Development Cost Charges Bylaw No. 127, 2014 — full text, Clearwater, British Columbia

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CLEARWATER ee her DISTRICT OF CLEARWATER BYLAW NO. 127, 2014 ret a ou A bylaw to impose Development Cost Charges pri WHEREAS pursuant to the Local Government Act, RSBC 1996, Chapter 323, as amended, Council may, by bylaw, impose development cost charges; AND WHEREAS in the consideration of Council, development cost charges shall be imposed for the purpose of providing funds to assist the District in paying the capital cost of providing, constructing, altering or expanding sewage, water, and highway facilities, and improving parkland, to service, directly or indirectly, the development for which the charges are imposed; AND WHEREAS no development cost charges shall be required to be paid: a) If a capital expenditure charge has previously been paid for the same development, unless, as a result of further or different development, new capital cost burdens will be imposed on the District; or b) Where the development does not impose new capital cost burdens on the District. AND WHEREAS in the consideration of Council, the charges imposed under this bylaw reflect: a) Future land use patterns and development; b) The phasing of works and services consistent with the Official Community Plan, and projects included in the Five-year Financial Plan and the Infrastructure Master Plan. AND WHEREAS in the consideration of Council, the charges imposed under this bylaw: a) Are not excessive in relation to the capital cost of prevailing standards of service: b) Will not deter development; Cc) Will not discourage the construction of reasonably priced housing or the provision of reasonably priced serviced land; and d) Will not discourage development designed to result in a low environmental impact. NOW THEREFORE the Municipal Council of the District of Clearwater, in open meeting assembled, hereby enacts as follows: Bylaw No. 127, 2014 Development Cost Charge Bylaw Page 2 of 6 4¢ TILE \ 1.1. This bylaw may be cited for all purposes as "Development Cost Charges Bylaw No. 127, 2014". 2. INTERPRETATION 2-4. In this bylaw; "Building" means a structure having a roof supported by columns and/or walls. "Carriage Suite" means a self-contained, two-storey dwelling unit that is separate, subordinate in size, and accessory to the principal dwelling. A carriage suite shall have footprint no greater than 80 m? and shall not have more than 95 m? of residential living space. "Commercial" means any commercial use as permitted under the District's Zoning Bylaw. "District" means the District of Clearwater or the geographic area within the boundaries of the District of Clearwater, as the context requires. "Dwelling Units" means one or more rooms with self-contained cooking, eating, living, sleeping and sanitary facilities used or intended to be used as a residence for one or more persons. "Garden Suite" means a self-contained, one-storey dwelling unit that is separate, subordinate in size, and accessory to the principal dwelling. A garden suite shall have a total floor area of not more than 80 m?. "Gross Floor Area" means the combined area of all floors within a building, measured from the exterior surface of the exterior walls of the building, but excluding areas used only for vehicle parking, elevator shafts, stairwells and heating and ventilating fixtures, and crawl spaces. "High Density Residential" means a land use containing three or more dwelling units having a density greater than forty (40) dwelling units per hectare of lot area. "Industrial" means a use of land or building in an industrial zone as permitted by the District's Zoning Bylaw. "Institutional" means a building or structure used or intended to be used only on a non-profit basis for cultural, recreational, social, religious, governmental, public hospital or educational purposes as permitted by the District's Zoning Bylaw. "Lot" means a parcel of land legally described and registered on the records of the Land Title Office and includes Land Act Surveys as registered crown land. Bylaw No. 127, 2014 Development Cost Charge Bylaw Page 3 of 6 "Low Density Residential" means a subdivision under the Land Titles Act or the Strata Property Act or a mobile home park for the purpose of creating parcels or spaces that may be used for residential occupancy and has an overall density up to but not greater than fifteen (15) units per hectare. "Medium Density Residential" means a use including mobile home parks and multifamily dwellings as permitted under the District's Zoning Bylaw having a density greater than fifteen (15) units per hectare and not exceeding forty (40) units per hectare. "Not for Profit Rental Housing" means rental housing subsidized by the Province of British Columbia or by a non-profit agency which enables rents to be provided at below-market rates on a percentage of income basis and is owned and operated by either a public or a non-profit agency. "Secondary Suite" means a second dwelling unit having a total floor area of not more than 90 m? in area and having a floor space less than 40% of the habitable floor space of the principal building. It must be located within the principal building of residential occupancy containing only one other dwelling unit, or in and part of a building which is a single real estate entity. "Single-family Residential" means a detached building used for residential purposes by one family and consisting of one dwelling unit, regardless of the zone within which the use is located. "Zone" means a zone as established by the District of Clearwater Zoning Bylaw No. 0940, 2011 as amended from time to time. "Zoning Bylaw" means the District of Clearwater Zoning Bylaw No. 0940, 2011 as amended from time to time. 3. CHARGES 3.1. | Development cost charges are hereby imposed on every person who obtains a building permit authorizing the construction, alteration, or extension of a building or structure who shall pay to the District the development cost charge in the amount set out in the Schedules which are attached to and form part of this bylaw as: a) Schedule A -- Development Cost Charge for Water Supply b) Schedule B -- Development Cost Charge for Sanitary Sewer C) Schedule C -- Development Cost Charge for Municipal Roads d) Schedule D -- Development Cost Charge for Parkland Improvement e) Schedule E -- Map Delineating Area Subject to Water Supply Development Cost Charges Bylaw No. 127, 2014 Development Cost Charge Bylaw Page 4 of 6 f) Schedule F -- Map Delineating Area Subject to Sanitary Sewer Development Cost Charges The development cost charge shall be paid in full prior to issuance of a Building Permit. 3.2. All charges imposed by this bylaw may be paid by instalments in accordance with BC Reg. 166/84 to the Local Government Act, being the Development Cost Charges (Instalments) regulation. 3.3. | Charges collected under this bylaw may be refunded only under the following circumstances: a) The fee is incorrectly assessed or calculated; b) Construction authorized under a Building Permit is not commenced within six (6) months of the issuance of a permit and the original Building Permit is returned to the District. 3.4. | Charges will be collected at building permit for residential developments of less than four (4) dwelling units under section 933(4)(b) of the Local Government Act. 4. EXEMPTIONS No charge is payable under Section 3 of this bylaw where: 4.1. | The Building Permit authorizes the construction, alteration or extension of a building or part of a building that is, or will be, after the construction, alteration or extension, exempt from taxation under Section 220(1)(h) and 224(2)(f) of the Community Charter; 4.2. The value of the work authorized by the permit does not exceed $50,000 or any other amount prescribed by regulation under the Local Government Act: 4.3. The Building Permit authorizes the construction of non-profit rental housing; 4.4. Buildings which are constructed for the purpose of storing goods or materials which were previously stored on the land out-of-doors and where the building will be used for no other purpose than such storage. The latter condition shall require a Section 219 covenant to be registered against the title of the land, in priority, for the purpose of enforcing such restriction; 4.5. A building is destroyed by fire or demolished for the purpose of redevelopment and the land, in which case development cost charges will only be payable for that portion of the building which exceeds the Gross Floor Area of the original building provided that a Building Permit is issued within two (2) years of demolition or destruction of the original building; and Bylaw No. 127, 2014 Development Cost Charge Bylaw Page 5 of 6 4.6. Any building or structure which is designed only for agricultural use and is ona lot which is zoned for agricultural use under the District's Zoning Bylaw at the date of submission of a building permit application. 5. MULTIPLE USES 5.1. | When a building or structure is used or intended to be used for more than one class of development, charges under this bylaw shall be calculated separately for the areas used for each class as though the area was a separate building, and the amount payable shall be the combined total for all classes. 6. SEVERABILITY 6.1. Each portion or section of this Bylaw is intended to be independent to the extent that a decision of a court of competent jurisdiction that a portion or section of is invalid does not affect the validity of any other portion or section, and the invalid portion shall be severed. 7. REPEAL 7.1. On the effective date, Clearwater Improvement District Capital Expenditures Bylaw No. 194, 1994, Clearwater Improvement District Capital Expenditures Bylaw No. 195, 1994, District of Clearwater Comprehensive Capital Expenditure Charge (Sanitary Sewer) Amending Bylaw No. 281 (2007), and Comprehensive Capital Expenditure Charge (Water) Amending Bylaw No. 282 (2007) are hereby repealed with respect to building permit applications received after the effective date of this bylaw. 8. EFFECTIVE DATE 8.1. THAT this Bylaw shall take effect upon the date of its final adoption by Council. PASSED FIRST READING this 7th day of October, 2014 PASSED SECOND READING this 7th day of October, 2014 THIRD READING this 3rd day of March, 2015 THIRD READING, as amended, this 7™ day of April, 2015 Certified a true and correct copy of the District of Clearwater Development Cost Charge Bylaw No. 127, 2014 as at third reading. Mayor, John Harwood ~--~--~S*«CLes ie Grout, Corporate Officer Bylaw No. 127, 2014 Development Cost Charge Bylaw Page 6 of 6 APPROVED by the Inspector of Municipalities this 13", day of May, 2015. AND FINALLY ADOPTED this 19" day of May, 2015. ayor, -- ht Corporate Sh er Certified to be a true and correct copy cited as "The District of Clearwater Development Cost Charge Bylaw No. 127, 2014" as adopted by the Council of the District of Clearwater this day of July 9", 2015. A Mad } LOL Ly eslie' Groulx, Corporate Officer SCHEDULE A DEVELOPMENT COST CHARGES FOR WATER SUPPLY 1. Development Cost Charges are payable for Water Supply as follows: Class of Development Development Cost Charge a) Low Density Residential $2904 per dwelling unit b) Medium Density Residential $2130 per dwelling unit C) High Density Residential, $1646 per dwelling unit Garden Suite, Carriage House, Secondary Suite d) Commercial $8.71 per square meter of gross floor area e) Industrial $8.71 per square meter of gross floor area f) Institutional $10.65 per square meter of gross floor area 2 Development cost charges for water supply is payable under this schedule for development within the designated area as illustrated in Schedule E. a The assist factor for water supply is 1%. SCHEDULE B DEVELOPMENT COST CHARGES FOR SANITARY SEWER 1. Development Cost Charges are payable for Sanitary Sewer as follows: Class of Development Development Cost Charge a) Low Density Residential $1555 per dwelling unit b) Medium Density Residential $1140 per dwelling unit Cc) High Density Residential, $881 per dwelling unit Garden Suite, Carriage House, Secondary Suite d) Commercial $6.74 per square meter of gross floor area e) Industrial $6.74 per square meter of gross floor area f) Institutional $5.70 per square meter of gross floor area 2. Development cost charges for sanitary sewer is payable under this schedule for development within the designated area as illustrated in Schedule F. 3: The assist factor for sanitary sewer is 1%. SCHEDULE C DEVELOPMENT COST CHARGES FOR ROADS Se 1. Development Cost Charges are payable for Roads as follows: Class of Development Development Cost Charge a) Low Density Residential $2004 per dwelling unit b) Medium Density Residential $1297 per dwelling unit C) High Density Residential, $1218 per dwelling unit Garden Suite, Carriage House, Secondary Suite d) Commercial $13.76 per square meter of gross floor area e) Industrial $5.40 per square meter of gross floor area f) Institutional $17.69 per square meter of gross floor area 2. Development cost charges for roads is payable on a District-wide basis. 3. The assist factor for roads is 1%. SCHEDULE D DEVELOPMENT COST CHARGES FOR PARKLAND 1. Development Cost Charges are payable for Parkland as follows: Class of Development Development Cost Charge a) Low Density Residential $747 per dwelling unit b) Medium Density Residential $548 per dwelling unit 9) High Density Residential, $423 per dwelling unit Garden Suite, Carriage House, Secondary Suite d) Commercial $0.00 per square meter of gross floor area e) Industrial $0.00 per square meter of gross floor area f) Institutional $0.00 per square meter of gross floor area 2. Development cost charges for parkland is payable on a District-wide basis. 3: The assist factor for parkland is 1%. SCHEDULE E to Bylaw No. 127, 2014 a Map delineating area subject to Water Supply Development Cost Charge pase ra canal San eevee ee a me / -- aiaeaaas ae ef if 7 | i \ ids WATER DEVELOPMENT | : F saa: EN OO ee esa e Se ee me ' si --_ TR 1 AK ek BR | | | oot tet J rT Me DISTRICT OF fe l= \ md A) es ie in yes 'ia | Le oa "i DISTRICT OF f Aj Ti 4 SS \ a ae . fe. 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Cae District of Clearwater == Ke s = Owe nO: ' WEEE PO eS aL a aR mr a | oe ¥ DISTRICT OF CLEARWATER Development Cost Charge Area consume | Ei KEY PLAN For Sanitary Sewer Ll 9g 4 345-401 ba SCALE 1:125,000 : Development Cost Charge Bylaw No. 127, 2014 District of Clearwater March 2015 TUE Project No. 345-401 CONSULTING ENGINEERING @ PLANNING @ URBAN DESIGN 201-2079 Falcon Rd | Kamloops BC | V2C 4J2 | www.true.bc.ca | tel 250.828.0881 | fax 250.828.0717 Distribution List # of Hard Copies PDF Required Association / Company Name 1 1 TRUE Consulting 1 District of Clearwater Revision Log Issue / Revision Description RO TRU Sept. 15, 2014 | Issued for Client Review - DRAFT R1 TRU Sept. 29, 2014 | Issued for Open House - DRAFT R2 EMW Oct. 8, 2014 | Final R3 EMB Feb. 3, 2015 | Revised to add CECs R4 EMB Mar. 27, 2015 | Revised to add assist factor before CECs Report Submission "A Py . yy a Vockey Report Prepared By: Elisa Becker, P. Eng. Project Engineer pene _-- Report Reviewed By: / [ Ufa MM eG Terry Underwood, P. Eng. Project Engineer R:\Clients\300-399\345\345-401\05 Reports\DCC Report\345-401-DCC-Technical Appendix-Mar 2015.docx DEVELOPMENT Cost CHARGE BYLAW No. 127, 2014 DISTRICT OF CLEARWATER -- MARCH 2015 T2U= CONSULTING Table of Contents 1.0 Introduction ANd ODjeCtIVES «0... cece cectte eee e eee eeteeeaaeeeeeeeeeeeteeeaaaeeeeeeeettesstaaeeeeeee T 2.0 Development Cost Charge Bylaw Format.............ccccccecceeeeeeeeeeeenneeeeeeeeeeeeeeeeaaeeeeeeeeetnene 2.1 TIME Frame .0... 0. eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeneeeeeeeeeeeeeeeeeeaeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee © 2.2 DCC Levy Format ......... cc ccccccccceceeeenneee reer rete eeecneeeeeeeeeeeeeecaaeeeeeeeeessessaseeeeeeeettessees O 2.3 ASSISt FACtOIS 00.0... ce ceeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeaeeeeeaeaeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeees O 3.0 Development ProjectiOns...........cccceecceecccceeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeteeeteeeteeeettttteteeeeeeeeeee A 4.0 Water SUDDIY «0.0... ce cee ceneee eee eee e et eetaaee neste eee teecaaaeeeeeeeeeseeeeaaeeeeeeeeettesaaeeeeeeeerteen dO 5.0 Sanitary SQW... cece tere eee teeter ee errr eee aaeeeeee eee eececaaaeeeeeeeeeeteecsaaeeeeeeeeeeeeeeene® 6.0 Municipal Roads... ee DO 7.0 Parkland Acquisition and Improvement Projects............ eee IB 8.0 SUM MALY ose eee eee eee nee e errr eee aaaeeeeeee eee neccaaaeeeeeeeeetenssaeeeeeeeee tT TAN 0) 0 =) 01 0 | DG. ED WL TAN 0) 0 -] 01 0 | DG = rere = 2 DEVELOPMENT COST CHARGE BYLAW NO. 127, 2014 TUE i DISTRICT OF CLEARWATER -- MARCH 2015 = List of Tables Table 4-1 -- Water Supply Projects ............ ccc cecceneeeeeeeeeeeeeeeeaeeeeeeeeeeeteeesaaeeeeeeeeetteessaeeeeeeeeeee 7 Table 4-2 -- Water DCC Calculations 2.0.0.0... ccccccceeeeee cere eee eeenneeeeeeeeeeetensaseeeeeeeeetttssasseeeeeeees O Table 5-1 -- Sanitary Sewer Projects... ceceeeeeeeeeee eee eeeeeeeeeeeeeeeeeteetsaseeeeeeeeettesttaaeeeeeeee TO Table 5-2 -- Sanitary Sewer DCC Calculations .........0...cccceeccceceeeeeeeeeeeeeeeeeseeeeeeeeeeettesesaeeeeeeeee VO Table 6-1 - Municipal Road Projects ..........ccccececccceeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeteeeteeteeeeeteeeeeee ee DO Table 6-2 - Road DCC Calculations 2.0.0.0... cccccccccceeeeeeeeeeeeeeeeecnaeeeeeeeeeeeteescaseeeeeeeeettessaeeeeeeeee DZ Table 7-1 - Parkland Projects.......... eee DO Table 7-2 - Parkland DCC Callculations................cccceseceeeeeeeeeeeeeneeeeeeeeeeeeeeeccaeeeeeeeeesttesssaseeeeeee tO Table 8-1 - Summary Of DCCS ........... cece eee eeeceee cette rete ee cccaaeeeeeeeeeeeeeesaaeeeeeeeeettsssaaaeeeeeeeee List of Figures Figure 1 - Development Cost Charge Area for Water ...............cceeeeeetteeetetteeeeeeeee Appendix A Figure 2 - Development Cost Charge Area for Sanitary Sewer ............::::eeeeeeeeee Appendix A Figure 3 - Development Cost Charge Projects for Wate?.............::::ceeeeeeeeeeee Appendix A Figure 4 - Development Cost Charge Projects for Sanitary Sewer ...............:0++ Appendix A Figure 5 - Development Cost Charge Projects for Roads............:::::ceceeceseeeeee Appendix A Figure 6 - Development Cost Charge Projects for Parklands ............:::eeceseeeeeee Appendix A List of Acronyms ADD Average Day Demand BPG Best Practices Guide CEC Capital Expenditure Charges DCC Development Cost Charge MDD Maximum Day Demand OCP Official Community Plan TRUE TRUE Consulting UV Ultraviolet DEVELOPMENT COST CHARGE BYLAW NO. 127, 2014 TUE ii DISTRICT OF CLEARWATER -- MARCH 2015 TU - CONSULTING Units of Measure km kilometre m°/d cubic metres per day L/s Litres per second Ipcd Litres per capita per day m metre mg/L milligrams per Litre mm millimetre m2 square metre DEVELOPMENT COST CHARGE BYLAW NO. 127, 2014 iii DISTRICT OF CLEARWATER -- MARCH 2015 T QU -- CONSULTING 1.0 Introduction and Objectives Development cost charges (DCCs) are not currently levied by the District of Clearwater (the District). However, the District currently levies capital expenditure charges (CECs) according to the Comprehensive Capital Expenditure Charge (Sanitary Sewer) Amending Bylaw No. 281 and Comprehensive Capital Expenditure Charge (Water) Amending Bylaw No. 282, both of which were adopted by the Clearwater Improvement District. The District's Master Infrastructure Plan, completed in March 2013, recommended creating a DCC bylaw as part of the District's financial plan. Accordingly, the District is proceeding with creating a DCC bylaw. The District of Clearwater finalized its Official Community Plan (OCP) in 2012 and the OCP was formally adopted by District Council by Bylaw No. 93, 2012 on February 2012. Information from the District's OCP and Infrastructure Master Plan utilized to prepare this technical appendix to DCC Bylaw No. 127 includes: "population and development projections "residential land use (density) projections =" development areas « infrastructure requirements The Province of British Columbia has prepared a "Development Cost Charge Best Practices Guide" (3rd edition dated 2005) to assist local governments in the preparation of DCC bylaws. The Best Practices Guide (BPG) states that local governments who choose to follow the recommended best practices can expect an expedited process for provincial approval of their DCC bylaws. This Technical Appendix follows the recommendations of the BPG as closely as possible but retains elements which reflect development types unique to the District. DEVELOPMENT COST CHARGE BYLAW No. 127, 2014 TUE 1 DISTRICT OF CLEARWATER -- MARCH 2015 T2U -- CONSULTING 2.0 Development Cost Charge Bylaw Format 2.1 Time Frame The BPG describes two options for program time frame that may be used as the basis for determining capital project requirements which then leads to the derivation of DCCs. One option is described as a build out approach where a capital plan is used to define all necessary projects to service development anticipated to occur to the full extent and level defined by the OCP and Infrastructure Master Plan. For the District of Clearwater, the build out approach to the derivation of DCCs represents the following difficulties and complications: "uncertainty of assistance programs from senior levels of government for road, water supply and sanitary sewer capital projects. = changes by senior government to the regulatory standards for water supply, wastewater treatment and disposal, etc. " preparation of capital cost estimates for projects that may be constructed 15 to 25 years in the future is, at the best of times, extremely difficult. The second time frame option described as being acceptable in the BPG is the revolving program approach. The revolving program is consistent with the OCP and Infrastructure Master Plan, but consists of only those capital projects which are necessary to service development that is expected to occur in a defined or specified time frame, i.e. a 5 or 10 year period. As compared to the build out approach, it is significantly more straightforward with the revolving program to derive a realistic design population for the DCC calculations. It is also more straightforward to accurately describe capital works requirements and cost estimates for a 5 to 10 year design population than a 25 year or longer time horizon. Uncertainty factors related to technology, and senior government policies and standards, become less of a concern with the shorter time horizon. In consultation with the District, the revolving program approach is the preferred option for the derivation of DCCs. A 10 year projection time frame has been utilized for the revolving program approach with population and development projections derived from the OCP. DEVELOPMENT COST CHARGE BYLAW NO. 127, 2014 2 DISTRICT OF CLEARWATER -- MARCH 2015 T2U -- CONSULTING 2.2 DCC Levy Format Development cost charges may be levied by a municipality on a municipal-wide basis or on an area specific (sector) basis. The BPG recommends that DCCs should be established on a municipal-wide basis unless there is a significant disparity between those who pay and the benefiting users. For the District of Clearwater, levying DCCs on a municipal-wide basis for roads and parks is applied, as all users benefit from parks and roads. For water and sanitary sewer, however, there are areas not serviced by sanitary sewer and water systems, and there is no plan to extend service to these areas within the 10-year horizon of this DCC. For this reason, water and sanitary sewer DCCs are applied on a specific sector basis. Figure 1 presents the water sector and Figure 2 presents the sanitary sewer sector. The District is not proposing to levy a DCC for storm drainage works, therefore no discussion of a benefitting area is warranted. 2.3 Assist Factors Section 933(2) of the Local Governance Act states that the purpose of DCCs is to provide funds to 'assist' local government to provide and improve parks and construct infrastructure. Accordingly, there is a requirement for municipalities to provide an assist factor in the derivation of DCCs. The assist factor: e may be set as low as 1%. e generally reflects Council's desire to encourage development and is therefore largely a political decision. e may be varied from time-to-time by Bylaw amendment to ensure that DCCs do not deter development. e may vary by components, for example 5% for sewers, 10% for roads, 25% for parks, etc. The Council of the District of Clearwater has reviewed the gross DCCs (before assist factor) as derived in the following Sections 4.0 to 7.0 and set assist factors for each DCC category as follows: « Water Supply - 1% « Sanitary Sewer - 1% » Roads - 1% # Parkland - 1% DEVELOPMENT COST CHARGE BYLAW No. 127, 2014 3 DISTRICT OF CLEARWATER -- MARCH 2015 TU - CONSULTING 3.0 Development Projections Consistent with the revolving program approach described in Section 2, the DCC calculations are derived on the basis of a 10-year population projection. The population projection is based on the housing demand as presented in the OCP summarized as follows: ; ; ; Total fo} The OCP describes an average of 2.3 persons per dwelling unit, but for the purposes of estimating the projected population, persons per dwelling unit were assumed to be 3 for detached/duplex and 2.2 for multi-family units and pre-manufactured homes. These rates are consistent with a population increase consisting primarily of families. Using the 10-year housing demand population (363 persons every 10 years), the following is the projected population for the DCC horizon: 2011Base| -- | 28331 2014 36.3 persons/yr 2440 2023 36.3 persons/yr 2803 The District's OCP estimates that new residential development will comprise the following on a density basis: « Low Density (detached/duplex) 74% « Medium Density (multi-family units and pre-manufactured homes) 26% The OCP doesn't anticipate high density new residential development in the DCC timeframe, so it isn't included in the population projection calculations, but DCCs have been calculated for high density development. The following table presents the percentage of new development population compared to the existing population as of 2014. This is used to apportion DCC recoverable project costs, i.e. 138% of the projected population in 2023 is estimated to be new development population. The population breakdown for the DCC horizon is as follows: DEVELOPMENT COST CHARGE BYLAW No. 127, 2014 TUE 4 DISTRICT OF CLEARWATER -- MARCH 2015 T2U -- CONSULTING Total Existing Nay Existing |New Development Year ; ; Development ; ; Population Population Population %} Population % Population 2014 Base| 2440 2a0 | | 100% For non-residential development projections, i.e. commercial, industrial and institutional land uses, building permits from 2009 to 2014 were reviewed. During that 5 year period, there was approximately 2,500m? total of new commercial development and approximately 1,500m? total of new industrial development. There wasn't any new institutional development in this period, but a value of 1,000m? is assumed for future development projections based on other DCC bylaws in the southern interior of British Columbia. From this data, non-residential development by land use for the 10-year DCC horizon is anticipated to comprise: Industrial 3,000 Institutional 1,000 DEVELOPMENT COST CHARGE BYLAW No. 127, 2014 TUE 5 DISTRICT OF CLEARWATER -- MARCH 2015 T2U -- CONSULTING 4.0 Water Supply The Master Infrastructure Plan completed in 2013 for the District of Clearwater includes water supply projects planned for a 25-year period. The design population from the Master Infrastructure Plan is 3665. This information is used to estimate DCCs for the 10-year projected population. The Master Infrastructure Plan states the maximum day demand (MDD) in 2013 was 6,000 m°/d and is expected to increase to 8,000 m?/d by 2037, with a moderate conservation strategy. To accommodate the increase in MDD, as well as maintain the existing water infrastructure, the following water supply projects are planned to be constructed by 2037 according to the Master Infrastructure Plan: « Water Supply Well 1 UV and Chlorination System ($2,863,000) The District currently has three water sources, Russell Creek water system, Well #1, and Well #2. To both maintain existing capacity and increase capacity, the Master Infrastructure Plan recommends replacing Well #1 and adding UV and chlorination; and keeping Russell Creek and Well #2 as backup sources. The estimated cost referenced in the Master Infrastructure Plan is $2,833,000. This project may be funded partially by grants in the future, but the BPG recommends not including grants until they are approved, so the estimated cost to the District has not been adjusted. The DCC bylaw can be amended if grant funding is approved. e Water Supply Main Upgrading ($1,940,000) The District's Master Infrastructure Plan includes a series of water supply main upgrading projects which have the objective of improving the hydraulic efficiency of the District's water distribution system and thereby increasing the capacity available from the District's existing water supply sources. The project will also significantly increase available fire flow throughout the central and western service sectors of the water system. The capital cost estimates for the three water supply main upgrading projects from the Infrastructure Master Plan are: = 300mm from Well #1 to Hwy 5 ($900,000) * 300mm from Hwy 5 to Eden Rd. connection ($460,000) = 300mm from Eden Rd. to Archibald Rd. ($580,000) The net DCC recoverable amount for the water supply projects to benefit the DCC horizon population of 363 are summarized in the following table and illustrated in Figure 3. DEVELOPMENT COST CHARGE BYLAW No. 127, 2014 TUE 6 DISTRICT OF CLEARWATER -- MARCH 2015 TU -- CONSULTING TABLE 4-1 -- WATER SUPPLY PROJECTS . Total Tota Cost per DCC Horizon Benefit to New Project Estimated Design . Population . Capita Development Cost Population Increase Water supply well #1 replacement w/ UV and chlorination $2,863,000 3665 $781 363 $283,566 300mm from Well #1 to Hwy 5 $900,000 3665 $246 $89,141 300mm from Hwy 5 to Eden Rd. $460,000 3665 $126 $45,561 connection 300mm from Eden Rad. to Archibald Rad. $580,000 3665 $158 $57,446 Total $475,713 Municipal Assist Factor (1%) $4,757 DCC Recoverable $470,956 (minus) CEC Reserves $39,222 Net DCC Recoverable $431 ,734 The BPG describes a water DCC calculation methodology based on equivalent population. The design basis for required water supply projects is maximum day demand therefore the equivalent population method considers the maximum day water demand of each land use category. Equivalent population criteria used for each land use category are summarized as follows: « for low and medium density residential, the population per unit as presented in Section 3.0 (i.e. low at 3.0 persons per unit and medium density at 2.2 persons per unit) are used as the equivalent population. « for high density residential, the population per unit is derived from the BPG as 1.7 persons per unit. « for commercial and institutional land use, equivalent populations as presented in the BPG (i.e. commercial at 0.009/m? and institutional at 0.011/ m?) are utilized. « for industrial population equivalents, the BPG suggests a value of 45 people per hectare of industrial development area, which is 0.0045 persons per square metre of site. Assuming a 50% development density gives 0.009 persons per square metre of floor area used on the DCC calculations, or the same as commercial. The water DCC calculations utilizing the population equivalent method and the preceding per unit population equivalents are presented in the following table. DEVELOPMENT COST CHARGE BYLAW No. 127, 2014 7 DISTRICT OF CLEARWATER -- MARCH 2015 TU -- CONSULTING TABLE 4-2 -- WATER DCC CALCULATIONS Part A- Equivalent population calculation Land Use Est. New Units Equivalent Total Equivalent Development Population Population Medium Density Residential dwelling Part B - Unit DCC calculation Net DCC recoverable from Table 4.1 $431,734 (divided by) total equivalent population = DCC per capita $968.01 Part C - Resulting DCCs Low Density Residential $2,904 __ |per dwelling unit Medium Density Residential $2,130 -- |per dwelling unit High Density Residential $1,646 --_|per dwelling unit DEVELOPMENT COST CHARGE BYLAW No. 127, 2014 TUE 8 DISTRICT OF CLEARWATER -- MARCH 2015 TU - CONSULTING 5.0 Sanitary Sewer The Master Infrastructure Plan (Urban Systems Ltd. 2013) presents a phased expansion plan for the District's wastewater treatment infrastructure covering a 25 year projection period. Within the timeframe of this DCC Bylaw, anticipated system upgrading that will be constructed consistent with the Master Infrastructure Plan comprises: » Headworks comprising screen and washer compactor and enclosure building; « Upgrading of Cell No. 1 to an aerated lagoon and construction of additional rapid infiltration basins. The Master Infrastructure Plan states the average sanitary sewage flow per capita is 0.373 m%/capita/day. For the DCC horizon population of 363 people, 90% are assumed to be within the sanitary sewer benefitting area. The increase in utilized sanitary sewer capacity is therefore 90% x 363 x 0.373 m%/capita/day, which is 122 m°/day. Sanitary sewer projects included in the DCC program are described in more detail in sections following. Projects involving upgrading of the wastewater treatment system are derived from the Master Infrastructure Plan and the Lift Station Standby Power projects from District staff input and comment. = Wastewater Treatment Plant Headworks ($483,000) Consistent with the Infrastructure Master Plan, the headworks facility would comprise a screen, washer compactor for screened solids and appurtenances. The facility will remove inorganic solids which would otherwise settle out in the treatment cell consuming treatment capacity. Screening will enhance the reuse options for sludge that will have to be removed from the treatment cells on a periodic basis. As shown in Figure 4, the proposed headworks facility is located at the northwest corner of Cell No. 1 and would accept flow from the current sewered area via the existing 150mm inverted siphon and by gravity from a future trunk sewer servicing extension areas to the west including the Dutch Lake area. The project also includes a gravity sewer from the screening facility to the existing inlet to existing aerated lagoon Cell No. 2. As presented in the Infrastructure Master Plan, the design capacity of the system is 1300m°/day. For the DCC horizon, new development would utilize 122m°%/day or 9.4% of the design capacity. A capital cost estimate for the facility totaling $483,000 is contained in Appendix B. The amount apportioned to new development to the DCC population horizon is $45,400. DEVELOPMENT COST CHARGE BYLAW No. 127, 2014 9 DISTRICT OF CLEARWATER -- MARCH 2015 T2U -- CONSULTING « Lift Station Standby Power ($105,000) Standby power at the District's existing sewage lift stations; Eden Road, Hospital and Egram Homes; has been identified as a deficiency associated with expanding service to new development. Standby power in the form of diesel or propane fuelled generators is proposed to be provided at all three lift stations. The estimated capital cost is $35,000 per site for a total project cost of $105,000. The lift station standby power project will benefit the current sewer service area (existing maximum month sewage flow of 260m°/day from the Infrastructure Master Plan) and new development anticipated in the DCC horizon (estimated sewage flow of 122m%/day). The apportionment to new development based on flow is 31.9% or $33,500. = Convert Cell No. 1 to an Aerated Treatment Lagoon and add Rapid Infiltration (Rl) Capacity ($1,015,000) From the Infrastructure Master Plan, increased treatment and disposal system capacity is recommended to be provided by converting existing lagoon Cell No. 1 to an aerated cell and constructing additional rapid infiltration cells including a dosing lift station. The conversion of existing Cell No. 1 to an aerated cell would first require removal of accumulated sludge. The cell would be lined and equipped with an aeration system supplied from the existing blower building. From the Infrastructure Master Plan, the project cost estimate totaling $1,015,000 is presented in Appendix B. The system capacity to be provided is 600m°/day of which the 122m°/day of flow attributed to the DCC horizon population is 20.3%. The capital cost apportioned to new development is therefore $206,000. The net DCC recoverable amount for the sanitary sewer supply projects to benefit the DCC horizon population of 363 are summarized in the following table and illustrated in Figure 4. TABLE 5-1 -- SANITARY SEWER PROJECTS New Percent Total Total ; Project Estimated | Capacity Development Apportioned to | Benefit to New Cost (m°/day) Capacity New Development y Required | Development Convert Cell 1 and add Ricapacity| $1,015,000| 600 | 122 | 20.3% | $206,000 Total $284,900 Municipal Assist Factor (1%) $2,849 DCC Recoverable $282,051 (minus) CEC Reserves $34,308 Net DCC Recoverable $247,743 DEVELOPMENT COST CHARGE BYLAW No. 127, 2014 10 DISTRICT OF CLEARWATER -- MARCH 2015 TU -- CONSULTING The BPG for DCCs describes a sanitary sewer equivalent population method. Equivalent population criteria used for each land use category are summarized as follows: « for low and medium density residential, the population per unit as presented in Section 3.0 (i.e. low density at 3.0 persons per unit and medium density at 2.2 persons per unit) are used as the equivalent population. « for high density residential, the population per unit follows the BPG as 1.7 persons per unit. « for commercial and institutional land use, equivalent populations as presented in the BPG (i.e. commercial at 0.013/m? and institutional at 0.011/m?) are utilized. « for industrial population equivalents, the BPG suggests a value of 64.3 people per hectare of industrial development area, which is 0.00643 persons per square metre of site. Assuming 50% site coverage by buildings gives 0.013 persons per square metre of floor area which is used for the DCC calculations. The sanitary sewer DCC calculations utilizing the population equivalent method and the preceding per unit population equivalents are presented in the following table. DEVELOPMENT COST CHARGE BYLAW No. 127, 2014 11 DISTRICT OF CLEARWATER -- MARCH 2015 T2U -- CONSULTING TABLE 5-2 -- SANITARY SEWER DCC CALCULATIONS Part A- Equivalent population calculation Low Densiy Residential | 95 | wating | 30 | ~----se----| Figh Densiy Residential | 0 | dweing | 17 | 0 _| Part B - Unit DCC calculation Part C - Resulting DCCs DEVELOPMENT COST CHARGE BYLAW NO. 127, 2014 TUE 12 DISTRICT OF CLEARWATER -- MARCH 2015 = TRUE) 6.0 Municipal Roads Municipal road projects which are planned to be constructed during the DCC horizon have been identified on the basis of the Districts OCP Bylaw #111, and consultation with District staff. Following the municipal road projects are briefly described: « Project #1: Construct south half of Murtle Crescent (east of Murtle Road) to an Urban Standard ($195,000) In 2014, a commercial development was constructed fronting on Murtle Crescent west of Helmcken Road. The developer was responsible for constructing the north half of Murtle Crescent and the District, the south half. The scope of the District's south half comprised: - half of the 10.8m wide pavement surface - standard curb and gutter - storm drainage system for south half calculated as 50% of storm drainage system cost - Street lighting for south half calculated as 50% of street lighting cost - 3.0m asphalt multipath As commercial development fronting on Murtle Crescent expands west, it is anticipated that the District will be responsible for the costs of the south half of the street. It is assumed that the scope will be the same as described above for the 2014 phase. The segment of Murtle Crescent is illustrated in Figure 5 and has an estimated cost of $195,000 as presented in Appendix B. « Project #2: Construct south half of Murtle Crescent between Helmcken and Park Drive to Urban Standards ($95,000) The project is similar to Project No. 1 in that it is assumed that new development would be responsible for construction of the north half of Murtle Crescent and the District responsible for the south half. The scope of work on the south half would be as described for the Project No. 1 segment. « Project #3: Reconstruction of Murtle Crescent east of Park Drive to an Urban Collector Standard ($210,000) This segment of Murtle Crescent provides access to the secondary school, Rotary Park and the Sportsplex. Accordingly this segment of Murtle Crescent has been identified as a high priority for reconstruction to provide a 10.3m pavement surface and facilities for pedestrians and bicycles. The roadway standard would be a continuation of the standard for Murtle Crescent west of Park Drive, i.e.: - 1.5m concrete sidewalk on north side - 10.3m pavement surface with standard curb and gutter on south side - 3m wide asphalt multipath DEVELOPMENT COST CHARGE BYLAW No. 127, 2014 TUE 13 DISTRICT OF CLEARWATER -- MARCH 2015 T2U -- CONSULTING - street lighting and storm drainage On the school property, there is a turnaround loop for traffic on Murtle Crescent. The proposed reconstruction of Murtle Crescent would tie into this existing turnaround loop. « Projects #4, 5, and 6: Upgrade Park Drive ($715,000) Within the horizon population of this DCC bylaw, properties on the north side of Park Drive are anticipated to be developed for residential land uses. As shown on Figure 5, Park Drive has been divided into 3 segments (Projects 4, 5, and 6) with each being the frontage of land parcels anticipated to be developed. The pavement surface of Park Drive east of Robson to Evergreen Place is in good condition averaging 8.5m in width. As development proceeds it is therefore assumed that new development would be responsible for the north half of the road upgrading to urban standards and the District, the south half comprising: - standard curb and gutter - 3m wide asphalt surface multipath - storm drainage - asphalt infill to existing edge of pavement (assume 1m wide) Capital cost estimates are contained in Appendix B for each segment of Park Drive illustrated in Figure 5. The capital cost estimates are summarized as follows. Project 4 -- Segment Fronting DL 3852 $250,000 Project 5 -- Segment Fronting Lot A Plan 24061 $175,000 Project 6 -- Segment East of Robson $290,000 « Project #7: Reconstruct Robson Street ($925,000) To the DCC horizon, it is anticipated that Robson Street connecting Murtle Road to Park Drive will be reconstructed to an urban standard. Presently, the road is in poor condition, with aging infrastructure. There are no sidewalks, drainage facilities, nor street lighting. The District has identified this road as a major community access route, consistent with Bylaw 111 and the OCP. The reconstructed road represents a total of 470m of new road construction. For cost estimation purposes, it is assumed the District would construct an urban residential road standard comprising 10m of pavement surface, curb and gutter, and sidewalk. On this basis the estimated project cost is $925,000 as presented in Appendix B. « Project #8: Reconstruct Murtle Road - Robson to Village Road ($495,000) A short to mid-term objective is the provision of an upgraded collector road link between Highway 5 and Clearwater Village Road. With upgrading of Park Drive in 2013 concurrent with the H5 roundabout construction and planned reconstruction of Robson Street (Project #7), the remaining segment is Murtle Road as illustrated in Figure 5. DEVELOPMENT COST CHARGE BYLAW No. 127, 2014 TUE 14 DISTRICT OF CLEARWATER -- MARCH 2015 TU -- CONSULTING As with Robson Street, Murtle Road is in poor condition. There are no sidewalks, curb and gutter or street lighting on Murtle Road. For cost estimation purposes, it is assumed the District would construct an urban residential road standard comprising 10m of pavement surface, curb and gutter, sidewalk and street lighting. On this basis, the estimated project cost is $495,000 as presented in Appendix B. For purposes of DCC allocations, the municipal road projects are considered to be of general benefit. The allocation of benefit to new development is therefore calculated on a population ratio basis according to Section 3.0. The following Table 6-1 and Figure 5 summarize road projects and calculate the DCC recoverable cost. TABLE 6-1 - MUNICIPAL ROAD PROJECTS Percent Total District |Apportioned to| Benefit to New Project Estimated istic P Share New Development Cost Development Project #1 Murtle Crescent $195,000 | $169,650 $25,350 Project #2 Murtle Crescent $95,000 | $82,650 $12,350 Project #3 Murtle Crescent $210,000 | $182,700 $27,300 Project #4 Park Drive $250,000 | $217,500 $32,500 Project #5 Park Drive $175,000 | $152,250 $22,750 Project #6 Park Drive $290,000 | $252,300 $37,700 Project #7 Robson Street $925,000 | $804,750 $120,250 Project #8 Murtle Road $495,000 | $430,650 $64,350 Total $342,550 Municipal Assist Factor (1%) $3,426 DCC Recoverable $339,124 (minus) CEC Reserves $0 Net DCC Recoverable $339,124 The Development Cost Charge Best Practices guide suggests calculation of DCCs on the basis of afternoon (PM) peak hour trip generation for each land use as contained in the Institute of Transportation Engineers (ITE) manual titled "Trip Generation". Utilizing this approach, the Best Practices Guide provides the following peak afternoon trip generation criteria for DCC apportionment by land use: = low density residential 1.02/unit =" medium density residential 0.66/unit DEVELOPMENT COST CHARGE BYLAW NO. 127, 2014 TUE 15 DISTRICT OF CLEARWATER -- MARCH 2015 TU - CONSULTING « high density residential 0.62/unit = commercial 0.014/m? of gross floor area « industrial 0.0055/m? of gross floor area « -- institutional 0.018/m? of gross floor area Applying these trip generation criteria to estimated new development as presented in Section 3.0 results trip end totals by land use category presented in Table 6.2. The BPG trip generation criteria would as shown in the above table result in 46% of DCC recoverable costs being apportioned to non-residential land uses. This apportionment is inconsistent with the road program recognizing that the majority of proposed road projects are intended to provide upgraded service to primarily residential development areas. On the basis of the preceding, non-residential Road DCCs have been calculated on the basis of trip generation criteria at 50% of the values presented in the Best Practices Guide. This approach is considered to more accurately reflect the road benefit of new non-residential development. Road DCC calculations are presented in the following table. DEVELOPMENT COST CHARGE BYLAW No. 127, 2014 16 DISTRICT OF CLEARWATER -- MARCH 2015 TU - CONSULTING TABLE 6-2 - ROAD DCC CALCULATIONS Trip End Totals as per BPG Development Generation Low Density Residential | 96 | _aweling | 102 | 98 Medium Density Residential| 34 ___|_dweling | oes | 22 High Density Residential | 0 _|_aweling | 062 | 0 _ Part A- Traffic generation calculation using non-residential rates at 50% of BPG Low Density Residential | 96 | _aweling | 102 | 98 Medium Density Residential] __34_|_aweling | os | 22 High Density Residential | 0 | _aweling | oe | 0 Industrial | 3,000 _|m*oorareal 0.008 | 8 Institutional | 1,000 _|m*tloorareal o.oo | og Part B - Unit DCC calculation Part C - Resulting DCCs DEVELOPMENT COST CHARGE BYLAW NO. 127, 2014 TUE 17 DISTRICT OF CLEARWATER -- MARCH 2015 = 7.0 Parkland Acquisition and Improvement Projects From discussions with District staff, the consensus of opinion is that the District has adequate parkland to accommodate the DCC horizon population. Accordingly, parks related DCCs do not include any provisions for land acquisition but instead focus on improvement projects. The BPG provides guidelines as to park improvements that are eligible for DCCs and presents some examples of non-eligible projects. Projects that are DCC eligible include fencing, landscaping, drainage and irrigation, trails, restrooms, changing rooms, and playground equipment. Examples of non-eligible projects referenced in the guide include access roads, parking lots, basketball and tennis courts, ball diamonds, and lighting systems. Recognizing eligible projects as presented in the BPG, park improvement projects to be included in the DCC program were identified in consultation with District staff. The projects are briefly described following and are illustrated in Figure 6. Capital cost estimates for all of the projects are contained in Appendix B. e Project #1 -- Natural Multi-Path; Dr. Helmcken Hospital ($113,000) The proposed natural path (crush gravel finished surface 3m in width) is located around the perimeter of the hospital site as shown in Figure 6. The pathway would be for the most part located at the top of the slope thereby providing views of the "Flats" and the North Thompson River. A chain link fence, to be located on the slope side of the path for safety, is provided for in the capital cost estimate. The location of the Dr. Helmcken Hospital Site Path is conceptual and would be finalized in the course of the project design, as illustrated in Figure 6. e Project #2 -- Washroom Facilities; Weyerhaeuser Pioneer Park ($89,000) The proposed washroom building would measure 2.4m by 6.0m and contain male and female washrooms and an internal utility room. The project cost of $89,000 includes provisions for water, sanitary sewer and electrical services. e Project #3 -- Park Building/Pavilion at Dutch Lake Park ($500,000) The proposed park building at Dutch Lake Park is consistent with the conceptual plan for the park as prepared by Stantec in 2008. As per the Stantec plan, the proposed Park Building/Pavilion would contain washrooms, change rooms, and a multipurpose space. Construction of the Park Building at Dutch Lake would have to follow the extension of the District sanitary sewer systems into the Dutch Lake area. For purposes of DCC allocations, the parkland projects are considered to be of general benefit. The allocation of benefit to new development is therefore calculated on a population ratio basis according to Section 3.0. The following table and Figure 6 summarize parkland projects and calculate the DCC recoverable cost. DEVELOPMENT COST CHARGE BYLAW NO. 127, 2014 TUE 18 DISTRICT OF CLEARWATER -- MARCH 2015 TU -- CONSULTING TABLE 7-1 - PARKLAND PROJECTS Percent Total District tioned to| Benefit to N Project Estimated istrict |Apportioned to| Benefit to New Share New Development Cost Development Natural path at Dr. Helmcken $113,000 $98,310 13% $14,690 Memorial Hospital Washroom facilities at ; $89,000 $77,430 13% $11,570 Weyerhaeuser Pioneer Park Park building/pavilion at Dutch $500,000 | $435,000 13% $65,000 Lake Park Total $91,260 Municipal Assist Factor (1%) $913 DCC Recoverable $90,347 (minus) CEC Reserves $0 Net DCC Recoverable $90,347 Consistent with the Best Practices Guide, calculation of parks DCCs is done on an equivalent population method based on persons per unit for various residential land uses as presented in Section 3.0. Parkland DCCs are calculated in the following table utilizing the equivalent population method. Consistent with the BPG, parkland DCCs are not applicable to Commercial, Industrial, and Institutional land uses. DEVELOPMENT COST CHARGE BYLAW NO. 127, 2014 TUE 19 DISTRICT OF CLEARWATER -- MARCH 2015 T2U -- CONSULTING TABLE 7-2 - PARKLAND DCC CALCULATIONS Part A- Equivalent population calculation Land Use Est. New Units Equivalent Total Equivalent Development Population Population Medium Density Residential dwelling Part B - Unit DCC calculation Net DCC recoverable from Table 7.1 $90,347 (divided by) total equivalent population = DCC per capita $248.89 Part C - Resulting DCCs Low Density Residential $747 per dwelling unit Medium Density Residential $548 per dwelling unit High Density Residential $423 per dwelling unit DEVELOPMENT COST CHARGE BYLAW NO. 127, 2014 TUE 20 DISTRICT OF CLEARWATER -- MARCH 2015 TU - CONSULTING 8.0 Summary As described in Section 2.0, this technical support document for the District of Clearwater Development Cost Charge Bylaw No. 127 has been prepared on the basis of a revolving program approach with the time frame established as 10 years (to year 2023). Consistent with the OCP (Bylaw No. 93, 2012) the District of Clearwater population is projected to increase by 363 people by year 2023. New development is anticipated to comprise: , Total fo} Development Cost Charges are derived herein for: Section4.0 - Water Supply Section5.0_ - Sanitary Sewers Section6.0_ - Roads Section7.0_ - Parkland The following table summarizes DCCs with the assist factors included as presented in Section 2.3 of 1% for all infrastructure categories. TABLE 8-1 - SUMMARY OF DCCS Low Density Residential dwelling unit | $2,904 | $1,555 | $2,004 | $747 $7,210 Medium Density Residential |dwelling unit | $2,130 | $1,140 | $1,297 | $548 $5,115 High Density Residential dwelling unit | $1,646 | $881 $1,218 | $423 $4,168 DEVELOPMENT COST CHARGE BYLAW NO. 127, 2014 TUE 21 DISTRICT OF CLEARWATER -- MARCH 2015 TU - CONSULTING APPENDIX A Figures (ot (a | | ~~ an | WATER DEVELOPMENT A ot \iEt lt | EAN COST CHARGE AREA 7 r L = | ° Tr | J | L37 ¢* cP in 0 200 500 1000m | Ko| PA a eT mu | et _ beh TELL a | ee By) - atte | abla Net ta ; TES . AY Se Se pony | pe \ DISTRICT OF Tt \ eee ine yg as ele Ee a N a CLEARWATER co | aoe ; pF eZ ES vex wa NH \X [ee eee Ne Tress. cl Ah et _ wk \ = ESI \ in i CLEARWATER Ls toe S BOUNDARY \ sail | LB ) / --_ Y=? SN ---- 3 DESIGN BY: EW Ey SN District of Clearwater T2U= ce cE STRICT OF CLEARWMIER Development Cost Charge Area erTaMTINe KEY PLAN For Water | SCALE 1:125,000 j OT _-- ee -- | -- neti : | SANITARY DEVELOPMENT fs yj pp A | EN COST CHARGE AREA --_---- pee cau | 4a BOUNDARY | ie eae tah ae ! Gan VAS oc (7 Fy Wa IX mle | | 0 200 500 1000m was 7 cae Le = wes << | . men 4--| [| ma ELI aD 4 He a Sse \ > aie a _ = ake A AIEN | DBS< | eet al) Gee Ska | ESS, J, Ate XS é ey | DISTRICT OF a) Fil L | mi CLEARWATER ia a VE / BOUNDARY | Ally | _ <| | i Tk --y Va fo NX we --$--$--$------ + ----_,___ |. ry ft} } LIMIT OF VIEW ABOVE £eN t . . Hew LIN i) District of Clearwater T2U= xe ont = SSTRIGT OF CLEARWATER Development Cost Charge Area a KEY PLAN For Sanitary Sewer nee | | SCALE 1:125,000 ; < fo es | == LA - RAN Betas | 5A : cX RO Eee eet=a | Jf? 7 Zari eaiiiTaNS Motu eA . BL A 7 C [| ) [| /. ad PROJECT #3 =I | ee « 4 G7 Si MD WATER SUPPLY WELL NO. 1 Ky ee \ aL Ii] || Is XK | 4. \ SSI, FE_--{PROPOSED REPLACEMENT UV & WA an -- LPS = RX a=4 | S \S "Nye Lutoninarion PROJECT SN stl R SYSTE i » 4 SS mee Co a eee a Eee PEL pony | BE Coe Et RON | ean ATT OU LAG pa] Siri] | at HERA = ery ~ LZ "Be ie | ; ! . . __--* , COW an - MKS DISTRICT OF | [| ' \ lr 5 | EN ing DISTRICT OF CLEARWATER fe) /- aac ---- Ld, - ge : 0 100 200 300m HY AL} LIMIT OF os Keen [oeseney ew | ee VIEW ABOVE PRA District of Clearwater jsoas: 12000 & EE A STOIGT OF CLEARWATER L111 Development Cost Charge Projects aw wef KEY PLAN For Water Fig 3 : SCALE 1:125,000 345-401 c ==n5 ~ a BOUNDARY ANH co ~|__Th oo [ A byte) ey 4 SANITARY DEVELOPMENT | Yn / LIMIT OF VIEW ABOVE PN || = a Eee NOY Lo \ Num Sorts og ee DISTRICT OF CLEARWATER {> S| . | KEY PLAN li &» _. y a L | = _--L_|_seenn ° AH | tly =) a | i | BS = Led FER ) Phat de | en 77 SX <> o S| OT bUToH LAKE / SI I YELLOWHEAD HIGHWAY No.5 L on --T7 *& Lo | WOREBEY RG a AK, ane EXISTING SANITARY b ; Sr is re = COLLECTION SYSTEM ADD STANDBY : "A. Lee Wt ; (CRESS SE =e) roms WA \ a fre SPEARS | = eer ' VOSS A (Or Hee KON fren es scons be nal fy LEZ OQ AG [ESS ee SS f. rooms oe FETS ORES 1 ' POY ane \ a LA / me 1) | vVAwE FY AAG oA VS PEPE 4 A Root Sef (Rese P eee | RE NEW HEADWORKS of 1 ee?! eS e aoe 8 SCREENING FACILITY TU J ri Be (eee | - Dy See ~ (] EX. 1500 SIPHON 7 ont j ' SEWAGE FUTURE ! -- { - J mm AES TREATMENT 2 GRAVITY fj CONVERT CELL 1 _e ta a) 3 TRUNK a / |T0 AERATION BASIN Li! % LSS INSET SEWER ly \_ isp sranoy 7 é Kim i ~-- a ADD i 1 POWER alt oie ---- SEWER See anacianKanowar eas Susie SeTONE 0 100 200 300m | [ Eee | J \ (> District of Clearwater _ eee: 3 ay INSET Development Cost Charge Projects T?U= a an INSET p " g J CONSULTING ; : <7 -- SCALE 1:5,000 For Sanitary Sewer oe |e an : dS = 5 es | a TI BH ee Ce Ep le SASAAAEAEIL aye Perea dod | aeen DUTCH LAKE (_, S orcruoe Seu a | YELLOWHEAD HIGHWAY No.5 UPGRADE SOUTH HALF NOREBEY RG wie as TO URBAN STANDARD \\E PROJECT #3 _------_--__--1 WA S = lf TO URBAN STANDARD URBAN STANDARD i ks TO URBAN STANDARD ry) : PROJECT HS : A 2 SI 7 OS [Ea Dre | \ SO Fede efi gn 6 a AN eA S of S Es Ss \ PARK DRIVE a 5 ~ 7 \S 42/4 Fa CE Se i eer ee \_ 7 o | A y %, Po a ie Mato ZA fe ee a S A> % = oe, TO URBAN STANDARD | a 1 esis LS Ay reece RD TO URBAN STANDARD ye B: |_| ; |e -- : Lo - o> allan are : [ _ DISTRICT OF CLEARWATER Bit ba a Bb IZ Ley : if Fe oe L RTIONAL RAILWAY 5 | Sy ET SEV B® 0 50100 150m ~ Y\ If LIMIT OF are | ey) LIN Nd District of Clearwater T2U=8 Ez Tre DISTRICT OF CLEARWATER Development Cost Charge Projects SeNEITRTING ; KEY PLAN For Roads oe | SCALE 1:125,000 : dS | | es | 4 ey eC a || || HYDRO ROAD © Ep UIT : CONSTRUCT WASHROOMS OOD_ROAD o | |) eS ot ET | b> LU DUTCH LAKE Jig A = IU HIGHWAY LL an in OO AHI NOREBEY RQ CONSTRUCT PARK BUILDING / % Grex | é I Z 5 g i) SN 7 Fes Sela : af | | , TL : " 4 Ue (BEERS EL rt mmm |, a | bs . ; SS FE it EOS -- put BE ' fir A ES oa ap rc a \e q LOY Ef, \ re i, DR. HELMCKEN & ee HE Loe FEE ER LAN 3 my Su eae ACES DISTRICT OF CLEARWATER =aae | oe oo AEs "SS |Z il} NOR 7 qua aw ore = ~ \/ \ (EN aq) NATIONAL RAILWAY. 2 ADSwrey a 4 __ Ng in 0 50100 150m 5 Ey LIN, NG District of Clearwater T2U= So DISTRIGT OF CLEARWATER . Development Cost Charge Projects CONSUETING | Eg KEY PLAN For Parklands wor | SCALE 1:125,000 : APPENDIX B Cost Estimates TRUE TABLE OF CONTENTS CAPITAL COST ESTIMATE Development Cost Charge Projects District of Clearwater Project Name Page Water Project #1: Water Supply Well #1 Replacement with UV and Chlorination..................::ccee 2 Project #2: 300mm from Well #1 to HWy 5.............:cececcee eee ee eens eee ee este eeetetetetsetsetetteeeteeeees 4 Project #2: 300mm from Hwy 5 to Eden Rd. Connection..............:.::ceeceeeeeeeeeeeeeteeeteteeteetteeee 6 Project #4: 300mm from Eden Rd. to Archibald Rd................:c:cceeseeeeeeeeeeeteeetettetetetteteeeeeee 8 Sanitary Sewer Project #1: New Headworks/Screening Facility.............0.:cceceeeeeeeeeeeeteeeeeetteetttetteteeeeeee 10 Project #2: Standby POWE?.............c0cccceeeeeeeeee eee eceee ee eeaeeeeeeeaeeeeeeteteeeeteeeeseeseteestetetersetereee 2 Project #3: Convert Cell 1 and Add RI capacity.................ccccccceceeeeeeeeeeeeeeseeeeeeeteteteseesseeeeee 1D Municipal Roads Project #1: Murtle CresSCent..............0ccccceececec eee ec cece eeeeeeee cesses seseeeeesseesstesssssstsitetstistssssses 14 Project #2: Murtle CresSCent..............ccccceccec ee eee eee e eset ee eeeeeeeeseeeeeeeeeeesseeetesseetsssesetetestesesees 16 Project #3: Murtle CresSCent..............ccccceccec ec eee ec ee eee eeseeeeeeeseseeeeesestesseestetetsiestseeteteeeeseees 18 Project #4: Park Drive..............cccccceceeee eee e eee ee eee eeee eee ee cesses eseeeeaeaeeeeeeeseeeeeetetetssssssetasteteeees OO Project #5: Park Drive..............cccccceceeee eee e cee eee eae eeee ee eeeeeeeeeseeaeeeeeeeesseeeeeessteeesssstetaeteteeees 22 Project #6: Park DIrive...............cccccecee ee eee eee c eee e eee eeeeeeeeeeeeaeeeseeaseeeeeeseseeeeeesstetssssssetsstetesses OF Project #7: RODSON Street............ 0c. ccc eec eee c cece ee eee eens eeeee ee eeeeeeeeeeeeeeeeseeeeesestetsstetetessessstsses 20 Project #8: Murtle [email protected] cece cece cee eee eee e eens ee eceeeeeeeeeeseseeesesatatesssesstatetetseetssssetes OO Parks Project #1: Natural Path at Dr. Helmcken Memorial Hospital...................0::ececeeeeeeeeeeeeeeeeeeeeees BO Project #2: Washroom Facilities at Weyerhaeuser Pioneer Park................::eceeeeeeeeeetteeeeeeeeeee OT Project #3: Park Building/Pavilion at Dutch Lake Park.................ccccccccceeeeeeeeeeeeeeseeeeeteeeseeees OO Page 1 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Water Project #1: Water Supply Well #1 Replacement with UV Last Updated: March 2013 and Chlorination Prepared By: Urban Systems, Kamloops, B.C. District of Clearwater: Infrastructure Master Plan Description: Reference Number: 2863.0006.02 - Replacement of Well #1 to increase the system capacity - Addition of UV and chlorination for treatment a Est. . 3 Dw Item Description : Unit Unit Price Cost Quantity A - Water Source Al Water source 1.1 Sitework & fencing $20,000 1.2 New well (including exploratory borehole) $440,000 1.3 Decomission well #1 $10,000 1.4 Power supply - 1.5 Piping - intake building to WTP 100 ™m $300 $30,000 1.6 Standby power $100,000 Sub-total $600,000 B - Treatment_and Disinfection B1 Treatment and disinfection 1.1 Building 100 m? $3,000 $300,000 1.2 Demolition - existing building $25,000 1.3 Process piping $200,000 1.4 Valves & fittings $100,000 1.5 UV disinfection (sized for 115 L/s) $200,000 1.6 Sodium hypochlorite system $75,000 1.7 Electrical/controls $250,000 1.8 Flowmeter & instrumentation $30,000 1.9 Eyewash/shower $10,000 1.10 CT chamber (4-log) & wet well 35 =m $2,000 $70,000 1.11. Pumping $75,000 1.12 Process residual disposal $10,000 Sub-total $1,345,000 Page 2 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Water Project #1: Water Supply Well #1 Replacement with UV Last Updated: March 2013 and Chlorination Prepared By: Urban Systems, Kamloops, B.C. District of Clearwater: Infrastructure Master Plan Description: Reference Number: 2863.0006.02 - Replacement of Well #1 to increase the system capacity - Addition of UV and chlorination for treatment a: Est. : De: Item Description : Unit Unit Price Cost Quantity C - General C1 Mobilization/demobilization $15,000 C2 Insurance & bonding $50,000 Sub-total $65,000 Sub-total (Parts Ato C) $2,010,000 D - Contingencies & Engineering D1 Environmental assessment $250,000 D2 Contingencies & Engineering @ 30% $603,000 Sub-total (Part D) $853,000 TOTAL (c/w rounding) $2,863,000 Cost Estimate Notes - This cost estimate is from the District of Clearwater: Infrastructure Master Plan, prepared by Urban Systems Ltd. in March 2013 - This estimate represents a Class 'C' estimate Page 3 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Water Project #2: 300mm from Well #1 to Hwy 5 Last Updated: March 2013 Prepared By: Urban Systems, Kamloops, B.C. District of Clearwater: Infrastructure Master Plan Description: Reference Number: 2863.0006.02 - Water supply main upgrading from Well #1 to Highway 5 to increase capacity available from the District's existing water supply a: Est. : De: Item Description : Unit Unit Price Cost Quantity A_- General Al Mobilization/insurance $26,000 Sub-total $26,000 B - Removals B1 Asphalt removal 3,090 mz? $6 $18,540 Sub-total $18,540 C - Water Infrastructure C1 Water pipe 1.1 300 PVC pipe 1,110 m $200 $222,000 C2 Allowance for fittings and valves 1,110 m $30 $33,300 C3 Cleanout and blowoff 1 ea. $6,000 $6,000 C4 Connection to existing water mains 3 ea. $5,000 $15,000 C5 Flushing, disinfection and pressure testing LS $5,000 C6 Augered crossing of Highway 5 c/w casing pipe $75,000 Sub-total $356,300 D - Road Restoration D1 Base and gravel preparation 1.1 Subgrade preparation 5,250 m2? $2 $10,500 1.2 Sub-base gravel (450mm) 4,200 m? $10 $42,000 1.3 Base gravel (150mm) 5,250 m2 $9 $47,250 D2 Asphalt pavement (100mm) c/w prime coat 3,150 m? $50 $157,500 D3 Ditching, topsoil and seeding (3m one side) 1,050 m $20 $21,000 Sub-total $278,250 Sub-total (Parts A to D) $679,090 Page 4 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Water Project #2: 300mm from Well #1 to Hwy 5 Last Updated: March 2013 Prepared By: Urban Systems, Kamloops, B.C. District of Clearwater: Infrastructure Master Plan Description: Reference Number: 2863.0006.02 - Water supply main upgrading from Well #1 to Highway 5 to increase capacity available from the District's existing water supply a: Est. : De: Item Description : Unit Unit Price Cost Quantity E - Contingencies & Engineering E1 Contingencies @ 20% $136,000 Sub-total $815,090 E2 Engineering @ 10% $81,500 Sub-total $896,590 TOTAL (c/w rounding) $900,000 Cost Estimate Notes - This cost estimate is from the District of Clearwater: Infrastructure Master Plan, prepared by Urban Systems Ltd. in March 2013 - This estimate represents a Class 'C' estimate Page 5 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Water Project #3: 300mm from Hwy 5 to Eden Rd. Connection Last Updated: March 2013 Prepared By: Urban Systems, Kamloops, B.C. District of Clearwater: Infrastructure Master Plan Description: Reference Number: 2863.0006.02 - Water supply main upgrading from Highway 5 to Eden Road to increase capacity available from the District's existing water supply a: Est. : De: Item Description : Unit Unit Price Cost Quantity A_- General Al Mobilization/insurance $13,000 Sub-total $13,000 B - Removals B1 Asphalt removal 450 +m $6 $2,700 Sub-total $2,700 C - Water Infrastructure C1 Water pipe 1.1 300 PVC pipe 800 ™m $200 $160,000 C2 Allowance for fittings and valves 800 m $30 $24,000 C3 Hydrants 3 ea. $4,000 $12,000 C4 Cleanout and blowoff 1 ea. $6,000 $6,000 C5 Connection to existing water mains 2 ea. $5,000 $10,000 C6 Flushing, disinfection and pressure testing LS $5,000 C7 Augered crossing of Highway 5 c/w casing pipe $75,000 Sub-total $292,000 D - Road Restoration D1 Base and gravel preparation 1.1 Subgrade preparation 450 =m? $2 $900 1.2 Sub-base gravel (450mm) 450 m2 $10 $4,500 1.3 Base gravel (150mm) 450 m2 $9 $4,050 D2 Asphalt pavement (75mm) c/w prime coat 450 m? $35 $15,750 D3 Ditching, topsoil and seeding (3m one side) 800 m $20 $16,000 Sub-total $41,200 Sub-total (Parts A to D) $348,900 Page 6 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Water Project #3: 300mm from Hwy 5 to Eden Rd. Connection Last Updated: March 2013 Prepared By: Urban Systems, Kamloops, B.C. District of Clearwater: Infrastructure Master Plan Description: Reference Number: 2863.0006.02 - Water supply main upgrading from Highway 5 to Eden Road to increase capacity available from the District's existing water supply a: Est. : De: Item Description : Unit Unit Price Cost Quantity E - Contingencies & Engineering E1 Contingencies @ 20% $70,000 Sub-total $418,900 E2 Engineering @ 10% $42,000 Sub-total $460,900 TOTAL (c/w rounding) $460,000 Cost Estimate Notes - This cost estimate is from the District of Clearwater: Infrastructure Master Plan, prepared by Urban Systems Ltd. in March 2013 - This estimate represents a Class 'C' estimate Page 7 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Water Project #4: 300mm from Eden Rad. to Archibald Rd. Last Updated: March 2013 Prepared By: Urban Systems, Kamloops, B.C. District of Clearwater: Infrastructure Master Plan Description: Reference Number: 2863.0006.02 - Water supply main upgrading from Eden Road to Archibald Road to increase capacity available from the District's existing water supply a: Est. : De: Item Description : Unit Unit Price Cost Quantity A_- General Al Mobilization/insurance $17,000 Sub-total $17,000 B - Removals B1 Asphalt removal 4,200 m2 $6 $25,200 Sub-total $25,200 C - Water Infrastructure C1 Water pipe 1.1 300 PVC pipe 1,400 m $200 $280,000 C2 Allowance for fittings and valves 1,400 m $30 $42,000 C3 Hydrants 3 ea. $4,000 $12,000 C4 Cleanout and blowoff 1 ea. $6,000 $6,000 C5 Connection to existing water mains 3 ea. $5,000 $15,000 C6 Flushing, disinfection and pressure testing LS $5,000 Sub-total $360,000 D - Road Restoration D1 Base and gravel preparation 1.1 Subgrade preparation 600 =m? $2 $1,200 1.2 Sub-base gravel (450mm) 600 m2 $10 $6,000 1.3 Base gravel (150mm) 600 m2 $9 $5,400 D2 Asphalt pavement (75mm) c/w prime coat 600 =m? $35 $21,000 D3 Ditching, topsoil and seeding (3m one side) 200 m $20 $4,000 Sub-total $37,600 Sub-total (Parts A to D) $439,800 Page 8 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Water Project #4: 300mm from Eden Rad. to Archibald Rd. Last Updated: March 2013 Prepared By: Urban Systems, Kamloops, B.C. District of Clearwater: Infrastructure Master Plan Description: Reference Number: 2863.0006.02 - Water supply main upgrading from Eden Road to Archibald Road to increase capacity available from the District's existing water supply a: Est. : De: Item Description : Unit Unit Price Cost Quantity E - Contingencies & Engineering E1 Contingencies @ 20% $88,000 Sub-total $527,800 E2 Engineering @ 10% $53,000 Sub-total $580,800 TOTAL (c/w rounding) $580,000 Cost Estimate Notes - This cost estimate is from the District of Clearwater: Infrastructure Master Plan, prepared by Urban Systems Ltd. in March 2013 - This estimate represents a Class 'C' estimate Page 9 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Sanitary Sewer Project #1: New Headworks/Screening Facility Last Updated: August 27, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Construction of a new headworks facility with screening and washer compactor 7 Est. : = Dei Item Description Unit Unit Price Cost Quantity A - Earthworks At Construct/fill site to subgrade 600 m? $20 $12,000 Sub-total $12,000 B - Gravity Sewer B1 Manholes 3 ea. $5,000 $15,000 B2 300mm sanitary 110 m $150 $16,500 B3 Connections to existing $3,500 B4 Flow meter relocation $2,000 Sub-total $37,000 C - Screening and Enclosure Building C1 Cast in place concrete 40 m3 $1,500 $60,000 C2 Enclosure building 65 m2 $1,000 $65,000 C3 Screen c/w washer compactor $70,000 C4 Manual bypass screens and gates $5,000 C5 Internal electrical $40,000 C6 Odor control system $15,000 C7 Water service and hot water system $5,000 C8 Gas sensors and control panel $15,000 C9 Miscellaneous fans, floor drains, etc. $15,000 Sub-total $290,000 D - Site Works D1 Fence relocation 110 m $50 $5,500 D2 Building enclosure fencing 50 m $100 $5,000 D3 _-- Access gate $2,000 D4 Access road Allow $10,000 D5 Electrical service Allow $10,000 Sub-total $32,500 Sub-total (Parts A to D) $371,500 Page 10 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Sanitary Sewer Project #1: New Headworks/Screening Facility Last Updated: August 27, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Construction of a new headworks facility with screening and washer compactor 7 Est. : = Dei Item Description Unit Unit Price Cost Quantity E - Contingencies & Engineering E1 Contingencies & Engineering @ 30% $111,500 Sub-total (Part E) $111,500 TOTAL (c/w rounding) $483,000 Cost Estimate Notes - This estimate represents a Class 'C' estimate Page 11 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Sanitary Sewer Project #2: Standby Power Last Updated: August 27, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Provision of standby power for Eden Road, Egram Homes, and hospital lift stations 7 Est. : = Dei Item Description Unit Unit Price Cost Quantity A - General At Generator for standby power 3 ea. $35,000 $105,000 Sub-total (Part A) $105,000 TOTAL (c/w rounding) $105,000 Cost Estimate Notes - This estimate represents a Class 'C' estimate Page 12 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Sanitary Sewer Project #3: Convert Cell 1 and Add RI Capacity Last Updated: March 2013 Prepared By: Urban Systems, Kamloops, B.C. District of Clearwater: Infrastructure Master Plan Description: Reference Number: 2863.0006.02 - Conversion of Cell 1 to an aerated lagoon - Increasing rapid infiltration basin capacity to 600m 2/d sa: Est. : De: Item Description : Unit Unit Price Cost Quantity A - Cell No. 1 Conversion Al Desludge existing lagoon 2,500 m? $20 $50,000 A2 Site piping Allow $30,000 A3 New blower, air header 2 ea. $12,500 $25,000 A4 _ Aeration diffusers LS $35,000 A5 Synthetic liner 4,000 m? $15 $60,000 Sub-total $200,000 B - Construction B1 Hydrogeotechnical study Allow $50,000 B2 Site piping Allow $60,000 B3 Clearing and grubbing 21,000 m? $2 $42,000 B4 Berm construction 10,000 ms $20 $200,000 B5 Lift station for dosing c/w standby power $150,000 Sub-total $502,000 Sub-total (Parts A to B) $702,000 C - Contingencies & Engineering C1 Contingencies & Engineering @ 45% $313,000 Sub-total (Part C) $313,000 TOTAL (c/w rounding) $1,015,000 Cost Estimate Notes - This cost estimate is from the District of Clearwater: Infrastructure Master Plan, prepared by Urban Systems Ltd. in March 2013 - This estimate represents a Class 'C' estimate Page 13 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Road Project #1: Murtle Crescent Last Updated: July 24, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Road length (220m) from 345-401-Fig 5 - Murtle Crescent is developed as a Collector Road (10.3m width, with a 3.0m pathway) - Developer will construct road to centreline (50% of 10.3m width), District will continue road from centreline, including pathway - District and Developer will share costs for stormwater and lighting (50% each) - Total provided at the bottom of the cost estimate is for District portion only a: Est. : De: Item Description : Unit Unit Price Cost Quantity A - Roadworks Al Earthworks 1.1 Strip and clear to centreline 1,800 m2 $2 $3,600 A2 Roads 2.1 Barrier curb and gutter c/w crushed gravel base 220 m $130 $28,600 2.2 Asphalt - 65mm in roadway (half road width: 5.15m) 1,130 m2 $40 $45,200 A3 Sidewalk 3.1 Asphalt pathway (3m width) c/w crush gravel base 660 =m? $35 $23,100 3.2 Crush gravel shoulder (0.3m width) 440 ™m $10 $4,400 A4 Misc. roadworks 41 Line painting 220 m $20 $4,400 4.2 Boulevard grading and seeding 220 m $20 $4,400 Sub-total $113,700 B - Stormwater (50% Shared Cost) B1 Storm drainage 1.1 Dry well assembly c/w catch basins and leader piping at 75m spacings 3 ea. $12,000 $36,000 Sub-total (50% by District) $18,000 Page 14 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Road Project #1: Murtle Crescent Last Updated: July 24, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Road length (220m) from 345-401-Fig 5 - Murtle Crescent is developed as a Collector Road (10.3m width, with a 3.0m pathway) - Developer will construct road to centreline (50% of 10.3m width), District will continue road from centreline, including pathway - District and Developer will share costs for stormwater and lighting (50% each) - Total provided at the bottom of the cost estimate is for District portion only a: Est. : De: Item Description : Unit Unit Price Cost Quantity C - Lighting (50% Shared Cost) C1 Street lighting 1.1 Street light precast bases at 35m spacings 6 ea. $1,200 $7,200 1.2 -- Street light duct 220 m $40 $8,800 1.3 Street light standards 6 ea. $3,000 $18,000 1.4 Electrical wiring Allow $3,000 Sub-total (50% by District) $18,500 Sub-total (Parts A to C) $150,200 D - Contingencies & Engineering D1 Contingencies & Engineering @ 30% $46,000 Sub-total (Part D) $46,000 TOTAL (c/w rounding) $195,000 Cost Estimate Notes - This estimate represents a Class 'C' estimate Page 15 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Road Project #2: Murtle Crescent Last Updated: September 2, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Road length (100m) from 345-401-Fig 5 - Murtle Crescent is developed as a Collector Road (10.3m width, with a 3.0m pathway) - Developer will construct road to centreline (50% of 10.3m width), District will continue road from centreline, including pathway - District and Developer will share costs for stormwater and lighting (50% each) - Total provided at the bottom of the cost estimate is for District portion only a: Est. : De: Item Description : Unit Unit Price Cost Quantity A - Roadworks Al Earthworks 1.1 Strip and clear to centreline 800 m? $2 $1,600 A2 Roads 2.1 Barrier curb and gutter c/w crushed gravel base 100 m $130 $13,000 2.2 Asphalt - 65mm in roadway (half road width: 5.15m) 520 =m? $40 $20,800 A3 Sidewalk 3.1 Asphalt pathway (3m width) c/w crush gravel base 300 =m? $35 $10,500 3.2. Crush gravel shoulder (0.3m width) 200 m $10 $2,000 A4 Misc. roadworks 4.1 _ Line painting 100 m $20 $2,000 4.2 Boulevard grading and seeding 100 m $20 $2,000 Sub-total $51,900 B - Stormwater (50% Shared Cost) B1 Storm drainage 1.1 Dry well assembly c/w catch basins and leader piping at 75m spacings 2 ea. $12,000 $24,000 Sub-total (50% by District) $12,000 Page 16 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Road Project #2: Murtle Crescent Last Updated: September 2, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Road length (100m) from 345-401-Fig 5 - Murtle Crescent is developed as a Collector Road (10.3m width, with a 3.0m pathway) - Developer will construct road to centreline (50% of 10.3m width), District will continue road from centreline, including pathway - District and Developer will share costs for stormwater and lighting (50% each) - Total provided at the bottom of the cost estimate is for District portion only a: Est. : De: Item Description : Unit Unit Price Cost Quantity C - Lighting (50% Shared Cost) C1 Street lighting 1.1 Street light precast bases at 35m spacings 3 ea. $1,200 $3,600 1.2 Street light duct 100 m $40 $4,000 1.3 Street light standards 3 ea. $3,000 $9,000 1.4 Electrical wiring Allow $3,000 Sub-total (50% by District) $9,800 Sub-total (Parts A to C) $73,700 D - Contingencies & Engineering D1 Contingencies & Engineering @ 30% $23,000 Sub-total (Part D) $23,000 TOTAL (c/w rounding) $95,000 Cost Estimate Notes - This estimate represents a Class 'C' estimate Page 17 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Road Project #3: Murtle Crescent Last Updated: July 24, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Road length (110m) from 345-401 -Fig 5 - Murtle Crescent is developed as a Collector Road (10.3m width, 1.5m sidewalk, and a 3.0m asphalt pathway on south side) 7 Est. : = Dei Item Description Unit Unit Price Cost Quantity A - Roadworks Al Earthworks 1.1 Strip and clear (+5m) 550 =m2 $2 $1,100 A2 Roads 2.1 Mill and remove existing asphalt (7.0m width existing) 770 =m? $8 $6,160 2.2 Barrier curb and gutter c/w crushed gravel 220 m $130 $28,600 2.3 Asphalt - 65mm in roadway (10.3m width) c/w crushed gravel sub-base 1,200 m2 $40 $48,000 A3 Sidewalk 3.1. Asphalt pathway (3m width) 330 m2 $35 $11,550 3.2 Pathway shoulder (0.3m width) 220 m $10 $2,200 3.3 Concrete sidewalk (1.5m width) 170 =m? $100 $17,000 A4 Misc. roadworks 41 Line painting 110 m $20 $2,200 4.2 Boulevard grading and seeding 110 m $20 $2,200 Sub-total $119,010 B - Stormwater B1 Storm drainage 1.1 Dry well assembly c/w catch basins and leader piping at 75m spacings 2 ea. $12,000 $24,000 Sub-total $24,000 Page 18 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Road Project #3: Murtle Crescent Last Updated: July 24, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Road length (110m) from 345-401 -Fig 5 - Murtle Crescent is developed as a Collector Road (10.3m width, 1.5m sidewalk, and a 3.0m asphalt pathway on south side) 7 Est. : = Dei Item Description Unit Unit Price Cost Quantity C - Lighting C1 Street lighting 1.1 Street light precast bases at 35m spacings 3 ea. $1,200 $3,600 1.2 Street light duct 110 m $40 $4,400 1.3 Street light standards 3 ea. $3,000 $9,000 1.4 Electrical wiring Allow $2,000 Sub-total $19,000 Sub-total (Parts A to C) $162,010 D - Contingencies & Engineering D1 Contingencies & Engineering @ 30% $49,000 Sub-total (Part D) $49,000 TOTAL (c/w rounding) $210,000 Cost Estimate Notes - This estimate represents a Class 'C' estimate - Does not include existing underground infrastructure upgrading, e.g., water and sanitary sewer Page 19 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Road Project #4: Park Drive Last Updated: July 24, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Road length (430m) from 345-401 -Fig 5 - Park Drive is developed as a Collector Road (10.3m width, with a 3.0m pathway) - Developer will upgrade north half to urban standards, including street lights, curb and gutter, concrete sidewalk and north side drainage sa: Est. : De: Item Description : Unit Unit Price Cost Quantity A - Roadworks Al Earthworks 1.1 Strip and clear (+6m) 2,600 mz? $2 $5,200 A2 Roads 2.1 Sawcut existing asphalt edge 430 m $8 $3,440 2.2 Barrier curb and gutter c/w crushed gravel 430 m $130 $55,900 2.3 Asphalt - 65mm in roadway (1m width) c/w base gravel 430 m? $40 $17,200 A3 Sidewalk 3.1 Asphalt pathway (3m width) 1,290 m? $35 $45,150 3.2 Crush gravel shoulder (0.3m width on each side) 860 Mm $10 $8,600 A4 Misc. roadworks 4.1 Line painting 430 m $10 $4,300 4.2 Boulevard grading and seeding 430 m $30 $12,900 Sub-total $152,690 B - Stormwater B1 Storm drainage on south side 1.1 Dry well assembly c/w catch basins and leader piping at 75m spacings 6 ea. $6,500 $39,000 Sub-total $39,000 Page 20 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Road Project #4: Park Drive Last Updated: July 24, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Road length (430m) from 345-401 -Fig 5 - Park Drive is developed as a Collector Road (10.3m width, with a 3.0m pathway) - Developer will upgrade north half to urban standards, including street lights, curb and gutter, concrete sidewalk and north side drainage sa: Est. : De: Item Description : Unit Unit Price Cost Quantity C - Lighting C1 Street lighting 1.1 (to be completed by developer on north side) n/a Sub-total $0 Sub-total (Parts A to C) $191,690 D - Contingencies & Engineering D1 Contingencies & Engineering @ 30% $58,000 Sub-total (Part D) $58,000 TOTAL (c/w rounding) $250,000 Cost Estimate Notes - This estimate represents a Class 'C' estimate Page 21 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Road Project #5: Park Drive Last Updated: July 24, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Road length (300m) from 345-401 -Fig 5 - Park Drive is developed as a Collector Road (10.3m width, with a 3.0m pathway) - Developer will upgrade north half to urban standards, including street lights, curb and gutter, concrete sidewalk and north side drainage sa: Est. : De: Item Description : Unit Unit Price Cost Quantity A - Roadworks Al Earthworks 1.1 Strip and clear (+6m) 1,800 m2 $2 $3,600 A2 Roads 2.1 Sawcut existing asphalt edge 300 m $8 $2,400 2.2 Barrier curb and gutter c/w crushed gravel 300 m $130 $39,000 2.3 Asphalt - 65mm in roadway (1m width) c/w base gravel 300 =m? $40 $12,000 A3 Sidewalk 3.1. Asphalt pathway (3m width) 900 m2 $35 $31,500 3.2 Crush gravel shoulder (0.3m width on each side) 600 m $10 $6,000 A4 Misc. roadworks 4.1 Line painting 300 m $10 $3,000 4.2 Boulevard grading and seeding 300 m $30 $9,000 Sub-total $106,500 B - Stormwater B1 Storm drainage on south side 1.1 Dry well assembly c/w catch basins at 75m spacings 4 ea. $6,500 $26,000 Sub-total $26,000 Page 22 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Road Project #5: Park Drive Last Updated: July 24, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Road length (300m) from 345-401 -Fig 5 - Park Drive is developed as a Collector Road (10.3m width, with a 3.0m pathway) - Developer will upgrade north half to urban standards, including street lights, curb and gutter, concrete sidewalk and north side drainage sa: Est. : De: Item Description : Unit Unit Price Cost Quantity C - Lighting C1 Street lighting 1.1 (to be completed by developer on north side) n/a Sub-total $0 Sub-total (Parts A to C) $132,500 D - Contingencies & Engineering D1 Contingencies & Engineering @ 30% $39,800 Sub-total (Part D) $40,000 TOTAL (c/w rounding) $175,000 Cost Estimate Notes - This estimate represents a Class 'C' estimate Page 23 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Road Project #6: Park Drive Last Updated: July 24, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Road length (500m) from 345-401 -Fig 5 - Park Drive is developed as a Collector Road (10.3m width, with a 3.0m pathway) - Developer will upgrade north half to urban standards, including street lights, curb and gutter, concrete sidewalk and north side drainage sa: Est. : De: Item Description : Unit Unit Price Cost Quantity A - Roadworks Al Earthworks 1.1 Strip and clear (+6m) 3,000 mz? $2 $6,000 A2 Roads 2.1 Sawcut existing asphalt edge 500 m $8 $4,000 2.2 Barrier curb and gutter c/w crushed gravel 500 m $130 $65,000 2.3 Asphalt - 65mm in roadway (1m width) c/w base gravel 500 =m? $40 $20,000 A3 Sidewalk 3.1. Asphalt pathway (3m width) 1,500 m? $35 $52,500 3.2 Crush gravel shoulder (0.3m width on each side) 1,000 m $10 $10,000 A4 Misc. roadworks 4.1 Line painting 500 m $10 $5,000 4.2 Boulevard grading and seeding 500 m $30 $15,000 Sub-total $177,500 B - Stormwater B1 Storm drainage on south side 1.1 Dry well assembly c/w catch basins at 75m spacings 7 ea. $6,500 $45,500 Sub-total $45,500 Page 24 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Road Project #6: Park Drive Last Updated: July 24, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Road length (500m) from 345-401 -Fig 5 - Park Drive is developed as a Collector Road (10.3m width, with a 3.0m pathway) - Developer will upgrade north half to urban standards, including street lights, curb and gutter, concrete sidewalk and north side drainage sa: Est. : De: Item Description : Unit Unit Price Cost Quantity C - Lighting C1 Street lighting 1.1 (to be completed by developer on north side) n/a Sub-total $0 Sub-total (Parts A to C) $223,000 D - Contingencies & Engineering D1 Contingencies & Engineering @ 30% $67,000 Sub-total (Part D) $67,000 TOTAL (c/w rounding) $290,000 Cost Estimate Notes - This estimate represents a Class 'C' estimate Page 25 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Road Project #7: Robson Street - Reconstruction Last Updated: July 24, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Road length (470m) from 345-401 -Fig 5 - Robson Street is developed as a Residential Road (10.0m width, with a 1.8m sidewalk) a: Est. . 3 Dw Item Description : Unit Unit Price Cost Quantity A - Roadworks Al Earthworks 1.1 Strip and clear to edge of right-of-way, not including area of existing asphalt 5,200 m? $2 $10,400 A2 Roadworks 2.1 Mill and remove existing asphalt (9m width) 4,200 m2 $6 $25,200 2.2 Grade and prepare subgrade (14.7m width) 6,900 m? $3 $20,700 2.3 Granular subbase - 300mm (13.3m width) 6,300 m2 $10 $63,000 2.4 Mountable curb c/w crush base 940 m $110 $103,400 2.5 Crush base 4,700 m? $8 $37,600 2.6 Asphalt - 65mm 4,700 m2 $30 $141,000 A3 Sidewalk 3.1 Concrete sidewalk c/w crush base (1.8m width) 900 m2 $100 $90,000 A4 Misc. roadworks 41 Line painting 470 =m $10 $4,700 4.2 Boulevard grading and seeding 470 =m $30 $14,100 4.3 Driveway ties 41 ea. $1,500 $61,500 Sub-total $571,600 B - Stormwater Management B1 Storm drainage 1.1 200mm catch basin lead 120 m $120 $14,400 1.2 300mm storm sewer 440 m $150 $66,000 1.3. 375mm storm sewer 20 m $170 $3,400 1.4 Catch basins 16 ea. $2,000 $32,000 1.5 Storm manholes 6 ea. $3,000 $18,000 1.6 Infiltration basin Allow $10,000 Sub-total $143,800 Page 26 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Road Project #7: Robson Street - Reconstruction Last Updated: July 24, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Road length (470m) from 345-401 -Fig 5 - Robson Street is developed as a Residential Road (10.0m width, with a 1.8m sidewalk) sa: Est. : De: Item Description : Unit Unit Price Cost Quantity C - Lighting C1 Street lighting 1.1 (to use existing overhead wiring) n/a Sub-total $0 Sub-total (Parts A to C) $715,400 D - Contingencies & Engineering D1 Contingencies & Engineering @ 30% $210,000 Sub-total (Part D) $210,000 TOTAL (c/w rounding) $925,000 Cost Estimate Notes - This estimate represents a Class 'C' estimate Page 27 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Road Project #8: Murtle Road - Reconstruction Last Updated: July 24, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Road length (250m) from 345-401 -Fig 5 - Murtle Road is developed as a Collector Road (10.3m width, with a 2.5m sidewalk) sa: Est. : De: Item Description : Unit Unit Price Cost Quantity A - Roadworks Al Earthworks 1.1 Strip and clear to edge of right-of-way, not including area of existing asphalt 2,800 m? $2 $5,600 A2 Roadworks 2.1 Mill and remove existing asphalt (9m width) 2,300 mz? $6 $13,800 2.2 Grade and prepare subgrade (15.7m width) 3,900 m? $3 $11,700 2.3. Granular subbase - 300mm 3,600 m? $10 $36,000 2.4 Mountable curb and gutter 500 m $110 $55,000 2.5 Crush base 2,600 m3 $8 $20,800 2.6 Asphalt - 65mm 2,600 m2 $30 $78,000 A3 Sidewalk 3.1 Concrete sidewalk c/w crush base (2.5m width) 700 =m? $100 $70,000 A4 Misc. roadworks 4.1 Line painting 250 m $10 $2,500 4.2 Boulevard grading and seeding 250 m $30 $7,500 4.3 Driveway ties 17 ea. $1,500 $25,500 Sub-total $326,400 B - Stormwater Management B1 Storm drainage 1.1 200mm catch basin lead 100 m $120 $12,000 1.2 Catch basins 10 ea. $2,000 $20,000 1.3 Drywells 5 ea. $4,000 $20,000 Sub-total $52,000 Page 28 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Road Project #8: Murtle Road - Reconstruction Last Updated: July 24, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Road length (250m) from 345-401 -Fig 5 - Murtle Road is developed as a Collector Road (10.3m width, with a 2.5m sidewalk) sa: Est. : De: Item Description : Unit Unit Price Cost Quantity C - Lighting C1 Street lighting 1.1 (to use existing overhead wiring) n/a Sub-total $0 Sub-total (Parts A to C) $378,400 D - Contingencies & Engineering D1 Contingencies & Engineering @ 30% $115,000 Sub-total (Part D) $115,000 TOTAL (c/w rounding) $495,000 Cost Estimate Notes - This estimate represents a Class 'C' estimate Page 29 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Parkways Project #1: Natural Path at Dr. Helmcken Memorial Last Updated: July 24, 2014 Hospital Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Pathway length (900m) from 345-401-Fig 6 - Pathway is developed as a 3.0m wide path, with gravel shoulders and chain link fencing on south side 7 Est. : = Dei Item Description Unit Unit Price Cost Quantity A - Roadworks Al Earthworks 1.1 Strip and clear (1m offset of path width) 4,000 m? $2 $8,000 A2 Pathway 2.1 Grade and prepare subgrade (5m width) 4,000 m? $3 $12,000 2.2 Crushed material for subgrade and finished surface 2,400 m? $8 $19,200 Sub-total $39,200 B - Miscellaneous Bi Fencing 1.1 Chain link fence on south side 800 m $60 $48,000 Sub-total $48,000 C - Lighting C1 Lighting (not included) n/a Sub-total $0 Sub-total (Parts A to C) $87,200 D - Contingencies & Engineering D1 Contingencies & Engineering @ 30% $26,200 Sub-total (Part D) $26,200 TOTAL (c/w rounding) $113,000 Cost Estimate Notes - This estimate represents a Class 'C' estimate Page 30 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Parkways Project #2: Washroom Facilities at Weyerhaeuser Last Updated: August 27, 2014 Pioneer Park Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - Approximate building size of 15m ? - 2 washroom, each with toilet and sink - Utility room for electrical, water service .. Est. . De Item Description Unit Unit Price Cost Quantity A - General Construction At Foundation excavation and under slab backfill $1,000 A2 Foundation and floor slab concrete 12 m3 $1,000 $12,000 A3 Building including roof, doors, etc. 15 m? $2,500 $37,500 A4 Plumbing fixtures $5,000 AD5 Electrical including service $8,000 A6 Sewer and water service $5,000 Sub-total (Part A) $68,500 B - Engineering & Contingencies Bi Engineering & Contingencies @ 30% $20,600 Sub-total (Part B) $20,600 TOTAL (c/w rounding) $89,000 Cost Estimate Notes - This estimate represents a Class 'C' estimate Page 31 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx CAPITAL COST ESTIMATE Development Cost Charge Project CONSULTING District of Clearwater Prepared for: District of Clearwater Parkways Project #3: Park Building/Pavilion at Dutch Lake Park Last Updated: August 27, 2014 Prepared By: Deanna Erickson, EIT Checked By: Terry Underwood, P.Eng Description: Job #345-401 - 2 story structure as per Stantec Concept Plan - Approximate building size of 90m? (each floor) - 4 washrooms c/w 4 toilets, 4 sinks and 4 shower stalls - Lower floor: washrooms, concession, storage - Upper floor: meeting room, display 7 Est. : = Dei Item Description Unit Unit Price Cost Quantity A - General Construction Al Foundation c/w excavation $72,000 A2 Building structure 92 m? $3,000 $276,000 A3 Building servicing; water, sewer and electrical $8,000 A4 Sidewalks and decks $30,000 Sub-total (Part A) $386,000 B - Architecture & Contingencies B1 Architecture & Contingencies @ 30% Allow $114,000 Sub-total (Part B) $114,000 TOTAL (c/w rounding) $500,000 Cost Estimate Notes - This estimate represents a Class 'C' estimate - Community sewer system service is assumed available. No allowance made for onsite treatment and disposal system Page 32 of 32 R:\Clients\300-399\345\345-401\06 Cost Estimates\345-401-Cost Estimates for Water Sewer Roads and Parkways - DE- August 2014.xIsx