Offsite Levy Bylaw No. 509
Lacombe, Alberta
· No. 509
· adopted 2023-09-25
· summary & facts
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City of Lacombe
Bylaw 509
A Bylaw of the City of Lacombe, in the Province of Alberta (hereinafter referred to as "the
Municipality"), being a Bylaw for the purpose of establishing Offsite Levies.
WHEREAS, pursuant to the Municipal Government Act, R.S.A. 2000, c M-26, a council of a
municipality may by bylaw provide for the imposition and payment of an Offsite Levy in respect
of land that is to be developed or subdivided and authorize an agreement to be entered into in
respect of the payment of such levy;
AND WHEREAS, the City of Lacombe deems it necessary and expedient to collect Offsite Levies
to pay, in part or in whole, for the capital cost of infrastructure required to service the growth
of the City as described in the Municipal Government Act;
AND WHEREAS, the City of Lacombe engaged the engineering firm Stantec Consulting Ltd. to
complete the following reports, which identify Eligible Infrastructure projects required for
growth:
e City of Lacombe Water Master Plan Update (2020)
e City of Lacombe Sanitary Master Plan Update (2020)
e City of Lacombe Transportation Master Plan Update (2020)
e Lacombe Master Drainage Plan (2020)
AND WHEREAS, the City of Lacombe engaged the engineering firm Stantec Consulting Ltd. to
complete a report with respect to the fair and equitable calculation of Offsite Levies for the
purposes described in the Municipal Government Act, which is attached as Schedule C to this
Bylaw.
NOW, THEREFORE, the Council of the City of Lacombe duly assembled hereby enacts as follows:
1. Bylaw Title
1.1. The Bylaw shall be referred to as the "Offsite Levy Bylaw".
2. Definitions
In this Bylaw:
2.1. "Benefitting area of lands" shall mean the Net Developable Area of lands deemed to
require offsite infrastructure to support their development;
2.2. "Bylaw" shall mean this Offsite Levy Bylaw;
2.3. "CAO" shall mean the Chief Administrative Officer of the City, or that person's authorized
delegate;
2.4. "CCC" shall mean Construction Completion Certificate
2.5. "City" shall mean the municipal corporation of the City of Lacombe or the geographical
area within the municipal boundaries of the City of Lacombe, as the context may require;
2.6. "Council" shall mean the municipal council of the City of Lacombe;
2.7. "Developable Land" shall mean all land contained within the municipal boundary of the
City:
a. For which a Development Permit is obtained after the date of enactment of this
Bylaw; or
b. For which Subdivision approval is obtained after the date of enactment of this Bylaw;
and
c. Excludes all Developed Land
2.8. "Developed Land" shall mean land that has been subject to development or subdivision
prior to the enactment of this Bylaw, and in respect to which Offsite Levies for the same
infrastructure have already been paid;
2.9. "Eligible Infrastructure" shall mean all or a part of a new or expanded water, sanitary
sewer, storm sewer, arterial road or public facility infrastructure project in accordance
with the Municipal Government Act, that is required for or impacted by new
development;
2.10. "Net Developable Area" shall mean land that is to be developed or subdivided
except:
a. -- Environmental Reserve;
b. Conservation Reserve;
c. School Reserve;
d. Municipal Reserve;
e. Arterial Road Right-of-Way; or
f. Public Utility Lots that are required for the development of an Offsite Levy Project
identified in this Bylaw.
2.11. "Offsite Levy or Offsite Levies" shall mean the levy imposed by this Bylaw;
3. Schedules
3.1. Schedule "A" -- Offsite Levy Rates is attached and forms part of this Bylaw. It lists the Eligible
Infrastructure, project costs, information of the approach and methods used to calculate Offsite
Levies in this Bylaw.
3.2. Schedule "B" -- Benefitting Area Maps is attached and forms part of this Bylaw. It shows the
benefitting areas of the Eligible Infrastructure.
3.3. Schedule "C" --Stantec's City of Lacome Offsite Levies Update Report (2022) is attached and forms
part of this Bylaw.
4. Purpose and Intent
4.1. This Bylaw is intended to:
a. Impose and provide for the payment of a levy to be known as an Offsite Levy in
respect of Developable Land within the municipal boundary of the following:
(i) New or expanded facilities for the storage, transmission, treatment or supply
of water;
(ii) New or expanded facilities for the storage, transmission, or disposal of sanitary
sewer;
(iii) | New or expanded facilities storm sewer drainage facilities;
(iv) | New or expanded arterial roads; and
(v) New or expanded public facilities eligible under the Municipal Government Act.
b. Authorize agreements to be entered with respect to payment of Offsite Levies to
ensure the developer of each parcel of Developable Land pays a proportionate share
of the costs to provide new or expanded Eligible Infrastructure projects required for
the area in which the Developable Land is located.
5. Imposition of Levy
5.1. The Offsite Levies to be imposed with respect to specific developments or subdivisions
shall be the product of the Offsite Levy rate set out in Schedule A multiplied by the Net
Developable Area of the lands in hectares identified as a benefitting area in Schedule B.
5.2. The owners of lands to be developed or subdivided shall, as a condition of development
or subdivision approval, enter into an agreement to pay the City Offsite Levies authorized
to be imposed under this Bylaw.
5.3. Notice of Council's intention to pass this Bylaw has been published in the Lacombe
Express on September 7**, 2023 and September 14**, 2023 in accordance with section
606 of the Municipal Government Act.
6. Payment of Levies
6.1. Offsite Levies in respect of land that is subject to subdivision must be paid prior to the
endorsement of the plan of subdivision unless the City agrees to a deferral subject to 6.2
or 6.3.
6.2. Offsite Levies in respect of land that is subject to development under a Development
Agreement must be paid at or before CCC and before the issuance of any building permits
or development permits.
6.3. Offsite Levies in respect of land that is subject to development under a Development
Permit, but not a Development Agreement must be paid before the issuance of any
building permits or development permits.
6.4. The Offsite Levy Rate payable with respect to the Net Developable Area shall be the rate
in effect on the date of endorsement of the plan of subdivision or the execution of the
development permit, as applicable.
6.5. If the Offsite Levy imposed on the Land is not paid subject to 6.1, 6.2 or 6.3, the issuance
of CCC documents, development permits, or building permits may be withheld until the
owner or purchaser has paid the outstanding levy.
7. Offsite Levy Fund
7.1. The CAO shall establish and maintain a reserve fund for each infrastructure improvement
category provided in Schedule A.
8. Effective Date
8.1. This Bylaw comes into effect on January 15t, 2024, and the rate increases will be phased
in using the following schedule:
a. January 1%, 2024 through December 31°, 2024 -- 35% of the rate increase
b. January 1°, 2025 through December 31°, 2025 -- 70% of the rate increase
c. January 1°, 2026 until the Bylaw is amended or rescinded -- 100% of the rate increase
8.2. If there is no rate increase or if there is a rate reduction compared to the previous Offsite
Levy Bylaw 387, the rates in this Bylaw will come into effect on January 1°t, 2024.
8.3. Every year (effective January 1), the levies shall increase by an inflation factor of 2%
unless changed by a bylaw amendment. The levies shall continue to inflate at the noted
rate until such a time as the By/aw is updated and new rates are established.
9. Severability
9.1. If any portion of this Bylaw is declared invalid by a court of competent jurisdiction, then
the invalid portion must be severed and the remainder of the Bylaw is deemed valid.
10. Repeal Of Bylaw 387
10.1. Bylaw 387 is hereby repealed.
INTRODUCED AND GIVEN FIRST READING THIS 28" day of August, 2023.
GIVEN SECOND READING THIS 25" day of September, 2023.
GIVEN THIRD AND FINAL READING THIS 25" day of September, 2023.
Original Signed
Mayor
Original Signed
Chief Administrative Officer
City of Lacombe Bylaw 509 - Schedule A
Page 1
City of Lacombe Bylaw 509
Schedule A -- Offsite Levy Rates
1. Summary of Rates by Benefitting Area
As per Bylaw 509, the increase in offsite levies will for each benefitting area will be phased over
3 years at the following rate:
e Year 1--35% of the increase
e Year 2-- 70% of the increase
e Year 3-- 100% of the increase
If this is a new benefitting area, there is no rate increase, or if there is a rate reduction, the
updated rate will apply in Year 1.
Every year (effective January 1), the levies shall increase by an inflation factor of 2% unless
changed by a bylaw amendment. The five-year horizons shown in Table 1 are for quick
reference. The levies shall continue to inflate at the noted rate until such a time as the Bylaw is
updated and new rates are established. See Table 2 for a detailed list of projects and rates by
infrastructure class.
Table 1: Levy Rate by Benefitting Area
Rate Effective Until
Benefitting Dec 31, Dec 31, Dec 31, Dec 31, Dec 31,
Area 2024 2025 2026 2027 2028
3 $47,183 $64,800 $80,672 $82,285 $83,931
2. Distribution of Project Costs
2.1. Water Reservoirs, Pumphouses, Arterial Roads and New Facilities
The water reservoirs, pumphouses, arterial roads and public facilities projects identified
in the Off-site Levy Bylaw are new projects or upgrades triggered by growth that also
provide a benefit to existing residents. Since these projects benefit the entire City, the
levy is applied equally across all benefitting areas, and a portion of the cost is paid for by
the city to represent existing residents.
City of Lacombe Bylaw 509 - Schedule A
Page 2
The apportionment of costs for these projects is determined by an area-based
calculation, based on the 2022 gross developable area, as illustrated in Figure 1. This
calculation will be used until the Bylaw is updated and new rates are established.
Legend ? . --_ a ne q
[__] Gross Land Area (Excludes Lagoons & Waterbodies=4ha) P. = , tne
[9 Paid/Developed (55%) (a if .
| Unpaid/Undeveloped (45%) | ve oa Ve * od
j Pe 48
Figure 1- Cost Apportionment Between City and New Development
2.2. Other Improvements
Improvements such as water mains, sewer mains, lift stations and storm drainage
improvements that are triggered by development and do not provide a benefit to existing
parts of the City will be paid for in full by new development.
3. Off-Site Levy Rates by Project
Table 2 on the following page provides the levies by benefitting area, infrastructure class, and
project that will be effective as of the passing of Bylaw 509.
BYLAW #509 - Schedule A: Table 2
TABLE 2: DEVELOPMENT AREA LEVY SUMMARY
Po enefitingarea
2022 Off-site Levy Update RR | meee amo | am ei aaa
Gross Area 22.61 7.20 55.55 209.36 34.43 64.72 65.41 86.16 9.67
|
|_1.0 |WaterImprovements C--C--i'iSC
Pit | [Normwest rea Trunk WaterMans | Constructed (2001) 8 aar.rre| 74d | ss.4sa] 100% =| sassy] Teal 88
[fiz | [areas 7.8, 9.10.118, 118 and 18 Trunk WaterMain | Const 2016rt7) & Fuwre [$6,508,300 | 88.4 | 2161] 100% | savas] ----+| ------s«d|SSSCS~C~wCSCSCS~«S RSC] ----CH ST] --~C* NBT] --~C*C« BH] SCH] COSC
[fis [area 3,12,148, 148, 150, and 16 Trunk WaterMan----~--SCSCS*~dSCSCS*S*«~R te =a GOO| SRD | _Siz.TT| tom | _sir7m| sim ----SCSC~dTSSCT Cd Cd Cd Cd CS CS re
[fra | [area 15A Rosedale ally PRV VaWe Chamber__----SSSSSid Fate «Str. 000 [1868 | --$5,262[ t00% | seat | ST Cd) CO
[aaure [1s [area 19 Waterimprovements (TaD) Future i Urerown PPP tome SOS
[te | [Reservoirs Pumphouses_--SdSS*dS te [7G |STSSOO] a5 [SU zal CTR --CSC« TDA] ----~--CU za ----SCSCR Hea SCSC« TR] ----~=C*H DGC Ha SCSC« TR] _----~=C*ZG|--~--~SCG HR --CSC«
[| 4.6.7 | Reservoir -North Water Pumphouse &Resevor --|~--Coonstructed (2007) [$2,400,137] ar7.8 | $2935] 45% [stsatt
[| 62 | existing ReseroirBupgrades CTC CFutre S498, 000| r7e3 | soa] 45m [Saat
[| f.6.3 | Reservoir andPumphouse-Area16 Cider Ss 8,207,461 | 877.83 | $10,138] 45% | 82]
[fotalOffSiteWaterLevies CS wes TT
|CostofWaterimprovementsPerHa 828,907] 86,124 tt 562 $28,005] $28,005] $28,005] $28.05] $28,005] $28,005] $23,901] $11,562
eee eee eeeeeeeeeee eee eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee eee eeeeeeeeeeeeeeeee eee sees eee
|_2.0 |SanitarySewerlmprovements CT
[et [| [souheastuitstaton ----=--SCS*~*~S~S«sd CSC 008) |S an00.T97 | 20S | ----80.0K8] coe | gH --CSC*C*SC'"'éCCOYCO#*'(';#S*C*'"'SSS@i;~C*« SGC S|} | CECCSd
[22 | [area 12.it Staion and Foreman ----~SC~C~"~"~<~S*~dtC*C*~S*«~é te --=S«dS «COD | GOB | 89.638) t00% | soessl dT Cd TTC TTTCd TCS CS 88)
a Oe EZ cc 7
[24 | Iavea anand ae insiaion ----SSC*dYSCFute «dS --805,000 7.09 | S1t.800] tom | srnaval | | CT TCT TCU TTTCd TTC TTC
a Oe A
[25 | Ion Eastus Upgrade SSSSSCSCSCS*~*~*~dCSC*C sted 0T6) |S --2ts OS | 2BS | Se.0ao] 75% | --sa.rral STA] CSS SETS Sra
[27 [southeast ungrade----=SOSCSCSC~"~*S*"'"~*S*S*S*S*~<~SCSCS*«~S te ~SSSC*dSSC«(B OO wT S.Gea] Too | greet Sd --SC~"'"';C*dS*C"'"'C'"RCSCSC*~*'éRYCOC*~'"'sOiCO™*~*~«Sswme|--=--i"'éESSCSC*C"'CSSOC#C'"CS*SSC"'#TNSNSNS'SNCY
| [28 | |avea 158 and 15C Pre-Packaged Lit Staton and Forceman(FLS4) | __'Fuwe ----*(S t.or.00[ 11840 | sezri]_toom | soar | dT CT CT CTC TCS TTC CS
a Ce NS Ce 2
| future |210 | [Areat9SanitaryMains(TBD)--CC*dC Future [Unknown [TT 100%
[Total Off-Site SanitarySewerLevies 10886095 Pf
|CostofSanitaryimprovementsPerHa 88st] 85,339 83,774] $8,629] $8,620] 88.260] sa.zco] SO] SO] 887,743] $3,774
|
| 3.0 |StormDrainageImprovements
} 3.1 | Area 14A and 12-Drainage ImprovementArea |S Constructed (2020) $1,235,000] 96.1 | $12,856] 80% | $10,285, $10,285
| [a2 | area 13/154/198-Lake Elizabeth Outlet | Future, = S1.214,300] 36.13 | $33,605] 80% =| szeseat ff 828884
| s3 | Area 14B/15B/15C/19A - Storm Sewer and Water Quality Improvements | Future [$884,600 16145 | s5.47o|_ 100% | ssavot
[Total Off-site Storm Drainage ImprovementsLevies 888900
|CostofStormimprovementsPerHa oof sof soso ooo SO $40,285] $26,884
|
| 4.0 |ArterialRoadImprovements
| #4 [Elizabeth Lake Drive-58Streetto Ebony | Future $22,000,000] 817.8 | $26,000] 45% | $12,105] $12,105] $12,405] 812,105] $12,105] $12,105] 812,105] $12,105] $12,105] $12,105] $12,105] $12,105]
[__ #2 [__[re Stset Eviension Midway It Staton oS8Svet----~SCSCS~*~dtCSC~*~ Re --~=~S~*dS «800,000 wT! | sires] _as% | __ sored ___--saroal __89.704| ___so7oa| __saroal__$9,704| __s070a[ saa] sa7oa]____s0.70a[ saad] sa,rod
[83 | fre stectexension-Hwy 1210 Midwaytnstaion _----=S*d| SS CFuture «(SS 700.000 ats | sasea| 45% | $2,006 ----$2006 --S2086 ----«Sa.036i ----=sa.0a6)_----=sa.cae] ----«sa.cae| --=sa.nse| --=sz.0ae| --sz036|_--=«206| --=C« 006
[#4 [ [re stscutiny 12 ntrsecton improvements | Constructed @079)__[$__sar.ssi| _et7a | _83,702| 45% | _steos] __si.e0o]____s1.606| __steee| __si,e0o] 81.600] s1.00| _si.s0s] 81.600] s166| __st.e0s] 81.669
[#5 |__[ea Trai Upgrade -Elzabeth park Bhd to Non ORyBoundary '| --sFutwre --~--«([S--18,t00,000| ive | s22,132| 45% | _saasal_--_-sagsal_--_-s9.s0| __saaso__saesa|_--_s9.050|__s9.as0| __sagsa]_ S950] so.s0|__sagsa] 89.980
[xe __[_# SteetWidening=Fighway 2A to Fighway™2------=SSSCSC~*~dtCSC*~"~*'"~«é Ue --~=~S~*dS =i H0.000 |_| | _sa.Asi| 45% | __saess| ___Saaso]_____s3.650| ___saesol __saasa]____s3.650| ___saeso| __saagsol 83.650] ssosol __sagso] 83.659
[7 | righway 12 Widening Highway 2Ato34Street___---- CT Future $8,600,000[ 8178 | siosi6| 45% | $4732] $4,732] Sa73af $4,732] $4732] S4.732| 84.732] 84.732] $4732] $4732] $4,732] $4,732]
HotalOfr-site ArerialRoad improvementsLevies SS SSSSCSCsSSSSSCSCSCSCSC~SS www TCPCSCSCSY (CCT TCM TUM
|CostofArterialRoadimprovementsPerHa 888,951] 843,951 843.951] $43,051] s4zo5i| $43,951] $43,951] $az.o5t| $43,951] $43,951] $43,954
CT
| 5.0 [Facilities |
| new | 51] [Fireal --CT Future Ss 2,875,000] 8178 | $3,515] 45% | $1,582] 81,582] $1582] 87,682] 1.582] $1.82] 8.582] $1,582] 81,582] 81.582] 81,582] 81,582
[TotalOff-siteFacilityLevies ere
|CostofFacilitiesPerHa 84582] 84582 t582f 84582] $1582] stse2]st.s82] $1582] $4,5a2] 84.582] $1,582]
CT
lLevyPerDevelopmentArea(Ha)
[1.0 | | [WaterImprovements--ss--~--SC"'(CS!CCCCTTCTCdLTSCSS«828, 901] $6,124] $11,562] $28,005] $28,005| $28,005| $28,005 $28,005] $28,005| $23,901] _$11,562|
| 2.0 |_| _'[SanitarySewerlmprovements |] 88,105] $5,339] $3,774] $8,629| $8,629] $8,260| $8,260] $0] $0 $17,743] $3,774!
| 3.0 |_| _[StormDrainagelmprovements | SOY SOO SO] SO] S08 10,285| 8.26, 884
| 4.0 | | '[ArterialRoadImprovements | 843,951] $43,951] $43,951] $43,951] $43,951] $43,951] $43,951 $43,951] $43,951| $43,951] $43,951
[50 | | Faciities CSS Cd 582] 51,582 8,582] $1,582[ _$1,582| _$1,582| $1,582 $1,582/ $1,582] __$1,582| $1,582
[Total Levies Per Development Area(Ha) =| | | __ 877, 539| $56,996] $60,969] $82,167] $02,167] $81,708] $1,798] $73,598] $73,538] $97,462] $87,753]
BYLAW #509 - Schedule A: Table 2
TABLE 2: DEVELOPMENT AREA LEVY SUMMARY
Benefiting Area
Gross Area 38.43 22.87 19.21 8.59 120.93 194.33 60.27
| 1.0 |WaterImprovements
| tt | [NorthWest AreaTrunkWaterMans | Constructed (2001) |S 257,778| 4740 | $5438] 100% =| ssaset JP
[fra | _[areas 7,8, 810.114, 118 and 18 Trunk WaterMan | Const 2016/17) &Futwe [$s 6508.30 | s80s¢ | s21,er] 100% | sige] | |] CTC Cd Cdr
[fx _[ [area 3.12,148, 148, 160, and 16 TunkWaterMan ------=id~--S=SCSCPuture SS 6,279,900] 952.99 | strrr7| 100% | starr ___sivam7|____sirvm7|_------«d|--SSCS~i S| | CECT SCS
| ira | [Area 15A Rosedale ValeyPRV Valve Chamber | Future | |S ttz000| 1868 | $6,262] 100% | seze2}_ | | Sz}
| future [15 | [Area t9Waterimprovements(TSD) | utre | Unknown =| fT tf
| fre | (ReservoirsyPumphouses CE C*dS 44,120,588] 817.83 | $13,600] 45% | 6,124] $6,124] $6,124] $6,124] $6,124] 6,124] $6,124] $6,124] S6,124] 86,124
| [6.1 | ReservoirG-North Water Pumphouse& Reservoir | Constructed (2007) | ----2400,797| 817.8 | $2935] 45% | snsztt PT
| | 62 | Existing ReservoirBupgrades CTC ture 8 a98,000| res | soae] 45% | szatt PT
p | ----.6.3 | ReservoirDandPumphouse-Areat6 Futuro TS 8.297457| 877.83 | 810738] 46% [$4562] PT
[TotalOft-siteWaterLevies Ses Tt
|CostofWaterimprovementsPerHa 828.900 823,907] 82,386] S624] 823,001] $23.90] $28,005] 6,124] $6,124
oon
| 2.0 |SanitarySewerlmprovements
[ 2" | (soutneasttitstaton --SSSSSSSSCSC*CSCmstucte 2005) [8.400.107] 2659 | 80.048 com =| = wows] =| ||P CTTTCdTSTC~dYSCSCSC*"Y
| 22 | Area 12 LiftStation and Foroemain Future |S 646,000| 67.03 | $9,638] 100% | saese! |
| 28 | fAreasand12Sewermain Cd Fre $76,500] 86.92 | $4,992] 100% | s4gzat
| 24 | Area t4nandiapLitstaon Future |S 565,000| 47.09 | $17,098] 100% | Stt.go8]_ Site] Stove]
| 25 | fArea 16 Midway LiftStationandForcemain | Constructed (2020) [$2,673,693 1079 | $23,863] 100% | saaess] PP esssf
| 26 | |Northeasths Upgrade CT Constructed (2016) | $2,156,766] 428.6 | $5,032] 75% | sa.774]Sa.r7a| 83,774] $a.77a] $3774 a774] Sarre Sa.774| 3.774] 83,774)
| 27 | fsouthEastus upgrade = Cd Fture 768,000] 262.87 | $2,922] 100% | -- sagaat fT
| 28 | [Area 158 and 15¢ Pre-Packaged LiftStation and Forcemain(FLsa) | Future | $1,107,000 | 119.40 | s927i] 00% | soar} TT $97tf sera
| 29 | Area 7 and 88.SELift Station 3rd Pump Addition | Future |S 73,000] 197.91 | $360] 100% | sg}
| future [210 | [Area t9SanitaryMains(TBD) Tutu | Unknown | t00%
[Fotal Off-Site SanitarySewerlevies Cte ff
|CostofSanitaryimprovementsPerHa st re 8t5772] 83774] 843,045] $13,045] $27,626] $3,774] 3.774] $3,774)
ee
| 3.0 [Storm Drainage Improvements
[| [3.1 | [Area 14A and 12- Drainage ImprovementArea | Constructed (2020) [S$ 1,235,000[ 96.1 «| $12,856] 80% | $10,285] $10,285 PT
| |s2 | [Area 13/15A/19B-Lake Elizabeth Out | Future 81,214,900 36.13 | $93,605] 80% | Szeged] | Smee}
| |.3_ | _Area 14B/15B/15C/19A - Storm Sewer and Water Quality improvements | Future [$884,600] 161.45 | $5,479] 100% [| ssa7a]_ | S5A7o] | $579] Sava} | aro]
[Total Off-site Storm Drainage ImprovementsLevies | SS 893900F PP
|Cost of StormimprovementsPerHa tz] 85,479] 826884] $5,479] sara] So] SO] 85479] $26,884!
ee
| 4.0 |ArterialRoadImprovements
|__| [Eleabetn Late Dive-58 Strestio Ebony | Future |S 2,000,000] etre | $26,000] 45% | Stat05| --St2.t05]------Sz.t05] Stats] 12.105] ------Sz.t05] $12.05] 12.105|_----Sz.t05| $12,105]
[___[42__|__ [fe Steet Exension- Midway Lit Staton toS8Stet_----=~S~*~*~C*'"~*'éRe~S~=~*~*dtS~«SC~« 800,000] TB | sz1.7es| 45% | 0,794] 0,794] 0,794] 0,704] 0.704] 9.704] 0.704] 9.704] 0.704] $9,704
[#3 __|_ [re streetexension-Hwy 1210 Midway LitStaton _------=«| ~----SCSCuture ----=«d(S 8.700.000] e178 | saszal 45% | --$2,036| ----$2,036| --$2,036| _--$2,086| _--$2,086| --$2.086| --s2.036| --$2.086| _--$2,086_--«$ 2,086
[44 | _[re StreevHiny 12 intersection improvements _____--__----~«d( ~--Constuctea @0Te) [8 3.027.651] e178 | $3,702] 45% | 1.666] 1.666] 1.660] 1.666] 1.660] 1.660] 1.666] s1.660| 1.666] 1,660
[85 | |Cae Trai Uporade-Eizabeth park Bhd to Norn GiyBounday [Future «|S te.t00000| e178 | sa2aa| 45% | soeso| ----sa.asa|_--sa.ssal saga] ----s0.as0| _----sa.ssa| saga] = s0.as0| ----«Sa.s5a| 80,059
[___46__|_ Steet Widening Highway 2AtoHighway12 SSS ~SCSCSCSC*Ci ture ~----~=SC«dtS~--6860,000] 17.8 | s8.131] 45% | $3,650] sae50| _--saes0|_--saeso|_--saeso|_--saese|_--saese] _--_saesal _--_--saesa] _--_sa.6s0|
|__| |righway 12 widening Highway 2Ato34Suet_------ | Future «(8 --8,600,000| e178 | S10,516| 45% | sa7aa|--S47e2i_----sa.7a2|------=Sa.7a2| _--saraai|_----=--Sa.7a2| $4792] sa.7a2|----Sa.72| 84,792
[Total Off-site Arterial RoadImprovementsLevies =| rst PP
|Cost of Arterial Road improvementsPerHa 848951 843,951] 843,051] $43,951] saae51] s4z.a5i] $az.e5a] 43.051] $43,954]
|
| 5.0 |Facilities |
| new | 51] [FireHon Cd Ftre 2,875,000] 8178 | 93,515] 45% | sez] $1582] $1.82] $1,582] S582] $1,582] 81.582] S1.582] 81,582] $1,582]
[FotalOfrsiteFaciltyLevies ref
|CostofFacilitiesPerHa 858284582] S582] $4582] stse2] 582] $4582] $4,582] $1,582
PO
Levy PerDevelopmentArea(Ha)
| 1.0 |_| _|Waterimprovements | $23,901] $23,901] $12,386] $6,124] $23,901] $23,901] $28,005] $6,124] $6,124
| 2.0 |__| _'|SanitarySewerlmprovements | | 895,772 $15,772 $3,774] $13,045] $13,045 $27,626] $3,774| $3,774] $3,774
| 3.0 |_| --_|StormDrainage Improvements | FC $10,285] $5,479] $26,884) $5,479] $5,479] $0] $0] $5,479] $26,884)
| 4.0 | | _'|ArterialRoadImprovements | $43,951] $43,951] $43,951] $43,951] $43,951] $43,951] $43,951] $43,951] $43,951
[so | | (Facilities | OSTTTCrSC--~SS----~d--S iY 814.582] $1,582] $1,582] _--*$7,582| $1,582] $1,582] --*$7,582| $1,582] $1,582
Total Levies Per Development Area) || 89540] s00,ees] $08,577] $70,te1] $07,958] $07,060] $77,312] seo,oto] $2,315
City of Lacombe Bylaw 509 - Schedule B
Page 1
CITY OF LACOMBE BYLAW 509
Schedule B -- Benefitting Area Maps
: ZY af | 6 Stantec LiomBe
(ee, ae oF {AC ae,
iyi Z Areas Paid Offsite Levies as of March 9, 2023
Cuan ) Sere Open Space
= i u {7 .
rz. Zi Yy New Offsite Levy
= : rai Zl i f Yy pp co Municipal Boundary
, ° rr : 47 av oY f B |
. Z aNS a [7 : New Areas
(ee hed A S2 B yl
; ) = ge ~~ SSS Gross Area. 226ha |GrossArea: 9 7ha
| . pas y. | sane wor Ee SSeS Net Dev. Area: 19.9ha_ |NetDev. Area: 5.4ha
es, y ta cat = ; Gross Area: 24ha |Gross Area: 38 4ha
» ES y, < 'eabenves frm ti, Net Dev. Area: 2.4ha_|Net Dev. Area: 29.0ha
\ Jon A RUZAE EE tires ee es - e
Pa i, a / y : gee ee BS, / Baan Pees lerce / Gross Area: 7.2ha_ |Gross Area: 22.9ha
A 15¢ Ge Y a ae eet, a eal: O 7%, Net Dev. Area: 5.2ha__|NetDev. Area: 18.1ha
'a } y ff: roe 2 Ss Boe Sa Gross Area: 55.6ha_ |Gross Area: 19.2ha
YC LLY / -- " Oe Ste Se Op a Ane ae ree 8 Ciena | : | : Net Dev. Area: 43.8ha |NetDev. Area: 18.7ha
= J (ks t 4 pi %,° - ; 4 i i:
w i 158 115A b. po pidicak & Ypy : Gross Area: 209. 4ha | Gross Area: 8.6ha
On y or babs => ; Et, Sete Pirate Soper YW ' Net Dev. Area: 154.1ha|Net Dev. Area: 8.4ha
. . YW | BEE ty bc, | Se i ae [Mites Fo Py 7 ' Gross Area: 31.9ha |Gross Area: 120.9ha
3 i | ae os Bes | ay ae ae Rey poe SI) By 4 Net Dev. Area: 31.2ha |Net Dev. Area: 111.0ha
é sk ene Re, | 0 Fe ioe Sec Py) be 11B Pt |
3 ay i ie oe oe Pie eis A Gross Area: 34.4ha |Gross Area: 194 3ha
8 ne ry See GS ae CF .// Lay Re Net Dev. Area: 33.7ha |Net Dev. Area: 107.9ha
3 ' ; * d Pa Scr & : Pi i
& / "4 : af : aS in a tog py} ten AY " - i Gross Area: 64.7ha_ |Gross Area: 60.3ha
¥ yy 16 Z ways . i be. jee ' tf a8 tt Uy, Net Dev. Area: 59.9ha |NetDev. Area: 2.0ha
$ f . ep | i ; ri se Reali Vaid : :
E Ye : - a FRE | | : yh 2d ls Me Na baa Gross Area: 65.4ha_ |Gross Area: 32.9ha
g Vi } Y Fr ete 4 C Sae 8 As a bie ee Tasos Ie 11A Net Dev. Area: 64.0ha |Net Dev. Area: 24.0ha
=| en --IIWE L; SER aE Cn oe ee aa. it Bae 8 7 ae Gross Area: 86.2ha |GrossArea: 12.4ha
2 hag) A INNNNNNN i lhe re : oy hi ni Bs sata ies Sell (aia) 1300 eras ~--Fe Net Dev. Area: 67.0ha_ |Net Dev. Area: 12.0ha
2 \ a . i ere een de fate the fe ae USN SVwVyp 0 500 4,000
2] | } r EPign 2 ao. ty : ; , C , ey ae. fon / ene: SESS rs metres
g |) a t 3 mis shh , Zi Ga Pe hi ~ gs SS (At original document size of 11x17)
al f : , paws & Le Cc é YW ON ; ee 1:25,000
x! if : ( on Bid ®y, ox ne fe JOSS veo, se | 4 T Gonrdinate System: NAD 1983 3TM 114
5 j / , . : "5 Bs AN = if * s/s YL ' SQ P| | 2 Background: Orthophoto from City of Lacombe, 2022
: L Ef (ees Ps EE 7. "yy Sy Pe Se aeouwe As "Royse
7 4 - i, ' PLA LDLLA* if q
8 es Usenet! ce | Sus YW, CITY OF LACOMBE
3 7= fae. | "SS J) | OFFSITE LEVY BYLAW
2 uss ES ms | FigueNo.
2 XA \ 4 Title
i RAN | 1 OFFSITE LEVY AREAS
- Disclaimer: This document has been prepared based on information provided by others as cited in the Notes section. Stantec has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. Stantec assumes no responsibility for data supplied in electronic format, and the recipient accepts full responsibility for verifying the accuracy and completeness of the data.
ee Y ote
G ' | 6) Stantec {gover
"ie Ee Areas Paid Offsite Levies as of March 9, 2023
, HE a Open Space
"7, ae aD | 4 ]
a 14A yo p WY [__] New Offsite Levy Areas
ee = S GS 74g A y Re YY "p/ Cj Municipal Boundary
Le ey vy VA '4 Fi 4, al 3 === Proposed WaterLines
Y, eae 7 : "NS ae if ; <= Existing Water Lines
¥ | aes , J i'. edt Nek | | : M) Future Reservoir Pump Station
ne eo ohio Tie Ao le NSS i BB Existing Reservoirand Pump Station
; 4 {= Eich N OTN |
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= | ' Pump, House)D, a Hin Dias ee RS ; 7 - 4 Connection to Vs eee p> _--_-- Eo)
3 J a ; Sg : Fs Re y, ' "Regional Water" TRA RII 9 10 B (At original document size of 11x17)
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g a aoe sath Chole CITY OF LACOMBE
: ms om ced <\ 7 .. A, OFFSITE LEVY BYLAW
2 _s Ss Avs ee oees Figure No.
3 SAN poodeoe i) Tile
g . RS SON) | i TRUNK WATER MAINS
Disclaimer: This document has been prepared based on information provided by others as cited in the Notes section. Stantec has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. Stantec assumes no responsibility for data supplied in electronic format, and the recipient accepts full responsibility for verifying the accuracy and completeness of the data.
Q ZY a | 6) Stantec COMBE
yo (4 Areas Paid Offsite Levies as of March 9, 2023
an aa oo | Open Space
a 1 yo ae YY [_] New Offsite Levy Areas
ae Ze Y aah ? . f 7 2 pes | a Biisting Lift Station
LE Rey yi WA y | : i Uv DI : E MI Proposed Lift Station
gil ZG, +) es , ans - Ty 7 --= Existing Sanitary Forcemain
, a 4 ae us 8 NS : === Proposed Sanitary Forcemain
. = rN Mee St Spa -- Existing Sanitary Line
. a 4 a 2 ' 'J Shas . .
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a "ss ~ > +f be apiiac'. \y"
i . ' : 4 bs A 1 aie = :
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: my yy Y . op lifttStati $5: North East Lift Station Receiving Lift
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8 a Ys ; Yy ; HS) ale i at e c : _-- 4
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5 4 { t ' : yy; "3 fet ene Kes SY re | 4 Poe inate System:
: sir ALT . 4 Zz be t a W yy, SY peed renY OF LACOMBE, AB oRowow by FL on 2003-08-20
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8 - im Ve ae YW, CITY OF LACOMBE
5 = og SS ss Jj . OFFSITE LEVY BYLAW
2 i f - Figure No.
2 XA . i Title
Fs ' RA | OFFSITE LEVY: LOCAL WASTEWATER
g ate ROO y PUMPSTATIONS, LIFT STATION
E L ; UPGRADES, FORCEMAINS
Q
Disclaimer: This document has been prepared based on information provided by others as cited in the Notes section. Stantec has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. Stantec assumes no responsibility for data supplied in electronic format, and the recipient accepts full responsibility for verifying the accuracy and completeness of the data.
i wa silly Cs ae
| a" Wi 2 N\A) Areas Paid Offsite Levi f March 9, 2023
da { aati \ reas Pal site LeviesSaso alc 1
ie - Leap Open Space
a a de ' Riad kee. Mh [__] New Offsite Levy Areas
iy : / Y eb t | LLZZ Area 14A &12- Drainage CJ Municipal Boundary
\ es yi 14 (aa | Y D ; Improvement Area aes Existing Storm Line
A pate / rome aiNS yo om === Proposed Storm Line
: | y Seaview
7 & ' =U Pi OS. rs.
Area 14B/15B/15C - A B 4 AT al Be ay cif
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y pA aa "j
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Ss 4 r é F N - aa ae, oe ' cf, . Coordinate System:
5 y ; | 3 * 2 th <3 = YA i i YA SQ0 , | " 2 Bockground: Orthophoto. trom city of Lacombe, 2022
3 ze Oa. ST OLS A ye Pee ease ae Por petore
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Z ig Ph a | As 4 Z j CITY OF LACOMBE
: a So Be eS J, OFFSITE LEVY BYLAW
a ae | ; » Figure No.
' = SS 6.3
3 XA . i Title
} RA ' OFFSITE LEVY: STORM SYSTEM
: a. BOOS i IMPROVEMENTS
Q
Disclaimer: This document has been prepared based on information provided by others as cited in the Notes section. Stantec has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. Stantec assumes no responsibility for data supplied in electronic format, and the recipient accepts full responsibility for verifying the accuracy and completeness of the data.
ee SS by gies
r c C&E Trail Upgrade - G J f 6) Sta ntec T<oMBE
: Elizabeth park Blvd to 7 ;
a North City Boundary cal f is ,
4 a id ' C7 ; y cs J]
ha \ il Z Areas Paid Offsite Leviesas of March 9, 2023
we ww ¥Z | (J) Open Space
me J Vy (7 7
A 7" ; } ZA, Gy [__] New Offsite Levy Areas
ae i; a, pap | _ 5 if | 7 4 at Cj Municipal Boundary
; y W | go rl
PA i e J ® 7
aS. Va a 1 imi
Sem Elizabeth Lake Drive - y 1S E SNSSS ad
58 Street to Ebony yy PS ia = : a Sy ' re
\ r i . ; H Late ~Y - =
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; gs CRS al Es): ts
he ee) ee Me :
4 y a> 1 ORNS mis 34 Street Widening - wis
LLY / oP sh foateaa guns eal epi san ae. f Highway 2A to
~ Wy Sie , = nak Ffemel Pate oh zt ie ah Highway 12
A | GY B= A 37 ; ; a eid Yy ,
SAO : ;
76 Street Extension - A TE pare ag | | aNe= th, '
Midway Lift Station to Wf, 777 ex] i Y (ae ;
3 76 Street Extension - y Bie aE 1h fae) a ~ P
x Hwy 12 to Midway EY ca Y- 3 Sam! iat Mie y a Ne
¥ Lift Station Vg eo a ep SLIALS tee? P ht
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iv ey : af eS : [7 2
é JA Y wanted a ee | | Highway 12 Widening - -- Ti
E 4, Ss Yj - Tle i Highway 2A to 34 Street HAWN ns
E ys ro fp ele Teapaleslom lee ~, YE KT = 11A
z VA KG ir, , i Y) ~ r ; : r | : If em =a 'ea 7 he fF f
< RARER | } : - - = fi rt rs ar isi 1 PP - a 7 =
4 a | J i : eet Ke ; VS SS RQ | 0 500 1,000
Z he 5 | ee a Sp ' , PN eee cf 0 XK RARER metres
z |. 76 Street Extension - 3 A} fhe A VEN 7 WY? tad eT Yes (At original document size of 11x17)
o| f Hwy 12 to Midway aracta yy m= pa Wy oN g 8 e -- 1:25,000
o / ° . . * a = = ? ; ny
5 ( Lift Station ( or é Ny, AS z ue Yo 7 Sr Zs +E inate System: NAD 1983 3TM 114
S /. ' * r 2 Bs 4 Ee : if 2074 Th OR i , 2. Background: Orthophoto from City of Lacombe, 2022
i 2 Se <a Casi "yore "aman
S -- wy iare LIK V4 A |
: aa he sats Y CITY OF LACOMBE
: = chm Sv J | OFFSITE LEVY BYLAW
3 al > Figure No.
i = XS | 6.4
2 parent Sig y Te
5 cAuN OFFSITE LEVY: ARTERIAL ROADS
3 : S SSSA '
8 uk. NSS |
Q
Disclaimer: This document has been prepared based on information provided by others as cited in the Notes section. Stantec has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. Stantec assumes no responsibility for data supplied in electronic format, and the recipient accepts full responsibility for verifying the accuracy and completeness of the data.
City of Lacombe Bylaw 509 - Schedule C
Page 1
City of Lacombe Bylaw 509
Schedule C - City of Lacome Offsite Levy Update Report (2022)
§ Stantec
City of Lacombe Off-Site Levy
Update Report (2022)
August 21, 2023
Prepared for:
City of Lacombe
Prepared by:
Stantec Consulting Ltd.
"Copyright ©,
Stantec Consulting Ltd., 2020"
CITY OF LACOMBE OFF-SITE LEVY UPDATE REPORT (2022)
This document entitled City of Lacombe Off-Site Levy Update Report (2022) was prepared by Stantec
Consulting Ltd. ("Stantec") for the account of The City of Lacombe (the "Client"). Any reliance on this
document by any third party is strictly prohibited. The material in it reflects Stantec's professional
judgment in light of the scope, schedule and other limitations stated in the document and in the contract
between Stantec and the Client. The opinions in the document are based on conditions and information
existing at the time the document was published and do not take into account any subsequent changes.
In preparing the document, Stantec did not verify information supplied to it by others. Any use which a
third party makes of this document is the responsibility of such third party. Such third party agrees that
Stantec shall not be responsible for costs or damages of any kind, if any, suffered by it or any other third
party as a result of decisions made or actions taken based on this document.
yw)
Prepared by
(signature)
Francine Lei, E.I.T.
ar Vrareia re signed by Francis,
'i Date: 2023.09.19
Reviewed by 12:52:20-06'00'
(signature)
Martine Francis, P.Eng.
CITY OF LACOMBE OFF-SITE LEVY UPDATE REPORT (2022)
Table of Contents
3.0 LEVY COMPARISON WITH SURROUNDING COMMUNITIES ...........ccccccessssssseeeeeeeeee
LIST OF TABLES
Table 1 Water Improvement Project Updates ...................0..cee sees sees estes teen eee eeeeeeeeeeeteeeteeeteeeeeeeeeeee
Table 2 Sanitary Sewer Improvement Projects Updates ..............cceecccceeeeeeeeeeeeeeeeeeeeeeeeeeeeentaeeeeee A
Table 3 Storm Drainage Improvement Projects Updates ...............ceeccceeeeeeeeeeeeeneteeeeeeeeeeeeentaeeeeee
Table 4 Arterial Road Improvement Projects Updates.....................:: eee etter
Table 5 Typical Central Alberta Off-Site LEVIES «0.2.0... ccecceeeeeeeeeeeeeeeeeeeeeeeeeeeesneeeeteeteeetseestaaeeeee
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CITY OF LACOMBE OFF-SITE LEVY UPDATE REPORT (2022)
Introduction
LIST OF APPENDICES
Appendix A -- Off-Site Levy Figures
Appendix B -- Off-Site Levy Summary Spreadsheet
Appendix C -- Opinion of Probable Costs
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CITY OF LACOMBE OFF-SITE LEVY UPDATE REPORT (2022)
Introduction
1.00 INTRODUCTION
Stantec Consulting Ltd. (Stantec) was requested by the City of Lacombe (the City) to provide support on
the Off-Site Levy Updates as part of the Lacombe Infrastructure Growth & Infill Needs Master Plan
project. The master plans Stantec prepared includes Water, Sanitary, Transportation and Master
Drainage Plan Update Reports. The studies provide an overarching executive summary identifying future
projects that will be triggered within the next 20-year horizon to implement the City's existing Master
Planning documents. As per the City's request on March 2, 2022, all future projects that are identified in
the City's planning documents to support the ultimate buildout of the City need to be assessed for off-site
levy eligibility. To support the Off-Site Levy Updates, Stantec has reviewed all the City's future planning
projects included in the City's current available planning documents, to provide an updated off-site levy
project list, benefitting areas, figures, and costs.
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CITY OF LACOMBE OFF-SITE LEVY UPDATE REPORT (2022)
Off-Site Levy Updates
The off-site levy updates have adhered to the City's current 2013 Off-Site Levy Bylaw No. 387 under
Section 2.2, which identified off-site levies eligible rules in accordance with the Municipal Government Act
(MGA). The list of water, sanitary, storm, and transportation projects, benefitting areas, figures, and cost
were reviewed and updated based on the projects identified in City's future planning projects included in
the City's Area Structure Plans (ASPs), existing Master Planning documents, and the overarching
Executive Summary Master Plans as detailed below.
2.1 FIGURE UPDATES
Off-site levy areas are updated based on boundaries of current developed areas and expected future
developing areas. Water, sanitary, storm, and transportation figures are updated according to master
plans showing the ultimate buildout of the City and updated with current constructed infrastructure. The
off-site levy eligible projects showing on the figures are considered as a guideline for future planning and
development activities. It is expected that the City and future developers will need to consider the concept
design developed and provide a more in-depth planning for the buildout for each of the proposed
development areas. Updated figures are included in Appendix A.
2.2. BENEFITTING AREA UPDATES
The net developable area is defined as the lands required for off-site infrastructure to support their
development. The 2013 Off-Site Levy Bylaw calculated the net developable areas by using the total areas
deducted by the open spaces that are undevelopable. Based on discussions with the City, the net
developable areas are further deducted with a 2% to count the arterial roads and Public Utility Lots
(PULs) in the areas. The updated net developable areas are shown on Figure 3.1 in Appendix A.
2.3 OFF-SITE LEVY PROJECTS UPDATES
The water, sanitary, storm, and transportation off-site levy improvement projects are modified by
consolidating the off-site levy legible projects identified in the Master Plans to support the ultimate
buildout of the City as shown in Appendix A. Total costs are updated by adjusting Opinion of Probable
Costs (OPCs) included in the Master Plans and adjusted to 2022 dollar using the Bank of Canada
inflation rates. Some of the OPCs that are carried forward from the 2013 Off-Site Levy OPCs are updated
using 2022 unit prices. With the projects that are already constructed, the City has provided the actual
construction cost including engineering and land costs. Detailed OPCs and Off-Site Levy Spreadsheet
are included in Appendix B and Appendix C, and updates of each project are summarized in Table 1 to
Table 4 below.
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CITY OF LACOMBE OFF-SITE LEVY UPDATE REPORT (2022)
Off-Site Levy Updates
Table 1 Water Improvement Project Updates
Project Name Updates/Notes
2013 Off-Site Levy Water Improvement Projects
North West Area Trunk Water Mains e Constructed, kept on the list to collect off-site levy cost.
e Cost updated based on the actual construction cost provided by
the City.
North Water Pumphouse & Reservoir e Constructed, kept on the list to collect off-site levy cost.
e Renamed to "Reservoir C - North Water Pumphouse &
Reservoir (constructed)".
e Cost updated based on the actual construction cost provided by
the City.
e Developer benefit percentage updated to 55% as 45% of
benefitting areas already developed.
South East Water Pumphouse and e Removed from the list by the City.
Reservoir
Areas 7, 8, 9A, 9B Trunk Water Main e Combined with Area 11A and 11B Trunk Water Main.
Areas 11A and 11B Trunk Water Main e Combined with Area 7, 8, 9A, 9B Trunk Water Main.
Area 12 Trunk Water Main e Combined with Area 3, 14A, 14B, 15A, 15B, 15C, 16 Trunk
Water Main.
Area 14A and 14B Trunk Water Main e Combined with Area 3, 12, 15A, 15B, 15C, 16 Trunk Water
Main.
Area 15 Trunk Water Main e Combined with Area 3, 12, 14A, 14B,16 Trunk Water Main.
Area 16 - West ASP Trunk Water Main e Combined with Area 3, 12, 14A, 14B, 15A, 15B, 15C Trunk
Water Main.
Added Off-Site Levy Water Improvement Projects
Areas 7, 8, 9,10,11A,11B and 18 Trunk e Combined 2013 off-site levy projects as described above.
Water Main e Existing and future waterline alignment updated based on City
of Lacombe 2013 Water Master Plan and City of Lacombe
Water Master Plan Update (2020).
e Cost updated based on the cost estimates in the City of
Lacombe 2013 Off-Site Levies Report Update, with updated
Year 2022 unit prices.
Area 3, 12, 14A, 14B, 15C, 16 Trunk Water | e Combined 2013 off-site levy projects as described above.
Main e Existing and future waterline alignment updated based on City
of Lacombe 2013 Water Master Plan and City of Lacombe
Water Master Plan Update (2020).
e Cost updated based on the cost estimates in the City of
Lacombe 2013 Off-Site Levies Report Update, with updated
Year 2022 unit prices.
Area 15A Rosedale Valley PRV Valve e Added in based on the City of Lacombe Water Master Plan
Chamber Update (2020).
e Cost updated based on City of Lacombe Water Master Plan
Update (2020) with inflation, contingency, and engineering cost
added.
mp u:\116239636\07_reports_studies\levy update\memolfinal report\rpt_lacombe_mp_offsite_levy_update_20230818_pm.docx 3
CITY OF LACOMBE OFF-SITE LEVY UPDATE REPORT (2022)
Off-Site Levy Updates
Project Name Updates/Notes
Area 19 Water Improvements (TBD) e Added as a place holder for future development, cost will be
determined in the future.
Existing Reservoir B upgrades e Added in according to the City of Lacombe Water Master Plan
Update (2020).
e Cost updated based on City of Lacombe Water Master Plan
Update (2020) with inflation, contingency, and engineering cost
added.
Reservoir D and Pumphouse -- Area 16 e Added in according to the City of Lacombe Water Master Plan
Update (2020).
e Cost updated based on City of Lacombe Water Master Plan
Update (2020) with inflation, contingency, and engineering cost
added.
Table 2 Sanitary Sewer Improvement Projects Updates
Project Name Updates/Notes
2013 Off-Site Levy Sanitary Sewer Improvement Projects
Sanitary Waste Water Disposal (WWTP Upgrade | e Removed as per the City's comment: "The capital for the
or Regional Connection) NRDRWWSC is funded through user rates. Hard to
justify a specific "buy-in" number for developers."
Sanitary WWTP Upgrades e Removed as the City indicated this project is no longer
relevant.
South East Lift Station (Constructed) e Kept on the list and it has been constructed.
e Cost is referencing the 2013 Off-Site Levy spreadsheet.
e Developer benefit percentage updated to 59% asa
portion of benefitting areas already developed.
Area 12 Lift Station e Renamed to "Area 12 Lift Station and Forcemain".
e Cost updated based on City of Lacombe Sanitary Master
Plan Update (2020) with inflation, contingency, and
engineering cost added.
Area 14A and 14B Lift Station e Kept on the list.
e Cost updated based on Lacombe Sanitary Sewer Study
(2016) with inflation, contingency, and engineering cost
added.
Area 15 Lift Station e Kept on the list and renamed to "Area 15B and 15C Pre-
Packaged Lift Station Forcemain (FLS4)".
e Cost updated based on Lacombe Sanitary Sewer Study
(2016) with inflation, contingency, and engineering cost
added.
West ASP Lift Station e Kept on the list and renamed to "Area 16 West ASP Lift
Station and Forcemain".
e Constructed, cost updated based on the actual
constructed cost provided by The City.
North East LS Upgrade e Kept on the list.
mp u:\116239636\07_reports_studies\levy update\memolfinal report\rpt_lacombe_mp_offsite_levy_update_20230818_pm.docx 4
CITY OF LACOMBE OFF-SITE LEVY UPDATE REPORT (2022)
Off-Site Levy Updates
Project Name Updates/Notes
e Constructed, cost updated based on the actual
constructed cost provided by The City.
South East LS Upgrade e Kept on the list.
e Cost updated based on Lacombe Sanitary Sewer Study
(2016) with inflation, contingency, and engineering cost
added.
Added Off-Site Levy Sanitary Sewer Improvement Projects
Area 3 and 12 Sewer Main e Added in based on the City of Lacombe Sanitary Master
Plan Update (2020).
e Cost is referencing the City of Lacombe Sanitary Master
Plan Update (2020) and added the constructed 525 mm
sewer within Area 3, inflation, contingency, and
engineering costs are added too.
Area 7 and 8B SE Lift Station 3rd Pump Addition e Added in based on the City of Lacombe Sanitary Master
Plan Update (2020).
e Cost is referencing the City of Lacombe Sanitary Master
Plan Update (2020) with inflation, contingency, and
engineering cost added.
Area 19 Sanitary Main (TBD) e Added as a place holder for future development, cost will
be determined in the future.
Table 3 Storm Drainage Improvement Projects Updates
Project Name Updates/Notes
2013 Off-Site Levy Storm Drainage Improvement Projects
Area 14A and 12 Drainage Improvement Area e Kept on the list.
e Constructed, cost updated based on the actual
constructed cost provided by The City.
Area 14B and 15 Drainage Improvement Area e Kept on the list and renamed to "Area 14B/15B/15C/19A --
Storm Sewer and Water Quality Improvement".
e Cost updated based on the cost estimates in the City of
Lacombe 2013 Off-Site Levies Report Update, with
updated Year 2022 pricing.
Added Off-Site Levy Storm Drainage Improvement Projects
Area 13/15A/19B -- Lake Elizabeth Outlet e Added in based on the Lacombe Master Drainage Plan
(2020).
e Cost is updated based on the "Elizabeth Lake
Stabilization Update -- Revised Preliminary Stormwater
Technical Review" memorandum with inflation added.
mp u:\116239636\07_reports_studies\levy update\memolfinal report\rpt_lacombe_mp_offsite_levy_update_20230818_pm.docx 5
CITY OF LACOMBE OFF-SITE LEVY UPDATE REPORT (2022)
Off-Site Levy Updates
Table 4 Arterial Road Improvement Projects Updates
Project Name Updates/Notes
2013 Off-Site Levy Arterial Road Improvement Projects
Elizabeth Lake Drive Extension e Kept on the list.
e Renamed to "Elizabeth Lake Drive - 58 Street to
Ebony".
e Cost updated based on the cost estimates in the
City of Lacombe 2013 Off-Site Levies Report
Update, with updated Year 2022 pricing.
e Developer benefit percentage updated to 45%.
Extension to Elizabeth Lake Drive e Kept on the list, length is reduced and counted in
the 76 Street Extension project.
e Renamed to "76 Street Extension - Midway Lift
Station to 58 Street".
e Cost was estimated based on linear cost in the City
of Lacombe 2013 Off-Site Levies Report Update
and updated with inflation.
e Developer benefit percentage updated to 45%.
C&E Trail Upgrade (Arterial) e Kept on the list.
e Renamed to "C&E Trail Upgrade - Elizabeth Park
Blvd to North City Boundary'.
e Cost was estimated based on linear cost in the City
of Lacombe 2013 Off-Site Levies Report Update
and updated with inflation.
e Developer benefit percentage updated to 45%.
Extension of 34 Street to Highway 2A (Arterial) e Kept on the list.
e Renamed to "34 Street Widening - Highway 2A to
Highway 12".
e Cost updated based on the cost estimates in the
City of Lacombe 2013 Off-Site Levies Report
Update, with updated Year 2022 pricing.
e Developer benefit percentage updated to 45%.
Added Off-Site Levy Arterial Road Improvement Projects
76 Street Extension -- Hwy 12 to Midway Lift Station e Added in based on the preliminary design for 76
Street.
e Cost is based on the preliminary cost estimate with
updated Year 2022 pricing.
e Developer benefit percentage updated to 45%.
Highway 12 Widening -- Highway 2A to 34 Street e Added in based on the Lacombe Transportation
Master Plan Update (2020).
e Cost is referencing the Lacombe Transportation
Master Plan Update (2020) with updated Year
2022 pricing.
e Developer benefit percentage updated to 45%.
mp u:\116239636\07_reports_studies\levy update\memolfinal report\rpt_lacombe_mp_offsite_levy_update_20230818_pm.docx 6
CITY OF LACOMBE OFF-SITE LEVY UPDATE REPORT (2022)
LEVY COMPARISON WITH SURROUNDING COMMUNITIES
Table 5 below summarizes the typical off-site levies in other Central Alberta communities as a
comparison to the updated City of Lacombe off-site levy rates.
Table 5 Typical Central Alberta Off-site Levies
Community Typical Water Typical Typical Storm Transportation Total
Levy Sanitary Levy Levy Levy
City of Lacombe $6,124/ha -- $0/ha - $0/ha - $43,951/ha $50,075/ha -
(2022) $28,005/ha $27 ,626/ha $26,884/ha , 126,466/ha
Red Deer (2019) $43,558/ha $36,597/ha $56,720/ha $67 ,941/ha $204,816/ha
Town of Sylvan
Lake (2022) $28,712/ha $23,384/ha $1,688/ha $32,803/ha $86,587/ha
Town (2018) $16,767/ha $29,565/ha $13,031/ha $30,000/ha $89,107/ha
Town of Rocky
Mountain House $40,178/ha $23,082/ha NA $16,419/ha $79,679/ha
(2017)
Ponoka (2015) $16,301/ha $22,780/ha $4,681/ha $3,310/ha $47,072/ha
Innisfail (2016) $9,704/ha $102/ha $14,190/ha $23,996/ha
$55,395/ha - $5,539/ha - $18,400/ha - $182,178/ha -
Camrose (2022) | $102,844/ha | $463. 505/ha $94,718/ha $31,877/ha $392,944/ha
$2,034/lot (If
Public Utility
Rate Charge
has not been
County of approved), or
Wetaskiwin (2004) NA NA NA NA $1.034/lot (If
Public Utility
Rate Charge
has been
approved)
mp u:\116239636\07_reports_studies\levy update\memolfinal report\rpt_lacombe_mp_offsite_levy_update_20230818_pm.docx 7
CITY OF LACOMBE OFF-SITE LEVY UPDATE REPORT (2022)
Assumptions
4.0 ASSUMPTIONS
The following assumptions were made to update the off-site levy items:
e ©The City will determine off-site levy project, costs, and benefitting areas for the public facilities that will
be added to the off-site levy list.
e Annual inflation referencing Bank of Canada's inflation rates is added to the water, sanitary, storm,
and transportation off-site levy projects.
e © Off-site levy projects with previously completed detailed OPCs have been updated with 2022 pricing.
Annual inflation is applied to the LS items without detailed information and projects that were
estimated based on linear meters cost.
e tis assumed that arterial roads and PULs areas are 2% of each of the benefitting areas.
e The OPCs are high-level estimations since it is difficult to predict future costs on material and labour.
Contingencies and engineering costs are added to the off-site levy projects and vary between 20% -
50% based on the confidence of the OPCs and projects that are defined at this time.
e Water reservoirs, pumphouses, arterial roads and public facilities projects identified in the Off-Site
Levy Bylaw are new projects or upgrades triggered by growth that also provide a benefit to existing
residents. The apportionment of costs for these projects is determined by an area-based calculation.
e Area 19 off-site levy water main and sanitary sewer are to be determined once an outline plan or an
ASP is developed.
mp u:\116239636\07_reports_studies\levy update\memolfinal report\rpt_lacombe_mp_offsite_levy_update_20230818_pm.docx 8
CITY OF LACOMBE OFF-SITE LEVY UPDATE REPORT (2022)
APPENDIX A - Off-Site Levy Figures
mp u:\116239636\07_reports_studies\levy update\memolfinal report\rpt_lacombe_mp_offsite_levy_update_20230818_pm.docx
: ZY af | 6 Stantec LiomBe
(ee, ae oF {AC ae,
iyi Z Areas Paid Offsite Levies as of March 9, 2023
Cuan ) Sere Open Space
= i u {7 .
rz. Zi Yy New Offsite Levy
= : rai Zl i f Yy pp co Municipal Boundary
, ° rr : 47 av oY f B |
. Z aNS a [7 : New Areas
(ee hed A S2 B yl
; ) = ge ~~ SSS Gross Area. 226ha |GrossArea: 9 7ha
| . pas y. | sane wor Ee SSeS Net Dev. Area: 19.9ha_ |NetDev. Area: 5.4ha
es, y ta cat = ; Gross Area: 24ha |Gross Area: 38 4ha
» ES y, < 'eabenves frm ti, Net Dev. Area: 2.4ha_|Net Dev. Area: 29.0ha
\ Jon A RUZAE EE tires ee es - e
Pa i, a / y : gee ee BS, / Baan Pees lerce / Gross Area: 7.2ha_ |Gross Area: 22.9ha
A 15¢ Ge Y a ae eet, a eal: O 7%, Net Dev. Area: 5.2ha__|NetDev. Area: 18.1ha
'a } y ff: roe 2 Ss Boe Sa Gross Area: 55.6ha_ |Gross Area: 19.2ha
YC LLY / -- " Oe Ste Se Op a Ane ae ree 8 Ciena | : | : Net Dev. Area: 43.8ha |NetDev. Area: 18.7ha
= J (ks t 4 pi %,° - ; 4 i i:
w i 158 115A b. po pidicak & Ypy : Gross Area: 209. 4ha | Gross Area: 8.6ha
On y or babs => ; Et, Sete Pirate Soper YW ' Net Dev. Area: 154.1ha|Net Dev. Area: 8.4ha
. . YW | BEE ty bc, | Se i ae [Mites Fo Py 7 ' Gross Area: 31.9ha |Gross Area: 120.9ha
3 i | ae os Bes | ay ae ae Rey poe SI) By 4 Net Dev. Area: 31.2ha |Net Dev. Area: 111.0ha
é sk ene Re, | 0 Fe ioe Sec Py) be 11B Pt |
3 ay i ie oe oe Pie eis A Gross Area: 34.4ha |Gross Area: 194 3ha
8 ne ry See GS ae CF .// Lay Re Net Dev. Area: 33.7ha |Net Dev. Area: 107.9ha
3 ' ; * d Pa Scr & : Pi i
& / "4 : af : aS in a tog py} ten AY " - i Gross Area: 64.7ha_ |Gross Area: 60.3ha
¥ yy 16 Z ways . i be. jee ' tf a8 tt Uy, Net Dev. Area: 59.9ha |NetDev. Area: 2.0ha
$ f . ep | i ; ri se Reali Vaid : :
E Ye : - a FRE | | : yh 2d ls Me Na baa Gross Area: 65.4ha_ |Gross Area: 32.9ha
g Vi } Y Fr ete 4 C Sae 8 As a bie ee Tasos Ie 11A Net Dev. Area: 64.0ha |Net Dev. Area: 24.0ha
=| en --IIWE L; SER aE Cn oe ee aa. it Bae 8 7 ae Gross Area: 86.2ha |GrossArea: 12.4ha
2 hag) A INNNNNNN i lhe re : oy hi ni Bs sata ies Sell (aia) 1300 eras ~--Fe Net Dev. Area: 67.0ha_ |Net Dev. Area: 12.0ha
2 \ a . i ere een de fate the fe ae USN SVwVyp 0 500 4,000
2] | } r EPign 2 ao. ty : ; , C , ey ae. fon / ene: SESS rs metres
g |) a t 3 mis shh , Zi Ga Pe hi ~ gs SS (At original document size of 11x17)
al f : , paws & Le Cc é YW ON ; ee 1:25,000
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5 j / , . : "5 Bs AN = if * s/s YL ' SQ P| | 2 Background: Orthophoto from City of Lacombe, 2022
: L Ef (ees Ps EE 7. "yy Sy Pe Se aeouwe As "Royse
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8 es Usenet! ce | Sus YW, CITY OF LACOMBE
3 7= fae. | "SS J) | OFFSITE LEVY BYLAW
2 uss ES ms | FigueNo.
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i RAN | 1 OFFSITE LEVY AREAS
- Disclaimer: This document has been prepared based on information provided by others as cited in the Notes section. Stantec has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. Stantec assumes no responsibility for data supplied in electronic format, and the recipient accepts full responsibility for verifying the accuracy and completeness of the data.
ee Y ote
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, HE a Open Space
"7, ae aD | 4 ]
a 14A yo p WY [__] New Offsite Levy Areas
ee = S GS 74g A y Re YY "p/ Cj Municipal Boundary
Le ey vy VA '4 Fi 4, al 3 === Proposed WaterLines
Y, eae 7 : "NS ae if ; <= Existing Water Lines
¥ | aes , J i'. edt Nek | | : M) Future Reservoir Pump Station
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; 4 {= Eich N OTN |
oa eS" Resemvoinand/" tiny ES] W&M PRV Chamber
a PWN ap |
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3 iy y, / ' , Ys é rnin ( / >» SLUSUIN NSIS { :25,
3 J a ; ; : 7 35 St a :
i - Ag Ps aa Cee Yo i) : i SN 1 SSSSSSSSSSSSSSsssssssse
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4 F / ' KK A525 754 DALLA, f
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g a aoe sath Chole CITY OF LACOMBE
: ms om ced <\ 7 .. A, OFFSITE LEVY BYLAW
2 _s Ss Avs ee oees Figure No.
3 SAN poodeoe i) Tile
g . RS SON) | i TRUNK WATER MAINS
Disclaimer: This document has been prepared based on information provided by others as cited in the Notes section. Stantec has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. Stantec assumes no responsibility for data supplied in electronic format, and the recipient accepts full responsibility for verifying the accuracy and completeness of the data.
Q ZY a | 6) Stantec COMBE
yo (4 Areas Paid Offsite Levies as of March 9, 2023
an aa oo | Open Space
a 1 yo ae YY [_] New Offsite Levy Areas
ae Ze Y aah ? . f 7 2 pes | a Biisting Lift Station
LE Rey yi WA y | : i Uv DI : E MI Proposed Lift Station
gil ZG, +) es , ans - Ty 7 --= Existing Sanitary Forcemain
, a 4 ae us 8 NS : === Proposed Sanitary Forcemain
. = rN Mee St Spa -- Existing Sanitary Line
. a 4 a 2 ' 'J Shas . .
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a "ss ~ > +f be apiiac'. \y"
i . ' : 4 bs A 1 aie = :
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5 f SSN ferret a fm se Se LJ 11B
: my yy Y . op lifttStati $5: North East Lift Station Receiving Lift
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5 4 { t ' : yy; "3 fet ene Kes SY re | 4 Poe inate System:
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5 = og SS ss Jj . OFFSITE LEVY BYLAW
2 i f - Figure No.
2 XA . i Title
Fs ' RA | OFFSITE LEVY: LOCAL WASTEWATER
g ate ROO y PUMPSTATIONS, LIFT STATION
E L ; UPGRADES, FORCEMAINS
Q
Disclaimer: This document has been prepared based on information provided by others as cited in the Notes section. Stantec has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. Stantec assumes no responsibility for data supplied in electronic format, and the recipient accepts full responsibility for verifying the accuracy and completeness of the data.
i wa silly Cs ae
| a" Wi 2 N\A) Areas Paid Offsite Levi f March 9, 2023
da { aati \ reas Pal site LeviesSaso alc 1
ie - Leap Open Space
a a de ' Riad kee. Mh [__] New Offsite Levy Areas
iy : / Y eb t | LLZZ Area 14A &12- Drainage CJ Municipal Boundary
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A pate / rome aiNS yo om === Proposed Storm Line
: | y Seaview
7 & ' =U Pi OS. rs.
Area 14B/15B/15C - A B 4 AT al Be ay cif
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y pA aa "j
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3 ' ; i ' : Dy ss ree '2 Y en SONI ONE 1:25,000
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5 y ; | 3 * 2 th <3 = YA i i YA SQ0 , | " 2 Bockground: Orthophoto. trom city of Lacombe, 2022
3 ze Oa. ST OLS A ye Pee ease ae Por petore
2 vy ) RO eee) ot OO _
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Z ig Ph a | As 4 Z j CITY OF LACOMBE
: a So Be eS J, OFFSITE LEVY BYLAW
a ae | ; » Figure No.
' = SS 6.3
3 XA . i Title
} RA ' OFFSITE LEVY: STORM SYSTEM
: a. BOOS i IMPROVEMENTS
Q
Disclaimer: This document has been prepared based on information provided by others as cited in the Notes section. Stantec has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. Stantec assumes no responsibility for data supplied in electronic format, and the recipient accepts full responsibility for verifying the accuracy and completeness of the data.
ee SS by gies
r c C&E Trail Upgrade - G J f 6) Sta ntec T<oMBE
: Elizabeth park Blvd to 7 ;
a North City Boundary cal f is ,
4 a id ' C7 ; y cs J]
ha \ il Z Areas Paid Offsite Leviesas of March 9, 2023
we ww ¥Z | (J) Open Space
me J Vy (7 7
A 7" ; } ZA, Gy [__] New Offsite Levy Areas
ae i; a, pap | _ 5 if | 7 4 at Cj Municipal Boundary
; y W | go rl
PA i e J ® 7
aS. Va a 1 imi
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\ r i . ; H Late ~Y - =
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; gs CRS al Es): ts
he ee) ee Me :
4 y a> 1 ORNS mis 34 Street Widening - wis
LLY / oP sh foateaa guns eal epi san ae. f Highway 2A to
~ Wy Sie , = nak Ffemel Pate oh zt ie ah Highway 12
A | GY B= A 37 ; ; a eid Yy ,
SAO : ;
76 Street Extension - A TE pare ag | | aNe= th, '
Midway Lift Station to Wf, 777 ex] i Y (ae ;
3 76 Street Extension - y Bie aE 1h fae) a ~ P
x Hwy 12 to Midway EY ca Y- 3 Sam! iat Mie y a Ne
¥ Lift Station Vg eo a ep SLIALS tee? P ht
g A Wr, Y i ; . cs it Pet ; r - ® a py) 4 f " »
iv ey : af eS : [7 2
é JA Y wanted a ee | | Highway 12 Widening - -- Ti
E 4, Ss Yj - Tle i Highway 2A to 34 Street HAWN ns
E ys ro fp ele Teapaleslom lee ~, YE KT = 11A
z VA KG ir, , i Y) ~ r ; : r | : If em =a 'ea 7 he fF f
< RARER | } : - - = fi rt rs ar isi 1 PP - a 7 =
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Disclaimer: This document has been prepared based on information provided by others as cited in the Notes section. Stantec has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result. Stantec assumes no responsibility for data supplied in electronic format, and the recipient accepts full responsibility for verifying the accuracy and completeness of the data.
CITY OF LACOMBE OFF-SITE LEVY UPDATE REPORT (2022)
APPENDIX B - Off-Site Levy Summary Spreadsheet
Fire Hall cost sharing with Lacombe County was
updated after Stantec's Final Report was issued,
resulting in a $69/Ha reduction for each benefiting
area.
See Bylaw 509 Schedule A - Table 2 for the updated
Offsite Levy Summary Spreadsheet
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CITY OF LACOMBE OFF-SITE LEVY UPDATE REPORT (2022)
APPENDIX C - Opinion of Probable Costs
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WATER IMPROVEMENT OPINION
OF PROBABLE COSTS
Areas 7, 8A, 8B, 8C, 9A, 9B,10,11A, and 11B Trunk Water Main
Description Opinion of Probable Cost Construction Cost (Provided by the City)
Constructed Areas 7, 8A, 8B, 8C, 9A, 9B,10,11A, and 11B Trunk Water Main Constructed S 810,914.06
Future Areas 7, 8A, 8B, 9B and 10 Trunk Watermains (2013 OSL with updated unit price) Future S 3,738,960.00
Future Areas 11A, 11B, and 18 Trunk Watermains (2013 OSL with updated unit price) Future S 3,958,335.00
Total Constructed and Future $ 8,508,300.00
Opinion of Probable Cost Estimate for Areas 7, 8A, 8B, 9B and 10 Trunk Watermains (2013 OSL with updated unit
price)
Item Item of Work Measurement Est. Unit
No. Unit Quantity Price Amount
A. EARTHWORK
0.1. Mobilization lump sum. 1 $ 205,000.00 $ 205,000.00
0.2 Clearing and Grubbing m2 57,500 $ 750 $ 431,250.00
0.3 Stripping topsoil , stockpile and replace m?> 17,250 $ 5.00 $ 86,250.00
TOTAL ITEM A $722,500.00
B. WATER MAINS
0.1. Trench excavation, bedding, backfill & compaction
a) 0.0m - 4.0m Depth lin.m. 5,750 $ 160.00 $ 920,000.00
0.2 Supply and Install 300mm PVC DR-18 lin.m. 2,450 $ 120.00 $ 294,000.00
0.3 Supply and Install 350mm PVC DR-18 lin.m. 3,300 $ 160.00 $ 528,000.00
0.4 Supply and Install valves and fittings:
a) 300mm Gate Valve each 11 $ 9,000.00 $ 99,000.00
b) 350mm Gate Valve each 15 $ 10,200.00 $ 153,000.00
c) 300- 90° Bend each 1 $ 1,500.00 $ 1,500.00
d) 350- 90° Bend each 4 $ 2,000.00 $ 8,000.00
c) 300mm Tee each 2 $ 2,100.00 $ 4,200.00
c) 350mm Tee each 4 $ 2,600.00 $ 10,400.00
f )350x300 Reducer each 3 $ 2,200.00 $ 6,600.00
0.5 Connect to Existing 300 mm each 1 $ 3,000.00 $ 3,000.00
0.4 Unsuitable Trench Excavation m? 200 $ 40.00 $ 8,000.00
0.6 Screened gravel Bedding (Allowance) m?> 200 $ 57.00 $ 11,400.00
TOTAL ITEM C $ 2,047,100.00
COST ESTIMATE SUMMARY
ITEMA EARTHWORK $722,500.00
ITEMB WATER MAIN $2,047,100.00
Subtotal
$2,769,600.00
Contingency & Engineering 35% $969,360.00
Total $3,738,960.00
Opinion of Probable Cost Estimate for Areas 11A, 11B and 18 Trunk Watermains (2013 OSL with updated unit
price)
Item Item of Work Measurement Est. Unit
No. Unit Quantity Price Amount
A. EARTHWORK
0.1 Mobilization lump sum. 1 $ 214,000.00 $ 214,000.00
0.2 Clearing and Grubbing m2 64,300 $ 7.50 $ 482,250.00
0.3 Stripping topsoil , stockpile and replace m> 19,290 $ 5.00 $ 96,450.00
TOTAL ITEMA $792,700.00
B. WATER MAINS
0.1 Trench excavation, bedding, backfill &
compaction
a) 0.0m - 4.0m Depth lin.m. 6,430 $ 160.00 $ 1,028,800.00
0.2 Supply and Install 300mm PVC DR-18 lin.m. 2,900 $ 120.00 $ 348,000.00
0.3 Supply and Install 350mm PVC DR-18 lin.m. 3,530 $ 160.00 $ 564,800.00
0.4 Supply and Install valves and fittings:
a) 300mm Gate Valve each 7 $ 9,000.00 $ 63,000.00
b) 350mm Gate Valve each 9 $ 10,200.00 $ 91,800.00
c) 300- 90° Bend each 0 $ 1,500.00 $ -
d) 350- 90° Bend each 1 $ 2,000.00 $ 2,000.00
c) 300mm Tee each 2 $ 2,100.00 $ 4,200.00
c) 350mm Tee each 3 $ 2,600.00 $ 7,800.00
f )350x300 Reducer each 3 $ 2,200.00 $ 6,600.00
0.5 Connect to Existing 300 mm each 1 $ 3,000.00 $ 3,000.00
0.4 Unsuitable Trench Excavation m? 200 $ 40.00 $ 8,000.00
0.6 Screened gravel Bedding (Allowance) m? 200 $ 57.00 $ 11,400.00
TOTAL ITEM C $ 2,139,400.00
COST ESTIMATE SUMMARY
ITEM A EARTHWORK $792,700.00
ITEMB WATER MAIN $2,139,400.00
Subtotal
$2,932,100.00
Contingency & Engineering 35% $1,026,235.00
Total $3,958,335.00
Area 3,12,14A, 14B, 15C, 16A, 16B, 16C, and 16D Trunk Water Main
Description Opinion of Probable Cost Construction Cost (Provided by the City)
Constructed Area 3,12,14A, 14B, 15C, 16A, 16B, 16C, and 16D Trunk Water Main Constructed S 2,088,557.98
Future Area 3 and 12 Trunk Watermain (2013 OSL with updated unit price) Future S 633,555.00
Future Area 14 Trunk Watermain (2013 OSL with updated unit price) Future S 1,308,825.00
Future Area 15 Trunk Watermain (2013 OSL with updated unit price) Future S 1,648,323.00
Future West ASP (Area 16) Trunk Watermain (2013 OSL with updated unit price) Future S 594,000.00
Total Constructed and Future $ 6,273,300.00
Cost Estimate for Area 3 and 12 Trunk Watermain (2013 OSL with updated unit price)
Item Item of Work Measurement Est. Unit
No. Unit Quantity Price Amount
A. EARTHWORK
0.1 Mobilization lump sum 1 $ 35,000.00 $ 35,000.00
0.2 Clearing and Grubbing m2 10,250 $ 7.50 $ 76,875.00
. . . 3 $ 5.00
0.3 Stripping topsoil , stockpile and replace m 3,075 $ 15,375.00
TOTAL ITEM A $127,250.00
B. WATER MAINS
0.1. Trench excavation, bedding, backfill &
compaction
a) 0.0m - 4.0m Depth lin.m. 1,025 $ 160.00 $ 164,000.00
0.2 $ 120.00
Supply and Install 300mm PVC DR-18 lin.m. 1,025 $ 123,000.00
0.3 $ 160.00
Supply and Install350mm PVC DR-18 lin.m. 0 $ -
0.4 Supply and Install valves and fittings:
a) 300mm Gate Valve each 4 $ 9,000.00 $ 36,000.00
b) 350mm Gate Valve each 0 $ 10,200.00 $ -
c) 300- 90° Bend each 1 $ 1,500.00 $ 1,500.00
d) 350- 90° Bend each 0 $ 2,000.00 $ -
c) 300mm Tee each 0 $ 2,100.00 $ -
c) 350mm Tee each 0 $ 2,600.00 $ -
f )350x300 Reducer each 0 $ 2,200.00 $ -
0.5 Connect to Existing 300 mm each 1 $ 3,000.00 $ 3,000.00
0.4 Unsuitable Trench Excavation m? 150 $ 40.00 $ 6,000.00
3 $ 57.00
0.6 Screened gravel Bedding (Allowance) m 150 $ 8,550.00
TOTAL ITEM B $ 342,050.00
COST ESTIMATE SUMMARY
ITEMA EARTHWORK $127,250.00
ITEMB WATER MAIN $342,050.00
Subtotal $469,300.00
Contingency & Engineering 35% $164,255.00
Total $633,555.00
Opinion of Probable Cost Estimate for Area 14Trunk Watermain (2013 OSL with updated unit price)
Item Item of Work leasureme! Est. Unit
No. Unit Quantity Price Amount
A. EARTHWORK
0.1 Mobilization lump sum 1 $ 71,000.00 $ 71,000.00
0.2 Clearing and Grubbing m? 22,000 $ 7.50 $ 165,000.00
. . . 3 $ 5.00
0.3 Stripping topsoil , stockpile and replace m 6,600 $ 33,000.00
TOTAL ITEM A $269,000.00
B. WATER MAINS
0.1 Trench excavation, bedding, backfill &
compaction
a) 0.0m - 4.0m Depth lin.m. 2,200 $ 160.00 $ 352,000.00
0.2 $ 120.00
Supply and Install 300mm PVC DR-18 lin.m. 2,200 $ 264,000.00
0.3 $ 160.00
Supply and Install350mm PVC DR-18 lin.m. 0 $ -
0.4 Supply and Install valves and fittings:
a) 300mm Gate Valve each 7 $ 9,000.00 $ 63,000.00
b) 350mm Gate Valve each 0 $ 10,200.00 $ -
Cc) 300- 90° Bend each 0 $ 1,500.00 $ -
d) 350- 90° Bend each 0 $ 2,000.00 $ -
c) 300mm Tee each 1 $ 2,100.00 $ 2,100.00
c) 350mm Tee each 0 $ 2,600.00 $ -
f )350x300 Reducer each 0 $ 2,200.00 $ -
0.5 Connect to Existing 300 mm each 0 $ 3,000.00 $ -
0.4 Unsuitable Trench Excavation m? 200 $ 40.00 $ 8,000.00
3 $ 57.00
0.6 Screened gravel Bedding (Allowance) m 200 $ 11,400.00
TOTAL ITEM C $ 700,500.00
COST ESTIMATE SUMMARY
ITEMA EARTHWORK $269,000.00
ITEMB WATER MAIN $700,500.00
Subtotal $969,500.00
Contingency & Engineering 35% $339,325.00
Total $1,308,825.00
Opinion of Probable Cost Estimate for Area 15 Trunk Watermain (2013 OSL with updated unit price)
Item Item of Work feasuremei _ Est. Unit
No. Unit Quantity Price Amount
A. EARTHWORK
0.1 Mobilization lump sum 1 $ 94,000.00 $ 94,000.00
0.2 Clearing and Grubbing m? 20,940 $ 7.50 $ 157,050.00
03 Stripping topsoil , stockpile and m? 6,282 $ 5.00 $ 31,410.00
replace
TOTAL ITEM A $282,460.00
B. WATER MAINS
0.1 Trench excavation, bedding,
backfill & compaction
a) 0.0m - 4.0m Depth lin.m. 2,764 § 160.00 $ 442,240.00
0.2 Supply and Install 300mm PVC $ 120.00
DR-18 lin.m. 2,094 $ 251,280.00
0.3 Supply and Install350mm PVC $ 160.00
DR-18 lin.m. 670 $ 107,200.00
0.4 Supply and Install valves and fittings:
a) 300mm Gate Valve each 9 $ 9,000.00 $ 81,000.00
b) 350mm Gate Valve each 3 $ 10,200.00 $ 30,600.00
C) 300- 90° Bend each 0 $ 1,500.00 $ -
d) 350- 90° Bend each 1 $ 2,000.00 $ 2,000.00
c) 300mm Tee each 0 $ 2,100.00 $ -
c) 350mm Tee each 1 $ 2,600.00 $ 2,600.00
f )350x300 Reducer each 1 $ 2,200.00 $ 2,200.00
0.5 Connect to Existing 300 mm each 0 $ 3,000.00 $ -
0.4 Unsuitable Trench Excavation m° 200 $ 40.00 $ 8,000.00
Screened gravel Bedding 3 $ 57.00
0.6 (Allowance) m 200 $ 11,400.00
TOTAL ITEM B $ 938,520.00
COST ESTIMATE SUMMARY
ITEMA EARTHWORK $282,460.00
ITEMB WATER MAIN $938,520.00
Subtotal $1,220,980.00
Contingency & Engineering 35% $427,343.00
Total $1,648,323.00
Opinion of Probable Cost Estimate for West ASP (Area 16) Trunk Watermain (2013 OSL with updated
unit price)
Item Item of Work Measurement Est. Unit
No. Unit Quantity Price Amount
A. EARTHWORK
0.1 Mobilization lump sum 1 $ 33,000.00 ¢ 33,000.00
0.2 Clearing and Grubbing m? 9,300 $ 7.50 $ 69,750.00
03 Stripping topsoil , stockpile and replace m? 2,790 $ 5.00 $ 13,950.00
TOTAL ITEM A $116,700.00
B. WATER MAINS
Trench excavation, bedding, backfill &
0.1. compaction
a) 0.0m - 4.0m Depth lin.m. 930 $ 160.00 $ 148,800.00
$ 120.00
0.2 Supply and Install 300mm PVC DR-18 lin.m. 930 $ 111,600.00
$ 160.00
0.3 Supply and Install350mm PVC DR-18 lin.m. 0) $ -
0.4 Supply and Install valves and fittings:
a) 300mm Gate Valve each 4 $ 9,000.00 $ 36,000.00
b) 350mm Gate Valve each 0 $ 10,200.00 $ -
c) 300- 90° Bend each 3 $ 1,500.00 $ 4,500.00
d) 350- 90° Bend each 0 $ 2,000.00 $ -
c) 300mm Tee each 0 $ 2,100.00 $ -
c) 350mm Tee each 0 $ 2,600.00 $ -
f )350x300 Reducer each 0 $ 2,200.00 $ -
0.5 Connect to Existing 300 mm each 1 $ 3,000.00 $ 3,000.00
0.4 Unsuitable Trench Excavation m? 200 $ 40.00 $ 8,000.00
3 $ 57.00
0.6 Screened gravel Bedding (Allowance) m 200 $ 11,400.00
TOTAL ITEM B $ 323,300.00
COST ESTIMATE SUMMARY
ITEMA EARTHWORK $116,700.00
ITEMB WATER MAIN $323,300.00
Subtotal $440,000.00
Contingency & Engineering 35% $154,000.00
Total $594,000.00
Valley PRV Valve Chamber
2020 MP OPC(in2024 Dollar) | «dS 80,000.00 |
Contingency & Engineering (35%) | LS _28,000.00 |
[2021-2022 inflation Rate (Bank ofCanada)_|_--+(| ~----=--«8. 13%
po Total LS 116,800.00 |
Opinion of Probable Cost Estimate for Existing Reservoir
B upgrades
Reservoir B Install The Sixth Pump (2020MP) |__| $300,000.00.
[Contingency & Engineering 35% «|__| $105,000.00 |
[2021-2022 inflation Rate (Bank ofCanada)_ | ----+(| ~----«8.13%
Pp CSTotall '| 5 438,000.00 |
RO2OMPOPC(in2021Dolla) ----SSCSC~--~"~*~*~'"'~*~*~*~*~*~*S*S*S*~*rCSCSCSC*drS«SC« OO 00.0
[Contingency & Engineering (35%) SSCS SSS*d;S_2,800,000.00 |
2021-2022 inflation Rate (Bank of Canada) ------SSC~SSSCSC'dSCCCC«
[Outside Funding Deducted (Alberta Municipal Water/ Wastewater Partnership) |__| $__3,386,649.00 |
Pe Totalf _§8,291,452.00 |
SANITARY SEWER IMPROVEMENT
OPINION OF PROBABLE COSTS
Opinion of Probable Cost Estimate for Area 12 Lift
Station and Forcemain
2020 MP OPC(in2021 Dolla) | ----«(S__ 398,400.00.
[Contingency & Engineering (50%) |__| $ 199,050.00.
poza0ollar iS «dS_085,700.00,
2020 MP OPC- Only has Area 12B(in2021 Dollar) === «dS 35,300.00 |
Area 3 Sewer Main (Estimated based lineal meter cost of sewer
within Area 12B) S 222,600.00
[Contingency & Engineering (5%) ----=--S~--SCS~SSSSCSC*dS «80,265.00 |
2021-2022 inflation Rate (Bank ofCanada)--S~S~--iSSCSC"'dtCS*~*~*S*C«
poazdolar SSS «*d'S 876,500.00 |
Opinion of Probable Cost Estimate for Area 14 Lift Station
and Forcemain
2016 MP OPC(in2016 Dolla) «| ~S~«d;S 328,000.00
[Contingency & Engineering (50%) |__| $ 159,000.00 |
[2016-2022 inflation Rate (Bank ofCanada) | _--+|| _----_--*18.44%
[2022 Dollar (assume 2% Inflation) '|__| $ 565,000.00 |
Station Upgrade
Opinion of Probable Cost Estimate for Area 15 B and 15 C
Lift Station and Forcemain
2016 MP OPC(in 2016 Dolla) _----«dY|_----=«dw;S 623,000.00 |
[Contingency & Engineering (50%) --*(| + $311,500.00.
[2016-2022 inflation Rate (Bank of Canada) | ___--+(| ----_--~'18.44%6
[2022 Dollar (assume 2% Inflation) ___--«(|____| $ 1,107,000.00_
Pump Addition
RO2OMPOPC(in2021 Doll) ----------S«----~«dzS. 50,000.00 |
[Contingency & Engineering (35% | [$17,500.00
2021-2022 inflation Rate (Bank of Canada) |__| __ 8.139
2022 Dollar (assume 2% inflation) | [$73,000.00 |
STORM DRAINAGE IMPROVEMENT
OPINION OF PROBABLE COSTS
Opinion of Probable Cost Estimate for Area 13/15A/19B - Lake Elizabeth Outlet
Item Additional Description Quantity Unit Unit Cost ($) Total ($)
Mobilization and Demobilization --- 1 Lump Sum $70,000.00 $70,000.00
ESC ECO Plan including spill response 1 lump sump $25,000.00 $25,000.00
and aquatic Management
Clearing and Grubbing including Dead _-- Total Footprint Area TBD 3000 m2 $15.00 $45,000.00
tree removal
Turbidity Monitoring and In shore work As required 1 lump sum $12,000.00 $12,000.00
Dewatering during construction Swampy areas may need to be
dewatered. Cofferdam or other lake 1 PC Sum --_ $50,000.00 $50,000.00
isolation activities
Utility Locates including Hydrovac As required 1 lump sum $15,000.00 $15,000.00
Utility crossings - water, sanitary, and 1 lump sum $5,000.00 $5,000.00
shallows
Rock excavation allowance Geotechnical investigation did not
reveal any. TBD with future m3 $30.00 $0.00
investigations
Pipe trench excavation 0-5m depth Includes backfill and compaction 210.00 lin.m $400.00 $84,000.00
Piping located on both sides of the
control structures; Includes bedding
600 mm concrete pipe gravel 210.00 lin.m $300.00 $63,000.00
Case bore pipe installation including Augered Crossing $3000/m +
anchors 750mm steel casing $10000/pipe anchor 30.00 lin.m $3,500.00 $125,000.00
On outlet pipes at Elizabeth Lake
and East Lake; Includes bar 2 each $12,000.00 $24,000.00
Flared End 600 mm and pipe cradles screens
Linear Lake Control Manhole, assume Includes excavation and bedding 1 each $80,000.00 $80,000.00
1.5 x 1.5 vault gravel. Include isolation gate.
Class 1 RipRap aprons Includes riprap granular filter
aggregate and non-woven
geotextile; On 2 pipe ends; 5mx5 50 m2 $250.00 $12,500.00
m each
Replace Existing Topsoil 1 m3 $5.00 $5.00
Upland landscaping; 50% of
Seeding and top dressing stockpiled material 3200 ms $5.00 $16,000.00
Upland landscaping; 50% of
stockpiled material; Includes 3200 m3 $15.00 $48,000.00
Dispose offsite unsuitable screening for re-use
Imported Topsoil Placement Upland landscaping 550 m3 $25.00 $13,750.00
Assume 2.5 m width; includes
Remove and Replace Regional Pathway excavation and preparation 350 m2 $80.00 $28,000.00
Upland Plantings Trees, Shrubs 1 lump sum --_ $25,000.00 $25,000.00
10 Months over two years including
Landscaping Maintenance weed control 2 year $5,000.00 $10,000.00
Stockpiled donner material; assume
Wetland Soil Re-placement from 0.3 m depth; TBC ha x 70% 100 m3 $10.00 $1,000.00
Stockpile
Wetland Compensation - Direct Impacts This is only an order of magnitude 05 ha $58,500.00 $29,250.00
due to construction estimate at this time
Wetland Compensation to overall unknown, no estimate given
Elizabeth Lake function
Subtotal $781,505.00
Contingency (15%) $117,225.75
Subtotal $898,730.75
Engineering\Design, Administration, Field, & Geotechnical (10%) $89,873.08
Environmental, Land Services and Public Lands Regulatory Approvals $100,000.00
Total (2020 Dollar): $1,088,603.83
2020 - 2022 inflation Rate (Bank of Canada) 11.5%
Total (2022 Dollar): $1,214,300.00
Opinion of Probable Cost Estimate for Area 14B/15B/15C/19A - Storm Sewer and Water Quality
Improvements
Item Item of Work Measurement Est. Unit
No. Unit Quantity Price Amount
A. EARTHWORK
0.1 Mobilization lump sum 1 $ 40,799.00 §$ 40,799.00
0.2 Stripping topsoil , stockpile and replace m 8,600 $ 9.00 $ 77,400.00
0.3. Clearing and Grubbing m? 8,600 $ 15.00 §$ 129,000.00
TOTAL ITEM A $247,199.00
B. STORM SEWER
0.1. Trench excavation, bedding, backfill &
compaction
a) 0.0m - 4.0m Depth lin.m. 370 $ 160.00 §$ 59,200.00
b) 4.0m- 5.0m Depth lin.m. 60 $ 170.00 §$ 10,200.00
0.2 Supply and Installation of 1050mm Conc lin.m. 430 $ 650.00 $ 279,500.00
0.4 Standard 1200mm Manhole vert.m. 24 $ 1,600.00 $ 38,400.00
0.5 MH Frame and Cover each 6 $ 665.00 $ 3,990.00
0.6 Connect to Existing each 1 $ 3,000.00 $ 3,000.00
0.7 Screened gravel Bedding (Allowance) m 100 $ 57.00 $ 5,700.00
0.8 Unsuitable Trench Excavation m 200 $ 40.00 $ 8,000.00
TOTAL ITEM B $407,990.00
COST ESTIMATE SUMMARY
ITEM A EARTHWORK $247,199.00
ITEMB STORM SEWER $407,990.00
Subtotal $655,189.00
Contingency & Engineering 35% $229,316.15
Total ___ $884,505.15,
SAY $884,600.00
ARTERIAL ROAD IMPROVEMENT
OPINION OF PROBABLE COSTS
Approximate Horizon OPC 2022 Rate Updat
Improvements Year/ - ate = Paate OPC_Used (excl. GST)
, (excl. GST)
Population
Four lane corridor and intersection
improvements on Highway 2A from 46 2030 (Core pe Staged)! $ 6,836,319.00
Street to 34 Street ,
OPCs completed in the 2020 TMP Updates (Bridge Hwy 12
Improvement to Highway 2A & Highway over Wolf Creek completed in 2021);
12 intersection, road widening from
Highway 2A to 46 Street; Pricing updated with 2022 unit price;
Highway 12 Widening -- Highway 2A to 34 Street 2030 / 17,500 $ 1,095,843.00 | $ 8,600,000.00
Highway 12 & 46 Street Intersection Combined all improvements from Highway 2A to 34 Street
geometric improvement; Installation of as Highway 12 Widening.
traffic signal.
Highway 12 & 45 Street Intersection 2030 / 17,500 § 643,853.00
upgrades and Traffic Signal
Preliminary Design OPC completed in Highway 12 & 76
76 Street Extension - Hwy 12 to Midway Lift Station Widen to 4 Lane Traffic Near Future $ 3,670,768.35 | $ 3,700,000.00 |"eet Improvement project,
Pricing updated with 2022 unit price.
2008 OPCs attached in the 2013 Levy Report;
Elizabeth Lake Drive - 58 Street Ebony Arterial Road Update Beyond 2040 $ 21,870,703.40 | $ 22,000,000.00 |Pricing updated with 2022 unit price;
Bank of Canada inflation rate (32%) was used for escalation
of other LS items and projects that have no details unit cost.
76 Street Extension - Midway Lift Station to 58 Street Arterial Road Update Beyond 2040 $ 17,760,600.00 | $ 17,800,000.00 |ESCalated the unit rate in the 2013 Levy Update (which was
based on the linear meter cost for Elizabeth Lake Drive)
: : : Escalated the unit rate in the 2013 Levy Update (which was
C&E Trail Upgrade eeape Park Blvd to North City Arterial Road Update Beyond 2040 $ 18,018,000.00 | $ 18,100,000.00 |based on 60% of the linear meter cost for Elizabeth Lake
y Drive)
Updated OPC in the 2013 Levy Report (included additional
mobilization, traffic accommodation and contingency);
34 Street Widening - Highway 2A to Highway 12 Arterial Road Update (Rural) Beyond 2040 $ 6,622,222.10| $ 6,650,000.00 |P"Cing uPdated with 2022 unit price,
Bank of Canada inflation rate (32%) was used for escalation
of other LS items and projects that have no details unit cost.
Opinion of Probable Cost
Highway 12 widening -- Highway 2A to 46 Street
ITEM NO. ITEM OF WORK UNIT SAN?
PART 1 GENERAL REQUIREMENTS
1.1 Mobilization and demobilization L.S. 1 $65,000.00 $65,000.00
1.2 Traffic accommodation plan, signage and detouring L.S. 1 $35,000.00 $35,000.00
SUBTOTAL PART 1.0 $100,000.00
PART 2 Earthworks
2.4 Waste Excavation and Dispose Off-site m? 1,150 $16.50 $18,975.00
2.2 Granular Base Course 20mm Crushed Gravel, 100mm Depth m2 2,100 $7.10 $14,910.00
2.3 Granular Base Course 75mm Crushed Gravel, 250mm Depth m2 2,100 $14.50 $30,450.00
24 Remove Existing Monolithic Sidewalk m 140 $60.00 $8,400.00
2.5 Remove Existing Curb & Gutter m 150 $40.00 $6,000.00
SUBTOTAL PART 2.0 $78,735.00
PART 3 Asphalt Pavement
3.1 Hot Mix Asphalt Paving, 125mm Lift (Turb Bay) m2 2,100 $51.00 $107,100.00
3.2 Hot Mix Asphalt Paving, 50mm Lift (Mill and Overlay on Highway 12) m2 4000 $16.00 $64,000.00
3.3 Cold Milling - 50mm Depth m2 4000 $5.00 $20,000.00
SUBTOTAL PART 3.0 $191,100.00
PART 4 Concrete
4.1 Monolithic sidewalk m 140 $385.00 $53,900.00
4.2 Standard C&G m 150 $135.00 $20,250.00
SUBTOTAL PART 4.0 $74,150.00
PART 5 Electrical
5.1 Traffic Signal Installation each 1 $254,000.00 $254,000.00
SUBTOTAL PART 5.0 $254,000.00
PART 6 Signage and Pavement Markings
6.1 Stardard Crosswalk (Plastic) m 260 $25.50 $6,630.00
6.2 Arrows (Plastic) each 5 $335.00 $1,675.00
6.3 Line Paint, 100mm Whtie Dash each 90 $2.00 $180.00
6.4 Line Paint, 100mm Yellow each 160 $2.00 $320.00
6.5 Stop Bars m 50 $35.00 $1,750.00
SUBTOTAL PART 6.0 $10,555.00
PART 7 Misc.
7.1 Landscaping - sod m2 290 $14.50 $4,205.00
7.2 Street Lights Relocation LS 1 $50,000.00 $50,000.00
7.3 Utilities relocation (Unknown) LS 1 $20,000.00 $20,000.00
116239§2d1044-f06\shared_projects\116239636\07_reports_studies\Levy Update\OPC\Transpo\20230320\opc_tmp_opc_20230320_update.xlsx
Opinion of Probable Cost
Highway 12 widening -- Highway 2A to 46 Street
ITEM NO. ITEM OF WORK UNIT SAN?
SUBTOTAL PART 7.0 $74,205.00
SUMMARY SCHEDULE
PART 1 GENERAL REQUIREMENTS $100,000.00
PART 2 Earthworks $78,735.00
PART 3 Asphalt Pavement $191,100.00
PART 4 Concrete $74,150.00
PART 5 Electrical $254,000.00
PART 6 Signage and Pavement Markings $10,555.00
PART 7 Misc. $74,205.00
TOTAL $782,745.00
CONTINGENCY 40% $313,098.00
TOTAL W/ CONTINGINCY $1,095,843.00
GST (5%) $54,792.15
TOTAL W/ CONTINGINCY & GST $1,150,635.15
116239§2d1044-f06\shared_projects\116239636\07_reports_studies\Levy Update\OPC\Transpo\20230320\opc_tmp_opc_20230320_update.xlsx
Opinion of Probable Cost
Highway 12 Widening -- 46 Street to 34 Street
ITEM NO. ITEM OF WORK UNIT SAN?
PART 1 GENERAL REQUIREMENTS
1.1 Mobilization and demobilization L.S. 1 $250,000.00 $250,000.00
1.2 Traffic accommodation plan, signage and detouring L.S. 1 $125,000.00 $125,000.00
SUBTOTAL PART 1.0 $375,000.00
PART 2 Earthworks
2.4 Waste Excavation and Dispose Off-site m? 8,100 $16.50 $133,650.00
2.2 Granular Base Course 20mm Crushed Gravel, 100mm Depth m2 16,200 $7.10 $115,020.00
2.3 Granular Base Course 75mm Crushed Gravel, 250mm Depth m 16,200 $14.50 $234,900.00
SUBTOTAL PART 2.0 $483,570.00
PART 3 Asphalt Pavement
3.1 Hot Mix Asphalt Paving, 125mm Lift (Turn Bay) m2 14,600 $51.00 $744,600.00
3.2 Hot Mix Asphalt Paving, 50mm Lift (Mill and Overlay on Highway 12) m2 1700 $16.00 $27,200.00
3.3 Cold Milling - 50mm Depth m2 1700 $5.00 $8,500.00
SUBTOTAL PART 3.0 $780,300.00
PART 4 Concrete
4.1 Monolithic sidewalk m 3,240 $385.00 $1,247 ,400.00
4.2 Standard C&G m 3,240 $135.00 $437,400.00
SUBTOTAL PART 4.0 $1,684,800.00
PART 5 Signage and Pavement Markings
5.1 Arrows each 10 $330.00 $3,300.00
5.2 Line Paint, 100mm Whtie Dash each 1,100 $2.00 $2,200.00
5.3 Line Paint, 100mm Yellow each 1,620 $2.00 $3,240.00
5.4 Stop Bars m 150 $38.50 $5,775.00
SUBTOTAL PART 6.0 $14,515.00
PART 6 Misc.
6.1 Landscaping - sod m2 16,200 $14.50 $234,900.00
6.2 Utilities relocation (Unknown) LS 1 $260,000.00 $260,000.00
6.3 Bridge Widening LS 1 $1,050,000.00 $1,050,000.00
SUBTOTAL PART 7.0 $1,544,900.00
SUMMARY SCHEDULE
PART 1 GENERAL REQUIREMENTS $375,000.00
PART 2 Earthworks $483,570.00
PART 3 Asphalt Pavement $780,300.00
PART 4 Concrete $1 ,684,800.00
116239§2d1044-f06\shared_projects\116239636\07_reports_studies\Levy Update\OPC\Transpo\20230320\opc_tmp_opc_20230320_update.xlsx
Opinion of Probable Cost
Highway 12 Widening -- 46 Street to 34 Street
Engineer's OPC
ESTIMATED
ITEM NO. ITEM OF WORK UNIT QUANTITY UNIT PRICE AMOUNT
PART 5 Signage and Pavement Markings $14,515.00
PART 6 Misc. $1,544 ,900.00
TOTAL $4,883,085.00
CONTINGENCY 40% $1,953,234.00
TOTAL W/ CONTINGINCY $6,836,319.00
GST (5%) $341,815.95
TOTAL W/ CONTINGINCY & GST $7,178,134.95
116239§2d1044-f06\shared_projects\116239636\07_reports_studies\Levy Update\OPC\Transpo\20230320\opc_tmp_opc_20230320_update.xlsx
Opinion of Probable Cost
Highway 12 Widening - Highway 12 & 45 Street Traffic Signal
ITEM NO. ITEM OF WORK UNIT SAN?
PART 1 GENERAL REQUIREMENTS
1.1 Mobilization and demobilization L.S. 1 $35,000.00 $35,000.00
1.2 Traffic accommodation plan, signage and detouring L.S. 1 $17,500.00 $17,500.00
SUBTOTAL PART 1.0 $52,500.00
PART 2 Asphalt Pavement
2.1 Hot Mix Asphalt Paving, 50mm Lift (Mill and Overlay on Highway 12) m2 250 $16.00 $4,000.00
2.2 Cold Milling - 50mm Depth m2 250 $4.10 $1,025.00
SUBTOTAL PART 2.0 $5,025.00
PART 3 Electrical
3.1 Traffic Signal Installation each 1 $400,000.00 $400,000.00
SUBTOTAL PART 3.0 $400,000.00
PART 4 Signage and Pavement Markings
4.1 Stardard Crosswalk (Plastic) m 60 $25.50 $1,530.00
4.2 Stop Bars m 24 $35.00 $840.00
SUBTOTAL PART 4.0 $2,370.00
SUMMARY SCHEDULE
PART 1 GENERAL REQUIREMENTS $52,500.00
PART 2 Asphalt Pavement $5,025.00
PART 3 Electrical $400,000.00
PART 4 Signage and Pavement Markings $2,370.00
TOTAL $459,895.00
CONTINGENCY 40% $183,958.00
TOTAL W/ CONTINGINCY $643,853.00
GST (5%) $32,192.65
TOTAL W/ CONTINGINCY & GST $676,045.65
116239§2d1044-f06\shared_projects\116239636\07_reports_studies\Levy Update\OPC\Transpo\20230320\opc_tmp_opc_20230320_update.xlsx
Opinion of Probable Cost
76 Street Extension - Hwy 12 to Midway Lift Station
Engineer's OPC
ESTIMATED
ITEM NO. ITEM OF WORK UNIT QUANTITY UNIT PRICE AMOUNT
Length of Roadway 610.00 m
PART 1 GENERAL REQUIREMENTS
1.1 Mobilization / Demobilization LS 1.00 $ 252,100.00 $ 252,100.00
1.2 Traffic accommodation plan, signage and detouring LS 1.00 $ 50,400.00 $ 50,400.00
SUBTOTAL PART 1.0 $ 302,500.00
PART 2 STORM
2.1 Trench excavation, pipe install, bedding, backfill compaction of catchbasin leads m 90 $ 160.00 $ 14,400.00
2.2 Trench excavation, pipe install, bedding, backfill compaction of storm mains m 385 $ 220.50 $ 84 892.50
2.3 Storm main and catchbasin leads
2.3.1 250mm catchbasin lead PVC DR 35 m 90 $ 73.50 $ 6,615.00
2.3.2 375mm storm main PVC m 385 $ 160.00 §$ 61,600.00
2.4 Storm sewer manholes
2.4.1 1200mm dia. 5A manholes including base vm 9 $ 2,330.00 $ 20,970.00
2.4.2 F-49 frame & cover each 3 $ 730.00 § 2,190.00
2.5 Catchbasins
2.5.1 Supply and install type K-1 catchbasin assembly c/w frame and grate each 6 $ 4,422.00 $ 26,532.00
SUBTOTAL PART 2.0 $ 217,199.50
PART 3 EARTHWORKS
3.1 Topsoil stripping - excavation, hauling, and stockpiling (up to 300mm depth) m? 15,616.00 $ 6.00 $ 93,696.00
3.2 Waste Excavation m? 2,630.00 $ 20.00 $ 52,600.00
3.3 Common Excavation m? 8,800.00 $ 14.00 $ 123,200.00
3.4 Contractor supply, haul, place and compact import borrowed material to specified m3 3,039.06 $ 30.00 $ 91,171.88
density a
3.5 Granular base course
3.5.1 20mm minus granular base, 570mm thickness m? 9,912.50 $ 51.50 §$ 510,493.75
3.6 Roadway woven geotextile (provisional) m7 9,912.50 $ 190 § 18,833.75
SUBTOTAL PART 3.0 $ 889,995.38
PART 4 ASPHALT PAVEMENT
4.1 Asphaltic plant mix surface course
4.1.1 50mm top lift - Type 5b m? 8,540.00 $ 16.00 §$ 136,640.00
4.1.2 75mm bottom lift - Type 5b (2017) m? 8,540.00 $ 21.00 §$ 179,340.00
42 2.5m Asphalt Trail - including 65mm ACP, 150mm base gravel, subgrade prep, m2 1,525.00 $ 50.00 $ 76,250.00
stripping, waste excavation and disposal offsite
SUBTOTAL PART 4.0 $ 392,230.00
1 1623949 1 \\Cd1044-f06\shared_projects\116239636\07_reports_studies\Levy Update\OPC\Transpo\20230320\opc_tmp_opc_20230320_update.xlsx
Opinion of Probable Cost
76 Street Extension - Hwy 12 to Midway Lift Station
PART 5 CONCRETE
5.1 Curb & gutter
541 extending 0.3m behind aun ane otter including granular base (630mm depth) m 4,220.00 $ 145.00 $ 176,900.00
SUBTOTAL PART 5.0 $ 176,900.00
PART 6 LANDSCAPING
6.1 Topsoil, sodding & mulching
6.1.1 Topsoil placement (up to 150mm depth) (provisional) m7 7,625.00 $ 10.00 $ 76,250.00
6.1.2 Broadcast seeding and harrow m? 7,625.00 $ 1.21 $ 9,207.19
SUBTOTAL PART 6.0 $ 85,457.19
PART 7 SIGNAGE AND PAVEMENT MARKINGS
7.1 Pavement markings & signage as a percentage of construction LS 1.00 $ 51,800.00 $ 51,800.00
SUBTOTAL PART 7.0 $ 51,800.00
PART 8 MISC.
8.1 Hydrovac (provisional) LS 1.00 $ 25,605.90 §$ 25,605.90
8.2 Culverts/Storm Budget LS 1.00 $ 400,000.00 $ 400,000.00
8.3 Telus LS 1 $ 57,500.00 §$ 57,500.00
8.4 Fortis - Streetlights LS 1 $ 224,480.00 $ 224,480.00
SUBTOTAL PART 8.0 $ 707,585.90
SUMMARY OF SCHEDULE
PART 1 GENERAL REQUIREMENTS $ 302,500.00 |
PART 2 STORM $ 217,199.50 |
PART 3 EARTHWORKS $ 889,995.38
PART 4 ASPHALT PAVEMENT $ 392,230.00
PART 5 CONCRETE $ 176,900.00
PART 6 LANDSCAPING $ 85,457.19
PART 7 SIGNAGE AND PAVEMENT MARKINGS $ 51,800.00
PART 8 MISC. $ 707,585.90
Schedule Sub-Total $ 2,823,667.96
Schedule Construction Contingency 30.00% $ 847,100.39
Total Costs Incl. Construction Contingency (Excl. GST) $ 3,670,768.35
116239491 \\Cd1044-f06\shared_projects\116239636\07_reports_studies\Levy Update\OPC\Transpo\20230320\opc_tmp_opc_20230320_update.xlsx
Opinion of Probable Cost
Elizabeth Lake Drive - 58 Street Ebony
ITEM NO. ITEM OF WORK UNIT SANT
PART 1 GENERAL REQUIREMENTS
1.1 Mobilization and demobilization L.S. 1 $1,234,800.00 $1,234,800.00
1.2 Traffic accommodation plan, signage and detouring L.S. 1 $154,300.00 $154,300.00
SUBTOTAL PART 1.0 $1,389,100.00
PART 2 EARTH WORKS
2.1 Clearing and Grubbing LS 1 $53,000.00 $53,000.00
22 Common Excavation m? 40,400 $14.00 $565,600.00
23 Waste Stripping and Topsoil m? 53,100 $20.00 $1,062,000.00
24 Borrow Excavation m? 90,000 $30.00 $2,700,000.00
25 Borrow Excavation - Lake Fill m° 20,000 $30.00 $600,000.00
2.6 Granular Base Course 20mm Crushed Gravel, 200mm Depth tonne 10,300 $31.00 $319,300.00
2.7 Granular Base Course 75mm Crushed Gravel, 350mm Depth tonne 17,900 $28.50 $510,150.00
2.8 Geotextile m2 21,720 $1.90 $41,268.00
2.9 Rerouting EL. Channel For Bridge LS 1 $198,000.00 $198,000.00
SUBTOTAL PART 2.0 $6,049,318.00
PART 3 ASPHALT PAVEMENT
3.1 Hot Mix Asphalt Paving, 100mm Lift tonne 4,900 $133.00 $651,700.00
SUBTOTAL PART 3.0 $651,700.00
PART 4 CONCRETE
41 Standard C&G m 3000 $135.00 $405,000.00
SUBTOTAL PART 4.0 $405,000.00
PART 5 BRIDGE
5.1 Elizabeth Lake Bridge (2-lanes 60m with Walkway) LS 1 $5,280,000.00 $5,280,000.00
5.2 Elizabeth Lake Pedestrian Culvert 3.0 Galvanized CSP m 160 $1,200.00 $192,000.00
5.3 Elizabeth Lake Pedestrian Culvert Installation LS 2 $92,000.00 $184,000.00
5.4 Elizabeth Lake Pedestrian Foundation Work LS 2 $53,000.00 $106,000.00
SUBTOTAL PART 5.0 $5,762,000.00
PART 6 SIGNAGE AND PAVEMENT MARKINGS
6.1 Stardard Crosswalk (Plastic) m 260 $26.50 $6,890.00
6.2 Arrows (Plastic) each 5 $330.00 $1,650.00
6.3 Line Paint, 100mm Whtie Dash m 520 $2.00 $1,040.00
6.4 Line Paint, 100mm Yellow m 1,560 $2.00 $3,120.00
6.5 Stop Bars m 50 $38.50 $1,925.00
SUBTOTAL PART 6.0 $14,625.00
PART 7 STORM
7.1 Trench Excavation, Backfill & Compaction, 0-4.0m Depth m 1,300 $160.00 $208,000.00
11623982d1044-f06\shared_projects\116239636\07_reports_studies\Levy Update\OPC\Transpo\20230320\opc_tmp_opc_20230320_update.xlsx
Opinion of Probable Cost
Elizabeth Lake Drive - 58 Street Ebony
ITEM NO. ITEM OF WORK UNIT SANT
7.2 250mm PVC m 200 $73.50 $14,700.00
7.3 300mm PVC m 350 $120.00 $42,000.00
7.4 375mm PVC m 250 $160.00 $40,000.00
7.5 450mm PVC m 100 $202.00 $20,200.00
7.6 525mm PVC m 200 $275.00 $55,000.00
7.7 600mm PVC m 100 $352.00 $35,200.00
7.8 675 Conc. CLIIl m 100 $310.00 $31,000.00
7.9 Std. 1200 Manhole v.m 40 $2,570.00 $102,800.00
7.10 MH Frame, cover, slab tops & bases each 11 $805.00 $8,855.00
7.11 Catch Basins each 20 $4,860.00 $97,200.00
7.12 Storm Ceptors each 2 $132,000.00 $264,000.00
7.13 Concrete Flared Ends each 2 $2,730.00 $5,460.00
7.14 40mm Washed Rock m3 400 $60.00 $24,000.00
SUBTOTAL PART 7.0 $948,415.00
PART 8 MISC.
8.1 Topsoil Replacement and Fine Grading, 150mm Depth m2 38,000 $10.00 $380,000.00
8.2 Landscaping - Boardcast Seeding m2 38,000 $1.21 $45,980.00
8.3 Hydrovacing LS 1 $66,000.00 $66,000.00
8.4 Street Lights Relocation LS 1 $66,000.00 $66,000.00
8.5 Utilities relocation (Unknown) LS 1 $26,000.00 $26,000.00
8.6 Intersection Improvement LS 1 $330,000.00 $330,000.00
8.7 Guardrail m 400 $138.70 $55,480.00
8.8 Retaining Wall, 150m LS 1 $502,000.00 $502,000.00
8.9 Wetland Compensation LS 1 $132,000.00 $132,000.00
SUBTOTAL PART 8.0 $1,603,460.00
SUMMARY SCHEDULE
PART 1 GENERAL REQUIREMENTS $1,389,100.00
PART 2 EARTH WORKS $6,049,318.00
PART 3 ASPHALT PAVEMENT $651,700.00
PART 4 CONCRETE $405,000.00
PART 5 BRIDGE $5,762,000.00
PART 6 SIGNAGE AND PAVEMENT MARKINGS $14,625.00
PART 7 STORM $948,415.00
PART 8 MISC. $1,603,460.00
TOTAL $16,823,618.00
11623982d1044-f06\shared_projects\116239636\07_reports_studies\Levy Update\OPC\Transpo\20230320\opc_tmp_opc_20230320_update.xlsx
Opinion of Probable Cost
Elizabeth Lake Drive - 58 Street Ebony
Engineer's OPC
ESTIMATED
ITEM NO. ITEM OF WORK UNIT QUANTITY UNIT PRICE AMOUNT
CONTINGENCY 30% $5,047 ,085.40
TOTAL W/ CONTINGINCY $21,870,703.40
GST (5%) $1,093,535.17
TOTAL W/ CONTINGINCY & GST $22,964,238.57
11623982d1044-f06\shared_projects\116239636\07_reports_studies\Levy Update\OPC\Transpo\20230320\opc_tmp_opc_20230320_update.xlsx
Opinion of Probable Cost
34 Street Widening - Highway 2A to Highway 12
ITEM NO. ITEM OF WORK UNIT SANT
PART 1 GENERAL REQUIREMENTS
1.1 Mobilization and demobilization L.S. 1 $454,800.00 $454,800.00
1.2 Traffic accommodation plan, signage and detouring L.S. 1 $91,000.00 $91,000.00
SUBTOTAL PART 1.0 $545,800.00
PART 2 EARTHWORKS
2.2 Common Excavation m? 15,000 $14.00 $210,000.00
22 Common Excavation - Driveway Reaglinment m? 3,000 $14.00 $42,000.00
2.2 Construct roadside ditch Twp Road 41-0 m 385 $24.50 $9,432.50
23 Topsoil Stripping and Stockpile m? 28,200 $4.70 $132,540.00
24 Borrow Excavation - Southside and Northside of Bridge m? 21,000 $30.00 $630,000.00
25 Borrow Excavation - Haul Rod (Separating Horizon A and B) m? 10,000 $30.00 $300,000.00
25 Waste Excavation - Southside and Northside of Bridge m? 16,000 $20.00 $320,000.00
25 Waste Excavation - Haul Rod (Separating Horizon A and B) m? 15,000 $20.00 $300,000.00
2.6 Granular Base Course 20mm Crushed Gravel, 200mm Depth tonne 5,288 $31.00 $163,928.00
2.6 Granular Base Course 20mm Crushed Gravel - Driveway Realignments tonne 600 $31.00 $18,600.00
2.7 Granular Base Course 75mm Crushed Gravel, 350mm Depth tonne 32,429 $28.50 $924,226.50
2.9 Supply, haul and place pitrun for subgrade repairs tonne 6,500 $28.50 $185,250.00
2.9 Remove and stockpile existing granular for reuse m° 2,000 $11.00 $22,000.00
SUBTOTAL PART 2.0 $3,257,977.00
PART 3 ASPHALT PAVEMENT
3.1 Hot Mix Asphalt Paving, 40mm Lift tonne 2,250 $133.00 $299,250.00
3.2 Hot Mix Asphalt Paving, 60mm Lift tonne 3,250 $133.00 $432,250.00
3.3 1.5m wide asphalt milling m 20 $7.50 $150.00
SUBTOTAL PART 3.0 $731,650.00
PART 4 STORM
At Culverts - supply, install and backfill including couplers and rip rap end
treatments
4.1.1 600mm CSP m 48 $400.00 $19,200.00
4.1.2 750mm CSP m 32 $500.00 $16,000.00
4.1.3 800mm CSP m 96 $560.00 $53,760.00
4.1.4 900mm CSP m 62 $690.00 $42,780.00
4.2 Non-Woven Geotextile m2 32,000 $1.90 $60,800.00
4.3 Remove and dispose of existing driveway culverts m 30 $92.00 $2,760.00
SUBTOTAL PART 4.0 $195,300.00
PART 5 BRIDGE WORK
5.1 Transport & Erect Girders L.S. 2 $21,000.00 $42,000.00
11623982d1044-f06\shared_projects\116239636\07_reports_studies\Levy Update\OPC\Transpo\20230320\opc_tmp_opc_20230320_update.xlsx
Opinion of Probable Cost
34 Street Widening - Highway 2A to Highway 12
ITEM NO. ITEM OF WORK UNIT SANT
5.2 Supply and Install Guardrail L.S. 1 $5,000.00 $5,000.00
SUBTOTAL PART 5.0 $47,000.00
PART 6 SIGNAGE AND PAVEMENT MARKINGS
6.1 Standard Crosswalk (Plastic) m 260 $26.50 $6,890.00
6.2 Arrows (Plastic) each 6 $330.00 $1,980.00
6.3 Line Paint, 100mm Whtie Dash m 200 $2.00 $400.00
6.4 Line Paint, 100mm White Solid m 3,900 $2.00 $7,800.00
6.4 Line Paint, 100mm Yellow m 2,000 $2.00 $4,000.00
6.5 Stop Bars m 50 $38.50 $1,925.00
6.6 Relocate existing:
Stop sign each 2 $300.00 $600.00
6.7 Supply and install:
6.7.1 Stop sign each 2 $475.00 $950.00
6.7.2 Dead end sign each 1 $475.00 $475.00
6.7.3 Rail crossing ahead each 2 $475.00 $950.00
SUBTOTAL PART 6.0 $25,970.00
PART 7 LANDSCAPING
7.1 Topsoil Replacement and Fine Grading, 150mm Depth m2 16,000 $10.00 $160,000.00
7.2 Landscaping - Broadcast Seeding m2 39,000 $1.21 $47,190.00
SUBTOTAL PART 7.0 $207,190.00
PART 8 MISC.
8.1 Fencing - 3 strand barbed wire (remove and replace with new) m 2,000 $16.00 $32,000.00
8.2 Fencing -Triple Rail Wood (remove and replace with new) m 150 $83.00 $12,450.00
8.3 Guardrail m 12 $140.00 $1,680.00
8.4 Utility Crossings for Large Equipment LS 3 $3,000.00 $9,000.00
SUBTOTAL PART 8.0 $83,130.00
SUMMARY SCHEDULE
PART 1 GENERAL REQUIREMENTS $545,800.00
PART 2 EARTHWORKS $3,257 ,977.00
PART 3 ASPHALT PAVEMENT $731,650.00
PART 4 STORM $195,300.00
PART 5 BRIDGE WORK $47,000.00
PART 6 SIGNAGE AND PAVEMENT MARKINGS $25,970.00
PART 7 LANDSCAPING $207,190.00
11623982d1044-f06\shared_projects\116239636\07_reports_studies\Levy Update\OPC\Transpo\20230320\opc_tmp_opc_20230320_update.xlsx
Opinion of Probable Cost
34 Street Widening - Highway 2A to Highway 12
ITEM NO. ITEM OF WORK UNIT SANT
PART 8 MISC. $83,130.00
TOTAL $5,094,017.00
CONTINGENCY 30% $1,528,205.10
TOTAL W/ CONTINGINCY $6,622,222.10
GST (5%) $331,111.11
TOTAL W/ CONTINGINCY & GST $6,953,333.21
11623982d1044-f06\shared_projects\116239636\07_reports_studies\Levy Update\OPC\Transpo\20230320\opc_tmp_opc_20230320_update.xlsx
Opinion of Probable Cost Estimate
76 Street Extension - Midway Lift Station to 58 Street
Item Item of Work Measurement Est. Unit
No. Unit Quantity Price Amount
1 Arterial Road Im 2070 $6,600 $13,662,000
Subtotal $13,662,000
Contingency & Engineering 30% $4,098,600
Total (2022 dollars) $17,760,600
SAY $17,800,000
* Unit price inflated 32% Unit price inflated 32% (from Bank of Canada CPI index) based on the
comparison in Elizabeth Lake Drive project's opc completed in 2008.
* Redcued quantities from 2840m to 2130m, since part of the road is included 76 Street Extension
(610m) and 76 Street for Midway Access (160m constructed)
Opinion of Probable Cost Estimate
C&E Trail Upgrade - Elizabeth Park Blvd to North City Boundary
The unit price for C&E Upgrade is based upon a unit cost of 60% of the cost of a new Arterial Road Upgrade From 76 Street to
Elizabeth Lake Drive.
Item Item of Work Measurement Est. Unit
No. Unit Quantity Price Amount
1 Arterial Road Upgrade Im 3500 $3,960 $13,860,000
Subtotal ___ $13,860,000
Contingency & Engineering 30% $4,158,000
Total (2022 dollars) $18,018,000
SAY $18,100,000
* Unit price inflated 32% (from Bank of Canada CPI index) based on the comparison in Elizabeth Lake
Drive project's opc completed in 2008. (Which was assumed to be 60% of the cost of Arterial Road
Upgrade From 76 Street to Elizabeth Lake Drive).