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Home My WebLink About20011746.tiff Town of Mead //Y�II► , � I P.O.Box 828 441 Third Street Mewl-A Lite Town Mead,Colorado 80542-0626 With a Big Future (970)535-4477 ap • June 22, 2001 CERTIFIED MAIL# 7099 3400 0018 5009 6731 Weld County Board of Commissioners P.O. Box 758 Greeley, CO 80632 RE: Request for Comments and Recommendations on the Annexation of Keystone Farm Annexation to Mead. Gentlemen: Enclosed is a copy of the application, annexation maps and other supporting material for the proposed Keystone Farm Annexation the Town of Mead. This property is located in Weld County on approximately 100 acres immediately north of the existing Mountain View Motorsport Park, west of Interstate 25 and south of the Great Western Railroad. It is the intent of the applicant to expand the existing 1.25 mile racetrack to approximately 2.3 to 2.5 miles, and to add other track related facilities such as relocating the " Shelby American Museum"to the site, relocating the Murray Racing facility(which restores vintage Shelby race cars) to the site, building garages, a paddock, bleachers, concession stands, restrooms and other related facilities. The purpose of this referral is to obtain the comments and recommendations of various governmental agencies and service providers as to the appropriateness of the annexation. Your comments are welcome and will assist the Board of Trustees and Planning Commission in their review of the proposal. We ask that your comments reach us no later than July 11th. We ask that you forward your response directly to The Samson Law Firm, c/o Gary West, P.O. Box 1079, Longmont, CO 80502. Thank you for your cooperation and assistance. Very truly yours, avteettrn° Judy Hegwood Town Clerk i/7 2001-1746 f�Y�C /Jed`e-c-) o77- 69/ f .` PLO om c n e4 86 ((il) March 6, 2001 j aV i $ Ms.Judy Hegwood Parnnershi'Archit is 441 Third Street Mead Colorado 80542 Re: Continental Divide Race Park(Keystone Farms Annexation) Architect's Project#: 01407.00 Dear Judy: Please extend our thanks to the rest of the Town Staff for meeting with Don Park and myself yesterday. It was a very informative meeting and we look forward to continuing to work with you on this project to best serve the Town of Mead. Per our conversation yesterday, we are providing the following items you requested for the submittal: 1. Information regarding liens against property: The property in Weld County was paid in full. The transaction was completed in April. 2. Revised Title Document: See attached 3. Signature of Surveyor: See attached 4. Statement of Project Process: See attached. With these items added to our submittal, we are anticipating our project to be on the Special Election docket for September 11, 2001. We are interested in meeting with the planning commission and attending the public hearing so that we may address any concerns of the community. Please keep us informed of when these meetings will be taking place, or any other meetings you feel might be appropriate. We would like to have our client attend from out of town. Also, we will be working with Gary West to make sure that you are provided all the information you need in a timely manner in order to help facilitate the process. Please let us know if you need any other information or have any questions about the project. Sincerely, Wendi J. Swanson,AIA Davis Partnership Architects Attachements: Revised Title Document Signature of Surveyor Statement of Project Process Cc:(Letter only) Gary West Town Attorney Tom Mabey Sahara,Inc. Rocky Catenzaro Sahara,Inc. Don Park Park Engineering Dave Land Davis Partnership P.C.,Architects Dave Rhyne Project Pile Davis Partnership P.C.,Architects P:\SAHARA\0140700\PLANNING\MEAD\jh060601.doc x(0-2i-ac01 Davis Partnership P.C.,Architects Denver Office: 2301 Blake Street Suite 100 Denver Colorado 80205-2108 303.861.8555 Fax 303.861.3027 Vail Office: 0137 Main Street Unit C106 P.O.Box 2711 Edwords Colorado 81632 970.926.8960 Fox 970.926-8961 March 6, 2001 av1sTown of Mead Paltnershi•Archit is Re: Continental Divide Race Park(Keystone Farms Annexation) Statement of Project Process Architect's Project#:01407.00 To Whom It May Concern: This letter is to inform the Town of Mead of the issues involved in this project. As an expansion of an existing recreational facility,the first phase of the project will be to widen the existing track as appropriate and increase the length of the track onto the Weld County property to be annexed. With a track of this caliber and nature,the optimal time schedule for this track expansion to begin is in August of 2001. This will provide approximately two months of track construction before cold weather sets in, thus allowing the asphalt to cure over the winter months. By following this schedule,the strongest and safest track will be ready for use in the spring. We look forward to having the property annexed to Mead, however,as we understand the Annexation Process, it will not be completed by August. Therefore,in order to help facilitate the desired schedule, we are concurrently applying to Weld County for a Special Use Permit. This permit will enable us to begin the construction on the track in August, while the Annexation is under review. Pending Annexation of the property, we look forward to continuing with the Town of Mead with the future phases of the project which will include the design and construction of the track-related facilities on the site. - Thank you very much for your time and consideration of our project. If you have any questions regarding the project or the above referenced schedule,please do not hesitate to call. Sincerely, Wendi J. Swanson AIA Davis Partnership Architects Cc: Gary West Town Attorney Tom Mabey Sahara,Inc. Rocky Catenzaro Sahara,Inc. Don Park Park Engineering Dave Land Davis Partnership P.C.,Architects Dave Rhyne Davis Partnership P.C.,Architects Project File P:\SAHARA\0140700\PLANNING\MEAD\STM-PRCS.DOC rte. Davis Partnership P.C.,Architects Denver Office: 2301 Blake Street Suite 100 Denver Colorado 80205-2108 303.861.8555 F 303.861.3027 8960 Fax 970.926-8961 Vail Office:0137 Main Street Unit C106 P.O.Box 2711 Edwards Colorado 81632 970.926 L'_LJ ', 25 'i1 : Ii2 IR H! i_i =) Town of Mead Annexation Application Submittal May 14, 2001 Keystone Farm Annexation to Mead Submitted by: Davis Partnership Architects Applicant: Sahara, Inc. Agent for: Miller Motor Sports, LLC Owner: Miller Motor Sports,LLC 06/04/2001 16: 31 1-303-776-5444 THE SAMSON LAW FIRM: PAGE 01 THE SAMSON LAW FIRM A Professional Corporation 515 farnbark Street,Suite 105 P.O.Box 1079 Longmont, Colorado 80502 Richard B.Samson Telephone 303-776-1169 • Gwyneth Ayers Facsimile 303-776-5444 FAX COVER LETTER Please deliver this cover sheet plus pages: TO: Rick Samson, Jim Wright,Mike McDonough, Judy Hegwood ORGANIZATION: FAX NUMBER: 970-491-9984, 303-678-8956,970-535-0831 ORIGINAL MAILED: No FROM: Gary West • DATE: RE: Mead Planning Staff Meeting Tuesday,June 5 @ 8:30- 12:00+ MESSAGE: The Agenda for the Monday Planning Staff meeting contains four appointments: • 8:30 1. Singletree Estates drainage issue. 2. Mulligan Lake Estates drainage issue. 3- Sekich Business Park - Acceptance of improvements- Swift as-builts not received. 9:00 Zach Peterson-RMC -Margil Farm Piling No. 3 -They will bring their proposal for this final plat. 10:00 Land Architects, JR Engineering,Laguna Partners,LLC - Annexation of Douthit Property-Westrian Ranch- You received their book at the last meeting. 11:00 Keystone Farm Annexation - Miller Motor Sports,LLC,Davis Partnership - annexation of property north of Raterink's racetrack for an expansion of the racetrack and a classic car museum. You received their book two meetings ago. Miscellaneous items to be discussed following the appointments. West' - uA2-.4 So+t A :d b / Fax Mar')Planning 31311 Meiling 5-2201 wpd May 15,2001(3:S1DM f , May 14, 2001 Gary West Town of Mead 441 Third Street Mead, CO 80542 Re: Submittal for Annexation to Mead Davis Dear Gary: 'artnershipArchit= is On behalf of the Continental Divide Raceway Park,Davis Partnership and its consultants are pleased to submit this application for Annexation to Mead. Our intent is to include the property recently purchased to the north and east of the existing racetrack at County Road Number 34 and I-25 into the existing recreational facility. It is our plan to apply to Weld County to expand this recreational facility onto the county land while petitioning the town of Mead for Annexation at the same time. As indicated in our submittal,we believe that this request is in compliance with the Mead Area Comprehensive Plan and is in the best interest of the community. Attached is the necessary information required for this Annexation submittal. In addition,we would like to point out the following items: • Northern Colorado Water Conservation District Petition: The annexation site is currently in NCWCD and no application for inclusion is needed. • Water Rights Report: Please see the provided information regarding water rights. There are no deep well (non-tributary) water rights on this site. • Statement of Community Need: This project will provide a recreational use for the surrounding communities and will increase tax revenue to the Town of Mead. • Statement of School Impact: There will be no dwelling units on this site. This project will not impact schools. Thank you very much for your review and consideration of this project. We look forward to working with the Town of Mead, as we feel it will be a great enhancement to the Town. We understand there is an opportunity to meet with the Board regarding the review and would ask to please keep us informed of dates so that we can attend these meetings. Please let us know if you have any questions or concerns. Sincerely, • ndi Sw , AIA David Land, ASLA /1*\ P:\SAHARA\otao7ao\PLANNING\MEADC VR.DOC Dods Partnership P.C. Architects Denver Office: 2301 Blake Street•Suite 100 Denver Colorado 80205-2108 303 861 8555 Fax 303.861.3027 Vail Office:0137 Main Street Unit C106 PO.Box 2711 Edwards Colorado 81632 970 926 8960 Fox 970.926.8961 TOWN OF MEAD Applicant's Checklist of Required Submittal and Processing for Annexation to Mead Comp- leted Project Name ANNEXATION DOCUMENTS-SUBMITTED AT TIME OF APPLICATION One original and three copies of the following annexation documents are to be bound in separate three-ring binders along with the Annexation/Development Information (see page 4) and provided to the Town Clerk with the fees. Any forms or letters requiring signatures shall have one original signed and dated in blue ink.The remaining copies may be photocopies of the original. Following staff review and notice of acceptance for referral to the Board of Trustees,the applicant shall provide thirty-six (36) copies of the annexation documents, including the Annexation/Development Information. Fourteen (14) sets shall be bound in three-ring binders. The remaining twenty-two (22) sets are to be three hole-punched, collated into complete application packets and bound with binder clips only. X 1. "D-2 Form, Conceptual Plan Application and Decision Record", signed and dated. X 2. "D-4 Form, Fiscal Impact Analysis"completed. X 3. "D-5 Form, Agreement for Payment of Review Expenses", signed and dated. X 4. "D-6 Form, Agreement for Payment of Election Expenses", signed and dated. 5. "Annexation base fees"to be paid with the submittal. X 5.1 Application fee-annexation (non-refundable) $300.00 X 5.2 Application fee-concept plan (non-refundable) $50.00. X 5.3 Engineering plans check fee (non-refundable) $350.00. X 5.4 Cash deposit (refundable)for reimbursement of Town's cost of processing application, publication and mailed notices, legal and consulting fees. $1,500.00 X 5.5 Cash deposit for election costs (refundable) $500.00. X 5.6 Cash deposit or Letter of Credit for cost of extending streets, utilities and public infrastructure (estimated by Town Engineer). X 6. "Letter of Intent"from the applicant, addressed to the Board of Trustees describing the requested annexation, signed and dated. X 7. Annexation Petition. X 7.1 Annexation petition based on Town's standard petition, signed and dated. A sample petition is provided in the pre-application packet. (Date of signatures must be within 180 days of date of filing of the petition) X 7.1.1 Signatures of the landowners of more than 50% of the area excluding public streets and alleys. C.R.S. §31-12-107(1)(c)(V). X 7.1.2 Mailing address of each signer. C.R.S. §31-12-107(1)(c)(VI). X 7.1.3 Legal description of land owned by each signer. C.R.S. §31-12- 107(1)(c)(VII). X 7.1.4 Date of signature signing (must be within 180 days of date of filing of the petition with the clerk). C.R.S. §31-12-107(1)(c)(VIII). X 7.2 Affidavit of circulator. (One original signed in blue ink, dated and notarized.)C.R.S. §31-12-107(1)(c)(IX). IF TOWN'S STANDARD FORM IS NOT USED, THE PETITION MUST RECEIVE PRIOR APPROVAL BY THE TOWN ATTORNEY AND CONFORM TO STATUTORY REQUIREMENTS.See the checklist for Non-standard Annexation Petitions. 8. Proof of Ownership. X 8.1 A title insurance policy in the name of the owner/applicant, issued within the last 30 days. Ownership must match the ownership listed in the petition. If the legal description of the area to be annexed as shown on the annexation map does not match the legal description of the property owned, because of road rights-of-way or other reasons, then the title policy must certify that the property owned is wholly contained within the described area on the annexation map. 9. Mailing List of Adjacent Property Owners. X 9.1 Mailing list, certified by a title company within the past 30 days, of adjacent property owners (surface, mineral &severed water rights) within a 300 foot radius of the proposed annexation, each taxing districts for the property and each irrigation ditch company affected by the annexation.The list is to be keyed by parcel number to the County Assessor's map(s)for the area. A legible copy of the Assessor's map is to accompany the application. The list shall also be provided electronically in a Microsoft Excel spreadsheet format(Quattro Pro spreadsheet is acceptable). A sample electronic spreadsheet list is provided with the pre-application packet. 10. Envelopes For Mailing Notices And Referrals.. G 10.1 Two sets of, plain, #10 self-adhesive window envelopes, with no return address, sufficient in number for each person and entity on the mailing list. (For Planning Commission and Board of Trustees Public Hearing notices) G 10.2 One set of, plain, #10 self-adhesive window envelopes, with no return address, sufficient in number for the county, school district and special districts. (For County and Special District notice) Ci 10.3 One set, plus two additional, plain, 10"x 15" envelopes, sufficient in number for all referral agencies. (For referral packets and for Impact Report to County Commissioners and County Attorney) X 11. Annexation Map(s). �i 11.1 Provide four(4)folded paper copies of the Annexation Map(s), one signed in blue ink and stamped by the Surveyor,to the Town Clerk. Following staff review and notice of acceptance for referral to the Board of Trustees,the Applicant will provide an additional thirty-six(36)folded paper copies of the Annexation Map(s)to the Town Clerk.The Annexation Map(s) are to conform to the "Annexation Map Requirements"checklist. Copies are to be blue or black line and are to be placed in the pockets provided in the application packets. In addition, provide one(1)small format paper copy(not less than 8W'X 11", nor more than 11" X 17"). �i 11.2 Provide three (3) mylar originals of the Annexation Map(s), with applicant's and surveyor's signatures affixed, to the Town Clerk not later than the date for the Public Hearing before the Board of Trustees. X 11.3 Provide one (1) "Annexation Map Land Surveying Standards Checklist" completed by the Surveyor. Attach to the"original"of the application. Ci 11.4 One AutoCADTM drawing file (release 12 or higher) of the annexation map, and all fonts files used, on 3 Y2" IBM formatted disk, or by other acceptable electronic transfer. If multiple maps are used, one drawing file must combine all the parts into one map showing the entire annexation. G 11.5 One word processing file of the legal description on 3 Y2" IBM formatted disk (Word Perfect 6.1+ preferred). Text must be in upper case only. X 12. Northern Colorado Water Conservancy District Petition. If the property is not in the NCWCD, applicant must apply for inclusion and submit to the Town a copy of the Petition for Inclusion in the Northern Colorado Water Conservancy District and the Municipal Subdistrict, signed and submitted to the District. Standard forms are provided by NCWCD. 13. Warranty Deed for Non-tributary Water Rights. (Based on Town standard form deed) X 13.1 Provide a Special Warranty deed for non-tributary water rights for the property to be annexed by each land owner. A sample deed is provided with the pre- application packet. 14. Annexation Impact Report. X 14.1 The applicant shall prepare an Annexation Impact Report for annexations of 10 acres or more.The written report is to be tabulated by major section and contain pockets for maps.The report shall conform to the"Annexation Impact Report requirements"checklist. The report, if prepared by a consultant, shall provide a summary of the consultant's professional qualifications to prepare the report, including professional licenses held.The report shall be signed by the author and stamped if appropriate. G 14.2 A copy of the annexation impact report(text) is to be provided in a word processing file on 3 Y2" IBM formatted disk (Word Perfect 6.1+ preferred). 15. Concept Plan. X 15.1 Provide four (4) folded paper copies of the Concept Plan (map)(s)to the Town Clerk. Following staff review and notice of acceptance for referral to the Board of Trustees,the applicant will provide an additional thirty-six (36)folded paper copies of the Concept Plan (map(s))to the Town Clerk.The Concept Plan(s) are to conform to the"Concept Plan (Map) Requirements"checklist. Copies are to be blue or black line and are to be placed in the pockets provided in the application packets. In addition, provide one (1) small format paper copy(not less than 81/2" X 11", nor more than 11" X 17"). G 15.2 Provide one (1) mylar original of the Concept Plan to the Town Clerk not later than the date for the Public Hearing before the Board of Trustees. G 15.3 One AutoCADTM drawing file (release 12 or higher) of the Concept Plan, and all fonts files used, on 3 Y2" IBM formatted disk, or by other acceptable electronic transfer. If multiple maps are used, one drawing file must combine all the parts into one map showing the entire annexation. ANNEXATION/DEVELOPMENT INFORMATION-SUBMITTED AT TIME OF APPLICATION. The following Annexation/Development Information is to be provided as a collection of written reports and narrative statements, bound in a three ring binder, tabulated by major section, and containing pockets for maps. All reports prepared by a consultant shall provide a summary of the consultant's professional qualifications to prepare the report, including professional licenses held and shall be signed and stamped. One original and three copies of the Annexation/Development Information are to be bound in separate three-ring binders along with the annexation documents, and provided to the Town Clerk at the time of application submittal. (See page 1) Following staff review and notice of acceptance for referral to the Board of Trustees, the applicant shall provide thirty-six (36)copies of the Annexation/Development Information, including the annexation documents. Fourteen (14) sets shall be bound in three-ring binders. The remaining twenty-two (22) sets are to be three hole-punched, collated into complete application packets and bound with binder clips only. X 1. A"Preliminary Soils Report"for the property, prepared by a qualified geotechnical engineer. X 2. A "Preliminary Utility Plan"for the property, prepared by a qualified civil engineer. X 3. A"Water Rights Report"for the property prepared by a qualified water engineer or water attorney detailing the water rights appurtenant to and severed from the property and their historical use. Must include both surface (tributary) and subsurface (non- tributary and not non-tributary groundwater). X 4. A narrative "Statement of Community Need"for the proposed annexation and land use (zoning). X 5. A narrative "Statement of School Impact"to be obtained from the applicable school district regarding the effect of the annexation, including an estimate of the students generated and the capital construction required to educate such students. 6. Provide narrative statements "assessing the impact" of the annexation on all of the following. Explain fully in one or more paragraphs each of the items following the bold faced utility, service or issue: X 6.1 Water-service provider, projected usage, location of available service. X 6.2 Sewer- service provider, projected quantity generated, strength of effluent, location of available service, location and method of treatment. X 6.3 Natural Gas -service provider, projected usage, location of available service. X 6.4 Electric-service provider, projected usage, location of available service. X 6.5 Telephone-service provider, projected usage, location of available service. .^� X 6.6 Streets- integration with existing streets, street cross section if different from Town standard. X 6.7 Drainage- historic rainfall& drainage patterns, detention & retention areas, storm sewer, discharge to irrigation ditches,flood ways and flood plains. X 6.8 Law enforcement-service provider, special security needs, additional officers required,etc. X 6.9 Fire protection -service provider, special fire hazard, fire prevention, fire detection, fire lanes, emergency access, etc. X 6.10 Parks and recreation -conformance to Town park standards, openspace, active play area, sports fields,tot lots, trail system. X 6.11. Environmental considerations- environmentally sensitive areas, endangered species, significant habitats, etc. X 6.12 Economic development potential - residential, commercial and industrial opportunities, incentives available, etc. 7. Provide narrative statements "detailing compatibility with and/or difference"from any or all of the following. Explain fully in one or more paragraphs each of the items following the bold faced Town plan or policy:: X 7.1 Street Master Plan - location of arterials, collectors and internal local street circulation, etc. X 7.2 Subdivision Plan -variations and innovations in layout, clustering, patio homes, condominiums, apartments, open space, parks, trails, etc. X 7.3 Comprehensive Plan -compatibility with Comprehensive Plan, plan amendments that may be necessary for the proposed development, etc. X 7.4 Land Use Code-variations and innovations in layout,setbacks, space requirements, permitted uses, etc. X 7.5 Existing and adjacent land use- a review of adjacent uses, areas of compatibility or conflict, possible mitigation measures, etc. X 8. A"drainage report", prepared by a qualified civil engineer, including the following elements. This may be considered a'Preliminary Drainage Study.": 8.1 Impact of 100 year flood event on the site. 8.2 Discussion of site location, hydrology criteria, storm detention facilities,computations, and all design criteria to be used. 8.3 Methods and devices to stabilize cut and fill slopes. 8.4 Methods of prevention of soil erosion and sedimentation problems. 8.5 Alternatives and solutions to abate or minimize the effect of storm water on soil conditions on building sites (swelling soils, high groundwater, overlot drainage, etc.). 8.6 The position of any water courses together with all pertinent data regarding flows, height ,.� of banks, drainage area, wetlands, significant tree galleries. 8.7 Irrigation ditches traversing the study area. �i 9. Any"other documentation" required by the Town to deem the annexation request complete. ANNEXATION REVIEW PROCEDURE.The application will be processed by the town staff in the following steps, according to the"annexation schedule." (Schedule provided in the pre-applicaiton packet.) 1. Staff Review of Application and Supplemental Material. Staff(planner, engineer and attorney)will review the application for sufficiency and content. Staff prepares preliminary comments, requests for changes and corrections, and requests additional information as appropriate. The preliminary comments are given to the applicant to allow him an opportunity to make corrections, etc. The application is not forwarded to BOT until application is complete and/or impasse is reached in the negotiation of corrections or changes to the application. 2. Action by Board of Trustees upon Review of Petition. Staff refers the annexation petition to the Board of Trustees for consideration at a regular scheduled meeting. Municipal Annexation Act of 1965. [C.R.S. §31-12-108.] 2.1 Upon a finding of substantial compliance, adoption of the " Resolution of Intent to Annex," and referral to Planning &Zoning Commission for recommendations; or 2.2 Upon a finding that the annexation is not in substantial compliance, adoption of "Resolution Denying Annexation." 3. Action by Staff- Referral to State and Local Agencies. If"resolution of intent" is adopted, staff mails packets to referral agencies and sets the public hearings in accordance with the Annexation Schedule. 4. Action by Planning Commission upon Review of Petition. Staff refers the annexation petition to the Planning Commission for consideration at a scheduled meeting. 4.1 At a regular or special meeting of the Planning Commission to be held prior to the Board of Trustees statutory public hearing, the applicant presents his annexation proposal with supporting maps and documentation at a Public Hearing on the annexation and the zoning, if zoning was requested. Staff prepares packets consisting of applicant submitted material, responses from referral agencies, and staff recommendations. 4.2 Planning Commission recommends approval of annexation,with or without conditions; or 4.3 Planning Commission recommends denial of annexation; or 4.4 Planning Commission makes no recommendation on the annexation 5. Public Hearing- Board of Trustees. 5.1 At the Board of Trustees hearing, the applicant presents his annexation proposal with supporting maps and documentation at a Public Hearing on the annexation and the zoning, if zoning was requested. Staff prepares packets consisting of applicant submitted material, responses from referral agencies, Planning Commission recommendations and staff recommendations. Municipal Annexation Act of 1965. [C.R.S. §31-13-109]. 5.2 Following the Public Hearing,the Board of Trustees by Resolution adopts their findings by resolution favorable to the annexation or denying the annexation. Municipal Annexation Act of 1965[C.R.S. §31-13-110]. 5.3 If the Board of Trustees adopts a resolution favorable to the annexation, they set the Ballot Title and Election Date by Ordinance. 6. Adoption of Annexation by Ordinance. If annexation is approved at the election, adoption of the annexation is by ordinance. It becomes effective 30 days after publication. 7. Adoption of Land Use(Zoning)by Ordinance. If the annexation is approved at the election, adoption of the land use designation is by ordinance. It becomes effective 30 days after publication. If land use was not requested at the time of annexation, the applicant must process a separate land use change application to be accomplished within 90 days of the annexation. REQUIRED FILINGS TO COMPLETE THE ANNEXATION PROCESS. 1. The Town will record three signed, copies of annexation ordinance and three mylar annexation maps with Weld County Clerk and Recorder. The County will return one recorded copy of each to the Town Clerk and will file one copy of each with the State Department of Local Affairs. 2. The Town will file one signed, recorded copy of the annexation ordinance and annexation map with the Town Clerk for archiving with original annexation ordinance. 3. The Town will record the Special Warranty Deed for non-tributary water rights with the Weld County Clerk and Recorder. V +.: TOWN OF MEAD LAND USE CODE FORM D-2 CONCEPTUAL PLAN APPLICATION AND DECISION RECORD FOR A MAJOR LAND USE CHANGE Applicable Section(s): Copies Required: A. Conceptual Plan Submission Requirements. 1. Applicant's name, address and telephone number: SAHARA, INC. Thomas C. Mabey. P.E. Agent for : Miller Motor Sports Park, LLC 801 N. 500 W. Suite 300 West Bountiful , UT 84087 (801)298-7724 2. Legal description of the property proposed for the land use change: See Exhibit A 3. Proposed land use change located in Mead Performance District No. 1 . ,e` 4. Give a brief nonlegal description of the existing land use of the site and of the general character of the use of adjacent lands. The property requesting to be annexed is in Weld County, which is bounded by WCR 34 on the south, I-25 frontage road on the west, Great Western Railway on the north, and private farmland along the eastern edge, into the Town of Mead. It is adjacent to an existing recreational facility located at 4133 WCR 34, Platville, CO 80651. The property proposed for annexation is currently used for agricultural purposes. 5. Give a brief nonlegal description of the proposed land use change including the number of living units, type of home occupation proposed, the placement of a mobile home, etc. The proposed land use change will involve the expansion of existing recreational facility from the adjacent applicant owned property to the south. New development of the site will consist of widening and lengthening the existing racetrack to approximately 2.5 miles and providing track related architectural structures as follows: vintage racecar museum, control tower, restorative racing facility, and condo car garages. The site will also include spectator parking, bleachers, concessions, and restrooms. If the proposed land use change involves the annexation of land, the applicant must submit a petition and supporting documents in the form prescribed by C.R.S. 31-12-101, et seq. In addition,the applicant shall post a bond or other security as required by Section 17-1-4.1 of the Mead Land Use Code. See Petition for Annexation 6. Provide a sketch plan of the proposed land use change, including a site analysis consisting of a map, plot plan or diagram showing the total acreage, abutting landowners and land uses, streets, highways, utilities that will service the proposed development; and major physical features, including drainage and the location of natural hazards. [attach maps and sketches as necessary] D-2FORM.WP5 October 26.1995 1 1 /rte 7. A master development plan, if the land use change is proposed to be constructed in stages requiring separate reviews and approvals. Not Applicable 8. Provide an elevation drawing of the proposed structure(s) showing height and describing the exterior materials. [attach drawings as necessary] The project is currently undergoing studies of racetrack configuration. The conceptual plan denotes the proposed structures for the site. We will begin schematic design for the structure in the fall of 2001, and will provide the Town of Mead of any necessary drawings and descriptions buildings at that time. 9. The fiscal impact analysis, Form D-4. See Attached 10. Provide other information that the applicant believes will assist the Planning Commission and the Board of Trustees in making a fair decision. [attach additional sheets as necessary] A potential Tourist Destination and attraction that could generate more money spent in and around the area of the proposed project. A possible tax base increase if commercial events are held. 11. Signature of the Applicant: By this acknowledgment, the undersigned hereby certify that the above information is complete and true. (If the applicant is not the owner(s) of the subject property, the owner(s), mortgage and/or lienholder shall also sign the Application.) PRv Owner: �_� _1l , terstetate: �AY 11 2p,31 tiAHAkA, INC. Thomas C. Mabey. P.E. Agent for : Miller Motor Sports Par , LLC VTAA STATE OF SeL-6RA9O ) COUNTY OFQANIS ) SS. • ThThe foregoing instrument was acknowledged before me this (] , 20 O1 by Thom C.. KAR to LAG, BURTON My commission expires: $•2S-03 Notary Public Witness My hand and official seal. State of Utah K ,n My Commtasl0tt Expires Aug.25,2003 I�,tvlr 16 East 1600 South,Bountiful,Uf 84010 Notary Public *****************APPLICANT NOT TO WRITE BELOW THIS LINE******************* B. Review Agency Comments. 1. Building Official: 2. Town Engineer: 3. Town Attorney: D-2FORM W P5 October 26,1995 2 P"." 4. Other Referrals: C. Further information requested, if any: D. Action by the Planning Commission: 1. The application is complete. Yes[] No[ 2. The application is for a Major Land Use Change. Yes[] No[ 3. The requirements of the Mead Land Use Code have been satisfied (see attached Form D-5). Yes [ ] No[] 4. If the application is for the annexation of property, has the annexation question been submitted to, and approved by the electorate? Yes[] No[] 5. The application is: [ ]approved [ ]disapproved [ ]approved with the following conditions: a) b) c) (attach additional conditions as necessary) DONE by the Mead Planning Commission of Mead, Colorado, this day of , 20_ ATTEST: Secretary to the Commission Chairman E. Action by the Board of Trustees. 1. The application is complete. Yes[ ] No[ ] 2. The application is for a Major Land Use Change. Yes[ ] No[ ] 3. The requirements of the Mead Land Use Code have been satisfied (see attached Form D-5). Yes [ ] No [ ] 4. The application is: [ ]approved [ ]disapproved [ ]approved with the following conditions: a) D-2FORM W P5 October 26,1995 3 /•, b) c) (attach additional conditions as necessary) DONE by the Mead Board of Trustees of Mead, Colorado,this_day of ,20 ATTEST: Town Clerk Mayor D-2FOFM W P5 October 26,1995 4 • TOWN OF MEAD LAND USE CODE FORM D-4 FISCAL ANALYSIS (Required for all Conceptual and Final Applications) (for Major Land Use Changes) Applicable Section(s): Copies Required: Applicant's name, address and telephone number: SAHARA, INC. Thomas C. Mabey. P.E. Agent for : Miller Motor Sports Park, LLC 801 N.500 W.Suite 300 West Bountiful , UT 84087 (801)298-7724 Name of the Project: Continental Divide Race Park REVENUES. A. Recurring Revenues: 1. Property Tax. Market value all single family units [ N/A](1) x factor[ 10.36% 1(2)=Assessed Valuation [$0] Market value all multi-family units[N/A](1) x facto r[ 10.36% 1(�)=Assessed Valuation [$0] Market value all mobile home units[ N/A](1) x factor[ 10.36% ](2) =Assessed Valuation [$0] Market value all non-residential structures [$900,000 for racetrack improvements only]11f x factor[ 29% ](2) =Assessed Valuation [$261,000] Total Assessed Valuation [$261,000] Total Assessed Valuation [$261,000] x Town mill levy[ 21.355 mills ](3)=Town Property Tax Revenue [$5,573.66] Total Assessed Valuation [$261,000] x School mill levy[ 50.452 mills 1131 =School Property Tax Revenue [$13,167.97] 1'1 Developer's projected market value. (2)Call county assessor to determine what factor to use in order to obtain current assessed value of proposed development from market value in the area. (')Contact the Town Clerk for current factors. D-4FORM.WP5 October 26.1995 Total Assessed Valuation [$261000] x Fire District mill levy[ 9.624 mills ](J) = Fire District Property Tax Revenue [$2,511.86] Total Assessed Valuation [$261,000] x County mill levy[ 22.038 mills ](3)= County Property Tax Revenue [$5,751.92] Total Assessed Valuation $261,000] x all other mill levies 1 2.900 mills 1(6) =Other Property Tax Revenue [$756.90] Total Property Tax Revenue [$27,762.31] 2. Sales Tax. Population in the development[ N/A] x the last year's per capita collection [ $48.46 ](3) =total annual sales tax revenue [$0] 3. Water Revenue. Population in the development[ N/A]x the last year's per capita collection J $144.34 1(3) =total annual sales tax revenue [$0] 4. Sewer Revenue. Population in the development[ N/A] x the last year's per capita collection J $75.21 ](3) =total annual sales tax revenue [$0] 5. Other Revenue (taxes,fees, permits,etc.). Population in the development[ N/A]x the last year's per capita collection [ $65.80 1(3) =total annual sales tax revenue [$0] TOTAL RECURRING REVENUE [$27,762.31] B. One-Time Revenues. 1. Building Permits. Market value of structure(s) [N/A](1) x factor J $15.00 ](3) = building permit revenue [$0] 2. Use Taxes. Market value of structure(s) [ N/A](1) x 50%x 2% = use tax revenue [$0] (1)Developer's projected market value. ('1 Call county assessor to determine what factor to use in order to obtain current assessed value of proposed development from market value in the area. (3)Contact the Town Clerk for current factors. o-4FORM W P5 October 26,1995 3. Water Plant Investment. Total taps x factor[ $4.500.00 ]131=total PIF [$0] 4. Sewer Plant Investment. Total taps x factor[ $1.200.00 1131 =total PIF ($0] TOTAL ONE TIME REVENUE [$0] II. EXPENDITURES. A. Recurring Costs. 1. Street Maintenance. Acres in development[100.039] x 4%x factor[ $2.287.00 ](3) =total street maintenance costs [$9,151.57] 2. Police Protection. Projected population at full development[ WA] x per capita cost of police protection [ $23.87 ]13) =total police protection costs ($0] 3. General Government. Projected population at full development[ N/A] x per capita cost of general government[ $87.18 ](3) =total general government costs [$0] 4. Parks and Recreation. Projected population at full development[N/A] x per capita cost of park maintenance [$10.00 1131 =total park maintenance costs [$0] Projected population at full development[N/A] x per capita cost of recreation program J $0.00 ]13) =total recreation program costs [$0] 5. Water Treatment and Delivery. Projected population at full development[ N/A] x per capita cost of water treatment and delivery[ $221.42 ](31 =total water costs [$0] (t)Developer's projected market value. (2)Call county assessor to determine what factor to use in order to obtain current assessed value of proposed development from market value in the area. (3)Contact the Town Clerk for current factors. n. D-4FORM WP5 October 26,1995 6. Sewer Collection and Treatment. s" Projected population at full development[ N/A] x per capita cost of sewer collection and treatment f $100.20 1(31=total sewer costs [$0] 7. Storm Water and Drainage. Projected population at full development[ N/A] x per capita cost of storm water and drainage maintenance[ N/A](3)=total storm water costs [$0] TOTAL RECURRING COSTS [$9,151.57] B. One-Time Costs. 1. Park and Recreation. Projected population at full development[ N/A] x .001 facilities per capita x 5,000 sq.ft. x average cost per sq.ft.for recreation facilities J $65.00 1(3) =total recreation facilities costs [$0] 2. Water Plant. Projected population at full development[ N/A] x gallons per capita [ 220 1(31x cost per gallon of capacity f $5.50 1(3)=total cost of water plant ($0] 3. Sewer Plant. Projected population at full development[N/A] x gallons per capita [ 120 gal. f31 x cost per gallon of capacity f $3.50 ]131=total cost of sewer plant [$0] TOTAL ONE-TIME COSTS [$0] TOTAL RECURRING REVENUES [$27,762.31] TOTAL RECURRING EXPENDITURES [9,151.57] DIFFERENCE [18,610.74] TOTAL ONE-TIME REVENUES [$0] TOTAL ONE-TIME EXPENDITURES [$0] DIFFERENCE [$0] (1)Developer's projected market value. (4)Call county assessor to determine what factor to use in order to obtain current assessed value of proposed development from market value in the area. (3)Contact the Town Clerk for current factors. P4FORM WP5 0ctober26,1995 Ill. Signature of the Applicant. By this acknowledgment, the undersigned hereby certify that the above information is complete and true. (If the applicant is not the owner(s) of the subject property, the owner(s), mortgage and/or lienholder shall also sign the Application.) Owner:d nct )Q' >141-gDate: Cl/-° Larry Miller K Miller Motor Sports Park, LLC A licant: Date: MAY t‘ ,2C1J► SA Thomas C. Mabey. P.E. Agent for : Miller Motor Sports Park, LL V'i'AK STATE OF COLORADO) SS. COUNTYOFOAV\S ) The foregoing instrument was acknowledged before me this I ) t day of play , 20 01 by -rV1.ornas C. MIa.L,.e.i My commission expires: t•ZS -v3 Witness My hand and official seal. 40J-0.4.44 /f ^ ' !(AREA G. BURTONNotary Public E` Notary Public State of Utah My Commission Expires Aug.25.2003 16 East 1600 South,Bountiful,Ur 84010 STATE OF UTAH) SS.) COUNTY OF SALT LAKE �r The foregoing instrument was acknowledged before me this /�i7 day of May, 2001 for tet o-&ti cL _ , My commission expires: i is 2O04 Notary Publ)ic/ D-4FORM.WP5 October 26,1995 , TOWN OF MEAD LAND USE CODE FORM D-5 AGREEMENT FOR PAYMENT OF REVIEW AND DEVELOPMENT EXPENSES INCURRED BY THE TOWN THIS AGREEMENT, made and entered into this 1'�%ay of MA`( ,A.D. 2001, by and between ea�the TOWN OF MEAD, COLORADO, a municipal Corporation, hereinafter referred to as "the Town,"and Mtu..L,{c 1r�21Pc r, PARK C, hereinafter referred to as "the Owner," WITNESSETH: WHEREAS,the Owner owns of certain property situated in the County of Weld, State of Colorado, and legally described as follows, to-wit: See Exhibit A WHEREAS,the development process included all aspects of land use including but not limited to annexation, subdivision, change of land use and the installation of public improvements; and WHEREAS,the Owner desires to develop said property and has made application to the Board of Trustees of the Town of Mead for approval of ; and WHEREAS,the Parties hereto recognize that the land use fees as specified by the Municipal Code of the Town of Mead may not be adequate to fully cover the Town's expenses in considering the referenced application, including, but not limited to, legal publications, engineering services, attorney fees,consultant fees, reproduction of material, public hearing expenses and recording documents; and WHEREAS, the Parties hereto recognize that the Town will continue to incur expenses throughout the entire development process until final completion of the project, including but not limited to engineering services, attorney fees, consultant fees, reproduction of material, securing permits and easements; NOW,THEREFORE, in corisideration of the premises and of the mutual promises and conditions hereinafter contained, it is hereby agreed as follows: 1. FULL AND SEPARATE ACCOUNTING OF REVIEW AND DEVELOPMENT EXPENSES. The Town will maintain separate accounts of all monies expended as a result of the review of the above referenced application throughout the development process. Monthly statements of expenses incurred will be made available to the Owner by the Town. Expenses charged to the Owner's account shall include, but shall not be limited to legal publications, engineering services, attorney fees,consultant fees, reproduction of material, public hearing expenses, the securing of permits and easements and the recording of documents. 2. EXPENDITURE OF FEES PAID BY THE OWNER. The Town shall expend the monies collected from the Owner in the form of land use fees, in the payment of expenses incurred in processing the Owner's request, through the development process until final completion of the project, including, but not limited to, fees charged to the Town for legal publications, engineering services, attorney services, consultant services, reproduction of material, public hearing expenses, the securing of permits and easements and the recording of documents. D-59O11M W P5 October 26,1995 1 r 3. PAYMENT OF REVIEW AND OTHER EXPENSES BY THE OWNER. In the event that the Town incurs expenses for the review of the Owner's request,through the development process until final completion of the project, greater than the monies collected from the Owner in the form of land use fees, the Owner shall reimburse the Town for the additional expenses. Said reimbursement shall be made within ten (10)days of the Town submitting an invoice for the expenses. Failure by the Owner to pay within the specified time shall be cause for the Town to cease processing the application, or deny approval of the application, withhold the issuance of building permits or certificates of occupancy. 4. APPLICATION TERMINATION. Except where the law or an agreement with the Town provides otherwise, the Owner may terminate his application at any time by giving written notice to the Town. The Town shall immediately take all reasonable steps necessary to terminate the accrual of costs to the Owner e.g., notify newspapers to cancel publications, etc. The Owner will continue to be liable for all costs reasonably incurred by the Town to terminate the application. 5. COLLECTION OF FEES AND COSTS. If the Owner fails to pay the fees required herein when due,the Town may take those steps necessary and authorized by law to collect the fees due. The Town shall also be entitled to all court and attorney's fees, other costs incurred in collection and interest on the amount due at the rate of 18% per annum. IN WITNESS WHEREOF, the Town and the Owner have caused this Agreement to be duly executed on the day and year first above written. By this acknowledgment,the undersigned hereby certify that the above information is complete and true. (If the applicant is not the owner(s) of the subject property,the owner(s), mortgage and/or lienholder shall also sign the Application.) Owner:C7 ttA1 )4fi1 ≤//-( Larry Miller `LJtan.ej� `-Adezte � Miller Motor Parke Applicant: �- SAHARA, INC. Thomas C. Mabey. P.E. Agent for : Miller Motor Sports Park, LLC ATTEST: TOWN OF MEAD By Town Clerk Mayor jAlirkykSTATE OF COLORADO ) SS. COUNTY OF 'S:1`.v‘S ) The foregoing instrument was acknowledged before me this ) day of Atli , 200!by Thsmus C. Mabel rns My commission expires:8 K IA G. �RION Witness My hand and officia s I Nofary a' State ofPublic ,Utah Notary Public ,, My Commission Expires Aug.25,2003 , 16 East 1600 South,Bountiful,UT 84010 % , O-5FORM WP5 October25,1995 3- 2 STATE OF UTAH ) SS ) COUNTY OF SALT LAKE) The foregoing instru9.en was acknowledged before me this ///1i day of May, 2001 for „e4.44,.h.ti t f� • �l2 Ll� - My commission expires: 5-45-2003 �`� �'�'i v1 � l tar Public '�... 7. n i7nTE..�F ig -.0 SO.mm; FREE` rs�s,.l , MURRAY,U,". EC!ir 1.! f.,-2'n-e-,,nri r,onta.EXP.�t • J�� TOWN OF MEAD LAND USE CODE Form D-6 AGREEMENT FOR PAYMENT OF ANNEXATION ELECTION EXPENSES THIS AGREEMENT, made and entered into this \4 -day of IM A.D. 20 of , by and between the TOWN OF MEAD, COLORADO, a municipal Corporation, hereinafter referred to as "the Town," and D1tu5�t oro2 6c a.Ts PARK 1 t...LC. , hereinafter referred to as "the Applicant," WITNESSETH: WHEREAS,the Applicant is the owner of certain property situated in the County of Weld, State of Colorado, and legally described as follows, to-wit: See Exhibit A WHEREAS, the Applicant desires to annex said property and has made application to the Board of Trustees of the Town of Mead for approval of said annexation; and WHEREAS,the Parties hereto recognize that the annexation election fees as specified by the Municipal Code of the Town of Mead may not be adequate to fully cover the Town's expenses in conducting the required annexation election, including, but not limited to, legal publications, printing and supplies, election judge fees and attorney fees. NOW, THEREFORE, in consideration of the premises and of the mutual promises and conditions hereinafter contained, it is hereby agreed as follows: 1. FULL AND SEPARATE ACCOUNTING OF ANNEXATION ELECTION EXPENSES. The Town will maintain separate accounts of all monies expended in conducting the required annexation election. Statements of expenses incurred will be made available to the Applicant immediately following the election. Expenses charged to the applicant's account shall include, but shall not be limited to legal publications, printing and supplies, election judge fees and attorney fees. 2. EXPENDITURE OF FEES PAID BY THE APPLICANT. The Town shall expend the monies collected from the Applicant in the form of annexation election fees, in the payment of expenses incurred in the conduct of the required annexation election. 3. PAYMENT OF ANNEXATION ELECTION COSTS BY THE APPLICANT. In the event that the Town incurs expenses for the conduct of the required annexation election greater than the monies collected from the Applicant in the form of annexation election fees, the Applicant shall reimburse the Town for the additional expenses. Said reimbursement shall be made within ten (10) days of the Town submitting an invoice for the expenses. Failure by the Applicant to pay within the specified time shall be cause for the Town to cease processing the application and/or deny approval of the application. In the event that the Town incurs expenses for the conduct of the required annexation election that is less 0-6FORM W P5 October 26.1995 than those collected from the Applicant in the form of annexation election fees, the Town shall return to the Applicant those monies not spent. 4. APPLICATION TERMINATION. Except where the law or an agreement with the Town provides otherwise, the Applicant may terminate his application at any time by giving written notice to the Town. The Town shall immediately take all reasonable steps necessary to terminate the accrual of costs to the applicant, e.g., notify newspapers to cancel publications, etc. The Applicant will continue to be liable for all costs reasonably incurred by the Town prior to, and after, submitting a notice of termination. 5. COLLECTION OF FEES AND COSTS. If the Applicant fails to pay the fees required herein when due,the Town may take those steps necessary and authorized by law to collect the fees due. The Town shall also be entitled to all court and attorneys fees, other costs incurred in collection and interest on the amount due at the rate of 18% per annum. IN WITNESS WHEREOF, the Town and the Applicant have caused this Agreement to be duly executed on the day and year first above written. THE APPLICANT THE TOWN OF MEAD SAHARA, INC. Thomas C. Mabey. P.E. Agent for : Miller Motor Sports Park, LLC By \ \\§1 By Its 'PRFs,tcN-( 1 5.11.o Its And ATTEST: By By Its Its D-6FORMWP5 October26,1995 Exhibit A PARCEL I: THAT PORTION OF SECTION 11, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11 AS BEARING NORTH 00°28'37" EAST AND WITH ALL THE BEARINGS CONTAINED HEREIN RELATIVE THERETO. COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 11; THENCE ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 11; NORTH 00°28'37" EAST, 587.75 FEET TO THE SOUTHERLY LINE OF THE GREAT WESTERN RAILWAY; THENCE ALONG SAID SOUTHERLY LINE, NORTH 75°56'39" EAST (RECORD N. 75°50' E), 93.10 FEET TO THE TRUE POINT OF BEGINNING:THENCE CONTINUING ALONG SAID SOUTHERLY LINE, NORTH 75°56'39" EAST, 2648.61 FEET TO THE NORTH-SOUTH CENTERLINE OF SAID SECTION 11;THENCE ALONG SAID CENTERLINE, SOUTH 00°30'05"WEST 1789.30 FEET:THENCE SOUTH 89°29'55" EAST, 672.74 FEET;THENCE SOUTH 00°43'19"WEST, 794.32 FEET; THENCE NORTH 89°49'41"WEST, 300.00 FEET;THENCE NORTH 88°58'45"WEST, 82.76 FEET; THENCE NORTH 51°10'59"WEST, 2384.41 FEET; THENCE NORTH 90°00'00"WEST, 1004.00 FEET TO THE EASTERLY LINE OF INTERSTATE HIGHWAY 25; THENCE ALONG SAID EASTERLY LINE NORTH 03°35'37" EAST(RECORD N. 02°49'30" E.), 450.00 FEET TO THE TRUE POINT OF BEGINNING. COUNTY OF WELD, STATE OF COLORADO. PARCEL II: THAT PORTION OF SECTION 11, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M. WELD COUNTY, COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11 AS BEARING NORTH 00°28'37" EAST AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 11; THENCE ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 11, NORTH 00°28'37" EAST, 587.75 FEET TO THE SOUTHERLY LINE OF THE GREAT WESTERN RAILWAY; THENCE ALONG SAID SOUTHERLY LINE, NORTH 75°56'39" EAST (RECORD N. 75°50' E.), 93.10 FEET; THENCE ALONG THE EASTERLY LINE OF INTERSTATE HIGHWAY 25, SOUTH 03°35'37" WEST 450.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 90°00'00" EAST 1004.00 FEET; THENCE SOUTH 51°10'59" EAST, 2384.41 FEET; THENCE SOUTH 00°52'30" WEST, 510.57 FEET; TO THE NORTHERLY LINE OF THAT CERTAIN TRACT PLATTED AS A RECORDED EXEMPTION IN THE WELD COUNTY RECORDS; THENCE ALONG THE NORTHERLY AND WESTERLY LINES OF SAID RECORDED EXEMPTION THE FOLLOWING FOUR (4) COURSES AND DISTANCES; (1) SOUTH 89°33'46"WEST (RECORD N. 89°22'55"W.), 100.71 FEET; (2) SOUTH 56°42'25"WEST (RECORD N 55°37'52" E.),472.45 FEET; (3) SOUTH 00°53'32" WEST (RECORD S. 00°11'01" E.), 44.70 FEET; (4) SOUTH 36°08'28" EAST (RECORD S. 37°13'01" E.), 200.70 FEET; THENCE ALONG THE NORTHERLY LINES OF THE RATERINK SUBDIVISION THE FOLLOWING SIX (6) COURSES AND DISTANCES; (1) NORTH 81°18'32"WEST, 394.61 FEET(2) NORTH 57°3028"WEST, 429.00FEET; (3) NORTH 46°57'37"WEST 1096.31 FEET; (4) NORTH 43°49'10"WEST, 1083.51FEET; (5) NORTH 22°30'04"WEST, 367.60 FEET; (6) NORTH 89°20'28"WEST, 50.00 FEETTO THE EASTERLY LINE OF INTERSTATE HIGHWAY 25; THENCE ALONG SAID EASTERLY LINE THE FOLLOWING TWO (2) COURSES AND DISTANCES; (1) PARALLEL WITH AND 50.00 FEET PERPENDICULARLY EAST OF THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11, NORTH 00°28'37" EAST 28.94 FEET; (2) NORTH 03°35'37" EAST (RECORD N. 02°49'30" E.), 283.35 FEET TO THE TRUE POINT OF BEGINNING, COUNTY OF WELD, STATE OF COLORADO. CONTAINING AN AREA OF 100.039 ACRES MORE OR LESS. TRANSMITTAL Date: May 14,2001 Project No.: 0140700 • Dav i s Project Name: Keystone Farm Annexation Partnershi•Archit= is To: Town of Mead Attn: Gary West We are sending you the following material: O HEREWITH O UNDER SEPARATE COVER O BY MESSENGER O VIA FEDERAL EXPRESS Copies Sheet No. Description 1 Application fee—annexation(non-refundable)$300.00 1 Application fee—concept plan(non refundable)$50.00 1 Engineering plans check fee(non-refundable)$350.00 1 Cash deposit(refundable)for reimbursement to Town's cost of processing application,publication, and mailed notices,legal and consulting fees $1500.00 1 Cash deposit for election costs(refundable)$500.00 Comments: Gary, We have provided to the Town the above listed payments for the Annexation Process. From: Wendi J. Swanson,AIA Copy to: File P.\SAHARA1014O7UNPLANNING Veeirvns.doc Davis Partnership P.C.,Architects Denver Office: 2301 Blake Street Suite 100 Denver Colorado 80205-2108 303.861.8555 Fox 303.861.3027 Vail Office:0137 Main Street Unit C106 P.O.Box 2711 Edwards Colorado 81632 970.926.8960 FaK 970.926-8961 ANN, SAHARA,. April 30, 2001 Board of Trustees Town of Mead Re: Letter of Intent to annex property in Weld County,which is bounded by WCR 34 on the south, 1-25 frontage road on the west, Great Western Railway on the north, and private farmland along the eastern edge, into the Town of Mead, and to expand the existing recreational facility at 4133 WCR 34, Platville, CO 80651. Dear Board of Trustees, The existing racetrack in The Town of Mead is approximately 1.25 mile in length. It is the intent of Miller Motor Sports Park, LLC to expand the existing recreational facility and create a ionizer and safer facility. The expanded track will use land currently owned by Miller Motor Sport Park, LLC which is located in Weld County. The expanded racetrack will be approximately 2.3 to 2.5 miles in length and will incorporate new safety devices and structures. Alan Wilson. at Wilson Motorsport, and Davis Partnership (architects) will be involved in the design of the expanded facility. Both of these firms are Colorado-based and are well known and respected in their fields. Alan has designed world-class racing facilities throughout the world. We are lucky to have him as a part of this project. Davis Partnership is one of Colorado's largest and premier architectural firms. Its role will be to coordinate the overall project design and design any additional structures within the facility. The design concept for the facility will be to create the nostalgic atmosphere of a 1950/1960's racetrack. The initial phase of the expanded recreational facility will include increasing the track length, widening the existing track as appropriate, landscaping, and adding new and improved safety features. The plan for future phases include adding other track-related facilities, such as relocating the "Shelby American Museum' to the site: relocating the Murray Racing facility (which restores vintage Shelby race cars) to the site: building garages: paddock: spectator parking; bleachers: concessions: restrooms; and other related facilities. Sahara, Inc. 4 801 North 500 West, Suite 300 a W. Bountiful, Utah 84087 a Phone (801)298-7724 A Fax (801)298-2791 SAI4ARA.. The facility is initially planned as a place to showcase. test and race vintage racecars. It will continue to host other motor sporting events (An example is the popular youth event called. "The Junior Drag Program 1. The expanded track will have the potential to accommodate world-class spectator events. Many events would provide additional tax revenues through the sale of tickets and concessions. The track facility currently operates about 75-100 days per year, April through October. The expanded facility has the potential to attract additional events and usage. Typical operating hours on event days would be from 7:00 am until 7:00 pm. During non-event days, the track will be used, from time to time, for testing and practice sessions. We want this recreation facility to continue to be a good neighbor and an asset to the community. Our goal is to have a safe, wholesome environment for all ages to enjoy. By improving and expanding the existing racetrack, we feel that we can accomplish this goal and potentially become an even greater asset to the Town of Mead and its people. Thank you for your time and consideration in this matter. Sincerely, SAHARA, INC. Agent for: Miller Motor Sports Park, LLC Thomas C. Mabee, P.E. President Sahara, Inc. A 801 North 500 West. Suite 300 A W. Bountiful, Utah 84087 A Phone (801(298-7724 A Fax (801)298-2791 KEYSTONE FARM PETITION FOR ANNEXATION TO: THE BOARD OF TRUSTEES OF THE TOWN OF MEAD, COLORADO: I, Larry Miller of Miller Motor Sports Park, LLC, the undersigned landowner, in accordance with Colorado law, hereby petition the Town of Mead and its Board of Trustees for annexation to the Town of Mead of the following described unincorporated territory located in the County of Weld and State of Colorado, to-wit: See Exhibit A As part of this petition, your petitioner further states to the Board of Trustees of Mead, Colorado, that: 1 . It is desirable and necessary that the territory described in Exhibit A be annexed to the Town of Mead. 2. The requirements of C.R.S. sections 31-12-104 and 31-12-105, as amended, exist or have been met in that: a. Not less than one-sixth of the perimeter of the area proposed to be annexed is contiguous with the Town of Mead or will be contiguous with the Town of Mead within such time as required by 31-12-104. b. A community of interest exists between the area proposed to be annexed and the Town of Mead. c. The area proposed to be annexed is urban or will be urbanized in the near future. d. The area proposed to be annexed is integrated with or is capable of being integrated with the Town of Mead. e. No land within the boundary of the territory proposed to be annexed which is held in identical ownership, whether consisting of one tract or parcel of real estate or two or more contiguous tracts or parcels of real estate, has been divided into separate parts or parcels without the written consent of the landowner or landowners thereof, unless such tracts or parcels were separated by a dedicated street, road or other public way. f. No land within the boundary of the area proposed to be annexed which is held in identical ownership, comprises twenty acres or more, and which, together with the buildings and improvements situated thereon has an assessed value in excess of two hundred thousand dollars ($200,000.00) for ad valorem tax purposes for the year next preceding the annexation, has been included within the area proposed to be annexed without the written consent of the landowner or landowners. g. No annexation proceedings have been commenced for any portion of the territory proposed to be annexed for the annexation of such territory to another municipality. h. The annexation of the territory proposed to be annexed will not result in the detachment of area from any school district. i. The annexation of the territory proposed to be annexed will not have the effect of extending the boundary of the Town of Mead more than three miles in any direction from any point of the boundary of the Town of Mead in any one year. j. Prior to completion of the annexation of the territory proposed to be annexed, the Town of Mead will have in place a plan for that area, which generally describes the proposed: Location, character, and extent of streets, subways, bridges, waterways, waterfronts, parkways, playgrounds, squares, parks, aviation fields, other public ways, grounds, open spaces, public utilities, and terminals for water, light, sanitation, transportation, and power to be provided by the Town of Mead; and the proposed land uses for the area; such plan to be updated at least once annually. k. In establishing the boundary of the territory proposed to be annexed, if a portion of a platted street or alley is to be annexed, the entire width of the street or alley has been included within the territory to be annexed. The Town of Mead will not deny reasonable access to any landowners, owners of any easement, or the owners of any franchise adjoining any platted street or alley which is to be annexed to the Town of Mead but is not bounded on both sides by the Town of Mead. 3. The owners of more than fifty percent of the area proposed to be annexed, exclusive of dedicated streets and alleys, have signed this petition and hereby petition for annexation of such territory. 4. Accompanying this petition are four copies of an annexation map containing the information following: a. A written legal description of the boundaries of the area proposed to be annexed; b. A map showing the boundary or the area proposed to be annexed, said map prepared and containing the seal of a registered engineer; c. Within the annexation boundary map, a showing of the location of each ownership tract in unplatted land and, if part or all of the area is platted, the boundaries and the plat numbers of plots or of lots and blocks; r^ d. Next to the boundary of the area proposed to be annexed, a drawing of the contiguous boundary of the Town of Mead and the contiguous boundary of any other municipality abutting the area proposed to be annexed, and a showing of the dimensions of such contiguous boundaries. 5. Upon the Annexation Ordinance becoming effective, all lands within the area proposed to be annexed will become subject to all ordinances, rules and regulations of the Town of Mead, except for general property taxes of the Town of Mead which shall become effective as the January 1 next ensuing. 6. The zoning classification (land use) requested for the area proposed to be annexed is to Expand an Existing Recreational Facility in Performance District 1 . WHEREFORE, the following petitioner respectfully requests that the Town of Mead, acting through its Board of Trustees, approve the annexation of the area proposed to be annexed. By this acknowledgment, the undersigned hereby certify that the above information is complete and true. (If the applicant is not the owner(s) of the subject property, the owner(s), mortgage and/or lienholder shall also sign the Application.) Owner: C:44,4 "`e ?AS Date: S /-� / l haurrMilier Law rt&ca 0/. Kiley- Mil ler Miller Motor Sports Park, J v` Applicant: \� 4Rft,p$sr Date: MA`( 11, 2001 SAHARA, INC. Thomas C. Mabey. P.E. Agent for : Miller Motor Sports Park, LLC L&-TA A STATE OFC.OL9^ADQ SS. COUNTY OF itAV1S The foregoing instrument was acknowledged before me this 11441 day ofMt1„�t , 200 t by "t'ln.ov�na6 L. IAA a y J My commission expireS: $.2c.0 I y . nCA+ /a Witness My hand and official seal. W� Notary Public ''' ICARLA G. BURTON Notary Public State of Utah t My Commission Expires Aug.25,2003 16 East 1600 South,Bountiful,UT 84010 STATE OF UTAH SS ) COUNTY OF SALT LAKE) The for going inst ment was acknowle ged before me this // ik day of May, 2001 for y commission expires: 5-R5-2003 Notary Public i 7 Sri, G % ��a�ET/Or OF ffrxH 1 C . [_ JT. E r 1 Landowner/Petitioner Date Signed Legal Description Mailing Address of Land Owned Larry Miller May 14, 2001 See Exhibit A Miller Motor Sports, LLC 9350 S. 150 E Sandy, UT 84070 n r AFFIDAVIT OF CIRCULATOR STATE OF COLORADO ss. COUNTY OF Davis Partnership Architects, being first duly sworn upon oath, deposes and says that (he or she) was the circulator of this Petition for Annexation of lands to the Town of Mead, Colorado, consisting of eight pages including this page and that each signature hereon was witnessed by your affiant and is the signature of the person whose name it purports to be. Circulator STATE OF COLORADO SS. COUNTY OF The foregoing instrument was acknowledged before me this day of , 200 by My commission expires: Witness My hand and official seal. Notary Public COMMITMENT FOR TITLE INSURANCE SCHEDULE A Commitment Number 17505CWX Revision Number PROPERTY ADDRESS: SCHEDULE #: 1. Effective date: MAY 17, 2001 at 8:00 A.M. 2. Policy or policies to be issued: Amount Premium A. ALTA Owner's Policy - Proposed Insured: B. ALTA Loan Policy - Proposed Insured: C. ALTA Loan Policy - Proposed Insured: TOTAL $0.00 3. The estate or interest in the land described or referred to in this commitment and covered herein is FEE SIMPLE and title thereto is at the effective date hereof vested in: MILLER MOTOR SPORTS, L.L.C. , A UTAH LIMITED LIABILITY CORPORATION 4. The land referred to in this commitment is described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE. ZO " d i ONId33NION3 )IHVd VSS = LO IO-IZ-unr Case No: 17505CWR EXH282T ••A•° PARCEL I: THAT PORTION OF SECTION 11, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M. , WELD COUNTY, COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11 AS BEARING NORTH 00°28.37" EAST AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 11; THENCE ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 11; NORTH 00°28'37" EAST, 587 .75 FEET TO THE SOUTHERLY LINE OF THE GREAT WESTERN RAILWAY; THENCE ALONG SAID SOUTHERLY LINE, NORTH 75°56.39" EAST (RECORD N. 75°50' E), 93.10 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTHERLY LINE, NORTH 75°56 .39" EAST, 2648.61 FEET TO THE NORTH-SOUTH CENTERLINE OF SAID SECTION 11; THENCE ALONG SAID CENTERLINE, SOUTH 00°30'05" WEST 1789.30 FEET; THENCE SOUTH 89°29'55" EAST 672.74 FEET; THENCE SOUTH 00°43 ' 19" WEST, 794.32 FEET; THENCE NORTH 89°49 .41" WEST, 300.00 FEET, THENCE NORTH 88°58'45" WEST, 82.76 FEET; THENCE NORTH 51°10.59" WEST, 2384.41 FEET; THENCE NORTH 90°00'00" WEST, 1004.00 FEET TO THE EASTERLY LINE OF INTERSTATE HIGHWAY 25; THENCE ALONG SAID EASTERLY LINE NORTH 03°35'37" EAST (RECORD N. 02°49'30" E.) , 450.00 FEET TO THE TRUE POINT OF BEGINNING. COUNTY OF WELD, STATE OF COLORADO. PARCEL II: .� THAT PORTION OF SECTION 11, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M. WELD COUNTY, COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11 AS BEARING NORTH 00°28'37" EAST AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 11; THENCE ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 11, NORTH 00°28'37" EAST, 587 .75 FEET TO THE SOUTHERLY LINE OF THE GREAT WESTERN RAILWAY; THENCE ALONG SAID SOUTHERLY LINE, NORTH 75°56'39" EAST (RECORD N. 75°50' E.) , 93.10 FEET; THENCE ALONG THE EASTERLY LINE OF INTERSTATE HIGHWAY 25, SOUTH 03°35'37" WEST, 450.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 90°00'00" EAST 1004.00 FEET; THENCE SOUTH 51°10'59" EAST, 2384.41 FEET; THENCE SOUTH 00°52 '30" WEST, 510.57 FEET; TO THE NORTHERLY LINE OF THAT CERTAIN TRACT PLATTED AS A RECORDED EXEMPTION IN THE WELD COUNTY RECORDS; THENCE ALONG THE NORTHERLY AND WESTERLY LINES OF SAID RECORDED EXEMPTION THE FOLLOWING FOUR (4) COURSES AND DISTANCES; (1) SOUTH 89°33'46" WEST (RECORD N. 89°22'55" W.) , 100.71 FEET; (2) SOUTH 56°42'25" WEST (RECORD N 55°37 '52" E.) , 472.45 FEET; (3) SOUTH 00°53'32" WEST (RECORD S. 00°11'01" E.) , 44.70 FEET; (4) SOUTH 36°08'28" EAST (RECORD S. 37°13.01" E.) , 200.70 FEET; THENCE ALONG THE NORTHERLY LINES OF THE RATERINR SUBDIVISION THE FOLLOWING SIX (6) COURSES AND DISTANCES; (1) NORTH 81°18'32" WEST, 394.61 FEET (2) NORTH 57°30'28" WEST, 429 .00 FEET; (3) NORTH 46°57 '37" WEST 1096.31 FEET; (4) NORTH 43°49 '10" WEST, 1083.51 FEET; (5) NORTH 22°30'04" WEST, 367.60 FEET; (6) NORTH 89°20'28" WEST, 50.00 FEET TO THE EASTERLY LINE OF INTERSTATE HIGHWAY 25; THENCE ALONG SAID EASTERLY LINE THE FOLLOWING TWO (2) COURSES AND DISTANCES; (1) PARALLEL WITH AND 50.00 FEET PERPENDICULARLY EAST OF THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11, NORTH 00°28'37" EAST 28.94 FEET; (2) NORTH 03°35'37" EAST (RECORD N. 02°49 '30" E.) , 283.35 FEET TO THE TRUE POINT OF BEGINNING, COUNTY OF WELD, STATE OF ,.� COLORADO. £O ' d I ONIL133NION3 >RiVd t(139 LO IO- IZ-unr Commitment Number: 175O5CWK SCHEnULE Et-1 Rac2ziramanta The following are to be complied with: Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Proper instrument (s) creating the estate or interest to be insured must be executed and duly filed for record, to-wit: A. NOTE: THIS IS AN INFORMATIONAL COMMITMENT ONLY. b0 ' d i 9NI133NI9N3 >(HVd V6S LO TO- la-uric Commitment Number 17505CWK SCHEDULE B-2 Exaoptions The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 1. Rights or claims of parties in possession not shown by the public records. 2 . Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortages in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records . 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. Unpatented mining claims: reservations or exceptions in patents or in Acts authorizing the issuance thereof, water rights, claims or title to water; NOTE: Item no. 6 of the above will not appear on the Lender's Policy (if any) to be issued hereunder. ��. 7. Any and all unpaid taxes, assessments and unredeemed tax sales. 8. RESERVATION BY THE GRANTOR, FOR A PERIOD OF 15 YEARS, A 50% INTEREST IN ALL OIL AND GAS ROYALTIES FROM ANY EXISTING OR FUTURE LEASES AS CONTAINED IN DEED RECORDED JANUARY 10, 1995 IN BOOK 1475, PAGE 304, RECEPTION NO. 2422395 (PARCEL II) . 9. RESERVATION BY THE GRANTOR, FOR A PERIOD OF 15 YEARS, A 50% INTEREST IN ALL OIL AND GAS ROYALTIES FROM ANY EXISTING OR FUTURE LEASES AS CONTAINED IN DEED RECORDED JANUARY 10, 1995 IN BOOK 1475, PAGE 305, RECEPTION NO. 2422396 (PARCEL I) . 10. ANY EXISTING LEASES OR TENANCIES. 11. WATER, WATER RIGHTS, CLAIMS OF TITLE OR INTEREST IN WATER. 12. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS CONTAINED IN THAT CERTAIN EASEMENT AND RIGHT OF WAY AGREEMENT RECORDED JANUARY 17, 1996 IN BOOK 1527 AT PAGE 829 AT RECEPTION NO. 2472231. THE ROUTE OF SAID EASEMENT AND RIGHT OF WAY BEING AS MORE FULLY DESCRIBED THEREIN. 13. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS CONTAINED IN THAT CERTAIN PIPELINE EASEMENT AGREEMENT RECORDED FEBRUARY 8, 1996 IN BOOK 1531 AT PAGE 461 AT RECEPTION NO. 2475607. r'‘ 9O - d i ONIN33NION3 >RIVd V6S : LO LO-tZ-unr 14. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS CONTAINED IN THAT �.� CERTAIN PIPELINE EASEMENT AGREEMENT RECORDED SEPTEMBER 27, 1996 IN BOOK 1569 AT PAGE 113 AT RECEPTION NO. 2513025. 15. RIGHT OF WAY FOR LATERAL DITCH PURPOSES AS GRANTED TO MARTHA E. MCKAY BY INSTRUMENT RECORDED FEBRUARY 14, 1927 IN BOOK 772 AT PAGE 563, SAID RIGHT OF WAY NOT BEING SPECIFICALLY DEFINED. 16. RIGHT OF WAY EASEMENT AND AGREEMENT FOR COMMUNICATION AND OTHER FACILITY PURPOSES AS GRANTED TO THE MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY, A COLORAO CORPORATION BY INSTRUMENT RECORDED APRIL 20, 1972 IN BOOK 666 AT RECEPTION NO. 1588043, SAID RIGHT-OF-WAY EASEMENT BEING A TEN FOOT WIDE PERMANENT EASEMENT LOCATED IN THE SW 1/4 OF SECTION 11, SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE WESTERLY 10 FEET OF THE SOUTHERLY 1,432 FEET AND TEE SOUTH 10 FEET OF THE WESTERLY 35 FEET OF THE SW 1/4 OF SAID SECTION 11 LYING ADJACENT TO AND PARALLEL WITH THE EASTERLY AND NORTHERLY RIGHT OF WAY OF INTERSTATE HIGHWAY NO. 25. (PARCEL II) . 17. RIGHT OF WAY FOR PIPE LINE PURPOSES AS GRANTED TO WYCO PIPE LINE COMPANY, A DELAWARE CORPORATION BY INSTRMENT RECORDED MARCH 13, 1947 IN BOOK 1199 AT PAGE 397, SAID RIGHT OF WAY NOT BEING SPECIFICALLY DEFINED. 18. RIGHT-OF-WAY EASEMENT FOR PIPE LINE PURPOSES AS GRANTED TO DARENCO, INC. , BY INSTRUMENT RECORDED DECEMBER 8, 1983 IN BOOK 1015 AT RECEPTION NO. 1949467, SAID RIGHT OF WAY EASEMENT NOT BEING SPECIFICALLY DEFINED. 19. DISCREPANCIES IN EXISTING FENCES AND BOUNDARY LINES WITH NEIGHBORING PROPERTY OWNERS ALONG THE SOUTHEASTERLY PROPERTY LINE OF SUBJECT PROPERTY AS SHOWN ON ALTA LAND TITLE SURVEY PREPARED BY JAMES M. PECK, JOB NO. 004-00-069, DATED DECEMBER 7, 2000, REVISED MARCH, 2001. 20. ENCROACHMENT OF UNDERGROUND CABLE ALONG THE I-25 RIGHT OF WAY IN THE NORTHWEST CORNER OF SUBJECT PROPERTY AS SHOWN ON ALTA LAND TITLE SURVEY PREPARED BY JAMES M. PECK, JOB NO. 004-00-069, DATED DECEMBER 7, 2000, REVISED MARCH, 2001. r 90 -d i ONIN33NION3 >I8Vd V00 :80 LO-iZ-uriC Commitment Number 17505CWK DISCLOSURE ATTACHMENT Note (1) Colorado Insurance regulations 89-2, Paragraph C of Article VII requires that "Every title entity shall be responsible for all matters which appear of public record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed." Note (2) Exception number 4 of Schedule B, Section 2 may be deleted from the Owner' s Policy upon compliance with the following conditions: A. The land described in Schedule A of this Commitment must be a single family residence, including a condominium or Townhouse unit . B. No labor nor materials must have been furnished by mechanics or materialmen for purposes of construction on the land described in Schedule A of this Commitment within the past 13 months . �.� C. Receipt of this Company of an appropriate affidavit indemnifying it against unfiled mechanic' s and materialmen' s liens . D. Any deviation from conditions A through C above are subject to any additional requirements of information as the Company may deem necessary. Note (3) Pursuant to Colorado Revised Statutes 10-11-122 we are making you aware of the following: (i) The subject property may be located in a special taxing district; (ii) A certificate of taxes due listing each taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurer' s authorized agent; (iii) Information regarding special districts and the boundaries of such districts may be obtained from the Board of county Commissioners, the County Clerk and Recorder, or the County Assessor. LO ' d I ONIN33NION3 >RJVd V00 :8O iO- [3-unr JJN-Y6-u! wti CY ;4 AM FAX: F'AGr 1 COMMITMENT FOR TITLE INSURANCE �.., SCH tnuLE A Commitment Number 17505CN6 Revision Number PROPERTY ADDRESS: SCHEDULE f: 1. Effective date: MAY 17, 2001 at 8:00 A.M. 2. Policy or policies to be issued: Amount Premium A. ALTA Owner's Policy - Proposed insured: B. ALTA Loan Policy - Proposed Insured: C. ALTA Loan Policy - Proposed Insured: TOTAL $0.00 3. The estate or interest in the land described or referred to in this commitment and covered herein is FEE SIMPLE and title thereto is at the effective date hereof vested in: MILLER MOTOR SPORTS, L.L.C. , A UTAH LIMITED LIABILITY CORPORATION 4. The land referred to in this commitment is described as follows: SEE EXHIBIT 'A^ ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE. 8(3 " d I ONITJ33NION3 >IUVd VIO =80 IO- IZ-UfC JUN- b-01 rfttl 97: 14 AM FAX: PAGE 2 Case No: 175O5CWR EXHIBIT "A" PARCEL I: TEAT PORTION OF SECTION 11, TOWNSHIP 3 NORTH, RANGE 68 WEST OF TIE 6TH P.M. , WELD COUNTY, COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS; CONSIDERING THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11 AS BEARING NORTH 00°28.37" EAST AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. COMMENCING AT THE NEST QUARTER CORNER OF SAID SECTION 11; THENCE ALONG THE WEST LIME OF THE NORTHWEST QUARTER OF SAID SECTION 11; NORTH 00°28'37" EAST, 587.75 FEET TO THE SOUTHERLY LINE OF THE GREAT WESTERN RAILWAY; THENCE ALONG SAID SOUTHERLY LINE, NORTH 75°56'39" EAST (RECORD N. 75°50' E), 93.10 FEET TO TEE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTHERLY LINE, NORTH 75°56'39" EAST, 2648.61 FEET TO THE NORTH-SOUTH CENTERLINE OF SAID SECTION 11; THENCE ALONG SAID CENTERLINE, SOUTH 00°30'05" WEST 1789.30 FEET; THENCE SOUTH 89°29'55" EAST 672.74 FEET; THENCE SOUTH 00'43'19" WEST, 794.32 FEET; THENCE NORTH 89°49'41" WEST, 300.00 PEET, THENCE NORTH 88°58'45" WEST, 82.76 FEET; THENCE NORTH 51°10'59" WEST, 2384.41 FEET; THENCE NORTH 90°00.00" WEST, 1004..00 FEET TO TEE EASTERLY LINE OF INTERSTATE HIGHWAY 25; THENCE ALONG SAID EASTERLY LINE NORTH 03°35.37" EAST (RECORD N. 02°49.30" E.), 450.00 FEET TO THE TRUE POINT OF BEGINNING. COUNTY OF WELD, STATE or COLORADO. PARCEL II: TEAT PORTION OF SECTION 11, TOWNSHIP 3 NORTH, RANGE 68 WEST OP THE 6TH P.M. WELD COUNTY, COLORADO, MORE.PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING TEE WEST LINE OF.TEE SOUTHWEST.QUARTER OF SAID SECTION 11 AS BEARING NORTH QO°28'37" EAST AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. COMMENCING AT TEE WEST QUARTER CORNER OF SAID SECTION 11; THENCE ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 11, NORTH 00°28.37" EAST, 587.75 FRET TO TEE SOUTHERLY LINE OF TEE GREAT WESTERN RAILWAY; THENCE ALONG SAID SOUTHERLY LINE, NORTH 75°56.39" EAST (RECORD N. 75.50' E.), 93.10 FEET; THENCE ALONG THE EASTERLY LINE OF INTERSTATE HIGHWAY 25, SOUTH 03°35'37" WEST, 450.00 FEET TO THE TRUE POINT of BEGINNING; THENCE SOUTH 90°00.00" EAST 1004.00 FEET; THENCE SOUTH S1°10'59" EAST, 2384.41 FEET; THENCE SOUTH 00°52'30" NEST, 510.57 FEET; TO THE NORTHERLY LINE OF THAT CERTAIN TRACT PLATTED AS A RECORDED EXEMPTION IN THE WELD COUNTY RECORDS; THENCE ALONG THE NORTHERLY AND WESTERLY LINES OP SAID RECORDED EXEMPTION THE FOLLOWING FOUR (4) COURSES AND DISTANCES; (1) SOUTH 89'33'46" WEST (RECORD N. 89°22'55" W.), 100.71 FEET; (2) SOUTH 56°42'25" WEST (RECORD H 55'37 '52" E. ), 472.45 FEET; (3) SOUTH 0O°53.32" WEST (RECORD S. 00°11.01" E.), 44.70 FEET; (4) SOUTH 36°08'28" EAST (RECORD S. 37°13'01" E.), 200.70 FEET; THENCE ALONG THE NORTHERLY LINES OF THE RATERINK SUBDIVISION THE FOLLOWING SIX (6) COURSES AND DISTANCES; (1) NORTH 81°18'32" WEST, 394.61 FEET (2) NORTE 57.30.28" NEST, 429.00 FEET; (3) NORTH 46°57'37" WEST 1096.31 FEET; (4) NORTH 43'49'10" WEST, 1083.51 FEET; (5) NORTH 22°30.04" WEST, 367.60 FEET; (6) NORTH 89°20'26" WEST, 50.00 FEET TO THE EASTERLY LINE OF INTERSTATE HIGHWAY 25; THENCE ALONG SAID EASTERLY LINE THE FOLLOWING TWO (2) COURSES AND DISTANCES; (1) PARALLEL WITH AND 50.00 FEET PERPENDICULARLY EAST OF THE WEST LINE OF TICE SOUTHWEST QUARTER OF SAID SECTION 11, NORTH 00°28'37" EAST 28.94 FEET; (2) NORTE 03°35'37" EAST (RECORD N. 02°49'30" E.), 283.35 FEET TO THE TRUE POINT OF BEGINNING, COUNTY OF WELD, STATE OF COLORADO. 60 'd i eNIHD3NI9NA )IUVd Hi0 =80 IO-1Z-unr !my-1)0-U! d"_U U/: !4 P.M FAX: PAGE Commitment Number: 17505CNK SCHEDULE H—1 Requi=smart S The following are to be complied with: Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to-wit: A. NOTE: THIS IS AN INFORMATIONAL CONNIThENT ONLY- • 01 - d I 0NI2133NION3 >12(dd V10 :80 iO-IZ-unr N-UD-U! nt9 G/: 14 AM FAX PAGE 4 Commitment Number 175O5CWK SCHEDULE 8-2 Exceptions The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 1- Rights or claims of parties in possession not shown by the public records . 2. Easements, or claims of easements, not shown by the public records . 3. Discrepancies, conflicts in boundary lines, shortages in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof, water rights, claims or title to water; NOTE: Item no. 6 of the above will not appear on the Lender's Policy (if any) to be issued hereunder. 7. Any and all unpaid taxes, assessments and unredeemed tax sales. A. RESERVATION BY THE GRANTOR, FOR A PERIOD OF 15 YEARS, A 50% INTEREST IN ALL OIL AND GAS ROYALTIES FROM ANY EXISTING OR FUTURE LEASES AS CONTAINED IN DEED RECORDED JANUARY 10, 1995 IN BOOK 1415, PAGE 304, RECEPTION NO. 2422395 (PARCEL II). 9. RESERVATION BY TEE GRANTOR, FOR A PERIOD OP 15 YEARS, A 50% INTEREST IN ALL OIL AND GAS ROYALTIES FROM ANY EXISTING OR FUTURE LEASES AS CONTAINED IN DEED RECORDED JANUARY 10, 1995 IN BOOK 1475, PAGE 305, RECEPTION NO. 2422396 (PARCEL I) . 10. ANY EXISTING LEASES OR TENANCIES. 11. WATER, WATER RIGHTS, CLAIMS OF TITLE OR INTEREST IN WATER. 12. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS CONTAINED IN THAT CERTAIN EASEMENT AND RIGHT OF NAY AGREEMENT RECORDED JANUARY 17, 1996 IN BOOK 1527 AT PAGE 629 AT RECEPTION NO. 2472231. THE ROUTE OF SAID EASEMENT AND RIGHT OF WAY BEING AS MORE FULLY DESCRIBED TREREIN. 13. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS CONTAINED IN TEAT CERTAIN PIPELINE EASEMENT AGREEMENT RECORDED FEBRUARY 9, 1996 10 BOOK 1531 AT PAGE 461 AT RECEPTION NO. 2475607. II -a I ONI2133NION3 NIAVd VZ0 :20 IO-IZ-unr u;v Gb UI PItG IP: I5 AM FAX: FAG£ 5 ,0" 14. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS CONTAINED IN THAT CERTAIN PIPELINE EASEMENT AGREEMENT RECORDED SEPTEMBER 27, 1996 IN BOOK 1569 AT PAGE 113 AT RECEPTION NO. 2513025. 15. RIGHT OP NAY FOR LATERAL DITCH PURPOSES AS GRANTED TO MARTBA E. MCKAY BY INSTRUMENT RECORDED FEBRUARY 14, 1927 IN BOOK 772 AT PAGE 563, SAID RIGHT OF WAY NOT BEING SPECIFICALLY DEFINED. 16. RIGHT OF WAY EASEMENT AND AGREEMENT FOR COMMUNICATION AND OTHER FACILITY PURPOSES AS GRANTED TO THE MOUNTAIN STATES TELEPHONE AND TELEGRApH COMPANY, A COLORAO CORPORATION BY INSTRUMENT RECORDED APRIL 20, 1972 IN BOOK 666 AT RECEPTION NO. 1588043, SAID RIGHT-OF-WAY EASEMENT BEING A TEN FOOT WIDE PERMANENT EASEMENT LOCATED IN TEE SW 1/4 OF SECTION 11, SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TEE WESTERLY 30 FEET OF THE SOUTHERLY 1,432 FEET AND THE SOUTH 10 FEET OF THE WESTERLY 35 FEET OF THE SW 1/4 OP SAID SECTION 11 LYING ADJACENT TO AND PARALLEL WITH THE EASTERLY AND NORTHERLY RIGHT OF WAY OF INTERSTATE HIGHWAY NO. 25. (PARCEL II) . 17. RIGHT OP WAY FOR PIPE LINE PURPOSES AS GRANTED TO WYCO PIPE LINE COMPANY, A DELAWARE CORPORATION BY INSTRMBNT RECORDED MARCH 13, 1947 IN BOOR 1199 AT PAGE 397, SAID RIGHT OF WAY NOT REINS SPECIFICALLY DEFINED. 18. RIGHT-OF-WAY EASEMENT FOR PIPE LINE PURPOSES AS GRANTED TO DARENCO, INC., BY INSTRUMENT RECORDED DECEMBER 8, 1983 IN BOOK 1015 AT RECEPTION NO. 1949467, SAID RIGHT OP WAY EASEMENT MOT BEING SPECIFICALLY DEFINED. 19. DISCREPANCIES IN. EXISTING FENCES AND BOUNDARY LINES WITH NEIGHBORING PROPERTY OWNERS ALONG THE SOUTHEASTERLY PROPERTY LINE OF SUBJECT PROPERTY AS SHOWN ON ALTA LAND TITLE SURVEY PREPARED BY JAMES N. PECK, JOB NO. 004-00-069, DATED DECEMBER 7, 2000, REVISED MARCH, 2001. 20. ENCROACHMENT OF UNDERGROUND CABLE ALONG THE I-25 RIGHT OF WAY IN THE NORTHWEST CORNER OF SUBJECT PROPERTY AS SHOWN ON ALTA LAND TITLE SURVEY PREPARED BY JAMES M. PECK, JOB NO. 004-00-069, DATED DECEMBER 7, 2000, REVISED MARCH, 2001. at 'd i ONI2i33NION3 >RUVd VZO=8O iO-iZ-unr !u,v-‘)C-U1 nhi; V!: 1; AM FAX: F'AGE 6 Commitment Number 17505CNR DSSCLOSLTRE ATTACHbCNT Note (1) Colorado Insurance regulations 89-2, Paragraph C of Article VII requires that "Every title entity shall be responsible for all matters which appear of public record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or tiling of legal documents resulting from the transaction which was closed." Note (2) Exception number 4 of Schedule B, Section 2 may be deleted from the Owner's Policy upon compliance with the following conditions: A. The land described in Schedule A of this Commitment must be a single family residence, including a condominium or Townhouse unit. B. No labor nor materials must have been furnished by mechanics or materialmen for purposes of construction on the land described in Schedule A of this Commitment within the past 13 months. C. Receipt of this Company of an appropriate affidavit indemnifying ^ it against unfiled mechanic's and materialmen's liens. D_ Any deviation from conditions A through C above are subject to any additional requirements of information as the Company may deem necessary. • Note (3) Pursuant to Colorado Revised Statutes 10-11-122 we are making you aware of the following: (i) The subject property may be located in a special taxing district; (ii) A certificate of taxes due listing each taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurer' s authorized agent; (iii) Information regarding special districts and the boundaries of such districts may be obtained from the Board of county Commissioners, the County Clerk and Recorder, or the County Assessor. r ET 'd I 9NIN33NI9N3 >I2iVd HZo :90 to-IZ-umr COMMITMENT FOR TITLE INSURANCE SCHEDULE A ns- , Commitment Number 175O5WK Revision Number 3 PROPERTY ADDRESS: SCHEDULE #: ROO96O95, R0095995, WO359O95, W0358 1. Effective date: MARCH 16, 2001 at 8:00 A.M. 2. Policy or policies to be issued: Amount Premium A. ALTA Owner's Policy - Proposed Insured: $1,529,250.00 $2, 863.00 MILLER MOTOR SPORTS PARK, L.L.C. B. ALTA Loan Policy - Proposed Insured: C. ALTA Loan Policy - Proposed Insured: TAX CERTIFICATE $30.00 DELETE STANDARD EXCEPTIONS $200.00 TOTAL $3, 093.00 3. The estate or interest in the land described or referred to in this commitment and covered herein is FEE SIMPLE and title thereto is at the effective date hereof vested in: KEYSTONE FARMS, LLC, A COLORADO LIMITED LIABILITY COMPANY 4. The land referred to in this commitment is described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE. �..� .d.6ase No: 17505WK va-.w EXHIBIT "A" PARCEL I: THAT PORTION OF SECTION 11, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M. , WELD COUNTY, COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11 AS BEARING NORTH 00°28'37" EAST AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 11; THENCE ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 11; NORTH 00°28'37" EAST, 587 .75 FEET TO THE SOUTHERLY LINE OF THE GREAT WESTERN RAILWAY; THENCE ALONG SAID SOUTHERLY LINE, NORTH 75°56'39" EAST (RECORD N. 75°50' E) , 93.10 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTHERLY LINE, NORTH 75°56'39" EAST, 2648.61 FEET TO THE NORTH-SOUTH CENTERLINE OF SAID SECTION 11; THENCE ALONG SAID CENTERLINE, SOUTH 00°30'05" WEST 1789.30 FEET; THENCE SOUTH 89°29'55" EAST 672.74 FEET; THENCE SOUTH 00°43'19" WEST, 794.32 FEET; THENCE NORTH 89°49 '41" WEST, 300.00 FEET, THENCE NORTH 88°58'45" WEST, 82.76 FEET; THENCE NORTH 51°10'59" WEST, 2384.41 FEET; THENCE NORTH 90°00'00" WEST, 1004.00 FEET TO THE EASTERLY LINE OF INTERSTATE HIGHWAY 25; THENCE ALONG SAID EASTERLY LINE NORTH 03°35'37" EAST (RECORD N. 02°49'30" E. ) , 450.00 FEET TO THE TRUE POINT OF BEGINNING. COUNTY OF WELD, STATE OF COLORADO. Ar. PARCEL II: THAT PORTION OF SECTION 11, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M. WELD COUNTY, COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11 AS BEARING NORTH 00°28'37" EAST AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 11; THENCE ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 11, NORTH 00°28'37" EAST, 587 .75 FEET TO THE SOUTHERLY LINE OF THE GREAT WESTERN RAILWAY; THENCE ALONG SAID SOUTHERLY LINE, NORTH 75°56'39" EAST (RECORD N. 75°50' E.) , 93.10 FEET; THENCE ALONG THE EASTERLY LINE OF INTERSTATE HIGHWAY 25, SQUTH 03°35'37" WEST, 450.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 90°00'00" EAST 1004.00 FEET; THENCE SOUTH 51°10'59" EAST, 2384.41 FEET; THENCE SOUTH 00°52'30" WEST, 510.57 FEET; TO THE NORTHERLY LINE OF THAT CERTAIN TRACT PLATTED AS A RECORDED EXEMPTION IN THE WELD COUNTY RECORDS; THENCE ALONG THE NORTHERLY AND WESTERLY LINES OF SAID RECORDED EXEMPTION THE FOLLOWING FOUR (4) COURSES AND DISTANCES; (1) SOUTH 89°33 '46" WEST (RECORD N. 89°22'55" W.) , 100.71 FEET; (2) SOUTH 56°42 '25" WEST (RECORD N 55°37 '52" E.), 472.45 FEET; (3) SOUTH 00°53'32" WEST (RECORD S. 00°11'01" E.) , 44.70 FEET; (4) SOUTH 36°08'28" EAST (RECORD S. 37°13'01" E. ) , 200.70 FEET; THENCE ALONG THE NORTHERLY LINES OF THE RATERINK SUBDIVISION THE FOLLOWING SIX (6) COURSES AND DISTANCES; (1) NORTH 81°18'32" WEST, 394.61 FEET (2) NORTH 57°30'28" WEST, 429.00 FEET; (3) NORTH 46°57 '37" WEST 1096.31 FEET; (4) NORTH 43°49' 10" WEST, 1083.51 FEET; (5) NORTH 22°30'04" WEST, 367.60 FEET; (6) NORTH 89°20'28" WEST, 50.00 FEET TO THE EASTERLY LINE OF INTERSTATE HIGHWAY 25; THENCE ALONG SAID EASTERLY LINE THE FOLLOWING TWO (2) COURSES AND DISTANCES; (1) PARALLEL WITH AND 50.00 FEET PERPENDICULARLY EAST OF THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11, NORTH 00°28'37" EAST 28.94 FEET; (2) NORTH 03°35'31,, EAST (RECORD N. 02°49 '30" E.) , 283.35 FEET TO THE TRUE POINT OF BEGINNINgww COUNTY OF WELD, STATE OF COLORADO. /.` Commitment Number: 17505WK S CBEDULE B—1 Rea Cps I_rams nt s The following are to be complied with: Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to-wit: A. PROPER DEED FROM KEYSTONE FARMS, LLC, A COLORADO LIMITED LIABILITY COMPANY TO /MILLER MOTOR SPORTS PARK, L.L.C. . 7RECORDATION OF RELEASE BY THE PUBLIC TRUSTEE OF WELD COUNTY OF DEED OF TRUST FROM KEYSTONE FARMS, LLC FOR THE USE OF FIRST NATIONAL BANK OF GREELEY TO SECURE $80,000.00, DATED OCTOBER 10, 1997 AND RECORDED OCTOBER 17, 1997 AT RECEPTION NO. 2574531. .20,3? 711 51/4//4,1 C. INTENTIONALLY DELETED. D. INTENTIONALLY DELETED. E. INTENTIONALLY DELETED. r F. RECEIPT BY THE COMPANY OF AN AGREEMENT INDEMNIFYING IT AGAINST UNFILED MECHANICS' AND MATERIALMEN'S LIENS. G. INTENTIONALLY DELETED. Commitment Number 17505WK /'` SCHEOtXX 'S-2 Exceptions The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 1. Rights or claims of parties in possession not shown by the public records. 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortages in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. Unpatented mining claims: reservations or exceptions in patents or in Acts authorizing the issuance thereof, water rights, claims or title to water; NOTE: Item no. 6 of the above will not appear on the Lender's Policy (if any) to be issued hereunder. 7. Any and all unpaid taxes, assessments and unredeemed tax sales. 8. RESERVATION BY THE GRANTOR, FOR A PERIOD OF 15 YEARS, A 50% INTEREST IN ALL OIL AND GAS ROYALTIES FROM ANY EXISTING OR FUTURE LEASES AS CONTAINED IN DEED - RECORDED JANUARY 10, 1995 IN BOOK 1475, PAGE 304, RECEPTION NO. 2422395 (PARCEL II) . 9. RESERVATION BY THE GRANTOR, FOR A PERIOD OF 15 YEARS, A 50% INTEREST IN ALL OIL AND GAS ROYALTIES FROM ANY EXISTING OR FUTURE LEASES AS CONTAINED IN DEED RECORDED JANUARY 10, 1995 IN BOOK 1475, PAGE 305, RECEPTION NO. 2422396 (PARCEL I) . 10. ANY EXISTING LEASES OR TENANCIES. 11. WATER, WATER RIGHTS, CLAIMS OF TITLE OR INTEREST IN WATER. 12. INTENTIONALLY DELETED. 13. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS CONTAINED IN THAT CERTAIN EASEMENT AND RIGHT OF WAY AGREEMENT RECORDED JANUARY 17, 1996 IN BOOK 1527 AT PAGE 829 AT RECEPTION NO. 2472231. THE ROUTE OF SAID EASEMENT AND RIGHT OF WAY BEING AS MORE FULLY DESCRIBED THEREIN. 14. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS CONTAINED IN THAT +-: CERTAIN PIPELINE EASEMENT AGREEMENT RECORDED FEBRUARY 8, 1996 IN BOOK 1531 AT PAGE 461 AT RECEPTION NO. 2475607. 15. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS CONTAINED IN THAT CERTAIN PIPELINE EASEMENT AGREEMENT RECORDED SEPTEMBER 27, 1996 IN BOOK 1569 AT PAGE 113 AT RECEPTION NO. 2513025. 16. RIGHT OF WAY FOR LATERAL DITCH PURPOSES AS GRANTED TO MARTHA E. MCKAY BY INSTRUMENT RECORDED FEBRUARY 14, 1927 IN BOOK 772 AT PAGE 563, SAID RIGHT OF WAY NOT BEING SPECIFICALLY DEFINED. 17. INTENTIONALLY DELETED. 18. INTENTIONALLY DELETED. 19. RIGHT OF WAY EASEMENT AND AGREEMENT FOR COMMUNICATION AND OTHER FACILITY PURPOSES AS GRANTED TO THE MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY, A COLORAO CORPORATION BY INSTRUMENT RECORDED APRIL 20, 1972 IN BOOK 666 AT RECEPTION NO. 1588043, SAID RIGHT-OF-WAY EASEMENT BEING A TEN FOOT WIDE PERMANENT EASEMENT LOCATED IN THE SW 1/4 OF SECTION 11, SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE WESTERLY 10 FEET OF THE SOUTHERLY 1,432 FEET AND THE SOUTH 10 FEET OF THE WESTERLY 35 FEET OF THE SW 1/4 OF SAID SECTION 11 LYING ADJACENT TO AND PARALLEL WITH THE EASTERLY AND NORTHERLY RIGHT OF WAY OF INTERSTATE HIGHWAY NO. 25. (PARCEL II) . 20. RIGHT OF WAY FOR PIPE LINE PURPOSES AS GRANTED TO WYCO PIPE LINE COMPANY, A DELAWARE CORPORATION BY INSTRMENT RECORDED MARCH 13, 1947 IN BOOK 1199 AT PAGE 397, SAID RIGHT OF WAY NOT BEING SPECIFICALLY DEFINED. 21. RIGHT-OF-WAY EASEMENT FOR PIPE LINE PURPOSES AS GRANTED TO DARENCO, INC., BY INSTRUMENT RECORDED DECEMBER 8, 1983 IN BOOK 1015 AT RECEPTION NO. 1949467, SAID RIGHT OF WAY EASEMENT NOT BEING SPECIFICALLY DEFINED. vilitLEASE AGREEMENT BETWEEN KEYSTONE FARMS,LLC. AND GREG SPAUR RECORDED DECEMBER 14, 7 2000 AS RECEPTION NO. 2813225. 23. DISCREPANCIES IN EXISTING FENCES AND BOUNDARY LINES WITH NEIGHBORING PROPERTY OWNERS ALONG THE SOUTHEASTERLY PROPERTY LINE OF SUBJECT PROPERTY AS SHOWN ON ALTA LAND TITLE SURVEY PREPARED BY JAMES M. PECK, JOB NO. 004-00-069, DATED DECEMBER 7, 2000, REVISED MARCH, 2001. 24. ENCROACHMENT OF UNDERGROUND CABLE ALONG THE I-25 RIGHT OF WAY IN THE NORTHWEST CORNER OF SUBJECT PROPERTY AS SHOWN ON ALTA LAND TITLE SURVEY PREPARED BY JAMES M. PECK, JOB NO. 004-00-069, DATED DECEMBER 7, 2000, REVISED MARCH, 2001. NOTE: UPON SATISFACTORY COMPLIANCE WITH ALL ITEMS SET FORTH IN SCHEDULE A AND WITH UNDERWRITER APPROVAL, ITEM NOS. 1-6 OF STANDARD EXCEPTIONS WILL BE DELETED FROM THE OWNERS POLICY. AB2 V22395 2422395 B-1475 P-304 01/10/95 03:25P PG 1 OF 2 REC DOC Weld County CO Clerk & Recorder 10.00 23.20 OwAFt RlA247T C DEED �~ THIS DEED, Made this day of December 30, 1994, between OWEN FARMS, A PARTNERSHIP of the County of Weld and State of Colorado , grantor, and MARGARETHA BOSHOUNERS whose legal address is 809 HARRISON STREET, DENVER, COLORADO 80206 of the County of DENVER and State of COLORADO , grantee; WITSSETN, that the granter, for and in consideration of the sum of$232,000.00o0LiARS, the receipt and sufficiency of which la hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto the grantee, their heirs and assigns forever, all the real property, together with improvements, if any, situate, lying and being in the County of KID and State of Colorado, described as follows: 939°' SEE ATTACHED EXHIBIT •B^ also known as street and number TOSETNEA with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining and the reversion end reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the said grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO NAVE MID TO 11010 the said premises above bargained and described, with the appurtenances, unto the said grantee, their heirs and assigns forever. And the said grantor, for himself, his heirs, and personal representatives, does covenant, grant, bargain and agree to and with the grantee, their heirs and assigns, that at the tine of the ensealing and delivery of these presents, is well seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the sane in manner and fore aforesaid, and that the sane are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature sosver, EXCEPT FOR Tans FOR THE CURRENT r-s5R, A LIEN BUT NOT YET DUE OR PAYABLE, FASEISNTS, RESTRICTIONS, COVENANTS AND RIGNTS-OF-RAY OF RECORD, IF ANY, The grantor shall and will WARRANT AND FCREOER DEFEND the above-bargained premises in the quiet and peaceable possession of the grantee his heirs and assigns, against all and every person or persons lawfully claiming the whole or any part thereof. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS 1MERECF the grantor has executed this deed on�,�g-� the date s forth above. 212,--/70t-s..nfa(L.(,k ,t 1141"1 -.- ..- r . , ...�. r -,.�• • V� �/t N FARMS, A ARINERSNIP ad 67. .•., Ali or/8( ictO rcJ/>�i• �02 i. I STATE OF COLORADO 1ysti' ss. COUNTY OF BOULDER The foregoing instrument was acknowledged before me this day of December 30, 1994 by George Owen, Janice L. Hicks, Shirley Powers and Donald L. Owen, each as Partner for: . ._ OMEN TAnNS,-APARTNERSHIP, and by�Donald L. Owen as attorney—in—fact for Kathleen Owen O'Reilly, Debpcin Owen'Bvrnette a d E �e..U.Arn_G O Ow ,/each as Partner for Owen Farms, a Partnership. .Try C�oS�ssieh pplrea' I -1 b llss my hails;and.official seal. .isottv f p 1 Notary Public: C.] MR Rev. 1-81 ND (Photographic Record) Case) 1333311 DOC FEE $16.10 Pitt" 'EXHIBIT "B" i * - That portion of Section 11, Township 3 North, Range 68 West of the 6th P.M., Weld County, Colorado, more particularly described as follows: Considering the West line of the Southwest Quarter of said.Section 11 as bearing North 0028' 37"East, and with all bearings contained herein relative thereto. Commencing at the West Quarter corner of said Section 11; thence along the West line of the Northwest Quarter of said Section 11, North 00.28' 37" East, 587.75 feet to the Southerly line of the The Great Western Railway; thence along said Southerly line, North 75'56' 39" East (Record N. 75'50' E. ), 93.10 feet; thence along the Easterly line of Interstate Highway 25, South 03.35' 37" West, 450.00 feet to the true point of beginning; thence South 90'00'00" East 1004.00 feet; thence South 51'10' 59" East, 2384.41 feet; thence South 00'52' 30" West, 510.57 feet; to the Northerly line of that certain tract platted as a Recorded Exemption in the Weld County records; thence along the Northerly and Westerly lines of said Recorded Exemption the following four (4) courses and distances; (1) South 89'33' 46" West (Record N. 89'22' 55" W. ), 100.71 feet; (2) South 56'42' 25" West (Record N.55'37' 52" E.), 472.45 feet; (3) South 00'53' 32" West (Record S. 00'11' 01" E.), 44.70 feet; (4) South 36'08' 28" East (Record S. 37'13' 01" E.), 200.70 feet; thence along the Northerly lines of the Raterink Subdivision the following six (6) courses and distances; (1)North 81°18' -32" West, 394.61 feet (2) North 57'30' 28" West, 429.00 feet; (3)North 46°57' 37".West, 1096.31 feet; (4) North 43°49' 10" West, 1083.51 feet; (5)North 22'30' 04" West, 367.60 feet; (6) North 89'20'28"West, 50.00 feet to the Easterly line of Interstate Highway 25; thence along said Easterly line the following two (2) courses and distances; (1) parallel with and 50.00 feet perpendicularly East of the West line of the Southwest Quarter of said Section 11, North 00°28' 37" East, 28.94 feet; (2) North 03'35' 37" East (Record N. 02'49' 30" E.), 283.35 feet to the true point of beginning. RESERVING UNTO GRANTOR, for a period of 15 years, a 50% interest in all oil and gas royalties from any existing or future leases. INCLUDING HEREWITH 55 acre-foot units of water as allocated by The Northern Colorado Water Conservancy District, 80 shares of capital stock in The McKay Lateral Ditch Company, 1 3/4 shares of capital stock in The Highland Ditch Company, and 7 shares of capital stock in The HighlandLake Lateral Ditch Company. 2422395 B-1475 P-304 01/10/95 03:25P PG 2 OF 2 1 AR2422396 __ /I.."' W flfl31 TTX DEED THIS DEED, Made this day of December 30, 1994, between OWEN FARMS, A PARTNERSHIP of the County of Weld and State of Colorado , grantor, and MARGARETHA HOMEOWNERS whose legal address is 809 HARRISON STREET,' DENVER, COLORADO 80206 of the County of DENVER and State of COLORADO , grantee: WITNESSETN, that the grantor, for and in consideration of the sum o15232,000.00D0LLAIS, the receipt and p2'T) sufficiency of whlrb is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto the grantee, their heirs and assigns forever, all the real property, 2 Au- together with improvements, if any, situate, lying and being in the County of MID and State of Colorado, described as follows: SEE ATTACHED EXHIBIT ^A" 2422396 B-1475 P-305 01/10/95 03:25P PG 1 OF 2 REC DOC Weld County CO Clerk & Recorder 10.00 23.20 also known as street and number TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining „vv., and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the said grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO nn AND TO MID the said premises above bargained and described, with the appurtenances, unto the said grantee, their heirs and assigns forever. And the said grantor, for himself, his heirs, and personal representatives, does covenant, grant, bargain and agree to and with the grantee, their heirs and assigns, that at the time of the ensealtng and delivery of these presents, is well seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the sane in manner and form aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature soever, EXCEPT FOR TAXES FOR THE CURRENT YEAR, A WIN BUT NOT YET DUE OR PAYABLE, EASEDBNTS, RESTRICTIONS, COVEN'STS AND RIGHTS-OF-NAY OF RECORD, IF ANT, The grantor shall and will NARRANT AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable possession of the grantee his heirs and assigns, against all and every person or persons lawfully claiming the whole or any part thereof. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN NITNESS OnEREGF, the grantor has executed this deed on the dillate err forth above. I., O. (hp7k fz,e- 0Vou u9, 4 17 �A . N (�u . .Fa „„, - 1 CMEN FARMS, A PARTNERSHIP Onw � ? IX/ .dopt.za o Yjq O/ VatSza, STATE OF COLORADO I --- .— Ise, COUNTY OF BOULDER I Th [ongoing instrument was acknowledged before me this day of December 30, 1991 by George Owen, Janice L. Hic3oa, Shirley Pdvere and Donald L. Owen, each as Partner for: OwCN7ARNS,.A'PaxTXERsll! , and by Donald L. Owen as attorney-in-fact for Kathleen Owen O'Reilly Dep64ah Os(e(r1Burnette and Ernest Owen, each as Partner for Owen Farms, a Partnership. UrCmbsasslop explraes ''..S\x\2% ,\c1c't ttnePs my blind and official seal. iTh\:btuPublic ``\� t•) a 932A Rev. 7-81 ND (Photographic Record( Casel 13333E DOC FEE $46.10 2422396 B-1475 P-305 01/10/95 03:25P PO 2 OF 2 � -GO' y e"1/4- EXHIBIT "A" That portion of Section 11, Township 3 North, Range 68 West of the 6th P.N„ Weld County, Colorado, more particularly described as follows: Considering the West line of the Southwest Quarter of said.Section 11 as bearing North 0028' 37"East, and with all bearings contained herein relative thereto. Commencing at the West Quarter corner of said Section 11; thence along the West line of the Northwest Quarter of said Section 11, North 00'28' 37" East, 587.75 feet to the Southerly line of the The Great Western Railway; thence along said Southerly line, North 75'56' 39" East (Record N. 75'50' E. ), 93.10 feet to the true point of beginning; thence continuing along said Southerly line, North 75'56' 39" East, 2648.61 feet to the North-South centerline of said Section 11; thence along said centerline, South'00'30' 05" West, 1789.30feet; thence South 89.29'55" East, 672.74 feet; thence South 00'43' 19" West, 794.32 feet; thence North 89'49' 41" West, 300.00 feet; thence North 88'58' 45" West, 82.76 feet; thence North 51.10' 59" West, 2384.41 feet; thence North 90'00' 00" West, 1004.00 feet to the Easterly line of Interstate Highway 25; thence along said Easterly'line North 03'35' 37" East (Record N. 02'49' 30" E.), 450.00 feet to the true point of beginning. _ .._. RESERVING UNTO GRANTOR, for a period of 15 years, a 50% interest in all oil and gas royalties from any existing or future leases. INCLUDING HEREWITH 55 acre-foot units of water as allocated by The Northern Colorado Water Conservancy District, 80 shares of capital stock in The McKay Lateral Ditch Company, 1 3/4 shares of capital stock in The Highland Ditch Company, and 7 shares of capital stock in The HighlandLake Lateral Ditch Company. - - — I /" Ak2472231 Easement and Right of Way Agreement //��.''¢L This Easement and Right of Way Agreement,made and entered into as of the/ day of IVNyOyYT.P ,1995.by said between Margarefha Boshou wen herein called"Grantor"(whether grammatically singular or piurQ),and the LITTLE THOMPSON WATER DISTRICT. •quasi-municipal corporation.835 E. Highway 5& P.O. Drawer G.,Berthoud Colorado 80513. and CENTRAL WELD COUNTY WATER DISTRICT,2235 2nd Avenue,Greeley,Colorado 80631,hereinafter called the*District? For good and valuable consideration,the receipt and sufficiency of which is hereby acknowledged,the Grantor hereby grants-sells,conveys and transfers to the District its successors end assigns,the sole,exclusive and permanent right to enter,re-enter,occupy and use the hereinafter described property to construct,reconstruct,inspect,upgrade,increase line size or capacity.operate,repair,maintain,replace,remove and operate one or more lines for the transmission,distribution and service of water,and all underground and service appurtenances thereto,including metering maims,vaults,enclosures.identification signs end other futures,over,across,under and upon the following described land,situate in the County of Weld State of Colorado,to-wit; Legal Description of a 20.00 feet wide water line easement and a 70.00 feet wide temporary construction easement on,over and across a portion of that certain parcel of land described in deed,recorded in Book 1475 under Reception No.2422396 recorded on 1-10-95 in the office of the clerk and recorder,County of Weld,State of Colorado,lying in the Wet half of Section 11, Township 3 North,Range 68 West being more particularly described as follows: Said 20.00 feet wide water line easement shall be the West 20.00 feet of the above described parcel of land;said 70.00 feet wide temporary construction easement shall be the West 70.00 feet of the above described tract of land. County Recorded Book Page Reception Number Section NW I/4.SW I/4 of 11 Township 3 North Range 68 West The easement and right-of-way shall be 20.00 feet wide. Grantor further grams to the District (a)The tight to grade the strip of land for the full width thereof and to extend the cuts and fills with such grading into and on the land along and outside of the strip to the extent as the District may find reasonably necessary; (b)The right to support the pipelines across ravines and water courses with such structures as District shall deem necessary; (e)the right of ingress from the strip over and across the land by means of roads and lanes thereon,is such exists,otherwise by such route or routes as shall occasion the least practicable damage and inconvenience to Grantor,provided that such right of ingress and egress shall not extend to any portion of the land which is isolated from the strip by any public road or highway now crossing or hereafter crossing the land;provided, „.an.0rthet that if any portion of the land is or shall be subdivided and dedicated roads or highways on such portion shall extend to the strip,the right ingress and egress on the portion shall be confined to such dedicated roads and highways; (d)The right of grading for,constructing,maintaining and using such roads on and across the lands as the District may deem necessary in the exercise of the sight of ingress and egress or to provide access to property adjacent to the lad; (e)The right to install,maintain and use gates in all fences which now cross Or shall hereafter cross the strip; (O The right to mark the location of the strip by suitable markers set in the ground;provided that any such markers remaining after the period of construction shell be placed in fences or ober locations which will not interfere with any ruse.-able use Grantor shall make of to strip: (g)All other rights necessary and incident to the full and complete use and enjoyment of the right-of-way and easement for the purposes hereto granted. GRANTOR HEREBY COVENANTS AND AGREES: (a)That the Grantor shall not cat or place any permanent building-structure,improvement,fence or tree on the described easement,and the District shall not be liable for their removal if they are so placed,and Grantor agrees,at Grantor's sole expense to so remove such items. (b) Grantor shall not diminish the ground cover over the water lines and shall not substandally add to the ground cover over the water lines or their appurtenances. Page 1 of 2 2472231 B-1527 P-829 01/17/96 04:41P PG 1 OF 2 PBC DOC Weld County CO Clerk & Recorder 11.00 fiiT�tlhI I Hill III I - T III a-f1 Easement and Right of Way Agreement — Page 2 dy and Between the District and Margarerha Bashon wens (c)Grantor shall not grant any other casement,sight-of-way,permit or license upon,under or ova said property without the written consent of the District (d)Grantor warrants that Grantor is the owner in fee of the above-described lands and will defend the die thereto ag y±t all claims,and that said lands are free and clear and clear of encumbrances and liens of whatsoever character,except the following: ,7(19 THE DISTRICT HEREBY COVENANTS AND AGREES: (a) The District shall not fence or otherwise enclose the strip,except dining periods of construction and repair. (b) That all trenches and excavations made in the laying or repairing of such pipeline shall be properly backfiBd and as much of the original surface soil as possible shall be placed on top. Al large gravel.stones and clods will be removed from the finished backfill. The District will finish the bacidill after normal sealing of the soil so that the use and enjoyment of said land by Cranial shall be suitable for the purpose now used. The District will maintain the trench area and buried water pipeline during installation.reinstaaadon and maintenance of said waterline; (c)In the event that the above-described lands are being used far grazing purposes,the District agrees that during the period of construction of the pipeline hereunder,or any subsequent altering,removing or replacing of said pipeline,It will leave or arrange for reasonable crossing ova said righwf-way strip for the cute and livestock of Grantor and his tens and lessee. Further,whenever it besema necessary for the District, Its agents or contractors to cut a fence on the above-described lands,the District agree.at its option.either to keep the gap closed or guard it in such a manner so as to prevent the entrance and exit of cattle or other livestock through such gap or to construct at such place or places substantial gates with dual locks end to furnish Grantor with one set of keys thereto. Before any such fence Is cut by the District,the same shall be braced hi order to prevent slackening of the wires along with fence in each direction front the District's temporary gap. (d) In the event that the above-described lands are being used for the growing of a crop which requires irrigation at the tine the pipeline is constructed hereunder.the District agrees,unless otherwise provided for,to install and operate flumes or appropriate crossing devices across the right-of-way at all times doing such construction operations.The District further agrees,unless otherwise provided for,not to block,darn or obstruct in any manner in an irrigation canal,drainage ditches,creeks located on said lands,and also agrees to replace or repair any levees or banks disturbed or damaged by the District's operations on said lands. (e) The District shall be liable to the extent allowed by law for loss and damage which shall be caused by any wrongful exercise of the rights of ingress and egress or by wrongful or negligent act or omission of or of its agents or employees in the course of their employment IT IS MUTUALLY AGREED BY THE PARTIES: (a) Grantor reserves all oil,gas and other minerals in,on and under the above-described lands,and Grantor shall not grant my right in the surface or otherwise that will materially interfere with the rights and privileges herein granted to the District 04 Each and every one of the benefits and burdens of this easement and right-of-way shall inure to and be binding upon the respective personal representatives,successors,and assigns of the parties hereto. yyy //_ u�— �]� >~` N WITNESS WHEREOF the undersigned has set his end/or her hand and seal as Grantor this fag ofr(Illi'7f₹',19TH..! GRANTOR: MARGGARRJ�ETHA//BBOS_HODUWERS �a,tt fit- £?PS; wv.e -F Marl a Bosw STATE OF COLORADO ) COUNTY OF l7ENVE0. ) ' xn Tlhe'yaregoing iisrnment was acknowledged before me this I<1 da o lAA � 1995 Margar<tha Borhoowers as Grantor. • .to{42':, i °ucy pis rif▪t tin, LIT r fret: My Comm(ulotf exdres April g,1997 /Ate i{`,Xse"f taAtw Asj 'r�A:.�g.Nut�x.CJ 150202_ r)strr' Page 2of2 2472231 B-1527 P-829 01/17/96 04:41P PG 2 OF 2 I I I HI 2475607 B-1531 P-461 02/08/96 01:46P PG 1 OF 5 BBC COC ,r., Weld County CD Clerk & Recorder 26.00 nn247s607 PIPELINE EASEMENT AGREEMENT '/, THIS AGREEMENT is made this Z211/day of tar, , between Owen Farms, a partnership, ("Grantor") ,/and, Margaretha Boshouwers a an individual residing at 6r9i1/21E;fi6^•,c/.. J i/V1 li' fe;kir ("Boshouwers") . WITNESSET H: WHEREAS, Grantor sold the real property described in Schedule A ("the Property") to Boshouwers by Warranty Deed dated December 30, 1994, pursuant to a Contract to Buy and Sell Real Estate dated December 13, 1994 ("Contract") ; and WHEREAS, Grantor installed a Pipeline to deliver certain water rights to the Property; and WHEREAS, Grantor is willing to convey a maintenance easement for the Pipeline; and WHEREAS, Grantor and Boshouwers wish to identify the location and terms of the easement. NOW THEREFORE, in consideration of the conveyance of this easement and the agreements contained herein, the sufficiency of which is hereby admitted, it is mutually agreed as follows: A. Pipeline Easement. Grantor hereby sells and quit claims to Boshouwers a perpetual, nonexclusive easement for the purpose of operating, maintaining, and replacing a pipeline which shall be used to transport water from the McKay Lateral Ditch Co. to the Property, over, under, and through the property described on Schedule B, attached hereto and made a part hereof by reference (the "Easement") . B. Grantor's Rights. (1) Grantor reserves the right to use and enjoy the Easement provided that Grantor shall not construct or maintain the whole or any part of any new structure in such a way as to impair or interfere with the exercise of the rights herein granted. (2) Grantor reserves the right to relocate the pipeline to another location at its sole expense, and agrees to sell and quit claim an appropriate easement therefore to Boshouwers. In this event, Boshouwers agrees to abandon the Easement described in this Agreement. C. Noshouwers' Obligations. (1) Boshouwers shall be responsible for, at Boshouwer's sole expense, maintenance of the Pipeline and the Easement in a good and workmanlike manner so that the water will pass through the Pipeline unimpeded. In the event Boshouwers shall fail to maintain the Pipeline and the Easement in a good I II�a n(off III I i -____ i I_F T1 I n ' .. . .. .. . . . . .. .. . . . . . .. . . _ .. 2475607 2-1531 P-461 02/09/96 01:46P PG 2 OF 5 1^• and workmanlike manner, Grantor shall have the right to perform such maintenance and reconstruction; provided, however, Boshouwers shall remain liable for reasonable costs of maintenance, damages, engineering expenses, attorneys' fees and other necessary expenses to enforce Boshouwers' primary obligation. (2) In the event of replacement of the Pipeline, Boshouwers shall bury the pipe to a sufficient depth at the time of construction so as not to interfere unreasonably with the ordinary cultivation of the Easement- (3) Boshouwers shall restore the surface of the Easement to its condition prior to construction, maintenance, alteration, or replacement of the Pipeline. (4) Boshouwers shall pay Grantor the reasonable damages caused by Boshouwers' activities on the Easement, and attorney fees and costs to collect the same. D. Liability. Boshouwers shall be liable for injury or damages incurred by Boshouwers, Boshouwers' licensees, and invitees, as a result of usage of, or trespass onto, the Easement or adjacent property of the Grantor. E. Remedies. This Agreement may be enforced by specific performance, including mandatory injunctive relief, and damages, together with reasonable attorneys' fees to the prevailing party. F. compliance with Contract. Grantor and Boshouwers agree that the conveyance of this easement constitutes full performance of Grantor's obligations pursuant to the Contract. The provisions of this Agreement shall inure to the benefit of and be binding upon the parties hereto, their respective heirs, �-.,. legal representatives, successors, and assigns. IN WITNESS WHEREOF, this Agreement is executed to be effective the day and year first written above. Owen Farms, a partnership By: George Owen, general partner Marg'Aretha Boshouwers 2 im■rmmir oua rnn 0 I IIilIIi I 2475607 B-1531 P-461 02/08/96 01:46P PG 3 OF.5 STATE OF COLORADO ) ) ss. COUNTY OF BOULDER )...... "The foregoing instrument was acknowledged before me this 6th /cjiay„p a?abruarv. 1996 r-19955 by George Owen, as general /,"Iph`Fa?e'h;4t;Owen Farms, a partnership.Ezzi.LL- t`.,4. 4 tgAss my hand and official seal. :. ',r••,P��My,. 00mmission expires: June 9. 1998 =a—tad-n J tar STATE OF COLORADO ) ss. COUNTY OF DEl4tr' ) The foregoing instrument was acknowledged before me thisJyn4 . day of .)ANAnw.+ , 1995, by Margaretha Boshouwers. Witness my hand and official seal. My commission expires My Cammiss:on Expires May 30.1997 • \/ .,..• •• � Notary Public 3 11 d . I 3 rum f • SCHEDULE A "`That portion of Section 11, Township 3 North, Range 68 West of the 6th 9.N., Weld County,. Colorado, mare particularly described as follows: Considering the West line of the Southwest Quarter of said.Sectton 11 as bearing North '2E' - a 5 00__ _, Ea≤t, and with ail bearings contained herein relative thereto. Cocrtencing at the West Qu_• corner of said Section 11; thence along the West line of the Northwest Quarter of said Section 11, North 00.2S' 37" East, $6i.75 fee: to the Southerly line gf tae The Great Western Railway; thence along said Southerly line, North 75"56' 39" - ( Record N. 75'5fact ;0' E. ), 91.10 ,, Eas: thence along the Eastea r.; line gr- is:ersthte Highway "c°, South C1.251 _7" West, 45u".0G feet to the true .' point of beginning; e • South "00' 00" r, � thence 90 1_0=.C5 feet; thence South 51'73' 59" East, 23Ea•411 feet; thence South 00.5 ,° eZ' 30" West, o:0.t feet; to the Northerly line of that certain tract platted as a Recorded Exemption in tne. Weld County records; thence ale:c the Northerly and Westerly lines of said Recorded Exemption the following four (4) courses end distances; (1) South 69'3_' 46" West (.Record N. 69'22' Si"W. ), LGC.71 feet; (2) South -56 E.), 472.45 feet 42' 25" West (Record N.!5'37' 52" -- - (3) South 00'53' 32" West (Record S. 0O11' 01' E.) 44.70 feet;_et, (S) South 36'OE' 29" East (Record S. 37'13' 01" E.), 200.70 feet; thence along the Northerly lines of the Raterink Subdivision the following six (6) courses and distances; (1)North 61'19' 32° West, 394.61 fee: ,•. (2) North 57'30' 26" West, 429.00 feet; (3)North 46'57' 37°.West, 1096.31 ; 43'49' 10" West 1061.51 - - (4) North , feet; (5)Ngrth 22'30' 04" West, 367.6) feet; (6)9crth 8S'20'29"We:t, 50.00 feet to the Easterly line of Interstate Highway 25; thence along said Easterly line the follawinc two (2) courses and distances; (1) parallel with and 50.00 feet perpendicularly East the West line of the Southwest Quarter of said Section 11, North 00'28' 37" East, 26.94 • et; (2) North Q3'35' 37° East (Recdrd N. 02'4?' 30" E.), 233.35 feet to the true paint of beginning. RE'S=EYING UNTO GRANTOR, for a period of 15 years, a 50Z interest in all oil and gas royalties from any existing or future leases. INCLUDING E=REw:TT'e 53 acre-foot units of water as allocated by The Norther. Colorado Water Cocservancy District, 80 shares of capital stock in The Hctay LateraL Ditch Company, 1 3/4 shares of capital stock in The Highland Ditch Company, and 7 shares of capital stock in The HighlacdLake Lateral Ditch Company. 2475607 B-1531 P-461 02/08/96 01:46P PG 4 OP 5 C U DD ll®Timu)Qil I:1 I �..�, .. .- 2475607 B-1531 P-461 02/08/96 01:46P PG 5 OP 5 • (;_ SCIEDULE B DITCH EASEMENT That portion of the Northwest Quarter of Section 11, Township 3 North, Range 68 West of the 6th P.M., Weld County, Colorado, mare particularly described as follows; Considering the West line of said Northwest Quarter as bearing North 00'28' 37" East, and with all bearings contained herein relative thereto. Beginning at point A from which the West Quarter corner of said Section 11 bears South Ia.51'35" West, 2663.62 feet; thence along the Northeasterly line of a 15 feet wide ditcheasement,South 45'01'35" East, 1274.63 feet to point 6; .thence along the Easterly line of said easement, South CG'08'42" West, 625.59 feet to point C; thence along the Northeasterly line of said easement, South 15'25'50° East, 28.17 feet to point 0; thence along the Southeasterly line ef said easement, South 76'00'40" West, 1079.13 feet to point E, the Westerly terminus of said 15 feet wide ditch easement from which said West Quarter corner bears South 35'06'53" West, 953.20 feet. II®IQINIVIIII( I I I __ � I RECORDER'S fAEMORANDUM P�H11IS DOCUMENT WAS FOU B C1' RD DE INADEQUATE FOR SCANNING DE MICROEII.MINC : EURROSES. Dar PIPELINE EASEMENT AGREEMENT THIS AGREEMENT is made this 23rd day of September , 1996, between Owen Farms, a partnership, ("Grantor") , Keystone Farms, LLC, whose address is 5099 Road 18, Longmont, Colorado 80508 ("Keystone") , and Margaretha Boshouwers, individually; WITNESSET H: WHEREAS, Grantor sold the real property described in Schedule A (the "Property") to Margaretha Boshouwers by Warranty Deed dated December 30, 1994, pursuant to a Contract to Buy and Sell Real Estate dated December 13, 1994 ("Contract") ; and WHEREAS, Grantor installed a Pipeline to deliver certain water rights to the Property; and WHEREAS, Margaretha Boshouwers subsequently conveyed the Property to Keystone Farms, LLC on December 20, 1995; and WHEREAS, Grantor is willing to convey a maintenance easement for the Pipeline; and WHEREAS, Grantor and Keystone wish to identify the location and terms of the easement. NOW THEREFORE, in consideration of the conveyance of this easement and the agreements contained herein, the sufficiency of which is hereby admitted, it is mutually agreed as follows: A. Pipeline Easement. Grantor hereby sells and quit claims to Keystone a perpetual, nonexclusive easement for the purpose of operating, maintaining, and replacing a Pipeline which shall be used to transport water from the McKay Lateral Ditch Co. To the Property, over, under, and through the Property described on Schedule B, attached hereto and made a part hereof by reference (the "Easement") . B. Grantor's Rights.. (1) Grantor reserves the right to use and enjoy the Easement provided that Grantor shall not construct or maintain the whole or any part of any new structure in such a way as to impair or interfere with the exercise of the rights herein granted. (2) Grantor reserves the right to relocate the Pipeline to another location at its sole expense, and agrees to sell and quit claim an appropriate easement therefore to Keystone. In this event, Keystone agrees to abandon the Easement described in this Agreement. Any relocation of the Pipeline shall not be made between May 1 and September 15 in any year. 2513025 8-1569 P-113 09/27/96 04:08P PG 1 OF 6 REC DOC Weld County CO JA Suki Tsukamoto Clerk & Recorder 31.00 . . . . .. . . . _ .. . . . .. _ . _ . .. . .. . . . . .. .. .. . _ . . . r--% C. Keystone's Obligations. (1) Keystone shall be responsible for, at Keystone's sole expense, maintenance of the Pipeline and the Easement in a good and workmanlike manner so that the water will pass through the Pipeline unimpeded. In the event that Keystone shall fail to maintain the Pipeline and the Easement in a good and workmanlike manner, Grantor shall have the right to perform such maintenance and reconstruction; provided, however, Keystone shall remain liable for reasonable costs of maintenance, damages, engineering expenses, attorneys' fees and other necessary expenses to enforce Keystone's primary obligation. (2) In the event of replacement of the Pipeline, Keystone shall bury the pipe to a sufficient depth at the time of construction so as not to interfere unreasonably with the ordinary cultivation of the Easement. (3) Keystone shall restore the surface of the Easement to its condition prior to construction, maintenance, alteration, or replacement of the Pipeline. (4) Keystone shall pay Grantor the reasonable damages caused by Keystone's activities on the Easement, and attorney fees and costs to collect the same. D. Liability. Keystone shall be liable for injury or damages incurred by Keystone, Keystone's licensees, and invitees, as a result of usage of, or trespass onto, the Easement or adjacent property of the Grantor. E. Remedies. This Agreement may be enforced by specific performance, including mandatory injunctive relief, and damages, r"" together with reasonable attorneys' fees to the prevailing party. F. Compliance with Contract. Grantor and Keystone agree that the conveyance of this easement constitutes full performance of Grantor's obligations pursuant to the Contract. G. personal Liability. Margaretha Boshouwers shall be personally liable for the promises and obligations of Keystone under this agreement. The provisions of this Agreement shall inure to the benefit of and be binding upon the parties hereto, their respective heirs, legal representative, successors, and assigns. IN WITNESS WHEREOF, this Agreement is executed to be effective the day and year first written above. 2513025 8-1569 P-113 09/27/96 04:08P PG 2 OF 6 I I . . I I 11111111 Owen Farms, a partnership Keystonrms,LLC 7 / 2._f - George Ow Owen,Ceneral partner William Frank Boshouwers Member, Manager Margkretha Boshouwers Individually STATE OF COLORADO )ss COUNTY OF UJ Ucl j The foregoing instrument was acknowledged before me this day of September, 1996, by George Owen, as general partner of Owen Farms, a partnership. ,,.\`-(N,,, <:, Witness my hand and official seal. My commission expires 28 // `:`• t jyidosees# / p C : N ary P blic ..... STATE OF COLORADO ) )ss COUNTY OF�lti //(.k ) The foregoing instrument was acknowledged before me the /.241\-- day of September, 1996, by William Frank Boshouwers, Member Manager of Keystone Farms, LLC. Witness my hand and official seal. • My commission expires 79q -1.2GOO. . . -•`:zsW , Notary Public •� `�' ` ... .t.`C. 2513025 B-1569 P-113 09/27/96 04:O8P PG 3 OF 6 I I I I - I I ill '1111 STATE OF COLORADO ) ) ss COUNTY OF C fi� J The foregoing instrument was acknowledged before me this /. ' day of September, 1996, by Margaretha Boshouwers as an individual. Witness my hand and official`r`` seal. ",, My commission expires. 2.2Y 4()0. . . . `" C‘•,,, ,,,t.,`.;.. <1-01 ;,: Notary Public '%g••" (H�. 2513025 B-1569 P-113 09/27/96 04:08P PG 4 OF 6 I I 1 li 1111 1 Illl r SCEEDULE • rihat portion of Section II, Township 3 North, Range 68 West of the 6th p..., Weld County„Colorado, more particularly described as follows; Considering the Wes: line of the Southwest quarter of said.Sectfan 11 as tearing North 27" East, and with ail bearincs contained herein 00.3.21relative thereto. Ctrinenncing at tie West quarter corner of said Section Hcrt:;west Section II, North 0C';c' It; thence 5 along be: the line of the quarter of said zc:icc 27" East, S3i,7i fee: . line of the The Greet Western Sziiway; thence a;onc said Scutierlyt: the Southerly -3 ' 2 E. line, North ii-Hi 3c" - ( Retord A. i='50' ,. ), 92.10 fret ; thence aloft theEast Easterly line of i... ..l,z Highway Zc :rot1 22.32' 3i" West, 450.06 fart to the , true point of beginning; thence Scut.i0feet; �C?.CC thence South x Sz East, E4 4, h 9,0.001 0G" feet; thence South OC'tc' 30" West 577.E feet; t: the Northerly line of that certain tract P latted as a F.__.. ; Exemption in t-e Coon: records; thence along the Northerly and Westerly lines of said Recorded Exe:n'.--:... the feiicwing four (4) courses and distances; (1) South 89'33' 4V West (Accord N. 89'22'W. 1r ), C.7i feet; (2) South Sa•42' 25" West (Record N,55'37' 5'" (3) South 06'52' 32' West (Record S. 00-11' 01' u E3), E4' 29" feet; !.' E,), 44.70 feet; (a) South ' g (record S. 27'12' 01" E.), 200.' atheE tan eC feet; thence along the NartierTy Subdivision the fallowing -, lines of the Raterink(a; courses and distances; (1JNor h 81'15' 94 ._ (2) North E7'30' Zr Vest, 429.00 feet; (3) North F6'57' 37".!last, 9. _1 f• Vest,.; 4 3 North fee: 43'45' 10" West, 10E3.51 feet; et; 6) nett (4) North (e-jNarth 22'30' 04" West, 3bi.=� feet; (6)North ZS; thence along 89'20'25"Wx•- 50.00 feet to the Easterly line of Interstate Highway ' falowinc two (2) courses and distances; said EzsterTy line the fall (1) parallel with and 50.00 feet perpendicularly Zest the West line of the Southwest quarter of said Section li, North 00'28' 37" ._t; (2) North 03'35' 31East, 28.94 • " East (Record N. 02'4?' 30" E.), "c33.35 feet to the true paint of beginning. P.ESER'lnNG INTO GLUTTON, for a period of 15 years, a 50Z interest in all oil and gas royalties from any existing or future leases. ItrcTtruRlc E=3Sw_in 55 acre—fact units of racer as allocate? by The Northern Colorado cater Conser-tarn-. District, 80 shares of capital stock in Ihe McKay Lace:al Ditch Cnnpats, I 3/a shares of capital stack in The Highland Ditch Company, and i shares of capital stock in the ElghlandLake Lateral Ditch Company. 2475607 B-1531 P-461 02/08/96 01:46P PG 4 OF 5 (////1/�/ 2513025 B-1569 P-113 09/27/96 04:08P PG 5 OF 6 , `-� - ba : f I —T I 1 -Fri SCEEDULE B • 0ITCN EASEMENT That portion of .the Northwest Quarter of Section 11, Township 3 North, Range 68 West of the 6th p.M. , Weld County, Colorado, more particularly described as follows; Considering the West line of said Northwest Quarter as bearing North 00'28' 37" East, and with all bearings contained herein relative thereto. Beginning at point A from which the West Quarter corner of said Section 11 bears South la"?i'35" West, 25a3.62 feet; thence along the Northeasterly line of a IS feet wide ditcheasement,South 45'01'35" East, 1274.63 feet to point 5; thence along the Easterly line of said easement, South GG'06'42" West, 625.59 feet to point C; thence along the Northeasterly line of said easement, South 15'26'50" East, 25.17 feet to point 0; thence along the Southeasterly line c: said easement, South 76°00'30" West, 1079.13 feet to point E, the Westerly terminus of said 15 feet wide ditch easement from which said West Quarter corner bears South 35'06'53" West, 953.20 feet. 2513025 B-1569 P-113 09/27/96 04:08P PG 6 OF 6 • • III I I --r 1 II-IT I _ ii 1 II 11 I l - • 10/20/00 13:13 FAX 3531884 WELD COUNTY CLERK & REC rLyO02 I ti� �. v 1 • i r e `e. e , S -,Yak ",.. a-...:• es ally { \J � ok �z �i • • .aew..saw>-,..n..rvc,thatTran._a.....;.a.Flaw ' -..�v-. _.----- -•• ._-.. ._ :i. .le- ..._. I .�' ' Ala 77PP?1r Made nth-_ge.r.4•....:�.--.Ag d--P..�a...�-+,.-___..� :,i .. .. OUITLL1.ilA DEED, babas-�•••-- V the year d ow lard os thawed dashtadral wd.W =LAn'ti•-_ .-. ... . ___... _-_..--_. TO .__... ._.._.. _ .e,.✓7.,.•. ,:Meg_?( ogee:'.d__--..•Wl.a-_...___...ad lute d Cabreda d Um pm pan.a••S ---..._.--_ ernen orWn. lw — ._./dtPrMaat•+._ . -ZY.1r. .' -----___ .. cwt.»Wan. 1 ..... c"'k__—'.__�.� _. This Quit-Q.Im Deed rra mad ter h9 r'Sgx...d..d_.._•x�.+.4.__� _..___-..^_....-- d the—..' . . --and ('gyesda,d IDeretmd pew otCweyd..n.—_...'Tha_d....._._._. d the am of v d the ram d plm.eratb,'That toe wit pwt _d t`v Ant P•eh tae vend id t.. ... _. II —}y.S as e+tsla-t-----' .sr.e..d....a3wa.•._.......-•—__•.�_Daa-h • __.....8'.w•••`, a toll add pd,.4r.d the ant pert in Mad paid by the aid prt;rd.core wand pert,the recent '- I e n,the Quit- I 'I C.Lzs.'+.dMa+.�..t nn:.ry.r' ahemd I.hereby event ad.ebowleetA MF•-a weed..deeeed.geld.engaged ad Q^lt read and IIdF ^: ` - he whi p^rt• - � e 4Tatmd,ad M t,:li p.«nra dare--radon,emiwee'.all.mnewh end Q it'CIIstm ww e � t tlw accent ir:- �—Mn .._•n.......hen I Min,ee.Wh f and viwe ternrr,all Iha eyht lisle,Intv»t,defy gad dem.ad which the date paid of eha drat p.t•'Me in end b tM f c aiad o, lit f,.'• alw, ny lag iv tba County al Wald,rd Stale of Calonda,to-.ilt taw.de.to-wit: � ; to lying t be I >. I 0. r....%•.T. G ....'v-j, %.•.. n....w..at d.Y]w a c... n,'....-, •e-e..ws. . m• , . 1t. I R +'1....-rn` ,,,,..,,I, ,.�w.,.......... '.dare«', _ R?..... 'n........1,--.--t: e.24...1.^, _ l n w L 1 .4l. h 4.4:x^......7. . _ tin, 1)if.hr-Js... -ate-4.'- ea 1 1,,—.L., . . w4 C&a \L ea,--tit-i- a•;.a]ett (e.f 1 lot)r.-x re\ XA'.,. C,xhr.,_ p m- .I,..,___._: I • f ,deg er In seine . To Hs»and Le Held the Ewe.Together whh oil and angular On ennui-tannin and Dd.aep.tbereeete bdsup¢et to worries a,in I.,or aeuky, thtranto eppertileiee,tad all the utalo,risht,tire,ialem,and ddm wbatmertn et We said part_`,_at tM ant pert,either in lady et goal., -' la the only peeper we,benefit end behavef d to mid arts}_el the vetoed IBS-4»-. ..."—biro sod.vine for_ In Wltaea Whenai,The add pwtila_el On feet pan M.A.-became eat_:.4^._._herd.end ewl�_the do sad rent - ,. , .. .the del end rear - Aeat ohm witw. dada __..�_—__.._ aem,n,Baum 1we Drinamen m 4nnewet o. .O Ja..«r.•:p._G'Jr:hZ.A..k—_(era ) --WEAL) SP J _ _ erATX or COLORADO, I ,, a o . ra6G.v.ad fee._- Caerrre er Ltania)._I Imo.. a.>"«-a—ilT..—�Rl.....dl....—..� Notvr f wit—_.._..--.--..Oowli.in the 94b dw..1'd,de hereby @W IM4—L._:_.—.—.—�.. .•.� .—dada..—_..-- _gatta,..,J...Q.__Zr.L."itren;_..._ ........__._._.-- - _.,.—_dada—dada .—_....._._... __. a.a ke ran a ms...-0.a—_tea Dene��.wb®venx._-a.Y. ,raberibd to lbcO=x:Af.,.1,Deed.&neared before ..b._�.._-pea T led ad delivered the mid 4Mnemme tartar -. nod,.ppehvd Won a.. me-_tar. Ctt•°ar e a d ahmede.d et,—._Sw.-- 1e sealed .. ulrvne.b d arideg ,• tae ra__._JbA.—Jrca red»hmraq net,— ^—_..!._1w the m end trmwre,thereo wt forth. 1 err rorM. ?• N,thta--_ —dsy et—? ,A D.1W�— rawwn, . Grim oedv ml hoed ao-i--n. C .l t4" d , ..—.AD.,Ye 7__ MY wmW.tan.c4r _}n _.�^ '"'4 rl.A,tp iv_ . NOtA1r Pavan. ,_,.eNonaPw1c — rn,r ' `� Tom' — l_ . -.'`;}.,,; • L.ea..+- nee.. J� ��. •' rY•i,>. �4 _ . '- - .I j 10/20/00 13:13 FAX 3531964 — WELD COUNTY CLERK & REC 001 I I y __i... ..W t' C ` r a>•y {:1�^e"'�`!� ...ro t D .c • 1. • 1,. IG,Jty Y D.h. • ,(37v /291 /Case I , .a •Vie,a, i } . . . • ... . _ •..1.2)7,:7, r,..;{'':'/,.rc,:{"}.fir��I}aj-4 L".4I rt �t.�,}; !`'r,'>a�iAry�'.)°t. I ..�. .r..Or 7:.a. ., ^ OfA . .... :,.,..1`L'f,{i�'. a: ' �r0a.''I,.A•I,ly,*,' S'doC451 i a�.• �•�(Vtla � y,��I �i t lam(]., ,{_i,Afeic1" . .., . ,!„•re.'^l"e 'n.h'll�lwpl, f 1 .7111,urccs 1 7 e ', RIGHT �S A h, . /ANC'•s awl v 'a d T, ° fix, .40 a r 't' t, *"iJ� C,OCIIK�K JNA 'G�Iip e r ,^ «5f i } " • �' ' i.i�`;•.�: ,.Ti:ijj}9{SLa e:JSfr.f�.'i�.�'1;d2''`SaH�� rrV oF� Pet Lest la bi u appenst f a,elm( . I N ' IT. , ,i• • { i.ro d rtlr •1 t y.fr.i, •R�rie4,. £l, a �,• � c "•: Iw%dd red et Dlrf 1.e metaadedl:a.t tin per 1.44 is 4 rid dtee ye eda Sirloin is q{.ti,• l^t 1a •-r, S ` r Bas_ It. 7i t= @Skilled) i.ani.fln (Milled),••,ia lTilftidf•L'' 11d�eh t r- :i,...„1. - rt• I I ` �_ ^'7 y a. ., el..' w.. :llt k;77Liil ... • 7777. I.. `bt r' : . J!maws.r hersatis•cOk4 inane.Swill e tied es tar.wdeah Mina. Reap mien,d ans or j_._a ^^Ilea..W ow Ina.... a . day d ea w.e the pain we.et.Mena a gook w be.4-ad y aflame.oe,*III and IWM'•4 r .!tM Mee.4et Yoh weM r l .�- f 1 . 1 a - hs In by laid pawn,eF.�d L the Cwnry et.- Meld - `. ... I .. spa a Ubnd0.aK dueclb.d n I.tl.m, .ti I i-1: . a '6 ' 15C 1: - CCU. • f .. s ale'e.a3e.4': banlr..igi•a.duke At ianr And WO,In and Irow'AL bad Ivr An Lea d DerD^'a..terser:c L•.tdaw • a O .1 !the hnebr n.nt.d. ! j I Iha een.Ner.".n beM paled ae l.lken 1, 1 r , ley pr,..door ro r•y .r.r�--..—,-.. Ct _ . /.epee the.7e'da.Sired, i ie o Thaws N 7777.. __ 7717..--Sass—Ana.11JtaaG r.edpr of.ekh h 6atbp oLwNedtal- I Aglnewh Yail sus wareaN The Islam..d.t undo a.tons bung la be paw decd,e paws a dap.,re 1 Yadt} {talsaldn Ill ,II A a..ara....in en..I am,p.he ukl lb las be19E+L tad Mlm nta eA,a�..a a..e.ed- AY..ear lee Stu,•••44 SAS my.l..0 nn.A..been..awlg6rd Gramm.pan the ;,t a'h.Idera,lun l Dees Dolls (117!!1 In Aand pld. eAuroi NR�b�leea)STsiS•darnd Opt rt4 beery SYS. fly..d woe to mg.•dust,ph'.lake te Ll•s•I•MIA agents Inppaa D tadeler i HJSNaI b. Its Of lisee bar I abse7dt l any pret.w.h ten.truts.d line or bow.ler IA,Lee n IsAmtbent an led, t ilrt7 Dente per Tel t pba Anode 4 ••M. order,ad[patina anti w the lunbo run et_.177-7 1' 'y arse,' D on w bet,ne are onr el a•mnsrunat el the cen-uvdon.1..W Ib.e se V.t le his wean r leas .I ':e• el de t,iatfwen Ica a.orient Opt Isnt ea.en.w j It . •t,.ed.her u the ere,e b morn I, 1a ennceci are purvey ^' w ��nl A p.ead liesn rind ad n d°` .e..swn tan Nall vne.WV rn17e(III saMM fret de Sat betol,Sda Any NI.,i., Inn aaeneren#J hr id tn•'e bern,da AA. tae dee et the m,wvnea deal•be bawled s^d'throb 3 p 11 not heelere v,d are etb+uede.A the aurI.ee.eta we el e•h4 ewblee le are dike lade morn.w.geed o.cane, I Ge.e,n will le pay any a•�•R. 5 Ire resat tide to l.Draeap — wN Fed vd p pe."t I sued bp Mnae Dien' nett Ps ,wM M ' • ty r,,, 'swum N�ne.n In d I.nd tie are a rnn.eea And vs.nn d r lulu-.'w In'o.r..n a ' • n,. s-cundh'h Ih I nee so n.l ad l and ...aura-!d then that per peed..- and avg,�I. ' by rru :.w Os tiJn h Os gee w nFsM a....ream eased d and that perms Jai be daJ • i l i L h arced Ih.:a,Ina.writhe...,tad ycr•,.ew.besot.hall eam,d u end b.badlnel.pw Oa Ids aa'a,ashia+wrs. 1 presontl rryrsrnodrn• weed....and air.el are peen lam. 1tA1L ` • I.,. 1 Ili ! I t v rt 1 . i Ill WITI+pta Mle0.L m 0p.As elon Adds Lae Aurae.ea ash.. ..Aesrvald reL der l ` 'Y • S + ' ' • I I t e ID � ,W. • t r t ' I f _ �s.1V I. I. _ fits.!Led dalnaN •I ,l�.i ' ., ` f� Qnl) 1 V 1•1 t i „ f. E:". Jl7d�I t t�*�4 i S 1 � t 71 e, l I I^M.�t.3171W% t YS tii , Ili}) ..w �. . Y. r ....SD . +V a I•• IL_, Itni < 1y le 10/20/00 13:14 FAX 3531804 WELD COUNT1" CLERK & REC 004 ..•1 Soak -- 3 i/ i v �,S d 1 I f l ; # i • • .: ! Y 1.0 •S i y� L i,Jar 40-0, 1.r"� Fn,w :MI ♦ ^�y5/({�l�){/6 ;t re. t 1 ------ 4• t Y fV' �1 �✓;. Iwi 4Ii' t,' V 1..• 7%G fV irnI,jotome.I' 1�MIM W Y' YL.�.M� t..` .411'�., •e18? ' 11tItTiE.tiM HtYG—th Inn,, r1m11+ Ir1, 4 y •crop on or "• i a 0 1 MI: . ' ' ''. r ( ' '''.'14. .e.:^ ;:-.'.7 1 f t ' �InllO thin ;<riKfh , dny of att�'•Gi _` Vn tiae Yrnr p!u0t 11gr4 ; +♦! c, 11 1}ii eL .1 x 11 t a♦: • )SOku,r4 'F.�• It.• }. T. ' ,l, 4ntf�F't▪ cciAndn f+BndtrulnnJr'l'!e"Ft�}�61(]•'4It!"--'. -: • '4• V tt' Ktdtvii '.id WfYoy, 5•Jt t S11tuii, .3 t $ruti 0j, t ,..:. turllLiu$h, ik.r3, s its, • �7tt6ru+Ltllii +�.t• Nawto*i 1PLmT {�Ftn4Wu1'1 411 Doh $,st14011e. l.i 'r / 't ' 1 Prl I� qL, 1 r Y a y5 al c 05 i ,) • a: 4 t 1 t. 1 ( ▪ 1 11 ' i:'3 ,♦ P • '. s i+m s t•tti 1 it q t vet + r+ of ltha�cugty nl P ttet1,4 ylF `,{ . add F;:tnieot(••?:.fotnil, of the iinit t+dete alul ' JY•'3.6 Rh a t •' .L.•• • ▪ tIa t:rn�,Li,4aA,C°;'1': to { 11 5011]h1u•Al.tl • 1 ' ate e. • j� UI lA T 'J I i''▪ •' .•ta c: n •lk�. i.; 1 s ♦'; v ^} t ! i� I i 1 :+1 t • P• -0 •,s1i'`W,d , i L Iil t1 4`a •S I. t t + ' 5 �n .'149.::'1::': TILE`31:/ ',41• s_, r?le; 3 Y 1tUI&Cbtiulycfki�'elfl,," ; ? rnn11Nt tt'0rCulnNiJ ,ijl,hlewnl}pne4 4 1 :;j4;::".1 d "4:'.1:1!'4.. T 4 r i . W tCunelbV'.1t the wtnVT t Itltl °n nt the first kntly(o uad ttt catgtdrrnttnn of ttie rmu nt$'.•t m' t i a A'i, t r 1 t d e. . I? S,. _ . P. H ' pt. ` ,•. 'Y' f re t• t >. co.p U;•• 7s{11 .7i1 a-tJ• (ei.a]I-1,4, -:i '1,1C. tE a 1lllibin Sts „( L. a'r• Y ill ;.!;;.;.:::'4',1', Y •t r )l • } � ° c ✓ ( ��, �0lhe,Niit pn;l loa 'ot tUt llt�t tnift llagd pn l bt lhC•nul lil�tt r t a t 114%."-;.ttunQ line[.dlo reLt�Itt iclWunf t r : , i. f - :' at c 9 41* 4 r n i T P ` '• «m14t41asr1tuem;V tJ u0+t1 c't auyititilt 4n1tn .mv•;14•%•.,111•V•. tr r (•�•..' f�Uetal+}ennitedtll nntl nr(tnda 44. ,,G1;10 3 .• I • , ,, • a , °t. 'i .11444-A'''' dgGLl sin 4 tttyl n YFlrnnl rill.rnnan�. end lj'''- CFAI Hula nlr Pljid putt 1t F tits P�utiul ryttP �.;. } ' .11),.'.4:. x Ii4V l t r c' 1 t P , 1 i F5 t, &� , .0' , f0u 9 gnat AN 1runhirvt%�i111LvttutP f({irf,�utem�i tldne ntflllknlhudrc6lrl+Iltt,Ynhlfiutt iep !I j • b V;•',....:. nt ',;4-tis i gttrt.M Y1Ihttna(to} tallnwint,its'tribe, i�'T3uu.▪ uYl.3.-4`tay l'•tiitua. i t ,i 'er 3,� tN y 1 �I . l-} T>( { IiYV{r' YL 1 ! 7• Y r ; Y 1, rt•-• i t ' nil Stnta at l Alurnduf tanit ,, 'tf{ly. �a+itu"ntstJytuK4 bnF4glfiltltd 6n `Ur ^ I F+. .�i r .,,,,4;...4,.-4 1tl\^vt 11 t �• q A NI ' m.- .: t t , , a r .+ i iai i+! f, . ♦'1 v▪ .1i F'Y c et t54f Y 5 , .7 ft x t P : 4- yk' 1 xL( Y , f1e Sj'U*t;• urnrorl dutPi tlA@ t11111d1e�. �we4t I1Gitl1 If ,{+' Pt ti r o$"thBt'J0litq sl3tiL{'D'1rr,�ld,ObiATI s 14140 (d( 'lotmlt(hitf.p:Ihrot: t(uf nqi uhf taw.."t� n▪ e 1. f Y i f i� 'r • b ' t� 9 t YN#iht,04; r • , ( l 5 - 1r ft,:::',/:;±1.1./-.V.414‘. k • F 1f by •t ink, . Y Y yy1 P f �, � 15Y .! .1 t ( 1 Ails Y4n4 1J3 rxtr .;r5Ci •r s.'f 41C.4*.' L.j3 fli tya(ct-iyi i t.. y,..4 h-- 6th, Gulf S ' a 4..,,,,i!,:,..;,- ,8�1 1• r I • , i • ' 1t 3y'.l[ y:,n .fk jF ••IT],,;:iii ..-.-...1/2'..4.-,A }t , 1 Yt. :� i... fe KS } !.:: i •ti� Q.19t 31nft'i i',,,f•'Uji ISl .,, , 11•1i..� VJtt.t' P. J Jt �'1f 4oiorUttd5 UukiiL•-q4 �a • I' ✓ , ( 1 tiS ri I t F , i I ti t1s ' t� v 1 I 1 , , + sS. i r!}Y 4,0,1.1' verrt.YIli'Podt4.611 bn L.11t1 uu•5a.t,xhe northurtl t�-utbtertt'�'a�tio • 111• . ▪�`kkJ' fad Kt'i.T' ,r ti✓ i j; t! r 1 1 r , fs i• ,* � 't, r9' Pje4; gdgiilsn 21e4e11 (fl 1'nt• rita Iiu tnntlt iL, e:;. ,[• :$Drew itl lth.noEl i;; (.L& 4 ; e ▪ •S I} 1 Pr ;ca^ "• n t 'i., -1 i1 c f • • t 1' ��tj 'Lyefl. • I v s a n t :4� 11n =iJ Ir,• yt 1• T.� .. p! .t,t ; +, +aol aaa tt I I-at%r I -t In nor�ioli d� dcti on ivtelYB (i 1, ' A r it 4(f • . . at • 1' t•iCiY4 =i▪ iJi r • f '.r t ♦ tri s "1-14711; fy= :prfi 9 t�ltdbe�d• the1103ioontifni•iW; ibt�tlt aouthe nternlyilii'�otivn !v„ or, f P.. r.i.L y6S P� w 7Rr4�}�Jkt ', 1 1, 1 ' I . \ r▪, i{ r it r•r (is(QdrJti'i}194t1RYth01'1t= *t•ha•n oS .7UU con‘24.!!!-:,,74::::',,,--.! ll°wi � • J,X.::.l't IF�•1 I'v. t 1 , 1 1 7t 1 t r t ' a . , • i ••�•' u 2$ ff+iaBe�Ntose96i8 "+tux eihninatintS ih th n rthfodb �u�raer (t1 9-4,,;.:4-,„,,..:4.4.;4„.;::,, 4; ian i � .♦7 t t . P II5 ix � ' + GI e � • 2,17:.:;r4-94.., 5i ,i Z' .s '•'� "1-14 „ ifghtedq 1i , 0.Utvn9iiinaan3 Lf' tla{e 6TH 4 • , t , . .n i= _t • < 5 _s •ct17.),:":::!,. , .ya .1y • I '1 - . A • rf -::::y:44.,-.4..t'" a • Sw 1414 '._ , t :L `"fi "S' .,:?.4; ,.:-.,,,,,:',",.•......'‘F-I.,,,,+.+ pp ,i t t r ( N t ..-,`.),.::,,,;;;,.,,,.;,:c;,.:4,',;•54,,,, , , L is ' 1 ea - ,. �i�Ft✓r�•'E t{`d" • P. , t I u �� 4; • • •:•t S}t. � � s�tl' ,y SyYy .f tie >tfdli .,�,' t▪ :e� t..� _ ' Y ♦ l ,,{,t: LI • c Q I t i . ' r ar ' .. • 5 . ' t . Y i F � fl s n a 6 sfs •i P v , r + , �t',.-33:1,0•4: v ' 1 .i 'd i. 0,4:0 f.�� %?I;in '♦ "L ' 3v s▪ . t, l r .e' - ,rl°pll/te a • .3 . Via,.: ii .C1a ,i. _ trd da.. 1 1I mt o! r 4 A•.•424':,, JJk•. , tPit r• 1S�Y 4Sw1 •V ft ''• 4 • ✓3 � i 5 } .,:::-‘,c.....;','.. . '41;411.1:' It i tl•. . • • , i 11 c 1 c ..' 'rt L� ',1; x wit {.i .i•a, { 1'.1 • ` . • 'Y... �j ti% •"rNwM;,,.. ;. ':i.l,{�{.6J3fy.1y_1.1T .l #1 l i t �e _ • - Yi N .1 •.t:7 .�.. �•ar..om..bTCV.2. .t �'. 7' t .lt S-. 1 .i. s¢ 10/20/00 13:15 FAX 3531964 WELD COUNTY CLERK & •EEC X005 '.r .it ti•;t' ..1>r1r7�• � Srl,rt 'A'Ilk?,1�1 i • 31.4:- ▪ t / r e'1`+v'(.41--1"E..-;y.•• •••';;!••:1,',•11.1•,-11....:_ ; r , s Y..,,( M .}I F t ti , • , •Ir , 'L{r- �7t/11FVi�w�i it, 4,1''t• 17> tt1 11 y 1 1.. is r• 1r' 1"• d fateatYll�tol#pfdfhri501q��7pget4vt iti.iill6nLtingul9rlht ap edenudaw ad,�hvti•rlltn tf ', vey 1l r t < . C 1 r,. I a , , )...1/4.! •. II y-`r k , "rlrl'fcl�nttll.t+alahJnt]g fbt m eaytvrle tit4.'...:;';''''' '.;.'.',6i, - :j C -': li -': a• nd nll Ifie entatr,.NR I- title,+Inl {n.t and tlntiit c. Y�'� •7 ,g`,t a •;M i RI-, •'1' 'tt t$ f tlsb litst,1i et• ;On in IM It tow,:to the o I ro rr:a di lithAt nni :t Sk7lhtaiiii 416II(t rail Th1t 9 , d i ei +'. D P 1 4,.. d•, yii ell , '�` ';kJ** ,�ittlaaFnftlulan;.7gta p •'-at .2,-27 :.C dart, ii)., RMtdnnAnL'ilt,: ,fore\v Ir _ f.'s {�, g err▪ t ,{Y(MEg9% h&eat,iLhe.seld pn ti s4 of the t t nnrt hn.Y htteanlu+ ! it hand. 1 .'1 +, fr: r 2� ,uulltl�avK efPrlatalreut;.drn{`nilavawdttefl , ol�"r .109•;•••F'yes t�•/--I �'7' �,'•'')� _ r�S1aK�"' !/�L�j�- � �Wl.r'o^�v r„y%1,//Y � �r r '> y�. � d - !Jai%/ '� ! _.� ti:.:� �.-:, • f y • • (�atydand lleliverell a jcecntaui T •t ' • xt,•4 ^rf f ixir ' tr. > ''11t(1 > • ,'• + ! 1 Re: , ' ,I A ,•: ► ' k •� !J ar,• rl�'iw t.i.•• 1 1 ▪* -\._. r,� '1 mf ::;.12....,^:7.7‘.../s ; a t ' 1 4 jj • f ' 1 tt r ! .1 .,'":'....-:;,,"-7::...'..:; 1 1, ° I r. l � ": -.---4:-:;n r • i 1e L1r 'L 4J rii, 5[ 1t^/i fql) , tt�- Ir �In a • . 1 ' .i -1.,-; it r'y-E /- > i TY"♦ s tr. 1., '.•,..,-....--;%‘°.•.i t .c d r..,l C• �.at"`i, ir,,. � �. .4•101 [t,ly • ,`,'}3 11. !},.S.!.r. { f[L,t. 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I .' i ....:1.,rs r11`-q.4.7:a 1�4f .'�' Er ffee'aad v:.1.1 ii net fur the u,,, autll purpose.tfiS sat forQ' ' ^' a e i i'K . .P'' d '1{l 7t tr , Il r at,.-.:9:,.: ...a] ,L I [ ;t42.4).4 "•-' ` 1 yrk °r,1tQlYtu uadartar arrd en!t 1Stutllril+l atnt(LhLY Wt1t�?.it` Or 1 Y E 1"• l I •-•' �L 17 . 1 i rJ .) t..{ 1 ,+ tG'tG'�y4i 1 iJl.H 1'tiy\ i`Q' � �... f It'll; 'AV, �F„ r�,ryl:t Cf~ '•.{y"'�1( v?[ lAr 1r .1a,R r{ �f {..v r 1• • ' a�rt. r _ t}t t tM t.. .a.rf > 5 .� ! >,•1 % ` ` '/ a+77„7,'z b347'..k4 1$ atfede*pitds avv ap r IAattGJ 871433 c ipl y + .7:;,.; If �1(,�31! l,t ".��].f 4; t51, rl v. r .,•:1.11.;:•!....•.-7,11/4 v� 1 r s f ' i "�{ L 1I Lu y f,� t r 1 1 r {: je . �I .::::'‘-?-,,;', W J.a 1; CY•. Y•P,•Ya FitJ' 1'1I /1 a r1 x 5'1' , a t .� r ds ,:Jl.b+l�!•,�• �1♦ ,ry4� ,7 tlry !'•i t7yro 3 1P rr 1: •rj1 } ' JM1 Y t r�i f i. . .1+ 3.I4C / M1 V�gf rri:tf: M1�' .:171SfiNet btar .'t tL..41T C.11r �y '.. I\[~� .11 ... t•. MI-7.iCtl. a rij•G,f ',�t3 • >r�', J'`. iA f t �: FJ, F �t. '�r4 t•a�y,k'+ 'h'1 . � �S 7�4',•rtey i 4,5,-1,1..7,tr r ▪ • a 4 xi;aL:" T fii ��.�• 1 v. t, y+`�r f •rs a • t s S �' P k�.'t• },{5+�CriF�. •frn.,/ e t 1• t 7 ` P ti L r.: ff rf+: .i Yir�''• 'YJ y73 Yl1,i.=:: t ' .J ir.. r t Y i .1 :I 1 1 ,.=:.;:'ltt a 1 :,a,4y>>f/i lrl 1 t\ri I •u 3 • i tl 1 1 5 J s Jt (t5 ` tl ltn i Rf N'if' >.r'1.51 v t, 1 11, . tl". i t � ,,p' I 41�a 'Std yq�i r i; \r y i t a 1 t h' �' '{ Y Pqt� Oy '*f Ir(( ! ' + '' ' 1 '1 i \'! :; ' • + T .', 1 • , �'�'+ '.'�t'x !,( fpWGyr A ti� l ],�F�s 1' •d it t i tC' f� IY l 1 • r T-" u, , ..pty 1 t• f� ie t r I t • r.l..n F.�, i : 7 K / ..�'1. s 3�7.{w51et`•{:tr4 1+,F'i S trJ z� n `I.� r�tt r ` r ' E 1 !.. 4,03 B siM o f I ,ir t r4 fx 3 ., 2 lL' l• { • : • i ,1( Ii 1.'1!t e+ ♦ - v r ,vt w tJ '.:.:.::::.,:,..447-7.• { i I t 4 77 wit {F a!'t•'• :a. '...f'a i# .4'i kJr7 .)." `. .. • Y. 10/20/00 13:16 FAX 3531964 ' WELD COUNTY CLERK & REC— 009 I.+ I�,, • L .1• yj. Gil T ,,. ` 4:';•••-•.':-_, .N ins 4A-12 _ :4•a 1.> H 1, . a 5..,?i Oa e.. _.•'Tani f.'4% t "t':Jksi.Y+ y.': t w N c: Y T; �•.i � :1.41"1''.. LT, f� l l • �tia ---,it, • a 2 ': ,. J I "•? �� OO- •ree .14YR911.fl7 ' ., YWpa r a� ee H: 4. M •i ^ - RIGHT-OF-KA7 EMs[Mi r`3��r+ i �T4414 • tj "" f p¢ • 'coIC� - , (CORP OR ATE PROPER_1,T4\ •;: ; ,/''n• - -' y" .'1 A 4,-_':i... ' Ie#_-..—...--, i Th.Undr•[i$am(Greer 1 tack end ell.1 %..II Tgrt Ik*moo)in tnd le centilitr.dan .�. I. tr}; One Fpp dyed aoO H9/IOP— 4etl«s(s I 1 in a..4.1pa i by tit retest,Al a. wW m •• {,11.: is- .•t•:pt NLe.•.1 I,k«hreck...ltde•a,irrtby tints,k,rTelra and e.n•.r+into Tin grewwa Inn* T•I•pL..e,ad T.IeT..pk C.nysny,.C,I.1-d.ttrWrnlan.T71 lAk Sweet bn 'w. ,GIa+L.10202, * r+ flGroan,Ps wac..Ier.,so slims,Itlwts,Iletn.ns and.e.ee el RhU-aJ•1(wy restate nal 1t.d(Ia �,1 5 P O b dnr .1.,e.lalsln tti ra..n•rnI cs•N.nlctlon n.J rramr.eillli..,hem the.le time.El , ,perm., m sa:J Grew*,.ry tevilr..var:t �«.......Iw.l • Dana[k[hWand*"d[[triLtd IadJ Irkleb tke rNmlw care, St'. i°E [ I.In..bIck lkt Gmmet Kos my:at«+s[,re wit t f + tY� ai A ten foot (10') Rlde'pereanent Easement located in the seuthwwest quarter (5111/4) 1} ' • i et • of Section 11. Township 3 north, Range'68 Hest of the 6th Principal Meridian. said T• - ,t ' ...,:7?-rt.: .*: .n Easement being were particularly described as follows:in o. The westerly ten feet of the southerly 1,432 feet and the South ten feet of the o westerly 35 feet of the southwest Quarter (5141/4) of said Section 11 lying ,€i n ::1.1,1',. adjacent to and parallel with the easterly and northerly Rig11t-of-May of 81t-;''...-* 4 4 •. _ i.dt , ,I interstate Highway Ho. 25. 1 it• +• E- U fIr o r1 'I I .‘,.‘",`....\4 ;Sir. lrt •Inert.Isy.w.tf, Yell .Lefel Colorado t S , � fi ' TOGETHER.I[b tir.rite.f Torun"sd.Trite e.ay sd sans S.lead..{On G wa+t P.,ea(r...1W .L.t•1«crli..d'ninny,as dibd to tine red Lsty el.mit.d ell trims id MUT iHtraetien me any be `Y' f .•crawly..Id tk.INS I*rued!Nk«wilily teya.In tot*,the Allot any leletly.•IK Centre i.r a..rs >: 3 r -4 Moir«IIIi7 p.ry..... I r { T :may I P I ;1.',' ; • TL.Cren1«rn•nn tM ritkl h ecc•Fy,n•,.14 tehl�l+atlJ I^Pee,)(«all preen pi..l.eralaena - rt` mAL Ile ri.II,L«•Ie Tr....J• I } , , . .... • illSlel•ed red drll.«rJ 1611 .[J7q J T ...: ,-,- ' lI •te'f [!ills ,� �/ 65t a AT*.EST: (Lw.J... � /[ill/ ( rail \I � • aakR 1 I y. �I K ',.-.± n Iw h.W..et tl e.•`I..T Cener.N«I + r -•`� s 4,-,,Q , • (s„I) 'Callahan Reservoir SIrrigation fottpal(y ,• t' h ?±; 4, t 4.-i,!, • Y. I s..„.., it fluter) •�',Tya ' r•«•.... • i . 1 L - 1 sec.(t) wrir.tf in ore— i wi cka`MJa•d Lafm t..r.is 7l th at /+r �lL.9yuyyt , ITZ b Hick GHrn Pnnlleet, ,: M q,al— r,,Veticn ,s.o.a,_y a Callahan ""r I (c, N �,`a••` /[. 3A. ,eC«p.ririn. 0 L //yy 1.a wl�AAab''y La.J ea eintlal set." tap ._ *OMNI ill Mg ip spire i gr galliCti cane CIA-a.11717) , Ail 4. A Ai e-7 ^e .I , ^4 IMC � t[alURA Ir LC(tZIUYI9 Pa(I(Caa O INS C4ATIFICAT a wars a T.<o. Z r I WurTla SECTION p� .�. [ `. a J -I SECTION /l • ■ • •! 7 Via. • .■■■ y TaW Nnr J !a■_... S w.aele d.`J-Hair! : Ski - I [mica la ��.1 11INGNI Ion tlklftOIN Co. •i J I •• � , 1 rm I P*I,.e1PAL • ljeRI0IfT 9W r'rC.tour.fl OCR• 1,11cL : Iscrrr cn+lc uauP.naON: ajeo,.1la Lt-Nd�-Ltwlpevi-orl! tsar C3L ' . • ltataae,CO4V,a aa1..l. ptonnDa°6a•r . e' •'L. nmeL[o.ce.tralr BU. CA, _.. Y minas • - -. . . { rR 1f4 442:. , , @Li*c . C. ', t_; ,N- . ,$ S.(t- • - IS. !.h . %..a.. .•I7 'Xt'. 4� .. 1':f:til La.Ctilt JIT&i CtV1 .. I 10/20/00 13:17 FAX 3531964 WELD COUNTY CLERK & C Z007 'i t...-.--r....-...m?:.,,,, 1 l n!vi.csi y. i`"', :x v. rt...w•YG +. :-..,: ,•..v.. ., :::tit t, '.u 401 °4 0 'X': ` try • ! ��f "�^ '3 t . • 1' l '666 RIGHT-OF-HAY SASSREHT. • w The undersigned Grantor for and in coAsideration of One �! t ri Hundred and No/100 Dollars ($100.00) is buns- paid by.the'Grantee, t a� the receipt whereof is hereby acknowledged, hereby grants, bat- i{ ry5 • A gains and conveys unto THE riOVNTT3N STATES 'PSI-F.a HONH iA('�D T�'g` > s 1 GRAPH COMPANY, a Colorado corporation, 931 14th Street, neuter, t 4 *4 Colorado, 80202, Grantee, its successors, assigns, lessees, `,) licensees and agents a Right-of-Way Easement and thelright to S _.')- Iw ri construct, operate, maintain and remove an Underground tele- • r f i;; phone cable under and across the following described land which „ - ' T' the Grantor owns 0L has an interest in, to wit; . 11::-• •(t-y� 1 . I Fat A ten foot (10') wide permanent-ea6nmcnt Ioca�ed • w I ' '� in the Southwest Quarter (SW-1/4) of Section '�1, ,� ;;'Y , _ township 3 North, Range 66 West of the 6th Prim- • tf "� .4 .,•. a� cipal Meridian, said easement being more parts- L ^. P described " - ^� cularly as fellatio!as I ii �:"` ! • i The westerly ten feet of the southerly 1,432 feat ,. and the South ten feet of the westerly 35 fast of the southwest Quarter (SW-1/4) of said Section 11 lying adjanent to and parallel with the easterly r + r> --wand northerly Right-of-Nay of Interstate Highway i."' 4. „ w• W Mo. 25, ! • Y:� I --- situate situate_ in County of Weld, State of Colorado) l '-le r".:3 fr., ,y_ TOGETHER with the right to clear and keep cleared all trees t^.1-:-/:':Z - end other obstructions as may be necessary and the eight= to } permit other utility companies to use the right of way jointly • ' � with Grantee for their utility purposes. r is t( r The above grant is made subject to the following terms, F Y t CCnu'itlona and reservations: I It . t 4 a 1. Grantor reserves the right to occupy and use the premises for al% purposes not inconsistent with the rights s _ herein granted. II 3!ss y S -r i 2. Grantor reserves the right to raise the grade on �° - ' { 2. s the premises, and in the event such activity ties,reguirs the fsc"�x • 9 raising or relocation of the Grantee's facilities, the same p' t „ .I Isbell be done at Grantee's- expanses I rE€t19.'- • 't 3. subsequent to the initial construction hereunder F tiU and any future construction work, Grantee shall restore the Tt_d+' ` land to the condition existing prior to the commencement of t v '�1 . ' I work. I �i a99 • 4. Grantee agrees to indemnify, save and hold harm- • *4.t) + ' "s less Grantor from and against all damage to property or injury r or death of any person Or persons resulting from or arising iO ` ; cut of the exercise of the rights granted herein, a �s ._.•:_ • ' I $ •j• i A • .I.-- 2.P3 V7-. .1 _ :'• 1F ?•-t—t;+a ��i. .' '''.1'W.,', �10 ref `f ��13 ,. t t .a T'" "' y Col"'i ! i tr �xt • Z �' .__ 1, `^ t ( Ill:, f r (y,i ry ° .�i 1 4 b/.�" )i rr , a t,+ it,. •,4 r. _ _k .t1.:4,1),?..-vial;'-..7,:e.112 !` • as C ,~ I.. 10/20/00 13:18 FAX 9531984 WELD COUNTY CLERK & REC e008 • v i f s. • • 1 y R ' S. v J ' i .�i �4..:1'..J. ♦4 4 • ' i4`j' i.�4. rU Y •�-:••••••r....../4•14',.is . 1 �, .l', Ir.:: { ‘��. t't{�r t . q C r .. /Jy : t.36 t, : qFa� 5. In the eventlGrtfntae abandons the use lo£ the prem- �� isea as herein granted, Grantee's rights hereunder shall cease - r. > - and determine. - ' / 4�'`i ° . itsigned and delivered this /7"-2.ay of ....„,. .„07.4..-,-,4.4.-r 7 1971. ',£ )\ `cxa"R1 . PUBLIC SERVICE COMPANY OF COLORADO IS::. .,Rb i .. 'a( 1417.. Isis. t.r••.ae.:�•' ... t - Al .,•• �'S' 'k Th. D. .`. By t2 ' Y (via—Cr ` �S K v\ it.e I V1,?et President —. ' •`.a... na! � . *ifr. . . ((SJ4T:j//( p�� • �. ; •i r li r 1 1 ti•• • 1.....4-: ''''''s! secretary' STATE OF COLORADO ) I tlilv �: ty a• Cin4--County of Denver ) try �cc ma foregoing instrument vas acknowledged'before me x r this /7r�' day o1 SEPrPM rlFc 1971, by fk,iti CC4/ as Vice President and ' I Tf? i' r:rG/ : 1 ij as Secretary of PubliC Service•Campany of Colo- 1...14T S' •+ 1 rado, a Colorado corporation. r� d H. 4, witness my hand and official seal. I '" -Y 'I v ,to AR,. •ice',My Cemni aaion expire.a y.,c.r-�i � /27-5`- •fi ."' r≥+ I,....-4 tti _ 1-:: U ! R) .' ' r':, PUBLtL.:•, C / ..1✓ fie... ..•e\ s No�rr y Public '/ t • I � . } r1 • • .4 i ib .I1 i ,•:-:4-••'_.q - it R sa r 1 TV' I III. tp.. i } ae. a iu Herr.&99RereA- > 1. -•: -2 ca r 3 F3 4,. r .,•y b.} .--2 ,--,,- y )..t•".-'1 •e i an..ytc�M`Gr : .:- 4.':-'' • > k .: r�•,:.-7-1•---1 -,4,-.27-5,--,,---•:.: :1 r . b'''', t' vs.. 't1 iiyJ a ti , te:.R' a '7r •fir'•.-alt-ro?i i,c4, 1.} ta rc t\ .:--.m t r1.H i'Sr).}�Y KKler. it : , - _. i 10/20/00 13:18 FAX 3531964 WELD COUNTY I 0 000 CLERK & C IP ��q 1•;.� Fw Masaxa4Ta• `sRf F I -iY',v-441:TrtnAxif.Ynrr..n 2 I' d a. a �� c t°4.. RI6FfT..CFWAY'CONYEYAN4A. 1• ,i' t ,r • zw..±a s.a...enia:14 (%l ^7r . ... s '• ` " •..I -I•J it(f1..,• ' I Ie•0d ndJPl.i IMl.:ir. mI.LS:i+Ie..Crl:W!r d.Y..WYd.ow.:1wY.I:LM%.i�. r—,• 'I ; *1111,5 J: biker II atria '-• ) .. • •':II:k t x4447 ,}..Itt l,V, ti -1..4 i . . . 1 • I; I �. . I f..f.,f+n d.i O—t 'Lenkr•-^I w....a M C,TW tin twt W WAN*.•Mw. 'c■r•�n.W- '- I l.i I.. .rlr...1•..Wa e�*•d•writ.,a.rk� I r.ne a..Jura. @tort rarr.drat•r r......pp.••Y Iw ae crWr._ ' 1_'.l 14 i r , pa.a..h.t r r.r- ^•...el amIn a w r Lr.J.sl H(men.0......I 4.4M la: a."'r`...".•••• . _ In yy•.M e.e...r*rod In el..O.ry a_0•1&. 1 I •5,o-al CedW W ireedref.$4•••• 1 .- I • 150 • 5C •• I i ... 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I TY r -40 V.. / �}11t, t• re;r F 1�a-�J1 1 ' " t4.." i. i•4°,'"F!-*;''''1a ' ' T 41Q • 'l.at4.'i' J1LNi 1 .{�1'l1\4..1.-� J-: '_+ 1 3'./.1; 4,1".4}-1. - 1 •q 41,,i':/•"t h r .tr a rtT �i•7°',!01147441•: :.‘41t +.: '♦ 1 6•.�`P fr �`l rl �'C S Nit tl 1 irl.l r... ,. b� t�{/tj•1"Mls �'�r.r<FI„' x `�x k 1,%1 r,} �+ S. •I . c X3. 1 �k. . tit • I . r y " r Ll '' ,,,{1 rl n w r f ,t1 �. 1AV Y��+I>1, ', ;t1,*}rl�tl, 'ir.'r�`u�r:�,FS�'?e _i�Jk:t..y,., 'l.L�_.1'f, j f •. Y�d(:0� dl.l,f,L..:+ r %^7I '3 re,-113 Syl.7,O t]'7 1', PnnfC9C YY3 OT'l'1 Iloin41/nT 10/20/00 13:10 FAX 3531064 WELD COUNTY CLERK & H,t:C Oil t , � i 1 fl . . , ' e 1015 AEC 01949467 12/08/83 15i39 I $6.00 1/002 •f F 0520 NARY ANN FEUERSTEIN CLERK L RECORDER WELD CO. CO ( AR19494L1 .. .' I ,..n, .RIG{i'i-OF+WAY GRANT ,a,�,. v'.`• _z i C, - •KNOW ALL MEN BY THREE PRESENTS} ,%'.• .. That the Grantors, LearSn.¶)1, Owen and Dnrix Qwanal h wile Rout. • Slat reui11 n• f7.,lnradn MOR5L 1 �I1 of the County of Weld -, State at lcolorado _, for !� and in consideration of the sum of . S90_n( ____ per linear rod, the receipt of which consideration is herebyhereby'acknowladged, Independence Street do hero- Darenco, Inc., ♦r891 t by GRANT, CONVEY and CONFIRM unto Suite 150, Vhep-ripe. Coloredp 00033 successors and assigns, hereinafter called Grantee, . the RIGHT-OF-WAY and 10 EASEMENT to construct, install, maintain, renew, f()place and operate a pipeline and appurtenances thereto, for the transrrrtation of gas, gaso- line, oil, petroleum products, water and other fluids, or any thereof, in. under, upon and through the following described hinds situated in the , I COUNTY OP Weld , STATE OF 'Colorado , to-wit:' A� Township 3 North, Renl;e 6I West Section 11. A portion of the Ely Section 12: A portion of he 17{j --, TO RAVE Awl, TO note said right-of-way and easame [ unto said — sual�a eao ra and assigns, so harenon Ter.,� _ - . I r long as such pipeline and appurtenances thereto khall ee .,,aintained, , �•' together'with, the right of ingress and egreaa frtm'said promisee for the I •4�.. purpose dt Constructing, inspecting. repairing, 'Maintaining, renewing S ,,-;.. and replacing the property of Grantee located thereon, or the reraval a: thereof, in whole or in part, at the will of the Grantee. Grantors re^ - tale the right to use and eojoy paid promises, subject only to the rights } ,rf,n ° I of Grantee to use the same for the purposes herein expressed, (1 ,) Grantee agrees to lay oil pipe hereunder at 3 feet depth as not to interfere with the cultivation of the Doll and repay Grantor any damages to growing crops, fences, or other improvcmants' which may arise from the operation of Grantee. 1 r. (2.) It is agreed by Grantors that any nyment of consideration duo (under the terms of this instrument may be made jointly to Grantors and any mortageaa o- record at the time such payment lbecomes due, •,y;' ite . eras. r^ 1 ,.,. ",,. ' - I D+fRy -.0 :i Y,•iY j I 10/20/00 13:20 FAX 3531964 WELD COUNTY CLERK & REC Z012 i, �• 0 X / f' "• T ',: •' rr /+l Y &''.)H y� '5 YY 4\^\'•mil, 97.-- rw � "•, .' -w2� .k " -r l t r ! s% ri• � 5 1015 REC 01949467 12/06/Bi 15%39 $6.00 I/002 ,•`' • F 0521 MARY hNN FE0ERSTEIN CLERIC i RECORDER WELD CO, CO •.‘. IN WITNESS WNEREOY, tho said GraRt_oxe_,hayo hereunto au: their hands, . _ " .° this , day of „r sack,it, _ • 1 i. i e Y I ACKNOWLEDGEKENT F � STATE aF CrAcK•o d n 1 .. l 4 Ina II ps. COUNTY OF .y [-. ,.\ .f-I • nn `` before ma, a Notary " k c this a and- for day of i�Atate r ono '' �� p ile in and for said County 33nc.�ate personally case the above named t --se n> 1 e rl t f•.%.j (O>.le [ti 0. J . • 'w ' who poraGi ally known to ixe to be the identical person who - exocuted the within and foregoing instrument end zcknowledged to roe that ti executed the same es free' and voluntary act ' and deed for tho uses and purposes therein set forth!, • -- ..c. IN WITNESS WHEREOF, I have harunto sot my hand and affi,xac *.., notarial seal the day and year last above written. a`.,.•J•••..•,o �.'• �-, ,, M1`` I �i " M y �1:4- A�' y1Ji1 . My conmineion expires: r: . - '\-r�D {/ . - -_' 'r'• 1! t `- I I' -_ - ---71=----S-'1.; I i .J.. 1 C` a E- CY� i O l p iI Keystone Fan,!Annexation Mailing List Ming List File•in Excel"or Ouattro Prom Required First Name Last Name Salutation Company Address City State Zip Certified Mailt Parcel* X Weld County Board of Commissioners Gentlemen P.O.Box 758 Greeley CO 80632 X Weld County Planning Department Dear Monica: 1000N.17th Ave. Greeley CO 80632 X Weld County Attorney Dear Lee Men.Lee Morrison P.O.Box 1948 Greeley CO 80632 X Weld County Road and Badge Department Gentlemen 915 10th Street Greeley CO 80632 X SL Vrain School District R-1J Gentlemen 395 5.Pratt Psnkway Longmont CO 80501 X Mountain View Fire Protection District Gentlemen 9119 County Line Road Longmont CO 50501 X NCWCD Gentlemen P.O.Box 879 Loveland CO 80539 X St Vrain&Left Hand Water Conservancy District Gentlemen 9595 Nelson Road,Suite 203 Longmont CO 80501 X Little Thompson Water District Dear Mike Atten:Mike Cook P.O.Drawer G Berthoud CO 80513 X Weld County Library District Gentlemen 227 23rd Avenue Greeley CO 80831 X Tess Communications Dear Klay Men:Masten Fennell 12050 N.Pecos Street,Suite 200 Westninister CO 80234 X Xcel Enemy Dear Sam Men:Sam Johnson P.O.Box 840 Denver CO 80201-0640 X Xcel Energy Deer Mr.Pendleton Atten:R.L Pendleton 2855 N.63rd Street Boulder CO 80301-2934 X United Power,Inc. Gentlemen P.O.Box 929 Brighton CO 80601 X Owest Dear Carol Men:Card Veysey 3351 Eastbrook Dr. Ft.Collins CO 80525 X Owes(Communications Inc. Dear Pat Attention Pat Prouse 450 110th Ave.NE Bellevue WA 98004 X Natural Resource Conservation Service Gentlemen Weld County 4302W 9th Street Rd. Greeley CO 80634 X Colorado Geological Survey Gentlemen 1313 Sherman Street,Room 718 Denver CO 80203 X Colorado Water Conservation Board Gentlemen 1313 Sherman Street,Room 721 Denver CO 80203 The following agencies may be added to the mailing , list,dependent upon the location of the proposed annexation. Johnstown Reorganized School District RE-5J Gentlemen 3 North Jay Avenue Johnstown CO 80534 Berthoud Fire Protection District Gentlemen Men:Chief Charles P.O.Box 573 Berthoud CO 80513 St.Vrain Sanitation District Gentlemen P.O.Box 908 Longmont CO 80502 Longs Peak Water District Gentlemen 9875 Vemdtlon Rd. Longmont CO 80504 Town of Firestone Gentlemen P.O.Box 100 Firestone CO 80520 Town of Johnstown Gentlemen P.O.Box 609 Johnstown CO 80534 Town of Milliken Gentlemen P.O.Box 290 Milliken CO 80543 Town of Berthoud Gentlemen P.O.Box 1229 Berthoud CO 80513 City of Longmont Deer Brad Men:Brad Schol,Planning Dir. 350 Klmbark Longmont CO 60501 The following adjacent property owners(real property end mineral interest)are to be added to the mating list,(prepared by nue Company,add rows as necessary) Harris Kent W.&Signe A. 4665 WCR 34 Platteville CO 80651 *120711000085 Owen Farms 1508 17th Avenue Longmont CO 80501 #120711000090 Owen Farms 4505 Weld CO Road 38 Platteville CO 80851 #120711000091 Russell Partnership LLP 16882 Weld CO Road 1 Longmont CO 80504 #120711000089 Vavdna Daniel L.&Sheila L. 4531 Weld CO Road 34 Platteville CO 80851 #120711000086 Burch Family LLP 4225 WCR 32 Longmont CO 80504 #120714000009 Just Louis N.&Mary J. 4584 Weld CO Road 34 Platteville CO 80651 *120714000016 Latimer Robert A.Jr. P.O.Box200884 Denver CO 80220-0864 *120711001016 Melendez Baldomero&Bartle 4520 WCR 34 Platteville CO 80851 *120714000085 Reyhani Kazem A.N. 8283 N.Foothill Highway Boulder CO 80303 #120711001012 CJK Ranch P.O.Box 1258 Longmont CO 80501 *120710300017 Rocky Mountain Fuel Co. 910 15th Street*756 Denver CO 80202 #120715000069 NAMES OF OWNERS OF PROPERTY WITHIN 500 FEET Please print or type NAME ADDRESS, TOWN/CITY, ASSESSOR'S PARCEL STATE AND ZIP CODE IDENTIFICATION# Harris Kent W.&Signe A. 4665 WCR 34,Platteville,CO 80651 120711000085 Owen Farms 1508 17th Ave.,Longmont,CO 80501 120711000090 Owen Farms 4506 Weld Co Rd 36,Platteville,CO 80651 120711000091 Owen Farms 4506 Weld Co Rd 36,Platteville,CO 80651 120711000089 Vavrina Daniel L.&Sheila L. 4531 Weld Co Rd 34,Platteville,CO 80651 120711000086 Burch Family LLLP 4225 WCR 32,Longmont,CO 80504 120714000009 Just Louis N.&Mary J. 4564 Weld Cord 34,Platteville,CO 80651 120714000016 Latimer Robert A.Jr. P.O. BOx 200864,Denver,CO 80220-0864 120711001014 Melendez Baldomero&Bartola 4520 WCR 34,Platteville,CO 80651 120714000085 Reyhani KazemA.N. 8283 N. Foothill Hwy.,Boulder,CO 80303 120711001012 CJK Ranch P.O.Box 1259,Longmont,CO 80501 120710300017 Rocky Mountain Fuel Co. 910 15th St.#756,Denver, CO 80202 120715000049 11 AFFIDAVIT OF INTERESTED LAND OWNERS Page 1 of 2 .. AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE Subject Parcel: 120711000092 THE UNDERSIGNED, states that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled from the records of the Weld County Assessor was assembled within thirty days of the application's submission date. Sign re 9/6 / Date Property Owners Within 500 ft. of Parcel# 120711000092 NAME MAILING ADDRESS PARCEL IDENTIFICATION 4665 WCR 34 HARRIS KENT W& SIGNE A 120711000085 PLATTEVILLE,CO 80651 PO BOX 1060 KEtSTONWFAR1v13ttE FREDERICK,CO 80530- 120711000093 MILLER MOTOR SPORTS LLC 1060 MILLER MOTOR SPORTS PARK 5650 S STATE ST LLC 120711001015 MURRAY,UT 84107 1508 17TH AVE OWEN FARMS 120711000090 LONGMONT,CO 80501 4506 WELD CO RD 36 OWEN FARMS 120711000091 PLATTEVILLE,CO 80651 4506 WELD CO RD 36 OWEN FARMS 120711000089 PLATTEVILLE,CO 80651 16882 WELD CO RD 1 RUSSELL PARTNERSHIP LLP 120710000031 LONGMONT,CO 80504 .../setSgl.asp?cmd=buffer&PIN=1 207 1 1 000092&Part=120711000089,120711000090,120710000,5/9/01 AFFIDAVIT OF INTERESTED LAND OWNERS Page 2 of 2 4531 WELD CO RD 34 VAVRINA DANIEL L & SHEILA L 120711000086 PLATTEVILLE,CO 80651 .../setSgl.asp?cmd=buffer&PIN=120711000092&Par 1=1 207 1 1 000089,1 207 1 1 000090,1207 1 0000 5/9/0 1 Weld County, Colorado Page 1 of 1 • Weld County, Colorado n ,"..: .+-‘44 51 r1 f u.�747. x4 3 3� ..;!..m.....4.,•1".,„5,st li K, Fn &43.4444,5:45'.1:55:3144,44,4,' `'4 x sJ";_. 1 75 KM1 6 eF , es,_4 h 0 5S? -,sti y t q ey * Sic.;J 22. Fy 4, 3 } � 13 f(�#ti 1 J'k4Va } - 1 Y l Y ' kx't 33q a lz!,;4n s A. i ;f l a 1 4I , N 11ao,'� SS "] 4 -sd.�f x i^fir L- m i 1 +sir y 7 s�srS i4s 'r iili 1 t k t �m-wS i > S ,i. i� , r�)Rilsci v 4�+ 3' * 8 �1�mow+� yroA 'R_cl.`<S _ azrI'b� rr x end r pi'x`!'i 6li,-,n it As7 Y S"a' 'r'Cr,l' 1q dt i � Legend �t as„+ � a s aY q; selected FeaLrec as , g ,i ,. 4y V �'-! in nee fferPdygon Y , oja xcl'4.p£wt \ t _ J t', tr N mmueerrargel pm rtrt+� ; 1i...y � Cy J -T rt s i 4�i i yt � ❑ Fauna ewder ri•f � x� a �$Rr ,yy{ 1 L t-7 1 y IA"?' �su.. 3 ..f a J �A AP�347a0R u i2 a' li r r3 . a "^W ❑ section Grid yy 5 h 1 D 1 g ti d f '� k sus n ,e4 ; r , + , To .1 v 1 d ie sa ",7 a M ::.@11.:,::41,.;..",4,- ` 4 s fit, 4 . , 1 t 5aE� osSj i a$ r4� - e- " 7, v + yq v iT va J l -�1 n a � f i r a e t9 _ 717 le w r s .e 1r dui uh 'l4 i„1-Ff r � :� �i i- �. ' �V1?St or ,,.,,,,,,„„m,„ +yRj Pr ,� t99'"° , a ,i',g ri 1 2! 1 c '! .Hl,,s a ` , d 4 s r t Ry35' _ s ec w.aa c .q.Caro.}': : `.3 _.,s-._:.Ch 'f�Co.QP7a1 . .�7dro 120711000092 KEYSTONE FARMS LLC Total Taxes: $725.80 PO BOX 1060 ►� Amount Due: $0.00 FREDERICK, CO 80530-1060 r http://maps.mer,../com.esri.esrimap.Esrimap?ServiceName=weldovr&Form=True&Encode=Tru 5/9/01 AFFIDAVIT OF INTERESTED LAND OWNERS Page 1 oft AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE Subject Parcel: 120711000093 THE UNDERSIGNED, states that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled from the records of the Weld County Assessor was assembled within thirty days of the application's submission date. r- i/Acce4r, -0172x,atur e -5 /f4/ Date Property Owners Within 500 ft. of Parcel# 120711000093 NAME MAILING ADDRESS PARCEL IDENTIFICATION 4225 WCR 32 BURCH FAMILY LLLP 120714000009 LONGMONT,CO 80504 4665 WCR 34 HARRIS KENT W & SIGNE A 120711000085 PLATTEVILLE,CO 80651 4564 WELD CO RD 34 JUST LOUIS N & MARY J 120714000016 PLATTEVILLE,CO 80651 PO BOX 1060 K-EYSTSNThFARMS tt-e FREDERICK,CO 80530- 120711000092 MILLER MOTOR SPORTS LLC 1060 P 0 BOX 200864 LATIMER ROBERT A JR 120711001014 DENVER,CO 80220-0864 MELENDEZ BALDOMERO & 4520 WCR 34 BARTOLA 120714000085 PLATTEVILLE,CO 80651 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001015 MURRAY,UT 84107 .../setSgl.asp?cmd=buffer&PIN=120711000093&Par 1=1207 1 1 000090,120710000031,1207110005/9/0I AFFIDAVIT OF INTERESTED LAND OWNERS Page 2 of 2 1508 17TH AVE OWEN FARMS 120711000090 ,. LONGMONT,CO 80501 °�"` 4506 WELD CO RD 36 OWEN FARMS 120711000091 PLATTEVILLE,CO 80651 AT-I? 8283 N FOOTHILL HWY REYHANI KAZEM A N 120711001012 BOULDER,CO 80303 16882 WELD CO RD 1 RUSSELL PARTNERSHIP LLP 120710000031 are LONGMONT,CO 80504 ""'T"' 4531 WELD CO RD 34 VAVRINA DANIEL L & SHEILA L 120711000086 Ott-9- PLATTEVILLE,CO 80651 1' r-� ,r- ..JsetSgl.asp?cmd=buffer&PIN=1 2071 1 000093&Part=1 207 1 1000090,120710000031,1207 1 1 000 5/9/01 I Weld County, Colorado Page 1 of 1 • Weld County, Colorado �� kn � 1 1 3 irkt . ! i"tiE. a t _ " r ?�du0 ,•:.:,'„,..1, Selectatl_FeaWres tt'l "Ali-ill a xl , /Vi meBUHa Pd Y9onz yt'� y1 '� u F ti` ;57.91“-.1. j, 'iiv. ^/ ie6unerrervet Yh� ,f>t -7;;I, vs. `7 - 0 county Border �� {l₹r, i 'I .{ ] ' 1 ;Li,„ Parcels '1 W $e FY' 1 v xif..t.5rl x' + � ti w.a-,44,,,,,,,..� -1 -•:,;-•- -;,4. (ah • S000 '.,2�2 120711000093 KEYSTONE FARMS LLC Total Taxes: $903.20 PO BOX 1060 ^ Amount Due: $0.00 FREDERICK, CO 80530-1060 r http://maps.mer.../com.esri.esrimap.Esrimap?ServiceName=weldovr&Form=True&Encode=°Tru 5/9/01 AFFIDAVIT OF INTERESTED LAND OWNERS Page 1 of 2 AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE Subject Parcel: 120711001015 THE UNDERSIGNED, states that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled from the records of the Weld County Assessor was assembled within thirty days of the application's submission date. Signa re S/9lo/ Date Property Owners Within 500 ft. of Parcel# 120711001015 NAME MAILING ADDRESS PARCEL IDENTIFICATION 4225 WCR 32 BURCH FAMILY LLLP 120714000009 ` LONGMONT,CO 80504 0 P O BOX 1259 C J K RANCH 120710300017 LONGMONT,CO 80501 PO BOX 1060 3€EY-S-TONE-F*R31S-I,I FREDERICK,CO 80530- 120711000092 ""7" MILLER MOTOR SPORTS LLC 1060 PO BOX 1060 1€EY-S-TONE-F*RMS-Lh€ FREDERICK,CO 80530- 120711000093 �,__D MILLER MOTOR SPORTS LLC 1060 are P 0 BOX 200864 LATIMER ROBERT A JR 120711001014 104.1"' DENVER,CO 80220-0864 MELENDEZ BALDOMERO & 4520 WCR 34 BARTOLA 120714000085 PLATTEVILLE,CO 80651 5650 S STATE ST �. MILLER MOTOR SPORTS PARK LLC 120711001010 MURRAY,UT 84107 .../setSgl.asp?cmd=buffer&PIN=120711001015&Par 1=1 207 1 000003 1,1 207 1 1 000092,1 207 1 1 0005/9/0 1 AFFIDAVIT OF INTERESTED LAND OWNERS Page 2 of 2 • 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001011 MURRAY,UT 84107 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001008 MURRAY,UT 84107 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001009 MURRAY,UT 84107 8283 N FOOTHILL HWY REYHANI KAZEM A N 120711001012 BOULDER,CO 80303 910 15 ST #756 ROCKY MOUNTAIN FUEL CO 120715000049 DENVER,CO 80202 16882 WELD CO RD 1 �� RUSSELL PARTNERSHIP LLP 120710000031 ate LONGMONT,CO 80504 4531 WELD CO RD 34 VAVRINA DANIEL L & SHEILA L 120711000086 Pr PLATTEVILLE,CO 80651 .../setSgl.asp?cmd=buffer&PIN=120711001015&Part=120710000031,120711000092,1207110005/9/01 Weld County, Colorado Page 1 of 1 q� �p Weld Count , Colorado Ir �JtPxaA'r *'5 Y 4u I p rte§ E'i1 G �, N. g4 , '4 1� t �,'..��'.. t P w ✓i � Legend , H Sdected_FeaWres tha theauaer Pdygons al�T � �� theSUHerTarget :e �`I ' `f4 — tk. fl r County Border r� .1 Parcels Qtr.Section Grid E d Photography Pr" 1 �'`: t L L �. k r • ttr, am�klM$• it t • w.ia enenry.cde.wo r. ; .".,rl1.000R;� 120711001015 MILLER MOTOR SPORTS PARK LLC otal Taxes: $8,137.68 5650 S STATE ST •mount Due: $8,137.68 MURRAY, UT 84107 http://maps.mer.../com.esri.esrimap.Esrimap?ServiceName=weldovr&Form=True&Encode=Tru 5/9/01 6reld eounf U, ColoradoPage 1 of 1 �1 Weld Count , Colorado • T .. UI "' {j t t";; rig'a'§. .: Legend ""' � li „cc.ted_Features ,..�. . 1 uaa neeuiteitoiygens V ,�_V, ` _ Iferinget '.iCb i, ;Ed a M`aw " ' 0County Border hn - ii,_,_;,: Parcels ^ a,'•k v 4,^ C.I ❑ Qtr.5ecCon Grid -;._ e o f 1 PtrebH Y 3er•1� .C r � A'. ?".."5:. .. l ?yy 2 A I1 4 d.ib hk 120711001008 otal Taxes: $24.44 MILLER MOTOR SPORTS PARK LLC mount Due:• $24.44 5650 S STATE ST r MURRAY, UT 34107 http://maps.mer.../com.esri.es . p.Esrimap?ServiceName=weldovr&Fo— r�=T�e&Encode=Tru 5/9/01 -AFFIDAVIT OF INTERESTED LAND OWNERS Page 1 of 1 AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE Subject Parcel: 120711001008 THE UNDERSIGNED, states that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled from the records of the Weld County Assessor was assembled within thirty days of the application's submission date. Si 7 afar 5/9% i Date Property Owners Within 500 ft. of Parcel# 120711001008 NAME I MAILING ADDRESS (PARCEL IDENTIFICATION # 4225 WCR 32 BURCH FAMILY LLLP 120714000009 ea re LONGMONT,CO 80504 r`" 1 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001009 n MURRAY,UT 84107 are 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001010 are MURRAY,UT 84107 �D' 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001011 are MURRAY,UT 84107 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001015 MURRAY,UT 84107 se .../setSgl.asp?cmd=buffer&PIN=120711001008&Part=120711001015,120711001011,1207110015/9/01 r • AFFIDAVIT OF INTERESTED LAND OWNERS Page 1 of 1 AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE Subject Parcel: 120711001009 THE UNDERSIGNED, states that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel.Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled from the records of the Weld County Assessor was assembled within thirty days of the application's submission date. Sign ure D Date Property_Owners Within 500 ft. of Parcel# 120711001009 NAME I MAILING ADDRESS 'PARCEL IDENTIFICATION# 4225 WCR 32 BURCH FAMILY LLLP 120714000009 LONGMONT,CO 80504 are 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001015 n o MURRAY,UT 84107 ""b'` 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001008 are MURRAY,UT 84107 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001010 a--pe MURRAY,UT 84107 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001011 vt MURRAY,UT 84107 .../setSgl.asp?emd=buffer&PIN=1 207 1 1 00 1009&Par 1=120711001015,120711001011,1 207 1 1 00 1 5/9/0 1 Weld County, Colorado Page 1 of 1 . D Weld Count , Colorado l „1:‘,.. u ' f .1(...-1...,-.4.1, r\,,,,,:: k 1 ------.1.-„-.'- t ` . '— '* 4f 1rV 't.,.. she e ' y � \ k? x rc', 4 ":4 «4 t rs..: ,= r r jLegend L1:41:'11ilik saecma_F�w,os F�l eb7 r �" w 9 nthulf&Polygons _ -- cwnq 9orde. [v �• -1 Parcels . � QV.Sec Eon Grid ^3i 4 .;.;.ti Photography i.x� .L4 ''' ''''';T::::;',17,:, T!r 1 .-,,,,>1.,i;/?.. ,,�7 i.t: ', A, '774',,,'"' ClghtrS . t.t `..rise nl A'#Yr L 120711001009 MILLER MOTOR SPORTS PARK LLC otal Taxes: $24.44 5650 S STATE ST •mount Due: $24.44 s°••••. MURRAY, UT 84107 http://maps.mer.../com.esri.esrimap.Esrimap?ServiceName=weldovr&Form=True&Encode=Tru 5/9/01 AFFIDAVIT OF INTERESTED LAND OWNERS Page 1 of 1 AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE Subject Parcel: 120711001010 THE UNDERSIGNED, states that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled from the records of the Weld County Assessor was assembled within thirty days of the application's submission date. / Signatelie S/J77D/ Date Property Owners Within 500 ft. of Parcel# 120711001010 NAME I MAILING ADDRESS 'PARCEL IDENTIFICATION# 4225 WCR 32 BURCH FAMILY LLLP 120714000009 n _o LONGMONT,CO 80504 �"t 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 1207 1 1001 008 L2,621 MURRAY,UT 84107 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001009 Ate MURRAY,UT 84107 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001011 5.10-19 MURRAY,UT 84107 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001015 ,Qfi,.Q MURRAY,UT 84107 .../setSgl.asp?cmd=buffer&PIN=120711001010&Par 1=120711001015,1 2071 100101 1,1 207 1 1 001 i5/9/01 • Weld County, Colorado Page 1 of 1 Weld Count , Colorado r e J� l Legend el j1 .^^5. ,y F SdamdFeatures 4-� me6oilerPargens f•,.—++ - / th ullerrarget F k j - _J! - ` ,1 ❑ eounq Border Pacels ❑ Utr.Secfian Grid \\ Photography 44>tw. eo„ey,'eeie,.oe �M � L ‘..,: OflF 120711001010 MILLER MOTOR SPORTS PARK LLC otal Taxes: $24.44 5650 S STATE ST mount Due: $24.44 MURRAY, UT 84107 http://maps.mer..,/com.esri.esrimap.Esrimap?ServiceName=weldovr&Form=True&Encode=Tru 5/9/01 AFFIDAVIT OF INTERESTED LAND OWNERS Page 1 of 1 AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE Subject Parcel: 120711001011 THE UNDERSIGNED, states that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled from the records of the Weld County Assessor was assembled within thirty days of the application's submission date. Sign re 6.194/ Date Property Owners Within 500 ft. of Parcel# 120711001011 NAME I MAILING ADDRESS (PARCEL IDENTIFICATION# 4225 WCR 32 BURCH FAMILY LLLP 120714000009 n -o LONGMONT,CO 80504 '^ 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001015 �, MURRAY,UT 84107 "'""7"' 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001008 �7 p MURRAY,UT 84107 'f"'"7" 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001009 MURRAY,UT 84107 5650 S STATE ST MILLER MOTOR SPORTS PARK LLC 120711001010 ,yZ,,,.rP MURRAY,UT 84107 8283 N FOOTHILL HWY REYHANI ICAZEM A N 120711001012 a.a .f BOULDER,CO 80303 .../setSgl.asp?cmd=buffer&PIN=1207 l 1001011&Part=120711001015,120711001012,1 207 1 1 00 1 5/8/0 1 Weld County, Colorado Page 1 of 1 Weld:,,,,Count , Colorado [ _ J CX i 1�1 rd xr • T,�d' 'A'.` ~ , f I _ 1 Legend 70 {{1' t .:. ; '' Seleceed_FeaLres f.,-- --. - ^ x r'�N : j NeBuBaPdygans R°sl + ' x t1 �✓ Ncauderrarge[ •:::::::c-M- u •'y 0 County Border Parcels �,'SKI- 'rd l "X' � n �1 '�i � Qt.Sectlon Cxid eL j } , .-tit-.;r 4,1-11f.le i t w -... ,42'h, x rc't - f } 120711001011 MILLER MOTOR SPORTS PARK LLC otal Taxes: $24.44 5650 S STATE ST A mount Due: $24.44 MURRAY, UT 84107 http://maps.mer.../com.esri.esrimap.Esrirnap?ServiceName=weldovr&Form=True&Encode=Tru 5/9/01 May 14 U1 1U: 3ba P To be Completed TOWN OF MEAD by Surveyor or Annexation Map Engineer. Land Surveying Standards Name of Annexation:KEYSTONE FAMNS Surveyor J. PECK Date Initials Items 13/11/01 1. A scale drawing of the boundaries of the land parcel. SFr. Nom 2. All recorded and apparent dyne•ocway and easements,and,it research for recorded rights-of-way and easements is done by someone other than the professional land surveyor who prepares the plat,the source from which such recorded rights-of-nay end easements were obtained. 3. All dimensions necessary to establish the boundaries an the geld.(The eaewshns must be shown to all control monument.wed u ,31:1 to get from the control line mo the nuumld entsstto If the parcel mud be shoran.runs down Dimmensfine er ions lN�bah6ends of the e dimensions line must be shown.) 7 4. A statement by the professional land surveyor that the survey was performed by such surveyor or under JP such surveyors responsible charge. J j) 5. A statement by the prefeaaional'land surveyor esgleini g how bearings,if used,were determined 6. A desdiption ofall monuments,both found and set which mark the boundaries of the properly and of Sl control monomania used in conducting the survey.(Monuments such as section comers are control -� monuments.If verb:re neadng down a line or pampering a Yne,the monuments at both ands of the line must Js beshovm.It must labeled on the rap a plat lfa ngnummlt is found or set.) •' J P 7. A statement of the scale or representative fraction of the drawing,end a be-type or graphical scale • Jim 8. Anorth array. 9 A written propelyd ,which shall include but shall not be limited toe reference to the county and . together with the action.township,range,and principal meridian or established subdivision,(sock and r• ,.klot umber,or any other method of describing the land as established by the general land office or bureau of land management.(Property description is to be written in upper case type.) SEE N 10. My conflicting boundary evidence.Ties to and descriptions of alt conflicting corners are shown. s'••• •• J t7 11. Location map.Minimum one and one-half mile radius of the property with principal roads labeled. •• j? 12. Certificate block-based an the Town's standard certificates for a nasioh maps. 13. The signature and seal of the professional land surveyor.Initials of draftsperson,date of drawing and AutoCAD tile name. 1 J 14. All calculations have been double checked on anal sum l map for any anon•transpositions,the of the penis equals the total length.etc. 15. Corner retardations have-been made,or what le found in the field is identical with a previously filed corner recordation.Corner recorMlans have to be filed on all sectIone,34 section and aliquot comes of a asdion. 16. Dimensions of lots end area of the lot are to be placed Inside the lot,dimensions of blocks a parameters of polygons are to be placed outside the block or polygon.Widths of roads,and easements are tole placed between the r.o.w.NMI when possible.Dimensions must dearly indicate the terminus poled at each end. Curve data may be presented in tabular form,or with loader dimoson linos. 17. All tad and numbers are to be large enough to clearly legible at the scale drawn.Paragraph tad.legal descriptions and certificates are to be in 12 pt.(0.16808')AdoCADTM Roman Simplex,Helvetica,Mal or similar'tan serf'type.Title al plat is to be cantered at top of the plat in type not less than.3'high. 18. An ArdoCAD^u drawing file(Release 12 or higher)of the map,end all font files used,on 3 X'IBM formatted disk is to be provided.A word processing fate of the legal description on 3 X'IBM formatted disk is to be provided(Word Perfect 6.1 preferred). INSTRUCrIDNs 1. This checklist is required to be completed by the responsible surveyor or engineer and submitted with the annexation map. 2. The completed check list is to be maintained In the Applicant's File. 3. Items a1 through 10 refer to C.R.S.3651-106.Surveying statutes. SEE NOTE Official Use Only Reviewed b7 Date: wtr-Vf-VI MOS IN:VI rm YHA: Milt. 1 t 3d' gala - wean_ -..M .nib. Wade ":! • .see... BARGAIN AND SALE DEED KNOW ALL MEN BV THISEPHESENTS,That I. I UYSLC0R PAPHS, MC. A Colorado Lted.ted Liability Company whose address is , 5099 Wee 18. tenant. CO 80504 •Camsy of bald . and State of Colorado .for the eoesideratan of CONSIDERATION W(DIOI PLUS 80ID)Oir0 ----- dollars. in hand paid.hereby stills)and conrey(n)to muggy )KOTOg own, L.L_C.. \ A Utah Limited Liability Company wh,e legal address is 9350 South 150 Ease Suite 1000. Sandy. UT 84070 • n.\ 4 Couny of ,and Sato of Utah . • the followiag real property tisane in the County of Wald . • I and Stag ofCobndo,to wit I One Hundred Sixty (.160) shares of capital stock in The McKay Lateral Ditch Company; Pontoon (14) shares of capital stock in The Highland Lake Lateral. Ditch Company; Three and one-half (3 1/2) shares of capital stack in This Highland Ditch Company; Twenty (20) I units of eater as allocated by The Northern Colorado Water Conservancy I District to lend described on ngrhibit An, attached hereto. L1IN 02127,2031 CA:370 , lg I1M � g flatmate lIIIN . Tel TIM2 8 10.00 0 0.00 Weld Conty CO • II also known by safer and number as with a0 it,appunenances. I ' Sig and delihoicd N 23rd is day of Hatch. 2001 ,Na griS . LLC. * to a tad Liability Coapany �Iii do goshouwets. )4rsa8er —Xs an s CO. aanager STATE OF COLORADO. County of Boulder }se. • Werth foregoing instrument wag acknowledged before me this 23rd day of • . . gp 2001by Waimea frank goerhousera and loran Bxheoaera an managers of geystonc Yarns, LLC, a Colorado United Liability Company II I My commissitttcepifct -> y'�L d �� ' '�1 ) .d? .Whom:.my hand ant official real. I I; KELLEY M.ABER:741W I' NOTAAT FU9LIt; ir*>Nl\111 y+ . t STATE OF COLORAD0 M..104.lk.-l.et taca ..no so.%WO Mawr,h., wtlna mnnbv.um w M Mt.asa.nd,CO 10114_.q),n:..n, 1..w . , MAY-07-01 MON 04:08 PM FAX: PAGE 2 4 JINNI ''1111111111N11111011111111 NIII IU INI +`` 2 0( 2�R 1�Q0 D 2212001 maw a 0.00 VNIE S*I C9Cel0n➢a Casa NO: 17505WE EXHIBIT ^A•' PARCEL I: THAT PORTION OP SECTION 11, TOWWSEIP 3 NORTIC. RANGE 68 WEST OP TSB 611 P.N., MELD COUNTY, COLORADO, moat PM'lICOLAALY DESCRIBED AS FOLLOWS: CONSIDERING TEE WEST LINE OF TIE SOUTHWEST QUARTER OP SAID SECTION 11 AS BEARING NORTH 00.28'37' EAST AND KITE ALL HEASIWOS CONTAINED MEIN RELATIVE THERETO. COMMENCING AT TEE WEST QUARTER CMNER OF SAID SECTION 11; MICE MONO TES WEST LINE UP IRE NORTHWEST QUARTER OF SAID SECTION II; NORTH 00'26'37• EAST, 587.75 FEET TO THE SOUTIERI,Y LINE OF TEE GREAT WESTERN RAILWAY; moms ALONG SAID SOUTHERLY LINN, moan 75.56.39• EAST (RECORD N. 79'50. 5), 93.10 PEET TO TEE TRUE POINT OP BEGINNING; TUSSLE CONTINUING ALONG SAID SOUTHERLY LINE, WREN 75'36'39' EAST, 2648.01 FEET TO THE NORTH-SOUTN CENTERL1NS OF BRIO SECTION 11; THENCE ALONG SAID CEWTER.INE. SOUTH 00•30.05' NEST 1789.30 PEST; THENCE SOUTH 89°29'55' EAST 672.76 FEET; THENCE SOUTH 00.63'19' WEST, 794.32 PRS(T; THENCE NORTE 69'45'41' NEST, 300.00 FEET, THENCE NORTH 88°58'45' NEST, 52.76 FEET; THENCE NORTH 51.10'59' WEST, 23➢6.41 FEET; THENCE NORTE 90.00.00' NEST, 1004.00 FEET TO ESE EASTBRLT LINE OF INTERSTATE Rican? 23; TIERCE ALONG SAID EASTERLY LIKE NORTE 03°35'37' EAST (RECORD N. 02.49'30' 5.). 450.00 PEST TO THE TRUE POINT OF HEOINNINO. COUNTY OF MELD, STATE OF COLORADO. PARCEL I1, TEAT PORTION OP SECTION 11. TOWNERIP 3 NORTE, RANGE 68 WEST OF TEE 4TE P.N. WELD COUNTY. COLORADO, WORE PARTICULARLY DESCRIEED AS FOLLOWS: CONSIDERING THE WEST LINE OF TIE SOUTHWEST QUARTER OF SAID SECTION 11 AS DEARING NORTH 00.28'37' EAST AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. COMMENCING AT THE WEST QUARTER CORNEA OF SAID SECTION 11; THENCE ALONG THE HEST TINS OF TEE NORTHWEST QUARTER OF SAID SECTION 11, NORTH 00'28'37' EAST, 587.75 PEET TO THE SOUTHERLY LINE OF THE GREAT WESTERN RAILWAY; THENCE ALONG SAID SOUTHERLY LINE, NORTE 75°56.39' EAST (RECORD N. 75.50' E.), 93.10 FEET; THENCE ALONG THE EASTERLY LINE or INTERMIT RICKETY 25. SOUTH 03'35'37- WEST, 450.00 PERT TO THE TRUE POINT OF BECINNINC; THENCE SOOTS 90.00'00' EAST 1004.00 FEET; THENCE SOUSE 51'10'59' EAST, 2364.41 FEET; THENCE SOUTH 00'52'30' WEST, 510.57 FEEL; To TEE NORTHERLY LINE or 'TEAT CERTAIN T9AEE FLAME. AS A RECORDFn ETEINTION IN THE MELD COUNTY RECORDS; THENCE ALONG TEC NORTHERLY AND WESTERLY LINES OF SAID RECORDED EIEMPTION THE FOLLOWINO FOUR (4) COURSES ASO DISTANCES; (1) SOUTH 09'33'46" NEST (RECORD N. 89.22'53' W.), 100.71 PELT; (2) SOUTH 56.42'25' NEST (RECORD N 55.37.52' E.), 472.45 FEST) (3) SMITE 00'53.32' WEST (RECORD S. 00.11'01' E.), 44.70 FEET; (4) SOUTH 36.08'28' EAST (RECORD S. 31.13'01' E.), 200.70 FELT; THENCE ALONG THE NORTHERLY LINES or THE 'ATTUNE SUBDIVISION THE FOLLOWING SIT (6) COURSES AHD DISTANCES; (1) NORTE 81°18'32' WEST, 394.61 FELT (2) WORTH 57.30.25' WEST, 429.00 FEET; (9) NORTH 66°57.37^ NEST 1096.31 FEET; (4) NORTH 43.49'10^ WEST, 1053.51 FEET) (5) NORTH 22.30'04' WEST. 367.60 MST; (6) NORTH 09°20'28' WEST, 50.00 PEET TO TOE EASTERLY LISB OF ISTERSYATS BFOBUAI 26; THENCE ALONG SAID EASTERLY LINE THE FOLLOWING Two (1) COURSES AND DISTANCES; (1) PARALLEL WITH mu 50.00 PEET PERPENDICULARLY EAST of TEE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11, NORTH 00'26'37" EAST 28.94 PEET; (2) NORTH 03.33'37' EAST (RECORD N. 02°69'30- E.). 283.35 FEET TO TEE TRUE POINT OF BEGINNING, COUNTY OP WELD, ST OF COLORADO. i319 aya wench_.__.M_sie,Na. Reads 2.6 . HAMMEN AND SALE DUD .••"--` KNOW ALL MEIN HT THSSE tRESENTS,That I. • RE1STOHC lir LLC, A Colorado Lilted Liability Company shone a.Wteess o 5099 goat 10, lomgenc. CO 10504 (Toanty a( Yell and Seta of Colorado ,for the coasdentme of CONSIDERATION UNDER PITS Non= -----_ dollars. is hand paid.hereby ull(s)sad eonvey(a)to icing( NDya' spaglg, L.L.C.. \ A Utah Limited Liability Corny wMue legal addrcasis 9350 South 150 East Suite 1000. Sandy. Uf (6070 . A.\ Jr County of ,god Stew of Utah Ithe Following red property shoats is the County of Wald , I and Seta o(Colondo,to wit One Nuadred Slaty (160) shares of capital stock in Thom McKay Lateral Ditch Company; fourteen (1A) shores of capital stock in The Highland Lake Lateral Ditch Company; Throe and wa-half (1 1/2) chars of capital stock in The Highland Ditch Company; Twenty (20) . wits of voter a, allocated by The Rorcberu Colorado Water Cosaerveocy . District to land described on "Exhibit A". attached hereto. NNW 01179 EA llidi Tasittatato t of 1 R 10.00 0 ROO Wed Comb,CO • r II • 1 also known by street fad nether as with all its appurtenances. I 2)rd Notch. 2001 Sig. Bald daliaond Nis davit- .� 1 ♦ lo, a ted Cow l Liabiity pony _ Y • — 1 age .N.1F'bML en lnsbuscra.era, lfasagar l(a en os ors. er STATE OF COLORADO. I County of Boulder In. • IThe forgoing instrument was acknowledged befurc ma this 23rd day of Horeb . es 200}by villiam monk Doahousers and Karoo loshnuttete as tanager. of . Keystone Pares, LLC, • Colorado flatted liability Company d i3 My commiuhtnuMhcr ^-> 'fit 1 '4-e"'-' ) .r! .Wieser.my hand awl off itisi seal. KELLEY M.ABERI;AT}ly I „\7\1 NOTARY FU9LiC � �,st� "'i STATE OF COLORADO 1 N..tot.into Lat. Baran s.ms tt Ottotrt.t.,.,,r..al a,MW-$cwt. ••%OS W as M.1.0e...,.CO WI._I.b>121t..vl IA. 0 II is uM�lllal�lfl �l 71312 oM7ft00t 0117P ,I*IAN Tithe* 2 of 2 R S00 0 0.00 Wd0 Cooly CO Casa NO; 37505NE E3E73IHST ^R" PARCEL I: rut PORTION Or SECTION 11, TOWNSHIP 3 WORTH, RANGE 65 NEST OF TAB 6T0 P.N., MELD COUNTY, COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING IRE WEST LIMB Or THE 80IFERNEST QUARTER or SAID SECTION 11 AS SNARING NORTH 00'28'37' EAST AND Witt ALL SEASWNON CONTAINED =REIN RSATLYE TRCREZO. COIOCEMCING AT TAG NEST QUARTER COINER OF SAID SECTION 11; =ma ALONG TIE VEST LINE Ur THE MORIaST QVABLR Or SAID SECTOR 1L; NORTH 00.28'37' EAST, $57.73 MST TO THE SOUTHERLY LINE or THE GREAT' M83TERN RAILWAY; TRUCE ALONG SAID SOUTASRLY LINN, NORTE • 75.56'39' CAST (RECORD W. 75'30' E), 93.10 PSET TO LS IRON POINT OP DROWNING; TMENCR COWTINUINO Maws RAID SOWHSM.Y LINE, MOATS 75.36'39' OAST, 2645.61 ►tfl TO THE NORTH-90UTH CZ1TSRLINE OF BRIO SECTION 11; THENCE ALONG SAID CEMLzA.IME, SORTS 00'30'05' WEST 1789.30 MEET; THENCE ROUTE 69°29'55' EAST 672.74 FEST; TWICE SOUTH 00.63'19' WHET, 754.32 FEAT; THENCE MOATR 89.69.61- WEST, 300.00 FRET, TWICE NORTH 88.58'45' WEST, 42.76 FRET; THENCE NORTH 51'10'59' WEST. 2381.41 FAST; TIERCE AORTA 90.00.00' NEST, 1004.00 FEET TO TIE STET LINE Or INTERSTATE HIGRNAY 29; THENCE ALONG SAID EASTERLY LINE NORTH 03.35'37' EAST (RECORD M. 02'49'30' t.), 450.00 PEAT TO THE TRUE POINT or IEOINNINO. COUNTY Or WELD, STATE OF COLORADO. PARCEL II' TEAT PORTION OP SECTION 11, IONNSNIP 3 MOATS, RANGE 48 WEST or IRE SSE P.N. WRAC COUNTY, COLORADO, NOME PARTICULARLY DEECRISRD AS FOLLOWS: CONSIDERING THE VEST LINE OF TOE. SOUTANSST WARM Or SAID SECTION 11 AS SEARING NOTTS 00.24'37' CASE AND NIL ALL SERMONS CONTAINED WIlE RELATIVE TDEKTO. COIORRCING AT TES WEST QUARTER CORNER OF SAID SECTION 11; THENCE ALONG TIE NEST LINO OF TIE )(CRISPEST QUARTER OF SAID SECTION II. NORTH 00'26'37' EAST, 587.75 PEET TO THE SOOITEERLY LINE Or TEE GREAT WESTERN RAILNAT; THENCE ALONG SAID SOUTHERLY LING, WORTS 75°56.39' TART (ASCORD N. 75'50' E.), 93.10 FEET; THENCE ALONG THE EASTERLY LIPS Or IMTERSTAL R2OHOHY 25. SOUSE 03.39'37' WEST, 450.00 FRET TO TEE TRUE POINT OF BEGINNING; TBERCS 8002E 90.00'00' KIST 1004.00 FELT; THENCE SOMA 51'10'39' NAST. 2384.41 IEET; THEMES SOMA 00'61'30' WEST, 510.57 PEST; TO TEE NORTRSALT L1111 OF THAT CERTAIN TRACT PLAITW AS A ACCORDED EXEMPTION IN THE WILD COUNTY RECORDS: THENCE Mao THE NORtHNS,Y RIN WESTERLY LINES OF SAID RECORDED ESMNPTZON TAE FOLLONINO FOUR (4) COMMAS AND DISTANCES; (1) SOUTH 69'33'46' WEST (RECORD N. 69.27'55' N.), 100.71 FEET; (2) SOUTH 56.42'25' WEST (RECORD N 55.37'52' M.). 472.45 root) (3) SOUTH 00.53'32' NEST (RECORD 5. 00.11.01' E.). 44.70 FEET) (4) SOUTH 36.08'28' NAST (RECORD 6. 37.13'01- 9.). 200.70 PERT: TREACE ALONG THE NORTHERLY LINES or THE NATARINA SUBDIVISION THE FOLLOWING SIX (6) COURSES AND DISTANCES; (1) NORTH 61.18'32' WEST, 394.61 FEET (2) WORTH 37'30'23' NEST, 429.00 PEST) (9) SORTS 46.57'37' WEST 1096.31 FEET; (4) NORTH 43.49'10' NEST, 1063.51 FEET) (5) NORTH 22'30'04' WIRT, 367.60 FIST; (6) NORTH 99.20.28' NEST, 50.00 PEES TO THE EASTERLY LINE OP INTERSTATE BIOHNAY 25; THENCE ALONG SAID LATTERLY LINE TIE FOLLOWING TWO (7) COURSES AND DISTANCES) (1) PARALLEL NITA AND 30.00 PEST PERPENDICULARLY EAST of TIE NEST LIRE OF THE SOUTHWEST WARIER OF SAID SECTION 11. NOM 00.21'17' VAST 38.94 FEET) (2) NORTH 03'35'37' EASY (RECORD N. 02'69'30- E.). 253-35 FEET TO TAE TRUE POINT Of BEOIIRIING, COUNTY OF NE1D, ST Or COLORADO. ,I1 Annexation Impact Report: 1. Site Boundaries: Please see Impact Report Map. 2. Street, Utilities, and Other Infastructure: Please see Impact Report Map. 3. Copy of Final Annexation Agreement: Not available at this time. 4. Municipal Services: The Keystone Farm Project is located adjacent to most of the services that would be provided by the Town. Access to the property is by I-25 and its east frontage road. Weld County Road#34 parallels and is adjacent to the south line of property that is also owned by the Applicant which provides access from the County Road system. Water service is provided by Little Thompson Water District which currently has large transmission lines adjacent to the Project. Sewer for the site will initially be handled with on-site septic systems and self contained portable units. Current planning of the Mead sewer system may introduce a new sewer plant east of 1-25 which could provide service to this site in the future. Other utilities such as gas, electric and telephone are adjacent to the site and will be provided by those companies. Fire protection is provided by Mountain View Fire Protection District. Weld County Sheriff's office provides the law enforcement. 5. Method of Finance: No municipal financing is needed or required for the Keystone Farm Project. All improvements adjacent to the site will be provided by the Applicant. 6. School District and Other Special Districts: We believe that the school district is St. Vrain Valley School District. For other special districts see the narratives described on the following page. 7. Effect on the School District There will be no dwelling units on the property and there will be no affect seen to the School District. \\DA V IS\DATA\PROJECTS\SAHARA\0140700\PLANNING\impc„pe.DOC Narratives Assessing the Impact of the Annexation: 1. Water: The Keystone Farm Annexation is located within the boundaries of the Little Thompson Water District and will be provided with water service by the Little Thompson Water District. The District currently has the capability to serve this Project with the existing infrastructure located next to the site. There is an existing 24" water transmission line located along the I-25 East Frontage Road which can be used for fire protection.There is an existing 12"water line in Weld County Road#34 that reduces to an 8"line as it extends easterly along the Road. Please see the Preliminary Utility Plan for details. The projected use is not determined at this time,but it is anticipated that the main use will be for public restrooms during racing events. When events are not being performed,the use will be minimal. 2. Sewer: The Keystone Farm Annexation is located within the service boundaries of the Town of Mead for sewer service. There is currently no sewer facilities near the site. Based on future planning, the site may be served by either the Town of Mead or St. Vrain Sanitation District when lines and/or plants are installed. It is proposed to utilize a septic system for the sewer needs for this Project along with portable facilities during events. The effluent will be human waste only. 3. Natural Gas: Excel Energy is the natural gas provider for this project. 4. Electric: United Power is the electrical provider for this project. 5. Telephone: Qwest is the telephone provider for this project. 6. Streets: Access to the property is by I-25 and its east frontage road. Weld County Road#34 has an interchange with I-25. Weld County Road#34 parallels and is adjacent to the south line of property that is also owned by the Applicant which provides access from the County Road system. On-site access will be provided by a private road system that will meet the need of the projected traffic. 7. Drainage: Please see Conceptual Drainage Report dated May 14, 2001. 8. Law enforcement: Weld County Sheriff Department provides the law enforcement for this Project. During major events there may be a need for additional law enforcement. 9. Fire protection: The Mountain View Fire Protection District provides the fire protection for this Project. 10. Parks and recreation: This project will embrace the policies and goals of the Parks and Open Space section of the Mead Area Comprehensive Plan. Specifically,we intend to preserve natural features and to implement landscaped buffers to minimize the impact of noise. 11. Environmental considerations: Special attention will be paid to protecting existing conservation easements and wetlands. 12. Economic development potential: Please see Letter of Intent. /1 P:\SAHARA\0 140700\PLAt*oNG\[mpact.DOC r. GEOTECHNICAL ENGINEERING REPORT CONTINENTAL DIVIDE RACE PARK IMPROVEMENTS NORTHEAST CORNER OF WCR 34 AND INTERSTATE 25 WELD COUNTY, COLORADO irk TERRACON PROJECT NO. 22015061 April 13, 2001 Prepared for: Sahara, Inc. 801 North 500 West, Suite 300 West Bountiful, Utah 84087 Attn: Mr. Rocky Catenzaro Prepared by: Terracon 1242 Bramwood Place, Suite 2 Longmont, Colorado 80501 Phone: 303-776-3921 Fax: 303-776-4041 lierracon a. lierracon April 13, 2001 1242 Bramwood PI Longmont,Colorado 80501 (303)776-3921 Fax:(303)776-4041 Mr. Rocky Catenzaro Sahara, Inc. 801 North 500 West, Suite 300 West Bountiful, Utah 84087 Re: Geotechnical Engineering Report KJ Continental Divide Race Park Improvements Northeast Corner of WCR 34 and Interstate 25 Weld County, Colorado Terracon Project No. 22015061 Terracon has completed our geotechnical engineering exploration for the proposed Continental Divide Race Park improvement project to be located at the northeast corner of Weld County Road 34 and Interstate 25. This study was performed in general accordance with our proposal number G2201038revised, dated March 13, 2001. The results of our engineering study, including the boring location diagram, test boring records, laboratory test results and the geotechnical recommendations needed to aid in the design and construction of foundations and other earth connected phases of this project are attached. ..a In general, the subsurface conditions encountered on the site consisted of approximately two (2) to 12 feet of lean clays with varying amounts of sand overlying about three (3) to 16 feet or more of silty to very silty sandy lean clays. The deeper sandy clays contained intermittent lenses of silty sand to sandy silt. Sedimentary bedrock was encountered below the overburden soils in Borings 6, 8, 11 and 17 at depths ranging from about two (2) to 13 feet below the ground surface. The remaining borings did not encounter bedrock to the maximum depths explored of five (5) to 25 feet. The bedrock consisted predominately of sandy siltstone with occasional lenticular beds of claystone. Groundwater was encountered in approximately 50 percent of the borings at the time of our geotechnical study at depths ranging from about one-half (%) to nine and one-half (91/2) feet below the ground surface. The results of our field exploration and laboratory testing completed for this study, indicate that the soils and bedrock at the site have variable engineering characteristics. In general, the clay soils encountered in our borings are non-expansive or have only slight swell potential at their in-place moisture content and density. These materials show low to moderate consolidation (settlement) potential under light to moderate loads and typically have low load bearing capability. Swell-consolidation and physical property tests indicate Arizona ■Arkansas •Colorado ■Georgia •Idaho■Illinois !Iowa ®Kansas■Kentucky ■Minnesota■Missouri Montana I♦Nebraska IINevada •New Mexico ■Oklahoma ®Tennessee uTe%as ■Utah ■Wisconsin■Wyoming Quality Engineering Since 1965 Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado Terracon Project No.22015061 that the bedrock typically has low swell potential. The bedrock is considered to have high load bearing capability. Based on the subsurface conditions encountered in our test borings we believe that lightly load buildings can be supported on relatively large, low- contact pressure spread footings. However, areas of soft clays will likely be encountered in shallow excavations for the proposed buildings and these conditions will probably require some soil stabilization/improvement prior to foundation construction. Conventional slab on grade construction may be used for lightly loaded floors provided that care is taken in the placement and compaction of the subgrade soils and/or site grading fills. The clay subgrade soils present at this site will generally provide poor pavement support. In addition, shallow groundwater and comparatively soft days with high moisture contents were encountered across the site. These conditions indicate that the site soils are susceptible to disturbance and loss of strength when subjected to repeated construction traffic wheel loads and "pumping" and unstable subgrades will likely hamper pavement construction and other earthwork activities, particularly for cut areas. Stabilization of soft soils should be anticipated prior to fill placement or pavement or foundation construction. The impact of soft soils and shallow groundwater is significant at this site. To reduce the impact of these conditions, we recommend limiting cuts as shallow as practical during grading operations. Other design and construction recommendations, based upon geotechnical conditions, are presented in the report. We appreciate being of service to you in the geotechnical engineering phase of this • project, and are prepared to assist you during the construction phases as well. If you have any questions concerning this report or any of our testing, inspection, design and consulting services, please do not hesitate to contact us. Sincerely, _ �•••�� 46' Q l fc, TERRACO�:�p�p�sRE�/slF1t� tis' t�� a t.. v ,c F 4/411 1Si • • S., Eric S. Willi .4. °•••• �,�; +tar�'U. • ;r • . Geotechnical partment Manager Pn Copies to: Addressee (3) Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado Terracon Project No.22015061 TABLE OF CONTENTS Page No. Letter of Transmittal INTRODUCTION 1 PROPOSED CONSTRUCTION 1 SITE EXPLORATION 2 Field Exploration 2 Laboratory Testing 3 SITE CONDITIONS 4 • SUBSURFACE CONDITIONS q Geology 4 Soil and Bedrock Conditions 5 Field and Laboratory Test Results 5 Groundwater Conditions 6 ENGINEERING ANALYSES AND RECOMMENDATIONS 7 Geotechnical Considerations 7 Museum and Shop Building Foundation Systems 8 Floor Slab Design and Construction 10 Pavement Design and Construction 11 Pavement Subgrade Preparation 13 Earthwork 15 General Considerations 15 Site Preparation 15 Subgrade Preparation 16 Fill Materials and Placement 17 Pit Slopes 18 Excavation and Trench Construction 18 Additional Design and Construction Considerations 19 Exterior Slab Design and Construction 19 Underground Utility Systems 19 Corrosion Protection (Concrete) 19 INE iv •" Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado Terracon Project No.22015061 TABLE OF CONTENTS (Cont'd) Surface Drainage 19 GENERAL COMMENTS 20 APPENDIX A Site Plan Al Logs of Borings A2 to A21 APPENDIX B Swell-Consolidation Test B1 to B9 Gradation Curves B10 to B11 APPENDIX C: General Notes: Drilling & Exploration Cl Unified Soil Classification C2 Bedrock Classification C3 ;mom; r Ire: V GEOTECHNICAL ENGINEERING REPORT CONTINENTAL DIVIDE RACE PARK IMPROVEMENTS NORTHEAST CORNER OF WCR 34 AND INTERSTATE 25 WELD COUNTY, COLORADO TERRACON PROJECT NO. 22015061 April 13, 2001 INTRODUCTION This report contains the results of our geotechnical engineering exploration for the proposed Continental Divide Race Park improvement project to be located at the northeast corner of Weld County Road 34 and Interstate 25. The site is located in the west 1/2 of Section 11, Township 3 North, Range 68 West of the 6th Principal Meridian in Weld County, Colorado. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: • Subsurface soil and bedrock conditions • Groundwater conditions • Foundation design and construction • Floor slab design and construction • Preliminary Pavement design and construction • General earthwork considerations e.� • Drainage considerations The recommendations contained in this report are based upon the results of field and laboratory testing, engineering analyses, and experience with similar soil conditions, structures and our understanding of the proposed project. PROPOSED CONSTRUCTION Based on information provided by a representative of Davis Partnership Architects, the proposed project will include improvements to the Continental Divide Race Park facility. 1 Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado Terracon Project No.22015061 Major site improvements will include the construction of a museum building and a shop building, resurfacing and/or reconstruction of the existing racetrack, extension of the racetrack and construction of a new parking lot. Preliminary information indicates that the racetrack extension will include approximately 9,500 to 10,000 lineal feet of new track, while the parking lot will encompass approximately 9 acres. Site grading plans had not been developed prior to preparation of this report. However, due to the variable site topography, we expect some mass earthwork will be needed for the racetrack construction in order to achieve final grades. We should be contacted to review site grading plans when they become available. Information provided indicates that the museum and shop building will be on the order of 30,000 and 16,000 square feet in plan area, respectively. We understand these structures will be single-story buildings using slab-on-grade construction. Below grade or basement construction is not currently planned for the buildings. Based on this type of construction we anticipate comparatively light to moderate foundation loads. For our analysis, we have assumed maximum wall and column loads to be on the order of three (3) kips per lineal foot (klf) and 60 kips, respectively. In addition, we anticipate floor loads will be relatively light. Visual observation and the topographic map provided indicates a maximum difference in elevation of approximately two (2) to three (3) feet across a given building footprint. Based on this information, we anticipate maximum cuts or fills within the building footprints to be on the order of two (2) to three (3) feet. If the type of construction, actual foundation or floor loads or site grading varies from those outlined above, we should be contacted to confirm and/or modify our recommendations accordingly. SITE EXPLORATION The scope of the services performed for this project included site reconnaissance by a geotechnical engineer, a subsurface exploration program, laboratory testing and engineering analyses. Field Exploration: A total of 21 test borings were drilled on March 21, 2001. The borings were drilled to depths of about five (5) to 25 feet at the approximate locations shown on the Boring Location Plan, Figure 1. Six (6) borings were drilled within the footprint of the proposed buildings, five (5) borings were drilled in the existing track surface and 10 boring were drilled in the race track extension and the new parking lot. Borings were advanced with a truck-mounted drilling rig, utilizing 4-inch diameter solid stem augers. r The borings were located in the field by pacing and/or measurements with a surveying wheel using property boundaries and/or existing site features as a reference. Right angles 2 -' Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado Terracon Project No.22015061 p.. for locating the borings were estimated. Approximate ground surface elevations at each boring location were obtained by interpolation from contours indicated on the topographic plan provided. The accuracy of boring locations and elevations should only be assumed to the level implied by the methods used. SI A geotechnical engineer recorded lithologic logs of each boring during the drilling operations. At selected intervals, samples of the subsurface materials were taken by driving California barrel samplers. Penetration resistance measurements were obtained by driving the California barrel into the subsurface materials with a 140-pound hammer falling "1" 30 inches. The penetration resistance value was used to estimate the consistency, relative density or hardness of the materials encountered. In addition, groundwater levels were recorded in each boring at the time of site exploration, and approximately 24 hours after drilling. Laboratory Testing: Samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer and were visually or manually classified in general accordance with the Unified Soil Classification System described in Appendix C. Samples of bedrock were classified in general accordance with the notes for Rock Classification. At that time, the field descriptions were confirmed or modified as necessary and an applicable laboratory testing program was formulated to determine engineering properties of the subsurface materials. Boring logs were prepared and are presented in Appendix A. Laboratory tests were conducted on selected soil/bedrock samples and are presented in Appendix B. The test results were used for the geotechnical engineering analyses, and the development of foundation and earthwork recommendations. Laboratory tests were performed in general accordance with applicable local standards or other accepted standards. Selected soil and bedrock samples were tested for the following engineering properties: ara • Water Content • Particle Size Distribution • Dry Unit Weight • Atterberg Limits e • Swell-Consolidation Potential • Water Soluble Sulfate Content • Unconfined Compressive Strength 3 w-S i Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado Terracon Project No.22015061 SITE CONDITIONS The project site is located at the northeast corner of Weld County Road 34 and Interstate 25 and encompasses approximately 215 acres. The majority of the property is currently irrigated agricultural land although an existing race track is located in the southwest portion of the site. In addition, a number of existing buildings are located adjacent to the track. The track is surfaced with asphalt pavement. Visual observations of the track surface indicate numerous areas of pavement deterioration and distress. These include alligator cracking, • longitudinal cracking and transverse cracking. Remedial work has been performed on the track surface in the past as evidenced by numerous asphalt patches. In general, we judge the existing track surface to be in poor condition. Site topography is relatively variable but generally slopes downward to the south and southeast. Surface slopes are estimated to vary from less than one (1) percent to a maximum of approximately 20 percent. The steepest slopes were located along the northern portion of the existing track. Review of the topographic map provided indicates a maximum difference in elevation of approximately 55 to 60 feet across the location of our test borings. Several natural drainages trending to the southeast towards Lake Marie were also noted on the site. In addition, a relatively low-lying area is located in the southwestern portion of the property in the general vicinity of the existing track. Portions of this area can be characterized by marshy land and is vegetated with tall grasses, reeds and cattails. At the time of our field investigation the portion of the property to the north and east of the existing track was a tilled agricultural field with little, if any, surface vegetation. Several irrigation ditches/laterals were evident on this portion of the property. Other site features included the Great Western Railway tracks which form the northern boundary of the property and an overhead high-power transmission line which crosses the southwestern corner of the site. SUBSURFACE CONDITIONS Geology: The project area is located within the Colorado Piedmont section of the Great Plains physiographic province. The Colorado Piedmont, formed during Late Tertiary and Early quaternary time (approximately two-million (2,000,000) years ago), is a broad, erosional trench which separates the Southern Rocky Mountains from the High Plains. Structurally, the site lies along the western flank of the Denver Basin. During the Late Mesozoic and Early Cenozoic Periods (approximately seventy million (70,000,000) years ago), intense tectonic activity occurred, causing the uplifting of the Front Range and associated downwarping of the Denver Basin to the east. Relatively flat uplands and broad valleys characterize the present-day topography of the Colorado Piedmont in this region. 4 Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado _ Terracon Project No.22015061 Surficial geologic conditions mapped in the vicinity of the site ('Tweto, 1979), consist of '. i. Eolian deposits (Qe) which have been described as windblown sands, silts and clays. Bedrock underlying the site consists of the Upper Unit of the Pierre Shale Formation (Kpu). Bedrock was encountered in approximately 20 percent of the borings at depths ranging from about two (2) to 13 feet below the ground surface. Mapping completed by the Colorado Geological Survey (2Hart, 1972), indicates that the majority of the site is in an area of "Windblown Sand or Silt". This material has been described as having low swell potential and may be subject to settlement or collapse when Alma water is allowed to saturate the deposits. The southwestern portion of the property has been mapped in an area of "Moderate Swell Potential". Potentially expansive materials mapped in this area may include bedrock, weathered bedrock and colluvium (surficial units). Site specific swell testing conducted for this study indicates that the soils and bedrock on the site are non-expansive or have only low swell potential. Soil and Bedrock Conditions: As presented on the Logs of Boring, subsurface conditions encountered on the site consisted of approximately two (2) to 12 feet of lean clays with varying amounts of sand overlying about three (3) to 16 feet or more of silty to very silty sandy lean clays. The deeper sandy clays contained intermittent lenses of silty sand to sandy silt. Borings drilled in the existing track surface (17 through 21) encountered approximately two (2) to three and one-half (3%) inches of asphalt overlying around three (3) to five (5) inches of aggregate base course. The clays in Borings 19 and 21 contained some organic materials. Sedimentary bedrock was encountered below the overburden soils in Borings 6, 8, 11 and 17 at depths ranging from about two (2) to 13 feet below the ground surface. The remaining borings did not encounter bedrock to the maximum depths explored of five (5) to 25 feet. The bedrock consisted predominately of sandy siltstone with occasional lenticular beds of claystone. Please refer to the Logs of Boring for more comprehensive strata descriptions. Field and Laboratory Test Results: Field penetration test results and unconfined compressive strength data indicates that the clay soils vary from soft to very stiff, with most of the clays being medium stiff to stiff in consistency. The dry density of most of the clays varied between 95 to 105 pcf at moisture contents ranging from 22 to 28 percent. These moisture contents indicate that most of the site clays are well above the soil's optimum moisture content. Unconfined compressive strength of clay samples tested varied from ' Tweto, Ogden, 1979 Geologic Map of Colorado, United States Geological Survey. 2Hart, Stephen S., 1972, Potentially Swelling Soil and Rock in the Front Range Urban Corridor, Colorado, Colorado Geological Survey, Environmental Geology No. 7. 5 Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado Terracon Project No.22015061 about 500 to 8,500 psf. The clay soils encountered in our borings are non-expansive or have only slight swell potential at their in-place moisture content and density. These materials show low to moderate consolidation (settlement) potential under light to moderate loads and typically have low load bearing capability. Penetration resistance measurements indicate that the unweathered bedrock varies from hard to very hard. Swell-consolidation and physical property tests indicate that the bedrock typically has low swell potential when wetted. The bedrock is considered to have high load bearing capability. Groundwater Conditions: Groundwater was encountered in approximately 50 percent of the borings at the time of our geotechnical study at depths ranging from about one-half (%) to nine and one-half (9%) feet below the ground surface. In particular, groundwater was encountered in the building borings (Test Borings 1 through 6) at depths ranging from about six and one-half (6%) to seven (7) feet below the ground surface. Borings 8, 13, 16 and 19 encountered groundwater at depths of about one-half (%) to nine and one-half (9%) feet. The remaining borings did not encounter free groundwater to the depths explored. However, approximately 75 percent of these borings had in-place moisture contents in excess of 20 percent at a depth of around four (4) to five (5) feet. These elevated moisture contents suggest that groundwater or irrigation water may have been at or near this level sometime in the recent past. These observations represent current, short-term groundwater conditions at the time of the field exploration, and may not be indicative of other times, or .� at other locations. Groundwater levels should be expected to fluctuate with varying seasonal and weather conditions and irrigation demands on or adjacent to the site. Fluctuations in groundwater levels can best be determined by implementation of a groundwater monitoring plan. Such a plan would include installation of groundwater monitoring wells, and periodic measurement of groundwater levels over a sufficient period ►+ of time. The possibility of groundwater fluctuations should be considered when developing design and construction plans for the project. Based upon review of U.S. Geological Survey Maps (3Hillier, et al, 1983), regional groundwater beneath the project area predominates in colluvial or windblown materials, or in fractured weathered consolidated sedimentary bedrock located at a depth near ground surface. Seasonal variations in groundwater conditions are expected since the aquifer materials may not be perennially saturated. Groundwater is generally encountered at depths ranging from 5 to 20 feet below ground surface; depth to seasonal groundwater is generally 10 feet or less. .,. 3Hillier, Donald E.; Schneider, Paul A., Jr.; and Hutchinson, E. Carter, 1983, Depth to Water Table (1979) in the Boulder-Fort Collins-Greeley Area, Front Range Urban Corridor, Colorado, United States Geological Survey, Map l- 855-I. 6 H Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado _..} Terracon Project No.22015061 Zones of perched and/or trapped groundwater, where not already present, may also occur at times in the subsurface soils overlying bedrock, on top of the bedrock surface or within permeable fractures in the bedrock materials. The location and amount of perched water is dependent upon several factors, including hydrologic conditions, type of site development, irrigation demands on or adjacent to the site, fluctuations in water features, seasonal and weather conditions. ENGINEERING ANALYSES AND RECOMMENDATIONS «�s Geotechnical Considerations: Based upon the subsurface conditions encountered in our test borings, we believe that the primary geotechnical conditions which will influence development of the site and foundation, floor slab and pavement construction are the shallow groundwater and the relatively low strength and compressible clays with high in- place moisture contents. These concerns and other site development considerations are briefly discussed in the following sections. The primary methods which can be used to mitigate the impact of shallow groundwater and soft soils on the site could include limiting cuts as shallow as practical during site grading, raising the site with structural fill to increase the depth to groundwater or installing underdrain systems to provide a means to control, and in some instances, to lower existing water levels. We recommend the grading plans be designed so that that the final pavement subgrade is at least three (3) feet above the groundwater surface. In areas where this is `'' not practical, a pavement edge drain or some other subsurface drain system should be designed and installed in pavement areas. As discussed above, shallow groundwater and/or comparatively soft clays with high moisture contents were encountered across the site. These conditions indicate that the site soils are susceptible to disturbance and loss of strength when subjected to repeated construction traffic wheel loads and "pumping" and unstable subgrades will likely develop during pavement construction and other earthwork activities, particularly for cut areas. The impact of comparatively soft clays with high moisture contents and shallow groundwater is significant at this site. To reduce the impact of these conditions, we recommend limiting cuts as shallow as practical during grading operations. Where practical, the use of light- weight or low-contact pressure earth moving equipment should be used to reduce the potential of "pumping" subgrade soils. Stabilization of soft soils should be anticipated prior to fill placement or pavement or foundation construction at this site. Stabilization techniques could include the use of soil removal and replacement with import granular 7 .L t Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado .;..,� Terracon Project No.22015061 r materials and/or geogrids or geotextiles. Chemical treatments such as lime or fly ash could also be used for stabilization/subgrade improvement. When fills are placed over the clay soils, they will compress and consolidate to some 1St degree. Our experience and the laboratory test data suggest that for shallow fills (on the order of 3 to 4 feet) the resulting settlements are anticipated to occur within a relatively short time after grading is complete, and should not significantly affect the proposed development or other site improvements. For deeper fills, it is possible that excessive settlements could occur. We should review site grading plans to evaluate whether further ..444j investigation and/or analysis is necessary to address this concern. Final site grading plans should be prepared with due consideration given to the potential constraints and/or construction difficulties associated with shallow groundwater, soft soils and other geotechnical conditions. Design and construction recommendations for foundation systems and other earth connected phases of the project are outlined below. Museum and Shop Building Foundations: Considering the subsurface conditions encountered in the test borings, we believe that relatively lightly loaded buildings can be supported on low contact-pressure spread footings bearing on the natural clays or approved structural fill. The footing foundation design criteria outlined below is applicable for continuous foundation loads up to three (3) kips per lineal foot (klf) and for column loads up to 60 kips. If higher foundation loads or movement sensitive structures are planned, we should be contacted to evaluate whether further investigation and/or analysis is necessary. One alternative that may be feasible for higher foundation - loads would involve removal of a portion of the clays below footings and replacement with irait densely compacted granular fill. However, groundwater and unstable soils will likely be encountered at greater depth and these conditions will complicate placement of the "-i structural fill. If groundwater is encountered in excavations, some method of temporary dewatering would be needed for proper construction. We are available to discuss this option with you. Footings meeting the above criteria may be designed for a maximum soil bearing pressure -- of 1,200 pounds per square foot (psf). The design bearing pressure applies to dead loads plus design live load conditions. Exterior footings must be protected from frost action. The normal depth of frost protection in this area is assumed to be around 30 inches. We recommend constructing footings at least three (3) feet above the level of groundwater in order to control groundwater (dewatering complications) and stabilization impacts on footing construction. 8 Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado Terracon Project No.22015061 As discussed previously, areas of soft clays may be encountered at foundation bearing depth. To reduce the likelihood of disturbance to the foundation soils and the requirement for corrective work, we recommend a track hoe be used for footing excavations. If unstable soils exist beneath planned footing areas, the excavation should be deepened to minimum depths directed by the geotechnical engineer and then backfilled with approved granular fill. Over-excavation for footing support (if needed) would require deepening the excavation as directed by the goetechnical engineer and widening the excavation laterally in all directions beyond edges of the footing at least 8 inches for each foot of over-excavation depth below the footing base elevation. The over-excavated area should then be backfilled up to footing base elevation with approved granular material placed in lifts not exceeding 8 inches in loose thickness and compacted to at least 95 percent of the standard Proctor maximum dry density (ASTM D698). The over-excavation and backfill procedure (if needed) is illustrated in the figure below. Itta�(05.5 `tt �- 2/3D 2/3D If( Design Footing Level g_--ewe Cam acted • —04 �n flJttt� 1c ir1 �tlt� Footings should be proportioned to reduce differential foundation movement. Proportioning on the basis of relative constant dead-load pressure can provide a means to reduce differential settlement between adjacent footings. Total settlement of footings based on the assumed structural loads and designed in accordance with the above criteria is estimated to be on the order of one (1) inch. Differential settlement could approach one- 1 half ('/z) to three-quarters (34) of the estimated total movement. Additional foundation movements could occur if water from any source infiltrates the foundation soils; therefore, proper drainage should be provided in the final design and during construction. 9 Yj Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado e . Terracon Project No.22015061 i Thickened slab sections can be used to support interior load-bearing partitions, provided that: 31 • Slabs are supported on structural fill, • Loads do not exceed 900 plf, • Thickened sections have a minimum width of 12 inches, and 7 i • Thickness and reinforcement are consistent with structural requirements. Footings, foundations, and masonry walls should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. The use of joints at openings or other discontinuities in masonry walls is recommended. Foundation a excavations should be observed by the geotechnical engineer to confirm that satisfactory bearing materials are present and that subsurface conditions are consistent with those encountered in our borings. If the soil conditions encountered differ significantly from r—t those presented in this report, supplemental recommendations will be required. Floor Slab Design and Construction: Based on the nature of use of the proposed buildings, we have assumed that floor loads will be relatively light and that some minor movement of the floor slab can be tolerated. Swell-consolidation tests indicate that the clays likely to support floor slabs are generally non-expansive or have only slight swell potential when wetted. These materials are considered to have low consolidation (settlement) potential under light loads such as those imposed by normal floor areas. Based on this data, we believe that conventional slab on grade construction can be used for lightly loaded floor areas while maintaining floor movements within tolerable limits for this type of construction. To reduce potential slab movements, the subgrade soils should . ! be prepared as outlined in the earthwork section of this report. Additional floor slab design and construction recommendations are as follows: 3 • Positive separations and/or isolation joints should be provided between "4 slabs and all foundations, columns or utility lines to allow independent movement. • Control joints should be provided in slabs to control the location and extent of cracking in accordance with the American Concrete Institute (ACI). - • Interior trench backfill placed beneath slabs should be compacted in accordance with recommended specifications outlined below. Y 10 Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado Terracon Project No.22015061 • In areas subjected to normal loading, a minimum 4-inch layer of clean- graded gravel or aggregate base course should be placed beneath interior slabs. For heavy loading, reevaluation of slab and/or base course thickness may be required. Slab reinforcement and thickness should be designed based on the actual loads imposed and on the intended slab use. s • If moisture sensitive floor coverings are used on interior slabs, consideration should be given to the use of barriers to reduce potential vapor rise through the slab. • Floor slabs should not be constructed on frozen subgrade. • Other design and construction considerations, as outlined in the ACI Design Manual, Section 302.1R are recommended. Pavement Design and Construction: Results of gradation and plasticity tests on selected samples likely to be encountered below pavements indicated that 7 out of the 10 samples tested classified as A-6 soils according to the AASHTO classification system. AASHTO group indices of these subgrade soils ranged from 5 to 18. These subgrade materials classified as "CL" according to the Unified Soil Classification System (USCS) methods. The remaining 3 samples tested classified as A-4 and A-7-6 soils with group indices ranging from 1 to 28. These materials classified as "ML" or "CL" according to the Unified Soil Classification System (USCS) methods. The required total thickness for the pavement structure is dependent primarily upon the foundation soil or subgrade and upon traffic conditions. Soil classification test results and other physical property tests indicate that the subgrade soils at the site generally have poor - pavement support characteristics. For our preliminary pavement design we have used a correlated Resilient Modulus (MR) of 4,000 pounds per square inch (psi) for the subgrade soils. Traffic loading information for the race track was provided by a representative of Sahara, Inc. and is expected to consist of six (6) two-day race events per season. Races are reported to run for approximately eight (8) hours per day with about 30 cars on the track at a given time. The race cars are expected to complete around 45 laps per hour. Based on this information, an accumulated vehicle application of approximately 2.6 x 106 is expected during a 20 year analysis period. Using an ESAL factor of 0.0008 for each vehicle and assuming some future increase in track usage, a 20-year design ESAL of around 3,000 to 6,000 was determined for the race track. These values correspond to a design traffic number (DTN) of around 1. For automobile parking areas we used a DTN of 2.5 which we believe is consistent with the limited use anticipated for the parking lot. 11 OO Sahara,Inc. , Continental Divide Race Park Improvements Terracon Weld County,Colorado :. Terracon Project No.22015061 1 Since site grading plans had not been developed at the time of this report, we are providing preliminary pavement thickness designs to aid in cost estimating and planning purposes for the project. We should review site grading plans when they become available to evaluate whether further field investigation and/or analysis is necessary to provide a final pavement design on the site. The final design would account for variations in pavement subgrade ^-' soils and subsurface conditions which may occur in cut/fill sections required to bring the site to construction grade. Accordingly, the actual required pavement thickness may vary from those presented below. Our preliminary design calculations indicate the appropriate areas can be paved using the following alternatives. "" c,Pre)j�,i at�e 1 Thtoknt Jnphe ) 1 Pavement Area *nit ' .. , n'�gc, 9a - c f m Gttt1E '; a ,. nurse •LC„ ToEa Automobile Parking A 5 5 Areas a 3 7 10 New Race Track A 5 5 Pavements a 3 7 10 Track Overlay A 3 3 Based on the condition of the existing track, we believe that the most positive pavement option for the existing track would involve complete reconstruction. However, reconstruction is not without potential construction complications. If the existing pavement is removed, areas of unstable subgrades will likely be present. Therefore, we recommend that, where possible, the existing track be left in place as a "construction base" in order to reduce stabilization impacts. If fill is planned for reconstruction, we recommend a relatively -- free-draining granular fill be used in areas where the existing track is left in place. As mentioned previously, groundwater was encountered in Boring 19 (on the south side of the existing track) at a depth of approximately one-half (%) foot below the pavement surface. In areas where groundwater is within (3) feet of the subgrade, we recommend a pavement edge drain be designed and installed adjacent to the track. Prior to placement of the asphalt overlay (if selected), the existing pavement surface should be proof-rolled in the presence of the geotechnical engineer to delineate areas of 44 unstable subgrades. Heavy construction equipment such as a loaded water truck or tandem axle dump truck is recommended for proof-rolling. Areas of significant pavement/subgrade distress should be further evaluated to determine an appropriate level of stabilization. Pavement geotextiles should be provided in areas where cracking has occurred in order to reduce the potential of reflection cracking in the overlay section. 12 Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado Terracon Project No.22015061 Aggregate base course (if used) should consist of a blend of sand and gravel which meets strict specifications for quality and gradation. Use of materials meeting Colorado Department of Transportation (CDOT) Class 6 specifications (or similar) is recommended for base course. Aggregate base course should be placed in lifts not exceeding eight inches and should be compacted to at least 95 percent of the standard Proctor maximum dry density (ASTM D698). Asphalt concrete should be composed of a mixture of aggregate, filler and additives, where required, and appropriate bituminous material for the planned usage. The asphalt concrete should conform to approved mix designs stating the appropriate design properties and recommended mixing and placing temperatures. Asphalt material should be placed in maximum 3-inch lifts and should be compacted to the minimum density determined by the mix design. Pavement Subgrade Preparation: Soil classification test results and other physical properties indicate that the subgrade soils at the site generally have poor pavement support characteristics. In addition, shallow groundwater and comparatively soft, high moisture content clays were encountered across the site. These conditions indicate that the site soils are susceptible to disturbance and loss of strength when subjected to repeated construction traffic wheel loads and "pumping" and unstable subgrades will likely develop during pavement construction and other earthwork activities, particularly for cut areas. To reduce the impact of these conditions, we recommend limiting cuts as shallow as practical during grading operations. Where practical, the use of light-weight or low-contact pressure earth moving equipment should be used to reduce the potential of "pumping" subgrade soils. Stabilization of soft soils should be anticipated prior to fill placement or pavement construction at this site. Stabilization techniques could include the use of soil removal and replacement with import granular materials and/or geogrids or geotextiles. Chemical treatments such as lime or fly ash could also be used for stabilization/subgrade improvement. Laboratory evaluation is recommended to determine the effect of chemical stabilization on subgrade soils (if used) prior to construction. Some subgrade stabilization and/or improvement should be anticipated at the site to mitigate the impact of soft subgrades on pavement construction. The most effective method for stabilization can best be determined during construction after the actual subgrade conditions have been exposed. In addition, we recommend the grading plans be designed so that that the final pavement subgrade is at least three (3) feet above the groundwater. In areas where this is not practical, pavement edge drains or other subsurface drain systems should be designed and installed. 13 Sahara,Inc. Continental Divide Race Park Improvements Terracon Weld County,Colorado Terracon Project No.22015061 The ground surface in the area of proposed fill placement should be stripped of vegetation and organic matter. This material should be wasted from the site or stockpiled and used to re-vegetate landscape areas or exposed slopes after completion of grading operations. If it is necessary to dispose of organic materials on-site, they should be placed in non- structural areas and in fill sections not exceeding 5 feet in height. For permanent slopes in compacted fill or cut areas we recommend slopes of 3:1 (horizontal to vertical), or less to reduce erosion and maintenance problems. If steeper slopes or slopes over 7 feet in height are required, stability analyses should be completed to design the grading plan. The subgrade beneath proposed fill and pavement areas should be scarified, moisture conditioned within 2 percent of optimum moisture content (unless modified by the geotechnical engineer) and compacted to at least 95 percent of the standard Proctor maximum dry density (ASTM D698). After the subgrade has been compacted, we recommend that the exposed subgrade be proof-rolled in the presence of the geotechnical engineer to delineate soft or disturbed areas at or near subgrade level. Heavy construction equipment such as a loaded water truck or tandem axle dump truck is recommended for proof-rolling. Unsuitable areas should be over-excavated and replaced with approved fill if the soils cannot be moisture adjusted and compacted in place. If extensive stabilization is needed, fly ash or lime treatment should be considered for subgrade stabilization. The on site clay soils, processed siltstone bedrock or approved low swelling import materials can be used for site grading fill. The fill should be placed in thin, loose lifts and compacted. Spreading and "wind-rowing" of wet soils or moisture addition and uniform mixing of dry soils will be needed to properly place fill soils. We recommend fill placed at the site be moisture conditioned within 2 percent of optimum moisture content and compacted to at least 95 percent of the standard Proctor maximum dry density (ASTM D698). If fill depths exceed about 5 feet, modifications to the fill placement and compaction criteria may be needed. Sloping areas steeper than 5:1 (horizontal:vertical) which will receive fill should be benched to reduce the potential for slippage between existing slopes and fills. Fill should not contain organic or frozen material and it should not be placed on a frozen subgrade. Placement and compaction of fill and other pavement materials should be observed and tested by the geotechnical engineer to verify that the specified moisture and -141 compaction requirements have been achieved. The collection and diversion of surface drainage away from paved areas is critical to the satisfactory performance of the pavement. Drainage design should provide for the removal of water from paved areas in order to reduce the potential for wetting of the subgrade soils. The following recommendations should be considered at minimum: 14 - Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado Terracon Project No.22015061 • Site grading at a minimum 2% grade away from the pavements; •-SW Compaction of any utility trenches for landscaped areas to the same criteria as the pavement subgrade; • Sealing all landscaped areas in or adjacent to pavements to minimize or prevent moisture migration to subgrade soils; • Placing compacted backfill against the exterior side of curb and gutter; and, placing curb, gutter and/or sidewalk on subgrade soils without the use of base course materials. Preventative maintenance should be planned and provided for through an on-going pavement management program in order to enhance future pavement performance. Preventative maintenance activities are intended to slow the rate of pavement deterioration, and to preserve the pavement investment. Preventative maintenance consists of both localized maintenance (e.g. crack sealing and patching) and global maintenance (e.g. surface sealing). Preventative maintenance is usually the first priority when implementing a planned pavement maintenance program and provides the highest return on investment for pavements. Prior to implementing any maintenance, additional engineering observation is recommended to determine the type and extent of preventative maintenance. General Earthwork: ..S�i General Considerations: The following presents recommendations for site preparation, excavation, subgrade preparation and placement of engineered fills on the project. All earthwork on the project should be observed and evaluated by Terracon. The evaluation of earthwork should include observation and testing of engineered fill, subgrade preparation, foundation bearing soils, and other geotechnical conditions exposed during the construction of the project. Site Preparation: Strip and remove existing vegetation, debris and other deleterious materials from proposed building and pavement areas. All exposed surfaces should be free of mounds and depressions that could prevent uniform compaction. Stripped materials consisting of vegetation and organic materials should be wasted from the site, or used to re-vegetate landscaped areas or exposed slopes after completion of grading operations. If it is necessary to dispose of organic materials on- 15 Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado Terracon Project No.22015061 site, they should be placed in non-structural areas and in fill sections not exceeding 5 feet in height. If fill is placed in areas of the site where existing slopes are steeper than 5:1 (horizontal:vertical), the area should be benched to reduce the potential for slippage between existing slopes and fills. Benches should be wide enough to accommodate compaction and earth moving equipment, and to allow placement of horizontal lifts of fill. Drainage blankets, consisting of free-draining gravel enclosed in filter fabric should be placed in any natural drainage beneath fill sections which exceed 10 feet in height. Drainage blankets should be led to a positive gravity discharge. Exposed areas which will receive fill, once properly cleared and benched where necessary, should be scarified to a minimum depth of eight inches, conditioned to near optimum moisture content, and compacted. It is anticipated that excavations into the overburden soils can be accomplished with conventional earthmoving equipment. However, excavations penetrating the bedrock to significant depths may require the use of specialized heavy-duty equipment, together with drilling and blasting to facilitate rock break-up and removal. Consideration should be given to obtaining a unit price for difficult bedrock excavation in the contract documents for the project. Depending upon location on the site, depth of excavation and seasonal conditions, groundwater may be encountered in excavations on the site, particularly for excavations exceeding about five (5) feet in depth. Pumping from sumps may be utilized to control water within excavations. Well points may be required for significant groundwater flow, or where excavations penetrate groundwater to a significant depth. The individual contractor(s) is responsible for designing and constructing stable, temporary excavations as required to maintain stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local, and federal regulations, including current OSHA excavation and trench safety standards. Subgrade Preparation: As discussed previously, areas of loose or soft soils may be encountered at foundation bearing depth after excavation is completed for footings. 16 r.; Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado Terracon Project No.22016061 When such conditions exist beneath planned footing areas, the subgrade soils should be treated as outlined in the Foundation section of this report. Subgrade soils beneath interior and exterior slabs, and beneath pavements should be scarified, moisture conditioned and compacted to a minimum depth of ten inches. The moisture content and compaction of subgrade soils should be maintained until slab or pavement construction. Fill Materials and Placement: Clean on-site soils, processed siltstone bedrock or approved imported materials may be used as fill or backfill on the site. Imported soils (if required) should conform to the following or they should be tested and approved by the geotechnical engineer prior to importation to the site: Percent finer by weight Gradation (ASTM C136) 6" 100 3" 70-100 No. 4 Sieve 50-100 No. 200 Sieve 15 (max) • Plasticity Index Non-plastic Engineered fill should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. Recommended compaction criteria for engineered fill materials are as follows: Minimum Percent Material (ASTM D698) 11 Scarified Subgrade Soils 95 On-Site and Imported Fill Soils: Beneath Foundations 95 Beneath Slabs 95 Beneath Pavements 95 Aggregate Base (beneath slabs) 95 17 Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado Terracon Project No.22015061 If fill depths exceed about 5 feet, modifications to the fill placement and compaction criteria may be needed. On-site clay soils and processed siltstone bedrock should be compacted within a moisture content range of 2 percent below, to 2 percent above optimum. Imported soils meeting the above criteria should be compacted within a moisture range of three (3) percent below to three (3) percent above optimum unless modified by the project geotechnical engineer. Slopes: For permanent slopes in compacted fill or cut areas we recommend slopes of 3:1 (horizontal to vertical), or less to reduce erosion and maintenance problems. If steeper slopes or slopes over 7 feet in height are required, stability analyses should be completed to design the grading plan. The face of all slopes should be compacted to the minimum specification for fill embankments. Alternately, fill slopes can be over-built and trimmed to compacted material. Excavation and Trench Construction: Excavations into the on-site soils will encounter a variety of conditions. Excavations into the clays and bedrock above groundwater can be expected to stand on relatively steep temporary slopes during construction. However, wet caving soils and groundwater may also be encountered depending upon depth of excavation and these conditions will require flatter slope inclinations. The individual contractor(s) should be made responsible for designing and constructing stable, temporary excavations as required to maintain stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local, and federal regulations, including current OSHA excavation and trench safety standards. As a safety measure, it is recommended that all vehicles and soil piles be kept to a minimum lateral distance from the crest of the slope equal to no less than the slope height. The exposed slope face should be protected against the elements. The soils to be penetrated by the proposed excavations may vary significantly across the site. The preliminary soil classifications are based solely on the materials encountered in widely spaced exploratory test borings. The contractor should verify that similar conditions exist throughout the proposed area of excavation. If different subsurface conditions are encountered at the time of construction, the actual conditions should be evaluated to determine any excavation modifications necessary to maintain safe conditions. 18 Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado Terracon Project No.22015061 ri Additional Design and Construction Considerations: Exterior Slab Design and Construction: Exterior slabs-on-grade, exterior architectural features, and utilities founded on, or in backfill or site soils will probably experience some movement due to the volume change of the material. Potential movement could be reduced by: • Minimizing moisture increases in the backfill • Controlling moisture-density during placement of backfill • Using designs which allow vertical movement between the exterior features and adjoining structural elements • Placing effective control joints on relatively close centers j Underground Utility Systems: Piping should be adequately bedded for proper load distribution. It is suggested that clean, graded gravel be used as bedding. Where utilities are excavated below groundwater, some method of temporary dewatering will be needed for proper construction. Utility trenches should be excavated on safe and stable slopes in accordance with OSHA regulations. Backfill should consist of the on- site soils or existing bedrock. If bedrock is used, all plus 6-inch material should be removed prior to its use. The pipe backfill should be compacted to at least 95 percent of the standard Proctor maximum dry density ASTM D698. Underground piping within or near the proposed structures should be designed and constructed so minor deviations in alignment do not result in breakage or distress. Utility knockouts in grade beams should be oversized to accommodate differential movements. Corrosion Protection (Concrete): We measured soluble sulfate concentrations for representative samples of the subsoils which will likely be in contact with structural concrete. The sulfate concentrations measured in the samples varied from 340 to 1,300 ppm. ACI rates the measured concentrations as being a moderate risk of concrete sulfate attack. ACI recommends the use of Type II cement and a maximum water cement ratio of 0.50, for concrete members on and below grade. Foundation concrete should be designed in accordance with the provisions of the ACI Design Manual, Section 318, Chapter 4. Surface Drainage: Positive drainage should be provided during construction and maintained throughout the life of the proposed structures. Infiltration of water into utility 19 - Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado Terracon Project No.22015061 or foundation excavations must be prevented during construction. Planters and other surface features that could retain water in areas adjacent to the building or pavements should be sealed or eliminated. In areas where sidewalks or paving do not immediately _ adjoin the structure, we recommend that protective slopes be provided with a minimum grade of approximately 5 percent for at least 10 feet from perimeter walls. Backfill against footings, exterior walls, and in utility and sprinkler line trenches should be well compacted and free of all construction debris to reduce the possibility of moisture infiltration. Downspouts, roof drains or scuppers should discharge into splash blocks or extensions when the ground surface beneath such features is not protected by exterior slabs or paving. Sprinkler systems should not be installed within 5 feet of foundation walls. ~` Landscaped irrigation adjacent to the foundation system should be minimized or eliminated. 'GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide testing and observation during excavation, grading, foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings or across the site. The nature and extent of such variations may not become evident until construction. If variations appear, it will be necessary to reevaluate the recommendations of this report. The scope of services for this project does not include either specifically or by implication any environmental assessment of the site or identification of contaminated or hazardous materials or conditions. If the owner is concerned about the potential for such contamination, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. In the event that changes in the nature, design, or location of the project as 20 Sahara,Inc. Terracon Continental Divide Race Park Improvements Weld County,Colorado Terracon Project No.22015061 outlined in this report, are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes, and either verifies or modifies the conclusions of this report in writing. los .p:i j 21 PL E.�� ..r T . X00 A ED xG 1110g UN I55C � 7 w' r b11" ,5 gObW4.-r- r N mss%a. - C \ 1 ` mow` \ r :�.':�noR T U 0 ws ` CONTROL oWER L.y\. :,•\� (1—rrr:12 � ,, 1_"` . � os~, 5 y-gnus M N ti '� J LCN7 , ./i/c\o5 ` ` Cog: ` V •�a.4 �� J GS 1 U - —Ate` 'Th- _ 'A,. \ \' . a 1 PARK-117G., - I \i r.%).\\ ? I II r" --•-• —•______,—) \ � A a { •' \ V ,� �EXISTIN 3/r ,C\ C N \� TRA/K al TN r 2 's kLN) '`,. ------5 ;al tNj 5 S 511 ION \ •; 'T 1 2 ANS 7 -I LOT �---� :� _,� �—,( UNPIATT V 1 EC .N •� - •r-1 \ Apt ; 7 53 vnmwA A y 17 / Sq■1d { � NEC NO?OP e 10nOf /& U r \ '. ,/4/96 \ N o AD N O. 34 • ;1s8 l flj 1i:H NZ r r LOG OF TEST BORING NO. TB-1 page 1 of CLIENT Sahara, Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT Weld County, Colorado Continental Divide Race Park Improvements SAMPLES z TESTS DESCRIPTION m r ° Sr WNx ZO w a 9 c >- re w � c Z — Ww 0 O C zg a m m W O w m oaw do wo � FQ Z >- U H L� S c� O a w woo_ WS cc Surface Elev.: 4938.0 ft z � � a '"': ' TOPSOIL LAYER 4937 - LEAN CLAY WITH SAND, brown, dark brown, medium stiff, very moist to wet, silty — in places. CL C8 6/12 26 96 -1.5/250 5 Q 9 4929 - d�d SANDY LEAN CLAY, silty to very silty, tan, — CL CB 6/12 28 light brown, medium stiff to stiff, wet, 10 /00 contains sandy silt to silty sand lenses. — — CL CB 13/12 23 15 _ ML oio — CL CB 11/12 2J CL 0$' 25 4913 - CB 14/12 25 Bottom of Test Boring In o 0 i 0 z w w � I �! 0 The stratification lines represent the approximate boundary lines 0 between soil and rock types: in-situ,the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-21-01 WL V 8 3/21/01 6.5 3/22/01 rBerracon BO CME55 RING COMPLETED FOREMAN 3 21-01 DJD m WL APPROVED ESW JOB# 22015061 LOG OF TEST BORING NO. TB-2 page 1 of 1 CLIENT Sahara, Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT Weld County, Colorado Continental Divide Race Park Improvements SAMPLES TESTS -J C7 -J e z w`m O DESCRIPTION m y ° N xQ z y U C >- ce w < c z H IZiWrn OO<a = w m w 0 W y wF OaW -°c a U M a U z3 F-z > c:t2� �ilIZQ u) 2 w wo ¢O fg ZOI- $� cz Approx. Surface Elev.: 4937.0 ft o z a n 3 v o n v y N ''.: =� TOPSOIL LAYER 4936 % LEAN CLAY WITH SAND, brown, dark _ brown, medium stiff to soft, very moist to wet, silty in places. / — CL CB 9/12 26 95 1440 5 j .W - CL CB 4/12 29 10 12 4925 SANDY LEAN CLAY, silty to very silty,tan, _light brown, gray, medium stiff to stiff, wet, — j contains sandy silt to silty sand lenses. — CL CB 9/12 23 104 -1.4/500 is• • ML %20 4917 20 M- CL L CB 11/12 21 Bottom of Test Boring i O U C K W F cai The stratification lines represent the approximate boundary lines O between soil and rock types: in-situ,the transition may be gradua WATER LEVEL OBSERVATIONS, ftBORING STARTED 3-21-01 WL 7 3/21/01 sWL 6.5 3/22/01 ir Berr acon ROBING COMPLETEDCME 55 FOREMAN 3-21-01 DJD $ WL APPROVED ESW JOB# 22015061 LOG OF TEST BORING NO. TB-3 page 1 of 1 . CLIENT Sahara,Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT Weld County, Colorado Continental Divide Race Park Improvements SAMPLES TESTS O O t 0> 0. y W U DESCRIPTION g re p F F z co 0 M a. rl I I- CO m w > wm few D Oaz -IUd o_ U o_ U z3 r-z > U�w ��lulza tr w CO z w w o ¢U K.- CUU) 5� 0 Approx. Surface Elev.: 4936.0 ft O D z x o.21 30 O n U in co co o 0 i TOPSOIL LAYER 4935 II LEAN CLAY WITH SAND, brown, dark brown, very stiff to stiff, very moist to wet, -- silty in places. ,ri — — CL CB 16/12 24 102 +0.2/500 9 . - / 4 _ 9 4927 — SANDY LEAN CLAY, silty to very silty, tan, — CL CB 9/12 22 102 -1.0/250 �/// light brown, gray, stiff to very stiff, wet, 10 ML contains sandy silt to silty sand lenses. — j - - , — CL CB 12/12 19 109 4940 te ML — //)20 4916 — CL CB 11/12 Bottom of Test Boring 20 ML -x4 I a ii The stratification lines represent the approximate boundary lines 0 between soil and rock types: in-situ,the transition may be gradua WATER LEVEL OBSERVATIONS, ftBORING STARTED 3-21-01 o WL Y 8 3/21/01 T.2 6.5 3/22/01 ir BOerr acon R G CME-55 RING COMPLETED FOREMAN 3 21-01 DJD S WL APPROVED ESW JOB# 22015061 LOG OF TEST BORING NO. TB-4 Page 1 of 1 CLIENT Sahara, Inc. _ SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT Weld County, Colorado Continental Divide Race Park Improvements SAMPLES TESTS J d z Ili N O !� r9 O O t O> o. rn W DESCRIPTION >- F * 5 ZN= a a o t# >- K W < a z z fiW0 O< -� _ = CO W > i____ K W Z Z d' 2 2C- I- N CO W O Wm WI- OdW J�p W O D a. c� z o rz > zoo: �u ¢ w ur w w o a0 tY z0c0 5� o Approx. Surface Elev.: 4936.0 ft o S3 z r a s .*v o a E c1 u),0E3 '•. .,, TOPSOIL LAYER 4935 - •4 %// LEAN CLAY WITH SAND, brown, dark — brown, medium stiff to very stiff, very moist — jto wet, silty in places. 1 j — CB 6/12 25 92 3860 5 s• - CB 19/12 17 114 8525 10 - .-� j 12 4924 _ j SANDY LEAN CLAY, silty to very silty, tan, —light brown, medium stiff to very stiff, wet,contains sandy silt to silty sand lenses. — CB 10/12 15 _ - CB 7/12 20 a % — A 25 4911 — CB 18/12 25 Bottom of Test Boring 1 0 - z 0 U 16 W W I- The stratification lines represent the approximate boundary lines e between soil and rock types: in-situ,the transition may be gradual. S R WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-21-01 sr LB WL WL Y 8 3/21/01 s 6.5 3/22/01 rerracon RIG G CME-65 FOREMAN BORING COMPLETED 3-21-01 DJD W r m WL APPROVED ESW JOB# 22015061 - LOG OF TEST BORING NO. TB-5 CLIENT Page 1 of 1 Sahara, Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT • Weld County, Colorado Continental Divide Race Park Improvements SAMPLES TESTS o DESCRIPTION co > o e wy= zcW7 - ¢ a co oCO Wa. O win wl— D OdW -doo C9 Approx. Surface Elev.: 4935.0 ft o S) z E- a inc 3 o C c. g81,75 CMS o PP '` `' TOPSOIL LAYER 4934 -_ ", %/� LEAN CLAY WITH SAND, brown, red %/ brown, medium stiff to very stiff, very moist — to wet, silty in places. 5 — CL CB 7/12 24 98 -0.9/500 j = - /�W 4 1`10 4925, - CL CB 15/12 19 109 4415 j - // SANDY LEAN CLAY, silty to very silty, tan, 10 light brown, gray, medium stiff to stiff, wet, _— _: •y contains sandy silt to silty sand lenses. /. — CL CB 11/12 22 103 1690 • 15 _ ML _,a %20 4915 — CL CB 12/12 Bottom of Test Boring 20 ML i 1$ VI 11 0 i 0 x rc w i- u The stratification lines represent the approximate boundary lines o between soil and rock types: in-situ,the transition may be gradual. R WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-21-01 ul WL V 9 3/21/01 = 7 3/22/01 ir BORING COMPLETED 3-21-01 o WL SL erracon w RIG CME-55 FOREMAN DJD m WL APPROVED ESW JOB# 22015061 I LOG OF TEST BORING NO. TB-6 page 1 of 1 CLIENT Sahara,Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT • Weld County, Colorado Continental Divide Race Park Improvements SAMPLES TESTS S DESCRIPTION °m r Be Z i cow u "� _ N w > Kc z z ztue Ozae ! ¢ a a M u O Wm WI- > O2z WT.< Lt Approx. Surface Elev.: 4934.0 ft o CO z lI- CC a s 3° o o. D°N CO......-1 TOPSOIL LAYER 4933 - LEAN CLAY WITH SAND, brown, red — brown, medium stiff to soft, very moist to % wet, silty in places. — — CL CB 4/12 24 92 905 5 s • 9 4925 SANDY LEAN CLAY, silty to very silty,tan, — CL CB 5/12 25 99 -0.7/250 light brown, medium stiff, wet, contains 10 ML .. —sandy silt to silty sand lenses. — 13 4921 — SANDY SILTSTONE, clayey, contains — — lenticular beds of claystone, tan, gray, rust, CB 50/4 18 106 2320 weathered to very hard, moist. 15 "h — — CB 50/6 -- '9 20 ,25 4909 — CB 50/4 25 Bottom of Test Boring I g i3 8 0 -OA (i u Q IC K w F `I u The stratification lines represent the approximate boundary lines between soil and rock types: in-situ,the transition may be gradua 0 s WATER LEVEL OBSERVATIONS, ftBORING STARTED 3-21-01 N WL 4 8 3/21/01 = 7 3/22/01 ir BOerr acon R G CMES5 FOREMAN DJD RING COMPLETED 3-21-01 O WL 2 ]L B, m`L APPROVED ESW JOB# 22015061 LOG OF TEST BORING NO. TB-7 Page 1 of 1 { CLIENT 9 Sahara,Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT Weld County, Colorado Continental Divide Race Park Improvements SAMPLES TESTS -49 yy d 451 o z �> d DESCRIPTION 2 > o wy= cow c7 Q F F ZNF Oda illQ F- N m WO W w WF ° o w 0- 0- h 7 °' 0 w o ¢p E ()Mir ()Mir �¢ o Approx. Surface Elev.: 4961.0 ft o S z � � o 0 3� o'a _ TOPSOIL LAYER •III. 496n LEAN CLAY WITH SAND, brown, dark brown, stiff, moist. • CL CB 12/12 19 104 3590 5 4956 5 Bottom of Test Boring I $ O z I R _ (% The stratification lines represent the approximate boundary lines g between soil and rock types: in-situ,the transition may be gradual. R WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-21-01 Dry 3/21/01 Dry 3/22/01 err acon RIG CME-55 BORING COMPLETED FOREMAN 3-21-01 o WL 2 DJD 03 WL APPROVED ESW JOB# 22015061 LOG OF TEST BORING NO. TB-8 Pagel of 1 1 CLIENT Sahara, Inc. -0-.' SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT Weld County, Colorado _ Continental Divide Race Park Improvements SAMPLES TESTS of DESCRIPTION >. F `e W N fil 1 OO n >- w > i--C KW Z ZKO O2 d f CO m w O W N WE- = Oau -'Op a 0- O a a O Z3 HZ > O2ce L+tw ix Lai N 7 w w o a0 a: zOF 7p o Approx. Surface Elev.: 4967.0 ft o S3 z o-a 't O o a E O v, u N J TOPSOIL LAYER XI &/ ,.,, — 1 4966 — LEAN CLAY, slightly sandy, brown, dark/ brown, rust, medium stiff, moist to very — moist. Rw1 _ CL CB 7/12 27 91 1205 i - 5 - j - " /7.5 4959.5 SANDY SILTSTONE, clayey, contains lenticular beds of claystone, tan, gray, rust, — weathered to hard, moist. — j„' T. CB 50/7 17 108 -0.1/500 -z, .:-.1-.10 4957 . 10 Bottom of Test Boring •ate i nog o a et rc w u The stratification lines represent the approximate boundary lines between soil and rock types: in-situ,the transition may be gradual. N WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-21-01 gg WL 2 Dry 3/21/01 y 9 3/22/01 rerracon R IG CME-55 FOREMAN BORING COMPLETED 3-21-01 DJD w -: g WL APPROVED ESW JOB# 22015061 an LOG OF TEST BORING NO. TB-9 I CLIENT Page 1 of Sahara,Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT Weld County, Colorado Continental Divide Race Park Improvements SAMPLES TESTS DESCRIPTION y E wm= zo • >- b: fu a z zyr ohm I- COy m O W m - ) Zlaz W -ISd 0 WI 0oW -IUd c9 Approx. Surface Elev.: 4966.0 ft o E z L LE .§•8 Ea j S N ?)09, 4 ` TOPSOIL LAYER I • 4965 - LEAN CLAY WITH SAND, silty, varies to sandy lean clay, brown, tan, beige, stiff, a slightly moist to moist. — t . • CL CB 9/12 16 84 3410 j 5 4961 Bottom of Test Boring 6 0 z U K tt W F- ...._ u The stratification lines represent the approximate boundary lines between soil and rock types: in-situ,the transition may be gradual. c WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-21-01 WL Dry 3/21/01 = Dry 3/22/01 erracon RBORMPLETD IG ING CO CMESSE FOREMAN 3 2 WL DJD $ 7� o WL APPROVED ESW JOB# 22015061 m LOG OF TEST BORING NO. TB-10 Page 1 of 1 CLIENT Sahara,Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT Weld County,Colorado Continental Divide Race Park Improvements _ SAMPLES TESTS oO 0o> 0. coal DESCRIPTION m r z c73 i z 0.5 g ¢ m OZ o. _ h W w c Z z Ii W0 UQaR 11, IT_ F ul m w 0 W; W I Q a Z -I V C- ¢ a U f a U Z3 -Z Y U�w �u�C- I ir w ul O w wo a0 as z0� n< o Approx. Surface Elev.: 4958.0 ft o n z at a s 3o Co. m o ur u1 h J '- TOPSOIL LAYER 4957 _ i j LEAN CLAY WITH SAND, varies to sandy silty, clay, brown, tan, beige, stiff to very '' stiff, slightly moist. _ �� l j i %/ CL CB 10/12 11 104 5555 5 4953 Bottom of Test Boring 5 -H , r a —i0u I6 H.) 4 a re w r — _, 26 The stratification lines represent the approximate boundary lines 0 between soil and rock types: in-situ,the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-21-01 w WL 4 Dry 3/21/01 s Dry 3/22/01 lierracon RIG BORING COMPLETED CME-55 OREMAN 3-21-01 DJD g WL APPROVED ESW JOB# 22015061 0 LOG OF TEST BORING NO. TB-11 Page 1 of 1 CLIENT Sahara, Inc. `;.:. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT Weld County, Colorado Continental Divide Race Park Improvements SAMPLES TESTS ilW (9 J e Z W VI t) O9 DESCRIPTION g F z v= o a o >- W > F- e_W Z u-Lilo U23Q ��, o_ I— CO m w 0 w y F z Y O- J° 0 Approx. Surface Elev.: 4952.0 ft 0- 0 Z o 0 w o --o K z o F c5,o K as 3U On 7Urn ul � TOPSOIL LAYER _.d #/.-,'.i, — • 1 4951 — �/� LEAN CLAY WITH SAND, brown, light / brown, rust, medium stiff, moist to very — =; • moist. — CL CB 6/12 23 98 -0.3/500 5 _ - j - ///8 4944 - SANDY SILTSTONE, clayey, contains lenticular beds of claystone, tan, gray, rust, — weathered to hard, moist. CB 50/9 , ' 10 4942 ... 10 Bottom of Test Boring ri a I The stratification lines represent the approximate boundary lines G between soil and rock types: in-situ,the transition may be gradual. R WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-21-01 m WL V Dry 3/21/01 = Dry 3/22/01 irerracon BORING COMPLETED 3-21-01 d WL 2T RIG CME-55 FOREMAN DJD w m WL APPROVED ESW JOB# 22015061 LOG OF TEST BORING NO. TB-12 Page 1 of 1 CLIENT Sahara,Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT Weld County, Colorado Continental Divide Race Park Improvements SAMPLES TESTS m J J DESCRIPTION } o w y a co tu U C C. Li 15 Q H F Zy0 O� c 0- O aW O W 3 h Z > Ol- °- -'moo cc a o Approx. Surface Elev.: 4950.0 ft E D Z - I a-a° 3 0 o. D o vi N N o ` TOPSOIL LAYER 4949 LEAN CLAY WITH SAND, brown, rust, gray, stiff to very stiff, moist to very moist, — silty in places. CL CB 10/12 18 104 4110 5 7 4943 SANDY LEAN CLAY, silty to very silty, tan, light brown, gray, medium stiff, very moist, — /0� contains sandy silt to silty sand lenses. — CL CB 5/12 — ML .,t %04 10 4940 10 Bottom of Test Boring - 8 z ! 8 w ... 25 The stratification lines represent the approximate boundary lines between soil and rock types: in-situ,the transition may be gradual. n WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-21-01 WL Dry 3/21/01 Dry 3/22/01 1 [errBOacon RGRING COMPLETED 3-21-01 WL CME-55 FOREMAN DJD 0 WL APPROVED ESW JOB# 22015061 LOG OF TEST BORING NO. TB-13 Page 1 of 1 CLIENT Sahara, Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT Weld County, Colorado Continental Divide Race Park Improvements SAMPLES TESTS I o O d z w`a 0 -J DESCRIPTION > F. a zN= z�a r at w ren E x CO w >cc Fc rew z zLt0 o ae CI- O w a o Z " Fz > oaw -1(-36w N J w 0 <O K ZOO �u a o Approx. Surface Elev.: 4938.0 ft o Z z o ow-a 3 c, o a O w y m o Lk 1 TOPSOIL LAYER • 2..L± 4937 l % LEAN CLAY WITH SAND, brown, rust, j gray, medium stiff to stiff, moist to wet, silty in places. CL CB 11/12 22 101 1865 j 5 • • 4929 SANDY LEAN CLAY, silty to very silty, tan, CL CB 10/12 light brown, gray, stiff to very stiff, wet, ML 10 contains sandy silt to silty sand lenses. j CL CB 17/12 _ .15 4923 15 ML Bottom of Test Boring i o rc w r u The stratification lines represent the approximate boundary lines between soil and rock types: in-situ,the transition may be gradual. . WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-21-01 WL 4 5 3/21/01 15.5 3/22/01 1rerracon BORING COMPLETED 3-21-01 WL Q RIG CME-55 FOREMAN DJD O WL APPROVED ESW JOB# 22015061 LOG OF TEST BORING NO. TB-14 Pagel of 1 { CLIENT Sahara,Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT Weld County, Colorado Continental Divide Race Park Improvements SAMPLES TESTS (7 O = z Earyw ° DESCRIPTION w ° z y F °te a CCc 2 LLWUr UQde de 0_ F co m w 0 Lily W H = O a W -'° F2 >- U2 � W y 3 a W Wo QO o:� zOl'- p co Approx. Surface Elev.: 4949.0 ft o z o a s 3 U o c n u TOPSOIL LAYER — i — 4948 LEAN CLAY WITH SAND, brown, light brown, orange brown, stiff to very stiff, moist to very moist. —_ I ' CB 9/12 22 100 3610 /5 4944. 5 Bottom of Test Boring z U C C W IS The stratification lines represent the approximate boundary lines 8 between soil and rock types: in-situ,the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-21-01 W WL 1-01 d WL 2 Dry 3/21/01 Dry 3/22/01 1 JZ erracon RIG E55 FOREMAN BORING COMPLETED 3 2DJD O WL APPROVED ESW JOB# 22015061 LOG OF TEST BORING NO. TB-15 Pagel of 1 ' CLIENT Sahara,Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT Weld County, Colorado Continental Divide Race Park Improvements SAMPLES TESTS DESCRIPTION m > p °� ZNi z0 U c ¢ W ac Z F- LLW~ Oan = w w > -Z cw z zKz j2� < a. U 2 w O Illy FZ y O2w LM< o: w v, a w wii ¢O �� z � p O Approx. Surface Elev.: 4939.0 ft o 2 _ z n.a 3 8 o o_ U N m y TOPSOIL LAYER — 4938 _ LEAN CLAY WITH SAND, brown, red - - brown, soft to medium stiff, moist to very — moist. • CL CB 3/12 25 92 485 - 5 4934 5 Bottom of Test Boring _y4 1g -188 0 c p U rc rc The stratification lines represent the approximate boundary lines e between soil and rock types: in-situ,the transition may be gradual. R WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-21-01 4 WL Dry 3/21/01 = Dry 3/22/01 �erracon RIG CME-55 FOREMAN DJD BORING COMPLETED 3 2 WL 2 1 m WL APPROVED ESW JOB# 22015061 LOG OF TEST BORING NO. TB-16 Page 1 of 1 CLIENT Sahara, Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT Weld County, Colorado Continental Divide Race Park Improvements _ SAMPLES TESTS O c Z w`w O DESCRIPTION m eo> a nw } F- ul z o`W «� U W Q F H ZNF• Otto. a- ~ CO wm w >O win Wlw— OaW � W y ) o_ w w o <O C' ZOFO gcn¢ o Approx. Surface Elev.: 4939.0 ft o ) Z a s g° O a O N N O TOPSOIL LAYER — 4938 LEAN CLAY, slightly sandy, brown, red brown, stiff, moist to very moist. — _ CL CB 12/12 20 102 3810 +0.2/500 • /7 4932 - / SANDY LEAN CLAY, silty to very silty, tan, light brown, medium stiff, very moist to wet, contains sandy silt to silty sand lenses. _ CL CB 5/12 — ML 4929 10 Bottom of Test Boring -�9 e z O u The stratification lines represent the approximate boundary lines 0 between soil and rock types: in-situ,the transition may be gradual. R WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-21-01 w WL Q Dry 3/21/01 T. 9.5 3/22/01 [err BORING COMPLETED 3-21-01 WL ]Z �con w RIG CME-55 FOREMAN DJD m WL APPROVED ESW JOB# 22015061 LOG OF TEST BORING NO. TB-17 page 1 of 1 CLIENT Sahara, Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT Weld County, Colorado Continental Divide Race Park Improvements SAMPLES TESTS DESCRIPTION m i p °� t5 ZN= z0„ o= w ccc z ~ LLw0 114 OQa za H CO m w co L11 O ww Un- Y X111 Z Q0. -u0p a. ooi 2 a- w zg ¢O >. z0� ia 0 Approx. Surface Elev.: 4930.0 ft o z o.a 3 v EFL +J m w N EXISTING PAVEMENT SECTION, 2.5 0.5 inches of asphalt over approximately 3 4929.5 ( / LEAN f s LAYWIIT HSAND, brown, light CL L 4928 SANDY SILTSTONE, clayey, tan, gray, rust, weathered to hard, moist. CB 50/9 16 114 7510 :u-;.5 4925 5 Bottom of Test Boring s 0 u z O rc i5 The stratification lines represent the approximate boundary lines gbetween soil and rock types: in-situ,the transition may be gradua n WATER LEVEL OBSERVATIONS, ftBORING STARTED 3-21-01 WWL Dry 3/21/01 Dry 3/22/01 ir Berr acon ROBING COMPLETECME55 FOREMAN 3-21-01 DJD WL APPROVED ESW JOB# 22015061 LOG OF TEST BORING NO. TB-18 Page 1 of 1 1 CLIENT Sahara,Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT Weld County, Colorado Continental Divide Race Park Improvements SAMPLES TESTS J C z WIT] O oDESCRIPTION a zw a o� n x x m w > o!w z zrC, �zil 3 a t- N m W O W N WH OdW a o_ U M o- Ci z3 Hz y o2( WIC< K W N W W O QO D_'U Hr s.,0 Approx. Surface Elev.: 4930.0 ft o z L o_a 3 0 o n. o m w N.., yj o.5 EXISTING PAVEMENT SECTION, 2 inches 49265 \of asphalt over approximately 3 inches of I : aggregate� base. SANDY LEAN LEAN CLAY, tan, light brown, rust, -oa stiff to very stiff, slightly moist to moist. • • / CL CB 15/12 12 111 4105 %/f 5 4925 5 Bottom of Test Boring - 0 29-rc The stratification lines represent the approximate boundary lines between soil and rock types: in-situ,the transition may be gradual. pi WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-21-01 WL F1-01 WL Dry 3/21/01 s Dry 3/22/01 1 erracon RIG CME-55 BORING COMPLETED FOREMAN 3 2DJD o WL APPROVED ESW JOB# 22015061 a LOG OF TEST BORING NO. TB-19 page 1 of 1 1 CLIENT Sahara, Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT , Weld County, Colorado - Continental Divide Race Park Improvements SAMPLES TESTS O O c O> a 0W DESCRIPTION 2 p ?tor z a -s x =ci a, iii cc > -Z in, z "'WO O= �4 a F- CO m w O w ,n w I— D OD-W J c.)d a a O a O n HZ Y O'2ce zQ tY w y 7 z } K da "iOO 0 a 7OUy tom Approx. Surface Elev:: 4910.0 ft o F Ns EXISTING PAVEMENT SECTION, 3.5 0.7 inches of asphalt over approximately 5 4909.3 — / \inches of aggregate base. LEAN CLAY WITH SAND, silty, brown, —qtr / gray, dark gray, medium stiff to stiff, moist to wet, contains some organics. — I j — 4 CL CB 6/12 25 99 3150 r{ //;5 4905 5 Bottom of Test Boring i i e -4621 - O O z O w w r u The stratification lines represent the approximate boundary lines between soil and rock types: in-situ,the transition may be gradual. N _ WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-21-01 a WL Z 4.5 3/21/01 = 0.5 3/22/01 1 BORING COMPLETED CME-55 3-21-01 DJD o WL Sr V a ^' o WL APPROVED ESW JOB# 22015061 a LOG OF TEST BORING NO. TB-20 Pagel of 1 CLIENT Sahara, Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT Weld County, Colorado Continental Divide Race Park Improvements SAMPLES TESTS DESCRIPTION 0 > o wy �' z0.- o m cc ¢ I. i_ zyr ore o- i u) w > ¢` Lew Z zreo V= I- N CO Oaw -Ic)o 1 cl w o m o- w w o ¢0 K`- ZSt ?)(n2 S2 o Approx. Surface Elev.: 4920.0 ft o S3 z a 2 '48 o a y y y o EXISTING PAVEMENT SECTION, 2.5 i-iii inches of asphalt over approximately 4.5 asks — y f / inches of aggregate base. /• SANDY LEAN CLAY, silty, tan, light brown, _ medium stiff, moist to very moist. CL CB 8/12 23 100 1795 :5 4915 5 Bottom of Test Boring -; 3 I g - O 0 Cr Cr w i- s-- ra.i The stratification lines represent the approximate boundary lines g between soil and rock types: in-situ,the transition may be gradual. - R WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-21-01 2 WL Dry 3/21/01 s Dry 3/22/01 1 ferr acon RIG CME-55 BORING COMPLETED FOREMAN 3 2DJD io- WL APPROVED ESW JOB# 22015061 } LOG OF TEST BORING NO. TB-21 page 1 of 1 CLIENT Sahara,Inc. SITE N.E. Corner of WCR 34 and Interstate 25 PROJECT - 9 Weld County, Colorado Continental Divide Race Park Improvements SAMPLES TESTS z W DESCRIPTION m Y w y z cW7 y > w a I zLo oQQ�Za = N W Z L7 - ° 14 _ Kc Z WWZ (4 d •D: W N M a. W W o Q O >- 05 <o Approx. Surface Elev.: 4916.0 ft o S z o a 3 0 ❑ a gal(7) v o° o.s EXISTING PAVEMENT SECTION, 2.5 / 4915.5 :-' inches of asphalt over approximately 4 — / \inches of aggregate base. LEAN CLAY WITH SAND, silty, brown, jmoist,gray, dark gray, medium stiff, moist to very contains some organics. • CL CB 5/12 28 94 1780 //.5 4911 I Bottom of Test Boring 5 "S -4417 IQ i U 6 W The stratification lines represent the approximate boundary lines o between soil and rock types: in-situ,the transition may be gradual. s WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-21-01 _N ER WL Dry 3/21/01 Dry 3/22/01 BORING COMPLETED 3-21-01 6' WL 7 IG CME-55 FOREMAN DJD LU m WL APPROVED ESW JOB# 22015061 10 ."' 8 6 " 4 2 ae i w Q -4 -6 -8 -10 0.1 1 10 100 APPLIED PRESSURE,ksf a Specimen Identification Classification Yd, pcf WC,% • TB-1 4.0ft Lean Clay with Sand (CL) 96 26 0 ce Notes: a SWELL/CONSOLIDATION TEST Project: Continental Divide Race Park Improvements 1 err acon Site: Northeast Corner of WCR 34 and Interstate 25 Weld County, Colorado o Job#. 22015061 Date: 3-29-01 ,.... 8 I . � f , i 6 d 4 . _ , J 2 a _ _ _ . . - • z I 0 Q I r] 0 0 0 4 -- --� I . , I I i —8 i .,. -10 0.1 1 10 100 • APPLIED PRESSURE,ksf m Specimen Identification Classification Yd, pcf WC,% • TB-2 14.0ft Sandy Lean Clay(CL); silty 104 23 O — 11 0 Z cc Notes: cr to a S c9 m 0 a z SWELL/CONSOLIDATION TEST N Project: Continental Divide Race Park Improvements N 1 Derr acon Site: Northeast Corner of WCR 34 and Interstate 25 Weld County, Colorado o° Job#: 22015061 2 Date: 3-29-01 10r 1 • 8 .r --- - Iiii 6- - - ! , I 4' w • i Q a O o -4 • I _� - o I -6 W I I•Q -10____. ,r_i__ 0.1 1 10 100 APPLIED PRESSURE,ksf ;'; E I Specimen Identification Classification Yd, pcf WC,% 1 1 I TB-3 4.0ft Lean Clay with Sand (CL) 102 24 O z 0 Notes: W a r 0 N z SWELL/CONSOLIDATION TEST Project: Continental Divide Race Park Improvements O ir erracon , Site: Northeast Corner of WCR 34 and Interstate 25 Weld County, Colorado o I Job#: 22015061 ,.� F I Date: 3-29-01 10 8 2 6- 4.1 4 co 2 - _ 1 0 r � O -4 .-, -6 • -10_ • 0.1 1 10 100 ..+ APPLIED PRESSURE,ksf Specimen Identification Classification Yd, pcf WC,% • TB-3 9.0ft Sandy Lean Clay(CL); very silty 102 22 z it Notes: u, w 0 SWELL/CONSOLIDATION TEST y Project: Continental Divide Race Park Improvements N 1 [err acori Site: Northeast Corner of WCR 34 and Interstate 25 Weld County, Colorado Job#: 22015061 Date: 3-29-01 -_ 3 �i ;.4 10 8 - - A+ 6 t J J N i2 _ . . _ - rr y I z o -2 , F- < J 0 o -4 - U r. -6 - - , -8 - — "' -10.1 1 10 100 APPLIED PRESSURE,ksf .sI 3. diiii s Specimen identification Classification Yd,d, pcf WC,% ,- • TB-5 4.0ft Lean Clay with Sand (CL) 98 24 _ Z U « Notes: Ui W 4 0 ' oN = SWELL/CONSOLIDATION TEST �, coo-1'65 Project: Continental Divide Race Park Improvements ir erracon Site: Northeast Corner of WCR 34 and interstate 25 Weld County,Colorado 0 Job#: 22015061 u Date: 3-29-01 101 ≤ I I 8 t j 6 . _ - - i M j ,I 4 - - - J J Li, .rl 2 -- 7 r Z o _2 Q 1 0 _. Q , N o -4 r. U ' I -6 I I - - ii --; -81 i i . -10 i 0.1 1 10 100 I APPLIED PRESSURE,ksf Specimen Identification Classification Yd, pcf WC,% 8 j TB-6 9.0ft Sandy Lean Clay (CL); silty 99 25 0 - Jir1 z 0 U < Notes: ce CC w 00.. CI.' 0 i 0 N .- z SWELL/CONSOLIDATION TEST Project: Continental Divide Race Park Improvements 1 Derr acon Site: Northeast Corner of WCR 34 and Interstate 25 Weld County, Colorado -- O Job#: 22015061 u u ,Date: 3-29-01 rry 1 :H 10 8 _ 1 6 - - 4 - J ...ii 0 2 ' ir! i e r �1 Z ° -2 - P a o O N o -4 . - - _,I -6 -8 '1 -10 _ 0.1 1 10 100 APPLIED PRESSURE,ksf i 1 c Specimen Identification Classification Yd, pcf WC,% o • TB-8 9.0ft Sandy Siltstone; with Claystone interbeds 108 17 z cr Notes: ce w f- w-. a i 0 0 N O N N — z SWELL/CONSOLIDATION TEST Project: Continental Divide Race Park Improvements ir erracon Site: Northeast Corner of WCR 34 and Interstate 25 Weld County, Colorado '- o Job#: 22015061 Date: 3-29-01 1 t 10 8 — — _ . 6 . p 4 . _ - -J 2 _ _ ^e e Yri) z R G 0 J O z o -4 - r, U ! _6 ,..q -8 "" -10 0.1 1 -10 100 ,;,; APPLIED PRESSURE,ksf 1 i c Specimen Identification Classification Yd, pcf WC,% o • TB-11 4.0ft Lean Clay with Sand (CL) 98 23 0 a re Notes: re w t a. G 0 4, 0 N N SWELL/CONSOLIDATION TEST r Project: Continental Divide Race Park Improvements N ir err acon Site: Northeast Corner of WCR 34 and Interstate 25 Weld County, Colorado 0 Jab#: 22015061 Date: 3-29-01 10 , "' 8 • . __ - - mi6 -- I I - a• 4 2- Oe Z. I Q o J O c o -4 - o -6 - I ,- -8; - I -10 0.1 1 10 100 APPLIED PRESSURE,ksf ,`1, Specimen Identification Classification Yd, pcf WC,% P) • TB-16 4.0ft Lean Clay(CL);slightly sandy 108 19 z 0 a ce Notes: cc w i s z SWELL/CONSOLIDATION TEST Project: Continental Divide Race Park Improvements 1 err acon Site: Northeast Corner of WCR 34 and Interstate 25 Weld County, Colorado =— 0 Job#: 22015061 2 Date: 3-29-01 U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER 0 *�-� 6 4 3 2 1.5 1 3/4 1/23/8 3 6 810 1416 30 50 fi0 100 140 200 100, , I I 1 i I I r I r' 1 ilriii 1 ii 95 i II "' 90 I ri 1 I • f I 1 85 f \ ' 1 [ ' _ dal 80 75 J I • I 2 60 S i , I , . I I I ' r . . 1 © 55 f -••• f Z 50 ..�.y 1111' I- 45 _ . IrWry U 40I w 35 -_ _ I 25 I - }t 1 - - �--- 20 1- 15-I - . . , 5 .. °� i I I I ,I r �I 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND Icoarse fine coarse I medium I fine SILT OR CLAY Specimen Identification _ Classification _ LL PL I PI Cc Cu '-` • TB-10 2.0ft LEAN CLAY with SAND(CL) 33 17 16 m TB-13 2.0ft LEAN CLAY with SAND(CL) 38 15 23 a TB-14 2.0ft LEAN CLAY with SAND(CL) 36 17 19 * TB-15 2.0ft LEAN CLAY with SAND(CL) 38 16 22 E-, 0 TB-16 2.0ft ; LEAN CLAY(CL) i 43 17 26 ...wP Specimen Identification D100 D60 1 D30 _ D10 %Gravel ' %Sand %Silt %Clay I '6 •_TB-10 2.0ft 4.75 0.0 17.7 : 82.3 o m TB-13 2.0ft 4.75 v 0.0 23.5 76.5 ..-. ct a. TB-14 2.0ft ' 4.75 0.0 16.2 83.8 w * TB-15 2.0ft 4.75I 0.0 15.7 84.3 0 TB-16 2.0ft I 4.75 I 0.0 I 9.3 I 90.7 N GRAIN SIZE DISTRIBUTION / SOIL CLASSIFICATION N UJ N lrerracon Project: Continental Divide Race Park Improvements Z Site: Northeast Corner of WCR 34 and Interstate 25 Weld County, Colorado Job#: 22015061 Date: 3-29-01 i U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER 4 2 1 1/2 3 6 10 16 30 50 100 200 6 3 1.5 3/4 3 8 8 14 40 60 140 1 100 I i 1 1 I I' 1 f' I ' i ' i li , Nlii 85 _ _ 7 80 ' - - - -' ___ „ - li 75 . J , , ' , { 1 ..-. C7 60 I I 101 55 k . , _ _ m cC,r w 50-- i I . L i H 45 --- - _ . - - z i I (r 40 - . 35 Lu i I30 _ _ - 25 4-1-- . . , 1 I , _ 20 _ 15 - .- 10 -1- I 1 --- 5 - .. I . ni, . 1 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND ___ -- SILT OR CLAY i coarse fine ; coarse 1 medium fine Specimen Identification Classification LL PL PI Cc Cu • TB-17 2.0ft Sandy Siltstone (ML) 23 20 3 m TB-18 2.0ft SANDY LEAN CLAY(CL) 31 � 15 16 ATB-21 2.0ft LEAN CLAY with SAND(CL) 34 i 16 18 i 7' * TB-3 9.0ft SANDY LEAN CLAY(CL) 26 I 15 11 E O TB-8 2.0ft LEAN CLAY(CL) 46 18 28 g- Specimen Identification D100 D60 D30 D I0 I %Gravel %Sand %Silt %Clay --I I § •I TB-17 2.0ft 4.75 i, 5 0.0 18.1 _ 81.9 0 m TB-18 2.0ft 4.75 0.0 39.0 61.0 .. cr• A TB-21 2.0ft 9.5 0.4 27.0 72.5 • * TB-3 9.0ft 4.75 0.0 34.4 65.6 2 o TB-8 2.0ft 4.75 _ 0.0 5.0 95.0 •6 GRAIN SIZE DISTRIBUTION / SOIL CLASSIFICATION w Project: Continental Divide Race Park Improvements 1 Derr acon , Site: Northeast Corner of WCR 34 and Interstate 25 Weld County, Colorado x i Job#: 22015061 O I Date: 3-29-01 r i GENERAL NOTES " 1 DRILLING&SAMPLING SYMBOLS: SS: Split Spoon - 1-3/8" I.D., 2" O.D., unless otherwise noted HS: Hollow Stem Auger ST: Thin-Walled Tube-2%" I.D., unless otherwise noted PA: Power Auger --. RS: Ring Sampler-2.42" I.D., 3" O.D., unless otherwise noted HA: Hand Auger I CB: California Barrel— 1.92" I.D., 2.5" O.D. RB: Rock Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary The number of blows required to advance a standard 2-inch O.D. split-spoon sampler(SS)the last 12 inches of the total 18-inch penetration with a 140-pound hammer falling 30 inches is considered the"Standard Penetration" or"N-value". II WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WS: While Sampling WCI: Wet Cave in WD: While Drilling DCI: Dry Cave in BCR: Before Casing Removal _r-, AB: After Boring ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short- "'""I term observations. ) DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils L.r have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a#200 sieve; they are principally described as clays if they are'plastic, and silts if they are slightly plastic or non-plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency. CONSISTENCY OF FINE-GRAINED SOILS RELATIVE DENSITY OF COARSE-GRAINED SOILS Standard Unconfined Penetration or Standard Penetration Compressive N-value (SSI or N-value(SS) Strength, Qu, psf Blows/Ft. Consistency Blows/Ft. Relative Density may < 500 <2 Very Soft 0—3 Very Loose 500 - 1,000 2-3 Soft 4-9 Loose 1,001 - 2,000 4-6 Medium Stiff 10-29 Medium Dense 2,001 - 4,000 7-12 Stiff 30-49 Dense 4,001 - 8,000 13-26 Very Stiff 50+ Very Dense oisir 8,000+ 26+ Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY Descriptive Term(s)of other Percent of Maior Component constituents Dry Weight of Sample Particle Size Trace < 15 Boulders Over 12 in. (300mm) With 15—29 Cobbles 12 in. to 3 in. (300mm to 75 mm) Modifier > 30 Gravel 3 in. to#4 sieve(75mm to 4.75 mm) Sand #4 to#200 sieve(4.75mm to RELATIVE PROPORTIONS OF FINES Silt or Clay 0.075mm) Passing#200 Sieve (0.075mm) Descriptive Term(s) of other Percent of PLASTICITY DESCRIPTION constituents Dry Weight --•• Term Plasticity Index Trace < 5 Non-plastic 0 With 5-12 Low 1-10 Modifiers > 12 Medium 11-30 High 30+ lierracon UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" Soil Classification Group I Symbol Group Name° . - Coarse Grained Soils Gravels Clean Gravels Cu z 4 and 1 ≤Cc 5 3E GW Well-graded gravel° ° More than 50%of coarse Less than 5%finest Cu<4 and/or i >Cc>3E GP Poorly E More than 50 h retained fraction retained on graded gravel on No.200 sieve No.4 sieve Gravels with Fines More Fines classify as ML or MH GM Silty gravel°•°•" than 12%finest Fines classify as CL or CH GC Clayey gravel"0"4 Sands Clean Sands Cu≥6 and 1 ≤Cc≤3° SW Well-graded sand' 50%or more of coarse Less than 5%fines° Cu<6 and or 1 >Cc>35 SP Poorly graded sand fraction passes No.4 sieve Sands with Fines Fines classify as ML or MH SM Silty sane"' t More than 12%fines° Fines Classify as CL or CH SC Clayey sand°"' IFine-Grained Soils Silts and Clays inorganic PI>7 and plots on or above"A"lined CL Lean clayK4M _s--o 50%or more passes the Liquid limit less than 50 PI<4 or plots below"A"line' ML Silt"mot. No.200 sieve ' organic Liquid limit-oven dried Organic clayw" I <0.75 OL" Liquid limit-not dried Organic sikK4Mo Silts and Clays inorganic PI plots on or above"A"line CH Fat clay"M Liquid limit 50 or more PI lots below"A"line MH Elastic Silt" I_ organic Liquid limit-oven dried Organic clayK4M" <0.75 OH Liquid limit-not dried Organic sifK"° Highly organic soils Primarily organic matter,dark in color,and organic odor PT Peat 1 ;1 A Based on the material passing the 3-in.(75-mm)sieve "If.fines are organic,add"with organic fines"to group name. °If field sample contained cobbles or boulders,or both,add"with cobbles or ' If soil contains≥15%gravel,add"with graver to group name. boulders,or both"to group name. - 'If Atterberg limits plot In shaded area,soil is a CL-ML,silty clay, °Gravels with 5 to 12%fines require dual symbols: GW-GM well-graded K If soil contains 15 to 29%plus No.200,add"with sand"or"with gravel with silt,GW-GC well-graded gravel with clay,GP-GM poorly graded gravel,"whichever is predominant. Igravel with silt,GP-GC poorly graded gravel with clay. L If soil contains≥30%plus No.200 predominantly sand,add"sandy' °Sands with 5 to 12%fines require dual symbols: SW-SM well-graded sand to group name. with silt, SW-SC well-graded sand with clay,SP-SM poorly graded sand MIf soil contains≥30%plus No.200,predominantly gravel,add with silt, SP-SC poorly graded sand with clay "gravelly'to group name. .lir, E Cu=DsOD,0 Cc= (D'°)' "PI≥4 and plots on or above"A"line. �""' D,0 X D80 °PI<4 or plots below"A"line. r If soil contains≥15%sand,add"with sand"to group name. "PI plots on or above"A"line. all fines classify as CL-ML,use dual symbol GC-GM,or SC-SM. °PI plots below"A"line. I 60 ' For classification of fine-grained soils and fine-grained fraction -may 50 ref coarse-grained sells •mm \moo --- ; Equation ot of"A"P1-line '+J PI, I Horizontal at - t LL=25.5. W 40 r then PI=0.73(LL-20) `0 4. O Equation of"U"-line ,' .Z.° Z I Vertical at LL=16 to PI=7, G )- 30,_.. then PI=0.9(LL-8) /r U Icn ON ov 2c 6� < a i MH or OH '°L-- 4I-- `',Y,1 ML or OL n ' I I I 0 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT(LL) nr°rmit,-6/98 1lerracon _ ROCK CLASSIFICATION -- (Based on ASTM C-294) Sedimentary Rocks 1 Sedimentary rocks are stratified materials laid down by water or wind. The sediments may be composed of particles of pre-existing rocks derived by mechanical weathering, evaporation or by chemical or organic origin. The sediments are usually indurated by cementation or compaction. Chert Very fine-grained siliceous rock composed of micro-crystalline or crypto- crystalline quartz, chalcedony or opal. Chert is various colored, porous to dense, hard and has a conchoidal to splintery fracture. Claystone Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Soft massive; gray, black, brown, reddish or green and may contain carbonate minerals. Conglomerate Rock consisting of a considerable amount of rounded gravel, sand and cobbles with or without interstitial or cementing material. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other materials. Dolomite A fine-grained carbonate rock consisting of the mineral dolomite [CaMg (CO3)Z]. May contain noncarbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides. Reacts with hydrochloric acid (HCL). Limestone A fine-grained carbonate rock consisting of the mineral calcite (CaCo3). May contain noncarbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides. Reacts with hydrochloric acid (HCL). Sandstone Rock consisting of particles of sand with or without interstitial and cementing materials. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other material. Shale Fine-grained rock composed of, or derived by erosion of silts and clays or any rock containing clay. Shale is hard, platy, or fissile may be gray, black, reddish or green and may contain some carbonate minerals (calcareous shale). Siltstone Fine grained rock composed of, or derived by erosion of silts or rock 'g1 containing silt. Siltstones consist predominantly of silt sized particles (0.0625 ( to 0.002 mm in diameter) and are intermediate rocks between claystones and sandstones, may be gray, black, brown, reddish or green and may contain carbonate minerals. w.H lierracon 3x 9 uSa adga. �._AL At*It. Wet (to . BARGAIN AND SALE DEED , '~-.. KNOW ALL Ml?!BY THEM ntsstwrs,Thu I. MET= MMIRS. LLC, A Colorado Ltadted Liability Company whore alarm is 5099 VCR 11, Laattat. CO 10504 •Cmousy a( Weld and Slam of Colorado .for the consideration of COYSIOKRATIOM WIDER PITS ROM= ----- ...-_ -- dsllsn, in hand pail-hereby tell(s)and toasty(s)to unas gum SPORT'S. 1.1—C.. \ A Utah Lfrieed liability Company .• Mom kgal eddtets lS 9350 South 150 East Suite 1000. Sandy. WT 84070 . n. J. County of ,aed Stated Utah . the Mowing real property situate in the Casey of Weld • and Sate of Colorado,to wit One Hundred Sixty (160) shares of capital stock In T a Wegay Lethal Ditch Company; Fourteen (14) share, of capital stock in The Highland Lake Lateral. Ditch Company; Throe and one-half (3 1/2) shares of capital stock in The Highland Ditch Company; Twenty (20) units of Inter as allocated by The Martha-co Colorado Water Conservancy • District to land described on "Exhibit C. attached hereto. • • I ill ql tI flMIlit ill . 001 1 e1 2 R 10.00 D O00 Weld Canty CO also known by street sod number as with all its appurtenances. II 23rd March. 2001 li Sig. old delivered Nis dare( ,R)b i a lei 0 ,•ted Liability Company 1 -_ fmloadox_ tin Hoaluar ors. Manager ICn)en a, lets. Her STATE OF COLORADO, I County of 7toulder n. iThe foregoing instrument was acknowledged before me this 23rd day of March no 2001by William Prank Coshou,ers and Karen Eoshounere on nonagon of icyeconc Fetes, LLD, a Colorado Limited liability Company i My commisskeinea c )t 9• Z t , ,�iJD`I 'VI .59' .Witness aty hand ant official sea). I KELLEY M.ABERB;ATHy NOTARY PUBLIC t '`�'•4-ml)a\;s . \v/ LOR STATE OF COADO 7t •U.Pr+.•..• VVV Mn,tat.ate-)-aa. Wat.UM AMnf,lr rtraen.t,t..,r..., &din4NM1a.Y.wH W tl M.I0e...•..en loll,_l %,)u?-.o, 144 t tam was 0 s0 I SIN a 2 6( 2 R*OD 0 6.00 Weld comity CO i^ 63D NO: 173aswe E3CR=SIT ^A•' PARCEL I: TEAT PORTION OF SECTION 11, TOWNSEIP 3 NORTH, RANGE 68 NEST OF TEE 6TE P.M., WELD COUNTY, COLORADO, NOES PARTICULARLY =scram Al FOLLOWS: CORSON:EMIG T80 NEST LINE OF THE SOOTHWEST QUARTER OF SAID SECTION 11 AS HEARTHS NORTE 00.28'37• EAST ASO MITE ILL DEaRINOS CONTAINED EERSIN RBATIVE THERETO. CON NENCIWG AT TEE WEST QUAIL= CORNER OP SAID SECTION 11; TIERCE ALONG TEE WEST LINE OP MS NORTHWEST WROTE OP SAID SECTION 16; MORES 00'16'37• EAST, 367.75 nits TO TEE SO(TRERLY LINE Or TEE GREAT- WESTERN RAILWAY; THENCE ALONG SAID SOUTHERLY LINE. NORTE 75.44'30- EAST (RECORD N. 7S'SO' E), 93.10 PEST TO TOE TRUE POINT or SEOTMMIMG; THENCE OONTINRI2NO ALOMO SAID SOUTHERLY LINE, MORES 75'56.39• EAST. 2648.01 reel To TIE MOITH'90UTH CENTIRLIME OF HAT0 SECTION 11; TREECE ALONG SAID CEIFTERLINE, SOUSE 00.30'05' WEST 1709.30 FEET; THENCE LOUIS 89.29'55' EAST 672.74 FEET; EVINCE SOUTH 00.63'19' NEST, 794.32 PEET; THENCE TOUR 89.49'61' NEST, 300.00 ►ESTT TWICE NORTH 82'52'45' WEST, a2.76 FEET; TREECE NORTH 51'10'59• NEST, 2366.41 FEET; THENCE MORES 90.00'00• NEST. 1004.00 REST TO TER EAST2RLY LINE OF IMTLRSTATE Emma 25; THENCE ALONG SAID EASTERLY LINE NORTE 03'35'37' EAST (RECORD N. 02'49'30' E.), 450.00 PEST TO TEE TARE POINT Or 2EOI)UWINO. COUNTY OF WELD, STATE • OF COLORADO. PARCEL TIr TEAT PORTION or SECTION 21, TOW:KSMTP 3 NORTE, MANGE 6B WEST OP THE STU P.N. WAD COUNTY. COLORADO. MOTE OPATICVLARLY RSFOS FOLLOWS;OLLOWS CO CONSIDERING 00'22'31-DE Pax lIE al LINE OF TIE SONTRNOST QUARTER SAID SECTION 11 AEU MITE AFL BEARINGS CONTAINED SERE= m.CE A THE VEST ATIVE _o. SLINE OWAT NAT ETC THE NEST QUARTER CORNER OF SAID SECTION 11; QUARTER OP SAID SECTION 11, MOATS 00.26.37' EAST, 587.75 PEET TO THE SOOTEBSLI LIME or TNT GREAT WESTERN RAILWAY; THENCE ALONG SAID SOUTHERLY LIME. NORTH 75.56'39• EAST (RHCORO N. 75'50' E.), 93.10 TEST; TREECE ALONG TNT EASTERLY LIIIO �....,,, OP I1RSRSTAT5 EIONWAY 25. SOOTS 03.37'37' NEST, 450.00 ►EE2 To Tat TRUE POINT OF BEGINNING; ISEECE MOTE 90.00'00' REST 1004.00 FEET; THENCE SOOTS 31'10.59- BAST. 1384.41 FEET; THENCE 500171 00'52'30' WERT, 510.57 ►SET; TO TIE NORTHERLY LINE Or TEAT CERTAIN TRACT PLATTED AS A A2001013 SISIRTION IN TUE WELD COUNTY RECORDS; THENCE ALONG TUC NORTHERLY AND WESTERLY LINES OF SAID RECORDED EEENNTION THE FOLLOWINO YOUR (4) CORNETS AND DISTANCES; (1) SOOT* 69'33'46' NEST (RECORD N. 49'21'55' W.), 100.71 PERT; (2) 500111 56.42'25' WEST (RECORD N 55'37'52• E.). 472.45 FEET) (3) TORTE 00.53'32• WEST (RECORD S. 00.11'01^ E.), 44.70 FEET; (4) .. SOUTH 36.08'28' EAST (RECORD S. 37.13'O).- 5.). 200.70 FEET; THENCE ALONG TSE NORTHERLY LINES OF THO RATEEINA SUBDIVISION TEE FOLLOWING SIX (6) COURSES AMU DISTANCES; (1) NORTH 01°11'32' HEST, 394.61 FEET (2) NORTS 57'30'24' NEST, 429.00 PSET; (9) NORTH 46'57'37' WEST 1096.31 FEET; (4) NORTH 43.49'10' WEST, 1083.51 FEET/ (5) NORTH 22.30'04' WEST, 367.60 FEET) (6) FORTE 89'20'26' NEST, 50.00 PEET TO THE EASTERLY LINE OF IMEUUSTAYB HIGHWAY 25; THENCE ALONG SAID EASTERLY LINE THe FOLLOWING TWO (2) COURSES AND DISTANCES; (1) PARALLEL WIEN AND 50.00 PEET PSRPENOICUJNILY EAST Or TEE WHET trite OF TEE SOUTHWEST WARTED Or SAID SECTION 11, NOME 00'28'37' EAST 24.94 FEET; (2) NORTH 03.35'37' EASY (RECORD N. 02'69'30" E.). 283.35 FEET TO THE TRUE POINT OF BEGINNING, COUNTY OP WELD, ST or COLORADO. �.. Narratives Assessing the Impact of the Annexation: 1. Water: The Keystone Farm Annexation is located within the boundaries of the Little Thompson Water District and will be provided with water service by the Little Thompson Water District. The District currently has the capability to serve this Project with the existing infrastructure located next to the site. There is an existing 24" water transmission line located along the I-25 East Frontage Road which can be used for fife protection. There is an existing 12" water line in Weld County Road#34 that reduces to an 8" line as it extends easterly along the Road. Please see the Preliminary Utility Plan for details. The projected use is not determined at this time,but it is anticipated that the main use will be for public restrooms during racing events. When events are not being performed,the use will be minimal. 2. Sewer The Keystone Farm Annexation is located within the service boundaries of the Town of Mead for sewer service. There is currently no sewer facilities near the site. Based on future planning,the site may be served by either the Town of Mead or St. Vrain Sanitation District when lines and/or plants are installed. It is proposed to utilize a septic system for the sewer needs for this Project along with portable facilities during events. The effluent will be human waste only. 3. Natural Gas: Excel Energy is the natural gas provider for this project. 4. Electric: United Power is the electrical provider for this project. 5. Telephone: Qwest is the telephone provider for this project. 6. Streets: Access to the property is by I-25 and its east frontage road. Weld County Road#34 has an interchange with I-25. Weld County Road#34 parallels and is adjacent to the south line of property that is also owned by the Applicant which provides access from the County Road system. On-site access will be provided by a private road system that will meet the need of the projected traffic. 7. Drainage: Please see Conceptual Drainage Report dated May 14, 2001. 8. Law enforcement: Weld County Sheriff Department provides the law enforcement for this Project. During major events there may be a need for additional law enforcement. 9. Fire protection: The Mountain View Fire Protection District provides the fire protection for this Project. 10. Parks and recreation: This project will embrace the policies and goals of the Parks and Open Space section of the Mead Area Comprehensive Plan. Specifically, we intend to preserve natural features and to implement landscaped buffers to minimize the impact of noise. 11. Environmental considerations: Special attention will be paid to protecting existing conservation easements and wetlands. 12. Economic development potential: Please see Letter of Intent. P:\SAHARA\0140700\rt.ANNiNG\Impact.DOC /'1 Narratives Regarding Compatibility: 1. Street Master Plan: Access to the property is by I-25 and its east frontage road. Weld County Road #34 has an interchange with I-25. Weld County Road#34 parallels and is adjacent to the south line of property that is also owned by the Applicant which provides access from the County Road system. On-site access will be provided by a private road system that will meet the need of the projected traffic. 2. Subdivision Plan: This project is a recreational facility. We understand that the Subdivision Plan will not apply to this site. 3. Comprehensive Plan: This project will comply with the Mead Area Comprehensive Plan. 4. Land Use Code: This project will comply with the Land Use Code. 5. Existing and Adjacent Land Use: This project will be compatible with adjacent land uses. Adjacent land uses are primarily agricultural. All efforts will be made to buffer sound through planting and other appropriate means. P.SAHARA\D140700 PLANNINGYCOMPATIB.DOC r3/4 r• PARK ENGINEERINGLTANTS - CONSU r� CONCEPTUAL DRAINAGE REPORT KEYSTONE FARM ANNEXATION MEAD, COLORADO s^ 420 21st Ave. Suite 101 • Longmont, CO 80501 • (303) 651-6626 • FAX (303) 651-0331 E-mail dpark98@aol.com CONCEPTUAL DRAINAGE REPORT KEYSTONE FARM ANNEXATION MEAD,COLORADO Prepared for: DAVIS PARTNERSHIP P.C. ARCHITECTS 2301 BLAKE STREET, SUITE 100 DENVER, CO. 80205 303-861-8555 Prepared By: PARK ENGINEERING CONSULTANTS 420 21st Avenue Suite 101 Longmont, Colorado 80501 (303) 651-6626 May 14, 2001 PEC JOB # 325-1 "I hereby certify that this report (plan)for the drainage design of the Keystone Farm Annexation was prepared by me (or under my direct supervision) in accordance with the provisions of the Town of Mead Storm Drainage Criteria for the owners thereof" Registered Professional Engineer State of Colorado No. 16726 "•"' (Seal) INTRODUCTION In general,the proposed improvements for the Keystone Farm Annexation include grading, roadways, drainage facilities, and utility infrastructure for an automotive race track. This report describes the storm drainage design and conformance to applicable drainage criteria for the Annexation. See enclosed conceptual drainage plan. The drainage design concepts of this project are intended to be in alignment with the intentions, results,and conclusions outlined in the DRAFT DRAINAGE MASTER PLAN for the TOWN OF MEAD, completed by THE SEAR BROWN GROUP in FEBRUARY 1998 (hereafter referred to as the MEAD MASTER PLAN or MMP). In addition to the MEAD MASTER PLAN,the drainage criteria used for this project was the Town of Mead Storm Drainage Criteria,with references to the Urban Drainage and Flood Control District's Storm Drainage Criteria Manual. II. GENERAL LOCATION AND DESCRIPTION The Keystone Farm Annexation is located in Weld County, in Section 11, Township 3 North, Range 68 West of the 6th Principal Meridian. More specifically,the site is bounded by I-25 East Frontage Road on the West Side of the property, Raterink Subdivision on the south side, and by r•. the Great Western Railroad on the North. The project site area is outside of the MEAD MASTER PLAN, but culverts under I-25 release water just south of the site from the"North Creek Basin"and Basin 127 as described in the MEAD MASTER PLAN. III. TOPOGRAPHY The project site contains approximately 160 acres, slopes generally to the south and southeast at a slope of 2.5%. The site is irrigated agricultural land with a pivot sprinkler system. The site is basically void of trees with cultivated crop land over most of the area except near the southeast corner of the site which is non-agricultural lands with natural grasses. The surrounding property is mostly agricultural. IV. EXISTING DRAINAGE CONDITIONS The site is located within the St. Vrain River major drainage basin. The minor drainage basin is the extension of the North Creek basin which extends from the St. Vrain River westerly through Lake Thomas than under I-25 towards Mead. The site has three minor sub drainage basins that discharge a three separate points along the southerly property line near the North Creek channel. The North Creek channel runs through the Raterink Subdivision, which is south and adjacent to the site. There is off-site flows from the north of the Great Western Railway. The following describes the on-site basins. r^' Basin A: Basin A is the westerly 25.15 acres of the site. The existing flow patterns for this basin are southerly. The flows discharge at a point just east of the I-25 frontage road into an area that currently appears to be wetlands. From this area,the flows go through the open areas of the Raterink Subdivision to the North Creek channel. The historic flow rates for this basin are Q10 =- 11.3 cfs and Q100=34.6 cfs. Basin B: Basin B is the middle 85.62 acres of the site. The existing flow patterns for this basin are southerly. The flows discharge at a point near the southeast corner of the site just west of Lake Marie. The flows discharge south onto Lot 12 of the Ratemik Subdivision which channels the flows around the easterly than southerly lot lines back to the North Creek channel. The historic flow rates for this basin are Q10=21.4 cfs and Q l00 = 53.5 cfs. Basin C: Basin C is the east 49.23 acres of the site. The existing flow patterns for this basin are southerly. The flows discharge at a point near the southeast corner of the site north of Lake Marie. The flows discharge south towards Lake Marie. The historic flow rates for this basin are Q10= 15.4 cfs and Q100=54.2 cfs. e• -, Off-Site Flows: Off-site flows from north of the railroad appear to be intercepted by the railroad bed and directed east and west around the site. There is an existing irrigation culvert under the railroad that could allow some flows to enter the site. Further analysis of the off-site conditions will be made with the Preliminary Drainage Report. V. DRAINAGE FACILITY DESIGN In the following paragraphs will be discussed the proposed drainage concepts for the developed conditions of the Keystone Farm Annexation. Supporting calculations and design criteria are contained in the appendix of this report. A. Overall Drainage Concepts In general, on-site runoff will have the same flow patterns as historic. The site improvements are minimal with the construction of a race track and associated facilities. It is anticipated that storm water will continue to overland flow with the use of culverts and open channels as needed to convey the storm water flows to their historic discharge points B. Developed Flow Rates The developed conditions for the sub basins are essentially identical to the historic drainage conditions. Historic flow patterns will remain unchanged as no significant grading or channelization is planned. The calculated developed flow rates for the sub basins are as follows: Basin A: Q10=24.2 cfs; Q100=68.7 cfs. Basin B: Q10=65.9 cfs; Q100= 180.9 cfs. Basin C: Q10=45.7 cfs; Q100= 136.0 cfs. C. Runoff to Detention Area In accordance with the Town of Mead Drainage Criteria, on-site runoff from the developed site during a 100-year event must be detained and released at no more than the historic 10-year rate. However, because this site is outside the current master planned area,historic release rates may be appropriate. Detention calculations have not been included at this time, but ample space is available for whatever pond requirements will be required for the site. Ponding will occur at the natural low spots for the drainage basins. D. BMPs and Water Quality It will be important to manage the water quality for this site by the use of approved methods to minimize the potential for contaminants entering into the drainage ways. Erosion protection will be provided for permanent structures and new grading. Temporary measures will be provided during construction. VI. CONCLUSIONS The drainage concepts for this project are consistent with current policies and practices for storm drainage management and are in accord with the Town of Mead. Storm water runoff will be release from the site at historic or below historic levels as determined by the Town. No down stream off-site impact should be experienced due to this Project. APPENDIX A MEAD RACE TRACK JOB# -325-1 ARK ENGINEERING CONSULTANTS f r--- _- — — -IHistoric & Developed Runoff — — PROJECT: MEAD RACE TRACK Calculated by: JGJ — Job#: 325-1 _ Date:_ 14-May-01 BASINA HISTORIC RUNOFF AREA= 25.15 ACRES _ S" 2.8 % }--_- C2= 0.05 C5= r 0.15 C10= 0.25 C100= 0.50 Q=CIA - - Tc=> 56.98 MN 4 _ 12= 1.20 IN/HR 15= 1.50 IN/FIR I10= 1.80 IN/HR 1100= 2.75 IN/HR - ...r ____- Q2=CIA=> 1.5 CFS - 4 Q5=CIA=> 5.7 CFS -- - _ Q10=CIA=> 11.3 CFS Q100=CIA=> 34.6 CFS _ DEVELOPED RUNOFF AREA= 25.15 ACRES S- 3.5 % C2= 0,15 C5= 0.25 CIO= 0.35 C100= 0.65 — Q=CIA Tc=> 30.00 MIN 12= 1.60 1N/HR 15= 2.25 IN/f R . 110= 2.75 IN/HR I100= 4.20 1N/HR Q2=CIA=> 6.0 CFS Q5=CIA_> 14.1 CFS - Q10=CIA=> 24.2 CFS Q100=CIA=> 68.7 CFS 5/14/01 DV2 3251 RUNOFF.xls MEAD RACE TRACK JOB# -325-1 1...-"-RK ENGINEERING CONSULTANTS Historic & Developed Runoff PROJECT: 'MEAD RACE TRACK Calculated by: JGJ Job#: 325-1 Date: 14-May-01 BASINB: HISTORIC RUNOFF AREA= 85.62 ACRES S-- 2.8 C2= 0.05 C5= 0.15 CIO= 0.25 CIOO= 0.50 Q=CIA Tc=> 106.00 MIN 12= 0.40 IN/HR I5= 0.80 IN/EIR 110= 1.00 _ IN/HR I100= 1.25 IN/HR t Q2=CIA=> 1.7 CFS Q5=CIA=> 10.3 CFS QIO=CIA=> 21.4 CFS Q100=CIA=> 53.5 CFS DEVELOPED RUNOFF AREA= 85.62 ACRES S— 3.5 C2= 0.15 C5= _ 0.25 CIO= 0.35 C100= 0.65 Q=CIA Tc=> 47.00 MIN 12= 1.25 IN/HR I5= 1.60 IN/HR I10= 2.20 INlHR I100= 3.25 IN/HR _ Q2=CIA=> 16.1 CFS Q5=CIA=> 34.2 CFS _ QIO=CIA=> 65.9 CFS Q100=CIA=> 180.9 CFS 5/14/01 BASIN 8 3251RUNOFF.xls MEAD RACE TRACK JOB# -325-1 '^\RK ENGINEERING CONSULTANTS Historic & Developed Runoff PROJECT: MEAD RACE TRACK Calculated by: JGJ Job#: 325-1 Date: 14-May-01 BASIN C: HISTORIC RUNOFF AREA= 49.23 ACRES S- 2.8 C2= 0.05 C5= 0.15 C10= 0.25 C100= 0.50 Q—CIA Tc=> 79.00 MIN 12= 0.80 IN/HR 15= 1.10 IN/HR 110= 1.25 IN/FRt I100= 2.20 IN/HR Q2=CIA=> 2.0 CFS Q5=CIA=> 8.1 CFS Q10=CIA=> 15.4 CFS QI00=CIA=> 54.2 CFS DEVELOPED RUNOFF AREA= 49.23 ACRES S-- _ 3.5 C2= 0.15 C5= 0.25 CIO= 0.35 C100= 0.65 Q=CIA Tc=> 32.00 MIN 12= 1.60 IN/HR 15= 2.20 IN/HR II 0= 2.65 IN/KR 1100= 4.25 IN/HR Q2=CIA=> 11.8 CFS -Q5=CIA=> 27.1 CFS Q10=CIA=> 45.7 CFS Q100=CIA=> 136.0 CFS -- 5/14101 BASIN C 3251RUNOFF.ids Exhibit A PARCEL I: THAT PORTION OF SECTION 11,TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11 AS BEARING NORTH 00°28'37" EAST AND WITH ALL THE BEARINGS CONTAINED HEREIN RELATIVE THERETO. COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 11; THENCE ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 11; NORTH 00°28'37" EAST, 587.75 FEET TO THE SOUTHERLY LINE OF THE GREAT WESTERN RAILWAY; THENCE ALONG SAID SOUTHERLY LINE, NORTH 75°56'39" EAST (RECORD N. 75°50' E), 93.10 FEET TO THE TRUE POINT OF BEGINNING:THENCE CONTINUING ALONG SAID SOUTHERLY LINE, NORTH 75°56'39" EAST, 2648.61 FEET TO THE NORTH-SOUTH CENTERLINE OF SAID SECTION 11;THENCE ALONG SAID CENTERLINE, SOUTH 00°30'05"WEST 1789.30 FEET:THENCE SOUTH 89°29'55" EAST, 672.74 FEET;THENCE SOUTH 00°43'19"WEST, 794.32 FEET; THENCE NORTH 89°49'41"WEST, 300.00 FEET;THENCE NORTH 88°58'45"WEST, 82.76 FEET; THENCE NORTH 51°10'59"WEST, 2384.41 FEET;THENCE NORTH 90°00'00"WEST, 1004.00 FEET TO THE EASTERLY LINE OF INTERSTATE HIGHWAY 25;THENCE ALONG SAID EASTERLY LINE NORTH 03°35'37" EAST(RECORD N.02°49'30" E.),450.00 FEET TO THE TRUE POINT OF BEGINNING. COUNTY OF WELD, STATE OF COLORADO. PARCEL II: THAT PORTION OF SECTION 11, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M. WELD COUNTY, COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11 AS BEARING NORTH 00°28'37" EAST AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 11; THENCE ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 11, NORTH 00°28'37" EAST, 587.75 FEET TO THE SOUTHERLY LINE OF THE GREAT WESTERN RAILWAY; THENCE ALONG SAID SOUTHERLY LINE, NORTH 75°56'39" EAST (RECORD N. 75°50' E.), 93.10 FEET; THENCE ALONG THE EASTERLY LINE OF INTERSTATE HIGHWAY 25, SOUTH 03°35'37" WEST 450.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 90°00'00" EAST 1004.00 FEET; THENCE SOUTH 51°10'59" EAST, 2384.41 FEET; THENCE SOUTH 00°52'30" WEST, 510.57 FEET; TO THE NORTHERLY LINE OF THAT CERTAIN TRACT PLATTED AS A RECORDED EXEMPTION IN THE WELD COUNTY RECORDS;THENCE ALONG THE NORTHERLY AND WESTERLY LINES OF SAID RECORDED EXEMPTION THE FOLLOWING FOUR (4) COURSES AND DISTANCES; (1) SOUTH 89°33'46"WEST (RECORD N. 89°22'55"W.), 100.71 FEET; (2) SOUTH 56°42'25"WEST (RECORD N 55°37'52" E.),472.45 FEET; (3) SOUTH 00°53'32"WEST (RECORDS. 00°11'01" E.), 44.70 FEET; (4) SOUTH 36°08'28" EAST (RECORD S. 37°13'01" E.), 200.70 FEET; THENCE ALONG THE NORTHERLY LINES OF THE RATERINK SUBDIVISION THE FOLLOWING SIX (6) COURSES AND DISTANCES; (1) NORTH 81°18'32"WEST, 394.61 FEET (2) NORTH 57°30'28"WEST, 429.00FEET; (3) NORTH 46°57'37" WEST 1096.31 FEET; (4) NORTH 43°49'10"WEST, 1083.51 FEET; (5) NORTH 22°30'04"WEST, 367.60 FEET; (6) NORTH 89°20'28"WEST, 50.00 FEETTO THE EASTERLY LINE OF INTERSTATE HIGHWAY 25; THENCE ALONG SAID EASTERLY LINE THE FOLLOWING TWO (2) COURSES AND DISTANCES; (1) PARALLEL WITH AND 50.00 FEET PERPENDICULARLY EAST OF THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11, NORTH 00°28'37" y ` EAST 28.94 FEET; (2) NORTH 03°35'37" EAST (RECORD N. 02°49'30" E.), 283.35 FEET TO THE TRUE POINT OF BEGINNING, COUNTY OF WELD, STATE OF COLORADO. CONTAINING AN AREA OF 100.039 ACRES MORE OR LESS. "'g"' KEYSTONE FARM ANNEXATION — — LEGEND Ns IRON PPE n n-I/I' ONNPIPE <.° AIOIS"� ® rowN OF MEAD LIMITS n"as')Ls °42 �� TO THE TOWN OF MEAD ANNEXATION BOUNDARY •UYD 140.4 NLB.R A PART OF SECTION 11, T.3N., R.68W. OF THE 8TH P.M. ' ""`° LS1"B' COUNTY OF WELD, STATE OF COLORADO AR TRACKS ' - 5644UNPIATT ED jy� CERTIFICATE OF OWNERSHIP: 137 PA. KNOW ALL MEN BY THESE PRESENTS, THAT MILLER MOTOR SPORTS PARE, LLC. BEING M- Z��1' $ zm THE DINNER OF THE LAM)DESCRIBED HEREON HAS CAUSED SAID LAND IO BE ANNEXED 3.000' 58 39 a UNDER THE NAME OF KEYSTONE FARMS ANNEXATION. 14 Z o 33 CONTGUITI': MILLER MOTOR SPORTS PARK. LLC n - )$ TOTAL PERIMETER OF THIS ANNEXATION 11000.17 FEET m 1/6TH TOTAL PERIMETER OF THIS ANNEXATION 1966.70 FEET BY. PERIMETER CONTIGUOUS TO THE TOWN OF MEAD 4183 32 FEET c R EXECUTED THIS DAY OF R TOTAL AREA BEING ANNEXED. 160.00 ACRES. MORE OR LESS STATE OF ) ) SS ` COUNTY OF ) PARCEL I TOWN OF MEAD CERTIFICATION OF APPROVAL: FOLLOWING INSTRINENT WAS ACKNOWLEDGED BEFORE LIE THIS DAY OF . 2001. AREA = B0.00 ACRES YORE M LESS g THIS MAP IS TO BE KNOWN AS "KEYSTONE FARMS AMIE MAT I ON" TO THE TOWN OF MEAD, AND A IS APPROVED AND ACCEPTED FOR ANNEXATION TO THE TWIN OF MEAD, 3,17(COµµI SST ESP INLS NOTARY PV&.IC g COUNTY OF MELD. STATE OF COLORADO. BY ORDINANCE N0. PASSED MO ADOPTED $ AT THE REGULAR MEETING OF THE BOARD OF TRUSTEES OF MEAD. COLORADO. MELD ON 00' W 1004.00' THE __- DAY OF . AD. 2001. NS Fl LEGAL DESCRIPTION KEYSTONE FARMS ANNEXATION: (PROMDCD BY COLORADO TPLE A ESCROW COMMIMENI NUMBER 17505401 , TOWN CLERK N. PARCEL L. THAT PORTION OF SECTION 1I TOWNSHIP 3 NORTH. RANGE 613 WEST OF THE 6TH P M., WELD COUNTY,COLORADO. MORE PARTICULARLY DESCRIBED AS FOLLOWS, CONSIDERING THE WEST \ ALL OF THE SOUTHWEST QUARTER OF SAID SECTION II AS BEARING NORTH 00'28'37"EAST AND WITH THE BEARINGS CONTAINED HEREIN RELATVE THERETO. COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION II; THENCE ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION IT; NORTH 002837' EAST, 587.75 FEET TO THE SOUTHERLY \ _ — LINE OF THE GREAT WESTERN RAILWAY; 93.10 0CF ALONG HAIR UE PORT OF B NORTH 75'56'39' EAST (RECORD N. 75'50 E). RHEFEET O THE TRUE POINT BEGINNING:ill j THENCE CONTINUING ALONG SAID SOUTHERLY LINE, NORTH 7$56'39' EAST. 2646.61 FEET TO THE NORTH-SOUTH CENTERLINE OF SAID SECTION IT: THENCE ALONG SAID CENTERLINE. SOUTH 00'3005' WEST 1789 30 FEET: THENCE SOUTH 69'2955 3 EAST. 67 ]4 FEET; THENCE 32 SOUTH 00'4}'19' WEST. 794.32 FEET: THENCE NORTH 89'69'41"WEST, 300.00 FEET; THENCE NORTH 00'38'45'WEST, 82.]6 FEET: THENCE NORTH 51'10'59"WEST, 2384.41 FEET; 4, THENCE NORTH 90'0001)WEST, 1004.00 FEET TO THE EASTERLY LINE OF INTERSTATE N HIGHWAY 25; THENCE ALONG SAID EASTERLY LINE NORTH 03'353]" EAST (RECORD N. 02'4930" E.) 45000 FEET TO THE TRUE POINT OF BEGINNING. COUNTY OF WELD, STATE S 89'29'55' E 872.74• OF COLORADO- TIFouM 108X01 NEOM TRENT) PARCEL II> 0100 THAT PORTION OF SECTION 1I, TOWNSHIP 3 NORTH. RANGE 68 WEST OF THE 6TH P.M. WELD COUNTY, COLORADO. MORE PARTICUL RLY DESCRIBED AS OLLOWS'. CONSIDERING LHE WEST PARCELR ?I - ow la LINE OF THE SOUTHWEST QUARTER OF SAID SECTION II AS BEARING NORTH 0028'37" EAST N AND WITH ALL BEARINGS CONTAINED HEREIN RELATN/E THERETO, COMMENCING Al THE WEST AREA - 80.00 ACRES 9' N1 W c SCALE: 14 = 200' QUARTER CORNER OF SAD SECTION I1; THENCE ALONG THE WEST LINE OF THE NORTHWEST uoRF q+TICS \ 81 1 4 F _ QUARTER OF HE SAID SECTION WST 1. NORTH 0018'37" SAID S FEET TO THE SOUTHERLY m LINE OF THE GREAT WESTERN RAILWAY: THENCE ALONG SAO SOUTHERLY LINE. NORTH 44 n p OFIN 39' EAST (RECORD N. 75'50' E.), 93.10 FEET; THENCE ALONG THE EASTERLY LINE o i. o^ OF INTERSTATE IOTWAY 25, SOUTH 03'35'3]'WEST 450.00 FEET TO THE TRUE POINT OF 'Z 7 BEGINNING THENCE SOUTH 90"0804 EAST 1004.00 FEET. THENCE SOUTH 51'10'59'EAST, 7 LHJ., .5 ' 2X84.41 BET, THENCE SOUTH 00'52'30 EST. 51057 FEET TO THE NORTHERLY LINE OF A(,�ti�, � 2, T AT CERTAIN TRACT PLATTED AS A RECORDED EXEMPTION IN THE WELD COUNTY RECORDS. THENCE ALONG THE NCWHERLY AND WESTERLY LINES OF SAID RECORDED EXEMPTION THE A'O-O 1'5. \)-16 M FOLLOWING FOUR (4) COURSES AND DISTANCES( (1) SOUTH 139'33'46'WEST (RECORD N. r 045 69'22'55 W). 100.71 FEET: (2) SOUTH 5442'25" WEST (RECORD N 55'37'52 ET. t CO 47245 FEET. (3) SOUTH 00'5Tlz WEST (RECORD S. 0011'01" E), 44.70 FEET. (4) 0� 04.1/ - in SOUTH 36'08213 EAST (RECORD S. 3713'01' E.), 200.70 FEET: THENCE ALONG THE �. l} Q NORTHERLY LINES OF THE RATERINK SUBDIVISION THE FOLLOWING SIX (6) COURSES AND FOuuD NO.5 NEaw r0UN0 N0. 4 RES•R DISTANCES, (I) NORTH 0718'32' WEST, 394.61 FEET (2) NORTH 9 10'WE WEST, 429.00 I QP LS um PP s/PLAFK ow FEED, (3) NORTH 46'5]'37'WEST 1096]1 FEET: (e) NORTH 43'49'10'WEST. 1083.51 • Ls 6716 Ls 6R2 FEET, CS) NORTH 223004"WEST, 367.60 FEET. (6) NORTH 09'20'28"WEST. 5000 FEET 7O! (r�O IYN 1,0 Caa) FOUxO u0.♦ TO THE EASTERLY LINE OF INTERSTATE HIGHWAY 25; THENCE ALONG SAID EASTERLY LINE J RESIN w/P45nc 39 — — THE FOLLOWING TWO (2) COURSES AND DISTANCES: (I) PARALLEL WITH ANC) 50.00 FEET GP LS 6971 t xD N0.• RAR PERPENDICULARLY EAST Cr THE WEST LINE OF THE SOUTHWEST OUARTER OF SAD SECTION I1. N 88'48'41' W /PPV.41c wRE NORTH 0020'37" EAST 26.94 FEET. (2) NORTH 03"3537 EAST (RECORD N. 02'49'30 E.). \ 3� LW a9>1 UNPLATTEO 263.35 FEET TO THE TRUE POINT OF BEGINNING, COUNTY OF WELO. STATE OF COLORADO. HARRIS \ qc �I 3 NEC NO 253503 3/6/97 SAID DESCRIBED PARCELS OF LAND CONTAINS 160.00 ACRES ?ACRE OR LESS AND IS SUBJECT y0 ,T b A N 88.58••5 W TO ANY RIGHTS-OF-WAY OR OTHER EASEMENTS AS GRANTED OR RESERVED BY INSTRUMENTS / 82.75' OF RECORD OR AS NOW EXISTING ON SAID DESCRIBED PARCELS OF LAND. 0,9 dino aNOTES: u /.y,W q BEARINGS ARE BASED ON THE ASSUMPTION 00'2 THAT THE WEST LINE OF THE \ 59 es SOUTHWEST UMENT 1/4 N SECTION BEARS N 00'28'3]' E. BETWEEN THE FOUND "M1• GI MONUMENTS SHOWN AND DESCRIBED HEREON. 2) ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL \ /O/ REOW No CAP) FMAD No r ND uOL• RL IS 6 7 ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS a' LI POTo P AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION (I 'WV of FORT CBRufR1 BASED UPON ANY DEFECT BE COMMENCED MORE THAN TEN YEARS FROM THE I S 89'37'45 W DATE OF THE CERTIFICATION SHOWN HEREON. RECORDER'S CERTIFICATE: \ FOUND No. •REGAL 100.71' /PLASTIC CAP '1L 3) THIS SURAT DOES NOT CONSTITUTE A TITLE SEARCH BY EASTLAKE SURSEYUN0 THIS ANNEXATION MAP HAS FILED FOR RECOR IN D 1st OFFICE Or THE . (ILLEGIBLE) '(. 373 COMPANY TO DETERMINE OWNERSHIP OF THIS TRACT OR TO VERIFY THE Q• DESCRIPTION SHOWN HEREON, OR THE COMPAPBILI TY OF THIS DESCRIPTION COUNTY CLERK AND RECORDER OF WELD COUNTY AT O'CLOCK_M) \ if, i ND x0.•REIN Q' WITH THAT OF ADJACENT TRACTS, OR EASEMENTS OF RECORD. ON THE TAY OF M —,_. A.p_ 2Wt ILL 'Sp„ • s�eei c°= $ S (IRSS']9' w 41 TH9 ANNEXATION IMP IS ROT A LAND SURVEY RAT OR IMPROVEMENT NOOK_ , PAGE . RC EPTIO.0 IMPACT REPORT MAP itMONDI R0NPE Ii KEYSTONE FARM ANNEXATION ./2_./] CAP I^(LOOSE)L5 W;fi2 TO THE TOWN OF MEAD %� 0 rWa5NNo C4 91068,.682 A PART OF SECTION 11, T.3N., R.66W. OF THE 6TH P.M. „•6.624 E 17mI COUNTY OF WELD, STATE OF COLORADO Slip ACIIS UNPLATTED _ - _- m LEGAL DESCRIPTION D 26A6.61 p < 2 PARCEL I 5.56'39 g "w j 44 L • THAT PORTION OF SECTION 1I TOWNSHIP 3 NORTH. RANGE 88 WEST OF THE 6TH P.M.. WELD N I. N COUNTY COLORADO MORE PARTICULARLY DESCRIBED AS FOLLOWS CONSIDERING THE WEST Z O,^, E v \., I " LINE OF THE SOUTHWEST QUARTER IOFN SAID 11 AS BRAKING NORTH 00'28'37'FIST D °' 4 . L+ �4 , AND TER AU. THE BEARINGS CONTAINED HEREIN RELATIVEA THERETO. COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION I1 THENCE ALONG THE WEST LINE OF THE NORTHWEST 4, L�{ \T �l LLIINERTER OF SAID OF THE GREAT ECTION II.WESTERN RAILWAY. THENCE 3 ALONG EAST. 587 J 75 FEET SOUTHERLY O THE LNE. SOUTHERLY NORTH .I •! 1{ l ':--.C.1 /i-.1-''-' 755839' EAST (RECORD N 75'50 E). 93.10 FEET TO THE TRUE POINT OF BEGINNING'. IC q.- 11 r, 7 '' k5 j THENCE CONTINUING ALONG SAID SOUTHERLY LINE, NORTH 75'5639' EAST, 264861 FEET / „ '�, v N ;u F Ec < TO THE NORTH-SOUTH CENTERLINE OF SAID SECTION 11: THENCE ALONG SAID CENTERLINE. 1 / 1 3- . ' F SOUTH 00'3005 WEST 1789.30 FEET. THENCE SOUTH 89'2955 EAST 672.74 FEET; THENCE IRA'S E} k SOUTH 00143'19" WEST, 794.32 FEET: THENCE NORTH 89'4941' WEST, 300.00 FEET: THENCE NORTH 88'58'45' WEST 8776 FEET. THENCE NORTH 51'1059' WEST. 238441 FEET: PAR I g0 .S`�'4>��7-.7 THENCE NORTH 90'00'00" WE51, 1004.00 FEET TO THE EASTERLY LINE OF INTERSTATE / 1 9 HIGHWAY 25; THENCE ALONG Sao EASTERLY LINE NORTH 0335'37" EAST (RECORD N AREA 80.00 ACRES . 0749 30' E.j 45000 FEET TO THE TRUE POINT OF BEGINNING. COUNTY OF WELD. STATE POE OR LESS N I +,. OF COLORADO. 905HNfR5 a 4 / �W �. SEC xo 1.22596 b \ M PARCEL II, I/10/25 a THAI PORTION OF SECTION 11. TOWNSHIP 3 NORTH. RANGE 68 WEST OF THE 6TH P.M. WELD 1 1004 00' q E,`B ' COUNTY, COLORADO MORE PARTICULARLY DESCRIBED AS FOLLOWS CONSIDERING THE WEST PI I.• 1 \� ._ LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11 AS BEARING NORTH 00'28'37" EAST 1 AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. COMMENCING AT THE WESTold QUARTER CORNER OF SAID SECTION I I THENCE ALONG 1HE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION I1, NORTH 00'28'37' EAST. 587.75 FEET TO THE SOUTHERLY ( 6*' LINE OF THE GREAT WESTERN RAILWAY, THENCE ALONG SAID SOUTHERLY LINE, NORTH pd �•.., USA---a .r;-5.= 75'5639' EAST (RECORD N. 7550' E.). 93.10 FEET; THENCE ALONG THE EASTERLY LINE OF INTERSTATE HIGHWAY 25. SOUTH 03'35'37" WEST 450.00 FEET TO THE TRUE POINT OF AGRICUDUSTING ' ' 'va °.a S _ T BEGINNING; THENCE SOUTH 90'00'00' EAST 1004.D0 FEET; THENCE SOUTH 51'10'59' EAST, ( Y` A THAT FEET. L SOUTH 0A C WEST. EMPTIO FEET: TEL NORTHERLY CORECORDS CIOE OF THAT CERTAIN TRACT PLATTED AS A RECORDED EXEMPTION IN THE WEED COUNTY IONTH , PROPOSED USE THENCE ALONG THE NORTHERLY AND WESTERLY LINES OF SAID RECORDED EXEMPTION THE RACE TRACK ' 1�1 jF \ FOLLOWING FOUR (4) COURSES AND DISTANCES: (1) SOUTH 89'33 NB WEST (RECORD N. (((jjj / / ; 89'22'55'W.). 10071 FEET; (2) SOUTH 56'62'25' WEST (RECORD N 55'37'52" E.), ' ( y , 472 45 FEET. (3) SOUTH CO 52 WEST 13' SRE F, 2 S. 00'11'01'OI' E N 44.70 FEET, (4) / '. X• _ SOUTH 7 3 EAST (RECORD 3. 3713'01 EC, D S. FELT- THENCE.70 FE THE ; ] NORTHERLY LINES OF THE RATERINN SUBDIWSION THE FOLLOWING SIX (6) COURSES AND 3 1-39 1 } L.. DISTANCES: (I) NORTH 81"18'32 WEST. 394.61 FEET (2) NORTH 57'3028 WEST. 429.00 FEET, (3) NORTH 46'57'37" WEST 1096.31 FEET; (4) NORTH 43'49'10" WEST. 1083.5T FEET: (5) NORTH 22'30'04' WEST, 367.60 FEET; (6) NORTH 89'20'28" WEST, 50 00 FEET VICINITY MAP 70 THE EASTERLY LINE OF INTERSTATE HIGHWAY 25: THENCE ALONG SAID EASTERLY LINE THE FOLLOWING TWO (2) COURSES AND DISTANCES: (1) PARALLEL WITH AND 50.00 FEET JO. S 139'29'55' E 672.74' SCALE: 10 = 24000' PERPENDICULARLY EAST OF THE WEST LINE OF THE SOUTHWEST OUARTER OF SAID SECTION I I, Sy FOUND NO.4 rovxM vo. • , NORTH 00'20'37' EAST 2894 FEET: (2) NORTH 03'35'37' EAST (RECORD N. 0749'30" E.). 4 tEBw Mao(RENT romR No(SE • 283.35 FEET TO THE TRUE POINT OF BEGINNING, COUNTY OF WELD, STATE OF COLORADO l� RESET'MiH N].5 REB•PS PARCEL II .k'N. ./f PLASTIC CAPS LS 18.15 mn CONTAINING AN AREA OF 160.0 ACRES MORE OR LESS. ..I a 2 AREA a 80.00 ACRES CIO n a _ MORE OR LESS I7" W F - - l; n 5 `; ,c2,-',-, BOSHW'AERS 4i.$ 3 J o ^ D EC No 1422395 e lyti,�,�, � m 0 `(QCo,PA �I" F OWNER: Ir oo°Ry $ N LARRY MILLER /T, G�1/�)y N 200' 0 200' ap0 MILLER MOTOR SPORTS, L.L.C. '{��V '�f--QQ A UTAH LIMITED LIABILITY COMPANY /T_ =d PO v0. 5 REBW FOUND NO.4'MBAR `9L. /g1A4wu CAP /Fume co 9350 SOUTH 150 EAST, SUITE 1000 FORM)NO 4 LS 0718 /LS 602 SCALE: 1' = 2DD'' SANDY, UTAH 84070 J �90 RUMP(N0 CAP) 1 mom p 39 7fi /Q S PEW./PLASTIC co L$8971 .C W ./RLA NO..REB•R N 89'49'41' -/PRAST.C CRP 300.00' IS 6'I UNPLATTED APPLICANT: HARRIS it, 3' RES x0 2536503 3/6/97 'AFC. 0. KENO THOMAS C. MAYBE HON 'O ID N 6859'45' W CBEEB 54501.II 18/96 '1 1E2 17 RREC NO 265450. II/18/96/96 SAHARA INC. 00,5 S� G N 62'76' 801 NORTH 500 REST. SUITE 300 B 0 b WEST BOUNTIFUL. UTAH 84087 ID 801-298-7727 9 V7 B 2G7 6 FOUND NO CAP) FOUNT NO 4 RER.R '� ( iF1A58c c01 LS 6971 ( FT WEST OF FENCE CORNER) ' FOUND 6n 4 RUMOR ll S 89'33 46' W _ .N _a 100.71' :YSTONE FARM ANNEXATION CONGERS RAMO1IP1 --_ TO THE TOWN OF MEAD D avis S STATE .C.mrYdorm.M )F SECTION 11, T. R. OF THE 6TH P.M. �m,,,M„N mYN,yl ff.oEmm,X .,a�d�Inia%w dCout.cmmt.ramatm. COUNTY OF WELD, STATE OF COLORADO mM.d NCant No mPdb ,A Pm my.YM.I AMw m Ebm Partnci shipArchit= --� ; , /�" ' _i \ TMT P TlON OF MTN.N.TOM49MP$NORTH,MANGE el WEST Cr T1EM I PA.WELD CONY.COLORADO.MGM ....... " PMIIOIIMLLYOFp9mEO NPoYIME' --.. r. MMIm]E4 NEWEST LIE C.F At BOYIMWEZTTO M OF SEG NM IIM fllir ENTNtWTIframe BEARINGS _1b�1[Y,NpO ' eicestete ice.. - - !\ __- .. _-_ ii:THEME ALONG TIEWFIT MORIINEBTCOMOEI OF YDNmCM 1EREtts.COMMON AT THE TN]MTHC TPWT.METJC TO MARS ANISl]Ilf d WM GORIER OP_ .�T' -"'-' i- ••�-MI DADOIIOliLY Lit OF TIEm ATYRITOW RALYMr:TIMYNDTo E1m.OFTRDAT UN NORM AVOW WT _ ' _-.tt- .!-� _ ".-. -- ,-' - 1 It TRAM m10 RAT lOTIE,RIEPoNTOFYFSMMMLTIYCE WMIm1ImONDIm MOsoimo.rIK MATH Clot /` __ ." -'- MT.MIUII FarroTIM INMOwWM CORIRUtOP mm NCTIOM W:TLTdRNOMG IwOMTeLLR RO MPOST mmt + . .. CONCRETE Mr ......../..........* gee MST �yp�M, '/'/ ' / ' - - ate- �IN TION UICM - MmISOWA1MlOFElT:l1E1t ITSI1Mm'bm'FAET.M.HIEEf;'511MACE 90UMm'h Sl IT .INLR₹T,TRACE fA0lml0010100)rAOmNM -" xaLlMmWt•'EAST 30100 FEET MpONNMIP WEIN MT TBCE MORIMIYIOMNETiT.9NI11EFT: �A- ,/ -- \ Emory WO ORll,WNW EAST fl It.m' EL FEAT TO THE IEOW FEET E TRUE POINTgnomon OFE[9I FI COThem AWNS UNTY OF MLW 11m PO= LLDIW -. . i WDLETATEOWWWOO. LMOL MO . .". - / MRCS L TNIII / __- MRREINLLLANOOOIG -._ ^_`..'/ TINT PORTON OF=DON it TOWMNOP S NORM.MWEmYEST OFTIEEm PA MD COUNTY.T.WICMD.WIE ®LYf.1Y/wT1E1M �C . •_- / PARDPAXILYN'NP®NFOODWA MIKA ZOMBI ..__�- ^ MAR EmlenmT �, .•.� -AARC'H.�.`. -.. /f UNOFROCWCJ ALLLWN6LC Df1AThE" EW flIQ�tt IE 11 A @Emilia SORTS WNW'S aFLTCJRI�M'l �LUMNVIWON M1! IID. �t'. __ DIICENDWATIERRTLIEOFTIE NpfINMFCAVATE OFSMO EmCM T.MTMIIIWIR Eat WAS META)THE 1ST NY£NTON SUBNTN 05/14/01 __ i fl EpTERLYIDEOFTA GREMMNERM RALEEY.TIOM MONIrD IOUTILFLytic NOMM T'MIEINIREIOION i _ \ REM E}N1018T;TTpIOE.Y.ON9lit'Or LrIKOFM6ENTISIlEEF E.iUM m'WRRw!•1l1PTONEfro TIE TEEN,MOFEWFLE4 T5ICL SCUMm'tw FAST MOUSMiT TIBNILSOW,MISEY FNS.INIA1 T@T: _ y_.."/..�♦`. TICS ROMtMIPMT.'1W SET;TOME NORTH jlit OP TWO PSTNITRACT WATT®N AIBCIE® E:EMMA MINS WED COINSYRCCMDR TIO MK M NEAIO lRMERLYACN91BLLYLSOO SPOR6 ®YW0 - IDEPTCNTE FOLORLYFNE(6 COMES NODWAN ER DI IWTM WARD A3TMORD N YYFCW.41NI FinOMOM War men pIOEIDMN'!iC WERE FEET:10UWTN m4TW vowLNCOIO trifle Di,MT N TH- >.-j - E,l9 ENMlEV ' LannyTPDOORD LN9 'EA NEE FEER;TIs LTNAMt NE - \.- �� ♦� \ NOMELYILeOK lWERRASMCNIC lit ONFOLLMOPS i mcoI11la NNTNIL®CC :SO WADI m'l rrwer. y1" MASI FEET(14MORMEI'FS WEST,QMOERMANORmMEFW'WBTIEEJI FEET:N ERMAHANPWFES. 1EM�RIO NSi 24ssY TRACE M AN D C WI6 E LY METRE G TWO SACO:U ENNOGITNCE:(1) RAMAILNWIMAND MO ANTPEl78CIERMLY SAT Wilt VAST Lit OM SOIMP.BTOIMRTEI OEFL NmCN \ II,NORTH WISIP AS SW T FEET. N PINOMMMWP EASTOFIOE.).“1.16 ON wear FELTT NE TEPONT EPN NOOOOO.WIMITY6NOD.STIRS OF COLORADO. �••� ...." ..`^, Ej\ �`.. P.s.d.. _ \ OWTNINININCA0F1mb/fJ1EBItS00 LEE[ ./--"'-f Dim OM.WIdmst amen a MA NpEv.C s5.gdM A mKomt-gAM-wp SSA rerA I TOTAL TRACK LENGTH: p -- _ ' ,` \\ riFcwr� -� 2.6 PARES S - / l Sapid WY_agd .mom 1 \ ,j' PARCEL 11 - - ._ _ ... ._ t.. ...__ 0 k.... ACC S C Oxbow a.LINVokkil ^,`��-wOmar / ~ maurwI ; • TAE •.ATE \.y. Comte 1 CONTINENTAL 0 :,.�_ • \ - 4 I ,MNmTNFaaNFdFdwwm'RworMdvMNMwoenM DIVIDE P MUSEUM _ w„rwxwww RACEPARK a I 1. I ( r._ IMrinm�Nl,r.Ws MEAD, COLORADO "."h-' \ M I� _ jc \ \ Re ad MSNMPwmHg Commiesm, bd_�m . \ , R _ F ... _ mast ��V, - L ` - MILLER II�\ �� `i I'_ `1NG - '`� I, �'�'" EcZ = -_W— td MOTOR SPORTS - 1e.SYFMOrYYe Ne. OMxENeYw 11MY CJgW Mme.... m_,wt.Lrdd L iN CONSEFVATIGN A i .\ mmCWl EASEMENT \ UTILITY PLAN SE ARE vEHCE wE ----- o5paEpRCHE.3ENE o. — . Vu.a KEYSTONE FARM ANNEXATION aooR ,53 °o Es° Ea TO THE T OF MEAD eooKK „39 RAE „3 =, UNPLATTED ' TRACKS X\ A PART OF SECTION 11, :::::: 1.3N., .68W. OF THE 6TH P.M. E' "°` _ , OF COLORADO RR T i w RE COUNTY OF WEL G �.. � ,A1 A T tl ,s w0E 010.E.sE9ENT eooK 5369 RN E as A I a Y ROHR PARCEL \ g o p --- I k? w;� ✓,' ," ) AREA = 80.00 ACRES 0_ Tmm mRE OR LESS „„,,,go„„„u„�\ m L rt .gip� k# ' $_ `p5 LHF 5 L0% BOSH, FRG..otsCRN5 FOUND a• �mr yyRy�'n Y` ' ' 39 RE • ,,, CODA CC NO 9a9a37 m /R � MT 5A� �3 HEN-, ctANERT PPE CONexuEs \ i�;k, eu �'.m`GwHy^waw L A ^ �! ,...—T uh0ERCROuNO. uxKNow. V D.REcTiou oR LENGTx. \ PADDOCK \ LATERAL \ VICINITY MAP TOTAL TRACK LENGTH: e.. \\ SCALE: 1" = 2,000' \2.8 MILES O \ 1 •«-}. PROPOSED \ PARCEL II CONTROL GATE Et WATERLW \ MCA 80.00 ACRES TOWER LTA \ NERL aR LESS \ 805NOUwERS MUSEUM o c no zaaJ95 ` UNPLATTED t � I �ONDD ml us LocA o o« ox H FA RR `lp \ 933PEE ,esa+eo Imo$ e•.L mEaic• i9c 67 \\ ah0/3, 111 SHOP r 7 \\ii,ycjIL \ " VISITOR ! <o •�4i, PARKING L v �\ °nom (PROPOSED) UNPI,gTTED HARR 15 3. ` ` \ . RFC No J/fi/9%503 — 1 CONCEPTUAL DRAINAGE PLAN KEYSTONE FARM ANNEXATION o E�E„ttD"--- TO THE TOWN OF MEAD D Drnk SEMEN ° E"s" A PART OF SECTION 11, T.3N., R.68W. OF THE 6TH P.M. OEseig ON SCHEODLE r 'A itUTEa R9� EOOK'559 PACE 113 i ^ COUNTY OF WELD, STATE OF COLORADO UNPLATTED — ' -''- e „/ i oR ,DN mss•, .=-'�`-� ..E�, — .�" _ II / / i �_yi — � / ,✓ r//ter i '. _ v z I J . oy. _ c. } w \ _ .d�.As I DnchusEw�, � . h r4!cs' ..t ` 'l- n i I -. } -,1 L 'E -9.- ti N -..� r eobx,sw.G.DE.ri -- / ow ci o " . \^4E \\, t it �A@CQL� / �r / / / .- g LL ,o rfl ,g I `^s ',. 4c .',----t.' �+� = eo.00`AC S ti / / / z o /IZ e . ... "-.-� ORE w Las `- �i / J E. c Dr+ O ND.�'' / D a f j. .i J 9 h \ ,... t"---` ~`"GOO , 1 / / n L M EFS"BUND ' I� _ T•��.� �r�� ^fR\„ 11 4 V r _ HE . ti J / '� / eoov-� sic olass-r iI" • 1 , I ) // iC- / N $� G- A 44 '\ "�� " '/ // //< — SfNC �- C � �v / // \ , v �. � �� Iil //�// _ tea: � e ®`®! (_� :AS ▪ti �`_ Cal= 1/(// lg 1 "emu' .ENT r- ,�_r_ `'`�\\ �\ rJA0 s � ��.� h YB,'. -`n+-•�."` � n' 1�. \ E✓ I s A" _ BASIN B_ _ .R !� r'P' N,. —_ _ a t, � _ ACRES •85.62 ZRES _ - 1 — l --- \} ' `\.\� \ _' i- -- — \ -1-Nfijoe%A `Esy' / r ' J \ J • a • -'Maas t.rcwrAE/rmp w4 . — s• _ \�\ -��\\. �1 11 A ! - = ` VICINITY MAP _��ani as •�eR.� / \ \ - \ �� `• S -' e s SCALE: i' = 2.000' 1,11 /l/ / •.,'j t.,, ...,~ `` 1 i h 1•--‘7,./1 -r v y 1 1 J I / / 'A/ PA///9eEt`ir�' cirmoe \ - \1\*-.I �/ r Z `"'l \ - DRAINAGE RwN \�\ \\ / / ,' .�^Ea p Eeo.00Hets./`' R-.,,. \\\ \ ` ) t. ,r/ �. (` p� .. N�a = � RUNOFF FLOW DIRECRON 7' s / / / ) FtcD" , useuN 1 1 NPLATTEo 1I( E A DNEM!mini \ ' {r� :14', r �/`/ �i�I��t ` 1 I1\\ .-71W BOOK 933 vEc NO as.,aD Q.,2m.as 10.--NR HmURN: OIStlWiCE �"'� ••� I 1 1 / ,. -.. . I.L,�i1 •/D/ei Qom-a28 as 100-YR HISIOPIO UNCMRSE — Qom-MI as 10-YR DEVELOPED Da22MROE / / 1 4 ` '7•op A. S2--- ,-,_ �- \ / _ ▪�'01 Qom-lay W 100-YII OEVEl11Pm OISCNARGE f \ ., + \�:/ I 1 fl ati- +/ ``\ \\ ICI �J / (/ � / ' I1`\ \\.‘ \r `" LJT�/ /r xEC NO 650) 3/6/9] N,„„,,, � ` i � ._.1 I 1 f -Haas �/ Hello