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Reimbursement Agreement with New Oaks LLC for The Oaks North and South (Coleman)
ADA COUNTY RECORDER Christopher D. Rich 2016-011639 BOISE IDAHO Pgs=67 VICTORIA BAILEY 02/11/2016 10:41 AM MERIDIAN CITY NO FEE 111111111111111111111111111111111 IN 111111111111111 00192847201600116390670678 This area reserved for Recorder OAKS LIFT STATION AND PRESSURE SEWER REIMBURSEMENT AGREEMENT FOR INFRASTRUCTURE ENHANCEMENT PURSUANT TO MERIDIAN CITY CODE SECTION 8-6-5 This Agreement made and entered into this 91h day of February, 2016, by and between NEW OAKS LLC, an Idaho Limited Liability Company, hereafter referred to as "Developer", and the CITY OF MERIDIAN, hereinafter referred to as "City." WITNESSETH: WHEREAS, Developer intends to develop a residential subdivision identified in City of Meridian Preliminary Plat 13-013, as legally described herein at Exhibit C, known as the Oaks North and the Oaks South ("The Oaks") in an area of northwest Meridian that does not currently have sewer service; and, WHEREAS, a sewage lift station is required to convey flow collected from the development, which is generally located between McDermott Road and Black Cat Road and adjacent to McMillan Road; and, WHEREAS, sewage flows from the service area will be pumped to the North Black Cat lift station for several years until flows at the lift station increase to necessitate switching The Oaks discharge directly to the wastewater treatment plant; and, WHEREAS, all of the necessary sanitary sewer infrastructure to facilitate the future flow switch to the treatment plant has been constructed by Developer as part of The Oaks project; and, WHEREAS, at City's request, the lift station and other sanitary sewer infrastructure constructed by Developer ("Sanitary Sewer Infrastructure") contains extra capacity and depth beyond that needed to serve The Oaks; and, WHEREAS, the total cost of the Sanitary Sewer Infrastructure is $1,652,597.00; and, WHEREAS, the cost of the sewer infrastructure to serve The Oaks is $1,205,131.00; and, WHEREAS, the differential cost of the extra sanitary sewer capacity is $447,466.00; and, OAKS REIMBURSEMENT AGREEMENT FOR INFRASTRUCTURE ENHANCEMENT - Page 1 WHEREAS, the Service Benefit Area that could be served by the extra sanitary sewer capacity has been identified on Exhibit B; and, WHEREAS, Developer and the City have determined that the extra sanitary sewer capacity should be distributed throughout the Service Benefit Area on a first-come, first served basis until all of the extra capacity has been utilized so long as a minimum of 600 gpm capacity is reserved for The Oaks; and, WHEREAS, as constructed, the extra sanitary sewer capacity constructed by Developer can serve 1,940 Equivalent Residential Units ("BRUs") (This amount excludes any future upgrades); and, WHEREAS, the beneficiary reimbursement amount per ERU is $230.65; and, WHEREAS, Section 8-6-5 of the Meridian City Code established a procedure to reimburse developers for the differential costs associated with the installation of sanitary sewer infrastructure above and beyond that which is necessary to provide service to the developer's own project; said collection of differential cost is in addition to the connection and user charges normally assessed a user due to the fact that the user has not contributed to the cost of the excess infrastructure; and, WHEREAS, the parties entered into that certain Development Agreement dated January 29, 2009 that was superseded by a Development Agreement dated April 22, 2014) ("Development Agreement"), which provided in 5.1.7 that "Any potential upgrades to the interim lift station from other surrounding parcels will be reviewed by the Meridian Public Works Department. Approved upgrades to the puroposed (sic) station will be fully funded by the requestor, and will be subject as reimbursement fees to the Owner/Developer." WHEREAS, Developer and City are entering this Reimbursement Agreement for Infrastructure Enhancement (RAIE) pursuant to Meridian City Code 8-6-5 for improvements that are above and beyond those needed to serve The Oaks. NOW, THEREFORE, IT IS HEREBY AGREED AS FOLLOWS: 1. The above recitals are contractual and are incorporated herein as if set forth in full. 2. The Reimbursement Proposal dated November 30, 2015 is attached hereto as Exhibit "A" and incorporated herein by this reference. OAKS REIMBURSEMENT AGREEMENT FOR INFRASTRUCTURE ENHANCEMENT - Page 2 3. The Service Benefit Area that will be served by the Sanitary Sewer Infrastructure is attached hereto as Exhibit B" and incorporated herein by this reference. 4. The total beneficiary reimbursement amount to be assessed against the beneficiaries within the service benefit area shall be $447,466. 5. The total beneficiary reimbursement amount divided by the 1,940 ERUs that can be served by the extra capacity equates to $230.65 per ERU. 6. Additionally, a 15% administrative charge based on the cost of the infrastructure enhancement shall be collected from each beneficiary and retained by City. 7. The total administrative charge to be assessed against the beneficiaries within the service benefit area shall be $67,119.90. 8. The total administrative charge divided by the 1,940 ERUs that can be served by the extra capacity equates to $34.60 per ERU. 9. The beneficiary reimbursement amount ($230.65) and administrative charge ($34.60) shall be collected upon development of the beneficiary parcels at the time of application for the preliminary plat containing the beneficiary parcels. 10. The source of funds that will comprise the eligible reimbursement amount shall be solely from the amounts paid by the owners of the Beneficiary Parcels, less the administrative fees collected. 11. The funds collected, less the administrative fees, shall be distributed to Developer on a quarterly basis. 12. City shall prepare an accounting of all funds collected pursuant to this Agreement four times per year on a schedule to be determined by City. 13. The term of this Agreement shall be 10 years or when the maximum eligible reimbursement amount is received, whichever comes first, and may be extended upon the recommendation of the Director and the approval of the City Council. Consistent with the provisions in the Development Agreement, the Director agrees to not unreasonably withhold and make best efforts to support approval of any extension required to ensure Developer is fully reimbursed for constructing the extra sanitary sewer capacity. 14. The Agreement shall terminate upon the earlier of the expiration of the term of the Agreement, or upon the City's remittance to the Developer of the full eligible OAKS REIMBURSEMENT AGREEMENT FOR INFRASTRUCTURE ENHANCEMENT - Page 3 reimbursement amount. Notice of Termination of this agreement shall be recorded in the land records of Ada County Idaho. 15. This Agreement may be assigned or transferred with the express written consent of the City Council, which consent shall not be unreasonably withheld. 16. Until the Sanitary Sewer Infrastructure has been accepted by City, the Developer shall indemnify and hold City harmless from any injury, damage or loss of any nature whatsoever to person or property resulting from the Sanitary Sewer Infrastructure unless such injury, damage or loss is directly the result of the negligence of City or its agents or employees 17. After all inspections are complete and the construction has met all standards of the Agreement, City shall issue a letter of acceptance of the installed Sanitary Sewer Infrastructure and shall take over ownership and maintenance of such infrastructure. 18. City has postponed installation of some improvements in the lift station (pumps and related equipment) that are not initially necessary but will be necessary to provide capacity above 600 gpm. City also plans to allow properties outside of The Oaks to use the initial capacity of 600 gpm that otherwise would be reserved to The Oaks. City understands and agrees that City must install the postponed improvements, at City's expense, sufficiently before the initial 600 gpm capacity is exhausted such that each phase of The Oaks may proceed without delay due to capacity constraints, subject to conditions beyond City's control. Upon full build out of The Oaks, City will reserve at all times a minimum of 600 gpm in the Sanitary Sewer Infrastructure to serve The Oaks. This obligation will survive termination of this Agreement. 19. This Agreement shall be recorded in the land records of Ada County, Idaho as Notice against the property of Developer as set forth in Exhibit C, and the Benefitted Properties in the SBA as set forth in Exhibit D. The parties may execute and record a Summary of this Agreement. 20. This Agreement shall be binding upon and inure to the benefit of the parties and their respective heirs, assignees, transferees, agents, executors and successors of the parties hereto. OAKS REIMBURSEMENT AGREEMENT FOR INFRASTRUCTURE ENHANCEMENT - Page 4 21. All notices, claims, requests and other communications ("Notices") under this Agreement (i) shall be in writing, and (ii) shall be addressed or delivered to the relevant address set forth herein or at such other address as shall be given in writing by a party to the other. Notices complying with the provisions of this Section shall be deemed to have been delivered (i) upon the date of delivery if delivered in person, or (ii) on the date of the postmark on the return receipt if deposited in the United States Mail, with postage prepaid for certified or registered mail, return receipt requested. CITY: City Clerk City of Meridian 33 E Broadway Ave. Meridian, Idaho 83642 NEW OAKS LLC: 3013 W. Sheryl Drive, Suite 100 Meridian, Idaho 83642 22. This Agreement shall be construed and interpreted in accordance with the laws of the State of Idaho. The parties agree that the courts of Idaho shall have exclusive jurisdiction and agree that Ada County is the proper venue. 23. Time is of the essence with respect to the obligations to be performed under this Agreement. 24. The invalidity of any portion of this Agreement, as determined by a court of competent jurisdiction, shall not affect the validity of any other portion of this Agreement. 25. All Schedules and Exhibits to this Agreement are a part of this Agreement. This Agreement, together with the accompanying Schedules and Exhibits, is the entire agreement among the parties and supersedes all prior memoranda, correspondence, conversations and negotiations. IN WITNESS WHEREOF, the parties have executed this Agreement to be effective as of the date first above written. OAKS REIMBURSEMENT AGREEMENT FOR INFRASTRUCTURE ENHANCEMENT - Page 5 NEW OAKS LLC By Thomas M. Coleman Jr. President of Coleman Communities, Inc. Manager of Coleman Homes LLC Manager of New Oaks LLC STATE OF IDAHO ) }ss. County of Ada ) On this vnn l day of , 2016, before me, the undersigned, a Notary Public in and for said State, personally appeared Thomas M. Cole an, known and identified to me to be the person who executed the instrument on behalf of said limited liability company, and acknowledged to me that such limited liability company executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first.above written. (Al AL l AhY NOTARY PUBLIC PUBLIC FOR IDAHO (SEAL) Residing at: Buy St , F Commission expires: 3 A CITY OF MERIDIAN ---_ _ Go�� ST TTEST: City of IDT �. "Dj A" c . Holman City Clerk Tammy dee d, Mayor �r SEt°�L of�de TREAS�,.. STATE OF IDAHO ) }ss. County of Ada, ) On this O� day of ��hYl lra vc _, 2016, before me, the undersigned, a Notary Public in and for said State, personally appeared Tammy de We_ d and Jaycee L. Holman, known to me to be the Mayor and City Clerk of the City of Meridian, Idaho, and who executed the within instrument, and acknowledged to me that the City of Meridian executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. ®®®..w® 000 � 1 �o T9'PA�A 0� NOT RY P BLIC O (SEAL) �N; Residing at: ® Commission Expires: OAKS REIMBURSEM4M +AGREEMENT FOR INFRASTRUCTURE ENHANCEMENT - Page 6 Reimbursement EXHIBIT A Proposal For: Enhancement Project: The Oaks Lift Station and Pressure Sewer Owner: City of Meridian Developer: Coleman Homes Prepared By: 1-U-13 ENGINEERS, Inc. CJ -U -B 7�7� J•U•B ENGINEERS, INC. THE GATEWAY 13 GROUP ON 0 APPING ..Mt a Company a.10B Company OTHER 1 -U -B COMPANIES Coleman Homes, LLC intends to develop an area of northwest Meridian that does not currently have sewer service as a residential subdivision called "The Oaks". A sewage lift station is required to convey flow collected from the development, which is generally located between McDermott Road and Black Cat Road and adjacent to McMillan Road. Flows from the service area will be pumped to the North Black Cat lift station for several years until flows at the lift station increase enough to necessitate switching the Oaks discharge directly to the WWTP. All of the necessary infrastructure to facilitate the future flow switch to the WWTP has been constructed. A Preliminary Engineering Report was prepared by J -U -B ENGINEERS, Inc. and approved by the City and DEQ in January of 2013. Construction plans and specifications were approved by the City on December 4, 2014. Peak flow calculations for the proposed development indicate a peak expected flow at full build -out of the Subdivision of approximately 600 gpm; however, at the request of the City, the facility has been designed to serve as an interim Master Plan facility that will accommodate up to approximately 1,250 gpm peak flows with future upgrades. At a later date, the site will likely be utilized for the construction of a permanent regional facility in accordance with the Master Plan. Due to extra capacity and depth that this interim facility will provide, Coleman Homes respectfully requests a Reimbursement Agreement for Infrastructure Enhancement (RAZE) in accordance with City Code 8-6-5 for improvements that are above and beyond those needed to serve the development alone. Key differences between the compared projects are summarized in Table 1 below. Detailed cost estimates, material quotes, final construction payment applications, and approved change orders are included in Appendix A. Figures showing key differences are also included in Appendix C. TABLE 1— KEY PROJECT DIFFERENCES Project Version 1 Project Version 2 Serves Proposed Oaks Development Only Service to Oaks and Service Benefit Area Gravity Sewer Gravity Sewer Size: 15" Size: 18" Cover Depth: 18' Cover Depth: 27' Additional Sewer: None Additional Sewer: 24" line to Wet Well 42" line to Bar Rack Structure 84" diam. Bar Rack Structure (1) additional manhole Wet Well Wet Well Size: 7' diameter Size: 8' diameter Depth: 23'-0" Depth: 34'-3" Valve Vault Valve Vault Size: 9' long X 6' wide X 8' deep Size: 10' long X 12' wide X 8' deep Pressure Sewer Pressure Sewer Size: 8" Size: 10" Site Site Size: 0.06 acre Size: 0.63 acre November 30, 2015 TABLE 1— KEY PROJECT DIFFERENCES (Continued) Project Version 1 Project Version 2 Serves Proposed Oaks Development Only Service to Oaks and Service Benefit Area Standby Power Standby Power Size: 50 kW Size: 200 kW Z11111VA A cost estimate has been prepared for a reduced version (Version 1) of the project that would serve only the proposed Oaks Development. This estimate reflects reduced costs as a result of the "Key Differences" outlined on the previous page. In addition, items of cost that are estimated as a percentage of the overall project cost are reduced proportionally with overall project cost reduction. These items include the following: • Soft costs: this includes engineering, surveying, construction staking, license agreements, easements, testing, and project management. This is estimated at 20% of construction cost. • Mobilization: This will be limited to 5% of the construction cost per the project Technical Specifications. Estimated Construction Cost: $1,205,131 See Appendix A for detailed cost estimates and material quotes. A cost estimate has been prepared for the proposed project (Version 2) that would serve the proposed Oaks Development as well as a surrounding Service Benefit Area. A boundary for the surrounding Service Benefit Area has not been formally adopted by the City. Please note that the value of the lift station lot and easements donated to the City by Coleman Homes have not been appraised or included in this analysis. Estimated Construction Cost: $1,652,597 See Appendix A for detailed cost estimates and material quotes. 11TA TIIWFIIUN-����IUI 11 till In accordance with City Code 8-6-5, we propose a Beneficiary Reimbursement in the amount of $447,466. In addition, the City should collect and retain the additional 15% administrative fee, above and beyond the proposed Beneficiary Reimbursement amount. Sizing and capacity differences are summarized in Table 2 on the following page. Detailed peak flow and service area calculations are included in Appendix B. November 30, 2015 TABLE 2 — SIZE AND CAPACITY SUMMARY Project Version 1 Serves Proposed Oaks Development Only Project Version 2 Service to Oaks and Service Benefit Area Gravity Sewer (per 10 -State Standards) Gravity Sewer (per 10 -State Standards) Size: 15" Size: 18" Min. Slope: 0.15% Min. Slope: 0.12% Max. d/D: 0.65 Max. d/D: 0.75 Capacity: 1.64 cfs (736 gpm) Capacity: 2.88 cfs (1,293 gpm) Pressure Sewer Pressure Sewer Size: 8" Size: 10" Capacity: 1.75 cfs (783 gpm) Capacity: 2.73 cfs (1,224 gpm) Appendix A —Cost Estimates and Material Quotes Appendix B — Peak Flow and Service Area Calculations Appendix C — Figures November 30, 2015 � 1 � ' PROJECT.- Coleman Homes, LLC The Oaks Lift Station and Pressure Sewer Project Version 1 Opinion of Probable Construction Cost Date: 11/24/2015 Bid Item No. Item Description Unit Bid Quantity Unit Price* Bid Value 201.4.1.C.1 Removal of Obstructions LS 1 $ 2,719.90 $ 2,719.90 201.4.1.G.1 Remove and Reset Fence LF 689 $ 4.72 $ 3,252.08 205.4.1.8.1 Dewatering LS 1 $ 16,959.10 $ 16,959.10 303.4.1.CA Exploratory Excavation EA 2 $ 5,121.20 $ 10,242.40 307.4.1.A.7 Miscellaneous Surface Restoration (Natural Ground) LF 780 $ 11.01 $ 8,587.80 307.4.1.A.9 Miscellaneous Surface Restoration (Dirt Road) LF 25 $ 16.35 $ 408.75 307.4.1.A.11 Miscellaneous Surface Restoration (Dirt Road with Natural Ground) LF 490 $ 10.07 $ 4,934.30 307.4.1.A.13 Miscellaneous Surface Restoration (Dirt Road with Cultivated Field) LF 90 $ 28.71 $ 2,583.90 307.4.1.D.1 Type 'C' Surface Restoration (Gravel) LF 458 $ 26.64 $ 12,201.12 307.4.11.1 Main Line Type 'P -I" Surface Restoration (Asphalt Roadway) LF 45 $ 36.77 $ 1,654.65 307.4.1.F.1 Main Line Type 'P-2' Surface Restoration (Asphalt Roadway) LF 0 $ 135.20 $ 307.4.1.J.3 Gravel Access Road with Cultivated Field Restoration LF 2904 $ 22.29 $ 64,730.16 307.4.1.J.5 Gravel Access Road with Natural Ground Restoration LF 1082 $ 22.54 $ 24,388.28 402.4.1.A.1 Valve -8"Plug EA 3 $ 4,00000 $ 12,000.00 501.4.1.8.1 Gra vitySewar Pip e-15"PVCrineluding Excavation, badoing andbeckhll) LF 223 $ 170.00 $ 37,910.00 501.4.1.8.1 Gravity Sewer Pipe - 24' PVC (including Excavation, bedding and backfill) LF 0 $ 459.77 $ 501.4.1.8.1 Gravity Sewer Pipe - 42' PVC (including Excavation, bedding and backfill) LF 0 $ 534.36 $ 502.4.1.A.1 Sanitary Sewer Manhole - 60' Type B EA 1 $ 13,815.00 $ 13,825.00 502.4.1.A.1 Sanitary Sewer Manhole - 72' Type B EA 0 $ 25,124.99 $ 502.4.1.G.1 84' Diameter Bar Rack Structure LS 0 $ 49,264.23 $ 505.4.1.8.1 Pressure Sewer Pipe -8"(includes excavation, bedding, backrrll,etc.) LF 5650 $ 22.00 $ 124,300.00 505A.1.C.1 Air Valve Vault EA 1 $ 10,000.00 $ 10,000.00 505.4.1.D.1 Pressure Sewer Sleeve (8 " Carrier Pipe) LF 200 $ 60.00 $ 12,000.00 505.4.1.E.1 Connect to Existing Pressure Sewer LS 1 $ 11,500.00 $ 11,500.00 505.4.1.FA Pressure Sewer Fitting -8"11.25°Bond EA 9 $ 650.09 $ 5,850.00 505.4.1.F.1 Pressure Sewer Filling -8"22.5°Bend EA 7 $ 650.00 $ 4,550.00 505.4.111 Pressure Sewer Fitting -8"45°Bend EA 6 $ 650.00 $ 3,900.00 505.4.11.1 Pressure So war Fitting -8"Wye EA 1 $ 2,300.00 $ 2,300.00 505.4.1.F.1 Pressure Sewer Filling -8"Tee EA 1 $ 11850.00 $ 11850.00 601.4.1.A.11 12' Culvert, Corrugated Galvanized Steel Pipe (CGSP) LF 18 $ 81.78 $ 1,472.04 601.4.1.B.1 Remove and Replace Culvert -18' Corrugated Galvanized Steel Pipe (CGSP) LF 20 $ 104.35 $ 2,087.00 601.4.1.6.1 Remove and Replace Culvert— 24' Corrugated Galvanized Steel Pipe (CGSP) LF 18 $ 97.38 $ 1,752.84 1103.4.1.A.1 Construction Traffic Control LS 1 $ 2,250.00 $ 2,250.00 2010A.1.A.1 Mobilization LS 1 $ 14,424.32 $ 14,424.32 SP -2125.1.5 Lift Station - Structural Improvements LS 1 $ 85,000.00 $ 85,000.00 SP -2125.1.6 Lift Station - Mechanical Improvements LS 1 $ 66,253.84 $ 66,253.84 SP -2125.1.7 Lift Station - Pumps and Motors LS 1 $ 134,520.00 $ 134,520.00 SP -2125.1.8 Lift Station - Flow Meter Vault LS 1 $ 81500.00 $ 8,500.00 SP -2125.1.9 LitStation- ElectricalImprovements LS 1 $ 88,000.00 $ 88,000.00 SP -2125.1.10 Lit Station - Site Work LS 1 $ 16,150.00 $ 16,150.00 SP -2125.1.11 Lift Station - Yard Piping LS 1 $ 5,700.00 $ 5,700.00 SP -2125.1.12 Lift Station - Primary U614 Service LS 1 $ 60,000.00 $ 60,000.00 SP -2125.1.13 Discharge Structure- Piping Improvements LS 1 $ 17,636.71 $ 17,636.71 SP-2125AA4 North Black Lift Station Site Work LS 1 $ 9,299.32 $ 9,299.32 SP-2216.4.1AA Storm Water Management LS 1 $ 23,458.40 $ 23,458.40 SP-2220AAAA Waterway Crossing - SettersCanal EA 1 $ 21,497.13 $ 21,497.13 Project Soft Costs (20%)** LS 1 $ 200,855.21 $ 200,855.21 Change Order No. t (Set(Jers Canal Crossing Revisions) LS 1 $ 4,869.63 $4,869.63 Change Order No. 2(Standby Power and Load Bank Addition) LS 1 $ 30,00010 $30,000.00 Change Order No. 3 (Gravity Irrigation Pipeline) LS 1 $ 6,125.00 $6,125.00 Change Order No. 5 (Air Valve Vault) LS 1 $ 10,982.36 $10,982.36 Change Order No. 6 (MH Repair) LS 1 $ 1,650.00 $1,650.00 Note: CO# 4 to add sewer from development project into this contract is not Included. Primary utility service reduction also not shown because it was still paid by Coleman outside of the lift station contract. Total: $1,205,131 * Where appropriate, Includes final billings and installed quantities from Dahle Construction final pay app. dated 10/26/15 ** Estimate for engineering, surveying, construction staking, license agreements, easements, testing, and project management Bold, italics, green text represents items that would change with the reduced project PROJECT: Coleman Homes, LLC The Oaks Lift Station and Pressure Sewer Proiect Version 2 Opinion of Probable Construction Cost Date: 11/24/2015 Bid Item No. Item Description Unit Bid Quantity Unit Price` Total Price 201A.1.C.1 Removal of Obstructions LS 1 $ 2,719.90 $2,719.90 201.4.1.GA Remove and Reset Fence LF 689 $ 4.72 $3,252.08 205.4.1.B.1 Dewatering LS 1 $ 25,438.53 $25,438.53 303.4.1.C.1 Exploratory Excavation EA 2 $ 5,121.20 $10,242.40 307.4.1.A.7 Miscellaneous Surface Restoration (Natural Ground) LF 780 $ 11.01 $8,587.80 307.4.1.A.9 Miscellaneous Surface Restoration (Dirt Road) LF 25 $ 16.35 $408.75 307.4.1.A.11 Miscellaneous Surface Restoration (Dirt Road with Natural Ground) LF 490 $ 10.07 $4,934.30 307.4.1.A.13 Miscellaneous Surface Restoration (Dirt Road with Cultivated Field) LF 90 $ 28.71 $2,583.90 307.4.1.D.1 Type 'C" Surface Restoration (Gravel) LF 458 $ 26.64 $12,201.12 307.4.11.1 Main Line Type 'P -l' Surface Restoration (Asphalt Roadway) LF 45 $ 36.77 $1,654.65 307.4.1.F.1 Main Line Type 'P-2" Surface Restoration (Asphalt Roadway) LF 238 $ 135.20 $32,177.60 307.4.1.J.3 Gravel Access Road with Cultivated Field Restoration LF 2694 $ 22.29 $60,049.26 307.4.1.J.5 Gravel Access Road with Natural Ground Restoration LF 1082 $ 22.54 $24,388.28 402.4.1.A.1 Valve -10' Plug EA 3 $ 4,773.32 $14,319.96 501.4.1.B.1 Gravity Sewer Pipe -18' PVC (including Excavation, bedding and backfill) LF 223 $ 249.12 $55,553.76 501.4.1.13.1 Gravity Sewer Pipe - 24' PVC (including Excavation, bedding and backfill) LF 30 $ 459.77 $13,793.10 501.4.1.B.1 Gravity Sewer Pipe - 42' PVC (including Excavation, bedding and backfill) LF 76 $ 534.36 $40,611.36 502AA AA Sanitary Sewer Manhole - 60' Type B EA 1 $ 20,737.66 $20,737.66 502.4.1.A.1 Sanitary Sewer Manhole -72'TypeB EA 1 $ 25,124.99 $25,124.99 502.4.1.G.1 84' Diameter Bar Rack Structure LS 1 $ 49,264.23 $49,264.23 505.4.1.B.1 Pressure Sewer Pipe -10' (Includes excavation, bedding, backfill, etc.) LF 5650 $ 28.07 $158,595.50 505A.1.C.1 Air Valve Vault EA 1 $ 10,430.68 $10,430.68 505.4.1.D.1 Pressure Sewer Sleeve (10' Carrier Pipe) LF 200 $ 75.20 $15,040.00 505.41A.E.1 j Connect to Existing Pressure Sewer LS 1 $ 14,222.46 $14,222.46 505.4.1.F.1 Pressure Sewer Fitting -10' 11.25° Bend EA 9 $ 692.71 $6,234.39 505.4.11.1 Pressure Sewer Fitting -10' 22.5° Bend EA 7 $ 681.25 $4,768.75 505.4.1.F.1 Pressure Sewer Filling -10' 45° Bend EA 6 $ 697.75 $4,186.50 505.4.1.F.1 Pressure Sewer Fitting -10' Wye EA 1 $ 2,497.72 $2,497.72 505.4.1.F.1 Pressure Sewer Fitting -10' Tee EA 1 $ 1,937.83 $1,937.83 601A.tA.11 12' Culvert, Corrugated Galvanized Steel Pipe (CGSP) LF 18 $ 81.78 $1,472.04 601.4.1.B.1 Remove and Replace Culvert -18' Corrugated Galvanized Steel Pipe (CGSP) LF 20 $ 104.35 $2,087.00 601.4.1.8.1 Remove and Replace Culvert— 24' Corrugated Galvanized Steel Pipe (CGSP) LF 18 $ 97.38 $1,752.84 1103A.1A.1 Construction Traffic Control LS 1 $ 4,956.00 $4,956.00 2010.4.1AA Mobilization LS 1 $ 18,030.40 $18,030.40 SP -2125.1.5 Lift Station - SWcturalImprovements LS 1 $ 98,992.82 $98,992.82 SP -2125.1.6 Lit Station - Mechanical Improvements LS 1 $ 82,817.30 $82,817.30 SP -2125.1.7 Lift Station - Pumps and Motors LS 1 $134,520.00 $134,520.00 SP -2125.1.8 Lift Station - Flow Meter Vault LS 1 $ 10,736.01 $10,736.01 SP -2125.1.9 Lift Station- Electrical Improvements LS 1 $ 89,680.00 $89,680.00 SP -2125.1.10 Lift Station - Site Work LS 1 $ 37,866.49 $37,866.49 SP -2125.1.11 Lift Station -Yard Piping LS 1 $ 17,638.19 $17,638.19 SP -2125.1.12 Lift Station - Primary Utility Service LS 1 $ 60,000.00 $60,000.00 SP -2125.1.13 DischargeStructure -Piping Improvements LS 1 $ 22,045.89 $22,045.89 SP -2125.1.14 North Black Lift Station Site Work LS 1 $ 9,299.32 $9,299.32 SP -2216.4.1A.1 Storm Water Management LS 1 $ 23,458.40 $23,458.40 SP -2220.4.1.A.1 Waterway Crossing - Settlers Canal EA 1 $ 21,497.13 $21,497.13 Bid Subtotal: $1,262,807.29 Project Soft Costs (20%)* LS 1 $ 275,432.90 $275,432.90 Change Order No. t (Settlers Canal Crossing Revisions) LS 1 $ 4,869.63 $4,869.63 Change Order No. 2 (Standby Power and Load Bank Addition) LS 1 $ 90,730.22 $90,730.22 Change Order No. 3 (Gravity Irrigation Pipeline) LS 1 $ 6,125.00 $6,125.00 Change Order No. 5 (Air Valve Vault) LS 1 $ 10,982.36 $10,982.36 Change Order No. 6 (MH Repair) LS 1 $ 1,650.00 $1,650.00 Note: CO# 4 to add sewer from development project into this contract is not included. Primary utility service reduction also not shown because it was stili paid by Coleman outside of the lift station contract $1,652,597 includes anal billings ana Instaoea quantmes trom uame L;onsuucuon anal pay app. uatea xuzato "Estimate for engineering, surveying, construction staking, license agreements, easements, testing, and project management. INVOICE From; Charles LaMoure 20B-756-3241 Dahle Construction LLC 4301 Garrity Blvd. Suite 201 Nampa, ID 83687 TO: COLEMAN HOMES 1859 SOUTH TOPAXWAY, SUITE 200 MERIDIAN, ID 83642 Architect, Date 10/26/2015 Contract Date 1/7/2015 Application # 9 Period To 10/15/2015 Invoice # 3269 Project # LIR Station & Pressure Sewer Distribution: Owner Architect Contractor 1. ORIGINAL CONTRACT SUM $ 1,262,807.29 2. Net change by Change Orders 177x716.35 3. CONTRACT SUM TO DATE (Line 1 + 2) $ 1,440,523.64 4. TOTAL COMPLETED & STORED TO DATE$ 1,385,838,17 (Column G on Continuation Sheet) 190 864.97 - S. RETAINAGE: 5. % of Complete Work _$ 69,291.91 (Columns D + E on Continuation Sheet) b. 0 % of Stored Material - (Column F on Continuation Sheet) Total Retainage (Line 5a + 5b or Total In Column I of Continuation Sheet) $ 69,291,91 6. TOTAL EARNED LESS RETAINAGE $ 1,316,546.2E (Line 4 less Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT $ 1,311,497.87 (Line 6 from prior Certificate) 8. CURRENT PAYMENT DUE i5x048.39 9. BALANCE TO FINISH, INCLUDING RLTAINAGE (Line 3 less Line 6) $ 123,977.36 L CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total change orders from grevious months 190 864,97 Total approved this month TOTALS 190 864.97 NET CHANGES by Change Order 190 864.97 - Ln Ln z C M r r G ul "29 a R W Z O J .-, jt �SO1Sg�SgQu SgigS�guS S $g g� g g� go o � $$r�Sf'i�! 16 N oa, t1 y }00 O 0 d z 1? Q 0 v � 0 v N Q SQ pp� O O d a�iiall f Q 4 N O i4 n Qr� `�, 5"4p" N i, VNI tpPp10 is poo 66.. O> W Y W rY N M N 4 LL r• -r- �-• - r �- r r - �- � r N p V� n (V V) V R M t6 lV G � N n � � • v ♦ r 4 N fa _ N ^� NNN 44 gg 4499`a i9 go$SS$Soo$S pS oOoS cu4�i oo u$t $S gS S g cq ooSg g .- � IIAAUU1XL m M4 m �? a r� EEi, Xu c `� �}a�a92� tr g � � •� Q a „�+4�1+y�. '� � �''� � IF 5. v'+ �^� sem. '�{(Q�j 0. both. F }�j WWW4�� p z N N 8 P1 M M Lu T co z O z L Z Ufa qs 49 8888888888800 S8SS8o�SS8S So _ I� 10 � f`; l� f��• 4( aj O O 00 � V � fD O N, O O 0.. 1�..0 O � M � ^ (D O � h Y oO h y Fap h W }c0 � 7 O z d d r� �a r t7 '0 w (y LL 0. 3� TY UJ O ffi ry M1M1n h pX�� N �• 1` l t O ppQ p �D IQQD O S y 8 O , 8. O o$�$ c S S g $ q o o g S o o e o.._ g Qu• 9 g S i3 "� -Io- u New Oaks LLC Coleman Homes raid. s.,.Ixlleefitiv LAND DEVELOPMENT SCHEDULE -A CONTRACT REPORT W/ REMAINING BALANCE New Oaks LLC Contractor: Contract Number: 0000000008 3103 W Sheryl Drive Vendor Number: 140001 Contract For: Oaks Lift Station & Pressure Sewer CO#1 - removals & additions 1.00 Infrastructure Suite 100 Dahle Construction LLC Project: LD00000002 New Oaks - Land 90,730.22 0.00 Development Meridian, ID 83642 Total Contract Amount: $1,385,838.17 CO #3 - gravity irrigation Default Retention: 5% Contract Description: Oaks Lift Station & Pressure Sewer Infrastructure -- CONTRACT TOTALS CURRENT DRAW BAL. REMAINING COST UNIT TOTAL UNIT LINE/CO CODE DESCRIPTION QUANTITY U/M PRICE CONTRACT QUANTITY U/M PRICE EXTENSION AMOUNT % 001.000 055-10 Lift Station 1.00 002.000 055-10 CO#1 - removals & additions 1.00 003.000 055-10 CO #2 - generator & electrical 1.00 90,730.22 0.00 upgrades 6,125.00 004.000 055-10 CO #3 - gravity irrigation 1.00 63,359.14 63,359.14 pipeline 0.00 005.000 055-10 18°PVC sewer main (taken off Ote 1 0.00 0% OaksS#1 contract) 1,650.00 006.000 055-10 CO #5 - Air valve vault 1.00 007.000 055-10 CO#6 - pipeline 1.00 inspection/repair to manhole 008.000 055-10 Reduction -Primary Utility See Note 1 Service 1,262,807.29 1,262,807.29 1,262,807.29 0.00 0% 4,869.63 4,869.63 4,869.63 0.00 0% 90,730.22 90,730.22 90,730.22 0.00 0% 6,125.00 6,125.00 6,125.00 0.00 0% 63,359.14 63,359.14 63,359.14 0.00 0% 10,982.36 10,982.36 10,982.36 0.00 0% 1,650.00 1,650.00 1,650.00 0.00 0% -54,685.47 -54,685.47 -54,685.47 0.00 0% Contract Total: 1,385,838.17 0.00 0% #te 1: CO#4 to r#• sewer from development `o project # # ihis contract is not included. Primary utility service reduction also not shownbecause it waspaid by �.oleman outside of the lift station contract. This schedule is, in all respects, an integral part of the Contract identified above. Wed, Nov 18 2015 09:09 AM Page 1 of 1 User: dbelanger 1WIMARKSYSTEMS MLE Construction 4301 Garrity BLVD, SUM 201 Nampa, 10 83687 Proudlyset i ig Idaho slace 1942 Phone: (208) 921-1793 Fax. (208) 465-8895 To. Coleman Homes Contact: Chris Address: 3103 W. Sheryl Dr. , Suite 100 Phones (208) 921.1793 $37,866,49 Meddlan,10 83642 Fax: (208) 756.3241 Project Nara: The Oaks Lift Station And Pressute Sewer Bid Numbers SP -2125.1.12 Project Locationt Lift Station And Forced Main From McDermott, Meridian, ID Bid Date: 1/7/2015 Item # item Description Estimated Quantity Unit Unit Price Total Prioe SP -2125.!.10 LIR Station - Site Work 1.00 LS $37,866,49 $37,866.49 SP -2125,1.11 Lift Station -Yard Pipeing 1.00 LS $17,638,19 $17,638.19 SP -2125.1.12 Lift Stalon - Primary Utility Service 1.00 LS $60,000.00 $60,000.00 SP -2125.1.13 Discharge Structure - Plpeing Improvements 1.00 LS $22,045.89 $22,045.89 SP -2125.1.14 North Black Lift Station Site Work 1100 LS $9,299.32 $9,299,32 SP -2125.1.5 Lift Station - Structural improvement 1.00 LS $98,992.82 $98,992.82 8p-2125,1,6 1A Station - Mechanical improvements 1.0 It $82,817,30 $82,$17,30 SP -2125.1'.7 Lift Station - Pumps And Motors 1,00 LS $134,520,00 $134,520.00 SP -2125.1.8 Lift Station - Flow Meter Vault 1,00 LS $10,736.01 $10,736.01 SP -2125.1,9 Lift Station - 8lectrlcal improvements 1.00 LS $89,680.00 $89,680.00 SP- Storm Water Management 1.00 LS $23,458.40 $23,458.40 2216A.1.A.1 Gravity Sewer Pipe - 42" (including Excavatlon, Bedding 76.00 LF $534,36 $40,611.36 SP- Waterway C ossing - Settlers Canal 1,00 EACH $21,497.13 $21,497.13 2220.4A.A.1 Gravity Sewer Pipe - 18" PVC (Including Excavation, 223.00 LF $249.12 $55,553.76 201.4.i.Cv.1 Removal Of Obstructions 1.00 LS $2,719.90 $2,719.90 201.4,1,6,1 Remove And Reset Fence 689.00 LF $4.72 $3,252,08 205AA.13.1 dewatering 1.00 LS $25,438,53 $25,438.53 303A.1,CA Exploratory FXOMUOn 2,00 EACH $5,121.20 $10,242.40 307.4.1.4.11 Misoeliateous Surface Restoration (Dirt Rd W/ Natural 490.00 LF $10,07 $4,934.30 Ground) 301.4.1,A.13 Miscellaneous Surface RestoraWri (blrt Rd WI 90.00 LP $28,71 $2,583.90 Cultivated Field) 307A.I.A.7 Miscellaneous Surface Restoration (Natural Ground) 780.00 LF $11,01 $8,587.80 307.4.1A.9 Miscellaneous Surface Restoration (Dirt Rd) 25.00 LF $16,35 $408.75 307.4.1.13,1 Type "C" Surface Restoration ( Gravel) 458.00 LF $26.64 $12,201,12 307A IAI Main Line Type "P-1" Surface Restoration (Asphalt 45.00 LF $36.77 $1,65465 Roadway) 307.43YA Main Una type "P-2" Surface Restoration (Asphalt Rd) 238.00 LF $135,26 $32,177.600 307.4.1,3.3 Gravel Access Rd W/ Natural Ground Resstoration 1,082.00 LF $22.54 $24,388.28 307,4.1.7.3 Gravel Access Road Wiht Cultivated Field Restoration 2,694.00 LF $22,29 $60,049,26 402.4,1 AA Valve -10" Plug 3.00 FACH $4,773.32 $14,319,96 501.4.13.1 Gravity Sewer Pipe - 42" (including Excavatlon, Bedding 76.00 LF $534,36 $40,611.36 & Backfin) 501.4.1.8.1 Gravity Sewer Pipe - 18" PVC (Including Excavation, 223.00 LF $249.12 $55,553.76 0006146 Ait6 IWOR) 501AA.B.1 Gravity Sewer Pipe - 24" (Including Excavation, Bedding 30.00 LF $459.77 $13,793.10 And Backfill) 502,4.1,AA Sanitary Sewer Manhole - 60" Type 8 1.00 EACH $20,737.66 $20,737.66 502.4.i.A.I Sanitary Sewer Manhole - 72" Type 8 1.00 EACH $2$,124.99 $25,124.99 502.4.1,G.1 84" Diameter Bar Rack Structure 1.00 LS $49,264.23 $49,264.23 505.41..6.1 Connect To Existing Sewer pressure Seiner 1.00 LS $14,222.46 $14,222.46 505.4.1.8.1 Pressure Sewer Pipe - i0" ( includes Excavation, 5,650,00 LF $28.07 $158,595.60 Bedding, Backfill, Etc.) 505.4.1,CA Air Valve Vent 1.00 FACH $10,430.68 $10,430.68 505.4,1.D.1 Pressure Sewer Sleeve (10" Carrier Pipe) 200.00 LF $75.20 $15,040,00 505.4.1,17.1 Pressure Fitting -10" Wye 1,00 EACH $2,497.72 $2,497.72 1/9/2015 3131;24 PM ridge 1 of 2 item # Item De"Option 061:11mated Quantity Unit Unit Pdoe Total price 505.4.1.F.1 Pressure Sewer Pitting - to" 11.25 Bend 9.00 EACH $692.71 $6,234.39 505.41.F.i Pressure Sewer Fitting -10" 22.5 Bend 7.00 EACH $681.25 $4,768.75 505.4.1.17.1 Pressure Sewer Fitting -10" 45 Bend 6.00 EACH $697.75 $4,186.50 505.4..17,1 Pressure Sewer fitting -10" Tee 601AA A.11 12".CMP Pipe 601.4.1,8.1 Remove And Repace CMP - 18 CMP 601.4.1.8.1 Remove And Replace Culvert- 24" CMP 1103.4,1,A.1 Construction Traffic Control 2010A.I. A.1 Mobilization 1;00 EACH $1,937.83 $1,937.83 18.001F $81.78 $1,472.04 20.00 LF $104.35 $2,087.00 18.00 t.P $97,38 $1,752,84 1100 LS $4,956.00 $4,956.00 1.00 LS $18,030.40 $18,030.40 Total Std Price. $1,262,807.29 Notoo: • MLLISTONS: Surveying, Bonds, Field Changes, Hilden Conditions, Removal or Replacement of unsuitable Material, Compaction Test, Staking, Hazardous Material, Cold weather protection, Rock Excavation, Overtime or Accelerated Schedules irnooln6, SMMUN riot rem" V0 blit Packao, hhd Waller Claw eanbtet it ac cepm on the teh�ls That SPaSandl weather conditions may prevent start or completion of work during the 2014 Season. • "Paving and pipe prices quoted at todays prion, due to the instability of the petroleum. Industry with associated price Increases and availability Dahle. Reserves the right to adjust the piling for the asphalt and plpe products quoted above es ws receive the Increases." In the event that the asphalt and pipe becomes unavailabe, Dahle. will be heli harmless, •Future a and energy costs will be subject to the following'force Majeue clause; Either party shall be relieved from liability hereunder for failure to delh+er or deliver or receive the product for the time and to tile, extent such failure Is occasloned by government regulations allocation of raw materials or other supplies or transportation or production.facltltes (whether mandatory or voluntary), disruption or breakdown of production or transportalon facilltlrs, war, fire, exploslon, riot, strike, or other Industrial disturbance, act of God, or either parry's inability after reasonable d1hijoce. to obtain necessary equlpmerl , material or supplles, in whole or In part at prices reasonable in relation to the prices established herein, or by any other cause whether or not listed above, which Is reasonable and beyond control of either party. Acknowledgement of Solis Reports Yes N • Additional Insurance/ Bonding Is not Included in this proposal but can added for an additional charge. Payment to be made as roltowst .'IOWA upon completion of project and/or end of month progess estimates. Any unpaid balance will be Subject to the highest interest allowed by law . All material Is garanteed to be as.specifled, and the above work to be performed In accordance with the drawings and specifications submitted for above work, and completed in a substantial workmanlike manner. Any alteration or deviation from above specifications involving extra costs will be executed only upon written order, and will be come and extra charge over and above the estimate. All agreements continent upon strikes, ackients, or price increases or additional labor & materials, which may be required, should unforeseen problems or adverse weather conditions arese after work has started This proposal may be withdrawn If not accepted within fourteen (14) days of Issuance. ACCEPTED., The above prices, specifications and conditions are satisfactory and are hereby accepted, Buyer: /{lir /trek sr 1--o f/"Y Signature: e-Azc- - Date of AocapUttear 2-1/-15 CONKI MEN DAHLE Construction Authorlxed Signature,Estimaton Timothy A Nlehoff 208-577-0768 tnfehoff.ace@gmall,c m 1/9/2015 131:24 PM Page 2 of 2 Proudly serving Idaho since l94 URtc: 2/11),201 i 4ulnniucd it): Jeff Harris Project ;Name: C'llange O rdet Retluoil a I 430( Garrity BiXD, Suite 201 Nampa. 11) 83687 Cell: (208) 921,1793 Office: (208) 756-32.41 Fax: (208) 746.3:40 Itlahn ('omractoi s Licence xRCr-' 374 Iddhu Public 1t'usk J.rccnsc #PWC -C -J 1353•AAA-1.2 flans Approved: 2/3/2015 Item N Description Of Work Qt UIM Unit Pr�Q Totpl REMOVALS 505.4.1,8.1 PRCSSURE SEWER PIPE - 10" 1 LS @ 1.60 1`371,60 505.4.1.C.1 AIR VALVE VAULT 1 LS @10430.68601.4.1.8.1 REMOVE & REPLACE CULVERT• 24' 1 LS @8.42 K510430.68) 378,42IMPORT PIT RUN 1 LS t 7.92 967.92 TOTAL REMOVALS ADDITIONS 1 REMOVE & REPLACE CULVERT • 72'1--- 1.5 LF @ $ 245.00 6,125.00 2 MARKING TAPE 1 L5 258.00 258.00 3 CONCRETE LINED DITCH 1 Ls @ $ 6 065.00 6065.00 4 SURFAVE REPAIR (NATURAL GROUND 25 LF $ 11,01 275.25 5 SLEEVING UNDER CONCRETE DITCH 20 LF S 145.00' $ 2900.00 6 GABION BASKETS 1 LS 1495.00 1495:00 7 EROSION CONTROL BLANKETS 1 L5@ $ 900.00 900.00 TOTAL AaDITIONS TOTAL CHANGE ORDER., _ ` `,44869 03. All work to be completed In a workmanlike manner according to standard practice. Any alteration or deviation from above specifh.ations Involvinp extra (osts, will be executed only upon written orders, and will hecorne an extra charge over and above the estimate, All agreements contingent upon accident, delays, strikes beyond Dahle Construction LLC control. Proposal may be withdrawn if not accepted within 21 days. Payment Is due no later than the 10th of following month. Interest will be charged at 2145 per day after the due date, Gxdusiuns! LRO510N CONTROL, NOI, SWPPP, SWWLYING, PERMITS, FRES, 'RENCH.STARIIIZATION SOIL TESTING, LANDSCAPE REPAIR, SAW CUTTING, ASPHALT REPAIR, ASPHALT REMOVAL Nnt-UN All Material to Remain Ct _ 1 e Authurited 5ignnane: 3 low-" 1 Vler Uallic 8ecel2tance ot ns oea Ilre.thntr r --s specd'a•uuouc tut0 m,dmms are .unxrncwn dud me herdp nccate A Yw role nmhov<J ro dl. u;ai, et+ :trrciilCdr.-• rldplrut w10 k Im1& 3 q 111 J tlal.e ;lid tine bl the 1110 nr rueb womb e Uale,icce Itrd: r � Authorized Sll,nxhlre: Proudly serving Idaho since 1942 Change Order Request 002 Date 03-18.2015 Proposal Submitted To . Coleman Homes Job Name Oaks lift Station Change Is requested as the bid documents did not contain approved plans on the backup generator requirements Item # Item Description Est. Quantity Unit Unit Price Total Price 01 Star Construction Estimate on Generator and Electrical upgrades per plans 1 LS $86,409.73 $ 86,409.73 02 Overhead and profit due Dahle Construction 1 LS ti% 4,320.49 notal Bid Price: $ 90,730.22 Aooepted Authorized Signature: The above paces, specifications and conditions are satisfactory and are hereby accepted. Payment will be as outlined In contract. Charles LaMoure General Manager Dahle Construction LLC 4301 Gaiiity Suite 201 Nampa, Idaho 83653 (208) 756-3241 Page 1 STAR CONSTRUCTION PO BOX 157 STAR, ID 83669 OFFICE 286-9198 FAX 286.7947 Owner Requested Addition Estimate Date: 3/16/2015 Owner: Coleman Homes S.C. job # Oaks Lift Stastion # 15-807 Request # WD# i Attn: Charles L DETAILED ESTIMATE; n1rort I Ane: Craft Qty Unit Man-Hrs Rate Total Star Const.- Ex. And bkflll conduits 1.5 hr 287.5 431.25 Star Const.- Ex, prep, and bkfill pads 4 hr 287.5 1,150.00 Star Const: Off load, set, level and anchor generator 4 hr 287.5 1,150.00 Star Const: testing 3 hr 85 255.00 Direct Labor Subtotal:[ 2,986.25 [ Matprlai! Item Description Qty Unit Total Baird Oil- Fuel 490 gal @ 3.35 1 Is 1,641.50 MS&G, 3/4" road mix, 10 cy 1 Is 127.60 LRM, concrete w/ short load -5.5 cy 1 Is 685.00 CCS-rebar 1 Is 275.00 1 1 is Materiai Subtotal:2� 45a.IU Cnulnmant. Equipment Distribution Qty Unit Man-Hrs Rate Total EC Power, generator w/ats and load bank 1 Is 58,437.80 58,437.80 Equlpment Subtotal:[ 58,437.80 i Subcontractors: Work Description Qty Unit Man-Hrs Rate Total CE, supplyand Install generator electrical Items 1 Is 8,000.43 8,000.43 DC, form and pour concrete pads 1 Is 1,350.00 1,350.00 Subcontractor Subtotal General Conditions: Adjustment Subtotal 73,228.58 0 Overhead @ 8% 5,858.29 Project Mark Up @ 10% 7,322.86 Bonding @ 0% Training @ 0% Boise Permits @ 0% Total Adjustment to Contract 86,409.73 Custom Electric, Inc. 104 E. Fairview Ave. Box 102 Meridian, Id. 836.42 208.855-0228 Fax, 208.855t,5041 To: Oaks Lift Station Generator additional work Date: March 12, 2015 Time: 1:44:33 PM Quote - r Additional ii>ork required for generator 7822.21 Permit 178.22 Quote Cd 8000.43] Lf/sc. Custom Electric, Inc. 2800 WestIdaho Blvd. Emmett, Idaho 83617 208.365-2700 Fax, 208.366.2768 To,, Oaks Lift Station Generator additional work Quote _.:,,;;� �^':,.0.v. •:: -:. 1. ... .,_. <�,. <ai.1i0�+i;T" TFJt1Al•<-` °:iui CABG, R`= T,f3f �S.G.`:`�c' };' 0 F.BCitl TION ` §;, ` 1 LARGER F. UIP.IIENT RACK 200.000 200.00 0.000 1 0.000 I MOUNTNGOFLOAD RAW CONTROLPANN. 10.000 10.00 0.000 2,000 2.00 1 MOUNTING OF AHNI POWER CENTER 10.000 -I .0-0 7000 2.000 2.00 1 IIOUA'T41'GOFIOADHAAK 10.000 10.00 0.000 4,000 4.00 30 1 DAD RANK CONTIM COA1IUI T 0.350 10.50 0.000 0.060 1.60 20 GENERATOR TO LOAD BANK FEEDER CONDUIT 1.320 26.40 0.000 0.070 1.40 30 GENERA TOR TOA7SMAIM T 1,820 54.60 0.000 0.070 2.10 1 PANEL LA FLRXIBLE CONDUIT 33.000 35.00 0.000 1 1.000 1.00 1 LOAD BANK CONTROL PANN, FEEDER FIXX COND. 35.000 35.00 0.000 1.000 1.00 30 GENERATOR RATTERYANP RLOCKIIEATER CONDUIT 0.350 10.60 0.000 0.060 1.60 240 LOAD BANK C01MOL HIRE 0.120 X8.60 0..000 0.008 1.92 120 GENERATOR TO LOAD BANK FEEDER CONDUIT 3,580 429.60 0.000 01030 3.60 200 GENE 7 -0A TO ATS CONDUIT 6.980 1,396.00 0.000 0.030 6.00 30 PANE . LA FLEXIBLE CONDUIT 0.270 8.10 0.000 0.008 0.24 30 LOAD BANK CONTROL P.1NE1. FEEDER FLEX COND. 0.170 1 6110 0.600 0.008 0.24 140 GENE TOR BATTR'R}'AND BLOCK IIEA TER CONDUIT 0.170 40.60 0.000 0.008 1.92 1 ARM POKER C'RNTF.R PANEL l.A IM000 11540.00 0.000 01000 I CONDUCTORTERMI ATIONSANDTESTING 250.000 20.00 0,000 8.000 8.00 0 frro, Annl tion 0.600 0,0019 0600 6 he" Annq-rlan 0.000 0.000 '0.600 0 11„x fh-wlpt r.0. 0608 AM 4600 0 /r„0. A.'ni line 01.00 AM 0,400 0 11- fh'aip«drr 0.000 0.009 AM 0 frea Pew!PA- 0,040 0.000 0060 0 /fw fNw/p,ion 6.000 AM 0.040 P lh'M Ansi «r0. A400 A00� 0.686 0 fr v A'af «on AM 0.000 APBO O WA Dnuf tion 0.460 O.OPO 0.M.0 O Pora 1h'iof ,rnn 0.006 O.ODO 0.440 0 New Anrrl cion A.000 0,000 P.fCO 0 h:0. fined «a„ AM 0.060 - AOBO 0 lira Dnafp«oe A604 COO G.6CD 0 ltr.r Dnnf ,l of 4000 Am P freailh-efrAw A060 0.000 O,Cf-D 0 Aew De+i,rtiv, AM #,000 ACCO 9 f[[vr Ane,iptian 0.000 0.004 0.000 0 fnv,Oturf [i0., Afro A600 0.060 0 III" Deni [Ian 0.600 I O.OGO 0 fret Or¢,i 7iau 0.600 0.440 4.000 4 free[ Ann! uw 0406 6.000 4.400 O lir.[ Aevd •ri,n[ O.OSD 6.ovB 8000 I V IAL 4,U4V.4V I V IAL TV IAL 39.Q2 From: )on Farren To: Josh Elliott Subject: Re: Generator Costs Date: Friday, March 13, 2015 10:11:08 AM Attachments: imaoe001.ona Oolnion of Probable Cost - Generator.pdf Josh, Here's the estimate for adding the generator in change order #2. Cost for the 50 KW generator and receptacle would be $30,000.00 Thanks, Jon Farren, P.E. Farren Engineering, Inc. 600 W. Curling Drive Boise, Idaho 83702 208-484-51.90 On Mon, Mar 9, 2015 at 10:15 AM, Josh Elliott <jellioU(d jub.com> wrote: Jon, I need to get the reimbursement proposal for the Oaks revised to include the generator, ATS and load bank. This is the proposal that allows Coleman to be reimbursed through building permits for over -sizing the lift station. Could you put together a cost estimate for the Change Order #2 upgrades and then provide a separate estimate for the smaller generator (50 kW? For just the two initial pumps; no load bank)? Thanks, Josh Elliott, P.E. Project Engineer J -U -B ENGINEERS, Inc. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709 p 1208 376 7330 f 1 208 323 9336 e I jelliottAjub.com THE J -U -B FAMILY OF COMPANIES: www,jub.com www atewayymapppiii.com www, Ian gdongroupinc.coin This e-mail and any attachments transmitted with it may contain information that is confidential. The information it contains is intended solely for the use of the one to whom it is addressed, and any other recipient is directed to immediately destroy all copies. If this e-mail contains Professional Design Information, Recommendations, Maps, or GIS Database, those are "draft" documents unless explicitly stated otherwise in the e-mail text. Any attached electronic files involving J -U -B or subsidiary businesses are subject to the provisions of J -U -B's Electronic Documents / Data Limited License found at edocs.j b.com. FA R R E N OPINION OF PROBABLE COST ENGINEERINGq INC. E L E C T R 1 0 A L E N C. I N E E R S 600 W. CURLING DRIVE BOISE, IDAHO 83702 PHONE MOB) 484-5190 FARREN ENGIN EERING.COM DATE March 13, 2014 PROJECT The Oaks Lift Station Change Order #2 ITEM QTY $ UNIT $TOTAL 200 kW Generator & sub base fuel tank & concrete pad 1 $70,000.00 $70,000.00 Load Bank & concrete pad 1 $25,000.00 $25,000.00 Automatic Transfer Switch 1 $10,000.00 $10,000.00 Underground Feeders 1 $8,000.00 $8,000.00 Delete manual transfer switch 1 -$5,000.00 -$5,000.00 DEDUCTION Mini Power Center Panel LA 1 $5,000.00 $5,000.00 Revised galvanized steel mounting frame 1 $1,000.00 $1,000.00 TOTALI 1 $114,000.00 H.D. FOWLER COMPANY Customer: CONTRACTORS Quote #: Q256311 Estimator: TROY ROBINSON Bid Date: 9/9/2014 Job Name: THE OAKS LIFT STATION & PRESSURE SEWER (MERIDIAN) Location: MERIDIAN Extended Line Qty UoM Item Description Unit Price Price 4,265.31 4,265.31 7,795.93 3,221.46 914.30 5,143.00 1,425.26 9.50 7,795.93 3,221.46 *** 5,143.00 *** 53,675.00 80,625.50 93.48 151.40 102.74 152.95 105.06 153.73 257.24 573.19 193.13 276.55 Section Subtotal: 156,785.69 PROJECT 1 1 1 EA MMOCTAVE3USG 8" OCTAVE ULTRASONIC WATER METER WITH ELECTRONIC LCD REGISTER, US GALLONS, FLANGED, MASTER METER, FACTORY PROGRAMMED TO 1000us9 2 1 EA NS -MMM -4516 10" OCTAVE METER FL X FL 3 1 EA NS-AVA-4073 8" PLUG VALVE MJ X MJ BURIED 4 *** EA AF2508MML 8" MJ X MJ RESILIENT WEDGE GATE VALVE, AFC MODEL 2508, AWWA C515, LESS M1 ACC 5 1 EA NS-AVA-4074 10 PLUG VALVE MJ X MJ BURIED 6 *** EA AF2510MML 10" MJ X M1 RESILIENT WEDGE GATE VALVE, AFC MODEL 2510, AWWA C515, LESS MJ ACC 7 5650 FT PP1503GC 8" CL235 DR 18 PVC PIPE, AWWA C900-07, 20' LENGTHS 8 5650 FT PP1504GC 10" CL235 DR 18 PVC PIPE, AWWA C900-07,20' LENGTHS 9 1 EA IFH33MML 8" M1 111/4 ELL DI, AWWA C153, C/L LESS ACC (48 LBS) 10 1 EA IFH44MML 10" MJ 111/4 ELL Di, AWWA C153, C/L LESS ACC (61 LBS) 11 1 EA IF133MML 8" MJ 221/2 ELL DI,AWWA C153,C/L,LESS ACCESS (51 UBS) 12 1 EA IFI44MML 10" MJ 221/2 ELL DI,AWWA C153,C/L,LESS ACCESS (67 LBS) 13 1 EA IFK33MML 8" MJ 45 ELL DI,AWWA C153,C/L,LESS ACCESS (59 LBS) 14 1 EA IFK44MML 10" MJ 45 ELL,DI,AWWA C153,C/L,LESS ACCESS (86 LBS) 15 1 EA IFY333MMML 8" MJ WYE DI,AWWA C153,C/L,LESS ACCESS (136 LBS) 16 1 EA IFY444MMML 10" MJ WYE DI,AWWA CL 153,LESS ACCESS (199 LBS) 17 1 EA IFT333MMML 8" MJ TEE DI,AWWA C153,C/L,LESS ACCESS (90 LBS) 18 1 EA IFT444MMML 10" MJ TEE DI,AWWA C153,C/L,LESS ACCESS (120 LBS) 4,265.31 4,265.31 7,795.93 3,221.46 914.30 5,143.00 1,425.26 9.50 7,795.93 3,221.46 *** 5,143.00 *** 53,675.00 80,625.50 93.48 151.40 102.74 152.95 105.06 153.73 257.24 573.19 193.13 276.55 Section Subtotal: 156,785.69 Josh Elliott From: Troy Robinson <troyr@hdfowler.com> Sent: Friday, July 11, 2014 7:19 AM To: Josh Elliott Cc: Doug Hayes Subject: RE: Piping Estimate for Meridian Job Importance: High * 300 LF 24" gravity sewer $48.88 * 300 LF 18" gravity sewer $28.68 * 300 LF 15" gravity sewer $18.29 * 4" D.I. Spool FLxFL - 5' long $450.00 * 4" Plug Valve FLxFL $947.48 * 4"x8" Reducer FLxFL $165.60 * 8" D.I. Spool FLxFL - 5' long $795.00 * 8" Restrained FCA $362.93 * 8" flexible sleeve type coupling $271.10 * 8" blind flange $121.23 * 8" field flange $114.21 * 8" swing check valve FLxFL $2127.21 * 8" plug valve FLxFL $3221.46 * 8" 90 deg bend FLxFL $263.05 * 8" Cross ALL FL $482.52 * 8" 45 deg Wye ALL FL $460.34 * 8" x 6" (branch) Tee ALL FL $339.91 * 6" plug valve FLxFL $2112.53 * 8" x 10" Reducer FLxFL $393.95 * 10" D.I. Spoll FLxFL - 5' long $1059.00 I 10 Restrained FCA $669.25 Troy Robinson I Customer Service, Waterworks HD Fowler Company I Boise Branch Phone: (208) 846-8366 Page: 1 0 lcastl Precast' Contract & Proposal Quote No. ....: 5044964-2 16419 Ten Lane Telephone : 208-465-0176 www.oldcastleprecast.com Nampa, ID 83687 Fax .......: 208-465-7129 Quote To .: All Bidders Ship To .: Oaks Lift Station Meridian Meridian, ID 83642 r, .,[,F 4- Phnnp- Order No Date Customer No Terms Cash discount Delivery terms Quote valid for: SO44964 12118/2014 1.00 Cash an Delivery 1102405 FOB Job Site 30 days Group: A Qty_ Unit 1.00 Ea 1.00 Ea 2.00 Ea 1.00 Ea 6.00 Roll 1,00 Ea 1.00 Ea Item 9001300 1105300 1106800 1106350 7003500 7102100 7102500 6.00 Ea 7006300 1.00 Ea 7006700 1.00 Ea 1101900 1.00 Ea 1102405 Group: B Qty Unit Item 1.00 Ea 9001300 Description Mark Unit price 60" x 20 deep manhole 3,051.63 Price includes 60" channeled base, rubber boots for pipe, 60" stacking material, 60" cone, mastic, 24" ring & cover and delivery. Pricing figured using the following material: (60") 2.83 Ch base w/2-15" KSB 60" x 6' Section 60"X4' Cane; Eccentric Concrete Sealant 1" (14.5') 24" STD Ring -1055 24" Cover "Sanitary Sewer"vented- 1055 6"EXT.Joint Wrap Joint Wrap Primer (Can) 24"X3" Grade Ring-Texsam 24"X6" Grade Ring-Texsam Amount 3,051.63 Descriptlon _ . Mark Unit price Amount 60" x 29 deep manhole 4,177.30 4,177.30 Price includes 60" channeled base, rubber boots for pipe, 60" stacking material, 60" cone, mastic, 24" ring & cover and delivery. Page: 2 idea tle Precase contract & Proposal Quote No. ....: SO44964-2 16419 Ten Lane Telephone : 208-465-0176 www.oldcastleprecast.com Nampa, ID 83687 Fax .......: 208-465-7129 Quote To .: All Bidders Ship To .: Oaks Lift Station Meridian Meridian, ID 83642 r_nnfnrf• Phnnec . `Order No Date Customer No Terms Cash discount terms =FOB Quote valid for: SO44964 12/18/2014 Ea Cash on Delivery (60") 2.83 Ch base w/2-15" KSB Site 30 days Group: C Qty Unit Item Pricing figured using the following 1.00 Ea 9001300 material: 1.00 Ea 1105300 (60") 2.83 Ch base w/2-15" KSB 3.00 Ea 1106800 60" x 6' Section 1.00 Ea 1106400 60" x 3' Section 1.00 Ea 1106350 60'X4' Cone; Eccentric 10.00 Roll 7003500 Concrete Sealant 1" (14.5') 1.00 Ea 7102100 24" STD Ring -1055 1.00 Ea 7102500 24" Cover "Sanitary Sewer"vented- 1.00 Ea 1108665 1055 10.00 Ea 7006300 6"EXT.Joint Wrap 2.00 Ea 7006700 Joint Wrap Primer (Can) 1.00 Ea 1101900 24"X3" Grade Ring-Texsam 1.00 Ea 1102405 24"X6" Grade Ring Texsam Group: C Qty Unit Item Description Mark Unit price Amount 1.00 Ea 9001300 84" Dia. Wet Well Manhole 20,715.00 20,715.00 Price includes 84" flat base, 84" stacking sections, rubber boots for pipe, 84" flat lid with 36" x 48" hatch cast in, T -Lock liner, mastic and delivery. Pricing figured using the following material: 1.00 Ea 1108665 84" x 2' Flat Base 4.00 Ea 1108650 84"x 5' Section 1.00 Ea 1800900 Core and boot 1.00 Ea 1108670 84"FLat Lid w/24" Offset Opening Page: 3 1de stle Precast' Contract & Proposal 16419 Ten Lane Nampa, ID 83687 Quote To .: All Bidders M o.. Quote No. .....: SO44964-2 Telephone :208-465-0176 www.oldcastleprecast.com Fax .......:208-465-7129 Ship To .: Oaks Lift Station Meridian Meridian, ID 83642 f:nnfart, Phone: 7rcc[cu.c Order No Date Customer No -- Terms FCash discoun# Delivery terms Quote valid for: SO44964 12/18/2014 Ea Cash on Delivery T -Lock lining in manhole FOB Job Site 30 days Qty Unit Item Description Mark Unit price Amount 17.00 Roll 7003500 Concrete Sealant 1" (145) 1.00 Ea 1800900 T -Lock lining in manhole 1.00 Ea 1800900 Field weld T -Lock liner Tax Code Taxable amount Tax Rate ID 27,943.93 6.00 1,676.64 Take -off & Quote: Every effort has been made to provide an accurate take -off, however, this quote is not guaranteed by the seller, but is provided for the buyers convenience. It is the customers responsibility to verify the accuracy of the project requirements and quantities. Changes in quantities, dimensions, or specifications from this quote may require an adjustment in price. Customer agrees to pay per unit price for the actual number of units delivered. Delivery: If this product is quoted FOB jobsite, the customer agrees to furnish manpower and equipment to unload the material on site, unless prior arrangements have been made. The site must be accessible by delivery vehicles under their own power. If the load is to be delivered and set by an Oldcastle boom truck, the final decision as to the acceptability of the site and ability to safely set the product is to be determined by the boom operator. Delivery includes one hour of truck time, additional time beyond the first hour will be charged at $90 per hour, Freight charges quoted are based on full truckload quantities. Short loads will be subject to additional charges to cover the cost of delivery. Vault Water tightness: All joints in vaults used for water or liquid containment or where infiltration is not allowed must be clean and dry when installed. The properly installed joint sealant, joint wrap, and/or non -shrink grout are recommended depending on your specifications and installation procedures. We can provide materials for watertight joints, however, Oldcastle cannot be held responsible for field conditions or contractors installation procedures. Specials: Any special product ordered and produced which remains in the Oldcastle yard for longer than 30 days will be invoiced to the customer and payment due on Oldcastles regular payment terms. All specials ordered on a Cash sale must be paid for prior to production. 0 01 seeds Precast' Contract & Proposal Page: 4 Quote No......: SO44964-2 16419 Ten Lane Telephone : 208-465-0176 www.oldcastleprecast.com Nampa, ID 83687 Fax .......: 208-465-7129 Quote To .: All Bidders Reference : Contact: Ship To .: Oaks Lift Station Meridian Meridian, ID 83642 Phone: Order No Date Customer No Terms —F Cash discount Delivery terms Quote valid for: SO44964 12/18/2014 Cash on Delivery FOB Jab Site 30 days Restock fees: a restock fee of up to 25% may be charged on the return of undamaged, standard products. Freight charges for shipping product to the jobsite and back, on an Oldcastie truck, will also be assessed. Special products are not eligible for return or credit. All products and services listed on this Quotation are provided under the Standard Terms and Conditions located at www.oldcastleprecast,com/company/pages/Credit.aspx. QUOTATION TOTAL US 29,620.57 IMPORTANT; This proposal is based on standard terms and conditions. Items and quantities shown are the basis for the quotation, and we are not responsible for any discrepancies between this list and actual Items or quantities. (Accepted by) (Position) (Date) Sales Person: Scot Barrow Telephone: By: Page: 1 Oldcastle Precast Contract & Proposal Quote No..........: SO44251-5 16419 Ten Lane Telephone..: 208-465-0176 www.oldcastleprecast.com Nampa, ID 83687 Fax .............: 208-465-7129 Quote To .........: All Bidders Ship To .........................: J.U.B. Estimate Oak Lift Station Meridian, ID 83642 =VR"M"P!T_T_! r'nn+mr+- Phnna- Order No Date Customer No Terms Cash discount Delivery terms Quote valid for: SO44251 8/8/2014 Ea Cash on Delivery Core and Install 1-24" KSB, 3-6" KSB FOB Job Site 30 days Group: A Qty Unit Item 1.00 Ea 9001300 1.00 Ea 1108890 Description Mark Unit price 96" Dia. T -Lock Wet Well 28,433.52 (96") 1'-9" Tall I.D.T-Lock Base With 10'-10" Wide x 10'-10" Long Floor 3.00 Ea 1108880 96" x 8'T -Lock Section 1.00 Ea 1108830 96" x 3'-4" T -Lock Section 1.00 Ea 1800900 Core and Install 1-24" KSB, 3-6" KSB 1.00 Ea 1109100 96" T -Lok Flat Lid w/42" x 84" Access Hatch 24.00 Roll 7003500 24.00 Ea 7006300 4.00 Ea 7006700 1.00 Ea 1800900 Group: B Qty Unit Item 1.00 Ea 9001300 1.00 Ea 1108665 2.00 Ea 1108685 1.00 Ea 1108640 Concrete Sealant 1" (14.5') 6"EXT.Joint Wrap Joint Wrap Primer (Can) Field Welding of T -Lock Description Mark Unit price 84" Dia. T -Lock Wet Well 20,093.34 (84") 1.33'T -Lock Base w/Expanded Floor 84"x 8'T -Lock Section 84"x 4'T -Lock Section 26,433.9L 20,093.34 Page: 2 0 Oldcastle Precast® Contract & Proposal Quote No..........: S044251-5 16419 Ten Lane Telephone..: 208-465-0176 www.oldcastleprecast.com Nampa, ID 83687 Fax .............: 208-465-7129 Quote To .........: All Bidders Ship To .........................: J.U.B. Estimate Oak Lift Station Meridian, ID 83642 e..s.. Rnnfnr#- Phnnp- Order No Date Customer No Terms Cash discount Delivery terms I I Quote valid for: S044251 8/8/2014 I I Cash on Delivery I FOB Job Site 30 days Qty Unit Item 1.00 Ea 1108670 1.00 Ea 1800900 8.00 Roll 7003500 8.00 Ea 7006300 2.00 Ea 7006700 1.00 Ea 1800900 Group: C Qty Unit Item 1.00 Ea 9001300 1.00 Ea 1019700 1.00 Ea 1019700 1.00 Ea 1800900 4.00 Roll 7003500 Group: D Qty Unit Item 1.00 Ea 9001300 1.00 Ea 1019700 1.00 Ea 1019700 Description Mark 84" Flat Lid T -Lock w/42" x 60" Access Hatch Core and Install 1-15" KSB, 2-6" KSB Concrete Sealant 1" (14.5') 6"EXT.Joint Wrap Joint Wrap Primer (Can) Field Welding of T -Lock Unit price Amount Description Mark Unit price 10 x 12' Valve Vault 16,090.00 Includes: Valve Vault Base Valve Vault Lid w/30" x 48" and 48" x 72" Hatch Core and Install 3-8" KSB, 1-10" KSB Concrete Sealant 1" (14.5') Description Mark Unit price 6 x 9' Valve Vault 11,640.00 Includes: Valve Vault Base Valve Vault Lid w/30" x 48" and 48" x 54" Hatch 1 n,uau.uu "I "I ,1j4u.uu Page: 3 Oldcastle Precast® Contract & Proposal Quote No..........: SO44251-5 16419 Ten Lane Telephone..: 208-465-0176 www.oldcastleprecast.com Nampa, ID 83687 Fax .............: 208-465-7129 Quote To .........: All Bidders Deferenne Ship To .........................: J.U.B. Estimate Oak Lift Station Meridian, ID 83642 r`nniari- Phnna- Order No SO44251 Date 8/8/2014 Customer No Terms Cash on Delivery Cash discount Delivery terms FOB Job Site Quote valid for: 30 days Ea Qty Unit Item Description Mark Unit price Amount 1.00 Ea 1800900 Core and Install 3-8" KSB 4.00 Roll 7003500 Concrete Sealant 1" (14.5') Group: E Qty Unit Item Description Mark Unit price Amount 1.00 Ea 9001300 60" Dia. Manhole w/2-18" KSB and 3,881.34 3,881.34 25.93' Deep 1.00 Ea 1105300 (60") 2.83 Ch. Base w/2-18" KSB 1.00 Ea 1106880 60" x 8' Section 1.00 Ea 1106800 60" x 6' Section 1.00 Ea 1106500 60" x 4' Section 1.00 Ea 1106350 60"X4' Cone; Eccentric 8.00 Roll 7003500 Concrete Sealant 1" (14.5') 8.00 Ea 7006300 6"EXT.Joint Wrap 2.00 Ea 7006700 Joint Wrap Primer (Can) 1.00 Ea 7102100 24" STD Ring -1055 1.00 Ea 7102500 24" Cover "Sanitary Sewer"vented-1055 Group: F Qty Unit Item Description Mark Unit price Amount 1.00 Ea 9001300 60" Dia. Manhole With 2-15" KSb's 3,530.63 3,530.63 ad 18.69' Deep 1.00 Ea 1105300 (60") 2.83 Ch. Base w/2-15" KSB 1.00 Ea 1106800 60" x 6' Section 1.00 Ea 1106700 60" x 5' Section 1.00 Ea 1106500 60" x 4' Section Page: 4 Oldcastle Precast® Contract & Proposal Quote No..........: SO44251-5 16419 Ten Lane Nampa, ID 83687 Quote To .........: All Bidders Reference.: Telephone..: 208-465-0176 www.oldcastleprecast.com Fax .............: 208-465-7129 Ship To .........................: J.U.B. Estimate Oak Lift Station Meridian, ID 83642 Contact: Phone: Order No Date Customer No Terms _T Cash discount Delivery terms Quote valid for: SO44251 8/8/2014 Ea Cash on Delivery 6"EXT.Joint Wrap FOB Job Site 30 days Qty Unit Item Description Mark 1.00 Ea 1106350 60"X4' Cone; Eccentric 6.00 Roll 7003500 Concrete Sealant 1" (14.5') 6.00 Ea 7006300 6"EXT.Joint Wrap 1.00 Ea 7006700 Joint Wrap Primer (Can) 1.00 Ea 7102100 24" STD Ring -1055 1.00 Ea 7102500 24" Cover "Sanitary Sewer"vented-1055 Tax Code Taxable amount Unit price Amount Tax Rate ID 83,668.83 6.00 5,020.13 Take -off & Quote: Every effort has been made to provide an accurate take -off, however, this quote is not guaranteed by the seller, but is provided for the buyer❑s convenience. It is the customer❑s responsibility to verify the accuracy of the project requirements and quantities. Changes in quantities, dimensions, or specifications from this quote may require an adjustment in price. Customer agrees to pay per unit price for the actual number of units delivered. Delivery: If this product is quoted FOB jobsite, the customer agrees to furnish manpower and equipment to unload the material on site, unless prior arrangements have been made. The site must be accessible by delivery vehicles under their own power. If the load is to be delivered and set by an Oldcastle boom truck, the final decision as to the acceptability of the site and ability to safely set the product is to be determined by the boom operator. Delivery includes one hour of truck time, additional time beyond the first hour will be charged at $90 per hour. Freight charges quoted are based on full truckload quantities. Short loads will be subject to additional charges to cover the cost of delivery. Vault Water tightness: All joints in vaults used for water or liquid containment or where infiltration is not allowed must be clean and dry when installed. The properly installed joint sealant, joint wrap, and/or non -shrink grout are recommended depending on your specifications and installation procedures. We can provide materials for watertight joints, however, Oldcastle cannot be held responsible for field conditions or contractors installation procedures. 0 Oldcastle Precast® Contract & Proposal Page: 5 16419 Ten Lane Nampa, ID 83687 Quote To .........: All Bidders Reference.: Quote No..........: SO44251-5 Telephone..: 208-465-0176 www.oldcastleprecast.com Fax .............: 208-465-7129 Ship To .........................: J.U.B. Estimate Oak Lift Station Meridian, ID 83642 Contact: Phone: Order No Date Customer No Terms Cash discount ] Delivery terms Quote valid for: SO44251 8/8/2014 Cash on Delivery J FOB Job Site 30 days Specials: Any special product ordered and produced which remains in the Oldcastle yard for longer than 30 days will be invoiced to the customer and payment due on Oldcastle❑s regular payment terms. All specials ordered on a Cash sale must be paid for prior to production. Restock fees: a restock fee of up to 25% may be charged on the return of undamaged, standard products. Freight charges for shipping product to the jobsite and back, on an Oldcastle truck, will also be assessed. Special products are not eligible for return or credit. All products and services listed on this Quotation are provided under the Standard Terms and Conditions located at www.oldcastleprecast.com/company/pages/credit.aspx. QUOTATION TOTAL US 88,688.96 IMPORTANT: This proposal is based on standard terms and conditions. Items and quantities shown are the basis for the quotation, and we are not responsible for any discrepancies between this list and actual items or quantities. (Accepted by) (Position) (Date) Sales Person: Jared Farrow By: Telephone: 208-465-0176 THE ATEWAY LANGDON 'MAPPING OROUP INC. J,U-B ENOINCIERS, INC. 0111ER J -U -B COMPAMES JOBNO.- SHEET PROJECT -Vf- tVNe4 14911 alj?/OA! DESIGNED JPe DATE /2Z/9 14 ITEM eXCA✓AVOAZ 6XVlq!&iwd CHECKED DATE fXCAQ�e+i (AWT& -IT I . Z . k Tr - T S, 9 (0,9 6-,T r a 163. ;A I 0"_.L 4J, . -U/C--1 _+ ilcly4s4, 1,4_ + k- q�eduction to $58K/$136K = 42.6% of bid amount ipplied to reduced project estimate www,jub.com 13 OUNINT ml, mall Project: The Oaks Lift Station Date: 6/19/2012 By: IPE Summary of total acreage of The Oaks Subdivision: Parcel Acres S0428143240 7.184 50428131610 15.143 50428420000 78.663 50428314850 70.274 50428336600 57.579 50428336900 7.744 50428336400 6.259 S0428336025 5.422 50433223000 34.582 50433212400 50433120750 99.96 Total (Acres): 382.81 Flow Comparison: Masterplan vs. Proposed Proposed Masterplan Flow"' Size Densityl Flow' Flow' Peaking3 Avg. Flow Peak Flow Peak Flow Land Use (Acres) (DU/AC) (GPDU) (GPAD) Factor (gpd) (gpd) (gpm) Medium Density Residential 375.46 5.5 170 2.0 351055 702110 487.6 Office 7.35 370 1.8 2720 4895 3.4 Medium -High Infiltration & Inflow 44.00 350 17710 17710 12.3 Low Infiltration & Inflow 338.81 50 19482 19482 13.5 49145 34.1 Totals: 390966 744197 517 ' 2010 Master Plan Table 4.3 Total: 1250.0 ' 2010 Master Plan Table 4.2 & 4.4 (Infiltration values are increased by 15% to account for inflow; Section 2.2.4 of the Master Plan mentions increases between 13-21%that were documented within the City of Meridian during a 2 -year storm event) 3 2010 Master Plan Appendix F Proposed Flow"' Size Density° (GPAD or Peaking' Avg. Flow Peak Flow Peak Flow Land Use (Acres) (DU/AC) GPDU) Factor People/DU' (gpd) (gpd) (gpm) Residential 382.81 4.2 193 2.6 2.8 310306 817196 567.5 Medium -High Infiltration & Inflow 44.00 350 17710 17710 12.3 Low Infiltration & Inflow 338.81 50 19482 19482 13.5 Totals: 347497 854388 593 ' Approved development density per client 5 Interpolation between Medium and Low density residential to meet 4.2 DU/AC per Master Plan Table 4.3 610 -State Standards Equation modified to local conditions (14+ P 0'')/(4 + P°''), P is population in thousands z Assumed for local conditions Population Served (Master Plan): 5782 Assumes 2.8 people/DU Population Served (Proposed): 4502 Assumes 2.8 people/DU (based on actual density of proposed development) Population Served at 1250 gpm capacity: 10569 Assumes 2.8 people/DU Proposed Flow"' Size Density° (GPAD or Peaking' Avg. Flow Peak Flow Peak Flow Land Use (Acres) (DU/AC) GPDU) Factor People/DU' (gpd) (gpd) (gpm) Residential 898.70 4.2 193 2.4 2.8 728486 1733162 1203.6 Medium -High Infiltration & Inflow 44.00 350 17710 17710 12.3 Low Infiltration & Inflow 854.70 50 49145 49145 34.1 795341 Total: 1250.0 21�2 I I LOn EYPECR4rORY FNCAVAIiOV - 502 R[TAIN d Rdi[C1 (iNLiJEnlAI r0 COXIRli I) P 503 fl[uOYC d F[3[1 6 XIPSK[ CUCVCRI �-- 506 ANO\( SO2 WAtCRYtAt' CEDSSItiC 08 NOT USCG _ _ -- Mt 5OR(ACE UN (ASPHA ROADWAY) o riRD A[3A0.RlIg4 511 L 4VE( ACCCSS FCA iN Nn1UPA1 (GFOUvO Ar su wscnuuocs w ssTovAlu.N ;dlRl aL4o)naA '. SrJ o cF1u4Y0U5 wRrA[! RC510R41Nfi (� ROAo x Nd) " (IscauXcdus suF c[ REsdvproN oar aoAJ xux cmnv.rzc nnd) AtiO4 (NAIU:UL GAOVNO) PSStOaAH ou (cFAV[C) S12 ttiC 'C'L' SVFPAif RT51pAA1pN (AS�N4_1 POACWA�) GOT 60' SSull, 1Y1'C 0 CO2 22' iiuN. iYP[ 0- cul IB' OAAViIY SEW(R LOS 12' LRAVHY i[w'R ��'�_� I� - /r I I g -T I IIS FVTURE OAKS SOUTI- If h—ri� �. 1111 II it II M FMRE OAS SOtJTI� F' :-at' I II � -;III —1, I� __ L mWnv vaw.cuccrc 1 © v I I ip ORAVeL ACC ROAD \ v �} � � vara,aaa rat ws rewm -- +rw >vN 51 6100 54 )-00 24:0 6100 O.N 9400 9lm 10 - 10 50 11 0 11 50 12tDO 12 50 13 00 13 53 1/ PS p)o 590 — is at n MIA o - --- -- II rma I I I II I I I I II II I - --- - — ---.tg' b= II II I II 11__ 2 _ - FA— r ., n g, a 2505 w �r r` a a 219 - _—_—.___-_ �.__ a9c h � �nw'a xn B —_. — 2495 219 1/-0 50 0 Of 1f00 i+.0 2+00 z1 SIW J. l, 5400 5Ao 6+4 11�A 7100 7153 9100 8.30 9,OD 91 I 0) 10 b II CO Il 50 12 00 19 X I IS so Ifi 29d5 --+—I� �F {—�- LT I 1 SAE OAKS -47 a \ 4 rv7vRe AKS SOUTH 2540 II a w 14 w I> if w 15150 1Aiak 16 w 16 50 I] w 17 so IS -- w Is 50 19+00 -- - - 19 -- - - 51 20 00 20 --- - 5p 21 W 21J50 - 22 JW 22 A -W 23 au- M 21 50 14 24+M 25 zs1 g 25 - _-- -— - -- _-- - ---- --- �' ' u wu b ryiA n � ER £Be Ea _. _. Re ERR np _. G `� m3 3E3 All.$i� la tew 6�4 z R E ! Epi atp t 21 N. UIN'f'w LE DR. QUI ALB D PA IDOE BAY i/ .m IS 50 14 W 14 IS 00 19 50 I6 W 16 SO 17 1] 50 IB M 18 150 19 00 Ix 50 10 00 29 50 00 21 216 22 W 22 50 2 W 11 50 21 07--- 24 s0 25 IF I z4�n GRAVEL ACCESS ROAD '' I o Wn2 DS 4. s s OS -2 OAKS REIMBURSEMENT AGREEMENT FOR INFRASTRUCTURE ENHANCEMENT - Page 8 EXHIBIT B EXHIBIT C Jgiy 9, 2013 DESCRIPTION FOR R-4 ZONE ANNEXATION PARCEL, PROPOSED OAKS SOUTH SUBDIVISION A parcel of land located in the N'/ of Section 33, T. 4N., RAW., S.M.; Meridian, Ada County, Idaho, more particularly described as follows; Commencing at the Northwest corner of the said Section $3, from which the North'/ corner of said section bears South 89118'58" East, 2635.26 feet; thence along the north boundary of the NW 1/4 of said section South 89016'68" East, 1317.67 feet to the northwest corner of the E % of the NW % of said section; thence along the west boundary of said E "/ of the NW Y4 South 00°30'58" West, 702.15 feet to the POINT OF BEGINNING; thence North 68°06'55" East, 66.81 feet; thence North 76°36'33" East, 44.23 feet; thence South 89°16'68" East, 606,00 feet; thence South 00°43'02" West, 45,00 feet; thence South 89°16'68" East, 221.68 feet to a point of curvature; thence 291.40 feet along the arc of a curve to the left, said curve having a radius of 300.00 feet, a delta angle of 56°39'16", and a long chord bearing North 62053126" East, 280.08 feet to a point of compound curvature; thence 22.74 feet along the arc of a curve to the left, said curve having a radius of 400,00 feet, a delta angle of 03°15'26", and a long chord bearing North 33026'05" East, 22.74 feet to a point on a curve; thence 121.86 feet along the arc of a non -tangent curve to the right, 'said curve having a radius of 300,00 feet, a delta angle of 23016'24", and a long chord bearing South 46033'39" East, 121.02 feet; I thence North 58°57'32" East, 159.20 feet; thence South 29°48122" East, 76,02 feet; thence South 36°44'57" East, 70,80 feet; thence South 4600243" East, 83,43 feet; thence South 56°06'04" East, 78,26 feet; thence South 68900'46" East, 75.00 feet; Oaks North and South Subdivisions -- (AZ -E3-008; RZ-13.008) thence South 7600516" East, 75.00 feet; thence South 86°21'57" East, 74,91 feet; thence North 87°53'29" East, 681.16 feet; thence North 65°09'33" East, 88.92 feet; thence South 89°31'36" East, 50.00 feet to a point on the east boundary of the W'/ of the NE % of said Sectlon 33; thence aibng said east boundary South 0002824" West, 938.32 feet; thence leaving said boundary South 80'27'13" West, 249.29 feet; thence South 88°55'20" West, 854.30 feet; thence North 88019'22" West, 243.62 feet; thence North 74°47'14" West, 175.88 feet; thence North 76°407" West, 2499,95 feet to a point on the west boundary of said Section 33; thence along said west boundary North 00°32'39" East, 101,67 feet;; thence leaving said boundary South 76142'20" East, 1259.37 feet; thence South 89°17'19" East, 89.90 feet; thence North 00'30158" East, 614.45 feet to the POINT OF BEGINNING. Containing 59,72 acres, more or less, RCVl r' f ,OVA BY ` j 2 7, pPERVAN COMMUNITY F-V5,LQP,'0E T DEPT - oaks North and South Subdivisions—AZ-13-008; RZ-13-008;PP-13-013; PP -13-014 and MDA -13-015 July 9, 2013 DESCRIPTION FOR R-8 ZONE ANNEXATION PARCEL PROPOSED OAKS SOUTH SUBDIVISION A parcel of land located In the N % of Section 33, T. 4N., R.1W„ B,M;, Meridian, Ada County, Idaho, more particularly described as follows; Commencing at the Northwest corner of the said Section 33, from which the North'/, corner of said section bears South 89°16'58" East, 2635.25 feet; thence along the north boundary of the NW % of said section South 8901658" East, 1317.67 feet to the northwest comer of the Fast % of the NW Y4 of said section, the POINT OF BEGINNING; thence continuing along said north boundary South 89'16158" East, 1317,68 feet to the N'/ corner of said Section 33; thence along the north boundary of the NE'/ of said section South 89°16'45" East, 1317,68 feet to the NE corner of the W % of the NW'/ of said Section 33; i thence along the east boundary of said W Y2. of the NW Y4 South 00028'24" West, 751.22 feet; thence leaving said boundary North 89131'36" West, 50.00 feet; thence South 65009'33" West, 88,92 feet; thence South 87°53'29" West, 681.15 feet; thence North 86021'57" West, 74.91 feet; thence North 76'05'15" West, 75,00 feet; thence North 68°00'46" West, 75,00 feet; thence North 86'05'04" West, 78.26 feet; thence North 45'02'43" West, 83,43 feet; thence North 36'44'57" West, 70,80 feet; thence North 29'48'22" West, 75,02 feet; thence South 58°57'32" West, 159,20 feet to a point on a curve; , thence 121,86 feet along the arc of a non -tangent curve to the left, said curve having a radius of 300.00 feet, a delta angle of 23916'24", and a long chord bearing North 46033'39" West, 121.02 feet to a point on a curve; Oaks Nortli and South Subdivisions —AZ -13-008; RZ-13-008; PP -13-013; PP -13.014 and MDA -13-015 thence 22,74 feet along the aro of a non -tangent curve to the right, said curve having a radius of 400.00 feet, a delta angle of 03015'26", and a long chord bearing South 33°26'05" West, 22,74 feet to a point of compound curvature; thence 291,40 feet along the aro of a curve to the right, said curve having a radius of 300.00 feet, a delta angle of 55°30'18", and a tong chord bearing South 62°53'25" West, 280.08 feet to a point of tangency; thence North 88°16'58" West, 221.58 feet; thence North 00°48'02" feast, 45,00 feet; thence North 89016'58" West, 606,00 feet; thence South 75'35'33" West, 44,23 feet; thence South 58'06'56" West, 56.81 feet to a point on the west boundary of the E % of the NW % of said Section 33; thence along said west boundary North 00'30'58" East, 702.15 feet to the POINT OF BEGINNING, Containing 43.32 acres, more or less, Oaks North and South Subdivisions — AZ -13.008; R.Z-13-008; P11-13.013; PP -13-014 and MDA -13-015 July 9, 2013 DESCRIPTION FOR R4 REZONE PROPOSED OAKS SUBDIVISION PARCEL A A parcel of land located in the N % of Section $3, T. 4N., RAW., B.M., Meridian, Ada County, Who, more particularly described as follows: Commencing at the Northwest corner of the said Section $3, from which the North corner of said section bears South 89016'58" East, 2635.25 feet; thence along the north boundary of the NW % of said section South 89°16'58" East,1317,67 feet to the northwest corner of the E % of the NW'/ of said section; thence along the west boundary of Bald E % of the NW % South 00°30'58" West, 702.15 feet to the POINT OF BEGINNING; thence continuing South 00°30'58" West, 614.45 feet; thence North 89°17'19" West, 89.90 feet; thence North 76°42'20" West, 78.25 feet; thence North 09°2849" East, 243.74 feet; thence North 0619'43" East, 358.40 feet; thence North 70059'59" East, 46.32 feet; thence South 31°53'05" East, 39.34 feet; thence North 58'06'55" East, 32.21 feet to the POINT OF BEGINNING, Containing 1.77 acres, more or less. PARCEL B A parcel of land located In the E'/z and SW % of Section 28, T. 4N., RAW., B.M., Meridian, Ada County, Idaho, more particularly described as follows; Commencing at the S'/, corner of the said Section 28, from which the Southwest corner of said section bears South 89'16'58" West, 2635.25 feet; thence along the South boundary of said section South 89°1645" East, 1317.68 feet; thence North 00°37'35" East, 656.30 feet to the POINT OF BEGINNING; Thence North 89922'25" West, 1372.28 feet; thence North 86'18'25" West, 50.07 feet; thence North 89122'25" West, 265.00 feet; Oaks North and South Subdivisions — AZ -13-008; RZ-13.008; PP -13.013; PP -13-014 and MDA -13-015 thence North 84144'53" West, 165,52 feet; thence North 69°51'36" West, 36.96 feet; thence North 40°06'25" West, 42,00 feet; thence North 30917'16" West, 42.00 feet; thence South 67'17'44" West, 116,09 feet; thence South 84°36'49" West, 51.07 feet; thence South 71°27'35" West, 128.62 feet; thence North 89°22'25" West, 550,00 feet; thence North 74004'30" West, 51,84 feet; thence North 89°22'25" West, 209.94 feet; thence North 22'66'21" West, 133.50 feet; thence North 10"22'36" West, 102.43 feet; thence North 16'28'05" West, 262,84 feet; thence North 01°00'42" East, 171.03 feet; thence North 88°59'18" West, 324,54 feet; thence North 01°00'42" East, 774.71 feet; thence South 89'21'17" East, 120.00 feet; thence South 68'27'39" last, 53.39 feet; thence South 89021'17" East, 345,70 feet; thence North 45'38'43" East, 14.14 feet; thence North 00938'43" East, 100.00 feet; thence North 01'50116" West, 25,02 feet; thence North 00'38'43" East, 425.00 feet; thence South 89'21'17" rust, 340.07 feet; thence South 00162'12" West, 16,99 feet; Oaks North and South Subdivisions —AZ -13-008, RZ-13.008; PP -E3-013; PP -13-014 and MDA -13-015 thence South 89°14'34" East, 789.50 feet; � thence North 64°03'54" East, 27.64 feet; thence South 86°53'48" East, 189.63 feet; thence South 89014'51" East, 20.04 feet; thence South 70027'50" East, 25,64 feet; thence South 81000'03" East, 38.69 feet; thence South 88°50'13" East, 85.57 feet; i thence South 86°14'58" East, 63,62 feet; i thence North 89°18'37" East, 45.49 feet; ' i thence South 78°07'47" East, 19.68 feet; thence North 53°05'44" East, 16.53 feet; i thence North 00°45'06" East, 24.90 feet; thence North 00043'58" East, 625.84 feet; thence South 77°58'14" East, 1338.14 feet; i i thence South 00°36'34" West, 361.82 feet; thence South 00°37'35" West,1979.46 feet to the POINT OF 131501t'NING. Containing 160.06 acres, more or less. I L LA FtOVAI. �v- l3Y�i � j °z JUL 2 5 LM MEC1D1A11 Ct.F iI .lhi" �'0Nw.��� DEVCL0P1A-V4'- I • F i Oaks North and South Subdivisions—AZ-13-008; RZ-13.008; PP -13-0[3;1'1'-13-014 and MDA -13-015 May 16, 2013 DESCRIPTION FOR R-8 ZONE PROPOSED OAKS SUBDIVISION PARCEL A A parcel of land located In the SW 1/4 of Section 28, T. 4N„ RIK, S.K. Meridian, Ada County, Idaho, more particularly described as follows* Commencing at the Southwest corner of the said Section 28, from which the South 114 corner of said section bears South 89'16'6V' East, 2635.25 feet; thence along the West boundary of said section North 01°00'42" East, 2089.88 feet to the POINT OF BEGINNING; thence continuing along said West boundary North 01°00'42" least, 540,97 feet to the northwest corner of said SW Ya ; thence along the North boundary of said SW Y4 South 89021117" East, 911.05 feet; thence South 00°38'43" West, 426,00 feet; thence South 01 050115" East, 25.02 feet; thence South 0003843" West, 100,00 feet; thence South 45038'43"West, 14.14 feet; thence North 89021'17" West, 345.70 feet; thence North 68°27'39" West, 53.39 feet; thence North 89°21'17" West, 570.00 feet to the POINT OF BEGINNING. Containing 12,25 acres, more or less, PARCEL B A parcel of land located in the NW % of Section 33, T, 4N., R,1 W„ B,M., Meridian, Ada County, Idaho, more partloularly described as follows: BEGINNING at the Northwest corner of the sold Section 33, from which the North % corner of sold section bears South 89°16'58" East, 2635.25 feet; thence along the North boundary of said section South 89°16'58" East, 643,51 feet; thence South 00°43'02" West, 502.76 feet; thence North 89°27'21"West, 641,99 feet to a point on the westerly boundary of said NW 114; Oaks North and South Subdivisions —AZ -13-008; RZ-13.008; PP -13-013; PP -13-014 and MDA -13-015 thence North 00932'39" East along said westerly boundary, 504.70 feet to the POINT OF BEGINNING. Containing 7,43 acres, more or less, PARCEL C A parcel of land located In the N % of Sectlon 33 and the S % of Section 28, T. 4N., R.1W.,13 M., Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the Northwest corner of the said Section 33, from which the North'/ corner of sold section bears South 89916'58" East, 2635.25 feet; thence along the North boundary of said section South 89016'58" East, 918.52 feet to the POINT OF BEGINNING; thence North 00°4228" East, 596.72 feet to a point of curvature; thence 71.77 feet along the aro of a curve to the right, said curve having a radius of 300,00 feet, a delta angle of 13°42'28", and a long chord bearing North 07°33'42" East, 71.60 feet; thence South 89022'25" East, 209.94 feet; thence South 74°04'30" East, 51.84 feet; thence South 89°2226" East, 550.00 feet; thence North 71°27:35" East, 128.62 feet; thence North 84"3649" {vast, 51.07 feet; thence North 67"17'44" East,116.09 feet; thence South 30°17'16" East, 42.00 feet; thence South 40°0625" East, 42.00 feet; thence South 69°51'36" East, 36.96 feet; thence South 84044'63" East, 165,52 feet; thence South 89°2225" East, 265.00 feet; thence South 86016'25" East; 50.07 feet; thence South 89°22'25" East, 1372.28 feet; thence South 00°37'36" West, 656.30 feet to a point on the North boundary of the said Section 33; thence leaving said north boundary South 00°28'24" West, 761.22 feet; thence North 89°31'30" West, 60.00 feet; Oaks North and South Subdivisions — AZ -13-008; RZ-13-008; PP -13.013; PP -13-014 and MDA -13-015 thence South 85008'33" West, 88.92 feet; thence South 87°63'29" West, 681.15 feet; thence North 86021'67" West, 74.91 feet; thence North 76°05'15" West, 75.00 feet; thence North 68°00'46" West, 76.00 feet; thence North 66°05'04" West, 78.26 feet; thence North 45°02'43" West, 83.43 feet; thence North 36°44'67" West, 70.80 feet; thence North 2904822" West, 75.02 feet; thence South 68°57'32" West, 159.20 feet to a point on a curve; thence 121.86 feet along the aro of a non -tangent curve to the left, said curve having a radius of $00.00 feet, a delta angle of 23016'24", and a long chord bearing North 46°33'39" West, 121.02 feet to a point on a curve; thence 22.74 feet along the arc of a non -tangent curve to the right, said curve having a radius of 40D.00 feet, a delta angle of 03°16'26", and a long chord bearing South 33°26'06" West, 22.74 feet to a point of compound curvature; thence 291.40 feet along the arc of a curve to the right, said curve having a radius of 300.00 feet, a delta angle of 66°3915", and a long chord bearing South 62063'26" West, 280.08 feet to a point of tangency; thence North 89°16'68" West, 221.68 feet; thence North 00°43'02" East, 45.00 feet; thence North 89°16'68" West, 605.00 feet; thence South 75°35133" West, 44.23 feet; thence South 68006'55" West, 89.02 feet; thence North 31°63'06" West, 39.34 feet to a point of curvature; thence 209,75 feet along the arc of a curve to the left, said curve having a radius of 400.00 feet, a delta angle of 30°02'40", and a long chord bearing North 46°64'26" West, 207,36 feet; Oaks Noi,ih and South Subdivisions — AZ -13-008; RZ-13-008; PP -13-013; PM 3-014 and MDA -13-015 thence North 00°43'02" 5ast, 646.61 feet to a point on the North boundary of said Section 33; thence along said boundary North 09°18'68" West, 200.00 feet to the POINT OF 1:350INNINt3. Containing 92.31 acres, more or less. REV v _Y110VAL JUL XtJ13 �- MER10lAe4 C;C<<„MUNI''( DEMI; +PN1-NT DEPT. Oaks North and South Subdivisions — AZ -13-008; RZ-13-008; PP -13-013; PP -13-014 and MDA -13-015 May 10, 2013 DESCRIPTION FOR R-15 ZONE PROPOSED OAKS SUBDIVISION PARCEL, A A parcel of land located in the SW % of Section 28, T. 4N., RAW,, S.M., Meridian, Ada County, Idaho, more particularly described as follows: BEGINNiNG at the Southwest corner of the said Section 28, from which the South'/, corner of said seotion bears South 89°16'58" East, 2635,25 feet; thence along the West boundary of said SW % North 01'00'42" East, 1315.47 feet; thence South 89°18'59" East, 450.00 feet; thence South 88°59'18" East, 324.54 feet; thence South 01 °00'42" West, 171.03 feet; thence Sbuth 15°28'05" East, 262,84 feet; thence South 10022'36" East, 102,43 feet; thence South 22°56'21" East, 133,50 feet to a point on a curve; thence 71.77 feet along the arc of a non tangent curve to the left, said curve having a radius of 300.00 feet, a delta angle of 13°42'28", and a long chord bearing South 07033'42" West, 71.60 feet to a point of tangency; thence South 00°42'28" West, 596.72 feet; thence North 89°16'58" West, 918.52 feet to the POINT OF BEGINNING. Containing 26,32 acres, more or less. PARCEL B A parcel of land located in the NW Y4 of Section 33, T, 4N., RAW., B.M., Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the Northwest corner of the said Section 33, from which the North'/, corner of said section bears South 80"16'58" East, 2635,25 feet; thence along the West boundary of said section South 00°32'39" West, 504.70 feet to the POINT OF BEGINNING; Thence South 89°27'21" East, 932.00 feet to a point of curvature; Oaks North and South Subdivisions — AZ -13-008; RZ-13-008; PP -13-013; PP -13-014 and MDA -13-015 thence 401.92 feet along the aro of a curve to the right, said curve having a radius of 400.00 feet, a delta angle of 57034'16", and a long chord bearing South 60°40'13" East, 386.23 feet; thence South 70059'59" West, 46.32 feet; thence South 06°19'43" West, 358,40 feet; thence South 09°2849" West, 243.74 feet; thence North 76642'20" West, 118.1.12 feet to a point on the West boundary of said Section 33; thence along said West boundary North 00°32'39" East, 537.67 feet to the POINT OF BEGINNING. Containing 18.34 acres, more or less, PARCEL C A parcel of land located In the NE'/ of Section 28, T. 4N., R.1W., 13.M., Meridian, Ada County, Idaho, more particularly described as follows; Commencing at the S'/, corner of the said Section 28, from which the Southwest corner of said section bears South 89"16'58" West, 2635.25 feet; thence along the South boundary of said section South 8901645" East, 1317.68 feet; thence North QO°37'35" East, 2635.76 feet; thence North 00°36'34" East, 214,87 feet to the POINT OF BEGINNING; Thence continuing North 00°38'34" East, 444.28 feet; thence South 89°22'11" East, 176,08 feet; thence South 00029'20" West, 230.00 feet; thence South 89°22'02" East, 1136.34 feet to a point on the East boundary of the said Section 28; thence along said boundary South 00°29'20" West, 214,64 feet; thence North 89°21'07" West,1312,36 feet to the POINT OF BEGINNING, Containing 7.39 acres, more or less. i RVI q PP'ROYAL Oaks North and South Subdivisions—AZ-13-008; RZ-13.008; PP -13-013; PP -13014 and MDA -13-015 May 16, 2013 DESCRIPTION FOR i_ -O ZONE PROPOSED OAKS SUBDIVISION A parcel of land located in the NW'/ of Section 33, T. 4N., R.1W., B.M., Meridian, Ada County, Idaho, more particularly described as follows; Commencing at the Northwest corner of the said Section 33, from which the North 1/4 corner of said section bears South 89016168" East, 2635.25 feet; thence along the North boundary of said section South 89°1646" East, 643.61 feet to the POiNT OF BEGINNING; thence continuing along said North boundary South 89°16'58" East, 476.01 feet; thence South 00043'02" West, 646.61 feet to a point on a curve; thence 192.17 feet along the aro of a non -tangent curve to the left, said curve having a radius of 400,00 feet, a delta angle of 271'31'36", and a long chord bearing North 75°41'33" West, 190.33 feet to a point of tangenoy; thence North 89°27'21" West, 290.01 feet; thence North 00°43'02" East, 602.76 feet to the POINT OF BEGINNING, Containing 5.64 aores, more or less. 8y tiV1 ','ROVAi. ` til 25 2013 (AERIDIAN C0114MUNITY DEVELONAENT DEFT. Oaks North and South Subdivisions— (AZ -13.008; RZ,13.008) AMUM. 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