Topic:"Distribution Planning" in M03413

: Nova Scotia Property Identification Number ("PID2) Digby County, Nova Scotia. Document Name Date Parties -"- " '-i Minutes of~eeting of Digby Co-Operative Pasture Limited re proposaLfor Transmission Line Options AlJgust 24, 2009 Digby" ....

AI summary The document is a meeting minute from August 24, 2009, involving Digby Co-Operative Pasture Limited and SkyPower Corp., discussing a proposal for transmission line options in Digby County, Nova Scotia.

C. Non-Land Assets Acquired through Scotian Windfields Inc. and Scotian Windfields Parnters Corp. Asset/Document Parties Date Final Final Report System Impact Report System Impact Study Study IR141 IR141 Nova Nova Scotia Power Scotia Power...

AI summary This section lists various documents and permits related to the acquisition of non-land assets by Scotian Windfields Inc. and Scotian Windfields Partners Corp., including system impact studies, facility study reports, interconnection agreements, and building permits issued by the Municipality and Town of Digby.

. - Nova Scotia Property Identification Number ("PID") Digby County, Nova Scotia. Document Name Date Parties 30146278 Option Agreement for Transmission Line Easement 08/06/09 William A Oickle Judy Pearson SkyPower Corp. 30145957 Option Agr...

AI summary The text presents a list of Option Agreements for Transmission Line Easements in Digby County, Nova Scotia, involving various parties and SkyPower Corp. Each entry includes a PID, document name, date, and parties involved.

Archaeological Study (Transmission: ~ine) Interim Report 3240384 Nova Scotia Limited : CRM Group 'April 6, 2010

AI summary The document references an archaeological study conducted by CRM Group for 3240384 Nova Scotia Limited, with an interim report dated April 6, 2010.

- = ; • Resistivity Data August 6, 2009 Strum Environmental SkyPower Corp.

AI summary The text provides a resistivity data entry from August 6, 2009, associated with Strum Environmental and SkyPower Corp.

APPENDIX A TO GIA: INTERCONNECTION FACILITIES, NETWORK UPGRADES AND DISTRIBUTION UPGRADES APPENDIX B TO GIA: MILESTONES APPENDIX C TO GIA: INTERCONNECTION DETAILS APPENDIX D TO GIA: SECURITY ARRANGEMENTS DETAILS APPENDIX E TO GIA: INITIAL...

AI summary This document outlines various appendices related to interconnection facilities, network upgrades, distribution upgrades, milestones, interconnection details, security arrangements, synchronization dates, delivery addresses, interconnection requirements for a wind generating plant, and regulatory approvals.

Date: 2009-07-31 Rev. no.: Q Infra-Structure Report Transmission Engineering prepared by: Tim Leop_old P.EnJJ. Customer Operations checked by: Department 1 approved by: Division approved by: -1 ₩ HOVA SCOTIA POWER An Emera Company

AI summary The document is a transmission engineering report prepared by Tim Leop_old P.EnJJ. and checked by Customer Operations. It is part of a report from Nova Scotia Power, an Emera Company, and includes infrastructure details related to high voltage systems and electrical configurations.

The AC station service panel in the 77V Conway substation will be upgraded to accommodate the new equipment being added to the substation. Transmission Engineering prepared by: Tim Leopold, P.Eng. Customer Operations checked by: Department...

AI summary The AC station service panel in the 77V Conway substation is being upgraded to accommodate new equipment. The document includes a table with engineering and operations personnel involved in the project and identifies the company responsible for the work.

Department approved by: raciii Date: 2009-07-31 Rev. no.: 0 relays which are no longer suitable due to be supplied to the 13V Gulch bus by the l V Gulch utilizes non-directional over current of the range of net generation in-feed expected...

AI summary The document discusses technical aspects of transmission engineering, including relay replacements and line protection at the 13V Gulch bus, related to the Digby wind powered generating facility. It also includes a placeholder for customer operations and a deleted item.

Date: 2009-07-31 Rev. no.: Q Infra-Structure Report System Description The standard right of way for a 69 kV to Scotia Power standard drawing 285Z-2 transmission route is determined to be r ransmission line is 20 meters as defined by Nova...

AI summary The document outlines the standard right of way for a 69 kV transmission line, specifying a 20-meter separation as defined by Nova Scotia Power. It also notes that under certain conditions, a 15-meter separation may be accepted, with a maximum span length of 80 meters.

HOVA SCOTIA W.O.no. Page 29 of 51 POWER As Energy Company Project: Digby G Page 33 of √1 Facilit ies Study Structure Report Date: 2009-07-3 81 Rev. no.: 0 System scription V. , ļ APPENDIX D • System Changes Dec minad at 1 2V/ Culch System...

AI summary The text appears to be a page from a document related to a power study and system changes, specifically mentioning the Digby G project and Tusket Substations. The document includes dates, page numbers, and some technical terms related to power infrastructure.

Date: 2009-07-31 Rev. no.: 0 System em Description ŀ Provide location plan and simplified one-line diagram of the plant and station facilities. For staged

AI summary The document requests the submission of a location plan and simplified one-line diagram of the plant and station facilities, specifically for staged implementations.

9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert 9 Convert...

AI summary The document text contains a repeated phrase '9 Convert 9 Convert' followed by a table row with 'Granular Material' and a quantity of 50000. The content appears to be related to a bid comparison process and may involve material handling or logistics.

The following 23 contingencies are conducted for stability: Element Faulted Fault Type Location L-5025 3-Phase 11V-Paradise L-5026 3-Phase 13V-Gulch L-5026 3-Phase 11V-Paradise L-5026 L-G 11V-Paradise L-5026 L-G 13V-Gulch L-5531 3-Phase 13...

AI summary The document outlines 23 contingencies conducted for stability, including various transmission lines and fault types at different locations. It notes that prior to the Independent Renewable Generation Facility (IR141), existing protection at several locations requires faster fault clearing times for the local power system, which NSPI will address in a separate study.

Site Labour Defined Company # of Trades Workers EUS 25 1 Project Manager, 1 Construction Manager, 1 Electrical Engineer, 1 Safety Officer, 1 Project Coordinator, 1 Material Specialist, 1 Electrician Foreman, 2 PLT Foreman, 5 Electricians,...

AI summary The document outlines the distribution of labor across various companies involved in a project, detailing the number of workers and the trades they are engaged in. This information is presented in a table format, with a total of 44 workers listed across multiple companies.

Table E.2 Summary of Impact Management and Proposed Mitigation Measures Environmental Component Project Activity Potential Effects Mitigation Measures Soils and Vegetation Construction & Decommissioning Soil erosion and compaction • Limit...

AI summary The document outlines mitigation measures for environmental impacts related to soil erosion and compaction during construction and decommissioning activities. Measures include limiting access to turbine sites, using established access roads, timing clearing activities to minimize disruption, and implementing erosion and sediment control strategies.

Table E.2 Summary of Impact Management and Proposed Mitigation Measures Environmental Component Project Activity Potential Effects Mitigation Measures Archaeological and Cultural Resources Construction Disturbance • Areas of significance w...

AI summary The text outlines mitigation measures for potential environmental impacts of a construction project, focusing on archaeological and cultural resources and land use. Measures include avoiding areas of significance, using existing roads, and minimizing the project footprint.

Table 2.2 Typical Project Activities Site Preparation and Construction Surveying Activities include staking the boundaries of the construction area, temporary workspace, substation site, aboveground collector lines and transmission lines,...

AI summary The text outlines typical project activities, starting with surveying for site preparation and construction. This includes tasks like staking boundaries, marking underground pipelines, and identifying locations for substations and transmission lines.

4.1.4 Hydrogeology/Groundwater Two major water-bearing bedrock formations are identified in the Study Area: the North Mountain Formation and the Blomidon Formation, both of the Fundy Group. The North Mountain Formation, located in the nort...

AI summary The Study Area features two major groundwater aquifers: the North Mountain Formation and the Blomidon Formation. The North Mountain Formation, composed of basalt, has high permeability in fractured zones, while the Blomidon Formation relies on thin sandstone layers for groundwater flow. Wells in the area are typically drilled into weathered basalt or sandstone, with most serving domestic purposes.

4.2.2 Freshwater Fish The Digby Neck region of Nova Scotia is unique in its fish populations as there is a lack of freshwater connectivity to the remainder of Nova Scotia, thus there is an absence of any purely freshwater species (Nova Sco...

AI summary The Digby Neck region of Nova Scotia lacks freshwater connectivity, resulting in no purely freshwater fish species. Electrofishing at West Haight Brook (site WC-2) identified multiple fish species, while the unnamed tributary at WC-1 lacks sufficient conditions to support fish. Table 4.4 details the species caught and their measurements.

Table 4.4 Fish Catch Results (WC-2) Fish Species Number caught Mean Fork Length (cm) Brook Trout (Salvelinus frontinalis) 4 14.2 Fourspine stickleback (Apeltes quadracus) 1 4.2 Ninespine stickleback (Pungitius pungitius) 10 5.2 American ee...

AI summary Table 4.4 presents fish catch results, including species, numbers caught, and mean fork lengths. Brook trout are highlighted as a popular game fish in Atlantic Canada, with specific habitat and life cycle details provided, including their presence in Nova Scotia and anadromous behavior.

4.3.1 Habitats The Project Area is mostly forested but does support other habitats including wetlands, abandoned agricultural land, disturbed habitats and sea cliffs. Table 4.5 lists the habitats present in the Project Area and the areas o...

AI summary The Project Area is primarily forested but includes wetlands, abandoned agricultural land, disturbed habitats, and sea cliffs. The document references tables and figures that detail habitat types and their distribution across the wind farm site and transmission line route.

Table 4.5 Habitat Types found in the Project Area Habitat Type Area (ha) Proportion of Total Habitat Area (%) Softwood Forest 388 33.3 Mixedwood Forest 237 20.3 Hardwood Forest 9.53 0.82 Natural Stand 22.8 1.96 Treated Stand 22.7 1.95 Clea...

AI summary Table 4.5 lists the habitat types found in the project area along with their respective areas and proportions of the total habitat area. The table includes various forest types, clear-cut areas, shrub thickets, agricultural lands, and other habitat types.

Softwood stands are most frequently encountered at lower elevations particularly in areas where soils are imperfectly drained or in areas that have been used for agriculture in the past. Areas that have been previously cleared for agricult...

AI summary The document describes the environmental characteristics of the Project Area, noting the dominance of white spruce and balsam fir in previously cleared agricultural land, the presence of 65 wetlands, and the distribution of agricultural and old field habitats. It also mentions the presence of sea cliffs with potential for rare plant species but no sampling was conducted there.

Table 4.10 Local Industries in Digby County Digby County Industry Total Male Female Total – Experienced Labour Force 15 Years and Over 9,285 4,910 4,380 Agriculture and Other Resource-Based Industries 1,665 1,330 335 Construction 605 560 5...

AI summary Table 4.10 presents data on the local industries in Digby County, including employment statistics by industry, gender, and total workforce. The table includes data from Statistics Canada (2008a) and highlights the distribution of experienced labour force across various sectors such as agriculture, construction, manufacturing, and services.

4.6.6 Acoustic Environment The existing acoustic environment within the Study Area was determined by performing baseline sound pressure level monitoring at three sites. The noise monitoring sites selected represent some of the nearest resi...

AI summary Baseline acoustic monitoring was conducted at three residential sites near the proposed Project site using sound pressure level meters to measure noise levels over 24 hours. The data collected reflects existing noise conditions, including contributions from traffic and natural sources such as wind, birds, and animals.

Table 5.1 Potential Interactions Between the Project and Valued Environmental Components Valued Environmental Components Project Activities Soil Water Quality ment Aquatic Environ Terrestrial Vegetation Wetlands Wildlife Birds & Other Cult...

AI summary Table 5.1 outlines potential interactions between project activities and valued environmental components, including soil, water quality, wildlife, cultural resources, and others. The table details the impact of various construction and operational activities on these components and references specific sections (e.g., 5.1.1, 5.1.2).

Table 5.2 Potential Effects of Surveying and Siting Activities Table 5.2 Potential Effects of Surveying and Siting Activities ance verse Potential Interaction Potential Effect Mitigation Geographic Extent Magnitude Duration/ Frequency Reve...

AI summary Table 5.2 outlines the potential effects of surveying and siting activities on birds, wildlife, and terrestrial vegetation, including mitigation strategies, geographic extent, magnitude, and reversibility of impacts. The table emphasizes temporary and localized effects with reversible outcomes.

Table 5.3 Potential Effects of Land Clearing Activities nce C rse E tential raction Potential Effect Mitigation Geographic Extent Magnitude Duration/ Frequency Reversibility Ecological Context Residual Effect archaeologist. An Archaeologic...

AI summary The document discusses the potential environmental effects of land clearing activities related to a project, noting that the amount of clearing is minimal due to the use of existing infrastructure. Approximately 4.5% of the project area will be affected, with certain habitat types being impacted more significantly.

Table 5.4 Potential Effects of Road Construction/Modification Significance Criteria for Adverse Effect 1 Surface water flow Watercourses will be avoided to the extent possible. Access roads constructed across existing watercourse that requ...

AI summary The table outlines potential environmental effects of road construction and modification, with a focus on surface water flow and fish mortality. Measures are outlined to mitigate impacts, such as avoiding watercourses and obtaining water approvals.

Table 5.5 Potential Effects of Delivery of Equipment Significance Cr Adverse Ef Potential Interaction Potential Effect Mitigation Geographic Extent Magnitude Duration/ Frequency Reversibility Ecological Context Residual Effect

AI summary Table 5.5 outlines the potential effects of delivering equipment, focusing on ecological and geographic impacts. It includes categories such as significance of adverse effects, mitigation strategies, geographic extent, magnitude, duration, reversibility, ecological context, and residual effects.

Table 5.6 Potential Effects of Foundation Construction nce Cr rse Ef Potential Interaction Potential Effect Mitigation Geographic Extent Magnitude Duration/ Frequency Reversibility Ecological Context Residual Effect for the potential impac...

AI summary Table 5.6 outlines the potential effects of foundation construction, including noise and disturbance to archaeological and cultural resources. Mitigation strategies are proposed, and the geographic extent, magnitude, and reversibility of these effects are assessed. The residual effects are expected to be minimal.

5.1.7 Tower and Turbine Assembly and Installation The tower comes in three sections that will be assembled on site. The rotor blade system, consisting of three blades and a hub, will also be assembled on site, attached to the generator and...

AI summary The installation of wind turbine towers and assemblies involves on-site assembly of tower sections and rotor blades, requiring specialized equipment and personnel. The process may have environmental impacts on wildlife, soils, vegetation, and noise levels, as outlined in Table 5.7.

Table 5.8 Potential Effects of the Interconnection from Turbines to Substation 141 JIE J.O FO Otion ı aı bı 1105 11 Cubstation Sig nificaı Adve nce Cr rse Ef riteria fect 1 a for Potential Interaction Potential Effect Mitigation Geographic...

AI summary Table 5.8 outlines the potential effects of the interconnection from turbines to a substation, including noise, land use, and archaeological and cultural resource impacts. Mitigation measures are proposed for each effect, with assessments of geographic extent, magnitude, duration, and residual effects.

Table 5.11 Questions for Consideration as per Environment Canada (2007a) Question Answer How much of each habitat type or function will be lost or altered as a result of this development? The Project footprint will be primarily on recently...

AI summary The project's impact on habitat types is minimal, with less than 4.5% of the Study Area affected. The majority of affected habitats are clear-cut, softwood, and mixedwood forests, with clear-cuts being more frequently impacted due to turbine and road placement.

Table 5.12 Estimated Bat Collision Fatality Rates at United States Wind Farms Wind Resource Area Bat Mortalities per Turbine per Year Correction Reference Klondike, Oregon (16 - 1.5 MW turbines) 1.2 Adjusted for search biases Johnson et al...

AI summary Table 5.12 presents estimated bat collision fatality rates at two U.S. wind farms, Klondike in Oregon and Buffalo Ridge in Minnesota. The data includes bat mortalities per turbine per year, corrections made for search biases, and references to studies by Johnson et al. in 2003.

TABLE C1 Rare and Sensitive Plant Species Potentially Present in the Study Area COSEWIC Rank · ı 1 · , , Season Not given for NS June to October Not given for NS. Possibly late May to July April to July August and September, can be identif...

AI summary Table C1 outlines the potential presence of rare and sensitive plant species in the study area, along with their seasonal characteristics and identification periods. The table provides information on flowering and fruiting seasons for various species, though some details are not provided for Nova Scotia (NS).

Table 2.1 Summary of Sound Issues Associated with Construction and Operation of the Digby Wind Power Project Project Phase Key Issue Relevance to Project Construction Effects of construction sound on local residents Construction sound incl...

AI summary The document outlines sound issues related to the construction and operation of the Digby Wind Power Project. Key concerns include noise from construction activities and wind turbine operations, as well as potential increases in traffic-related noise. These factors may affect local residents.

Table 3.2 Background Sound Levels for Selected Receptors Receptor No. Lowest One Hour Leq (dBA) 4 46 10 27 15 26 Due to the proximity of receptor no. 4 to wetlands the background data was elevated by the chorus of a Northern Spring Peeper...

AI summary Table 3.2 presents background sound levels at three receptors, with receptor no. 4 having a higher level due to proximity to wetlands and the presence of Northern Spring Peepers and songbirds. The baseline sound level for receptor no. 4 is similar to that of receptors 10 and 15.

3.2 Construction Sound Typical construction activities that would create sound are presented in Table 3.3. The actual equipment used on site might differ from those listed below.

AI summary This section outlines typical construction activities that generate sound, as listed in Table 3.3, noting that the equipment used on site may vary from those listed.

Table 3.3 Typical Sound Emission Levels of Construction Equipment Construction Equipment Typical Sound Level at 15 m (dBA) Concrete vibrator 76 Stationary Equipment Air compressor 81 Generator 81 Impact Equipment Jack hammer 88 Pile driver...

AI summary Table 3.3 provides typical sound emission levels in decibels (dBA) for various construction equipment at a distance of 15 meters, sourced from the US Department of Transportation (2006).

3.3 Operations Sound Operational sound associated with the Project was modelled, excluding other existing sound sources. Modelling the sound generated from operations of the 20 wind turbine generators was conducted by first obtaining the m...

AI summary Operational sound from the Project's 20 wind turbine generators was modeled, using manufacturer-provided sound power level data as a function of wind speed, excluding other existing sound sources.

Table 3.4 Manufacturer Sound Power Level Data Wind Speed at 10 m Sound Power Level (db) at Hub Height of 80 m 3 <96 4 <96 5 99.1 6 103 7 <104 Source: GE Energy, 2005

AI summary Table 3.4 presents manufacturer sound power level data for various wind speeds at a hub height of 80 meters, sourced from GE Energy in 2005. The data shows increasing sound power levels with higher wind speeds.

The information provided in Table 3.4 was included in sound modelling. In addition, the coordinates and tower height of the wind turbine generators were also incorporated. These details are given in Table 3.5.

AI summary The text mentions that Table 3.4 and Table 3.5 contain information used in sound modelling, including coordinates, tower height of wind turbine generators.

Table 3.5 Wind Turbine Generator Locations Coordinates Turbine Hub Wind Turbine No. Easting (UTM) Northing (UTM) Height (m) 1 264893 4942205 80 2 265481 4941472 80

AI summary Table 3.5 provides the coordinates and height of two wind turbine generators, highlighting their locations for reference in the regulatory proceeding.

Table 3.6 Modeled Project Operational Sound Levels at a Wind Speed of 3 and 4 m/s December Receptor Location Wind Prodicted Operational Wind Turbing Cound Receptor No. Northing (UTM) Easting (UTM) Speed (m/s) Predicted Operational Sound Le...

AI summary Table 3.6 presents modeled project operational sound levels at wind speeds of 3 and 4 m/s, showing predicted operational sound levels (dBA) and wind turbine sound criteria (dBA) for two receptors located at specific coordinates.

The information provided in Table 3.4 was included in sound modelling. In addition, the coordinates and tower height of the wind turbine generators were also incorporated. These details are given in Table 3.5.

AI summary The text mentions that information from Table 3.4 and details about wind turbine generators, including coordinates and tower height from Table 3.5, were used in sound modelling.

OR OCCUPANCY F 1-10 1st 1st E - EXTERIOR WALL AIR BARRIER ELECTRICIAN SEPTIC SYSTEM ON SITE WATER SUPPLY DUG COMPLETE LOC OWNER OR AUTHOR

AI summary The document contains a table with various columns related to building or occupancy information, including details about exterior walls, air barriers, electricians, septic systems, and water supply. The content appears to be part of a regulatory or compliance form.

WHITE - APPLICATION cipality A Municipality And Town of Digby DATE REC'D DATE REC'D BY 652.50 COPY NENTS A PE Digby, N. P.O. Box 429, Digby, N.S. B0V 1A0 Phone: 245-6776 92 RECEIPT No. 9 BLDG PLANS SPECIFICATIONS NS CONTOUR PLAN Nº 7378 AP...

AI summary The document is a building permit application submitted by Scotian Windfields Partners Corp. located at 250 Yonge Street, Toronto, for a project in Digby, Nova Scotia. The application includes details such as property information, construction specifications, and mandatory inspection requirements.

Feb 19 2009 BUFF - WORKSHEET OWNER OR AUTHORIZED AGENT PINK - ASSESSOR'S YELLOW - PERMIT WHITE - APPLICATION ALL WORF TO NOG-05 WATER SUPPLY DUG DRILLED MUNICIPAL INSTALLER

AI summary The document text contains a worksheet related to a water supply installation, with color-coded sections indicating different roles and stages in the process, including the owner or authorized agent, assessor, permit, and application. It references a specific form, NOG-05, and mentions a municipal installer.

Power Factor Connection (e.g j. wye)

AI summary The document contains a table with technical details related to power factor and connection types, such as 'wye'. The content appears to be a technical specification or engineering document.

SWT-2.3-93 Technical Specifications Rotor Canopy Type •••••••• 3-bladed. horizontal axis Type ~ Totally enclosed posnion Upwind Material Steel Diameter 93 m Swept area 6800 m2 Generator Synchronous rotor speed 6-16 rpm Type Asynchronous Po...

AI summary The document outlines technical specifications for the SWT-2.3-93 wind turbine, detailing components such as the rotor, generator, gearbox, and tower. It includes information on materials, dimensions, performance metrics, and safety features.

- .6 Drawings: Drawing No. Drawing Name C100 COVER SHEET C101 C102 CIVIL SITE PLAN PLAN-PROFILE WEST SITE ACCESS ROAD STA. 0+000 TO STA. 1+600 C103 PLAN-PROFILE WEST SITE ACCESS ROAD STA. 1+600 TO STA. 3+000 C104 PLAN-PROFILE WEST ACCESS R...

AI summary The text lists various drawing numbers and names related to a project, including civil plans, site access roads, turbine site plans, and substation details. It also includes a reference to a form of agreement from SkyPower Corp.

"3.7.1 Before the work of the Contract begins, the Engineer will, once only, provide the data for sufficient reference points to SkyPower Corp. Supplementary Section 00 73 00 Digby Wind Power Project General Conditions Page 3 Contract 0906...

AI summary The text outlines a contractual requirement for the Engineer to provide reference points before work begins on the Digby Wind Power Project, ensuring the Contractor can identify the Works on site with the assistance of a licensed surveyor.

Page 5, delete clause 11.2 and replace with the following: .2 All materials furnished by or to the Contractor shall be delivered and distributed at the Site by the Contractor and shall be loaded and unloaded so as to avoid shock or damage...

AI summary This text outlines requirements for the delivery and handling of materials at a construction site, emphasizing the responsibility of the Contractor to ensure materials are delivered, distributed, and handled without damage. If damage occurs, the Contractor is responsible for repairs.

- .7 The Certificate of Substantial Performance will not be issued until this material has been completely provided. SkyPower Corp. Digby Wind Power Proje Contract 090630.00 ct Supplementary Specifications Page 7 June 2009 27. Commissionin...

AI summary The text outlines specifications for the SkyPower Corp. Digby Wind Power Project, focusing on commissioning procedures, erosion and sedimentation control measures, and the installation of sediment control fences and berms. It includes requirements for submission of plans, materials, and maintenance during construction.

Page 3, delete clause 2.1.1 and replace with the following: .1 Select Backfill: common material from site excavation, free from stumps, trees, roots, sod, organics, rocks, boulders, masonry and any other deleterious materials. Material to...

AI summary The text discusses the replacement of clause 2.1.1 on page 3, specifying requirements for 'Select Backfill' material, including grading and maximum particle size restrictions.

.8 Pipe bedding material: well graded, clear stone, graded as follows: Sieve Size % Passing 25 mm 100 19 mm 90-100 9.5 mm 20-55 4.75 mm 0-10 2.36 mm 0-5 Page 5, add new clauses 2.1.10 and 2.1.11 as follows:

AI summary This document specifies the requirements for pipe bedding material, including sieve size and percentage passing. It also references the addition of new clauses on page 5.

Page 9, delete clause 3.9.8 and replace with the following: 3.8 Mass Excavation .8 When constructing embankment with common and Embankment material place in uniform layers not exceeding 300 mm in thickness, to full width of embankment. Com...

AI summary The text provides detailed instructions for mass excavation and embankment construction, including layer thickness and compaction requirements, and outlines specifications for placing rip-rap to ensure stability and proper alignment of infrastructure elements.

5. Trench Excavation – Rock Unit of Measurement: cubic metre (m3 ) Method of Measurement: Average end area method between changes in rock cross section. Dimensions used to calculate end areas shall be theoretical trench width as indicated...

AI summary This section outlines the measurement and classification of rock in trench excavation, specifying the unit of measurement, method of calculation, and criteria for classifying boulders as rock. It also mentions the inclusion of incremental work for rock excavation and disposal of surplus material.

9. Culverts Unit of Measurement: metre (m) Method of Measurement: along centreline of pipe. This item includes: pipe, excavation and backfilling, pipe bedding,

AI summary This section discusses the measurement and inclusion criteria for culverts, specifying the unit of measurement as metres and the method of measurement along the centreline of the pipe. It also lists what is included in the item, such as pipe, excavation, backfilling, and pipe bedding.

- .3 Aspects of design and installation pertinent to success of CX. SkyPower Corporation Digby Wind Power Project Contract 090630.00 General Commissioning (CX) Requirements Section 01 91 13 Page 4 June 2009 .2 Complete commissioning docume...

AI summary The document outlines specific aspects of design and installation related to the success of commissioning (CX) for the Digby Wind Power Project. It includes requirements for commissioning documentation, scheduling, meetings, and activities such as verification, retesting, and training.

Completion SkyPower Corporation Digby Wind Power Project Contract 090630.00 General Commissioning (CX) Requirements Section 01 91 13 Page 9 June 2009 1.18 TEST RESULTS .1 If start-up, testing and/or performance verification produce unaccep...

AI summary The document outlines commissioning requirements for the Digby Wind Power Project, including test results, start of commissioning, instruments/equipment, and commissioning performance verification procedures. It specifies the need for acceptable test results, submission of instrument details, and coordination with the Commissioning Coordinator.

- .6 Confirm culvert headwall and gratings are properly installed. SkyPower Corporation Digby Wind Power Project Contract 090630.00 General Commissioning (CX) Requirements Section 01 91 13 Page 14 June 2009 3.3 DISCIPLINE: CIVIL SYSTEMS TO...

AI summary The text outlines commissioning requirements for civil systems, foundation drainage, hard landscaping, and structural components at the Digby Wind Power Project. It details verification steps for proper installation and compliance with specifications.

- STRUCTURAL TO .5 Confirm structural bracing is in place in BE COMMISSIONED accordance with erection drawings. - (Cont'd) .6 Confirm all welds are primed and painted or galvanized as applicable. - .7 Confirm metal deck is correctly welded...

AI summary The text outlines structural and architectural commissioning requirements, including verification of structural bracing, welds, metal deck welding, third-party inspections, and concrete slab specifications. It also includes checks for insulation, air barriers, and moisture protection compliance.

3.5 DISCIPLINE: .2 Roof Assembly - ARCHITECTURAL .1 Confirm integrity of roof installation. - SYSTEMS TO BE .2 Perform flood testing if required by the - (Cont'd) .3 Verify slopes of roof provide positive water flow to roof drains. Ensure...

AI summary This section outlines requirements for roof assembly, exterior wall assemblies, cladding, and doors and windows, including verification of installation integrity, flood testing, slope verification, flashing, and warranties. It also covers door hardware operation, weatherstripping, and maintenance requirements.

.3 Protection and Control Panels: - .1 Verify that system components have been located and installed in accordance with the contract documents. - .2 Check all connections for tightness - .3 Remove all dirt and debris from inside enclosures...

AI summary The text outlines a series of verification and installation steps for protection and control panels, emphasizing compliance with contract documents, proper installation, cleanliness, protection coordination, testing documentation, and identification installation.

- .1 Confirm proper operation. SkyPower Corporation General Commissioning Section 01 91 13 Digby Wind Power Project (CX) Requirements Page 21 Contract 090630.00 June 2009 3.7 DISCIPLINE: .15 (Cont'd) BE COMMISSIONED conditions.

AI summary The text outlines a condition related to the commissioning process for the Digby Wind Power Project, referencing a contract and specific sections of the project's requirements.

.28 Fire Alarm - .1 Verify that system components have been located and installed in accordance with the contract documents. - .2 Verify all wiring connections completed. - .3 Verify operation of all devices. - .4 Coordinate interconnectio...

AI summary The document outlines a series of verification and testing steps required for the installation and operation of a fire alarm system, including system components, wiring, device operation, interconnection with automation systems, and compliance documentation.

.32 Exit Lighting Systems - .1 Verify that system components have been located and installed in accordance with the contract documents. - .2 Verify all exit lights installed correctly and are operational. - .3 Confirm breaker for exit ligh...

AI summary This section outlines verification and maintenance procedures for exit lighting systems, including installation, operational checks, and maintenance processes to ensure compliance with contract documents and safety standards.

- 1.1 SECTION .1 This Section specifies roles and responsibilities of INCLUDES Commissioning Training. 1.2 RELATED .1 Section 01 10 00 - General Requirements. SECTIONS .2 Section 01 91 13 - Commissioning (Cx) Requirements. .3 Section 01 91...

AI summary This section outlines the roles and responsibilities related to commissioning training, including trainees, instructors, and the types of instruction provided for system operation, maintenance, and control features.

- 3.1 FABRICATION .1 Verify lines, levels and centres before proceeding AND ERECTION with formwork/falsework and ensure dimensions agree with drawings. - .2 Obtain approval of the Owner's Representative for use of earth forms framing openi...

AI summary The document outlines detailed specifications for the fabrication and erection of formwork and falsework in construction projects, emphasizing adherence to standards, proper alignment, and site drainage to ensure structural integrity and compliance with design requirements.

- .7 Vertical height of freefall for concrete placement shall not exceed 1.5 m (5.0 ft.). Utilize purpose SkyPower Corporation Cast-in-Place Concrete Section 03 30 00 Digby Wind Power Project Page 5 Contract 090630.00 June 2009 3.1 PREPARA...

AI summary The text outlines a specification for concrete placement, stating that the vertical height of freefall should not exceed 1.5 m (5.0 ft.), and references a contract and project related to cast-in-place concrete.

.8 WTG Anchor Bolts. - .1 Wind Turbine Generator (WTG) foundation anchor bolts and the associated embedded lower ring plate shall be set in place, aligned and levelled utilizing an upper ring template that the Contractor has fabricated in...

AI summary The document provides specifications for the installation of WTG anchor bolts and associated components, including alignment procedures using upper ring templates and requirements for drainage and weep holes in accordance with industry standards and technical specifications.

- .10 Grout under base plates using procedures in accordance with manufacturer's recommendations which result in 100 % contact over grouted area. SkyPower Corporation Cast-in-Place Concrete Section 03 30 00 Digby Wind Power Project Page 7...

AI summary The text outlines construction procedures for grouting under base plates and includes a table referencing the Digby Wind Power Project, specifically Section 03 30 00 of the Cast-in-Place Concrete contract (Contract 090630.00) from June 2009.

.14 Specialized Coating Systems: .1 The exposed horizontal and vertical concrete surfaces of the transformer and Statcom Equipment foundations shall receive a protective coating system composed of one (1) coat of Sikadur WDE primer and two...

AI summary The transformer and Statcom Equipment foundations require a specific protective coating system, including Sikadur WDE primer and Fastflor CR, applied by Sika Canada Ltd. The application must follow the manufacturer's instructions, with attention to surface preparation and environmental conditions.

- .4 Divert damaged or unused concrete materials from landfill to local facility approved by the Owner's Representative. SkyPower Corporation Concrete Unit Masonry Section 04 22 00 Digby Wind Power Project Page 2 Contract 090630.00 June 20...

AI summary The text outlines requirements for diverting damaged or unused concrete materials from landfill to a local facility approved by the Owner's Representative. It also includes a table referencing the Digby Wind Power Project and a requirement to submit shop drawings for temporary bracing, formwork, and falsework if requested by the Owner's Representative.

PART 3 - EXECUTION - 3.1 INSTALLATION .1 Construct masonry work as required by jurisdictional authorities and in accordance with the engineered drawings. - .2 Before commencing masonry work, verify that site conditions will allow construct...

AI summary This section outlines the installation requirements for masonry work, emphasizing compliance with jurisdictional authorities and engineered drawings, as well as verification of site conditions to ensure proper construction within specified limitations.

.1 Submit shop drawings. Indicate materials, core thicknesses, finishes, connections, joints, method of anchorage, number of anchors, supports, reinforcement, details, and accessories. SkyPower Corporation Digby Wind Power Project Contract...

AI summary The document outlines requirements for shop drawings, quality assurance, delivery, storage, handling, and waste management for the Digby Wind Power Project. It specifies the need for test reports, product certificates, pre-installation meetings, and waste recycling in accordance with an approved plan.

- .3 Use nailing disks for soft sheathing as recommended by sheathing manufacturer. SkyPower Corporation Rough Carpentry Section 06 10 00 Digby Wind Power Project Page 5 Contract 090630.00 June 2009 3.3 SCHEDULES .1 Sheathing:

AI summary The text provides a directive on the use of nailing disks for soft sheathing as recommended by the manufacturer. It includes a table with information about the Digby Wind Power Project and a reference to a schedule related to sheathing.

- .4 Peg Board: 3mm thick MDF board, 2400 wide x 1200 high. Install on wood strapping at 600 o.c. and around perimeter. Painting of panel in 09 91 23. SkyPower Corporation Insulation Section 07 21 00 Digby Wind Power Project Page 1 Contrac...

AI summary The text describes the installation of 3mm thick MDF peg board with specific dimensions and installation instructions, along with a table referencing the Digby Wind Power Project and a contract number.

SkyPower Corporation Digby Wind Power Project Contract 090630.00 Air/Vapour Barriers Section 07 28 00 Page 1 June 2009 PART 1 - GENERAL 1.1 WORK INCLUDED .1 This section specifies requirements for supplying and installing the sheet membran...

AI summary The document outlines specifications for the installation of air/vapour barrier systems in the Digby Wind Power Project under Contract 090630.00. It includes details on the work included, related sections, product standards, and accessories required for proper installation.

- .5 Ensure that no gaps exist in sealant bead. Smooth out folds and ripples occurring in sheet over sealant. SkyPower Corporation Air/Vapour Barriers Section 07 28 00 Digby Wind Power Project Page 3 Contract 090630.00 June 2009 - 3.5 ELEC...

AI summary The text provides instructions for sealing electrical switch and outlet device boxes that penetrate vapour barriers, ensuring no gaps exist in sealant beads and smoothing out folds and ripples in the sheet over sealant.

- .1 Install moulded box vapour barrier. - .2 Apply sealant to seal edges of flange to main vapour barrier and seal wiring penetrations through box cover. - 3.6 OPENINGS .1 Equip window frames with factory site installed air barrier and va...

AI summary The text outlines specific installation requirements for vapour barriers and air barrier materials in construction, emphasizing compatibility and sealing techniques to ensure air tightness and vapour diffusion control.

- .2 Material width: adequate to provide required air tightness and vapour diffusion control to building air barrier and vapour retarder from interior. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Firestopping and Smoke...

AI summary The text outlines specifications for firestopping and smoke seal materials in the Digby Wind Power Project, including work inclusion, references to standards, and submission requirements for shop drawings and product data.

- .3 A/D Fire Protection Systems SkyPower Corporation Firestopping and Section 07 80 00 Digby Wind Power Project Smoke Seals Page 3 Contract 090630.00 June 2009 PART 3 - EXECUTION

AI summary This document section outlines a contract related to fire protection systems for the Digby Wind Power Project, specifically addressing firestopping and smoke seals under Section 07 80 00. The contract is identified as Contract 090630.00 and dates back to June 2009.

- .4 Seal holes or voids made by through penetrations, poke-through termination devices, and unpenetrated openings or joints to ensure continuity and integrity of fire separation are maintained. SkyPower Corporation Digby Wind Power Projec...

AI summary The text outlines installation and inspection requirements for firestopping and smoke seals in the Digby Wind Power Project, emphasizing the sealing of holes and voids, proper installation techniques, and inspection procedures.

- .2 Indicate each type of door, material, steel core thicknesses, mortises, reinforcements, location of exposed fasteners, openings, arrangement of hardware and fire rating and finishes. SkyPower Corporation Digby Wind Power Project Contr...

AI summary The document outlines specifications for metal doors and frames, including details on materials, construction, and finishes, as well as waste management and disposal requirements for the Digby Wind Power Project under Contract 090630.00.

- .3 Cope accurately and securely weld butt joints of mullions, transom bars, centre rails and sills. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Metal Doors and Frames Section 08 11 14 Page 8 June 2009 2.9 FRAMES: WEL...

AI summary The text outlines specific welding and fabrication requirements for metal doors and frames in the Digby Wind Power Project, including accurate welding of butt joints, grinding and filling of welded joints, and reinforcement of doors for hardware installation.

- 1.1 WORK INCLUDED .1 This Section specifies requirements for supplying and installing gypsum board on ceiling and exteriot wall in the Battery Room (102). - 1.2 RELATED WORK .1 Rough Carpentry: Section 06 10 00 - .2 Sealants: Section 07...

AI summary This section outlines the work requirements for supplying and installing gypsum board in the Battery Room (102), including related work sections and referenced standards such as ASTM and CAN/CSA specifications.

- .5 Ensure all black iron piping i.e. Sprinkler lines, mains, etc. are prepared and primed prior to finish coat of paint. SkyPower Corporation Painting Section 09 91 23 Digby Wind Power Project Page 7 Contract 090630.00 June 2009 - 3.3 AP...

AI summary The text outlines specific painting requirements for black iron piping, including preparation and priming prior to the finish coat, and includes a table referencing a contract and project details related to painting work on the Digby Wind Power Project.

- .4 CSSBI S8-08: Quality and Performance Specification for Prefinished Sheet Steel Used for Building Products. SkyPower Corporation Prefabricated Buildings Section 13 34 23 Digby Wind Power Project Page 3 Contract 090630.00 June 2009 - 1....

AI summary This document outlines the quality and performance specifications for prefinished sheet steel used in building products, specifically for the Digby Wind Power Project. It includes details about the contract and structural requirements for the project.

SkyPower Corporation Digby Wind Power Project Contract 090630.00 Prefabricated Buildings Section 13 34 23 Page 5 June 2009 1.6 GENERAL DESIGN .7 REQUIREMENTS (Cont'd) Design, assemble and secure building elements to building frame to ensur...

AI summary The document outlines structural design and performance requirements for prefabricated buildings under the Digby Wind Power Project. It specifies compliance with NBC 2005, CAN/CSA-S16, and CSA S136, as well as tolerances, load considerations, and alignment standards for construction.

- DESIGN CRITERIA .4 Dead Load:(Cont'd) fasteners and any loads imposed on this facility from other adjacent structures. - .2 Additional dead loads other than those from building components shall include allowances for mechanical and elect...

AI summary The text outlines design criteria for dead loads, including fasteners and adjacent structures, and specifies minimum dead load requirements for mechanical and electrical equipment. It also details maximum deflection limits for various structural components and outlines submittal requirements such as shop drawings, product data, and engineering approvals.

- .6 Submit erection drawings to Owner's Representative for approval, before construction. SkyPower Corporation Digby Wind Power Project Prefabricated Buildings Section 13 34 23 Page 8 Contract 090630.00 June 2009 1.9 SUBMITTALS .7 Erectio...

AI summary The text outlines requirements for submitting erection drawings and other documentation for the Digby Wind Power Project, including specifications for structural design, quality assurance, and waste management. These requirements are part of Contract 090630.00 with SkyPower Corporation.

- .3 Provide hairline joints for materials in contact. SkyPower Corporation Digby Wind Power Project Prefabricated Buildings Section 13 34 23 Page 13 Contract 090630.00 June 2009 2.2 FABRICATION (Cont'd) .8 (Cont'd) .4 Co-ordinate location...

AI summary The document provides specifications for the fabrication and erection of prefabricated buildings, including requirements for hairline joints, coating integrity, and compliance with safety regulations and standards such as CSSBI 30M and the Occupational Health and Safety Act in Nova Scotia.

Schuller; Owens Corning. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Ventilation Section 23 00 00 Page 5 June 2009 2.12 FANS AND VENTS .1 Supply and install fans and vents complete in all respects as specified, shown o...

AI summary The document outlines specifications for the installation of fans, vents, diffusers, and louvers in the Digby Wind Power Project, including material requirements, performance standards, and acceptable manufacturers.

Provide GPS coordinates of underground cable at 5 m SkyPower Corporation Digby Wind Power Project Contract 090630.00 Common Work Results - Electrical Section 26 05 00 Page 4 June 2009 1.8 CO-ORDINATION .4 (Cont'd) Do not install cables ben...

AI summary The document provides instructions for the installation and coordination of underground cables at a wind power project, emphasizing the need for GPS coordinates at 5 meters depth, coordination with other trades, protection of live equipment, and the submission of record drawings.

of commissioning. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Common Work Results - Electrical Section 26 05 00 Page 5 June 2009 1.12 INSPECTION OF WORK .1 The Owner will make periodic visits to the site during constru...

AI summary The document outlines inspection, scheduling, and fire rating requirements for the Digby Wind Power Project. It specifies the Owner's role in site visits, the Contractor's responsibility for compliance, and the use of specific fire barrier products.

accurate to position intended, and position hanger SkyPower Corporation Digby Wind Power Project Contract 090630.00 Common Work Results - Electrical Section 26 05 00 Page 10 June 2009 3.5 MOUNTING HEIGHTS (Cont'd) .3 .4 (Cont'd) .7 Exit li...

AI summary The text provides details about mounting heights for electrical components in the Digby Wind Power Project, including specifications for exit lights, emergency lighting heads, and ARC flash labels, as well as instructions for attaching electrical equipment directly to structural elements.

- .2 Clean and paint exposed non-galvanized hangers, racks and fastenings to prevent rusting. SkyPower Corporation Power Cable and Section 26 05 14 Digby Wind Power Project Overhead Conductors Page 1 Contract 090630.00 June 2009 PART 1 - G...

AI summary The text outlines specifications for cleaning and painting non-galvanized hangers, racks, and fastenings to prevent rusting. It also includes a table related to the Digby Wind Power Project, referencing contract 090630.00, and lists sections and standards for power cable and overhead conductors, including references to Canadian Standards Association (CSA) and Insulated Cable Engineers Association (ICEA) standards.

- .3 Install bushing stud connectors in accordance with EEMAC 1Y-2. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Wire and Cables (0-1000V) Section 26 05 21 Page 1 June 2009 PART 1 - GENERAL 1.1 SECTION INCLUDES .1 Mater...

AI summary The document outlines specifications for installing bushing stud connectors in accordance with EEMAC 1Y-2 and details requirements for wire and cable installation in the Digby Wind Power Project, including standards from the Canadian Standards Association (CSA) and material specifications.

- 3.1 INSTALLATION .1 Secure equipment to hollow or solid masonry, tile and plaster surfaces with lead anchors or nylon shields. - .2 Secure equipment to poured concrete with expandable inserts. - .3 Secure equipment to hollow masonry wall...

AI summary This section outlines specific installation requirements for securing electrical equipment, conduit, and cables to various surfaces and structures, emphasizing the use of appropriate fastening methods and materials while prohibiting the use of certain less secure methods.

- .14 Where galvanized steel supports are exposed to moisture, touch-up all field cut surfaces with galvanizing paint. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Splitters, Junction, Pull Boxes and Cabinets Section 26...

AI summary The text provides technical specifications and installation instructions for electrical components such as splitters, junctions, pull boxes, and cabinets as part of the Digby Wind Power Project under Contract 090630.00. It includes requirements for materials, construction, and installation procedures.

- .2 Install size 2 identification labels indicating system name voltage and phase. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Outlet Boxes, Conduit Boxes and Fittings Section 26 05 32 Page 1 June 2009 PART 1 - GENERA...

AI summary The text outlines specifications for installing size 2 identification labels on electrical systems, including system name, voltage, and phase. It also details requirements for outlet boxes, conduit boxes, and fittings, referencing the Canadian Electrical Code, Part 1, and other relevant standards.

- .12 Mechanically bend steel conduit over 19 mm dia. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Conduit, Conduit Fastenings and Conduit Fittings Section 26 05 34 Page 4 June 2009 3.2 INSTALLATION (Cont'd) .13 Field t...

AI summary The text outlines installation and placement guidelines for steel conduit in the Digby Wind Power Project, including bending requirements, threading, cleaning, and positioning relative to other structures and utilities.

.1 Protection, Control and Communication Panels assembly drawings submitted for review showing assembly, details, and layout shall show anchor

AI summary The text refers to the submission of Protection, Control and Communication Panels assembly drawings for review, specifying that they should include assembly details, layout, and anchor information.

.1 The panel structures shall be built in accordance with Drawings E401, E402 and E621. Panels shall be furnished complete with all instrumentation SkyPower Corporation Protection, Control and Section 26 11 00 Digby Wind Power Project Comm...

AI summary The text outlines specifications for panel structures in accordance with specific drawings and mentions a contract related to the Digby Wind Power Project. It references a contract number and a project page.

(Cont'd) .1 (Cont'd) and wiring devices as shown on the drawings and indicated in this specification. - .1 Flanged openings shall be provided at the base of each panel structure for interconnection. The left opening of panel #1 and the rig...

AI summary The document outlines technical specifications for electrical panels, including dimensions, materials, grounding requirements, and the types of protective relays and controllers to be used. It emphasizes compliance with standards such as ANSI and ASTM.

.3 Identifying Nameplate - .1 The Protection, Control and Communication Panels shall be provided with one (1) nameplate, engraved on 3mm thick plastic lamicoid, with the function of the panel and Owner's numerical designation. - .2 The ide...

AI summary The document outlines specifications for nameplates on protection, control, and communication panels, including size, material, and placement requirements. It also specifies that materials used must be new, high-quality, and clearly identified with manufacturer details.

.2 Test Procedures - .1 General - .1 The Contractor shall test the Protection, Control and Communication Panels to the satisfaction of the Engineer as defined herein; the Contractor shall indicate and include any additional Vendor-recommen...

AI summary The test procedures outline requirements for testing Protection, Control and Communication Panels, including qualifications of the testing team, weather conditions during testing, submission of test results, and required information in test reports.

- COMMISSIONING .1 Official Test Results - (Cont'd) .1 Initial test reports provided to the Engineer within 24 hours of completion notwithstanding, the Contractor shall provide six (6) copies of final, official test reports, type-written w...

AI summary The document outlines requirements for the Contractor to provide official test results to the Engineer, including the number of copies, content details, and approval requirements for equipment used in testing.

.1 ANSI/IEEE C57.12.90 Standard Test Code for Liquid-Immersed Distribution, Power, and Regulating .2 ANSIC29.9, Wet-Process Porcelain Insulators SkyPower Corporation Digby Wind Power Project Contract 090630.00 Outdoor Substation Section 26...

AI summary The document outlines technical specifications and standards for the Digby Wind Power Project, including references to ANSI/IEEE and CSA standards, supply system data, and requirements for shop drawings and coordination with the supply authority.

.1 One (1) 69 kV, 600A three-phase group-operated motorized disconnect assembly, complete with accessories and special tools as defined in Section 26 28 22. SkyPower Corporation Outdoor Substation Section 26 11 01 Digby Wind Power Project...

AI summary The text specifies the procurement of a 69 kV, 600A three-phase group-operated motorized disconnect assembly, with accessories and special tools as defined in Section 26 28 22. It also includes a table referencing the Digby Wind Power Project and a contract dated June 2009.

- SUPPLIED PRODUCTS .1 Three (3) 50 kVA single phase pole- mounted (Cont'd) type Station Service transformers. Refer to Section 26 12 13 - Liquid Filled Medium Voltage Transformers. - .11 Cable Terminations - .1 Refer to Section 26 05 22 C...

AI summary The text outlines specifications for the supply of electrical equipment and infrastructure components for a substation, including transformers, surge arresters, grounding systems, lighting, and bus bars. It references various sections of technical standards and design drawings for compliance.

- .3 Arc flash labels and signs in compliance with CSA-Z462. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Outdoor Substation Section 26 11 01 Page 7 June 2009 3.6 FUSE CUTOUTS .1 Non-explosion type, with grey station po...

AI summary The document outlines technical specifications for components of the Digby Wind Power Project, including fuse cutouts, station service transformers, cable terminations, lightning arresters, substation fencing, and lighting, with references to various sections of the project's design and compliance standards.

CONTROL 1.1 RELATED WORK .1 Purchase, deliver to place of installation and install three (3) single phase 37.5kVA, station service transformers in three phase Y/Y configuration on substation structural frame. .2 Tank coating shall meet all...

AI summary The text outlines specifications for the installation of single phase 37.5kVA station service transformers, including requirements for tank coating, tank design, internal markings, and materials used to prevent corrosion and ensure durability.

(hanger brackets) and lift lugs. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Liquid Filled MV Transformers Section 26 12 13 Page 4 June 2009 2.10 EQUIPMENT IDENTIFICATION .1 Provide equipment identification in accordan...

AI summary The document outlines specifications for the installation of liquid-filled medium voltage transformers at the Digby Wind Power Project, including equipment identification, acceptable manufacturers, and installation procedures.

- 3.2 FIELD QUALITY .3 Inspect primary and secondary connections for CONTROL tightness and for signs of overheating. - .4 Inspect and clean bushings and insulators. - .5 Check oil level and temperature indicators. - .6 Set transformer taps...

AI summary This section outlines inspection and maintenance procedures for electrical equipment, focusing on checking connections, bushings, oil levels, and transformer taps to ensure proper operation and safety.

1.4 CLOSEOUT .1 Provide as builds, test reports and inspection SUBMITTALS certificates for substation transformer as specified in Section 01 10 00. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Liquid Filled Power Transf...

AI summary The document outlines specifications for substation transformers, including requirements for test reports, inspection certificates, and transformer characteristics such as voltage ratings, impulse levels, and connection configurations, as specified in Section 01 10 00.

supply and placement of the crane for off-loading the transformer, lift procedure, including, but not limited to, the addition and removal of temporary fill for the use of outriggers. - .2 Dressing shall include installation of the provide...

AI summary The document outlines specific installation and quality assurance requirements for transformer installation, including procedures for crane operations, grounding, oil filling, and testing using designated equipment such as the 10kV Doble Test Set and Meggar Test Set.

.4 Visual Inspection - .1 Inspect primary and secondary connections for tightness and for signs of overheating. - .2 Inspect and clean bushings and insulators. - .3 Check oil level and temperature indicators. - .4 Set transformer taps to r...

AI summary The document outlines visual inspection procedures for electrical equipment, including checking connections, bushings, oil levels, transformer taps, and valve positions to ensure safety and proper operation.

- .6 Check that no air pockets are left in the tank. SkyPower Corporation Liquid Filled Power Section 26 12 15 Digby Wind Power Project Transformers Page 7 Contract 090630.00 June 2009 3.2 FIELD QUALITY .4 (Cont'd)

AI summary The text includes a checklist item to ensure no air pockets remain in a tank, along with a table referencing the Digby Wind Power Project, Transformers, and a contract dated June 2009. It also references a section titled 'Field Quality .4 (Cont'd)' under section 3.2.

- CONTROL .7 Check that all thermometers pockets are filled (Cont'd) with oil. - .8 Check whether grounding connections have been properly done. - .9 Check that the transformer is properly installed and there is no possibility of any movem...

AI summary The text outlines detailed procedures for checking and testing transformers, including verifying oil levels, grounding connections, and transformer installation. It also provides specific test procedures for winding tests, dielectric testing, and various test conditions involving high voltage (HV), low voltage (LV), and grounding.

- .2 Magnetization Curve Test SkyPower Corporation Liquid Filled Power Section 26 12 15 Digby Wind Power Project Transformers Page 9 Contract 090630.00 June 2009 3.2 FIELD QUALITY .7 (Cont'd) CONTROL .1 (Cont'd)

AI summary The text references a magnetization curve test, a transformer-related document for the Digby Wind Power Project, and includes a table with details about a contract and section numbers. It also mentions field quality and control, indicating technical and engineering considerations.

- .2 Test the performance of the stage 2 fan bank and record the voltage and current of each phase during operation. SkyPower Corporation Liquid Filled Power Section 26 12 15 Digby Wind Power Project Transformers Page 10 Contract 090630.00...

AI summary This text outlines a test for the performance of a stage 2 fan bank, focusing on recording the voltage and current of each phase during operation. It also includes a table referencing a transformer-related project and contract.

.16 Oil Testing - .1 Dielectric Strength Test. - .2 Oil Power Factor Test. - .3 Contaminant Test - .1 Following all other required tests, a sample of the transformer insulating oil shall be drawn and tested for moisture and dissolved gas c...

AI summary The document outlines procedures for oil testing in transformers, including dielectric strength, oil power factor, and contaminant tests. It specifies the need to test for moisture and dissolved gases such as hydrogen and oxygen in transformer insulating oil.

- .11 Perform test in accordance with Section 26 05 00 Common work Results - Electrical and Section 01 91 13 - General Commissioning (CX) Requirements. Digby Wind Project UARB IR-12 Attachment 10 Page 282 of 1067 SkyPower Corporation Digby...

AI summary The text outlines a section from the Digby Wind Project UARB IR-12 Attachment 10, detailing requirements for isolating switches in accordance with specific standards and related sections of the project documentation.

- .3 All necessary permits and regulatory costs involved in the transport of the Circuit breaker, including but not limited to those imposed by the following bodies (such costs and requirements based SkyPower Corporation Medium Voltage Cir...

AI summary The text outlines the need for permits and regulatory costs related to the transport of medium voltage circuit breakers for the Digby Wind Power Project, referencing specific contract and page numbers.

.1 The bottom plates of the structure shall be properly coated for mounting on concrete footings. SkyPower Corporation Medium Voltage Circuit Breakers Section 26 18 00 Digby Wind Power Project Page 13 Contract 090630.00 June 2009 2.1 CIRCU...

AI summary The text outlines specifications for the bottom plates of a structure to be coated for mounting on concrete footings. It also includes a table referencing SkyPower Corporation and the Digby Wind Power Project, with details about medium voltage circuit breakers and a contract dated June 2009.

SkyPower Corporation Medium Voltage Circuit Breakers Section 26 18 00 Digby Wind Power Project Page 14 Contract 090630.00 June 2009 2.2 EQUIPMENT .3 (Cont'd) IDENTIFICATION .1 (Cont'd) (Cont'd) .8 (Cont'd)

AI summary The document provides information about SkyPower Corporation's Medium Voltage Circuit Breakers under Section 26 18 00, related to the Digby Wind Power Project, Contract 090630.00 from June 2009. It includes equipment identification details.

3.2 TESTING AND .2 Test Procedures - (Cont'd) .1 The Contractor shall test the circuit breaker and all accessories to the satisfaction of the Engineer as defined herein; the Contractor shall indicate and include any additional Vendor-recom...

AI summary The text outlines detailed test procedures for circuit breakers and their accessories, specifying requirements for testing qualifications, environmental conditions, submission of results, and required information in test reports. It also lists specific tests such as contact resistance, timing, insulation, and current transformer tests.

SECTIONS - 1.2 RELATED .1 Section 01 10 00 General Requirements. - .2 Section 01 91 13 General Commissioning (Cx) Requirements - .3 Section 01 91 33 Commissioning Forms - .4 Section 26 11 01 Outdoor Substation - .5 Section 26 05 22 Connect...

AI summary The document outlines sections and referenced standards related to general requirements, commissioning, and electrical infrastructure, including standards from the Canadian Standards Association (CSA) for instrument transformers, enclosures, and welding procedures.

- .3 Where not integral to the assembly, a total of three (3) instrument current transformers as detailed in this document shall be provided per MV recloser assembly. SkyPower Corporation Medium Voltage Reclosers Section 26 18 26 Digby Win...

AI summary The text specifies the requirement for three instrument current transformers per MV recloser assembly and details accessory requirements for the recloser, including a mechanical operation counter. It references the Digby Wind Power Project and Contract 090630.00.

- .7 Maximum withstand voltage (kV) and fault current (amperes, RMS asymmetrical and peak) SkyPower Corporation Medium Voltage Reclosers Section 26 18 26 Digby Wind Power Project Page 11 Contract 090630.00 June 2009 2.3 EQUIPMENT .3 (Cont'...

AI summary The text references equipment specifications for medium voltage reclosers under Section 26 18 26, specifically in the context of the Digby Wind Power Project with Contract 090630.00 dated June 2009.

- .2 Recloser Timing Test (including all contact status states) SkyPower Corporation Medium Voltage Reclosers Section 26 18 26 Digby Wind Power Project Page 16 Contract 090630.00 June 2009 3.2 TESTING AND .2 (Cont'd) COMMISSIONING .2 (Cont...

AI summary The text outlines a section of a regulatory proceeding document related to the Recloser Timing Test for Medium Voltage Reclosers, specifically under the Digby Wind Power Project Contract 090630.00. It references a section of the document titled 'Testing and Commissioning' and includes a table with details about the project and contract.

- (Cont'd) .5 The Contractor and the Engineer shall review all tests prior to the testing personnel leaving the site. - .2 Compliance with Standards and Codes - .1 The testing and commissioning shall confirm that the Product conforms to or...

AI summary The document outlines the responsibilities of the Contractor and Engineer regarding testing and commissioning of Instrument Transformers, including compliance with provincial standards, codes, and specific testing procedures to ensure product conformity and safety.

.4 Suitable for back and side wiring. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Wiring Devices Section 26 27 26 Page 2 June 2009 2.1 SWITCHES (Cont'd) .3 Toggle operated fully rated for tungsten filament and fluoresc...

AI summary The document outlines specifications for wiring devices, switches, and receptacles for the Digby Wind Power Project. It includes details on acceptable products, manufacturer requirements, and compliance standards such as CSA-C22.2.

.3 Cover plates: - .1 Protect stainless steel cover plate finish with paper or plastic film until painting and other work is finished. - .2 Install suitable common cover plates where wiring devices are grouped. - .3 Do not use cover plates...

AI summary Instructions for the installation and protection of cover plates in electrical systems are provided, emphasizing the use of appropriate cover plates and protection methods for stainless steel finishes.

- .4 Install spring loaded weatherproof cover plates for exterior applications. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Fuses - Low Voltage Section 26 28 14 Page 1 June 2009 PART 1 - GENERAL 1.1 RELATED SECTIONS .1...

AI summary The document outlines installation requirements for spring-loaded weatherproof cover plates in exterior applications. It also includes specifications for low-voltage fuses under the Digby Wind Power Project, referencing Canadian Standards Association (CSA) standards and requirements for shop drawings, delivery, storage, and maintenance.

- .9 Fuse cabinet to be wall mounted with top no higher than 2 meters. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Moulded Case Circuit Breakers Section 26 28 21 Page 1 June 2009 PART 1 - GENERAL 1.1 SECTION INCLUDES ....

AI summary The document outlines specifications for the installation of moulded-case circuit breakers, including requirements for wall-mounted fuse cabinets, compliance with Canadian Standards Association (CSA) standards, and submission of product data and time-current characteristic curves for breakers with specific ampacity and interrupting capacity.

- .3 Vendor's drawings submitted for review shall show all terminals, wire and terminal numbering and incorporate equipment schematic details. SkyPower Corporation Medium Voltage Section 26 28 22 Digby Wind Power Project Disconnect Switche...

AI summary The document outlines requirements for vendor submissions, including the need for detailed drawings and operation and maintenance manuals. It references the Digby Wind Power Project and Contract 090630.00.

- .8 The batteries shall have a minimum discharge life on loss of AC of 250 A\ hrs. SkyPower Corporation DC Uninterruptible Power Supply Section 26 33 53 Digby Wind Power Project Page 8 Contract 090630.00 June 2009 2.1 UNINTERRUPTIBLE .3 (...

AI summary The document specifies a requirement for batteries to have a minimum discharge life of 250 A hrs on loss of AC, and includes a table with information related to a DC Uninterruptible Power Supply under the Digby Wind Power Project contract.

2.5 FACTORY TESTS .5 Tests:(Cont'd) - (Cont'd) .2 Demonstrate:(Cont'd) - .4 Record values measured at test points using oscilloscope, digital multimetre and camera attachment; - .5 Protective devices and indications function as designed. R...

AI summary This section outlines factory tests for electrical systems, including recording measurements, simulating conditions such as over-temperature and fuse blowing, and testing under varying loads. It specifies procedures for monitoring performance, efficiency, and operational parameters during testing.

.3 Documentation - .1 Official Test Results - .1 Initial test reports provided to the Engineer within 24 hours of completion notwithstanding, the Contractor shall provide six (6) copies of final, official test reports, type-written with th...

AI summary The document outlines requirements for the Contractor to provide official test results to the Engineer, including submission timelines, content requirements, and approval processes for field test results.

- .4 Lamp type, wattage, bulb type (ED17, BD56, etc.) and coating (clear or coated) for HID luminaires. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Lighting Section 26 50 00 Page 5 June 2009 PART 3 - EXECUTION 3.1 INST...

AI summary The text outlines specifications for the installation of HID luminaires and emergency lighting systems, including requirements for lamp types, installation methods, alignment, spare lamps, and quality control measures, along with references to standards and warranty terms for emergency lighting equipment.

2.2 WIRING OF .1 Conduit: type EMT, in accordance with Section 26 05 REMOTE HEADS 34 - Conduits, Conduit Fastenings and Conduit Fittings. SkyPower Corporation Unit Equipment for Section 26 52 01 Digby Wind Power Project Emergency Lighting...

AI summary The document details wiring and installation requirements for the Digby Wind Power Project, including conduit types, conductor specifications, and installation procedures for unit equipment and remote fixtures.

- .3 Test sheet record for cable after placement, and, SkyPower Corporation Digby Wind Power Project Contract 090630.00 Fibre Optic Cable System Section 27 05 10 Page 3 June 2009 1.4 SUBMITTALS (Cont'd) .2 (Cont'd) .1 (Cont'd) .4 Test shee...

AI summary The document outlines requirements for submitting test sheet records, as-built drawings, warranty certificates, and product specifications for fiber optic cable installations in the Digby Wind Power Project. It specifies that Corning Cable Systems' LANscape Fiber optic products must be used and details submission formats and responsibilities.

- .4 All Fiber optic cables shall meet CSA C22.1 Canadian Electrical Code, Part 1, and Section 56. SkyPower Corporation Fibre Optic Cable System Section 27 05 10 Digby Wind Power Project Contract 090630.00 Page 4 June 2009 2.1 FIBER OPTIC...

AI summary The document specifies technical requirements for fiber optic cables used in the Digby Wind Power Project, including compliance with CSA standards, temperature ranges, color coding, and acceptance criteria. It also outlines guidelines for patch cords and their usage in installations.

- .13 When pulling long lengths of cable through duct or conduit, less than 50 percent fill ratio by cross sectional area shall be used. SkyPower Corporation Fibre Optic Cable System Section 27 05 10 Digby Wind Power Project Page 7 Contrac...

AI summary The text discusses the installation of fiber optic cable systems, specifying that less than 50 percent fill ratio by cross-sectional area should be used when pulling long lengths of cable through ducts or conduits. It also references the Digby Wind Power Project and Contract 090630.00.

l be installed. - .7 Contractor shall follow Corning Cable Systems SRP-005-011 for duct cable installation procedures. - .3 Riser Cable Installation - .1 A split mesh grip shall be used at the top of the run to support vertical fiber optic...

AI summary The document outlines specific installation procedures for duct and riser cable installation, referencing Corning Cable Systems SRP-005-011 and the use of a split mesh grip for vertical fiber optic cable support.

- .2 Intermediate cable ties shall be installed every 3,000 mm to prevent lateral movement. The cable shall be allowed to slide through the attachment point due to cable expansion or contraction. SkyPower Corporation Fibre Optic Cable Syst...

AI summary The text specifies the installation of intermediate cable ties every 3,000 mm to prevent lateral movement and allows cable sliding at attachment points for expansion or contraction. It also references a Fiber Optic Cable System under Section 27 05 10, associated with the Digby Wind Power Project and Contract 090630.00 dated June 2009.

.5 Aerial Installation - .1 Self-supporting aerial Fiber optic cable shall be used as default without mesenger. Messenger wire may be used after Engineering approval. - .2 Installation of aerial Fiber optic cable with pole spans greater th...

AI summary The text outlines specific requirements for the aerial installation of fiber optic cable, including the use of self-supporting cable, restrictions on sharing messenger wires, and procedures for field connectorization. These guidelines emphasize the need for engineering approval, adherence to manufacturer best practices, and proper polishing and inspection of fiber optic connectors.

3.2 INSPECTION AND .1 General - TESTING OF FIBER .1 A Corning-certified Contractor shall conduct OPTIC CABLE inspection and testing of all Fiber optic cables. - .2 The Contractor shall be responsible for all labor, test equipment and mater...

AI summary The document outlines the requirements for the inspection and testing of fiber optic cables by a Corning-certified contractor, specifying the sequence and types of tests to be conducted at different stages of the cable installation process.

- .5 The Contractor shall also conduct visual inspection of Fiber optic cable in each of the steps shown in Section .3 to identify potential damages due to shipping or placement in raceway. SkyPower Corporation Fibre Optic Cable System Sec...

AI summary The Contractor is required to conduct visual inspections of fiber optic cable during specific steps outlined in Section .3 to identify potential damages caused by shipping or placement in raceways. This is part of the Fibre Optic Cable System under Section 27 05 10 of the Digby Wind Power Project Contract 090630.00, dated June 2009.

.3 Cable Attenuation Test (Power Meter) - .1 End-to-end Fiber attenuation test shall be conducted and recorded for each cable strand. The test shall be in accordance with TIA/EIA-526-7 for single-mode cable.

AI summary The document specifies that end-to-end fiber attenuation tests must be conducted and recorded for each cable strand in accordance with the TIA/EIA-526-7 standard for single-mode cables.

- .2 Cable acceptance is based on the following table (Table 2): @1300nm @1550nm Attenuation (dB/km) <0.40 <0.30 Table 2 - Fiber Optic Cable Attenuation Acceptance Test.

AI summary The text outlines the cable acceptance criteria based on fiber optic cable attenuation test results at specific wavelengths (1300nm and 1550nm). Acceptance thresholds are specified as less than 0.40 dB/km at 1300nm and less than 0.30 dB/km at 1550nm.

.4 Optical Time Domain Reflectometry (OTDR) Test - .1 A 15 second OTDR test run shall be conducted on each Fiber optic strand end-to-end (patch panel to patch panel). - .2 The following Fiber optic data shall be obtained: - .1 Normalized F...

AI summary The document outlines the requirements for conducting an Optical Time Domain Reflectometry (OTDR) test on fiber optic strands, specifying a 15-second test duration and the data to be collected, including normalized fiber loss, actual cable length, and splice loss.

- .4 Connector loss SkyPower Corporation Fibre Optic Cable System Section 27 05 10 Digby Wind Power Project Page 11 Contract 090630.00 June 2009 3.2 INSPECTION AND .4 (Cont'd) TESTING OF FIBER .2 (Cont'd) OPTIC CABLE .5 Return loss

AI summary The text discusses the inspection and testing of fiber optic cable systems, specifically addressing connector loss and return loss under Section 27 05 10 of the Fibre Optic Cable System for the Digby Wind Power Project. The document references a contract dated June 2009.

- (Cont'd) .6 Signature trace for the entire cable run .3 Splice, connector loss and return reflectance specifications are shown in the following table (Table 3): Single-mode Cable Target Maximum Splice Loss (dB) 0.07 0.1 Connector Loss (d...

AI summary The text discusses specifications for splice loss, connector loss, and return loss in single-mode cable, referencing Table 3 which outlines target and maximum values for these parameters under OTDR test criteria.

- .4 Cables or splices that fail the test specification shall be redone and retested. - .5 If a Fiber optic cable fails a test, Engineer shall be notified immediately. The responsible engineer and Albian Sands will review the situation. A...

AI summary The document outlines procedures for handling failed fiber optic cables and labeling requirements for communication cables in wind farm and substation environments. It specifies that failed cables must be redone and retested, and that all cables must be labeled with a specific format for identification.

SkyPower Corporation Fibre Optic Cable System Section 27 05 10 Digby Wind Power Project Page 12 Contract 090630.00 June 2009 3.3 CABLE AND .1 (Cont'd)

AI summary This document text references the Digby Wind Power Project, Contract 090630.00, and mentions a Fibre Optic Cable System under Section 27 05 10. It appears to be part of a larger document related to a regulatory proceeding.

- EQUIPMENT .3 All indoor cables shall be labeled with LABELING permanent machine printed label. The label shall be a (Cont'd) tubular, heat-shrinkable, slip-on sleeve. - .2 Optical Link ID - .1 Each permanent end-to-end optical link shall...

AI summary This document outlines detailed labeling requirements for indoor cables, fiber optic patch cords, and cable termination equipment, specifying the use of permanent machine-printed labels and engraved tags to ensure proper identification and maintenance.

.1 All electronic data delivered to Engineer shall be scanned for viruses prior to delivery. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Clearing and Grubbing Section 31 10 00 Page 1 June 2009 PART 1 - GENERAL 1.1 WORK...

AI summary The document outlines the requirements for clearing and grubbing vegetation as part of the Digby Wind Power Project, specifying the scope of work, definitions, and protection measures to be followed.

- .6 Proof roll subgrade in completed excavations in presence of geotechnical inspector. Over-excavate any soft spots and backfill with approved granular fill. - .7 Take necessary precautions to preserve the material below and beyond the l...

AI summary The text outlines construction specifications related to excavation and blasting activities, emphasizing compliance with safety regulations, environmental protections, and the responsibilities of contractors during these processes.

- .4 Provide seismic monitoring as recommended by the Contractor's insurers. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Site Grading Section 31 22 10 Page 3 June 2009 3.3 EMBANKMENTS .1 Do not place material which is...

AI summary The document outlines specific requirements for embankment construction and finishing at the Digby Wind Power Project, including material placement, compaction standards, and slope finishing, as part of Contract 090630.00.

- .10 Install overhang tops and post caps. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Chain Link Fence and Gate Section 32 31 13 Page 4 June 2009 3.2 ERECTION OF .11 FENCE (Cont'd) Install top rail between posts and f...

AI summary This document provides detailed instructions for the installation of a chain link fence and gate as part of the Digby Wind Power Project by SkyPower Corporation. It outlines steps for erecting fence components, securing fabric, installing barbed wire, and setting up gates.

- 3.1 Drilling .1 Use drilling equipment and methods approved by the NSEL. Drill the hole using a rotary drill rig. - .2 Drill in general location indicated on the drawings. - .3 Drill hole round, plumb and true to line. - .4 Log the hole...

AI summary The text outlines detailed procedures for drilling operations, including equipment requirements, logging practices, testing protocols, and water quality standards. It emphasizes compliance with approved methods, monitoring of aquifers, and ensuring water quality clarity.

3.2 Casing, Screens, .1 Joints shall be welded to allow continuous ground - .2 Provide a minimum 10m of surface casing, or to bedrock, and leave it a minimum of 1m below grade upon completion to allow addition of clear granit stone to assi...

AI summary The text outlines specifications for casing, screens, and joints in a construction or drilling context, emphasizing welding, surface casing depth, grouting requirements, and grout placement methods.

- .5 After grouting is completed, cut off casing squarely and neatly. Cover casing and leave ready for installation of ground conductor. SkyPower Corporation Pipe Culverts Section 33 40 00 2.2 BEDDING AND BACKFILL .1 Bedding and backfill:...

AI summary The text outlines procedures for grouting, cutting off casing, and trenching work in the context of pipe culverts for the Digby Wind Power Project. It includes specifications for bedding and backfill materials, geotextile requirements, and trenching execution.

3.6 INLET AND .1 Provide hand placed stone around all inlets and OUTLET STRUCTURES outlets of culvert structures, as specified in Section 31 20 00. SkyPower Corporation Digby Wind Power Project Contract 090630.00 Concrete Encased Duct Bank...

AI summary The document specifies the requirement to provide hand-placed stone around inlets and outlets of culvert structures, as outlined in Section 31 20 00. It also includes a table with information about the Digby Wind Power Project and references to various standards and codes related to concrete encased duct banks.

- 1.4 SHOP DRAWINGS .1 Submit shop drawings for precast manholes in accordance with Section 01 10 00. Digby Wind Project UARB IR-12 Attachment 10 Page 422 of 1067 SkyPower Corporation Digby Wind Power Project Contract 090630.00 Concrete En...

AI summary The text outlines requirements for shop drawings for precast manholes under Section 01 10 00. It also includes specifications for PVC ducts and fittings used in the Digby Wind Power Project, including standards, dimensions, and materials.

- 2.2 SOLVENT WELD .1 Solvent cement for PVC duct joints. for duct size as indicated. - 2.3 PULL PITS .1 Precast Shaw manhole with manhole cover. - EQUIPMENT as indicated. - 2.4 CABLE PULLING .1 Pulling iron: galvanized steel rods, size an...

AI summary The document outlines specifications for solvent welding, pull pits, cable pulling, and drainage in the installation of PVC ducts. It details materials, sizes, and procedures for proper installation and drainage.

than 75 mm horizontally and vertically. Stagger joints in adjacent layers at least 150 mm and make joints watertight. Encase duct bank with 75 mm thick concrete cover. Use epoxy coated galvanized steel conduit (i.e. corroguard) for section...

AI summary The text outlines technical specifications for duct bank encasement and conduit usage, emphasizing concrete cover thickness, joint staggering, and material requirements for corrosion resistance.

- .9 Use bell ends at duct terminations in pull pits or buildings. - .10 Use conduit to duct adapters when connecting to conduits. - .11 Terminate duct runs with duct coupling set flush with end of concrete envelope when dead ending duct b...

AI summary The text provides detailed installation guidelines for duct systems, including the use of bell ends, conduit adapters, proper termination techniques, concrete strength requirements, securing methods, cleaning procedures, and reinforcement practices for duct banks.

- .18 In each duct install pull rope continuous throughout each duct run with 3 m spare rope at each end. Contract 090630.00 SkyPower Corporation Digby Wind Power Project Concrete Encased Duct Banks Section 33 65 73 Page 5 June 2009 3.2 PU...

AI summary The text provides installation instructions for duct runs, including the installation of pull pits, markers, and inspection procedures for the Digby Wind Power Project under Contract 090630.00 with SkyPower Corporation.

COMMISSIONING FORMS Date Office Title: CBCL 06/30/09 Hfx Designed Drawn COMMISSIONING FORMS LO'K LO'K CBCL LIMITED 0 ISSUED FOR TENDER 6/30/09 LO'K RO'C Schedule APPEND IV A4 Consulting Engineers Α ISSUED FOR FINAL REVIEW 06/24/09 LO'K RO'...

AI summary The text presents a commissioning forms table with details such as dates, offices, and drawing numbers related to CBCL Limited and Consulting Engineers. It includes information about issuance for tender and final review, along with schedules and appendices.

Page Client: Date: Project Name: Prepared By: Section Project Number: Tested By: DEF'Y NO. DESCRIPTION (REFER TO REPORT PAGE NO.) CORRECTIONS CHECKED BY DATE COMMENTS List of Deficiencies Field Test Report Digby Wind Project UARB IR-12 Att...

AI summary The text includes field test and inspection reports related to the Digby Wind Project under UARB IR-12 Attachment 10. It outlines deficiencies, corrections, and general inspection procedures for MV power cables and overhead bus systems.

COLLECTION SYSTEM STANDARDS Date Office Title: + + + + + · - 1 1 1 1 _ lato 04" Titlo CBCL 1 Date 20/00 Office COLLECTION 1 1 30/09 Hfx _ 0 100115 ם בסף TENDER 06/30/09 1 1 signed Drawn SYSTEM CBCL LIMITED 00/00/05 O'K LO'K STANDARDS Consu...

AI summary The text presents a table related to collection system standards, including dates, offices, and titles. It includes entries such as 'CBCL LIMITED,' 'Consulting Engineers,' and references to standards like 'C221' and 'CSA.' The content appears to be part of a regulatory or technical document related to infrastructure standards.

PM - A. LOCATE BOLLARDS BETWEEN ROADWAYS/PARKING AND THE CONCRETE PAD. BOLLARDS SHALL BE SEPARATED FROM EACH OTHER BY NO MORE THAN 1300mm, AND FROM THE EDGE OF THE SWITCHGEAR PAD BY NO LESS THAN 600mm, EXCEPT IN FRONT OF THE SWITCHGEAR DOO...

AI summary The text provides specifications for the placement of bollards relative to roadways, parking areas, and switchgear pads, with specific measurements for spacing between bollards and from the edges of pads, particularly near switchgear doors.

- B. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE INDICATED. SKYPOW ER STANDARD SKYPOWER CORP DIGBY WIND PROTECTIVE BOLLARD ESSUED FOR TEMBER ESSUED FOR FINAL REVIEW 06/30/09 06/15/09 PC WER PROJ ECT SHEET 1 OF 1 Rev Description Date...

AI summary The document outlines technical specifications for pole installation, including minimum pole setting depths in soil and rock, and a bill of materials for components such as galvanized nails, corrugated steel pole cribbing, and bearing plates. It references figures and standards from the Canadian Electrical Code Part 1.

POLE SETTING IN SWAMP DETAIL- OR BOG SEE NOTE E - POLE MARKING TO BE MARKED BEFORE TREATMENT WITH 20mm HIGH LETTERING. - B. - EARTH SHALL BE TAMPED IN 250mm LAYERS. PLACE AT LEAST 150mm OF EXCESS FILL AROUND POLE TO COMPENSATE FOR SETTLING...

AI summary The document provides detailed instructions for pole setting in swamp or bog environments, including requirements for marking poles, tamping earth in layers, using hydraulic tamping, excavating to solid ground, and ensuring proper backfilling with rock.

- 1. MIN. BENDING RADIUS FOR CABLE TO BE TWELVE TIMES DIA. OF CABLE. - CONTRACTOR SHALL SECURE CABLE GUARD (B.O.M. #H26) USING ALUMINUM STRAPS (B.O.M. #H27) AT 1200mm INTERVALS, OVER ALL THREE UNDERGROUND POWER CABLES AND CONNECT TO THE GR...

AI summary The text outlines specific installation requirements for underground power cables, including minimum bending radius, cable guard installation using aluminum straps at specified intervals, and grounding wire moulding on poles.

- 4. REFER TO DRAWING EXXX FOR DETAILS OF OVERHEAD CONSTRUCTION. BILL OF MATERIALS (TABLE E9007-1) ITEM QTY. DESCRIPTION STD. OF ACCEPTANCE H26 1 2400mm x 130mm STRAIGHT ALUMINUM CABLE GUARD c/w FLARED BASE ALMAT A48-14-A H27 as req'd ALUM...

AI summary The text refers to a bill of materials for overhead construction, including specific items such as aluminum cable guards, pole straps, and ground connectors, with standards of acceptance and quantities specified. A drawing (EXXX) is referenced for further details.

LINE ANGLE B LINE ANGLE BASED ON OFFSET MEASUREMENT (APPROX.) OFFSET LINE ANGLE OFFSET LINE ANGLE 1.3 m 5° 9.0 m 35° 2.6 m 10° 10.3 m 40° 3.9 m 15° 11.5 m 45° 5.2 m 20° 12.7 m 50° 6.5 m 25° 13.9 m 55° 7.8 m 30° 15.0 m 60° MEASUREMENT PROCE...

AI summary The document provides a table showing the relationship between offset measurements and line angles for electrical infrastructure planning. It includes a section titled 'Measurement Procedure' which likely outlines the methodology for these measurements.

- 6. RUN CONDUCTOR CONTINUOUSLY THROUGH THE SWITCH EYEBOLT CONNECTOR AND TERMINATE AT ARRESTER. SKYPOW IER ELECTRICAL STANDARD DETAIL C3 2 CROSSARM, DOUGLAS FIR, CLASS '1' AS PER CSA STD. 0116, 4 PIN, 95mm x 120mm x 3050mm, DRILLED BEFORE...

AI summary This document provides detailed specifications for electrical components used in a utility installation, including crossarms, bolts, nuts, washers, and guy hooks, with references to Canadian Standards Association (CSA) standards and specific product details.

- 5. COMMUNICATIONS WIRING SHALL BE SECURED TO THE POLE AT 1m BELOW THE SYSTEM NEUTRAL/GROUND WIRE. BILL OF MATERIALS (TABLE E9212-1) 34.5kV, 3-PHASE, 1'-5' ANGLE POLE POLYMER POST INSULATORS 0 A ISSUED FOR TENDER ISSUED FOR FINAL 06/30/09...

AI summary The text outlines a specification for securing communications wiring to a pole at a specific height relative to the system neutral/ground wire and includes a bill of materials table for a 34.5kV, 3-phase angle pole with polymer post insulators, along with drawing and revision details.

Digby Wind Project UARB IR-12 Attachment 10 Page 519 of 1067 - 1. LOCATE THE GUY ASSEMBLY ON THE OUTSIDE OF THE TURNING ANGLE AS REQUIRED (EITHER ROAD OR FIELD). - 2. TIE WIRE SHALL BE 1220mm IN LENGTH FOR NEUTRAL CONDUCTOR UP TO AND INCLU...

AI summary This document provides detailed instructions for the installation of guy assemblies and tie wire lengths for different conductor sizes in the Digby Wind Project. Specific measurements and procedures are outlined to ensure proper installation.

- 5. INSTALL CRIMPIT OR AMPACT CONNECTORS ONLY AS REQUIRED; CONDUCTOR SHALL PREFERABLY BE CONTINUOUS UNLESS INDICATED OTHERWISE. BILL OF MATERIALS (TABLE E9218-1) ITEM QTY. DESCRIPTION STD. OF ACCEPTANCE H1 3 BOLT, LAG, HOT-DIPPED GALVANIZ...

AI summary The text provides detailed specifications for the installation of electrical connectors and hardware, including bolt sizes, standards of acceptance, and material requirements. It emphasizes the use of specific connectors only as required and the preference for continuous conductor installation.

- 2. INSTALL A MAXIMUM OF TWO GUYS PER ANCHOR. BILL OF MATERIALS (TABLE E9905-1) ITEM QTY. DESCRIPTION STD. OF ACCEPTANCE H57 ANCHOR, ROCK, HOT-DIPPED GALVANIZED, DOUBLE THIMBLE SIDE EYE (PER CSA Std. C83.24M, No. 2) CHANCE R315 H58 ANCHOR...

AI summary The text provides a detailed bill of materials for anchor installation, specifying standards and specifications for various components, including anchors and rods, as per CSA standards. It also includes project details and drawing information related to an electrical installation for a wind power project.

BILL OF MATERIALS Date Office Title: A6b each HEAVY-DUTY GAPLESS METAL-OXIDE VARISTER DISTRIBUTION-CLASS SURGE ARRESTER, 12.7kV MCOV, DESIGNED TO IEEE Std. C62.22, TESTED TO IEEE Std. C62.11, 675N-m CANTILEVER STRENGTH (MIN.), TINNED COPPE...

AI summary The document is a Bill of Materials for the Digby Wind Power Project, listing various surge arresters and other equipment with specific technical specifications, including standards from IEEE and manufacturers such as OHIO BRASS (HUBBELL).

PRE-PURCHASED EQUIPMENT PROCUREMENT SPECIFICATIONS Г Date Office Title: 1 l - D'K LO EQUIPMENT CBCL LIMITED 0 IS SUED FOR TENDER 06/30/09 LO'K RO'C L Schedule APPE Consulting Engineers Rev Descripti on Date Ву Ckd Approved 1 AFF שועוו A AJ

AI summary The document outlines procurement specifications for pre-purchased equipment, including a table with details such as date, office, and title, and mentions CBCL Limited and Consulting Engineers.

2.3.1 Location .1 Elevation above sea level m 150 (approx.) .2 Salt-spray exposure moderate 2.3.2 Historical Temperature Requirements .1 Extreme Low °C -27.2 .2 Extreme High °C 34 .3 Average Length of Year Below 0°C % 38 .4 Average Length...

AI summary This section provides geographical and climatic data for a location, including elevation, salt-spray exposure, and historical temperature requirements. It also introduces a section about equipment, services, and materials supplied by others.

2.0 BIDDER INFORMATION REQUIRED STATCOM SYSTEM SPECIFICATION BIDDER'S REMARKS Base System Ratings: .1 Dynamic VAR Compensation – steady state, MVAr .2 Dynamic VAR Compensation – short time, MVAr .3 Switched Static Shunt Capacitor Banks, MV...

AI summary The document outlines the technical specifications and requirements for a STATCOM system, including dynamic VAR compensation, power inverter assembly, system control, shunt capacitor bank, and connection transformer details. It provides a structured format for bidders to submit their proposals based on these specifications.

SCHEDULE OF VENDOR TECHNICAL DATA > × FOF REV IEW FINAL ITEM: CONTI RACTOR: DOCUMENT TO BE ISSUED BY COPIES OF EACH COPY OF QUOTATION PRECEDE BY ELECTRONIC COPY/FAX ISSUE WEEK NO. REVIEW BY RETURN BY WEEK NO. • REVIEW BY RETURN BY WEEK NO....

AI summary This document outlines the schedule of vendor technical data required for a project, including various technical documents, forms, and specifications that must be submitted by vendors. It includes details such as the number of copies, review and return timelines, and other procedural requirements.

- 1.2.2 Primary Winding (HV) .1 Rated line-to-line voltage kV rms 34.5 .2 Rated (maximum) voltage kV rms 38 .3 Basic impulse level (BIL) kV 200 .4 Connection configuration delta .5 Design maximum fault level withstand kA 25 .6 Nominal freq...

AI summary This section provides technical specifications for the primary and secondary windings of a high-voltage transformer, including rated voltages, impulse levels, connection configurations, and other design parameters.

QUOTATION FILL IN SHEETS l 3. 0 T RA N §F O R M ER R A T IN g. IN Q U IR Y IT EM 1" :1 0 3. 1 M uf tu an ac re r Sh ihl ln El ec tri c 3. 2 & No f P ha Fr . o se s eq ue nc y 3 Ph 6 0H as es z J 3. 3 @ Ra d C it 6 5' C R is te ap ac e y 20...

AI summary This document contains a quotation fill-in sheet with technical specifications and data related to electrical systems, including ratings, voltages, and other parameters for various components and locations.

Thanks are due to the Consulting Engineers Association of Nova Scotia and to the Nova Scotia Road Builders Association for their support and endorsement of this document. STANDARD SPECIFICATIONS System of Soil Classification 32 90 00-04 St...

AI summary The document acknowledges the support from the Consulting Engineers Association of Nova Scotia and the Nova Scotia Road Builders Association. It contains standard specifications for various infrastructure elements, including soil classification, tree protection, fencing, water pipes, manholes, and catch basins, organized into sections with reference numbers.

- .7 Pipe bedding and backfill materials and applications. STANDARD SPECIFICATIONS SECTION 00 10 00 USER'S GUIDE PAGE 7 JANUARY 2009 .5 A sample Supplementary Specifications is included under subsection 7. .6 Drawings: .1 Standard Specific...

AI summary The document outlines standard specifications for pipe bedding and backfill materials, including requirements for drawings and the process for maintaining and updating specifications through a committee and external consultants.

paid under Item 10 Pipe. STANDARD SPECIFICATIONS FOR MUNICIPAL SERVICES USER'S GUIDE SECTION 00 10 00 PAGE 9 JANUARY 2009 SECTION 31 20 00 - EARTHWORK 3.7 Backfilling Delete subsection .2 and replace with the following .2 Gravel. Backfill...

AI summary The text provides standard specifications for municipal services, including updates to backfilling requirements and provisions related to railway crossings and asphalt index usage. It outlines guidelines for engineers to follow when preparing project documents, referencing provincial standards and special provisions.

PROJECT COORDINATION CHECKLIST STANDARD SPECIFICATIONS SECTION 00 10 00 REFER SECTION AND SUBSECTION REMARKS 00 41 43 4. Add new subsection 4. for conversion table if project is in imperial units and renumber remaining subsections 00 41 43...

AI summary The document outlines a project coordination checklist that includes updates and modifications to standard specifications across various sections. It involves adding new subsections, editing items, and including requirements for shop drawings, samples, and inspection reports. The checklist also includes instructions for generating new sections and ensuring compliance with specifications.

as a basis for any claims for extra compensation or an extension of time. STANDARD SPECIFICATIONS FOR MUNICIPAL SERVICES SECTION 00 21 00 INFORMATION TO TENDERERS PAGE 2 JANUARY 2009 .3 Head amendment or withdrawal as follows: "[Amendment]...

AI summary The document outlines standard specifications for municipal services, including procedures for tender amendments, rejection of informal or unbalanced tenders, and safety certification requirements for tenderers, both in and out of province.

.6 Addenda as issued and as confirmed in subsection 2.4 of this section. FOR ARD SPECIFICATIONS IPAL SERVICES TENDER FORM 00 41 43 PAGE 3 UARY 2009 Item No. Description Unit of Measurement Estimated Quantity Unit Price Total Price NATURAL...

AI summary The document outlines specifications and tender forms for pipeline installation and construction activities related to the Digby Wind Project. It includes details on natural gas pipeline sizes, gravel, asphalt, curb, sidewalk, and guardrail specifications, though many items are reserved or unspecified.

SUB TOTAL LANDSCAPING: $ FOR DARD SPECIFICATIONS CIPAL SERVICES TENDER 2 FORM SECTION 00 41 43 PAGE 9 JANUARY 2009 Item No. Description Unit of Measurement Estimated Quantity Total Price LAND SCAPING 62. Topsoil and Sod $m^2$ 63. Topsoil a...

AI summary The text presents a table of landscaping and excavation items for the Digby Wind Project, including details on materials, quantities, and pricing. It includes sections for topsoil, sod, trees, shrubs, fencing, pavers, and excavation activities.

- 17. Project Closeout STANDARD SPECIFICATIONS FOR SECTION 01 10 00 GENERAL REQUIREMENTS PAGE 1 MUNICIPAL SERVICES JANUARY 2009 1. GENERAL .1 This section specifies administrative, procedural and temporary requirements. 2. SUMMARY OF WORK...

AI summary This section outlines general requirements for project closeout, including scheduling, coordination, setting out the work, existing site conditions, and project meetings. It specifies administrative and procedural requirements for contractors and engineers involved in the project.

7.1 Shop Drawings .1 On shop drawings clearly show in detail dimensions, materials of construction, finish, performance, service and installation requirements, and other pertinent information. - .2 Check all shop drawings prior to submissi...

AI summary The document outlines requirements for shop drawings and samples in construction projects. It specifies that shop drawings must include detailed information and be reviewed before submission. Samples must also be submitted for review, and work cannot proceed until approvals are obtained.

7.3 Mix Design .1 Submit mix design for concrete and asphalt materials as required in Supplementary Specifications. STANDARD SPECIFICATIONS FOR SECTION 01 10 00 GENERAL REQUIREMENTS PAGE 3 MUNICIPAL SERVICES JANUARY 2009 7.4 Design Verific...

AI summary The text outlines specific requirements for submitting mix designs, sealed plans, operating and maintenance data, test results, and record drawings as part of a construction project governed by standard specifications. These requirements are detailed in sections 7.3 through 8 of the document.

- .4 Remove temporary facilities from site when no longer required. STANDARD SPECIFICATIONS SECTION 01 10 00 FOR MUNICIPAL SERVICES GENERAL REQUIREMENTS PAGE 5 JANUARY 2009 11. DELIVERY OF MATERIALS AND USE OF THE SITE .1 Confine equipment...

AI summary The document outlines requirements for the removal of temporary facilities from a site once they are no longer needed, as well as general specifications for municipal services, traffic control, and substitutions during construction projects.

SANITARY SEWER - 21. Gravity Pipe - 22. Pressure Pipe - 23. Manholes - 24. Services - 25. Connections to Existing Main - 26. Closed Circuit Television Inspection - 27. Reserved - 28. Reserved - 29. Reserved

AI summary The document text lists items related to sanitary sewer infrastructure, including gravity and pressure pipes, manholes, services, connections to existing mains, and closed-circuit television inspection. Several entries are reserved for future use.

- 30. Reserved STANDARD SPECIFICATIONS SECTION 01 22 00 FOR MEASUREMENT AND PAYMENT PAGE 2 MUNICIPAL SERVICES JANUARY 2009 STORM SEWER

AI summary This section outlines standard specifications for storm sewer systems under municipal services, focusing on measurement and payment procedures. It is part of a document dated January 2009.

STREET CONSTRUCTION - 51. Gravels - 52. Prime - 53. Asphalt Concrete - 54. Curb - 55. Sidewalk - 56. Gabions - 57. Guardrail - 58. Adjust Existing Valve Box Covers - 59. Adjust Manhole Frames and Covers - 60. Adjust Catch Basin Frames and...

AI summary The document lists various street construction items including gravels, asphalt concrete, curb, sidewalk, gabions, guardrail, and adjustments to valve box covers, manhole frames, and catch basin frames.

61. Modular Block Retaining Walls STANDARD SPECIFICATIONS SECTION 01 22 00 FOR MEASUREMENT AND PAYMENT PAGE 3 MUNICIPAL SERVICES JANUARY 2009 LANDSCAPING

AI summary This section outlines standard specifications for modular block retaining walls under the municipal services landscaping category, referencing section 01 22 00 and dated January 2009.

- 4. The numbers of the items described below correspond to the numbers of the items in Section 00 41 43, subsection 4 - Schedule of Quantities and Unit Prices. STANDARD SPECIFICATIONS SECTION 01 22 00 FOR MEASUREMENT AND PAYMENT PAGE 2 MU...

AI summary This section outlines the standard specifications for Earthwork 1. Clearing, corresponding to Section 00 41 43, subsection 4 - Schedule of Quantities and Unit Prices. It is part of the Municipal Services specifications dated January 2009.

7. Breaking Mass Rock Without Removal Unit of Measurement: cubic metre (m3 ) Method of Measurement: average end area method between cross sections taken between surface of rock and lines and elevations indicated excluding the volume of mas...

AI summary This section outlines the method for measuring the volume of rock breaking without removal, using the average end area method between cross sections. It includes breaking rock to specified sizes and excavation and backfilling test holes.

- 10. Reserved. STANDARD SPECIFICATIONS SECTION 01 22 00 FOR MEASUREMENT AND PAYMENT PAGE 4 MUNICIPAL SERVICES JANUARY 2009 WATER SYSTEM 11. Pipe

AI summary This section outlines standard specifications for water system pipe installation, referencing a construction document and a specific page and date.

.2 Polyethylene Encasement Unit of Measurement: metre (m) Method of Measurement: along centreline of pipe through fittings and valves. This item includes: polyethylene tube or sheet and tape. - 18. Reserved. - 19. Reserved.

AI summary The document outlines specifications for polyethylene encasement, including the unit of measurement, method of measurement, and what the item includes. Sections 18 and 19 are reserved.

- 20. Reserved. STANDARD SPECIFICATIONS SECTION 01 22 00 FOR MEASUREMENT AND PAYMENT PAGE 6 MUNICIPAL SERVICES JANUARY 2009 SANITARY SEWER 21. Gravity Pipe

AI summary This section outlines standard specifications for sanitary sewer gravity pipe under Section 01 22 00, dated January 2009. It is part of a larger document on municipal services and measurement and payment standards.

Unit of Measurement: metre (m) for each inspection Method of Measurement: along centreline of pipe through manholes. This item includes: television inspections, records and reports. - 27. Reserved. - 28. Reserved. - 29. Reserved.

AI summary The text outlines a method of measurement for inspections, specifying the unit of measurement as metres and the method as along the centreline of the pipe through manholes. It also mentions that the item includes television inspections, records, and reports.

- 30. Reserved. STANDARD SPECIFICATIONS SECTION 01 22 00 FOR MEASUREMENT AND PAYMENT PAGE 8 MUNICIPAL SERVICES JANUARY 2009 STORM SEWER 31. Pipe

AI summary The document outlines standard specifications for storm sewer pipe installation, specifically section 01 22 00, under municipal services. It is dated January 2009 and is part of a larger set of specifications for measurement and payment.

38. Closed Circuit Television Inspection Unit of Measurement: metre (m) for each inspection Method of Measurement: along centreline of pipe through manholes. This item includes: television inspections, records and reports. - 39. Reserved.

AI summary This section outlines the method of measurement for closed circuit television inspections, specifying that the unit of measurement is metre (m) along the centreline of the pipe through manholes. The item includes television inspections, records, and reports.

- 50. Reserved STANDARD SPECIFICATIONS SECTION 01 22 00 FOR MEASUREMENT ANI PAYMENT PA GE 11 MUNICIPAL SERVICES JANUARY 2009 STREET CONSTRUCTION

AI summary This section outlines standard specifications for street construction under municipal services, dated January 2009. It includes sections and specifications related to measurement and payment.

This item includes raising and lowering existing frames and covers including replacement of shaft sections, intermediate sections and grade rings as necessary. STANDARD SPECIFICATIONS SECTION 01 22 00 FOR MEASUREMENT AND PAYMENT PAGE 13 MU...

AI summary This section outlines the adjustment of existing catch basin frames and covers, including the replacement of shaft sections, intermediate sections, and grade rings as necessary.

Digby Wind Project UARB IR-12 Attachment 10 Page 833 of 1067 STANDARD SPECIFICATIONS SECTION 01 22 00 FOR MEASUREMENT AND PAYMENT PAGE 15 MUNICIPAL SERVICES JANUARY 2009 68. Reserved

AI summary This document contains a section from the Digby Wind Project UARB IR-12 Attachment 10, which includes a table titled 'Standard Specifications' under Section 01 22 00. The table is related to measurement and payment for municipal services and is dated January 2009. Section 68 is marked as 'Reserved.'

70. Reserved STANDARD SPECIFICATIONS SECTION 01 22 00 FOR MEASUREMENT AND PAYMENT PAGE 16 MUNICIPAL SERVICES JANUARY 2009 ADDITIONAL ITEMS 71. Trench Excavation - Rock

AI summary This section of the document outlines standard specifications for trench excavation in rock, with details provided in Section 01 22 00, and is part of a broader set of specifications for municipal services.

73. Replacement of Unsuitable Material with Selected Site Material Unit of Measurement: cubic metre (m3 )

AI summary This section outlines the replacement of unsuitable material with selected site material, measured in cubic metres.

Method of Measurement: average end area method for volume of unsuitable material less theoretical trench volume. STANDARD SPECIFICATIONS SECTION 01 22 00 FOR MEASUREMENT AND PAYMENT PAGE 17 MUNICIPAL SERVICES JANUARY 2009 This item include...

AI summary The document outlines the method of measurement for placing and compacting selected site material in areas where unsuitable material has been excavated beyond the theoretical trench volume, as specified in Section 01 22 00 of the standard specifications.

75. Breaking Trench Rock Without Removal Unit of Measurement: cubic metre (m3 ) Method of Measurement: average end area method between changes in rock cross section. Dimensions used to calculate end areas to be theoretical trench width as...

AI summary This section outlines the method for measuring the breaking of trench rock without removal, using the average end area method between changes in rock cross section. It specifies the unit of measurement as cubic metres and references theoretical trench width and depth from surface of rock as encountered during drilling.

This item includes: laying out grades and lines, excavation and lining as STANDARD SPECIFICATIONS SECTION 01 22 00 FOR MEASUREMENT AND PAYMENT PAGE 19 MUNICIPAL SERVICES JANUARY 2009 87. Rip Rap and Storm Drain Protection Stone

AI summary This section outlines specifications for rip rap and storm drain protection stone as part of municipal services, including laying out grades and lines, excavation, and lining.

- 3.10 Defective Work END FOR CONCRETE PAGE 3 MUNICIPAL SERVICES JANUARY 2009

AI summary This section discusses defective work related to concrete in a municipal services context, with a focus on a report dated January 2009. It includes a table with columns labeled 'END' and 'FOR,' indicating potential issues with concrete quality or construction practices.

.5 Compressive strength at 28 days: unless for mixtures containing supplementary cementing materials other ages may be appropriate as determined by the STANDARD SPECIFICATIONS FOR MUNICIPAL SERVICES SECTION 03 30 00 CONCRETE PAGE 4 JANUARY...

AI summary The text outlines specifications for concrete placement in municipal services, including temperature control measures for concrete during placement and curing. It addresses conditions when air temperatures may drop below 5°C or rise above 27°C, requiring specific actions to ensure proper concrete curing and protection.

- .3 Exposed fastening devices to match finish and be compatible with material through which they pass. - .4 Provide components for building by other sections in accordance with shop drawings and schedule. - .5 Make field connections with...

AI summary The text outlines specifications for fastening devices, field connections, and post-erection touch-up procedures in construction, emphasizing compatibility, standards compliance, and coordination with appropriate trades.

- .1 Clear Stone, 25 mm: Sieve Designation Cum. % Passing 25 000 14 000 25 - 95 - 100 60 5 000 0 - 10 .2 Clear Stone, 80 mm: Sieve Designation Cum. % Passing 80 000 100 56 000 25 - 60 28 000 0 - 5 .5 Gravels: crushed and screened pit grave...

AI summary The text outlines specifications for different types of gravel and stone materials, including sieve sizes and the percentage of material that should pass through each sieve. These specifications are part of standard specifications for earthwork in municipal services.

- .5 Portland cement: Type 10. STANDARD SPECIFICATIONS FOR MUNICIPAL SERVICES SECTION 31 20 00 EARTHWORK PAGE 5 JANUARY 2009 .6 Slump: 150 mm minimum. .7 Rip Rap: specially selected and graded field or quarried rock with angular shape and...

AI summary This document outlines standard specifications for earthwork in municipal services, including requirements for materials such as Portland cement, rip rap, and lumber, as well as excavation procedures and guidelines for trench preparation.

fragments with dimensions greater than of design subgrade elevation, but not 200 mm within 300 mm of subgrade. .11 Shape and compact material to within 40mm uniformly high or low.

AI summary The text discusses specifications for material compaction and design subgrade elevation, focusing on dimensional tolerances and compaction uniformity within specific ranges.

elevations indicated. Remove boulders STANDARD SPECIFICATIONS FOR EARTHWORK SECTION 31 20 00 PAGE 10 MUNICIPAL SERVICES JANUARY 2009 encountered in cut slopes and fill resulting cavities. 3.10 Breaking Rock Without Removal .1 grades indica...

AI summary The text provides standard specifications for earthwork and gabions, detailing requirements for breaking rock without removal, grading, compaction, and placement of gravels. It includes specific dimensions, testing procedures, and compaction standards.

.3 Gabion mats: - .1 Factory fabricated so that sides, ends, lid and internal diaphragms readily assemble at site into rectangular mats. - .2 Single unit construction or with joints having strength and flexibility equal to that of mesh. -...

AI summary The text outlines specifications for gabion mats, including fabrication standards, wire mesh dimensions, and material requirements. It details requirements for both wire mesh and geogrid gabion mats, ensuring structural integrity and durability.

- 3.7 Pavement Markings END 3.5 Tack Coat .1 Apply tack coat on existing asphalt concrete to Nova Scotia Transportation and Infrastructure Renewal Standard Specification – Highway Construction and Maintenance, Division 4, Section 1. Apply...

AI summary The document outlines specifications for pavement markings, including the application of temporary markings and the curing period required before applying permanent markings. It references standard specifications for asphalt concrete paving and interlocking concrete.

- 3.6 Surface Course END .2 Canadian Standards Association .1 CSA A23.1/A23.2-04, Concrete Materials and Methods of Concrete Construction/ Methods of Test and Standard Practices for Concrete .2 Concrete Paving Slabs/Precast Concrete. .3 Un...

AI summary This section outlines the requirements for surface course materials, including standards for concrete paving slabs, specifications for submittals, and guidelines for delivery and handling of concrete pavers. It references multiple standards and testing requirements.

Sieve Designation % Passing 10 mm 100 5 mm 95-100 2.5 mm 80-100 1.25 mm 50-90 0.630 mm 25-60 0.315 mm 10-35 0.160 mm 2-10 - .5 Joint sand: to CSA A179, hard, durable, angular particles, free from clay lumps, cementation, organic material,...

AI summary The document presents a table specifying sieve designations and corresponding percentage passing for a material, likely sand, and outlines specifications for joint sand in accordance with CSA A179, emphasizing its hardness, durability, and freedom from deleterious materials.

- .6 Edging: as specified in the project documents. STANDARD SPECIFICATION FOR MUNICIPAL SERVICES INTERLOCKING SECTION 32 14 13 CONCRETE PAVERS PAGE 4 JANUARY 2009 .7 Geotextile filter: as specified in Section 31 20 00. PART 3 - EXECUTION...

AI summary The document outlines specifications for the installation of interlocking concrete pavers, including subgrade preparation, geotextile installation, granular base compaction, bedding sand placement, and paving unit installation. Standards from ASTM and other organizations are referenced to ensure compliance.

- .9 Sweep surface clean and check final elevations as indicated. STANDARD SPECIFICATIONS SECTION 32 16 00 FOR WALKS, CURBS AND GUTTERS MUNICIPAL SERVICES JANUARY 2009 INDEX TO CLAUSES

AI summary This document provides standard specifications for walks, curbs, and gutters under Section 32 16 00, dated January 2009. It includes instructions for sweeping surfaces clean and checking final elevations as indicated.

- 3.6 Backfilling STANDARD SPECIFICATIONS FOR MUNICIPAL SERVICES WALKS, CURBS AND GUTTERS SECTION 32 16 00 PAGE 1 JANUARY 2009 3.1 Fine Grading .1 Fine grade gravel surface prior to placing Portland cement concrete or asphalt concrete. 3.2...

AI summary This document outlines standard specifications for municipal services, specifically for walks, curbs, and gutters. It includes details on fine grading, adjusting castings, and concrete placement, jointing, and finishing procedures. The specifications are part of a larger standard document from January 2009.

- 3.5 Cleaning END GATE TYPE OPENING (metres) FRAMING O.D.(mm) FRAMING Wall mm Single swing Double swing Single swing Double swing 3.0 6.0 4.5 9.0 42.9 42.9 42.9 42.9 100wall 100wall 100wall 100wall PART 3 – EXECUTION 3.1 Grading .1 Remove...

AI summary This section outlines the cleaning and fence erection requirements, including grading, post spacing, and installation of fence posts and gates in accordance with specified standards.

PART 3 - EXECUTION - 3.1 Soil Preparation - 3.2 Base - 3.3 Unit Installation - 3.4 Protection

AI summary This section outlines the execution phases of a project, including soil preparation, base installation, unit installation, and protection measures.

- 3.5 Adjustment and Cleaning END STANDARD SPECIFICATION FOR NS MODULAR BLOCK RETAINING WALLS SECTION 32 32 19 PAGE 1 MUNICIPAL SERVICES JANUARY 2009 PART 1 - GENERAL 1.1 Work Included .1 This Section specific supplying and install retaini...

AI summary This section outlines the work included in the specification for modular block retaining walls, detailing the installation as per the Project Documents.

- 3.10 Clean Up END .2 Immediately store and protect plant material which will not be installed within 1 hour after arrival at site in approved storage location. .3 Protect plant material from frost, excessive heat, wind and sun during and...

AI summary This section outlines procedures for the storage and protection of plant material during and after delivery, ensuring proper moisture levels and protection from environmental factors. It also includes requirements for submitting samples and providing warranties for plant material.

- .4 Plant vertically in locations indicated. Orient plant material to give best appearance in relation to structure, roads and walks. - .5 For trees and shrubs: .1 Backfill planting mixture in 150 mm lifts. Tamp each lift to eliminate air...

AI summary The document provides detailed specifications for planting trees, shrubs, and groundcovers, including backfilling techniques, watering procedures, and installation of tree supports. Specific instructions are given for soil preparation, grading, and post-planting care to ensure proper growth and stability.

or walkways, place one stake STANDARD SPECIFICATIONS PLANTING OF TREES, SECTION 32 90 00 FOR SHRUBS AND GROUNDCOVER PAGE 6 MUNICIPAL SERVICES JANUARY 2009 between tree trunk and driveway or walkway. - .3 Drive stakes minimum 300 mm into un...

AI summary This document outlines standard specifications for planting trees, shrubs, and groundcover, including guidelines for staking, guying, and anchoring trees to ensure proper support and growth.

- .4 After tree supports have been installed, prune and remove broken branches with clean, sharp tools. STANDARD SPECIFICATIONS FOR MUNICIPAL SERVICES PLANTING OF TREES, SECTION 32 90 00 SHRUBS AND GROUNDCOVER PAGE 7 JANUARY 2009 3.6 Mulch...

AI summary The text provides instructions for pruning and removing broken branches after installing tree supports, as well as guidelines for mulching, including ensuring soil settlement is corrected and watering plant material before spreading mulch.

- 3.11 Quality Control and Final Inspection END STANDARD SPECIFICATIONS FOR PROTECTION OF SECTION 32 91 10 EXISTING TREES PAGE 1 MUNICIPAL SERVICES JANUARY 2009 PART 1 - GENERAL 1.1 Work Included .1 This section specifies requirements for...

AI summary This section outlines quality control and final inspection requirements for protecting existing trees during construction. It includes specifications for protective zones, fencing, root pruning, and transplanting limits based on tree trunk diameter.

- 3.9 Clean Up END .3 Test topsoil from source prior to stripping and stockpiling for clay, sand and silt, coarse fragments, particle size, N, P, K, Mg, and organic matter. STANDARD SPECIFICATIONS FOR MUNICIPAL SERVICES TOPSOILING AND FINI...

AI summary This section outlines requirements for soil testing, topsoil management, delivery scheduling, and sample submission in municipal services. It emphasizes testing for soil composition, pH levels, and implementing corrective actions as recommended by engineers.

diameter (% by volume) STANDARD SPECIFICATIONS FOR MUNICIPAL SERVICES TOPSOILING AND SECTION 32 91 19 FINISH GRADING PAGE 4 JANUARY 2009 3.2 Preparation of Existing Grade for Seeding, Sodding .1 Verify that subgrade elevations are correct....

AI summary The document outlines specifications for preparing existing grades for seeding, sodding, and planting, including verifying subgrade elevations, grading soil, cultivating areas for topsoil, and removing debris and contaminants as required by the N.S. Department of Environment.

- .5 Drive pegs to 20 mm above soil surface of sod section. STANDARD SPECIFICATIONS SECTION 32 92 00 FOR MUNICIPAL SERVICES SEEDING AND SODDING PAGE 6 JANUARY 2008 3.7 Hydraulic .1 Seeding Seed during local growing season when natural mois...

AI summary The document outlines specifications for seeding and sodding in municipal services, including timing, quantities of materials, application methods, and maintenance procedures during the establishment period.

- 3.8 Culverts END STANDARD SPECIFICATIONS FOR REINSTATEMENT SECTION 32 98 00 PAGE 1 MUNICIPAL SERVICES JANUARY 2009 PART 1 - GENERAL 1.1 Work Included .1 This section specifies requirements for reinstatement of surfaces, property, and str...

AI summary This section outlines the requirements for reinstating surfaces, property, and structures damaged or disturbed by operations under the contract, including culverts, sidewalks, curbs, gutters, and ditches, and references related sections and standards for construction and maintenance.

- .22 ANSI/AWWA C906-07 Polyethylene (PE) Pressure Pipe and Fittings, 4 in. (100 mm) Through 63 in. (1,600 mm), for Water Distribution and Transmission. STANDARD SPECIFICATIONS SECTION 33 11 00 FOR WATER MAIN PAGE 3 MUNICIPAL SERVICES JANU...

AI summary The document outlines standard specifications for water main construction, including materials such as polyethylene pressure pipe, bolts, steel bars, and copper water tube. It also details requirements for shop drawings, certificates, and handling and storage procedures for materials used in municipal water systems.

- .3 Epoxy coat all butterfly valves with minimum 150 micron coating. STANDARD SPECIFICATIONS FOR SECTION 33 11 00 WATER MAIN PAGE 7 MUNICIPAL SERVICES JANUARY 2009 2.9 Valve Boxes .1 Valve Boxes: .1 Cast-iron, slide type, adjustable for d...

AI summary The text specifies the epoxy coating requirement for butterfly valves and provides detailed standard specifications for water main components, including valve boxes, service pipes, fittings, and service boxes, with references to various standards and materials.

volume as follows: STANDARD SPECIFICATIONS FOR MUNICIPAL SERVICES SECTION 33 11 00 WATER MAIN PAGE 11 JANUARY 2009 .18 Install mechanical joint restraint to AWWA C111 and tighten lug nuts until all wedges are in firm contact with pipe surf...

AI summary This document outlines standard specifications for the installation of water mains, including mechanical joint restraint, corrosion protection measures, undercrossing installation procedures, and hydrant installation guidelines. It provides detailed instructions for excavation, encasing pipe installation, and alignment methods.

STANDARD SPECIFICATIONS SECTION 33 11 00 FOR WATER MAIN PAGE 18 MUNICIPAL SERVICES JANUARY 2009 - .3 At least 24 hours after collection of the first two samples, collect two additional samples for bacteriological analysis from representati...

AI summary This section of the standard specifications outlines the requirement to collect additional bacteriological samples at least 24 hours after the initial two samples, ensuring thorough testing of the water main system.

Digby Wind Project UARB IR-12 Attachment 10 Page 963 of 1067 STANDARD SPECIFICATIONS SECTION 33 11 00 FOR WATER MAIN PAGE 19 MUNICIPAL SERVICES JANUARY 2009 - .3 Valves on existing system will be operated only by the water utility.

AI summary The document specifies that valves on the existing water main system will be operated exclusively by the water utility, as outlined in the standard specifications for municipal services under section 33 11 00.

- 3.9 Closed Circuit Television Inspection STANDARD SPECIFICATIONS FOR MUNICIPAL SERVICES SANITARY SEWERS SECTION 33 31 00 PAGE 1 JANUARY 2009 3.1 Preparation .1 Carefully inspect products for defects and remove defective products from sit...

AI summary This section outlines the standard specifications for municipal sanitary sewer construction, including preparation, trenching, bedding, backfilling, and pipe installation procedures. It emphasizes quality control, adherence to manufacturer guidelines, and compliance with established standards.

- .13 At structures provide flexible joint not more than 1 metre from outside face of structure. STANDARD SPECIFICATIONS FOR MUNICIPAL SERVICES SECTION 33 31 00 SANITARY SEWERS PAGE 4 JANUARY 2009 .3 Use tee or wye fittings or saddles for...

AI summary The text outlines specifications for the installation of sanitary sewers, including the use of specific fittings, bends, and temporary markers. It emphasizes proper installation techniques and safety measures, such as using air gaps to prevent backflow from potable water supplies.

Porous Pipe F = 0.12 litre Non-Porous Pipe F = 0.02 litre STANDARD SPECIFICATIONS SECTION 33 31 00 FOR SANITARY SEWERS PAGE 7 MUNICIPAL SERVICES JANUARY 2009 INFILTRATION TEST:

AI summary The document outlines specifications for sanitary sewers, including infiltration test parameters for porous and non-porous pipes, with respective values of 0.12 litre and 0.02 litre.

- .6 Decrease pressure to 24 kPa. Measure time required for pressure to reach 17kPa. Minimum time allowed for pressure drop is as follows: Pipe Diameter (mm) Minimum Time Min:Sec 100 150 200 250 300 375 1:53 2:50 3:47 4:43 5:40 7:05 STANDA...

AI summary The text outlines procedures for pressure testing and deflection testing of sanitary sewers, specifying minimum time requirements for pressure drops based on pipe diameter and detailing steps for inspection and repair if tests fail.

monitoring unit and pan-tilt camera with remotely controlled lighting STANDARD SPECIFICATIONS SECTION 33 31 00 FOR SANITARY SEWERS PAGE 9 MUNICIPAL SERVICES JANUARY 2009 system capable of varying the illumination.

AI summary The document describes a monitoring unit and pan-tilt camera equipped with remotely controlled lighting, designed for use in sanitary sewer systems. It specifies the system's capability to adjust illumination levels as part of standard specifications for municipal services.

- 3.7 Inspection, Testing and Start-up END STANDARD SPECIFICATION FOR MUNICIPAL SERVICES SUCTION LIFT PUMPING SECTION 33 32 13 STATION PAGE 1 JANUARY 2009 PART 1 - GENERAL 1.1 Work Included .1 This section specifies requirements for constr...

AI summary This section outlines the requirements for constructing suction lift pumping stations, including the installation of pumping equipment, valves, and related infrastructure. It also lists reference standards such as ANSI/ASME, ANSI/AWWA, and CSA specifications, and references other related sections for concrete, earthwork, and sanitary sewers.

STANDARD SPECIFICATION SUCTION LIFT PUMPING SECTION 33 32 13 STANDARD SPECIFICATION FOR MUNICIPAL SERVICES SUCTION LIFT PUMPING SECTION 33 32 13 STATION PAGE 6 JANUARY 2009 as specified in the project documents. Install check valves and va...

AI summary The document outlines specifications for the installation of suction lift pumping stations, including requirements for check valves, station enclosures, access frames, and covers. The focus is on ensuring proper installation, durability, and accessibility for maintenance.

- .4 Provide pump power and level regulator cables in sufficient length to run directly to the control panel via an external conduit. Provide conduit fittings and strain relief connectors in sufficient number and size to permit installatio...

AI summary The text outlines technical specifications for the installation of pump systems, including requirements for cable lengths, conduit fittings, sealing methods, wiring standards, and labeling of components. It emphasizes compliance with safety and regulatory standards such as CSA.

instructions at no additional cost to the Contract. Where pipe is to be connected to equipment, the placement of the piping STANDARD SPECIFICATION FOR MUNICIPAL SERVICES SUCTION LIFT PUMPING SECTION 33 32 13 STATION PAGE 11 JANUARY 2009 3....

AI summary The text outlines specifications for the installation, supervision, and testing of equipment in municipal pumping stations. It includes requirements for valve installation, supervision during installation, lubrication, temporary trial usage, and inspection procedures.

- 3.6 Testing END STANDARD SPECIFICATION FOR MUNICIPAL SERVICES SUBMERSIBLE PUMPING SECTION 33 32 14 STATION PAGE 1 JANUARY 2009 PART 1 - GENERAL 1.1 Work Included .1 This section specifies requirements for constructing submersible pumping...

AI summary This section outlines the requirements for constructing submersible pumping stations, including the supply and installation of pumping equipment, controllers, valves, and related piping. It references multiple industry standards and specifications for materials and construction practices.

- .4 Pump and motor close-coupled, integral design capable of handling raw, unscreened sewage. Discharge connection elbow to be permanently installed in wet well, together with the discharge piping. - .5 Pump to be automatically connected...

AI summary The document outlines technical specifications for pumps and motors designed to handle raw sewage, including material requirements, sealing methods, and installation details.

- .12 Impeller ductile iron or grey cast iron, Class 30 or better, dynamically balanced, STANDARD SPECIFICATION FOR MUNICIPAL SERVICES SUBMERSIBLE PUMPING SECTION 33 32 14 STATION PAGE 4 JANUARY 2009 STANDARD SPECIFICATION FOR MUNICIPAL SE...

AI summary The text provides technical specifications for submersible pumping stations, detailing materials and installation requirements for impellers, ductile iron pipes, and valves. It emphasizes material standards, such as Class 30 ductile iron and Special Class 54 ductile iron, and includes requirements for check valves and splash plates.

- .3 Provide cover stay to allows the cover to be locked in the open position. - .4 Each access frame to be capable of supporting the full weight of any submersible pump which can be installed through its opening. - .5 Design access frames...

AI summary The document outlines technical specifications for access frames and liquid level control systems in sewer stations. It includes requirements for structural integrity, installation methods, safety features, and acceptable technologies for level control.

- .3 Provide mechanical switches for backup control as specified in the project documents. STANDARD SPECIFICATION FOR MUNICIPAL SERVICES SUBMERSIBLE PUMPING SECTION 33 32 14 STATION PAGE 9 JANUARY 2009 2.14 Pump Control Panel .1 Pump manuf...

AI summary The text outlines specifications for pump control panels and electrical wiring in a municipal pumping station, emphasizing compliance with industry standards, safety, and functionality.

- .7 Install isolation bushings between stainless steel anchors and other dissimilar materials. STANDARD SPECIFICATION FOR MUNICIPAL SERVICES SUBMERSIBLE PUMPING SECTION 33 32 14 STATION PAGE 13 JANUARY 2009 .5 Do not correct misalignment...

AI summary The text provides technical installation instructions for submersible pumping stations, emphasizing the use of isolation bushings between stainless steel anchors and dissimilar materials, and the proper installation of valves in waterproof chambers with maintenance access.

- 3.8 Flushing END .8 ANSI/AWWA C303-02, Reinforced Concrete Pressure Pipe, Steel Cylinder Type, Pretensioned, for Water and Other Liquids. .9 ANSI/AWWA C509-01, Resilient-Seated Gate Valves for Water and Sewerage Systems. .10 ANSI/AWWA C9...

AI summary This section outlines technical specifications and requirements for various pipe and valve materials, including reinforced concrete pressure pipes, resilient-seated gate valves, polyvinyl chloride (PVC) pressure pipes, and polyethylene (PE) pressure pipes and fittings. It also specifies the submission of shop drawings and certificates to ensure compliance with standards.

- .18 Provide concrete thrust blocks to undisturbed ground on all tees, bends, STANDARD SPECIFICATIONS FOR SECTION 33 34 00 PRESSURE SEWERS PAGE 7 MUNICIPAL SERVICES JANUARY 2009 plugs and caps. Construct as indicated and keep joints and c...

AI summary The text outlines specifications for installing pressure sewers, including the use of concrete thrust blocks, mechanical joint restraints, and installation procedures for undercrossings and valve chambers, following standards such as AWWA C111 and others.

- 3.7 Testing END STANDARD SPECIFICATIONS FOR MUNICIPAL SERVICES PRECAST MANHOLES, CATCH SECTION 33 39 00 BASINS AND STRUCTURES PAGE 2 JANUARY 2009 PART 2 - PRODUCTS 2.1 General .1 Diameter and type: as indicated. 2.2 Precast Bases and Sec...

AI summary This section outlines the standard specifications for precast manholes, catch basins, and structures, detailing product requirements, materials, and installation procedures, including compliance with various standards such as ASTM, CSA, and CAN/ULC.

STANDARD SPECIFICATIONS PRECAST MANHOLES, CATCH SECTION 33 39 00 FOR BASINS AND STRUCTURES PAGE 4 MUNICIPAL SERVICES JANUARY 2009 specified.

AI summary This document outlines standard specifications for precast manholes and catch basins under Section 33 39 00, intended for municipal services. It provides guidelines for construction and materials, referencing industry standards.

- 3.8 Closed Circuit Television Inspection END 1.5 Handling and Storage .1 Handle and store pipe and fittings in such manner as to avoid shock and damage. Do not use chains or cables passed through pipe bore. STANDARD SPECIFICATIONS SECTIO...

AI summary This section outlines specifications for handling, storage, and materials for storm sewers and culverts, including standards for concrete, plastic, HDPE, and corrugated steel pipes, as well as service saddles.

undercrossing. STANDARD SPECIFICATIONS FOR MUNICIPAL SERVICES SECTION 33 40 00 STORM SEWERS AND CULVERTS PAGE 5 JANUARY 2009 .4 Place jacking, boring or tunneling equipment in working pit to approved line and grade of the proposed pipe. .5...

AI summary The text outlines standard specifications for storm sewers and culverts, including procedures for installing encasing pipes, aligning and grading pipes, and making connections using approved fittings and methods.

each plugged or capped service lateral, extending from pipe end at pipe level to STANDARD SPECIFICATIONS FOR MUNICIPAL SERVICES SECTION 33 40 00 STORM SEWERS AND CULVERTS PAGE 6 JANUARY 2009 600 mm above grade. Paint exposed portion of sta...

AI summary This text outlines standard specifications for storm sewers and culverts, including requirements for inspection methods, deflection testing, and equipment standards. It details procedures such as television camera inspections, deflection gauge testing at 5% and 7-1/2%, and compliance with NAAPI and WRc standards for closed circuit television inspection.

.4 Records: - .1 Maintain inspection record in log form, during television inspection. - .2 Log to include location of each fault and service lateral distance measured from centreline of reference manhole and position referenced to axis of...

AI summary The document outlines detailed procedures for recording and reporting faults identified during television inspections of sewer systems. It specifies requirements for logging fault locations, taking photographs, organizing reports, and ensuring accuracy in fault location measurements.

- .3 750 mm 900 mm pipe: ± 225 mm per 100 m of length. STANDARD SPECIFICATIONS SECTION 33 40 00 FOR STORM SEWERS AND CULVERTS PAGE 9 MUNICIPAL SERVICES JANUARY 2009 - .7 Video Record:

AI summary The text provides technical specifications for 750 mm and 900 mm pipes, detailing allowable deviation of ± 225 mm per 100 meters of length. It also references a standard specification section for storm sewers and culverts, dated January 2009.

į. Nova Scotia Property Identification Number ("PID") Digby County, Nova Scotia. Document Name Date Parties 30152169 Option Agreement for Transmission Line Easement 08/10/09 Nellie Drew SkyPower Corp. 30152110 Option Agreement for Transmis...

AI summary This document lists several Option Agreements for Transmission Line Easements in Digby County, Nova Scotia, involving SkyPower Corp. and various individuals and entities. It also includes a Shape File DVD and meeting minutes related to a transmission line proposal.

- k. Page 130 of 179, Section 2.1. This states that Appendix D contains the One line containing the System changes required at various substation. Please indicate clearly on the one line diagrams what changes are required compared to the p...

AI summary The text refers to Section 2.1 on page 130 of a document, which mentions Appendix D containing system changes required at various substations. It requests that these changes be clearly indicated on one-line diagrams compared to the current configuration.