 1 1 Ftp' ,?i r,. I I PART 2 11R-8138 / - 1 ', �f �,�;t�, ;7.,�p .- UNTOUCHED ��,- ie. -• r: e •I /I �_ AGRICULTURAL AREA PlRm ... �. UK MO FOR DUALS OF SMARM'SIRUCTURES íII WIT I PROPERLY OWNER: / ExiE o 'i+ To I ' JAMIE UNDERHILL / i DE DETERMINED AT SITES _P �' 3 Lrs-sFCR em 1 s mot SEE° 0 PI r, 1 .-.- I II ctlAss Pip. CLk A MICE NRI NGES NR PER also!00.01,900.02 1 1-F- 1 .0 ` !MAL OI O I' o I 4.SLIP to n WPM NM GRADE STE As / I f,7 PART LOT 13 CONCESSION 2 •.. 7 Muni DI SQL 1 IV f`"� ; ' 9 COIPOSf11015 151.LITO.-50mo SEWN SUM= ow PATIENT, 1 ! ImICELYON`:" - 1 I - / 7:10 941I1Tanktir-seuxamcnossa :;� z 21M MISPLL COME i I a 1 PROPERTY O S� T i Q Rd IAVF]t-1DOmw CPNOAAR EYWE Tv E I O I W p CU1IvicIE11 TD tN01 PROCTOR I I 1 I I 0. z 3011m Y ,p-`+ 41A MIR-700mm rnA19RAR 1Y MASE m![ 1 I (:AS RAIN / , itM(RAIIR�. AREA AGI ® U (j COMPACTED 10 90i mace , z . 7Fn EAST OF ROM# / ji0Pm_ STII Ire911AF , , \ .,xe 4 I t W TER U E / J OC IPAC IED TO f,' '' m ��JJ 'I' tr LFS#NM Iw 4="�11 2'fM1ER II1E Y1110E1t 1 r � ��� • 115 N/POTS QNOICAR E LOCATiv. + Q PLMK ROAD 1.Sn OETA ® / 4I 4 /' 6 ixi! I r CC o —E70511NC oONIGIRLS 1 ! I i T / i ~ice ''r 7 dp. rr' ti `1'"' a EaN MFR+++;��� . l I2•r 7I0UER LE1E ? �xDric to as 1RTNRARO EaON EEw: i - ��- , 1 1.5m DEEP ONTOP OF STdE&><LMIIY / ,, ,— ! ` •f� br r SHORE SWIM BON MR 1 - \ - F •` p • QE1aE NO UNER1pE 11•4722942.3• 1 I �� ^` \I ' �! r`/ ® I... !W II�LgEwv.woe ELkvi110N E \ 3 E-*11F403.5 I/ti II � 1 r SOUND \ Air-i 1 Si Cr :o MOD UDR 1 I -- l rR 8 .- '"rL"0piiqt �� �r . tifr47� iz MIll �rr _�_ ...... /� �_ ARA 41111*£ , :fi _� ` A ' i;,I.,�1 J�i _ \ '' �� �iih�� r.x' ,�. • 1i , MDP r , 1\j� FUNacAP _.NOTE 1 �` �� , �► ',4 5s FT10Y ED6E OF a 0MSIMIG PAtOAFNT �'•{q- �r �t� 1 - ' 1 / p rmowN SHIP f ., ll OF X41-41A! R cif644s 1:401� \ = .1 -7; ` jtii:21:ARICINC SPACES 41411144111111:114411114111111111457 . ''''', -4410088:61 ow.EMMA ME ...... <-"••••""•••... 'illi.A1,4, ,,,,f, *Pm UNE I I I Fun § 11—yypui 1 ,1500, I —lt I� >' ' r r,:T! ,r 1 fila gP b4 rt Ar At I 1..m--7 SECTEDM E!-a ® ly�a'1" 10: j4G _ _ _ _ F� - N.T.S. 'V 500 k ` �_ —mem tic per° rrxligtl '—_` AMSC-BLACK 81 McDONALD JOINT VENTURE NMI=POP COIiAA DID) 7-VMS a��AlII AAI7 n mecca MI/MA - . .."-.19 4. Ado m0 d' 'k £ 'x AE/11�LI *IMF Oat ERMA id Dm RMI ' AL Ill,K 1 �•--�r1 3�`i., Mad, r.tm. - OL MEL RAMIE FOR IMO m CAR POLIECT WR OEPIIRNOIR 1155. MOSS F ts WIVE RITE O AI1m AL PA IRE i • .- RL EEO ME MtII•a Nei IED AL PA SE t��f 1HKn AREA ERIE SHORES WINDFARIC Pm(Canada 96010,61C1 —" 0I91MI PIMP MOM SR FERE MIMI AL PR SL • - LE to M /MD — 1r MOM IB-71Q ERE M OA£ IEEECIERIOMR>�M iaOCR011R RINE III/s• I�AI m.am km RIIr_Fir _ AL RR IL -• SE II=No MON/CM _ PROJECT 10. z ACINiIY 140. ROOK WE 'dliECf GAR DNC.M0. Why ARL PA IL SE ISIS No lair POUF 1� ERIE SHORES WIND FARM l7A RIr COMMIS IM AL ex u /Yyas sr REQ lo<sc Km 0I1oIL 9fA7A+/SFAL II/0101 IR REM/RIM ' AL PA RL OE Isom FOR s¢MI RAM I u7a1N ullmcls ' Duane Ism IAL RPM mix luln,l7 1aRIa Ilwwc HI ERll•rlarlFur SCAM re PORT BURWELL SUBSTATION I AL rx AL �. �, sum RIR ROAD amI tff IAARlm HI eI►IwR:1711E IMPCRPf a NM AIfOICAI umlm 0m71110 N0. —Rfll SEW '�'' MERE 0R DR AFP EP AFP APP G��I APP ram PORR6F1iEfIL1s tirarmirediarromillarImicarms mulRm' 1000 Y •: SITE PLAN LAYOUT A1--148662-00-120-0202 5 1111111,11 I i I I IF 1 I I FFu JFFT 1-1M- 1 I I I 1 1 rid o.en I S ] 0 W IS 2o w 40 00 0G 1.1 m W 100 �l1(N) . I F j �" �a,. t I 00 0 �r� F ! _ _ 7 I kEYP1AN OF T1Y(WNE IOCAIlON • .;-, !J SEE 0965/0-11052-00-120-001/2/3 — f EEi Sr:r, r ETSpHS AR1rlursrrx ANO ALL — E / IS!�N1685.r / J r '. 1 H91W AND 3MTEw�LS`-.`` I - �+ f1 tnt cslL Aaa.1 a Ans� ' / f 4 MIIIIYY OIMpIaE55' - � � f r r / `7 STRENAT 18 FLYS IM ACCUROWEE f ./ / / f W11H CSA A27.1,A23a#xTi!5PEC91ra71O11, ~�- ` r r ,fr r• _ _/I MUMS NOTED°ITEMISE SNOW CONCRETE Mbf _ r` ' 1 1 vin_ ITESON KR 1PPRQdy, �```i!/T �_� fn_ I , %/f ' s.fE9FORLFL4n Simi.6E NEW OEfpaE17 site. E _ '_^`I 'I- LL}} _$! Jr I { I MIS,NM A YEW STIES OF 400 NM ANID '� _ 7 r rY r /1/ 'j / f CONFORM 10[5A SfMGAIm C30.18 GWGE 400. I1'YJr FC t ��ty _ S.E)IPO�D CORNERS AND EKES SHALL M.RE FC-3 1 PO 1 .3r. i8 9Oend1Ono1L G111FEit5 Win NOM OTHERWISE. 1�_` t FC 1 ,I 'h ��`'I r _ 0.EEM,PUCNO Nero SFu ms OF Ferre tomiT ."_ ^ , ti 3, "1.�-3 T FC/St I! i '1/• .iir, .: SHALL CGIF4a TO CSL AZ7A MC LATEST N'A ....- "_ _ ,4,,,._3/1" - `�\ ' F�^fi _1 J 7.PRFPNiE AW 9A0W IaOM PLACING OR�9IYIIG4 TO rc- 2 i r ERMEER FOR REVIEW BERM mNSTRIMER. 'Il _ •�-a r I f 6.=ARCM TO PROVIDE NL ANCNOR EOM.NUTS 1`� , FCS -../..... 1 NA SIPSHE T£MUMS N0M0 OTNERA6E '1 iiii .�.rF'G�l2 r B.WNW CONCRETE Colts TO 440440Mi10 MRS �� `_y rFC Lid Y ' I I SIYLL BE AS MUMS MOS WED OTTER J-(/ I OR 00111E D40410T: / -CAST 010 ORM-75mm '� I `�- 1 F0—I 1 -OIPOSID TO WEEPER-30wn ~`. -` r�5 '�'cffi,F-SCf} T 0 m.1NiERS10P 99LL1 BE 1sG111F SF OR TYPE 779 rK [ IONUFJCTUED Of OREERSRIE4f APPROVm `! , i1 T71LEw2Flt. -'-'-'..1-'4111.STONE FRL SWILL BE WASHED,CRUSHED SIM 1_ / !!F-4 m 19nm TO new SIZE 90M 1RID MOUSE Cr 346. ! - _ I_ r 1 ` FOR TiOSE WALL FOUNDATIONS '-` r rir' _ I.fR Wr((SWTORRN1(PONF7 SE1C 91E KM OWN - SEE DURISOI. DRAWINGS - 1 'ttrq `� u-Na6fi2-00-1m-o2ce. !r OSRC98 SHEETS I TO 3 / 2-FOR FO NpYION OEFML5 SEE ORMITIM • W !! ti�`--"•�v._.•..� ll 'nr 404. 11 I:6 AI-118562-00-120-0905.0206,0207 4 9204 / �^/ / ® rT Z. Ela IUNO OEM euu w GRAAfEAE • C t� _ ( I ' ') : «� 4 FOR DNLPMGGDO01 RLY.1.ORMER MIMS SEE OFrPIIOTEC rr rr + t _• Si • r�1J/`1 f — r -_ r1 S _ ry __-_ r 1 f ♦'1 Si B — t E r1 i 7 r 1 r ��,_ `_ 111 'f �� �� ! - - ` f r r' j AMSC-BLACK&McDONALD - • r l JOINT VENTURE yM. IN_ AMMO FOR fANSFtl eI10N -.�` _ 'a'. MCP 'yl IAnvr say rtni ( 1 A _ it- fdFyJ. µ t. --` `— fel WM FROJECT Tot DERMETO Apr. PROEM NO4 iX1 cwn'.b WI ai a.A y Oen rra Ran 106E 1.11 sem MIL.�il 11111.1111.=.1.1111Ei',,,, .� PIRI6T PIM LIMISHORES PARTNERSHIP r�.1a°"hm11��.11n _. T - ... - T �1I� 91.'.1 PROELS No. =Mir In MIME CODE SUBJECT GMT MG.10. a 1 ". .. t•L R:'J• .. 000 IL 9Zml Ep10m0Y K4Y fICff S e ` .,.-,-1-.,..,, H..:.' IN Ix1®1eT0 Tp0sA1bL 9l0}1�1 Ramo 1051 woo 1 055(4/SFO. TM662 ERIE SHORES WIND FARM t PErn 1 0110.1.I,9ooBl '""'`0.115 ® °'�"P'1""°"G�OO''100 '1°"'E'A'^+�'+100 TM IS PORT BURWELL SUBSTATION rA M= +s W,,,= •;-r�a'Ja, EL'3E'�MEERPIMO OW 0[ RT+E w"e MAIM 16 PT THE T uv OR OF C MRCS.111imf FOUNDATION PLANIMMIO MI ity,a,a :1 0 KG NOVITEROE9 rami THE POI mml or Una IMRE.unlet _ 1306 NE w/o9/ AlAi—146562—DO-120-0204 9 8 t 5 4 3 2 -I`"°wT<DWa`cr'�00YE T-11ass2-DD1129-7204.04 T 1410*,I r1 0 ,mm I IE I I 5 I I I I I I I I I 1 f f I'"""'9 I I I I I I E R 10 mans 0+w 10 20 30 40 110 EE 70 fiD 90 100 iI 1 � I �•1.r1i, N 914 Pait11Vi►h1 `liy__ _ 914 914 914 Ate".' fi,9 1Lv* 4i1 fij 457 4sr 457 457 „I�'( i �,L�1� a 4s7 asr 457 457 _ A 75 CLEAR 75 CLEAR: ^ 1 F ow) 4 PIER wER 75 CLEAR PER 75CLEARg PER .NS� LAPS TO BE STAGGERED mr) TAPS TO BE STAGGERED ow) ow) ,st ,;1„ '! F ALTERNATTYELY AT 190' ��� UPS IA BE STAGGERED TAPS TO 9E STAGGERED gots/Amur AT 160' A_TFRNATRFIY AT ISO' ALTERNATIVELY AT 190• •`� �J'�•E 0141 4 1_111 _■r I I -,,t• LJ III . L^_I *_�; + APART Q L� I' I+ APART 1 , 1 LEt(Sof 144851E M20-x ■1 II/' f s •ti I + 11 q 4 I + O I BEE ins M-148851-0a-lar,-�D1nn Vr,-. � 100 o w6 nEs ti�:-3 190 m wo 11(5I I ---4f 109 a Soo TIES 1•`� .J 9 TOY O 300 TES , 1-ANIILL BOLTS.NUTS,WASHERS AMF PLATES1T� a-2� �•��� 9-zsu /� a-zsu �� 8-259 A/BOLTS I I EOUAJ_Y SPACED AMOLTS I EQUALLY SPACED A/BOLTS I I EOLWLY SPACED A/BOLTS I I EQUALLY SPICED SHALL BE GALVANIZED AND CONFORM m ASTM 4307 �Sg!-501 =5011541 17s' '• 2.NO CONSTRucndr DINTS ARE PERMITTED El THE I175a 254 254 I 04900044 CONSIRUCNDN. CONREIE FOR UCH PLAN PLAN PLAN PLAN CAISSON SWLL BE PLACED INA SINGLE POUR 120 1:20 1:20 120 a THERE CAISSON FDUNOw1I0N LENGTH HAS 10 BE INCREASED DUE ID SITE CRAM THE CONTRACTOR BOLTS �.OR BOLTS SHALL 1PW0 THE REINFORCING STEEL CAGE SO THAT /-32/II9 B 4 SZAA914 - BOLTS 0CLTS THE ODRA LENGTH REQUIRED IN THE FORM OF E BOLT PIER 150mm PROJECTION BOLT PROJECTION PIER 150mm PROJECTION BOLT a PER 1BGmm 4-3241,3144-3201220 BOLT PRWECNOH P PIER 15dnm 1� SOLIDCONCRETE1109. AT THE BOTTOM OF THE {TMP-) L , m CIIAYFER (TIP.) I 28nm CHAMFER (11'P.) I Omm CHAMFER (TYp-) ! I 20mm CHAMFER 4,REFER TO CIRMAK pUWINCS 0520002 MEET o ,, m 10C ELI9S300 � .,, TOC EL195300 o ' TOC EL195300 —T g .I 1 TOE EL195300 u�AND MEET 2 OF 2 FOR BASE PLATES §1iiiI -- ii�� IUUI1II11 TINISI�GRADE ■ice■�11 EwsHm c,:ADE A a ■H=MI, A- 8 j I :I� > rTHISA1m 1RrADE;r I •�' t -'�' i'� SY :r:'.. - y. = mi. NSITY AT OR .Ti n W f _ )�. 00°^: RE e - 8 DC h� EN 1111 n Fi 1 I SECTION d g 1111 1:20 v CAISSON FOUNDATION C TYPE FC-1 C 8 EE9U1RED SECTION Ark SECTION i SECTION • i 1120 v 120171:20 o, CAISSON FOUNDATION CAISSON FOUNDATION CAISSON FOUNDATION • TYPE "FC-2" TYPE "FC-3" TYPE "FC-4" Ammo 6 REOUIREO 240108613 B E AMEC-BLACK&McDONALD JOINT VENTURE APPROYEO FOR CIINSTRUCA09 , >. Aeritur' PAS ... _ , :Ip 1. WENT INtoIECf MGR LEPM 1F]1T MGR. PROJECT MCS. Rn..0.41 4.2- .. - T"".1.1.611Z Oat I at V AY/ _ - - _ _ P.1115'24 PROJECT PEASE " WO BRIE SHORES 001 DF6R11 PTM.nomas mi1m _ _ LIMITED PARTNERSHIP PROJECT fro. AC1TAIY NR PONCE cat SUBJECT-- 01EI0 DAD.60. 5. 231010 aNsTora ,L - 0 MIAS ilk DEO Am 031911110011 2 101-4514 POm BMOC 51820/04 180(10 Ii WINS SHOT s OTAAp/sEIL 146662 FRE SHORES WIND FARM . .. s 14AH/0 m1ol.FOR Em471iRAIP A( 5.11 ff I 1;/5490 SE =ID 1EIIPA=MIT 1 170-0104 P0EMal 9.1010!804VE01TVA fassaEnar4190012100 SCALE 97 0M/7 PORT BURWELL SUBSTATION ZOOMS 1n REM. A 03/48/0 mum RN SPIV Gem 4t RI SF A 1 z ,004E FOR 00E10 OER REF NUMBER TRIS 11114 01140016 6 nE PROMO R ROM MEWS UMW i AND IS A1w 10 TE MED 6R 11EPI ucm OM ANY EAT AS SHORN GPH 09 E2 FOUNDATION DETAILS SHEET 1 OF 2 A1-148662-00-120-0205 0 I1E1 RESIsgM DR_CHK Err APP Am PAP MS D APP ISSUED FOR REFERENCES uDmINT TRE PEw6s0x CV NILL WRVS Im11ED. mal. AE 09 12 05 I1 7 t 64 3 2 9 8 I I I -ADud\CI -1411662-00-1120-0205AMq [rni--i 1 4 1 1 1 1 i 1 i I I I I -1l TI I I i 1 I P"'•"'1 I I I I I I I I I •a11u 0 mum 5 3 1 5 6 f 6 II 10 00v1R 0 w 10 20 30 W 50 00 70 40 00 140 3000 /r.":4-;11-:. � ''•-,..4, � {�41 1 PER .r/.�•�( • 1 n �`I , . :' 75 CLEM It' .... i+77 { r .. _ c ( PlER x 5TETO 1BE1 � Lf17 Iv' . F I ( Ltall I �4Ry )J l �s'''�a 0" F ., ` rr, 100 9 Bao n6, 1 .. - R it 4/80175 0-204 B _ 90 immix lJ1 50405 164AAX OF NROaF 10C.NON PLAN 1 5FE OR65 AI-144602 65-120-0704/2/8 • 140 1 ?a-29,t VERTICAL SOUS •1 +ATE$ .-,9moeGD • •BOLT PM t 51"5 I. 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ERS SNORES WIND EARN; a P 1565E 1000 F011111.110 MAW AK FE 5E 0 14/0/14 60. MD aA MAN P8241 I I10-101 Pm Mal 400N011 MOWN 11M sm^Rtvar IROIMVIOL MU OF 106 r PORT BURWELL SUBSTATION O MIG RD. Rev. 0 .. -W%m01Im P"o R40 er 54 7E 65 PPm to mPP 01.01 PE 148408 1191 1m D a THE rlvmt or wa MEWS IAMB 1414 PR 04/42!05 FOUNDATION DETAILS SHEET 2 OF 2 M Amu 111 A)VC LPYm t0 0 1MEWS 01F8D"/PI 1010 51100 ROff kx/4 RLv5OR m elm at1R f1P A1P APP 155 Ip/4I AFV 45S11m COR WIMP= �j1.0•3047x0 POMPOM0,ME ME 540/15. 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VP 1:50 v 5.045 OMC f✓fPIALES A1-148662-00-141-0090. 1 &Omn COM CT 60AIRRAR YE '•ti.I`/��`� nI50ID. COMPACTED 10 860 Q E 4�� Pi ST/410.1R0 PROCTOR 0E719tt E„ ISO(A1C PPE I 4- f2 W ISOOm UttERS CC WFH 45 ELBOO. ___ -' FRINIDE SCHEER HP 14350 g 4 INV.11.153.40 _ AT REF LP 143.40 (61 r j •• RIR7E0 7511 0 150 748 EACH WAY R0511ED pow �, 250 5+104 F.250 la n 491.0 r Ili f .-•-rr -} /370-0-//i� /6500 1511 0 250 r, _EL.1.74.70.- I / FEEL 194.70 �- ... — start -'& 12300 EACH FACE \i ✓..J�-/ FEL '�f;111- 1'i '�-'��---�}/1� ' 1t%E Lq -- g ON I J 1•TI`S ..- f STOP • SLOPE=AN / SLOPE Down ...IMP! „�.IA I --, II PLAN �I SLOPE L. 1P� L?<.. - -LL;r�� 32 aaWu JI 1:400 - TO OE 019tlM0.6Eo/�.10J ._—_...�..�_•::i.:'f� 'i: r ......::"r�'1- --.....-�•. ..- _�......-.... _'. -..-.-...-.,.....S .._,. . .. E1o0100 CULVERT 0459E ISA 0 250`TAB 2511 0 250 HCIRZOFNAL 1500 0 250 161 IW'193.50 D DEN WAY R 11701CIL EACH WAY -.'.' [ SECTION kik 9090 1.b W 6-0511 VE411fx I 11.I f I um nEs•aoo I. 50- 125 000600 121.4.PRZEC1bx ,. FOUR MOOR BELT A56E11BLYI-120-0206 TOE EL 193400 DETAIL Q �M,� - 130 MP MR C0 c 41 N11 ! Soo 1... 5.. I -- 'I° g �_ 8 — 1�7W YF7TICm ���1 4-320514 14* _ ISOrtm .N44 41- ISx 0230 TRO FXH TFAY I -Ijjc 'I!i i (SEE 640.Na AI-140012-0D-1m-0206SECTIOAI E B 10010 v v 1 ISM 0250 TOE&.k7 11534 4 906 OF 1014 TES OETAI 0 — UM 0 AMEC-BLACK&McDONALD JOINT VENTURE IPP071E0 PER W16114010.1 ':1µ '1.' ' 61.......440• t. ( Flea Gn 1 CLIENT PROM NOR 6EWd9A1F11i NOR. PROEtF 1CL Impelled ` � 0014..a.G+r» �•:+ 'VI; __ I r.ROAIIf PRR SYS F1I>Ft ERIE SHORES N71TI7FARlE1 u"n1 gli 4q.I. T METED PARTNERSHIP A- P N]. 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PPP WO AFP 1 I.4 Ivuolca (G,y.5,1E,rm�EMIF MEG REPOS LRNm AS sI1oMN DM ,5 Dyis� R1-148662-00-120-0207RE 1 d 9 I 7 I 6 I 5 I 4 3 1 2 p=�d\mANFW-1.6664-04'20-0207.049 ,..,....tI 15+45 1 4 S L d 1 E 1 1D 11 1111 1 I—I [ I I I [ T I I 1 ¢P.1s o.1170 20 10 w 50 w 70 10 90 110 -- ., r -v-p, v,, 4111)111 jtibill6 A14,0) .,.02 , F ,4;0 F '111 4 )1 _ y- .._. 11400 _i Iw00 011 SEE MS 11-OVUM Cf 144 -603-110-00301/2/4. FOR OIBEDOED CONDUIT—� �{I _ r �r BET4C5 SEE 02MNWO "� I MEI .....________+.1______..----- J,1.14116B2-00-141-0106 '-��� I _ 1.POn MENTION 20-11025 SEE OR4NOJc 1 FI-f4B664�-120-0202 024 FOR FAY l �r .." h41-11dL IMES2-0O SE 20-0204 4-0205 I = El 2014-2000 LA ^"1 I NG TOP O4 BOTTOM Ai COMER E 7: L ,�. '''.1E !_ I i —J a 1 `-__-� I..— . _I SWITCHGEAR FOUNDATION .PAPACITOR BANK FOUNDATION D PLAN PLAN 30 170 1203 BORES(SEE Plate) C 2014 O 250 TOP C M ION 1 my .N PTJ4a ' 1 EC SNB 154,8 EL 194.00 nPPROS MOW MiM g 100144 417501ONII 3-40 Pi 300214 E0 41l2W I TO BE POLTSTMAXIM MCA F104PA 100%OIEO 4F 2 U1E40 R1 M11Nat1oN ON WIVE 1008 SWIWWD PROCTOR MAR DE1191fT SECTION O 100 B E MEC-BLACK&MoDONALD _JOINT VENTURE A _ 4PPR0I0 FOR 001001151=11011QE1f PROJECT IOC CEPM1B1TiePROJECT IIGR. t � _ ' a T . t 57 cf. a1rdl i..au P.1 i Poa CT MAE Mia ERIE SHORES WINDFARK N MAW 42`- 1 MVO 1 M NM R4R11R 1= )( t y - e �..,IINOINO 6wr eolnea.RIS ,7 �4I PUCC Na 1 ACME OA. PwruE 000E II.A [MITES PARTNERSHIP Cir OW.w. WO MEDJet $ CO 4 1 14660$ • *�1Wm814�NMm6Almp4 41C RI. or. I �y ([ ���1,.� sMMP� ERIE SHORES WIND FARM g B 1py11 Tom 04 waw 1wr w e x B 11/1424 14 14140111411051411 PROREN50'MF01Mm1E SORE BY h PORT BURWELL SUBSTATION 41141140. AEP A 1i91816 ERA RN 91111Y10212IOML IOIb( 12 111 x A sr. mum m4 rum RIDMI4sx MF-0W REF MAW, 111E =N DOOM S DE Mem.RF AR=AM1ra1=lm NE4 R0011p1 m 1]1 APP 1110 APP ANP 1s DAN 1PP 1450 FOR 0054 05 WAN0wor 345i4W 1 SP 007101000 9.1.1 11 .� AS 4101141 per. rar tPH %�SWITCHGEAR k 04PACR'DR RANK FOLAdp411(]N Ai-748662-OD-120-0269 2 9 8 7 1 6 I 5 I 4 I 3 I 2 p o Cll'° -01:120-0205199 02Q 1 1 0 N.. i I I I e I I I• Ion T 7TT 1 I F""'"9 1 I 1 I i i I L I ArA04 a w fa 20 20 49 SO 60 70 110 SO 100 g,ig. . _c,1„ .4:4r ET) 11 ..:1NR.444 Plikitt I II , I 1500 -- -r..�/.- F � ' '1149i.0 ♦T•. , INLET PRE . REMAIN OF 1URBNE LOCATION SEE OMS AI-146662-00-120-0001/2/2 Mai f—\ 1.FOR 00001045 a 110105 SEE 0210040 — AI-140652-00-120-0202 1 2.COIL MORIS CONTRACT ROPE OF 50RK INCWOE NAITHOE ONLY.PUMPING 0Y5101 ANO CONOt4L A_ . .V -/-t US.PRECAST.05.0.CONCRETEA 701-1GE NGLs wONHC42r A5 PER O.Ps.O.tilos 701-01.7C1.03 - jr, ACCCNDINCE k fK PUP MSUTION CARTED OJT AT SITE 61 EIRKR11P 511PpJHi REaIIIPENENL 4 SUBMERSIBLE SUNP PUP E NOON ME 4r J — PLAN 120 (COVER ON SHOWN) D C. MANHOLE 1 T.0.WOWS cOVER T.O.FIN.4700E To.ON HOLE OMR to.PBI.GRADE EL 114•60 EL 194.40 APPROX. EL 194.60 a.194.40 APPROX. ra' CULVERT/CATCH BASIN 1%EIM.SLOPE t 1 SIYROFO16i HI--40 r. POLYSTYRE e 50nm ROCJO IN I {� I NI SUBMERSIBLE r7;1:.; '' I .7T,Now. 561YP PUMP •. '3 1(R/OIH� ! '' '� 50mm•PVC PIPE�- I FL 19J.00 WV•�_ _I I I A RlWOS o IT� I- . 1. BOLTON OF k*01 LE• r r�% r! EL 192.00 J E �� 1 iimmilmi. B . MBE . ! ± E I . 1200 SECTION 411l, SECTION d 1,2p v I20 v — MEC-BLACK&McDONALD JOINT VENTURE I i - AA0ROAE0 FOR omI51RUCInn r -.. i ltpTe YN N Pam La .1...,......z...r... 4„ .2, A _ 1�.._ . ,� 4r WENT PR6[tt Nat GEFARNNENT NOR. PROAECN i , r.Im a PaaEST"SE Ma ERIE SHORES 11INDFARIi � �r LIMITED PARTNERSHIP n - - �.:�rp PROJECT NO. Acmm Na FAcwACE coot SUBJEcr OJENT ING.In E 0040/REAL 141682 ERIE SHORES WIND FARM a -in an"roti won RE mono' 5 . .•L . R1u RR w4mrera PR0PRETIRY A•ORIRIEA: w¢E IN VOA PORT BURWELL SUBSTATION DRAMS No. REV. A 1. moo RN WAP.POM[ HS PN II A �BA9 - 4GR0 FOA lYlI1W FpYI FEF NUMBER TIRE MS SPAM a 16 THE PROMS EP AVEC mous Lamm REV 0 1Evrslox ON 01110 APF Ara APP on. a APP lswm Fat 0000105095 *1003111140P0T0vs OF£1150 wino-. AS SHOWN ON4 PH Net FCR FCR 1 SUMP PLAN & SECTIONS BE Al-148662-00-120-0209 9 I8 I 7 I 6 I 5 r 4 3 I 2 :\ea11\CO\NF\A'-148662-.0o-120-02013.fiq 4....1.••••••• r ti..... - N 3.03.0 , Terminal post 060.�mm post a i Barbed top edge1 Post 6$,9mm post Post H42.9mm OD top rail fasteners 500mm OCA p [I _.,._._.,._� ..,. .......... 114.3rnm post Concrete Ground line II l •������i� Wli�a�a�,..441,41+# lro. W4,. +ie Stretcher---.... .� .., •+.•4r'„- ••••"•• r 1i1�.,1 . ...,.•►,. Fence fabric .,,..►.. f :rbat bands �,��. BCoce roll +.*���►� ,++l„►+���, rOverburden .••', 42.9mrn OD +'4 Line postLine post c_ Rack fine 40Drnm OC pia+a, ►,'.O ,. ,u• Concrete I +n d N °�E fr � •'•• tea! .•..4", •••.stretcher bar 4.•i.v.;p. 4:NVQ• Ilb 00I If drilled use Fasteners at 1 Ilf: 5xi9rnrn ruin NW .,� •..•... lir400mm OC non shrink ��• --i-,Ar- ......,r 50L� _ cement grout f lit% Drop forged Knuckled +ei,. Var ru:As: turnbuckle a. bottom edge t• 111:----::2:.t.: 0D+25mm- If excavated u mmaii a 250 or blasted- r ,, See detail A .I x 40 to 75mm Ground line �. 350 concrete See footing �I 1 bott m wirei1I clearance II {x B: IN SHALE,LOOSE or FRIABLE details I I bottom 11II U fastened U U A: IN EARTH ROCK or SOLID ROCK WITH 500mm OC MORE THAN 450mm CHAIN LINK FENCE WITH TOP RAIL OVERBURDEN 1 rum flat surface for drilling (Ilk Post Post To of wall el p r-Ground line � --i- -� �s t �. ' Sleeve Rock 450mm LINE POST CAP, 62rnm ID Line post cap ,n line max Overburden DETAIL see detail .-,, Non shrink = 3.0 3.0 ,rin .it ;: cement grout 380 1 Non shrink Terminal post '! Barbed top edge 5.0mm dia topwire l 5 cement grout u .,•, 0.51 num thick ; I •Turnbuckle + fasteners 500mm OC '4'e . steel plate cap O +25mm -•-ti: •• •••,•••••••• ,,,••• +• 'r-' welded to sleeve •-� I�- IJ Stretchers ��� ••••V i.;4 i`4 Fence fabric •••••i•.i• �•:•: bar bands i�#;�;, • Brace rail •,�„�,, Nov C: ON RETAINING WALL 0: IN SOLID ROCK 400mrn OC a Al•Yx' 42.9mm OD N'; Line post ,'-e--•- Line post o eel •+,+�, ••: OVERBURDEN LESS THAN 450mm °� i�I stretcher bar `••••'.;• ••`*••• :.':«►:• :•�❖:• Fasteners at FOOTING DETAILS ABC and 0 5xl9mm min •.•:0: .:41:+.:;:•:. i r ���� �;; ••••••. 400mm OC Rj ;•, Drop forged Knuckled •,� '.• POST DETAILS HIMt:•• turnbuckle ♦_ II i bottom edge *..•�:: w -- _ _-. _ w IIIMPOSINIMIO12billaw. w� Crown poet cap ' 2.3mm Barbed wire , i 1 points 150mm apart Barbed wire arm III Barbed �� � _... wire band IMPIIIIIIIIMMOIMMIU --MR 1110111111101 .. 117 • �v� ~�•1�I��,i�74 4 4~�~4_`46/4".74, R �`�7�v47 .•�T0.I�'�v�T�7-7 �. 1W W �NIV 1:1t41174674674/7110740740741117 _ —r#"#;#'•♦;•;•;•;•v;•;•##;!♦#;#;#;4•;# 011.#♦iv#!♦v'i ii`!!~#Nov.lir #♦..#~#7+7+!�4+rive,+►�.i•,r # ## 1#i## ##ii#ii#hili"#♦## ♦ii +# lft##i� � .r ##• if'il##++ii#ii♦i#li+ ♦•1F4* A +•+• ilil+llii#tll+44F####!i ►#+ 4•i*t♦i••••ail.V.400,•#�'#•••+•♦,..+♦:•i•"414• ♦o+..•••1I•• • ••••+•* •• •• i•♦�•t•••414 i♦�.�.♦ . •• Gate or l+#++!#++++4##+i+++#+ #*# ♦ ##♦ + #♦i#ice+# #i ♦#liil� �)il##+ +i end post Note 1 . ' it /1' . 11:11 e 0 -L� 1."-141167411,7476:7‘7&W. ' MP w vee 0 ## #•#i# iii • * - CORNER AND STRAINING POST LINE POST WITH WITH BARBED WIRE ARM BARBED WIRE ARM NOTES: ' .1 Gate and end posts shall be lengthened , . . when barbed wire is specified, except when .barbed wire arms are used. A All dimensions are in millimetres unless otherwise shaven. ONTARIO PROVINCIAL. STANDARD DRAWING Date 1988 05 11 Rev 2 . 1 INSTALLATION OF Date BARBED MITRE - -EOR CHAIN- �.INKK FENCES OPSP 900.02 6.0 and 9.0m opening 'n Gate post Gate post 0 Frame member . Top rail or a , ide top wire j o *j�r1I' * �^—.Note 1Mote 1Internal braces31.8mm . RI I' ,I I Hinge bolt • ••4 + f• ••• • � ii••••♦• ■r , l` y ' - Ground line I 40 to 75mm Drop bolt I I j clearance I F+—Note 2 I I Typ Steel gate centre rest I U U DOUBLE SWING GATE OPENING II STEEL GATE \''‘,...., 0 CENTRE REST 3.0 and 4.5m opening * Gate post Gate post a Frame member Top rail or top wire smiuww. u. INF .„, ♦�•�,%• •r ii +�♦�f�•*1�.♦ice IV•*• fir:± �, ♦�+�♦ 4 `�``:++� o ', I. — o co I II I Hinge bolt yr • s • Ground line I I 1 I , I I II U Li SINGLE SWING GATE OPENING - GATE AND GATE POST DETAILS NOTES: Ga�en�pe mer Post Dia Post length 1 Gate leaves greater than 3.6m in width Max opening m Min OD m Min OD m standard m are supplied with diagonal braces. Single swing 3.0 2 For footing details refer to OPSD-900.01 . Double swing 6.0 42.9 88.9 .s A All dimensions are in millimetres or Single swing 4.5 metres unless otherwise shown. 48.3 114.3 2.9 Double swing 9.0 ONTARIO PROVINCIAL STANDARD DRAWING . Date ( 1988 05 11 I Rev I • Date CHAIN LININ FENCE - - - - - GATES OPSD -900.03 , M 141°1' II $ FLANK ROAD 11 i hi /1 . \II 1 i / I 3600 otro / 1 111 L------nr . . / / 11 ...1 1! g s'''-`-""kl' ill K�LZ�`_ al 4 .•Fill ,s„., g4 iii 14 11 Al 1 ilm IS 'IF / :s ,,,,,- / lWeP\. : m Mit 14 1 . , ,, ,01 N ll IS p ill No 1 ;P ~ _ _ p- § i' iel / 4Ni- , �"�n ~- il .T.I / / _ _ / 4, 0 Ai; cr / 4It i I 49 / if / • / I l /iirr) --- 4.40 ill / I I 11110 r R / f 1 !1,14� Q9E1 ...._-., i t,k,.,Ay 1,141.01,... ..... ./. / if riii, ' l - it \ ®. 41 1 .. 1 li / / . / i '- \ lit _ 4; I P / / / 1., . : izt -----11 ' „ i , , ,. A a f 1 1 I 1 --- --- --- ill w laiiiiiiws .- xirn1 xi m hp, Q 2 m ill hi 1 Or 41.1R. 3I— g2 0 ! ig , op; —I X ailigefisA $ b CJ Co 114.4 14a k A c?,, o RP P1 1 il '•.f fC[ —E -‹ Ai 31 , ,- W JPir-il.i