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Home My WebLink AboutC07-336 Vines at Vail PUD SIASUBDIVISION AND OFF-SITE IMPROVEMENTS AGREEMENT VINES AT VAIL PUD, File No. THIS SUBDIVISION AND OFF-SITE IMPROVEMENTS AGREEMENT ("Agreement") made and entered into this day of September, 2007, by and between the COUNTY OF EAGLE, STATE OF COLORADO, a body corporate and politic, by and through its Board of County Commissioners (hereinafter "County") and Patrick Chirichillo (hereinafter "Subdivider"). WITNESSETH WHEREAS, the Subdivider, as a condition of approval of the Final Plat of the Vines at Vail PUD (hereinafter referred to as "Subdivision"), desires an Agreement as provided for by the Land Use Regulations of Eagle County, Colorado, 1999, as amended ("hereinafter referred to as "Land Use Regulations") Chapter II, Section 5-280.B.5.e. and C.R.S. §30-28-137; and WHEREAS, pursuant to the same authority, the Subdivider is obligated to provide security or collateral sufficient in the judgment of the County to make reasonable provisions for completion of certain public improvements hereinafter described ("Subdivision Improvements"); and WHEREAS, pursuant to Chapter II, Section 4-620 of the Land Use Regulations, all roads within unincorporated Eagle County, whether publicly or privately maintained, shall conform to the design specifications set forth by the County. The County is empowered to require the Subdivider to improve the road to an acceptably safe condition; and WHEREAS, the Subdivider has agreed to improve the roads within the Subdivision to an acceptably safe condition and to accommodate the traffic burden to the said roads resulting from the development of this Subdivision, by the engineering, construction and completion of physical improvements to the said road as set forth in this Agreement; and WHEREAS, as a further condition of approval of the final plat of this Subdivision, the Subdivider is obligated to provide security and collateral sufficient in the judgment of the County to make reasonable provision for completion of the Subdivision Improvements, including but not limited to off-site road improvements, referred to herein; and WHEREAS, pursuant to Chapter II, Section 4-620.9 of the Land Use Regulations and C.R.S. 43-2-147, the Subdivider shall provide access for all lots and parcels it creates to the state highway system in conformance with the State Highway Access Code. NOW, THEREFORE, in consideration of the premises and the covenants and agreements herein contained to be kept and performed by the parties hereto, it is hereby understood and agreed as follows: 1. SUBDIVISION IMPROVEMENTS. 1.1 Subdivision Improvements. Subdivision Improvements are deemed to include all public improvements, including but not limited to off-site improvements as set forth in all documents, construction drawings, designs, maps, specifications, sketches, cost estimates, and other materials submitted by the Subdivider prior to or at final plat approval and acceptance by the County. Such Subdivision Improvements shall include roads, utilities and other similar public improvements as specified by the County Engineer. 1.2 Scope of Work. The Subdivider hereby agrees, at its sole cost and expense, to furnish all necessary equipment and material, and to complete all Subdivision Improvements as referenced in the attached Exhibit "A," and as set forth in all documents, construction drawings, designs, maps, specifications, sketches, and other materials submitted by the Subdivider prior to or at final plat approval and accepted by the County, and in accordance with all laws of the United States of America, State of Colorado, County of Eagle, and their respective agencies and affected governmental entities. Such performance shall include acquisition of all necessary rights-of-way. 1.3 Duties of Subdivider. For those Subdivision Improvements required herein, including but not limited to the reconstruction and physical improvement of that portion of any road subject to this Agreement, the Subdivider shall retain an engineer whose duties shall include construction staking, observation of construction for conformance to the approved plans and specifications, and materials sampling, testing and inspection using the Colorado Department of Highways 2001 Field Materials Manual as a guide for frequency of sampling and testing. 1.3.1 Construction Staking. Where applicable and by way of example only, the following is a highlighting of the construction staking that will be required of the Subdivider: a. Roadway - horizontal and vertical control every 50 feet or every 25 feet in critical areas, specifically including: -slope staking -points of curvature -points of tangency -fillet radius points -culverts -transition points for super -elevation -finished sub -grade -finished gravel b. Water, Sewer, and Other Utilities - horizontal and vertical control every 100 feet, or every 50 feet in critical areas. 2 1.3.2 Testing. Where applicable and by way of example only, the following is a highlighting of the acceptance testing that will be required of the Subdivider: a. Utility and drainage culvert trench backfill under roadway prisms - one density test per 200 C.Y. of backfill or a minimum of one test per roadway crossing. This will require daily visits to the site by a testing laboratory when utilities or drainage culverts are being backfilled within the roadway prism. b. Embankments for roadways - one density test per 2,000 C.Y. of any additional embankment(s); and one density test per 500 C.Y. when within 100 feet of bridge approaches." c. Finished sub -grade_ - one density test per 250 lineal feet of roadway. d. Aggregate base course - one in-place density per 250 lineal feet of roadway, and gradation and Atterberg Limits test per 2000 tons of aggregate base course. e. Hot Bituminous Pavement - two asphalt content, gradation and in-place density tests per day's production. f. Concrete - Curb and Gutter, Sidewalks and Bikepaths - tests for air content, slump and compressive strength per 50 C.Y. of concrete placed or minimum of one set of tests per day. 1.3.3 Notification/Road Construction. Subdivider or his Engineer shall notify the Eagle County Engineer for the purpose of arranging an on-site inspection no less than forty-eight (48) hours in advance of the following stages of road construction: 1) Finished subgrade 2) Finished Aggregate Base Course 3) Asphalt Placement. 4) Concrete - Curb and Gutter, Sidewalks and Bikepaths The County Engineer shall make an on-site visit within the forty-eight (48) hours notification period or as shortly thereafter as reasonably possible for the purpose of observing proof rolls on items 1) and 2) above and for general observation of construction methods being employed at these stages. Said on-site inspection by the Eagle County Engineer shall in no way abrogate the duties of the Subdivider outlined elsewhere in this Agreement. The Subdivider shall provide the proof rolling by arranging for a loaded single unit truck carrying 18,000 pounds per rear axle. 1.3.4 Witnessing of Water and Sewer Laterals. It is essential that the ends of these laterals be witnessed by the Subdivider's engineer to a minimum of three divergent points and a permanent record made of the same. Copies of these records are required to be furnished to the Eagle County Engineer prior to commencement of the two year warranty period. In addition to witnessing of the horizontal location of these laterals, a vertical witness shall be required. Horizontal witnessing shall be to property corners, fire hydrants, manholes, and other "permanent" features. Vertical witnessing shall be based on depth below ground and elevation based on a datum used for the subdivision. Bench marks shall be shown on witness records. 1.3.5 Test Reports. All test reports shall be consecutively membered, with copies furnished directly to the Eagle County Engineer from the laboratory as they are reported to the Subdivider or its engineer. 1.3.6 As -Built Drawings of Subdivision Improvements. As -Built drawings, sealed, signed and dated by a Registered Professional Engineer showing the as -constructed horizontal and vertical locations of Subdivision Improvements shall be submitted to the Eagle County Engineer prior to commencement of the two year warranty period. This shall include as - built drawings in an electronic format acceptable to the County Engineer. 1.3.7 Affidavit of Monumentation. An Affidavit of Monumentation sealed, signed and dated by a Registered Professional Land Surveyor stating that the subdivision has been monumented in accordance with §38-51-105, C.R.S., shall be provided to the Eagle County Engineer prior to the acceptance of the Subdivision Improvements by the County. 1.4 Compliance with Colorado Department of Highways Access Code. Subdivider shall provide the County with designs in compliance with the Colorado Department of Highways Access Code for all road improvements. 1.5 Date of Completion. All Subdivision Improvements shall be completed prior to September 1, 2011. If Subdivider believes that an extension should be granted due to delays caused by extraordinary circumstances such as an act of god or an act of war, it may request an extension in writing from the Eagle County Board of County Commissioners. 1.6 Approval and Acceptance of Work. 1.6.1 Copies of all test results corresponding to work which is being inspected and any other information which may be necessary to establish the satisfactory completion of the work for which inspection is requested must be submitted prior to said inspection. All such information shall be accompanied by a letter from the Subdivider's engineer verifying the satisfactory completion of the work performed to date. 1.6.2 Notwithstanding Section 1.3.3 above, promptly after receiving a request for inspection and the required documentation, the County Engineer shall review the information presented and, if necessary, make an on-site inspection of the work completed. 1.6.3 All said work shall be done to the reasonable satisfaction of the County Engineer and/or the County Department of Community Development, and shall not be deemed complete until approved and accepted as complete by the County. 4 1.7 Estimated Costs of Subdivision Improvements. The estimated cost of the Subdivision Improvements is the sum of $ 5,203,436.02, as summarized in Exhibit "A." To secure and guarantee performance of its obligations as set forth in this Section 1, including the completion of the required off-site improvements, the Subdivider hereby agrees to provide security and collateral in the form and as set forth in Section 2, below. 1.8 Common Park and Recreation Areas. Subdivider agrees to submit a Common Open Space, Park and Recreation Area Plan to be approved by the County Department of Community Development prior to approval of final plat. 1.9 Landscape Guarantee. Subdivider agrees to submit a landscaping plan, prior to approval of final plat, for the subdivision which will comply with Section 4-240, Installation and Maintenance Requirements. The Subdivider agrees to abide by the Landscape Plan approved by the County Department of Community Development. 2. SECURITY and COLLATERAL. 2.1 Collateral. Security and Collateral required in Section 1.7 herein, as security for the performance by Subdivider of its obligations under this Agreement, shall be in the total amount of $ 5,203,436.02. Such security and collateral shall be in the form of a PLAT NOTE in substantially the following form: Plat Note: No lots within the Vines at Vail PUD shall be sold, transferred or otherwise conveyed - nor shall any building permit be issued by Eagle County for these lots - until all of the improvements required under the Subdivision Improvements Agreement recorded at Reception No. , are either (a) in place and approved by Eagle County, or (b) collateralized in the form as described in the Subdivision and Off -Site Improvements Agreement and Land Use Regulations and acceptable to Eagle County to secure the performance of the obligations as described in the Agreement. Subdivider has an Agreement with the Eagle River Water and Sanitation District for the construction of a water tank above the site. Nonetheless, no building permit shall issue prior to the satisfactory completion of the water tank and related water system. This Plat Note shall only be released in accordance with the procedures set forth in Eagle County Resolution No. 95-35. Any documentation denoting the release of the Plat Note shall be recorded in the Eagle County Clerk and Recorder's Office. 2.2 Partial Release of Collateral. Subdivider may apply to the County for the release of portions of the Collateral based upon work completed in accordance with this Agreement. To make such releases, Subdivider shall request the County Engineer to inspect the work in order to verify satisfactory completion in accordance with plans and specifications in accordance with Section 1.6. 5 2.3 Final Release of Collateral/Warranty. Within thirty (30) days after Subdivider has completed all of the work required by this Agreement and the work has been approved and accepted by the County, the entire remaining amount of the Collateral, less an amount equal to ten percent (10%) of the original Collateral, shall be released. Subdivider shall be responsible for the condition of the Subdivision Improvements for a period of two (2) years after completion; this shall be guaranteed either through the retention of Collateral, as set forth above, or Subdivider may provide a substitute form of Collateral as set forth in Section 2.4 hereunder. 2.4 Substitution of Collateral. The Subdivider may at any time substitute the Collateral originally deposited with the County herein, for another form of collateral acceptable to the County, to guarantee the faithful completion of the Subdivision Improvements referred to herein and the performance of the terms of this Agreement. At the time of substitution of collateral, an inflationary and/or deflationary factor based upon the Denver -Boulder, Colorado Consumer Price Index for All Urban Consumers, All Items (1967=100) published by the U.S. Bureau of Labor Statistics, 303-837-2467, or, alternatively, an approved construction cost index, shall be used to determine an adjusted estimated cost for all Subdivision Improvements as described herein, and collateral shall be submitted by the Subdivider in accordance therewith. 2.5 Draws. Draws against the Collateral shall only be made as directed by written Resolution of the County, stating that there has been an event of default under this Agreement and that a sum certain is required to remedy the default. Any amount drawn on the Collateral must be applied for the purpose of completing the work required by this Agreement and related expenses and costs. 2.6 Events of Default. The following events shall be deemed "Events of Default," entitling the County to draw on the Collateral: 2.6.1 If Subdivider has not completed the work required by this Agreement within thirty (30) days prior to the Date of Completion set forth herein, the County may, after ten (10) working days written Notice to Subdivider, draw upon the Collateral an amount sufficient to complete said work and compensate the County for its reasonable costs and expenses related to said draw. 2.6.2 If the original collateral presented to the County (or any extension thereof) is due to expire and the work is not yet completed, and Subdivider has not provided substitute collateral or the bank's written extension to the original collateral (as it may have been previously extended), the County shall draw on the Collateral according to the provisions set forth in this Section 2. It is Subdivider's responsibility, with or without notice, to ensure that the Collateral is extended, or that substitute collateral is provided in a form acceptable to the County, at least ten (10)days prior to its expiration. If Collateral is neither extended nor substitute collateral provided, in a form acceptable to the County, at least ten (10) days prior to its expiration, the developer shall pay the County an additional $500 (Five hundred dollars) for the additional administrative work required because of the failure to extend or substitute collateral in a timely manner as required by this agreement. 0 2.6.3 If the Collateral is substituted, as otherwise provided herein, this Agreement may be amended or modified in order to set forth specific Events of Default deemed necessary, in the County's sole discretion, commensurate with the type of collateral substituted. 2.7 Costs and Expenses. Subdivider agrees to pay any costs and expenses, including but not limited to legal fees, which the County may incur in determining to accept collateral, in drawing upon the Collateral, or in accomplishing an extension of its expiration. 2.8 Landscape Plan Collateral. 2.8.1 Subdivider agrees to provide collateral in a form acceptable to the County Attorney to ensure landscaping will be installed. Subdivider agrees to provide collateral for no less than one hundred and twenty-five percent (125%) of the estimated cost of the landscaping improvements listed in the Landscape Plan. 2.8.2 As portions of the landscape improvements are completed, the Community Development Director shall inspect them, and upon approval and acceptance, shall authorize the release of the agreed estimated cost for that portion of the improvements, except that the ten percent (10%) shall be withheld until all proposed improvements are completed and approved, and an additional twenty-five percent (25%) shall be retained until the improvements have been maintained in a satisfactory condition for two (2) years. 3. INSURANCE and INDEMNIFICATION. 3.1 Indemnification. Subdivider shall indemnify and hold the County harmless from any and all claims made against the County by any contractor, subcontractor, materialmen, employee, independent contractor, agent or representative involved in the work necessary to comply with this Agreement, or on account of any other claims against the County because of the activities conducted in furtherance of the terms of this Agreement. This indemnification and hold harmless provision shall include any legal expenses or costs incurred by the County. 3.2 Certificates of Insurance. The Subdivider shall secure from any contractor or subcontractor engaged in the work necessary to comply with this Agreement a Certificate of Insurance providing for liability protection in the minimum amount of $150,000 per individual and $600,000 per occurrence, naming the County as an additionally named insured. The Subdivider, if it serves as the contractor for the Subdivision Improvements, shall provide insurance in the same form and amounts as required of the general contractor. Said limits shall be adjusted to comply with any changed limits in the Colorado Governmental Immunity Act, Title 24, Article 10, Colorado Revised Statutes. 3.3 County Incurs No Liability. The County shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage happening or occurring to the Subdivision and/or Subdivision Improvements specified in this Agreement prior to the completion and acceptance of the same; nor shall the County, nor any officer or employee thereof, be liable for any persons or property injured or damaged by reasons of the nature of said work on the Subdivision Improvements, but all of said liabilities shall be and are hereby assumed by the Subdivider. The Subdivider hereby agrees to indemnify and hold harmless the County 7 and any of its officers, agents and employees against any losses, claims, damages or liabilities for which the County or any of its officers, agents, or employees may become subject to, insofar as any such losses, claims, damages or liabilities (or actions in respect thereof) arise out of or are based upon any performance by the Subdivider hereunder; and the Subdivider shall reimburse the County for any and all legal and other expenses incurred by the County in connection with investigating or defending any such loss, claim, damage, liability or action. This indemnity provision shall be in addition to any other liability which the Subdivider may have. 4. GENERAL PROVISIONS. The following shall apply to all Subdivision Improvements, including off-site improvements, set forth in this Agreement: 4.1 Compliance with Land Use Regulations. The Subdivider shall be required to obtain all necessary permits and comply with the provisions of the Land Use Regulations, including but not limited to the Regulations for Construction within the Public Ways of Eagle County (Chapter V), as the same are in effect at the time of commencement of construction of the Subdivision Improvements referred to herein. 4.2 Subdivision Improvement Agreement Controls. In the event of any inconsistency or incongruity between the provisions of this Agreement and the Land Use Regulations, the provisions of this Agreement shall in all respects govern and control. 4.3 Warranties and Guarantees. There shall be a two-year correction period, or such longer period as may be prescribed by law, from the time of completion of the Subdivision Improvements during which time the Subdivider shall promptly correct or remove and replace, in accordance with the County's written instructions, defective work or materials and consequences thereof. Repair or replacement made under the two-year correction period shall bear an additional one-year correction period from the acceptance of the repair or the replacement by the Eagle County Engineer. The work shall be collateralized during the correction period in an amount and type of collateral as shall be reasonably determined by the County. The work shall be inspected, at the request of the Subdivider, no less than sixty (60) days prior to expiration of the one-year additional correction period, and any deficiencies shall be noted to the Subdivider. 4.4 Approval of Final Plat. The County agrees to the approval of the final plat of this Subdivision, subject to the terms and conditions of this Agreement. 4.5 Final Plat Amendments. Where field changes or other circumstances have caused the road, utilities, or other subdivision improvements to be constructed in locations different from those shown on the approved plans, the locations of rights-of-way, easements, lot lines, building envelopes, setback lines, or other attributes shown on the Final Plat shall be amended as necessary to comply with Final Plat requirements of the Eagle County Land Use Regulations 4.6 Amendment and Modification. The parties hereto mutually agree that this Agreement may be amended or modified from time to time, provided that such amendment or modification be in writing and signed by all parties hereto. 8 4.7 Assignability. This Agreement shall be enforceable against the Subdivider, provided, however, that in the event the Subdivider sells, transfers or assigns all or part of the subject Subdivision, the obligations of the Subdivider under this Agreement as to that portion of the subject Subdivision may be assumed in writing by the purchaser of the parcel, and the Subdivider shall have no further obligations hereunder. It is agreed, however, that no such assumption of these obligations shall be effective unless the County gives its prior written approval to such assumption following an investigation of the financial condition of the purchaser. The Subdivider shall not otherwise assign, transfer, convey, pledge or otherwise dispose of this Agreement without prior written consent of the County, which consent shall not be unreasonably withheld. 4.8 Binding upon Successors. This Agreement shall inure to the benefit of and be binding upon the parties hereto, their respective successors, and assigns. 4.9 Sole Responsibility of Subdivider Prior to County Acceptance. It is further agreed and understood that at all times prior to the completion and acceptance of the off-site Subdivision Improvements set forth herein by the County, each of said improvements not accepted as complete shall be under the sole responsibility and charge of the Subdivider. When it is necessary to allow the general public to utilize the roadways under construction by the Subdivider, traffic control and warning devices shall be placed upon such roadways by the Subdivider in accordance with the Manual on Uniform Traffic Control Devices for Streets and Highways as prepared by the U.S. Department of Transportation, Federal Highway Administration. 4.10 No Rights to Third Parties. This Agreement does not and shall not be deemed to confer upon or grant to any third party any right to claim damages or to bring any lawsuit, action or other proceedings against either the County or its officers, employees or agents because of any breach hereof or because of any terms, covenants, agreements or conditions contained herein. 4.11 Notice. Notice required pursuant to the terms of this Agreement shall be deemed given on the day that the same is placed in the United States Mail, postage prepaid, certified or registered mail, return receipt requested. 4.12 Enforcement and Attorney. The County may enforce the provisions of this Agreement in the same manner and with the same remedies applicable to the enforcement of land use regulations pursuant to the Eagle County Land Use Regulations, as they may be amended from time to time, or as otherwise provided by law. Alternatively, the terms of this Agreement may be enforceable by the Board or its designee by any appropriate equitable or legal action, including but not limited to specific performance, mandamus, abatement, or injunction. The remedies explicitly provided herein are cumulative, and not exclusive, of all other remedies provided by law. The prevailing party in any action brought pertaining to this Agreement shall be entitled to an award of costs and reasonable attorney's fees. 9 IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. ATTEST: Clerk to the Board of County Commissio STATE OF COLORADO COUNTY OF EAGLE, STATE OF COLORADO, By and Through Its BOARD OF COUNTY COMMISSIONERS Am M. Menconi, Chairman Address for giving notice: P.O. Box 850 Eagle, CO 81631 (970) 328-8685 SUB IDER: Patr'c 'richillo B y: Name: C�^ G� LIRA �,Y1►�� Title: AAOV WA �04k�WIV— Address for giving notice: P.O. Box 18296 Avon, Colorado 81620 And to Subdivider's Agent: Sid Fox P.O. Box 1372 Edwards, CO 81632 � ss. County of C ac:�,t ) 4001 The foregoing was acknowledged before me this oDUk day of ©G",e� by 0Ale C\° 1\ u as�Kc °'nom of VC' % sS C • �-C WITNESS my hand and official seal. My commission expires k 1.I'T, (" �t REBECCA L. WHEELERSBURG NOTARY PUBLIC STATE OF COLORADO y cmmsion Expires ou - nnoisOil to NotaryPublic 63 ' 4' Dia. Storm Manhole and Lid EA 2 $ 2.875.00 $ 5.750.00 64 2x2 Detention Pond Outlet Structure EA 1 $ 4,725.00 $ 4,725.00 65 4x4 Detention Pond Outlet Structure LS 2 $ 6,030.00 $ 12,060.00 Sub -Section Total $ 238,369.72 Water 66 4" HDPE SDR 13.5 Raw Water Intake Line Joint trenched LF 926 $ 9.05 $ 8,382.15 67 3" HOPE SDR 13.5 Raw Water Intake Line Joint trenched LF 71 $ 363.75 25,826.25 68 6' DIP LF 380 $ 40.53 $ 15 401.02 69 8' DIP LF 1 1.556 $ 48.77 $ 75,879.90 70 12* DIP LF 1 1,405 $ 68.77 $ 96626.07 71 8' DIP Horizontal Standpipe and all fittings and dry hydrants LF 1 88 $ 58.00 $ 5 104.00 72 6' Gate Valves EA 1 8-$ 1,075.07 $ 8,600.56 73 8" Gate Valve EA 10 $ 1,403.40 14 034.00 74 12" Gate Valves EA 5 2 285.35 11 426.75 75 4' Gate Valves to Water Services EA 12 $ 944.72 $ 11,336.64 76 4' DIP Water Service LF 334 $ 33.97 $ 11 345.31 77 Fire Hydrant Assembly w/ 6' Guard Valves EA 10 $ 5,779.06 57 790.61 78 Air Release Valve and Vault EA 1 $ 4,970 4.970.00 79 10,000 Gal. Water Storage Tank EA 1 $ 12 000.00 12 000.00 80 Water Treatment System 1 EA 1 $ 200,000.00 $ 200,000.00 Sub -Section Total $ 558,723.26 Benita Sewsr 81 3- HDPE SDR 13.5 Raw Water Discharge Line Joint Trenched LF 795 $ 8.80 6997.59 82 4' SDR 35 Sewer Service LF 139 $ 32.17 1 S 4,471.77 83 6' SDR 35 Sewer Services LF 503 $ 36.75 18 485.25 84 8" SDR 35 LF 839 $ 35.74 29 985.86 85 8' C900 LF 1,448 $ 36.50 $ 52 852.00 86 4' Dia. Manhole LF 23 $ 2,775.66 63 840.16 87 Waste Water Treatment System Phase -1 1 LS 1 $ 236 700.00 236 700.00 88 Waste Water Treatment System Phase -2 1 LS 1 $ 210 000.00 $ 210 000.00 89 Waste Water Treatment System Phase -3 1 LS 1 $ 151,000.00 $ 151,000.00 Total $ 774,332.63 Shallow UtilitiesSub-Section 90 Conduit Joint Trenching LF 1 3,593 13.00 46 709.00 91 4" Holy Cross Conduit w/ Cable LF 5,293 12.00 $ 63 516.00 92 4' Schad 80 PVC - Phone w/ Cable LF 2,970 $ 10.50 31 185.00 93 4" Spare Conduit LF 3,355 $ 2.00 6,710.00 94 2" Phone Service Conduit LF 370 $1.50 555.00 95 Electric Splice Vault EA 6 $ 5,000.00 30 000.00 96 Electric Transformer and Vault EA 9 10 000.00 $ 90 000.00 97 Phone Splice Vault EA 2 5,070.06 10 140.12 98 Install Overhead Power Pole EA 1 $ 3,250.00 $ 3,250.00 99 Phone Pedestals EA 9 $ 393.00 $ 3,537.00 100 Gas Trenching and Gas Main LF 2 892 1 18.50 53,502.00 101 Gas Trenching and Gas Service LF 606 16.00 $ 9,696.00 102 Direct Bury Phone service line LF 120 $ 16.00 $ 1,920.00 103 S are 4' Electic Conduit LF 43 $ 15.00 $ 645.00 Sub -Section Total S 351,365.12 TANK ROAD SECTION TOTAL 1 $ 3,057,943.26 NO. ITEM UNITS QUANTITY UNIT PRICE TOTAL Erosion Control 104 Silt Fence LF 1,135 2.83 3,206.38 105 Erosion Protection Mat SY 4,420 $ 2.59 11 443.38 106 Revegetation AC 2 $ 3,000.00 $ 5,850.00 Sub -Section Total $ 20,499.76 Roadway 107 Topsoil Remove assume 8" CY 1.343 $ 3.50 4,700.50 108 Topsoil Replace assume 6' CY 1.734 6.00 $ 10 404.00 109 Cut to Embankment (10% Compaction) CY 833 $ 6.25 $ 5,206.25 110 Import to Embankment CY 5.543 $ 6.25 $ 34 643.75 Ill Sub rade Prep SY 1,812 $ 3.50 6,342.00 112 Water Bars EA 7 $ 400.00 $ 2,800.00 Subsection Total $ 64,096.50 WATER 113 12" DIP Water Main LF 1.129 $ 68.77 77 644.72 114 12" Gate Valve EA 1 $ 2,285.35 2,285.35 115 400,000 Gallon Water Storage Tank, w/ pipng, fittings and telemetry 5 LS 1 $ $ Sub -Section Total $ 79,930.07 Shallow Utilities 116 Phone Service Line and Trenching ERWSD Item LF 1,129 $ 15.00 $ 16,935.00 Sub -Section Total $ 16,935.00 DEVELOPMENT AREA "A" - INFRASTRUCTURE SECTION TOTAL $ 181,461.32 NO. ITEM UNITS QUANTITY UNIT PRICE TOTAL Erosion Control 117 Straw Bale Dikes EA 8 $ 125.00 1,000.00 118 Straw Bale Inlet Protection EA 10 $ 125.00 $ 1,250.00 119 Rip -Rap Channel 1' Dia. Sv 67 $ 64.00 $ 120 Irri ation s stem 2 LS 1 $ 17424.00 $ 121 Landsca in Area *A' - Lots "A1 -A7 4 LS 1 $ 121 702.00 $ A4,28.00 1122 Landsca in 25% LS 1 $ 30,426.00 $ Subsection Total S 17 Notes 1 - These item are out of Arroyo Engineerings Scope of work and opinions of probable cost were provided by Zancanella and Associates. 2 - These item are out of Arroyo Engineerings Scope of work and opinions of probable cost were researched and provided by Patrick Chirichillo 3 - These item are out of Arroyo Engineerings Scope of work and opinions of probable cost were provided by Eagle Valley Surveying 4 - These item are out of Arroyo Engineerings Scope of work and opinions of probable cost were provided by Redstone International 5 - The 400,000 gal. water storage tank is to be designed and constructed by the Eagle River Water and Sanitation District and Is not to be collateralized in this SIA. 6 - Pedestrian path, wall and fence located within the CDOT Highway Right of way was included In the COOT Cost Estimate DOR O; •� TT•oS'� a•Q.-Z`1- Jaz: Roadway 123 Topsoil Remove assume 8` CY 7 328 3.50 25 648.00 124 Topsoil Replace assume 6' CY 1 180 6.00 7,080.00 125 Cut to Embankment 1096 Compaction) CY 37 156 6.25 232 225.00 126 Import to Embankment (10% Compaction) CY 3 000 6.25 18 750.00 127 Su rade Pre SY 4 901 3.50 17153.50 128 Geofabric Road base stabilization SY 4 050 4.70 19 035.00 129 Class 6 Road Base 8' TN 3 920 28.00 109 760.00 130 Asphalt 3.5' TN 785 83.60 65 626.00 131 Stamped asphalt 3.5' o ioadm s, wake to and between b will be an b enniu TN 266 95.00 $ 25 270.00 132 2' Curb and Gutter LF 1,635 26.00 42 510.00 133 8' As haft walk 4' Thick TN 65 31.50 2,047.50 134 5' Concrete Walk 4' ( nomwn , woks to aM bat- b e wi ba ort b mute SY 483 66.50 32 119.50 135 4' Striping LF 3000 1.20 3600.00 136 Install New Signs EA 8 450.00 3,600.00 137 MSE RetainingWall SF 1 826 25.00 45 650.00 138 Concrete RetainingWall Wall "A' to be a art of the BuildingPermit Set SF 2 352 139 Boulder RetainingWall SF 22.00 8,540-0 140 Concrete Fountain in Cul-de-sac 2 EA 1 $ 25,000.00 $ 25,000.00 Sub -Section Total 683,610.50 Storm Sewer 141 18' CMP LF 447 111 42.12/8 825.41 142 18' F.E.S EA 8 206.66 1,653.25 143 21A3' Concrete Box Inlet w/ grate EA 32 313.60 6.940.80 144 3x3' Concrete Box Inlet w/ rate EA 1 $ 2 674.90 $ 2,674.90 Sub -Section Total $ 30,094.35 Water 145 4' Water Service Line LF 11436.97 4 214.35 146 6' Water Service Line LF 110 $ 40.53 $ 4458.19 Sub -Section Total $ 8,672.54 Senile Sewer 147 6' Sewer Service LF 254 $ 36.75 $ 9,334.50 Sub -Section Total $ 9,334 SECTION TOTAL $ 907,801,90 SUB -TOTAL $ 10%Contingency $ 4,730,396.39 473,039.64 TOTAL $ 5,203,436.02-, Notes 1 - These item are out of Arroyo Engineerings Scope of work and opinions of probable cost were provided by Zancanella and Associates. 2 - These item are out of Arroyo Engineerings Scope of work and opinions of probable cost were researched and provided by Patrick Chirichillo 3 - These item are out of Arroyo Engineerings Scope of work and opinions of probable cost were provided by Eagle Valley Surveying 4 - These item are out of Arroyo Engineerings Scope of work and opinions of probable cost were provided by Redstone International 5 - The 400,000 gal. water storage tank is to be designed and constructed by the Eagle River Water and Sanitation District and Is not to be collateralized in this SIA. 6 - Pedestrian path, wall and fence located within the CDOT Highway Right of way was included In the COOT Cost Estimate DOR O; •� TT•oS'� a•Q.-Z`1- Jaz: -i Irrigated Turf 12,663 sf. $ 0.55 $6,965 Bluegrass Sod Native Grass % in Mix pls/ac 1,586 sf. $ 0.33 $523 Western wheatgrass Arriba 33% 5 Bluebunch wheatgrass P-7 33% 4 Indian ricegrass Paloma 33% 4 Flower Beds 718 sf. $ 7.00 $5,026 Mixed Perennials (owner selected) 1 qt. 12" o.c. Shrub Beds 724 sf. $ 4.70 $3,405 Amur Maple Acer ginnala 3 gal. 10 o.c. Red Barberry Berberis thunbergii 3 gal. 5 o.c. Cranberry Cotoneaster Cotoneaster apicalatus 3 gal. 5 o.c. Buffalo Juniper Juniperus sabina 'Buffalo' 3 gal. 5 o.c. Gold Drop Potentilla Potentilla fruticosa 'Gold Drop' 3 gal. 5 o.c. GroundcoverBeds 81 sf. $ 5.64 $457 Silver Spreader Juniper Juniperus virginiana 'Silver Spreader' 1 gal 18" o.c. Virginia Creeper Parthenocissus quinquefolia 1 gal 18" o.c. Climbing Vines 17 ea. $ 16.00 $278 Virginia Creeper Parthenocissus quinquefolia 1 gal. 5' o.c. Deciduous Trees 19 ea. $ 325.00 $6,175 Autumn Purple Ash Fraxinus americana Autumn Purple' 1.5" cal. Ornamental Trees 21 ea. $ 250.00 $5,250 Thornless Hawthorne Crataegus crus -gall! 'lnermis' 1.5" cal. Evergreen Trees 8 ea. $160.00 $1,280 Skyrocket Juniper Juniperus virginiana 'skyrocket' 4' ht. Irrigation 14,187 sf. $ 0.50 $7,093 Turf, shrub beds, groundcover beds & flower beds Total $36,452 Plant l=ist Area C''' E ots\'C1 to C6 Native Grass % in Mix p/s/ac 49,573 sf. $ 0.33 $16,359 Western wheatgrass Arriba 33% 5 Bluebunch wheatgrass P-7 33% 4 Indian ricegrass Paloma 33% 4 Total $16,359 EF -3 Irrigated Turf 2,494 sf. $ 0.55 $1,372 Bluegrass Sod Native Grass % in Mix pls/ac 18,981 sf. $ 0.33 $6,264 Western wheatgrass Arriba 33% 5 Bluebunch wheatgrass P-7 33% 4 Indian ricegrass Paloma 33% 4 Flower Beds 0 sf. $ 7.00 $0 Mixed Perennials (owner selected) 1 qt. 12" o.c. Shrub Beds 0 sf. $ 4.70 $0 Amur Maple Acer ginnala 3 gal. 10 o.c. Red Barberry Berberis thunbergii 3 gal. 5 o.c. Cranberry Cotoneaster Cotoneaster apicalatus 3 gal. 5 o.c. Buffalo Juniper Juniperus sabina 'Buffalo' 3 gal. 5 o.c. Gold Drop Potentilla Potentilla fruticosa 'Gold Drop' 3 gal. 5 o.c. Groundcover Beds 0 sf. $ 5.64 $0 Silver Spreader Juniper Juniperus virginiana 'Silver Spreader' 1 gal 18" o.c. Virginia Creeper Parthenocissus quinquefolia 1 gal 18" o.c. Vines Virginia Creeper quinquefolia 0 ea. $ 16.00 $0 Deciduous Trees 0 ea. $ 325.00 $0 Autumn Purple Ash Fraxinus americana Autumn Purple' 1.5" cal. Ornamental Trees 0 ea. $ 250.00 $0 Thornless Hawthorne Crataegus crus-gaUi 'lnermis' 1.5" cal. Evergreen Trees 0 ea. $160.00 $0 Skyrocket Juniper Juniperus virginiana 'skyrocket' 4' ht. Irrigation 705 sf. $ 0.50 $353 Turf, shrub beds, groundcover beds & flower beds Sub Total $7,988 rr — -I Irrigated Turf 34,166 sf. $ 0.55 $18,791 Bluegrass Sod Native Grass % in Mix pls/ac 109,417 sf. $ 0.33 $36,107 Western wheatgrass Arriba 33% 5 Bluebunch wheatgrass P-7 33% 4 Indian ricegrass Paloma 33% 4 Flower Beds 0 sf. $ 7.00 $0 Mixed Perennials (owner selected) 1 qt. 12" o.c. Shrub Beds 6,451 sf. $ 4.70 $30,318 Amur Maple Acer ginnala 3 gal. 10 o.c. Red Barberry Berberis thunbergii 3 gal. 5 o.c. Cranberry Cotoneaster Cotoneaster apicalatus 3 gal. 5 o.c. Buffalo Juniper Juniperus sabina 'Buffalo' 3 gal. 5 o.c. Gold Drop Potentilla Potentilla fruticosa 'Gold Drop' 3 gal. 5 o.c. Groundcover Beds 717 sf. $ 5.64 $4,044 Silver Spreader Juniper Juniperus virginiana 'Silver Spreader' 1 gal 18" o.c. Virginia Creeper Parthenocissus quinquefolia 1 gal 18" o.c. Climbing Vines 41 ea. $ 16.00 $659 Virginia Creeper Parthenocissus quinquefolia 1 gal. 5' o.c. Deciduous Trees 9 ea. $ 325.00 $2,925 Autumn Purple Ash Fraxinus americana Autumn Purple' 1.5" cal. Ornamental Trees 11 ea. $ 250.00 $2,750 Thornless Hawthorne Crataegus crus-ga/li 'lnermis' 1.5" cal. Evergreen Trees 34 ea. $160.00 $5,440 Skyrocket Juniper Juniperus virginiana 'skyrocket' 4' ht. Irrigation 41,334 sf. $ 0.50 $20,667 Turf, shrub beds, groundcover beds & flower beds Sub Total $121,702