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2021 SIA/Meadows Edge Ph 2IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Page. g10of7117 Debbie Pierson, Flathead County MT by MLN 10 i 2f! / 2021 1 42 PM Return to: Aimee Brunckhorst Kalispell City Clerk 201 1' Avenue East Kalispell, MT 59901 APPENDIX E SUBDIVISION IMPROVEMENT AGREEMENT THIS AGREEMENT, made and entered into this 24th day of August , 20 21 , by and between the CITY COUNCIL, CITY OF KALISPELL, MONTANA, Party of the First Part and hereinafter referred to as the CITY, and Meadows Edge, LLC (Name of Developer) a Corporation (Individual, Company or Corporation) located at P.O. Box 7184, Kalispell, Flathead County, Montana 59904 * (Street Address/P. O. Box) (City, County, State, Zip) Party of the Second Part and hereinafter referred to as DEVELOPER. WITNESSETH: THAT WHEREAS, the Developer is the owner and developer of a new subdivision known as Meadows Edge Phase 2 (Name of Subdivision) located at Tract 3 of COS 18892, in the SE 1/4 Section 3, T28N, R22W, P.M.,M., Flathead County, MT (Location of Subdivision) and, WHEREAS, the City has conditioned it's approval of the final plat of Meadows Edge Phase 2 , upon the conditions as set forth (Name of Subdivision) in the Preliminary Plat of the Subdivision being completed and all improvements, as cited in "Exhibit A" have not been completed at this time, and the Developer wishes to bond for the completion of those improvements set forth in "Exhibit A"; and WHEREAS, the City's Subdivision Regulations require that a subdivider shall provide a financial security of 125% of the estimated total cost of construction of said improvements as evidenced by an estimate prepared by a licensed public engineer included herewith as "Exhibit B"; and WHEREAS, the estimated total cost of construction of said improvements is the sum of $ 1,146, 359.50 NOW THEREFORE, in consideration of the approval of the final plat of said Subdivision by the City, the Developer hereby agrees as follows: 1. The Developer shall deposit as collateral with the City a Letter of Credit, or other acceptable collateral as determined by the City Council, in the amount of $ 1,432,949.38 . Said Letter of Credit or other collateral shall have an expiration date of at least sixty (60) days following the date set for completion of the improvements, certifying the following: a. That the creditor guarantees funds in the sum of $ 1,432,949.38 the estimated cost of completing the required improvements in Meadows Edge Phase 2 (landscape plus offsite improvements) (Name of Subdivision) b. That if the Developer fails to complete the specified improvements within the required period, the creditor will pay to the City immediately, and without further action, such funds as are necessary to finance the completion of those improvements up to the limited of credit stated in the letter; 2. That said required improvements shall be fully completed by June 30 , 2022 3. That upon completion of the required improvements, the Developer shall cause to be filed with the City a statement certifying that: a. All required improvements are complete; b. That the improvements are in compliance with the minimum standards specified by the City for their construction and that the Developer warrants said improvements against any and all defects for a period of two (2) years from the date of acceptance of the completion of those improvements by the City; c. That the Developer knows of no defects in those improvements; d. That these improvements are free and clear of any encumbrances or liens; e. That a schedule of actual construction costs has been filed with the City; and, f. All applicable fees and surcharges have been paid. 4. The Developer shall cause to be filed with the City copies of final plans, profiles, grades and specifications of said improvements, with the certification of the registered professional engineer responsible for their preparation that all required improvements have been installed in conformance with said specifications. IT IS ALSO AGREED BY AND BETWEEN THE PARTIES HERETO AS FOLLOWS, TO -WIT: That the Developer shall provide for inspection of all required improvements by a registered professional engineer before the Developer shall be released from the Subdivision Improvement Agreement. That if the City determines that any improvements are not constructed in compliance with the specifications, it shall furnish the Developer with a list of specific deficiencies and may withhold collateral sufficient to insure such compliance. If the City determines that the Developer will not construct any or all of the improvements in accordance with the specifications, or within the required time limits, it may withdraw the collateral and employ such funds as may be necessary to construct the improvement or improvements in accordance with the specifications. The unused portions of the collateral shall be returned to the Developer or the crediting institution, as is appropriate. IN WITNESS WHEREOF, the Parties have hereunto set their hands and seals the day and year herein before written. "!?'f/69 40G C (Name of Subdivision/Developer/Firm) by Cj KDL<. oScc.r- (Name) (Title) STATE OF MONTANA COUNTY OF rl oc-+ 9 a On this 2g44. day of ArIA-LA-S4` 20 , before me, a Notary Public for the State of Montana, personally appeared i6La A known to me to be the R- -4 02ct- c-, P,� of 01eQ LL C whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Notarial Seal this day and year first above written. ( A4::�3 Notary Public f r the State of Montana Printed Name ; 7©cl'j�'A Residing at S ,em My Commission Expires MAYOR, CITY OF KALISPELL MAYOR coy MINDY COCHRAN o1� y99 NOTARY PUBLIC for the — — z State of Montana SEAL 2 Residing at Kalispell, MT 9�OF M��P My Commission Expires May 17, 2023. EXHIBIT "A" RESOLUTION NO.6004 A RESOLUTION CONDITIONALLY APPROVING THE PRELIMINARY PLAT OF PHASES 2 AND 5 OF MEADOWS EDGE, DESCRIBED AS A TRACT OF LAND BEING A PORTION OF TRACT 3 OF CERTIFICATE OF SURVEY NO.19992, ON FILE AND OF RECORD IN FLATHEAD COUNTY, MONTANA, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 28 NORTH, RANGE 22 WEST, P.M.M., FLATHEAD COUNTY, MONTANA. WHEREAS, Meadows Edge, LLC, the owner of the certain real property described above, has petitioned for approval of Phases 2 and 5 of the Subdivision Plat of said property; and WHEREAS, the Kalispell City Planning Board and Zoning Commission held a public hearing on October 13, 2020 on the proposal and reviewed Subdivision Report #KPP-20-03 issued by the Kalispell Planning Department; and WHEREAS, the Kalispell City Planning Board and Zoning Commission has recommended approval of the Preliminary Plat of Phases 2 and 5 of Meadows Edge, subject to certain conditions and recommendations; and WHEREAS, the city council of the City of Kalispell at its regular council meeting of November 2, 2020, reviewed the Kalispell Planning Department Report #KPP-20-03, reviewed the recommendations of the Kalispell City Planning Board and Zoning Commission, and found from the Preliminary Plat, and evidence, that the subdivision is in the public interest. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF KALISPELL, MONTANA AS FOLLOWS: SECTION 1. That the Findings of Fact contained in Kalispell Planning Department Report #KPP-20-03 are hereby adopted as the Findings of Fact of the city council. SECTION 2. That the application of Meadows Edge, LLC for approval of the Preliminary Plat of Phases 2 and 5 of Meadows Edge, Kalispell, Flathead County, Montana is hereby approved subject to the following conditions: 1. The development of the site shall be in substantial compliance with the application submitted, the site plan, materials, and other specifications as well as any additional conditions associated with the preliminary plat as approved by the city council and any conditions related to the Meadows Edge Planned Unit Development. 2. The preliminary plat approval shall be valid for a period of three years from the date of approval. 3. The developer shall submit to the Kalispell Public Works Department for review and approval a storm water report and an engineered drainage plan that meets the requirements of the current city standards for design and construction. Prior to final plat, a certification shall be submitted to the public works department stating that the drainage plan for the subdivision has been installed as designed and approved. 4. The developer shall submit to the Kalispell Public Works Department prior to construction an erosion/sediment control plan for review and approval and a copy of all documents submitted to Montana Department of Environmental Quality for the General Permit for Storm Water Discharge Associated with Construction Activities. 5. The developer shall submit water and sanitary sewer plans, applicable specifications, and design reports to the Kalispell Public Works Department and the Montana Department of Environmental Quality for concurrent review, with approval of both required prior to construction. 6. Water and sewer main extensions shall be designed and constructed in accordance with the City of Kalispell's Standards for Design and Construction and in compliance with the city's facilities update and extensions of services plans. The water and sewer main extension plans shall be reviewed and approved by the Kalispell Public Works Department. Prior to final plat, a certification shall be submitted to the Public Works Department stating that the water and sewer mains have been built and tested as designed and approved. 7. The sewer for Phases 2 and 5 shall be designed to connect into the West Side Sewer Interceptor. Final design plans shall be reviewed and approved by the Kalispell Public Works Department prior to final plat of Phase 2. 8. New infrastructure required to serve the subdivision shall be designed and constructed in accordance with the City of Kalispell's Standards for Design and Construction. All design work shall be reviewed and approved in writing by the Kalispell Public Works Department prior to construction. This infrastructure shall include but not be limited to streets, street lighting, street signage, curb, gutter, boulevard and sidewalks. 9. Three Mile Drive shall be upgraded to a rural collector standard along the property boundary from the eastern terminus of the development to the west side of the intersection with Edwards Lane. 10. The developer shall dedicate 40 feet of right-of-way from the center line of Three Mile Drive in order to provide for the upgrade as part of this and future phases. The dedication shall occur in conjunction with the final plat of Phases 2 and 5. 11. The developer shall obtain an approach permit from the Montana Department of Transportation (MDT) for approaches onto Farm to Market Road. If any improvements are necessary at the intersection of the roadways, these improvements shall be completed to the satisfaction of the MDT prior to final plat and MDT shall so certify this in writing to the city. 12. Individual lots in Phase 2 would not have access onto Three Mile Drive. Access onto Farm - to Market Road for the lot in Phase 5 would be reviewed at the time of development and would be required to meet city and MDOT standards. 13. Prior to final plat, a letter from the Kalispell Public Works Department shall be submitted stating that all new infrastructure has been accepted by the City of Kalispell or a proper bond has been accepted for unfinished work. 14. All easements and/or right-of-ways shall be indicated on the face of the final plat. Utility easements for City water and sewer shall be provided to allow for the logical extension of utilities from this subdivision to adjoining properties. A letter from the Kalispell Public Works Department shall be obtained stating that the required easements are being shown on the final plat. 15. The following statement shall appear on the final plat: "The undersigned hereby grants unto each and every person, firm or corporation, whether public or private, providing or offering to provide telephone, telegraph, electric power, gas, cable television, water or sewer service to the public, the right to the joint use of an easement for the construction, maintenance, repair, and removal of their lines and other facilities, in, over, under, and across each area designated on this plat as "Utility Easement" to have and to hold forever." Developer's Signature 16. Prior to filing the final plat, a letter from the US Postal Service shall be included stating the Service has reviewed and approved of the design and location of the mail delivery site. The mail delivery site shall be installed or bonded for prior to final plat. In addition, the mail delivery site and improvements shall also be included in the preliminary and final engineering plans to be reviewed by the Public Works Department. The mail delivery site shall not impact a sidewalk or proposed boulevard area. 17. A letter from the Kalispell Fire Department approving the access, placement of the fire hydrants and fire flows within the subdivision shall be submitted prior to final plat. 18. A letter shall be obtained from the Parks and Recreation Director approving a landscape plan for the placement of trees and landscaping materials within the landscape boulevards of the streets serving the subdivision. The letter shall also approve compliance with the approved park plan for the overall Meadows Edge PUD as well as satisfaction of any parkland requirements for Phase 2 which may not be met with existing improvements. 19. A note shall be placed on the final plat indicating a waiver of the right to protest creation of a park maintenance district. This district shall only be activated in the event that the property owners' association defaults on their park and open space amenity conditions. The taxes levied within the maintenance district shall be determined by the Parks and Recreation Department with approvals by the Kalispell City Council. 20. A note shall be placed on the final plat indicating a waiver of the right to protest creation of a stormwater maintenance district. This district shall only be activated in the event that the property owner(s) default on the maintenance of the approved stormwater facilities. The taxes levied within the maintenance district shall be determined by the Public Works Department with approvals by the Kalispell City Council. 21. A minimum of two-thirds of the necessary infrastructure for the subdivision shall be completed prior to final plat submittal. 22. All utilities shall be placed underground and in locations that are approved by the Kalispell Public Works Department in accordance with the Kalispell Standards for Design and Construction. 23. All areas disturbed during development shall be re -vegetated with a weed -free mix immediately after development. 24. Any water rights associated with the property are to be addressed according to the provisions of the Memorandum of Understanding between the developer and the City of Kalispell dated May 6, 2019. 25. A note shall be placed on the final plat that states: "This subdivision is located in an agriculture area and potential nuisances such as noise, dust, odors, and irregular hours of operation are to be expected. As such, the right to farm on adjoining properties shall not be restricted as a result of the development or occupancy of this subdivision." 26. A homeowner's association (HOA) shall be formed and established for the common areas prior to final plat. 27. Subdivision signage for the development shall comply with Section 27.22.050(6) of the Kalispell Zoning Ordinance. 28. The alleyways within the development shall be designated as "private" at time of final plat. 29. The paths located within Three Mile Drive and W. Spring Creek/Farm to Market shall be maintained by the Meadows Edge HOA. SECTION 3. Upon proper review and filing of the Final Plat of said subdivision in the office of the Flathead County Clerk and Recorder, said premises shall be a subdivision of the City of Kalispell. PASSED AND APPROVED BY THE CITY COUNCIL AND SIGNED BY THE MAYOR OF THE CITY OF KALISPELL THIS 2ND DAY OF NOVEMBER, 2020. ATTEST: Aim a Brunckhorst, CMC City Clerk Mark J s Mayor Project Name: MEADOWS EDGE SUBDMSION, PHASE 2 WGM Project Number. 171034.21 Owner. MEADOWS EDGE, LLC Bonding Date: August 23, 2021 EXHIBIT "B" CERTIFICATION OF WORK O BE `& TWG M G R O U P COMPLETED Completed as of Bonding Date Total Final Construction Construction Quantity Costs Quantities and Costs Line Item Item Description Unit Quantity I Unit Price Total I Quantity Current Total 7 Schedule 1- Site Work 1.1 Mobilization, Submittals & Permits LS 1 $27000.007$20,000.DD I.ODDO $20,000.00 1.2 Erosion Control Measures LS 1 $4,000.00 1.0000 $4,D00.00 1.3 Traffic Control LS 1 $2,SDO.00 1.0000 $2500.00 1.4 Construction Survey LS 1 $6,400.00 $6AW 00 1.OD00 $6AOO.D0 IS Clearing Topsoil & Stockpile LS 1 $28,000.00 $28,000.00 1.0000 $28,000.00 1.6 Embankment(essmnes IS%shdnkne u,-pacea"sM) LS 1 $54,000.00 $54,000.00 I 1.0000 $54,000.00 1.7 Import Material LS 1 $127,100.00 $127,100.00 1.0000 $127,100.00 1.8 Seeding & Restoration LS 1 $6,400.00 $6,400.00 1.0000 $6,400.00 1.9 Material Testing LS 1 $4,600.00 $4,600.00 1.0000 $4,600.00 . . _ SCHEDULE 1 TOTAL $253AW00 $253A00.00 Schedule 2 - Roads & Sidewalks 2.2 3" Minus Select Subbase Material CY I515 $34.20 $51,813.00 1,SIS $51,813.00 2.2 3/4" Minus Base Course Material CY 1010 $38.50 $38,885.00 1,010 $38,985.00 23 Asphalt Pavement (4" Thickness) SY 5014 $23.00 $115,322.00 5,024 5315,322.00 2.4 Standard Curb & Gutter LF 1832 $20.00 $36,640.00 1.832 $36,640.00 2.5 Drive Over Curb and Gutter LF 943 $23.00 $21,689.00 943 $21,689.00 2.6 Alley Approach EA 1 $2,235.00 $2,235.00 1 $2,235.00 2.7 Sidewalk (4" Concrete, 5' Width, 6" Base) SF 14066 $6.00 $94,396.00 24,066 $84,396.00 2.8 ADA Truncated Domes EA 6 $1,270.00 $7,620.00 6 $7,620.00 2.9 Saw -Cut and Replace Existing Pavement Base, and Sub -Base LS 1 $8,907.00 $8,907.00 1 $8,907.00 SCHEDULE 2 TOTAL 5367,507.00 $367,507.00 Schedule 3 - Water System LF 1384 $62.00 $85,808.00 1,384 $85,808.00 3.2 8" PVC Water Main 3.2 8" Dia. 11.25' D.I. Elbow EA 2 $730.00 $1,460.00 2 $1,460.00 3.3 8" Dia. 22.5' 0.1. Elbow EA 3 $738.00 $2,224.00 3 $2,214.00 3.4 Connect to Existing Water Main EA 3 $1,370.00 $4,110.00 3 $4,110.00 3.5 8"xB" MJxMJ D.I. Tee EA 1 $1,035.00 $1,035.00 1 $1,035.00 3.6 6" Fire Hydrant Assembly EA 3 $6,075.00 $18,225-00 3 $18,225.00 3.7 8" MJxMJ Gate Valves, Boxes, & Apron EA 7 S2,OOS.00I $14,035.00 7 $14,035.00 3.8 3/4" Domestic Water Service (with standard meter pit lid) EA 36 $3,344.00 $220,384.00 36 $120,384.00 3.9 3/4" Domestic Water Service (with traffic -rated meter pit lid) EA 1 $3,344.00 $3,344.00 1 $3,344.00 SCHEDULE 3 TOTAL $250,615.00 $250,615.00 Schedule 4 - Sewer System EA 1 $1,978.00 $1,978.00 1 $1,978.00 4.1 Connect to Existing 4.2 'nstall 48" Dia Manhole w/Cover & Concrete Collar EA B $3,550.00 $28,400.00 8 $28,400.00 4.3 4" Sanitary Sewer Service EA 37 $1,845.00 $68,265.00 37 $68,265.00 4.4 8" SDR35 PVC Sewer Main LF 1372 $53.00 $72,716.00 1,372 $72,716.00 SCHEDULE 4 TOTAL $171,359.00 $171,359.00 Schedule 5 - Stormwater Management 5.1 30" I.D. Storm Basin (w/ slotted grate casting, collar, & rings) EA 1 $1,936 00 $1,936.00 1 $1,936.00 S.2 30" I.D. Storm Basin (w/ stand-up curb casting, apron, & rings) EA 5 $2,300.00 $11,500.00 5 $11500.00 5.3 30" I.D. Storm Basin (w/ drive -over curb casting, apron, & rings) EA 1 $2,250 00 $2,150.00 1 $2,150.00 SA 48" I.D. Storm Basin (w/ drive -over curb casting, apron, & rings) EA 1 $3,200.00 $3,200.00 1 $3,200.00 S.S 48" I.D. Storm Basin (w/ solid cover casting, collar, & rings) EA 7 $3,525.00 $24,675.00 7 $24,675.00 S.6 12" PVC, SDR 3S Storm Main LF 948 $56.50 $53,562.00 948 $53,562.00 5.7 18" PVC, SDR 3S Storm Main LF 20 $80.00 $2,600.00 20 $1,600.00 5.8 Connect to Existing Storm Manhole EA 1 $1,990.00 $1,980.00 1 $1,980.00 SCHEDULE 5 TOTAL $100,W3.00 $100,603.00 Schedule 6 - Dry Utilities, Street Lighting, and Signage 6.1 Utility Trench with Bedding LF 2,381 $8.00 $19,048.00 2,381 $19,048.D0 6.2 3" Conduit w/ Pull Rope LF 3,266 $4.50 $14,697.00 3,266 $14,697.00 6.3 2" Conduit w/ Pull Rope LF 6,240 $3.50 $21,840.00 6,240 $21,940.00 6.4 1" Conduit w/ Pull Rope LF 212 $2 7S $583.00 212 $583.00 6.5 Single Phase Utility Vault EA 5 $BS0 00 $4,250.00 5 $4,250.00 6.6 Secondary Electrical Pedestal EA IS $57.00 $855.00 15 $855.00 6.7 Street Light Concrete Base EA 4 $925.00 $3,700.00 4 $3,700.00 6.8 Street Signs (2-Stop w/road names, 2-Private Alley) LS 1 $1,ISD.00 $1,150.00 1 $1,150.00 6.9 3" Long Radius Sweep EA 27 $65.00 $1,7SS.00 27 $1,755.00 6.10 2" Long Radius Sweep EA 114 $58.00 $6,612.00 114 $6,612.00 6.11 1" Long Radius Sweep EA 8 $52.00 $416.00 8 $416.00 6.12 4" Gas Sleeve LF 147 $800 $2,176.00 147 $1,176.00 SCHEDULE 6TOTAL $76,092.1 $76,082.00 PHASE 2 CIVIL CONSTRUCTION BASE BID TOTAL $1,229,166.00 $1,219,166.00 PHASE 2 LANDSCAPING L.1 Mobilization, Demobilization, Insurance, Permits LS 1 $4,000 00 54,000 00 0 50 00 L 2 Park/Open Space Grass Seed Mix LS 1 $11,321 00 $11,321 00 0 $0 00 L 3 Deciduous Tree, 2 25" cal sized EA S2 $360 00 $18,720 00 0 $0 00 L4 Coniferous Tree 5 6' height EA 5 $360 00 $1,800 00 0 $0 00 L S Vinyl Fence LF 963 $21 50 $20,704 50 0 i $0 00 L 6 10' wide Asphalt Path (3" asphalt, 8" gravel base) LF 526 $32 00 $16,832 00 0 $0 00 PHASE 2 LANDSCAPING TOTAL 1DOWE WAT15 R MA I N E XTENS 10 $73,377.50 $0.00 Schedule 1- Site Work 11 Mobilization, Submittals & Permits LS 1 $7,200.00 $7,200 00 0.0000 $0.00 12 Erosion Control Measures LS 1 $2,950.00 $2,950 00 0.0000 $0.00 1.3 Traffic Control LS 1 $26,SS0 00 $26,550.00 0.0000 $0.00 IA Construction Survey LS 1 $2,950.00 $2,950 00 0.0000 $0.00 1.S Clearing & Reuse of Topsoil LS 1 $3,061.00 $3,061.00 0.0000 $0.00 1.6 Embankment LS 1 $3,105OD $3,10S.00 0.0000 $0.00 1.7 Seeding & Restoration LS 1 $2,950.00 $2,950.00 0.0000 $0.00 1.9 Material Testing L5 1 $2,360.00 $2,360 00 0.0000 $0.00 SCHEDULE 1 TOTAL $51,126.00 $0.00 Schedule 2 - Water System 2.2 12" C900 PVC Water Main LF 582 $99.00 $57,618.00 0 $0.00 2.2 8" C900 PVC Water Main LF 34 $90.50 $3,077.00 0 $0.00 2.3 12" X 8" MJXM1 D.I. Tee EA 1 $1,502.00 $2,502.00 0 $0.00 24 18" to 12" Reducer EA 1 $2,153 00 $2,153.00 0 $0.00 2.5 Connect to Existing Water Main - 18" EA 1 $1,836.00 $1,836 00 0 $0.00 2.6 Connect to Existing Water Main - 8" EA 1 $5,045.00 $5,045 00 0 $0.00 2.7 12" Dia. MJ End Cap EA 1 $912.00 $912.00 0 $0.00 2.8 6" Fire Hydrant Assembly (12" x 6" Tee) EA 2 $8,065.00 $16,130.00 0 $0.00 29 12" MJXMI Gate Valve w/ Box & Collar EA 5 $3,633.00 $18,165.00 0 $0.00 2.10 8" MJXMJ Gate Valve w/ Box & Collar EA 1 $2,348.00 $2,348.00 0 $0.00 SCHEDULE 3 TOTAL $108,1186.001 $0.00 PHASE S WATER BASE BID TOTAL $159,912•0 So. Schedule 1-Site Work 1.1 Mobilization, Submittals & Permits LS I $45,000.00 $45,000.00 0 $0.00 2.2 Erosion Control Measures LS 1 $10,000 00 $10,000.00 0 $0.00 1.3 Traffic Control LS 1 $22,0D0.00 $22,000.00 0 $0.00 1.4 Construction Survey LS 1 $8,000.00 $8,000.00 D $0.00 1.5 Clearing Topsoil & Stockpile LS 1 SIS,000.00 SIS,000.00 0 $0.00 1.6 Embankment (assumes 15%shrinkage in -place density) LS 1 $20,000.00 $20,000.00 0 $0.00 1.7 Seeding & Restoration LS 1 $10,000.00 $10,000.00 0 $0.00 1.8 Material Testing LS 1 $20,000.00 $20,000.00 0 $0.00 1.9 Demolition LS 1 $25,000.00 $25,000.00 0 $0.00 SCHEDULE 1 TOTAL $175,000.00 $0.00 Schedule 2 - Roads & Sidewalks $0.00 21 Asphalt Pavement (4" Thickness) Sy 9937 $21.00 $208,677.00 0 2.2 3/4" Minus Base Course Material (6" Thickness) Cy 1757 $44.00 $77,308.00 0 $0.00 23 3" Minus Select Subbase Material (15" Thickness) Cy 4392 $28.00 $222,976.00 0 $0.00 24 Standard Curb & Gutter LF 596 $20.00 $21,920 00 0 $0.00 25 Laydown Curb and Gutter LF 34 $23.00 $782.00 0 $0.00 26 Sidewalk 14" Concrete, B' Wldth, 6" Base) SF 25604 $6.00 $153,624 00 0 $0.00 2.7 ADA Truncated Domes EA 5 $1,270.00 $6,350.00 0 $0.00 2.8 Saw -Cut Existing Pavement LF 420 $10.00 $4,200.00 0 $0.00 SCHEDULE 2 TOTAL $585,837.00 $0.00 Schedule 3 - Stormwater Management $0.00 31 48" I.D. Storm Basin (w/ standard curb casting, apron, & rings) EA 1 $3,600.00 $3,600.00 0 3.2 48" I. D Storm Basin (w/ solid cover casting, collar, & rings) EA 1 $3,525.00 $3,525.00 0 $0.00 3.3 12" Class 4 Circular RCP Pipe LF 44 $200.00 $4,400 00 0 $0.00 3.4 13 S" x 22" (18" Equivalent) RCP Arch Pipe LF 282 $120.00 $33,840.00 0 $0.00 IS 24"CMPPipe LF 7 $80.00 $560.00 0 $0•00 3.6 12" Class 4 RCP Circular Flared End Section EA 2 $800.00 $1,600.00 0 $0,00 3.7 3.8 13.5" x 22" (18" Equivalent) Class4 RCP Arch Flared End Section 24' Circular CMP Flared End Section EA EA 6 1 $1,000.00 $600.00 $6,000.00 $600.00 0 0 $0.00 $0.00 SCHEDULE 3 TOTAL $54,12S.00 $0.00 Schedule 4 - Striping, Signage and Ughting 4.1 Street Signs (4-Stop w/road names, 2-stop sign ahead) 4.2 Temporary Pavement Markings 4.3 Epoxy Pavement Markings 4.4 Street Light Concrete Base 4.S I" PVC Conduit for Street Lights 4.6 1" Long Radius Sweep 4.7 FEC Electrical and Street Light Fee LS GAL GAL EA LF EA LS 1 37 49 12 2679 24 1 $S,000.00 $160.00 $350.00 $1,000.00 $10.00 $52.00 S30,000.00 $5,000.00 $5,920.00 $17,1S0.00 $12,DD0.00 $26,790.00 $1,248.00 $30,000.00 0 0 1 0 0 0 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 SCHEDULE 4 TOTAL $981108.00 50,00 PHASES 1, 2, & S OFFSITE ROAD BASE BID TOTAL $913,070.00 $0.00 TOTAL PROJECT BUDGET (INCLUDES LANDSCAPING & OFFSITE) $2,365,525,50 $1,219,166A0 TOTAL ESTIMATED COST OF CONSTRUCTION $2,365,52S.50 AMOUNT COMPLETED PRIOR TO BONDING $1,219,166.00 AMOUNT OF REMAINING WORK PRIOR TO BONDING $1114613S9.50 AMOUNT OF BOND (125%OF REMAINING WORK) $1,432,949.38 AS PROJECT ENGINEER FOR MEADOWS EDGE SUBDIVISION PHASE 2,1 CERTIFY THAT THE WORK LISTED - A HEREIN IS CORRECT. IN ADDITION, I CERTIFY THAT THE ASSOCIATED COSTS ARE REASONABLY ACCURATE STEPHANIE A ESTIMATES OF THE RESPECTIVE COSTS OF THE WORK.' REYNOLDS THE VALUE OF CONSTRUCTION AND OTHER WORK COMPLETED TO DATE IS ESTIMATED TO BE: 28j74PE 8/23�1-I $1,219,166.00 7��0 THE TOTAL VALUE OF REMAINING WORK, SERVICES AND FEES IS ESTIMATED TO BE: $1,146,3S9.50 SECURITY HELD AT 125% OF THE REMAINING COSTS SHOULD BE IN THE AMOUNT OF: $1r432,94998 STEPHANIE REYNOLDS, P.E. *ALL IMPROVEMENTS SHALL BE COMPLETED BY: August 23, 2022