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Home My WebLink About20090995.tiffMead "A Litt e Town With a Big Future Town of Mead P.O. Box 626 441 Third Street Mead, Colorado 80542-0626 (970) 535-4477 CERTIFIED MAIL # 7008 0150 0001 3158 4924 April 15. 2009 Weld County Board of Commissioners P.O. Box 758 Greeley, CO 80632 RE: Request for Comments and Recommendations on the Equinox Annexation. Gentlemen: Enclosed is a copy of the application, annexation maps and other supporting material for the proposed annexation of the Equinox Annexation to the Town of Mead. This property is located in Weld County on approximately 79 acres located to the east of WCR 7 and north of State Highway 66. Proposed land uses include Mixed Use (including Commercial, Office. Retail. and Civic - 48 acres at full build out) and Residential - 61 acres at full build out. The final configuration and variety of the Mixed Use land is designed to contain flexible uses to best fit the community's future needs.. The property is proposed to be developed under a PUD. 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 May 13. 2009. We ask that you forward your response directly to Samson, Pipis & Marsh, LLC. c/o Gary West. P.O. Box 1079, Longmont, CO 80502. Thank you for your cooperation and assistance. Liitki is 'V 1-1/L cu r y 1?j' Very truly yours, Charlene Reed Town Clerk ', f t , C711, co o 2009-0995 Equinox Annexation and Rezoning Application Planned Unit Development (Planning Areas 1-6) Mead, Colorado Original Submittal: March 20, 2009 • Table of Contents Letter of Intent and Vicinity Map Tab A — Form D-2: Conceptual Plan Application and Decision Record Tab B — Form D-3: Application and Decision Record — Change in Land Use Tab C — Form D-4: Fiscal Impact Analysis Tab D — Form D-5: Agreement for Payment of Review Expenses Tab E — Annexation Petition El Annexation Petition E.1.1 Signature of Landowners E.1.2 Mailing Address of Each Signer E1.3 Legal Description of Land Owned E.1.4 Date of Signature Signing E.2 Affidavit of Circulator Tab F — Proof of Ownership Tab G — Mailing List of Adjacent Property Owners Tab H — Annexation Maps H.1 Annexation Map H.2 Annexation Map (3 mylar originals)* H.3 Annexation Map Land Surveying Standards Checklist H.4 Annexation Map (AutoCad file) H.5.Legal Description (word processing file) Tab I — Northern Colorado Water Conservancy District Petition Tab J — Warranty Deed for Non -tributary Water Rights Tab K — Annexation Impact Report K.1 Annexation Impact Report (word processing file) K.2 Annexation Impact Report Map Tab L — Change in Land Use Plan L.1 Change in Land Use Map L.2 Change in Land Use Map (1 mylar original)* L.3 Change in Land Use Map Requirements Checklist LA Change in Land Use Map Surveying Standards L.5 Change in Land Use Map (AutoCad file) L6 Legal Description (word processing file) Tab M — PUD Plan M.1 PUD Bubble Plan M.2 PUD Zoning Regulations M.3 Bubble Plan (1 mylar original)* MA Bubble Plan i;AutoCad file) Tab N — Preliminary Soils Report Tab 0 — Preliminary Utility Plan Tab P — Water Rights Report Tab Q — Statement of Community Need Tab R — Statement of School Impact Tab S — Development Impact Assessment Statements S.1 Water S.2 Sewer S.3 Natural Gas S.4 Electric S.5 Telephone S.6 Streets S.7 Drainage S.8 Law Enforcement S.9 Fire Protection S.10 Parks and Recreation S.11 Environmental Considerations S.12 Economic Development Potential Tab T — Development Compatibility Statements T.1 Street Master Plan T.2 Subdivision Plan T.3 Comprehensive Plan T.4 Land Use Code T.5 Existing and Adjacent Land Use Tab U — Preliminary Drainage Report * Item to be provided with final submittal 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 F 303-892.1186 April 9, 2009 Dan J. Dean, Town Manager Town of Mead PO Box 626 Mead, Colorado 80542 Re: Equinox Annexation / PUD Comments Dear Mr. Dean, N1ORRIS DESIGN Planning I Landscape Architecture Thank you for your first set of review comments, which we received on April 7, 2009. As we discussed on the phone, we are resubmitting a revised set of documents for your binder and an additional three sets for your attorney and consultants. We have attempted to make as many revisions as time allowed, and will provide further revisions at our earliest convenience. While the overwhelming majority of requests for revision have been made, a few remain unresolved since they will require further discussion with you and your staff. We are providing, with this letter a point -by -point response to all of the comments received to assist you with the review of this revised submittal. We would be happy to sit with you, Gary West, or any other staff member to explain our changes and revisions. Do not hesitate to call if we can provide further information or clarification. Thank you for your guidance. Sincerely,, Norris Design 6,6 John C. Durham Principal www.norrisidesign.com Denver, CO ^ Chicago, IL — Frisco, CO - Phoenix, AZ +Tucson, AZ 1. The legal descriptions contained in Exhibit A's of Form D-2, D-3. D-4 and D-5 should be revised to refer to 3rd Street, instead of WCR 7. Note, "3rd Street" is never to be spelled out as "Third Street." Because of the length of the legal description and the difficulty and reading it, each clause should be on a separate line, and multiple line clauses should be preceded and followed by a blank line. The same changes should be made to the legal descriptions on the maps throughout the application. Response: The legal descriptions for both the Equinox annexation and rezoning applications have been updated as requested. Maps have been updated with the correct spelling for 3rd Street as well. 2. The annexation map cover sheet does not follow the Town's standard formatting. The certificate of ownership should be located on the right-hand side of the cover sheet, followed by the signature blocks preceding in columns right to left and in the standard progression. Paragraph text is to be 10 pt. type. Response: The annexation map cover sheet has been updated to meet the Town's standards. 3. The annexation map "Certificate of Ownership" contains a reference to a "Tom Schmidtgall" as an owner of the property. This is the first time the name has emerged. Who is Tom Schmidtgall, and what is his relationship to the ownership of the property? The name does not appear in the title commitments as an owner. Response: Reference to Tom Schmidtgall has been removed. 4. The annexation map should not show the "oil & gas" drilling windows. Response: The oil and gas windows have been removed from the annexation map. 5. The right-of-way for the pipeline identified in the agreement recorded February 25, 1927, in Book 801, at Page 520 (Exception No. 12, Equinox Title Commitment) must be shown on the annexation map if it has not been formally abandoned. Abandonment of this irrigation pipeline will require the concurrence of the presently unidentified downstream properties who receive water delivery through this large pipe (24"). Response: Please refer to Note 7 on the cover sheet for our address of Exception No. 12. 6. An easily "legible" copy of the easements, covenants, restrictions, reservations and notes contained on the plat of RE -3126, recorded October 10, 2001, at Reception No. 2891019 (Exception No. 22, Equinox Title Commitment) should be provided. Response: A copy of the recorded exemption map is provided as an attachment with this response to comments. Any easements or restrictions that affect the subject property have been shown on the annexation and change of zone maps. 7. The special warranty deed for non -tributary groundwater must include the property of the Weingardt Annexation. At the time of the Weingardt Annexation (1992), the dedication of non -tributary water was not required. The legal description must be expanded and signatures lines must be included for Mead Partners Operating Co., LLC and Robert Chansler. Response: The special warranty deed for non -tributary groundwater now includes the Weingardt Annexation. The legal description has been expanded and appropriate signature lines have been included. We have included the revised special warranty deed with this resubmittal and will provide signatures once we get them. 8. Tab K, Annexation Impact Report. Note that a "Mead Sanitation District" does not exist. (It was dissolved in 1992. The "Mead Wastewater Service Area" would be a more appropriate reference. Response: The report has been updated as requested. 9. Tab K, Annexation Impact Report. "3rd Street" is never to be spelled out as "Third Street." Response: The report has been updated as requested. 2 10. Tab K, Annexation Impact Report. In the "Streets" paragraph, what does the term "today's standard" mean? Does this mean that the intent is that traffic volumes will remain at the present levels? Response: Yes, the intent is that the traffic volumes will remain at the present levels. We have clarified the language in the report. 11. Tab L, Change in Land Use (Zoning) Map. The Change in Land Use Map cover sheet does not follow the Town's standard formatting. The certificate of ownership should be located on the right-hand side of the cover sheet, followed by the signature blocks preceding in columns right to left and in the standard progression. Paragraph text is to be 10 pt. type. Response: The Change in Land Use Map cover sheet has been updated to meet the Town's standards. 12. Tab L, Change in Land Use (Zoning) Map. The second paragraph of the Certificate of Ownership contains a typo that must be changed. "BIENG" is to be changed to "BEING." Response: The typo has been corrected. 13. Tab L, Change in Land Use (Zoning) Map. The "existing land uses" are mislabeled as "AG (Agricultural)." The existing land use is "low -density single-family residential." This must be corrected. Response: The existing land uses for the Weingardt Estates parcels have been updated accordingly. 14. Tab L, Change in Land Use (Zoning) Map. The boundaries of the southern parcel must be labeled with the lengths and bearings as contained in the legal description. Response: The lengths and bearings have been labeled for the boundary of the southern parcel. 15. Tab L, Change in Land Use (Zoning) Map. The applicant must provide a Change in Land Use (zoning) Map for the Schmidt and Equinox properties. The "existing land uses" for Schmidt and Equinox properties should be labeled as "AG (Agricultural)." As an alternative, this map could be combined with the map for the Weingardt property. Response: A separate Change in Land Use (zoning) Map has been prepared for the Schmidt and Equinox properties. The existing land use has been labeled as AG (agriculture). 16. Tab M, PUD Development Plan Regulations and Design Guidelines. In general terms, this section conforms to the Sample Planned Unit Development - Development Plan provided by the Town. However, it is apparent that the author did not differentiate between the "instructive" clauses of the sample and those that were to be quoted verbatim. A revised Sample Planned Unit Development - Development Plan has been prepared to correct this problem. It is suggested that pages 1 and 2 of the submittal be revised to reflect the instructions of the revised Sample. With minor corrections, pages 3 through 14 are acceptable. Response: We have revised the PUD Development Plan Regulations and Design Guidelines to conform to the Sample. 17. Tab M, PUD Development Plan Regulations and Design Guidelines, Overall PUD, pg. 3. In the open space paragraph, first sentence, the word "designated" should be changed to "dedicated." Response: We have revised this sentence as requested. 18. Tab M, PUD Development Plan Regulations and Design Guidelines, Overall PUD, pg. 3. In the open space paragraph, "ponds" are to be included in the definition of open space. If these are detention ponds, they are not to be credited toward the open space requirements. Response: We have removed the detention ponds from the list of land available for open space dedication. 3 19. Tab M, PUD Development Plan Regulations and Design Guidelines, Overall PUD, pg. 4. "Detention areas" should be added to the list of items that do not count toward open space. Response: We have revised this as requested. 20. Tab M, PUD Development Plan Regulations and Design Guidelines, Residential - Single -Family Detached, pg. 5, Parking Standards. On -street parking should be discouraged except adjacent to parks and open space and should not be counted toward the two "required parking" spaces per dwelling unit. Response: We have clarified the text to explain that the two required off-street parking spots per single-family detached unit will be provided via the garage and driveway. The on -street parking will be used primarily for guest parking. 21. Tab M, PUD Development Plan Regulations and Design Guidelines, Residential - Single -Family Detached, pg. 5, Parking Standards. Tandem parking should not be allowed for the two "required" parking spaces per dwelling unit. Response: We have clarified the text to explain that the two required off-street parking spots per single-family detached unit will be provided via the garage and driveway; tandem garage parking is not allowed to count as two parking spaces. 22. Tab M, PUD Development Plan Regulations and Design Guidelines, Residential - Single -Family Detached, pg. 5. Please explain the component "program" in the Housing Model Diversity section. Response: We have provided text explaining what we mean by 'program'. 23. Tab M, PUD Development Plan Regulations and Design Guidelines, Residential - Single -Family Detached, pg. 6, identical models. Please explain how "identical models" can have a "different exterior elevations." The clause from the July 16, 2008, version is preferable. Response: 'Identical models' means that the floor plans would be the same. The guideline we have provided requests that 2 identical floor plans can be located directly across the street from one another if they have different color schemes and different exterior elevations. 24. Tab M, PUD Development Plan Regulations and Design Guidelines, Residential - Single -Family Detached, pg. 6. Please explain or illustrate your concept of a "semi-detached garage." Response: We have removed the reference to "semi-detached" garages from the document. 25. Tab M, PUD Development Plan Regulations and Design Guidelines, Mixed Use, pg. 8, intent. The first sentence is incomplete; it lacks a subject. Response: We have revised this sentence as requested. 26. Tab M, PUD Development Plan Regulations and Design Guidelines, Mixed Use, pg. 9, item 28. Delete the word "mix" at the end of the sentence. Response: We have removed the word 'mix'. 27. Tab M, PUD Development Plan Regulations and Design Guidelines, Mixed Use, pg. 9, item 33. Change "Mead Zoning Code" to "Mead Municipal Code." The approval of liquor licenses is covered by Chapter 6, Article Ill of the municipal code, not the Zoning Code. Response: We have made this change as requested. 28. Tab M, PUD Development Plan Regulations and Design Guidelines, Mixed Use, pg. 9, items 34, 38, and 39, are to be clarified, perhaps by placing the exclusions in a separate sentence. Response: We have revised these items as requested. 29. Tab M, PUD Development Plan Regulations and Design Guidelines, Mixed Use, pg. 10, item 8. This should 4 exclude "Adult Entertainment", as defined in the Sec. 6-2-120 of the Mead Municipal Code. Response: We have excluded 'Adult Entertainment' as requested. 30. Tab M, PUD Development Plan Regulations and Design Guidelines, Residential - Single Family Attached uses / Multi Family Uses, pg. 10, Parking Standards. Please clarify that on -street parking adjacent to these buildings or on perimeter drives may not be credited toward the "required" parking spaces for each dwelling, but may be credited toward the guest parking requirements. Delete the last sentence of this paragraph. Response: We have revised this sentence as requested. 31. Tab M, PUD Development Plan Regulations and Design Guidelines, General Neighborhood Commercial, Regional Commercial, Retail, Office and Civic Uses, pg. 10, Parking Standards. Delete the phrase "where possible" from the last sentence. Response: We have revised this sentence as requested. 32. Tab M, PUD Development Plan Regulations and Design Guidelines, Development Standards, pg. 12. Change the references of WCR 7 to 3rd Street. Response: We have made this change as requested. 33. Tab M, PUD Development Plan Regulations and Design Guidelines, Development Standards, pg. 13 & 14. Label the columns at the top of each page. Response: We have labeled the columns as requested. 34. Tab M, PUD Development Plan Regulations and Design Guidelines, Development Standards, pg. 13. Flag lots in PA -1A are not acceptable. These are 6,000 to 10,000 sq. ft. lots for single-family detached dwellings. There is no need to "tuck" one single-family house behind another with a long driveway access. Response: We have removed the reference to flag lots. 35. Tab M, PUD Development Plan Regulations and Design Guidelines, Development Standards, pg. 13, Rear Load Products. The building setback for a "Building from Lot Line/Alley Access Easement" of 0' is too small. It means that the garage door/wall is flush with the property line and any maintenance must be performed from the public right-of-way. It also means that garage accessibility may be compromised - automobile turning radius templates should be provided to demonstrate accessibility. A 0' setback will also mean that trash cans will be placed in the right-of-way on pickup days, or may be left there on non -pickup days. A 6' setback from the property line to garage door is more typical (City of Fort Collins Land Use Code, Sec. 3.5.2 (D)(3)). This would also allow for screening of the trash while allowing alley pickup. Response: We have provided a 6' setback as requested. 36. Tab M, PUD Development Plan Regulations and Design Guidelines, Development Standards, pg. 13, Rear Load Products. The building setback for a "Building from Alley Pavement Edge" of 0' is too small. See Item 33 above. Response: We have provided a 6' setback. 37. Tab M, PUD Development Plan Regulations and Design Guidelines, Development Standards, pg. 13, Side (setbacks). The side setback for detached dwellings in PA -1B, PA -1C and PA -5 should be more fully explained. If a "Zero Setback" product is set on the lot line on one side, there must be a 10' setback on the other. No encroachment, except roof overhangs (i.e. bay window, chimney) will be allowed over the property line. Response: We have added a note clarifying that standard detached products will meet the intended 5' side setback on each side. Zero setback products will meet a minimum of a 10' building separation. 5 38. Tab M, PUD Development Plan. The layout on sheet 1 is not conform to the Town's standard format for a PUD Development Plan. The title block is to be in the lower right-hand corner or along the right-hand margin. The ownership certification does not conform to the Town's standard format for a PUD Development Plan. The legal description should be the boundary of all property contained within the PUD. See the attached Sample Planned Unit Development - Development Plan and Standard Form Certificates and Signature Blocks for Planned Unit Development - Plan Maps. Response: We have revised the layout to conform to the Town's standard format as requested. 39. Tab M, PUD Development Plan, Exhibit C. The exhibit for "Commercial with Parking Local Street" shows a building wall abutting the 81' right of way. This is inconsistent with the table on page 14 which indicates that there is a 10' setback, presumably from the property line/right-of-way. Response: We have revised the graphic to show the 10' setback. 40. Tab M, PUD Development Plan, Exhibit C. The dimensions shown on the exhibit for an "Alley" is inconsistent with the table on Page 13, Rear Load Products - 5' typical setback vs. 0' required setback. Also, the drawing dimensions do not add up correctly (18' pavement + 13' driveway + 13' driveway = 44' vs. 26' access easement + 5' setback + 5' setback = 36'). Response: We have revised the graphic to show the 6' setback and revised the dimensions to add up correctly. a PARALLEL ON -STREET PARKING 41. Tab M, PUD Development Plan, Exhibit D. The dimensions shown on the exhibit for "Parallel On -Street Parking" do not add up correctly (24' drive lane +5' parking +5' parking +2' pan +2' pan = 38' vs. 32' shown). A 34' road width is the minimum recommended for a 30 mph road (The Lexicon of New Urbanism). Response: We have revised the graphic to add up correctly and match the street section in Exhibit C. We have maintained the 32' flow line to flow line within a 53'Right-of-Way; if this remains an issue for the Town, we are willing to discuss further. 42. Tab M, PUD Development Plan, Exhibit D. Please provide parking stall and aisle width dimensions from an authoritative source, that will prove the examples in Exhibit D are customary and safe. The aisle widths are less than several recognized standards, particularly for on -street parking with 20-30 mph speed limits. Response: Due to the limited amount of time available, we have been unable to discuss this request with our traffic consultant; we will revise our plan and resubmit it as soon as possible. 6 43. Tab S, Development Impact Assessment Statements, pg. 3, 20.10 Parks and Recreation. The third paragraph provision that detention areas will not count toward park and open space area is not consistent with Tab M, PUD Development Plan Regulations and Design Guidelines, Overall PUD, pgs. 3 & 4. Response: We have excluded detention areas in the Overall PUD (pgs 3 & 4) to be consistent. 44. Tab T, Development Compatibility Statements, pg. 3, Transportation, Goal 3. It should be made evident that "pedestrian speed tables" will only be considered for use internally within the development. Response: We have revised this as requested. 45. Tab U, Preliminary Drainage Report, pg. 3, 5.0 Developed Drainage Characteristics. The first paragraph indicates that developed basins A4 and A6 are designated as open space but no detention is proposed. There should be some explanation as to why detention and treatment is not provided in these basins and the compatibility of that position with current Clean Water Act requirements for SWPPPs (Storm Water Pollution Prevention Plan). Response: The language in the Developed Drainage Characteristics section of the Drainage Report has been updated to better explain why detention and formal treatment is not provided for Basins A4 and A6. 46. The applicant has committed to meeting the open space requirements of the Town. However, they have identified area PA -2B as open space. The parcel in its current state does not meet the Town's definition of open space. It is incumbent upon the applicant to demonstrate to the satisfaction of the Open Space Committee and the Board of Trustees how this parcel will be brought into conformance with the Town's definition of open space. It will need to be demonstrated how this piece of land will be made usable and beneficial to the community as open space. Response: We have committed to meeting the open space requirements of the Town through land dedication, enhancements / improvements and cash -in -lieu. Prior to Planning Commission and as part of the Annexation Agreement discussion, we will work with staff to finalize the specific provisions. At time of detailed site design for this area, we anticipate showing features that demonstrate how this piece of land will be made usable and beneficial to the community as open space. In any case, the total open space requirement will be provided through one of the three methods mentioned above. 47. The Change in Land Use map (Zoning) 2 of 2 is missing several reception numbers. The map needs to be revised to include correct reception numbers. Response: The correct reception numbers have been provided as requested. 48. The application does not provide for the Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities (ADAAG). The applicant must address how this development will meet the requirements for handicap access, particularly for off-street parking.. Response: We have added a note to the design standards committing us to meeting the requirements included in the ADAAG. 7 11)1 Bannock Street - Denver, Colorado )(COO l' 3013.89?. 1 166 1' 383.892 1186 March 20, 2009 Town of Mead / Planning Commission & Board of Trustees P. 0. Box 626 / 441 Third Street Mead, Colorado 80542 RE: Letter of Intent / Equinox Annexation and Rezoning Planning Areas 1-6 PUD Application To the Town of Mead Staff, Planning Commission & Town Board Members: J� NOlklkIS DESIGN Planning I Landscape Architecture On behalf of Mead Development Group, please find attached the submittal for the Equinox Annexation and Rezoning, originally submitted and considered by the Town in 2008. Subsequent to the Town's review of this request in late 2008 and based on concerns presented in those reviews, we have made significant changes to the zoning and land use portion of the submittal, discussed with the Town Board in a study session on March 2, 2009. While the original requests were submitted to you in two separate binders, the Town has authorized a consolidated request for this submittal. The request is for the same land area considered in 2008 for the rezoning, 113 acres. Of this total, we are requesting 78.9 acres for annexation. Although the land area for the rezoning is larger than the land area for the annexation, we believe one binder will be less confusing and allow us to present our request in a more comprehensive manner. The land area being considered for these requests generally lies approximately one half to three quarters of a mile west of Interstate 25 on the northeast corner of Weld County Road 7 (Third Street) and State Highway 66; additionally, a small sliver of land lies south of State Highway 66. (See attached Vicinity Map) Proposed Land Uses The proposed "bubble plan" is a diagrammatic vision of the proposed land uses to be developed with the Equinox Annexation and Rezoning. As we explained at our study session, we intend that additional land, referred to as the McKinstry parcel, lying further northeast of this request would be part of a subsequent request for annexation and zoning; these lands were part of a comprehensive planning effort but are not included within this application due to time constraints involved with ,rwio. unrris-drsipn. rot❑ On,rn; (A) 1 Chi,etto // !- /Huy CO — PLornlc„-l/ f'Ii,rsan,.i/ 1101 Bannock Street Denver, Coloeido 80?tµ P 3n389? 1 166 F 303 892.1186 NORRIS DESIGN Planning ] Landscape Architecture putting the application together. We will be working on that application and anticipate submittal in the next few months. Proposed land uses within this request include mixed -use (Commercial, Office, Retail, Civic, Residential) and residential (Single Family Detached and Attached, Multifamily Condos / Apartments); and open space / parks. To simplify the application, we have kept the plan in the context of Planning Areas 1-6, as used in the initial request, with an appropriate adjustment to the Planning Area boundaries. In preparing this request, a number of factors were considered, including: Concerns raised by the Town Board with the initial submittal in 2008, consideration of the intergovernmental agreement with the City of Longmont which restricts uses along the Highway 66 frontage to commercial, existing and planned offsite uses and development; and the Town's new Comprehensive Plan. In that regard, this request conforms to the new Comprehensive Plan's land use plan, proposing "Commercial Mixed Use" along the Highway 66 frontage and "Single Family Residential" west of Mulligan Reservoir. The Comprehensive Plan's "Commercial Mixed Use" category permits higher density residential uses. We have worked to create a plan that transitions or "feathers" from the lower density single family detached Planning Area along the northwest to the higher density residential uses in the middle portions of the property, to the commercial uses along Highway 66. As we stated at our Study Session with the Board on March 2, 2009, we are capping the allowed residential total number of units within Planning Areas 1-6 at 600, well below the number allowed by the Comprehensive Plan. As part of this application we are requesting that the Town consider an area of up to 20 DU / Acre to accommodate a true condominium / apartment multifamily use. That density would only be allowed in PA -4 buffering between the commercial to the south and the single family attached to the north. We will limit the multifamily residential units (20 DU / Acre) to a maximum of 240 units allowed. Traffic and Access The PUD plan for Planning Areas 1-6 proposes one full service intersection and one three-quarter turn access point along State Highway 66. A full service access point is proposed on Weld County Road 7 / Third Street. The Third Street access point will be from a roundabout, planned as part of the Mead Place development, planned on the west side of the County Road. The roundabout is intended to promote safer speeds within the community and to reduce turning movement and wait times at the Third Street and Highway 66 intersection. The roundabout will direct the majority of traffic from Third Street into Mead Place to the west, and the Equinox Annexation and Rezoning PA's 1-6 PUD community on the east. The northern entrance to the roundabout will transition back to its existing county section. It is the intent to keep both the character and amount of traffic on Third Street north of this site similar to today's standard. nn,'n,.non ;a-Aesi ,,.trmi I),nr(rCl) I Chinii8II, +Prive,CO Plm, Hi.c,:1/+'liirsnt+'I 1101 It,,unock Strcct I)cnrcr_ Colorado 81211 I' 3113.892 1166 F 303 892 1 186 Landscaping, Parks and Open Space NOR,RJS DESIGN Planning I Landscape Architecture The development team understands that one of the most important components of a successful mixed -use community is its curb appeal and amenity package. Thus, the proposed PUD provides for a generous amount of open space, including landscape, an extensive trails network and dedicated parks. Mead Development Group has committed to meeting the Town of Mead's standards for open space and park dedication. In accordance with the Town's code, this obligation will be met through a variety of means ---land, improvements / enhancements and as needed, cash - in -lieu. Buildings and Architecture The development team has made a commitment to provide design guidelines for Planning Area 4, which we propose would allow a maximum density of 20 DU / Acre. These guidelines will be provided prior to or concurrent with the platting phases to assure appropriate scale and character as well as the design quality desired by the Town of Mead. Water and Sewer Service Water and sewer services are readily available to the Equinox Annexation and Rezoning properties. The property will be served by Longs Peak Water District, while sewer will be provided by the Town of Mead. The applicant has initiated discussions with both the water district and Town. In summary, Mead Development Group is committed to working with the Planning Commission, Town Board and staff to develop a master planned community supported and enjoyed by many. We are pleased that our community will take a large step in implementing the Comprehensive Plan for this area of Mead. We look forward to working with you all on the review of this request. Please do not hesitate to call if I can provide additional information or clarification. Sincerely, Norris Design John C. Durham, Principal 2 WIMP. ii'rric-d,si',i. rani Durre; (() - Ch n, IL ' I riem. CO + Phonic. 1Z � 'firamt,iZ r Tuesday, March 17, 2009 4:03:26 PM DRAWING: P:\133_26064_08001 Mead Place\CAD\Shee(Files\C0-VICINTIY MAP .DWG LAYOUT: VIC MAP EQUINOX ANNEX USER NAME: LAURA WEATHER! EQUINOX ANNEXATION AND REZONING PA's 1-6 PUD D 3000' 1500' 0' 3000' 6000' WELKER AVE. (County Rd 34) QADAMS AVE. Count 1 SCALE IN FEET 3 SUBJ T PROPSTY State Hwy 66 TETRA TECH www.tetratech.com 1900 S. Sunset Street, Ste. 1-F Longmont, Colorado 80501 PHONE: (303) 772-5282 FAX: (303) 772-7039 Drawing Description VICINITY MAP EQUINOX LAND, LLC Project No.: 133-26064-08001 Date: 19 MAR 2009 Designed By: JJA Drawing No. 1 Copyright: Tetra Tech • • • 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: Mead Development Group, 9055 East Mineral Circle, Suite 100. Centennial. CO 80112 Ph. 303-726-2147 2. Legal description of the property to be platted: See Exhibit A attached. 3. Proposed land use change located in Mead Performance District No. 3 . 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. T',e existing land use is primarily agricultural. One singe -family residence is located on the property. The adjacent lands are primarily agricultural with very low density single-family residential to the north, south and east. The Mead Place community has been approved to the west and will contain mixed use. commercial and residential when constructed. 5. Give a brief nonlegal description of the proposed land use including the number of living units. type of home occupation proposed. the placement of a mobile home, etc. 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 16-20-40 of the Mead Municipal Code. The proposed land uses include categories of single-family detached residential and mixed use. The mixed use category can include commercial, retail, office, civic, single-family attached, single-family detached. multi -family, parks and open space areas. The maximum number of residential units allowed is 600 and the maximum mixed -use square footage is 710.028 square feet. Unit counts and mixed use square footages will be finalized at time of Final Plat. There are no home occupations proposed at this time. Annexation is required for 2 of the parcels within the Equinox Annexation and Rezoning PAS 1-6 PUD Application. An annexation petition is attached for those parcels. 6 Provide a sketch plan of the proposed lard 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. :_tilit;es that will service the proposed development: and major physical features, including drainage and the location of natural hazards. [attach maps and sketches as necessary.] See attached plans. 7. A master development plan, if the land use change is proposed to be constructed in stages requiring separate reviews and approvals. See Tab L. 8 Provide an e'evation drawing of the proposed structureis) showing height and describing the exterior materials. [attach drawings as necessary.] Elevations of the hroposed structures will be provided during the platting stages. t • • • 9 The fiscal impact analysis, Form D-4. See Tab C. 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] See attached documents in the notebook. 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.) I • • • Owner: Rodney J. Schmidt Date: STATE OF COLORADO) COUNTY OF Witi� ;SS. The foregoing instrument was acknowledged before me this /r 1 day of MALfc- <1 My commission expires: /C 2$ Witness my hand and official seal. Owner: �/j' ly'Publi r �- i , t•�-� U A Notary Public \‘‘‘. \`�...:................ , 20( by R. -F,.,• \ \\\Upll nP'HppL . TAR '•. x Y'S. _•a Mead Partners Operating, LLC by Rodney J. Schmidt, Manager I Date: STATE OF COLORADO) COUNTY OF rd EL SS. ; The foregoing instrument was acknowledged before me this/ltday of /A a: <<, My commission expires: /a Witness my hand and official seal. Owner. -J'e' <-77 �� ¢ t Robert Chansler STATE OF COLORADO) )SS. COUNTY OF Notary Public ji`•. QV BLIG '/<<141/1,1111111U c.‘t 20C-% by a;: FL,/ O' 7J tn..' Date: . / l- Z l z The foregoing instrument was acknowledged before me this/t , 'day of ))1 Alt Cif My commission expires: 42--,J.; Witness my hand and official seal. /21/1.: Notary public T ). otouumnN< V 0,,,, Hl rem l O:10' 201V by Yi:.�:,, t Owner: C;y/l , / Date: 3;74 ° I q Equinox Mead, LI�,ILt by George R. Hanlon, Jr., Manager STATE OF COLORADO) )SS. COUNTY OF ) The foregoing instrument was acknowledged before me this/ 4'' day of i I (-O ( /`,_� 20`_ b • • My commission expires: Witness my hand)and offic4 tagaiFl .f , R LIC t FA) E OF COLORADO ?. 1-) l r.1 Notary Public ( ( 3 Applicant: L.-<: Date: /1 O ! Mead Development Group by Roger Hollard, Authorized Agent STATE OF COLORADO) )SS. COUNTY Of ) The foregoing instrument was acknowledged before me thithJ C day of ) in 1 c L. 9, 20 ( ))by f` .'De-/ I)C^% My commission expires: Witness my hand and official seal. FiP1 SI COl Cc t .Q R_ Notary Public A j • • • *****************APPLICANT NOT TO WRITE BELOW THIS LINE******************* B. Review Agency Comments. 1. Building Official: 2. Town Engineer: 3. Town Attorney: 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. Yes No 4. If the application is for the annexation of property, has the annexation question benn submitted to, and approved by the electorate? Yes No a) 5. The application is: o Approved o Disapproved Approved with the following conditions: 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. a) 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. Yes 4. The application is: 0 0 a Approved Disapproved Approved with the following conditions: 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 EXHIBIT A A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, TOWN OF MEAD, COUNTY OF WELD, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 22 WHENCE THE SOUTHWEST CORNER BEARS SOUTH 00°26'23" EAST 2648.73 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION; THENCE NORTH 88°50'51" EAST 30.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY OF 3RD STREET AND THE POINT OF BEGINNING; THENCE ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 88'50'51" EAST 1185.50 FEET TO A POINT ON THE WESTERLY BOUNDARY OF MULLIGAN RESERVOIR; THENCE ALONG THE BOUNDARY OF SAID MULLIGAN RESERVOIR THE FOLLOWING 15 COURSES; THENCE SOUTH 15°09'21" EAST 283.80 FEET; THENCE SOUTH 22"38'20" EAST 191.40 FEET; THENCE SOUTH 45°12'21" EAST 151.80 FEET; THENCE NORTH 64"29'39" EAST 129.30 FEET; THENCE NORTH 37°40'39" EAST 154.50 FEET; THENCE SOUTH 82°23'21" EAST 110.90 FEET; THENCE SOUTH 48°31'21" EAST 126.40 FEET; THENCE SOUTH 15°25'21" EAST 197.70 FEET; THENCE SOUTH 00°36'39" WEST 223.70 FEET; THENCE SOUTH 21°35'21" EAST 145.20 FEET; THENCE SOUTH 71°15'21" EAST 128.90 FEET; THENCE SOUTH 81'55'21" EAST 308.50 FEET; THENCE NORTH 67°28'39" EAST 175.20 FEET; THENCE NORTH 49°09'39" EAST 131.40 FEET; THENCE NORTH 23'17'39" EAST 192.26 FEET; THENCE NORTH 69°39'13" EAST 76.17 FEET TO THE NORTHWEST CORNER OF LOT B OF RECORDED EXEMPTION NO. 1207-22-4-AMRE-2318; THENCE ALONG THE BOUNDARY OF SAID LOT B THE FOLLOWING 3 COURSES; THENCE SOUTH 01"09'47" EAST 575.55 FEET: THENCE SOUTH 88`49'54" WEST 318.27 FEET; THENCE SOUTH 00°26'39" EAST 521.10 FEET TO THE NORTHEAST CORNER OF TRACT 2 OF WEINGARDT ESTATES: THENCE ALONG THE NORTH LINE OF SAID TRACT 2 SOUTH 88`49'43" 'NEST 1076 97 FEET TO THE SOUTHEAST CORNER OF THE EBERL AGRICULTURAL UNIT DEVELOPMENT; THENCE ALONG THE BOUNDARY LINE OF SAID EBERL AGRICULTURAL UNIT DEVELOPMENT THE FOLLOWING 2 COURSES: THENCE NORTH 00'26'23" WEST 303 71 FEET: THENCE SOUTH 88'49'55" WEST 1403.01 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF 3RD STREET; THENCE ALONG SAID LINE NORTH 00`26'23" WEST 475.78 FEET TO THE SOUTHWEST CORNER OF LOT A OF RECORDED EXEMPTION NO. 1207-22-3 RE3126; THENCE ALONG THE BOUNDARY OF SAID LOT A THE FOLLOWING 3 COURSES; THENCE NORTH 89°33'37" EAST 276.73 FEET; THENCE NORTH 00°26'23" WEST 255.26 FEET; THENCE SOUTH 89°33'37" WEST 276.73 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF SAID 3RD STREET; THENCE ALONG SAID LINE NORTH 00°26'23" WEST 851.11 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 77.300 ACRES MORE OR LESS. THE WEINGARDT ESTATES SUBDIVISION AND THAT TRACT OF LAND LYING SOUTH OF COLORADO STATE HIGHWAY 66 ALL BEING LOCATED IN THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, TOWN OF MEAD, COUNTY OF WELD, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 22, WHENCE THE WEST QUARTER CORNER BEARS NORTH 00°26'23" WEST 2648.73 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION: THENCE ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 00`26'23" WEST 762.82 FEET; THENCE NORTH 88°49'43' EAST 30.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF 3RD STREET. SAID POINT BEING THE NORTHWEST CORNER OF WEINGARDT ESTATES AND THE POINT OF BEGINNING; THENCE ALONG THE NORTH LINE OF SAID WEINGARDT ESTATES NORTH 88°49'43' EAST 2479.98 FEET TO A POINT ON THE WEST BOUNDARY OF LOT B OF RECORDED EXEMPTION NO. 1207 -22 -4 -AM RE -2318; THENCE ALONG THE WEST BOUNDARY OF SAID LOT B SOUTH 00°26'39' EAST 614.82 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF COLORADO STATE HIGHWAY 66; THENCE ALONG THE NORTH LINE OF SAID RIGHT-OF-WAY THE FOLLOWING 4 COURSES; THENCE NORTH 87°34'04' WEST 794.68 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 11565.00 FEET, A CENTRAL ANGLE OF 04012'46" AND A CHORD WHICH BEARS NORTH 88°49'20" WEST 850.12 FEET), 850.32 FEET; THENCE NORTH 89°48'45' WEST 319.40 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 11565.00 FEET, A CENTRAL ANGLE OF 2°18'45", CHORD OF SAID ARC BEARS SOUTH 89'01'54" WEST 466.63 FEET) 466.66 FEET; THENCE NORTH 46°52'35" WEST 69.50 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF 3RD STREET; THENCE ALONG SAID EAST RIGHT-OF-WAY LINE NORTH 00°26'23" WEST 472.24 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THE FOLLOWING DESCRIBED TRACT. COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 22, WHENCE THE WEST QUARTER CORNER BEARS NORTH 00°26'23" WEST 2648.73 FEET. SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION; THENCE ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 89`29'27" EAST 30.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF 3RD STREET AND THE POINT OF BEGINNING; THENCE ALONG SAID LINE NORTH 0O26'23" WEST 91.34 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY NO. 66; THENCE ALONG SAID LINE THE FOLLOWING FOUR COURSES; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 11415.00 FEET, A CENTRAL ANGLE OF 02°35'13" AND A CHORD WHICH BEARS NORTH 88'53'39" EAST 515.37 FEET), 515.42 FEET; THENCE SOUTH 89°48'45" EAST 320.87 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 11415.00 FEET. A CENTRAL ANGLE OF 04°13'32" AND A CHORD WHICH BEARS SOUTH 88°49'23" EAST 841.66 FEET), 841.85 FEET; THENCE SOUTH 87'34'04" EAST 930.73 FEET TO A POINT ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22; THENCE ALONG SAID EAST LINE SOUTH 00'33'32" EAST 20.28 FEET TO THE SOUTH QUARTER CORNER OF SAID SECTION 22; THENCE ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION SOUTH 89°29'27" WEST 2607.12 FEET TO THE POINT OF BEGINNING. THUS DESCRIBED TRACTS CONTAIN 35.757 ACRES MORE OR LESS. • • Name of Subdivision: Applicable Section(s): Copies Required: TOWN OF MEAD LAND USE CODE FORM D-3 APPLICATION AND DECISION RECORD FOR A MAJOR LAND USE CHANGE OF MAJOR IMPACT CHANGE IN USE (ZONING) Equinox Rezoning PA's 1-6 1-4. 6-9 A. Change in Land Use Submission Requirements. 1. Applicant's name. address and telephone number: Mead Development Group; 9055 East Mineral Circle, Suite 100, Centennial. CO 80112 Ph. 303-726-2147 2. Provide a description of the current land use of the property, the proposed land use and the justification for the proposed change. The current land is used for agricultural purposes and supports one residence. The proposed land uses are Mixed Use and Single -Family Residential and will contain commercial, retail, civic, office, single-family detached. single-family attached, multi -family and recreational open spaces. This change in land use is justified based on the approval of uses for commercial and mixed use areas directly to the south and west. The approved uses and the proposed uses are in conformance with the land uses found in the Comprehensive Plan. 3. Legal Description of the property proposed for the land use change. Attached proof of ownership in the form of a current title policy (less than 30 days old), or other evidence of ownership acceptable to the Town Attorney: See Rezoning Exhibit A (attached) for legal descriptions. 4. Provide a list of the adjacent property (300 foot radius, excluding adjacent streets or other rights -of - way) certified by a title company within the previous 30 days. See Tab G. The owners listed are certified via Weld County. Multiple owners have been researched and included where applicable. 5. Propo=sed lard use change is located in %lead Performance District No. 3. 6. Attach the Fiscal Impact Analysis. Form O-4. or Form D -4C. 7. Attach the Agreement for payment of Review and Development Expenses Incurred by the Town, Form D-5. a Acpiiratlon fee i rcn-refundable;= 550.00 b. Cash deposit (refundable) for reimbursement of Towns cost of processing application, publishing and mailed notices. legal. engineering and consulting fees = $2500.00 3. Signature cf the Applicant: By this acknowledgement, the undersigned hereby certify that the above information is complete and true. ( If the applicant is not the c _errs of tue subject property the owneris?. mortgage and/or lienhcider snail also sign the Application.) • I • • Owner , t / t Rodney J. Schmidt STATE OF COLORADO) )SS. COUNTY OF WP‘0 ) Date: �( • (u./ The foregoing instrument was acknowledged before me thisk "day of /114K i 20 £' by Y'c %.-•.y ri My commission expires:/O'-23 c:// `\CP. DF9s/% Witness my hand and official seal. J j ' 3.7_ �OTARy'�-- /l/)cu .. +. r % ) C -11--'1 , , t-4, �•� s NotaryPublic = F i %N�:.,%UL%G i0a Owner: J' , - I ' " Date: 3 1' L- R t. �/4%OF OcOCI: Mead Partners Operating, LLC by Rodney J. Schmidt, Manager n "C° ""�" STATE OF COLORADO) )SS. COUNTY OF ) The foregoing instrument was acknowledged before me this /6/day of My commission expires: /O--25 // Witness my hand and official seal. (,/ 77.r Owner: , Robert Chansler STATE OF COLORADO) )SS. COUNTY OF !�•.4'r C /7 20c''/ by7« //7>1 l 1_ C4, ,/) /•iit. r'c',/e',-%7 Notary Public Date: /G -- -:"I " The foregoing instrument was acknowledged before me this/e' day of ./29/./7.'// 20(7 by My commission expires: X'- >' -it /� Witness my hand and official seal. .` ' R ft P• (P• .. 2.-z O• = r•s. O C= ♦ • ' pUlaV'nom moo S Notary Public Of , ,(- -._l Owner: /�ltyt-._i- ' Date: 3 /6 / c 9 I Equinox Mead, L4;C by George Ft Hanlon, Jr., Manager / STATE OF COLORADO) • • )SS. COUNTYOF, ) ) The foregoing instrument was acknowledged before me this 4 day of 1 C(_ r r ti-`, 20 (iby ( - , t( -Li )LC My commission expires: Witness my hand and official SOL' Pi CU.) D‘- ... / , r,L-C.,/ Notary Public L i Applicant: -' Date: ,� / (p , /O9 Mead"Development Group by Roger Hollard, Authorized Agent ; STATE OF COLORADO) )SS. COUNTY OF ) L) The foregoing instrument was acknowledged before me this: U' day of 1 in 1 c L) 20Cf) by l My commission expires: Witness my hand and official Seal C. C Notary Public 0 • • *****************APPLICANT NOT TO WRITE BELOW THIS LINE******************* B. Review Agency Comments. 1. Building Official: 2. Town Engineer: 3. Town Attorney: 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. Yes No 4 The application is: o Approved o 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 • • • 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: o Approved o Disapproved o Approved with the following conditions: a) 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 EXHIBIT A A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, TOWN OF MEAD, COUNTY OF WELD, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 22 WHENCE THE SOUTHWEST CORNER BEARS SOUTH 00°26'23" EAST 2648.73 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION; THENCE NORTH 88°50'51" EAST 30.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY OF 3RD STREET AND THE POINT OF BEGINNING; THENCE ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 88°50'51" EAST 1185.50 FEET TO A POINT ON THE WESTERLY BOUNDARY OF MULLIGAN RESERVOIR; THENCE ALONG THE BOUNDARY OF SAID MULLIGAN RESERVOIR THE FOLLOWING 15 COURSES; THENCE SOUTH 15°09'21" EAST 283.80 FEET; THENCE SOUTH 22°38'20" EAST 191.40 FEET; THENCE SOUTH 45°12'21" EAST 151.80 FEET; THENCE NORTH 64°29'39" EAST 129.30 FEET; THENCE NORTH 37°40'39" EAST 154.50 FEET; THENCE SOUTH 82°23'21" EAST 110.90 FEET; THENCE SOUTH 48°31'21" EAST 126.40 FEET; THENCE SOUTH 15°25'21" EAST 197.70 FEET; THENCE SOUTH 00°36'39" WEST 223.70 FEET; THENCE SOUTH 21°35'21" EAST 145.20 FEET; THENCE SOUTH 71°15'21" EAST 128.90 FEET; THENCE SOUTH 81°55'21" EAST 308.50 FEET; THENCE NORTH 67°28'39" EAST 175.20 FEET; THENCE NORTH 49°09'39" EAST 131.40 FEET; THENCE NORTH 23°17'39" EAST 192.26 FEET; THENCE NORTH 69°39'13" EAST 76.17 FEET TO THE NORTHWEST CORNER OF LOT B OF RECORDED EXEMPTION NO. 1207-22-4-AMRE-2318; THENCE ALONG THE BOUNDARY OF SAID LOT B THE FOLLOWING 3 COURSES; THENCE SOUTH 01`09'47" EAST 575.55 FEET; THENCE SOUTH 88"49'54" WEST 318.27 FEET: THENCE SOUTH 00°26'39" EAST 521.10 FEET TO THE NORTHEAST CORNER OF TRACT 2 OF WEINGARDT ESTATES; THENCE ALONG THE NORTH LINE OF SAID TRACT 2 SOUTH 88'49'43" WEST 1076.97 FEET TO THE SOUTHEAST CORNER OF THE EBERL AGRICULTURAL UNIT DEVELOPMENT; THENCE ALONG THE BOUNDARY LINE OF SAID EBERL AGRICULTURAL UNIT DEVELOPMENT THE FOLLOWING 2 COURSES; THENCE NORTH 00'26'23" WEST 303.71 FEET; THENCE SOUTH 88`49'55" WEST 1403.01 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF 3RD STREET; THENCE ALONG SAID LINE NORTH 00°26'23" WEST 475.78 FEET TO THE SOUTHWEST CORNER OF LOT A OF RECORDED EXEMPTION NO. 1207-22-3 RE3126; THENCE ALONG THE BOUNDARY OF SAID LOT A THE FOLLOWING 3 COURSES; THENCE NORTH 89°33'37" EAST 276.73 FEET; THENCE NORTH 00°26'23" WEST 255.26 FEET; THENCE SOUTH 89°33'37" WEST 276.73 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF SAID 3RD STREET; THENCE ALONG SAID LINE NORTH 00°26'23" WEST 851.11 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 77.300 ACRES MORE OR LESS. THE WEINGARDT ESTATES SUBDIVISION AND THAT TRACT OF LAND LYING SOUTH OF COLORADO STATE HIGHWAY 66 ALL BEING LOCATED IN THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, TOWN OF MEAD, COUNTY OF WELD, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 22, WHENCE THE WEST QUARTER CORNER BEARS NORTH 00°26'23" WEST 2648.73 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION; THENCE ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 00`26'23" WEST 762.82 FEET; THENCE NORTH 88°49'43' EAST 30.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF 3RD STREET, SAID POINT BEING THE NORTHWEST CORNER OF WEINGARDT ESTATES AND THE POINT OF BEGINNING; THENCE ALONG THE NORTH LINE OF SAID WEINGARDT ESTATES NORTH 88°49'43' EAST 2479.98 FEET TO A POINT ON THE WEST BOUNDARY OF LOT B OF RECORDED EXEMPTION NO. 1207 -22 -4 -AM RE -2318; THENCE ALONG THE WEST BOUNDARY OF SAID LOT B SOUTH 00°26'39' EAST 614.82 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF COLORADO STATE HIGHWAY 66; THENCE ALONG THE NORTH LINE OF SAID RIGHT-OF-WAY THE FOLLOWING 4 COURSES; THENCE NORTH 87°34'04' WEST 794.68 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 11565.00 FEET, A CENTRAL ANGLE OF 04°12'46" AND A CHORD WHICH BEARS NORTH 88°49'20" WEST 850.12 FEET), 850.32 FEET; THENCE NORTH 89°48'45' WEST 319.40 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 11565.00 FEET, A CENTRAL ANGLE OF 2°18'45", CHORD OF SAID ARC BEARS SOUTH 89°01'54" WEST 466.63 FEET) 466.66 FEET; THENCE NORTH 46052'35" WEST 69.50 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF 3RD STREET; THENCE ALONG SAID EAST RIGHT-OF-WAY LINE NORTH 00°26'23" WEST 472.24 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THE FOLLOWING DESCRIBED TRACT. COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 22, WHENCE THE WEST QUARTER CORNER BEARS NORTH 00°26'23" WEST 2648.73 FEET. SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION; THENCE ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 89' 29'27" EAST 30.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF 3RD STREET AND THE POINT OF BEGINNING; THENCE ALONG SAID LINE NORTH 00°26'23" WEST 91.34 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY N0. 66; THENCE ALONG SAID LINE THE FOLLOWING FOUR COURSES; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 11415.00 FEET, A CENTRAL ANGLE OF 02'35'13" AND A CHORD WHICH BEARS NORTH 88'53'39" EAST 515.37 FEET), 515.42 FEET; THENCE SOUTH 89°48'45" EAST 320.87 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 11415.00 FEET, A CENTRAL ANGLE OF 04'13'32" AND A CHORD WHICH BEARS SOUTH 88'49'23" EAST 841.66 FEET), 841.85 FEET; THENCE SOUTH 87'34'04" EAST 930.73 FEET TO A POINT ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22; THENCE ALONG SAID EAST LINE SOUTH 00°33'32" EAST 20.28 FEET TO THE SOUTH QUARTER CORNER OF SAID SECTION 22; THENCE ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION SOUTH 89°29'27" WEST 2607.12 FEET TO THE POINT OF BEGINNING. THUS DESCRIBED TRACTS CONTAIN 35.757 ACRES MORE OR LESS. • TOWN OF MEAD LAND USE CODE FORM D-4 FISCAL ANALYSIS (Required for all Preliminary and Final Applications) (for Major Land Use Changes) Applicable Section(s): Copies Required: Applicant's name, address and telephone number: Mead Development Group; 9055 East Mineral Circle, Suite 100, Centennial, CO 80112 Ph. 303-726-2147 Name of the Project: Mead - Equinox I. REVENUES. A. Recurring Revenues: 1. Market value all single family units [105,900,000]"' x factor [ 7 96 % ] 2) = Assessed Valuation Market value all multi -family units 146,800,000r x factor [ 7.96 % 12( = Assessed Valuation Property Tax. [$8,429,640.00] [$3, 725,280.00] Market value all mobile home units [NAr x factor [ 7.96 % ]" = Assessed Valuation IBA] Market value all non-residential structures [142,005,600]'' x factor [ 29% 12) = Assessed Valuation [$41,181,624.00] Total Assessed Valuation' [$53,336,544 00] Total Assessed Valuation [$53,336,544.00] x Town mill levy [ 11.522 mills ] "= Town Property Tax Revenue [$614,543.66] Total Assessed Valuation [$53,336,544.00] x St. Vrain School mill levy [ 46.285 mills ] ' = School Property Tax Revenue [$2 468,681.94] Total Assessed Valuation [$53,336,544.00] x Mt. View Fire District mill levy [ 11.744 mills j''' = Fire District Property Tax Revenue [$626,384.37] Total Assessed Valuation [$53,336,544.00] x Weld County mill levy [ 16.804 mills ]'') = County Property Tax Revenue [$896,267.29] Total Assessed Valuation [$53,336,544.00] x St. Vrain San. Dist. mill levy [ 0.806 mills ]j31 = St. Vrain San. Dist. Tax Revenue [$4,298.93] Page 1 of 7 D-0 Fonr 1,UG. Revise) 3 I ) d5 on Iii `. in -1 AI in S Total Assessed Valuation 1$53,336,544.00] x all other mill levies [ 4.454 mills ]` = Other Property Tax Revenue [$237,560.97] Total Property Tax Revenue [$4,847,737.15] 2. Sales Tax. Population in the development [1,440] x the last year's per capita collection [ $48.46 JO) = total annual sales tax revenue Estimated gross retail sales within the development [71,002,800.00'] x 2%'3) = total annual sales tax revenue 3. Sewer Revenue. Population in the development [1,440] x the last year's per capita collection f $130.37 J(3) = total annual sewer revenue ($69,782 40] [1,420,056.00] 5187,732 80] 4. Other Revenue (taxes, fees, permits, etc.). Population in the development [1,440] x the last year's per capita collection f $65.80 ](3) = total other revenue [$94,752.00] Nonresidential - business licenses, liquor licenses, etc.(3) = total annual other revenue [Unknown] TOTAL RECURRING REVENUE [$6,620,060.35] B. One -Time Revenues. 1. Building Permits. Market value of structure(s) [$53,336 544.00]t') x factor f .0099375 + $30.00/BP ]f3] = building permit revenue [$1,641,209.91] 2. Use Taxes. Market value of structure(s) [$53,336,544.00]' x 50% x 2% = use tax revenue [$533,365.44] 3. Sewer Plant Investment. Total taps x factor [ $7.000-00 ]11 = total PIF [Unknown] 4. Storm drainage. Number of dwelling units 1600] x $131 = residential storm drainage impact fees [$78,600.00] .Assumes full build out of 710, 028, 50% retail sales, S200 O. hleml U -1199n L UG Rev'sect 3-10 09 doc 3.IC:09 1 36 An Page 2 of 7 • Square feet of nonresidential development [710,028] x $0.08/ sq.ft. = nonresidential storm drainage impact fees [$56,802.24] 5. Transportation. Number of dwelling units [600] x $1,350 = residential transportation impact fees [$810,000.00] Square feet of nonresidential development [710,028] x $0.37/ sq.ft. = nonresidential transportation impact fees [$262,710.36] 6. Open Space. Number of dwelling units [600] x $1,852 = residential open space impact fees ($1,111,200.00] Square feet of nonresidential development (710.028] x $0.47/ sq.ft. = nonresidential open space impact fees ($333,713.16] 7. Police Protection. Number of dwelling units [600] x $50 = residential police protection impact fees [$30,000.00] Square feet of nonresidential development [710,028] x $0.01/ sq.ft. = nonresidential police protection impact fees [$7,100.28] 8. Municipal Facilities. Number of dwelling units [600] x $1, 697 = residential municipal facilities impact fees ($1,018,200.00] Square feet of nonresidential development [710,028] x $0.43/ sq.ft. = nonresidential municipal facilities impact fees [$305,312.04] 9. Park System. Number of dwelling units [600] x $462 = residential park system impact fees [$277,200.00] 10. Recreation Center. Number of dwelling units [600] x $1, 683 = residential recreation center impact fees ($1,009,800.00] 11. Downtown Revitalization (public facilities). Number of dwelling units [600] x $304 = residential downtown revitalization impact fees 12. Capital Equipment. Number of dwelling units [600] x $316 = residential capital equipment impact fees Mead la 4 LIC Rza'ed +.10-C9 doc 3110,09 .I ?.6 pm [$182,400 00] [$189,600.00] Page 3 of 7 S Square feet of nonresidential development [710,028] x $0.091 sq.ft. = nonresidential capital equipment impact fees [$63,902.52] TOTAL ONE TIME REVENUE [$7,911,115.95] II. EXPENDITURES. A. Recurring Costs. 1. Street Maintenance. Acres in development [113.1] x 4% x factor [ $2,287.00 f 3) = total street maintenance costs ($10,346.39] 2. Police Protection. Projected population at full development [1,440] x per capita cost of police protection [ $23.87 f 31 = total police protection costs ($34,372.80] Square feet of nonresidential development [710,028] x [unknown J3) = nonresidential police protection costs 3. General Government. Projected population at full development [1,440] x per capita cost of general government [ $87.18 = total general government costs Square feet of nonresidential development [710,028] x [unknown]i31= nonresidential general government costs 4. Parks and Recreation. Projected population at full development [1,440] x per capita cost of park maintenance [ $10.00 ]`3) = total park maintenance costs 5. Sewer Collection and Treatment. Projected population at full development [1,440] x per capita cost of sewer collection and treatment [ $100.20 ] dl = total sewer costs 6. Storm Water and Drainage. Projected population at full development [1,440] x per capita cost of storm water and drainage maintenance [ unknown ]' = total storm water costs Square feet of nonresidential development [710,028] x [ unknown ]''" = nonresidential storm water costs Mead -11:Ford un]. Re '"ed 310119 doc 3,10.09416 pm [ not available ($125,539.20] [ not available ] [$14,400] [$144,288.00] [ not available ] [not available] Page 4 of 7 S tip TOTAL RECURRING COSTS ($328,946.39] B. One -Time Costs. 1. Park and Recreation. Projected population at full development [1,440] x .001 facilities per capita x 5,000 sq.ft. x average cost per sq.ft. for recreation facilities f $65.00 ]t" = total recreation facilities costs 2. Sewer Plant. Projected population at full development [1,440] x gallons per capita ( 120 gal. p3) x cost per gallon of capacity ( $3.50 ]''° = total cost of sewer plant ($468,000.00] [$604,800.00] TOTAL ONE-TIME COSTS ($1,072,800.00] TOTAL RECURRING REVENUES TOTAL RECURRING EXPENDITURES f$6,620,060.35] [$328,946.39] DIFFERENCE [$6,291,113.96] TOTAL ONE-TIME REVENUES TOTAL ONE-TIME EXPENDITURES ($7,911,115.95] ($1,072,800.00] DIFFERENCE [$6,838,315.95] **iii*********************************************************1********** * Calculations are based on a maximum of 600 dwelling units and a maximum non-residential square footage of 710,028 sf. Fhese numbers will change once product and land use mixes are finalized at time of Final Plat. M, -ad 3-0 Fu,m I UC PEL,.'red ]-I,,lac 9 10.04 4 V, pm Page 5 of 7 S (r• 0• 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 A plic tio'-' Owner ..5 Rodney J. Schmidt STATE OF COLORADO) COUNTY OFWe C r, i SS. Date 31le, I c9 The foregoing instrument was acknowledged before me this/ht`lday of DISK (1/1 20 (i by IRci ;!Y 9 My commission expires: /O _23--1o// Witness my hand and official seal. Owner Notary Public Date: 3 II lr ws Mead Partners Operating, LLC by Rodney J. Schmidt, Manager STATE OF COLORADO) COUNTY OF \Jut ( u SS. ; The foregoing instrument was acknowledged before me this Ho 'd'ay of /J9li(CA My commission expires: /0 - 93 Jo // Witness my hand and official seal. Owner Robert Chansler STATE OF COLORADO) COUNTY OF WI )SS. Notary Public 20 20efby Kt.,Ciel SS.in ) O 4,4 Date: = —/f — r er% The foregoing instrument was acknowledged before me thislc> day of 47A;c4 . Ei9S4 0.;.• . �: • 'C p` R t' •• O s. 2 e ar.a PugVw 20C,! by .1". C%L.,, Page 6 of 7 • its D• Owner: Equine STATE OF COLORADO) )55. COUNTY QF Date: 2//i �o 9 by George R. Hanlon, Jr., Manager f The foregoing instrument was acknowledged before me this A day of My commission expires:' EMILY VIP;'_ Witness my hand and ofpoiptsgAi PU`il !C STATE OF COLORADO C -r Notary Public r /) Applicant: Date: ?// 7oi Mead Development Group by Roger Hollard, Authorized Agent STATE OF COLORADO) )55. COUNTY On//f ) t'- 1-' The foregoing instrument was acknowledged before me this 4' day of N (i1 ( 1.2 (q l i' 1C 2O C7 by ( 11-r n My commission expires; Witness my; hand and off1Clat �et) ;,,;, ,.)VAf 1'J�wiC s iAR: 'FGCLOR"IO Mead - D-4 Form LUG- Revised 3-10-09 3/10/09 4.36 pm Notary Lt tC Public ( L_/ J i lCCt1�C1 fy..t- H -o flat: Page 7 of 7 • • • 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 thisg day of/J7h? /r, A.D. 201 by and between the TOWN OF MEAD, COLORADO, a municipal Corporation, hereinafter referred to as "the Town," and Mead Development Group. 9055 East Mineral Circle, Suite 100, Centennial, CO 80112, hereinafter referred to as "the Owner/Developer;" WITNESSETH: WHEREAS, the Owner/Developer owns of certain property situated in the County of Weld, State of Colorado, and legally described as follows, to -wit: See Exhibit A — Legal Description. 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/Developer desires to develop said property and has made application to the Board of Trustees of the Town of Mead for approval of Equinox Annexation and Rezoning PA's 1-6 PUD Application; and WHEREAS, the Parties hereto recognize that the cash deposits and non-refundable 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, planning services, 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 development project; NOW, THEREFORE, in consideration of the premises and of the mutual promises and conditions hereinafter contained, it is hereby agreed as follows: FULL AND SEPARATE ACCOUNTING OF REVIEW AND DEVELOPMENT EXPENSES. The Town will maintain separate accounts of all monies collected and expended as a result of the review of the above referenced application throughout the development process. Monthly statements of expenses incurred and the balance remaining in the account will be made available to the Developer by the Town. EXPENDITURE OF FEES PAID BY THE DEVELOPER. Page 1 of 7 • The Town shall expend the monies collected from the Developer in the form of land use fees and cash deposits, in the payment of expenses incurred in processing the Owner/Developer's request, throughout the development process until final completion of the project. Expenses shall include, but not limited to, fees charged to the Town for legal publications, planning services, engineering services, attorney services, consultant services, reproduction of material, public hearing expenses, the securing of permits and easements and the recording of documents. Any cash deposits held by the Town and not expended, will be refunded to the Developer, without interest, upon completion or termination of project. 3. PAYMENT OF REVIEW AND OTHER EXPENSES BY THE OWNER/DEVELOPER. In the event that the Town incurs expenses for the review of the Developer's request. greater than the monies collected from the Developer in the form of land use fees and cash deposits, the Developer shall reimburse the Town for the additional expenses and/or replenish the cash deposits to the level specified. Said reimbursement and/or replenishment shall be made within ten (10) days of the Town submitting an invoice for the expenses, or a demand for the replenishment of the cash deposit. Failure by the Developer to pay within the specified time shall be cause for the Town to cease processing the application, or deny the Developer of the right to appear before Planning Commission or the Board of Trustees, 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 Developer 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 Developer e.g., notify newspapers to cancel publications, etc. The Owner/Developer 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 Developer 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. PERSONAL GUARANTY. At the option of the Board of Trustees, the Developer may be required to provide a personal guaranty for the payment of review and other expenses. 7. ORIGINAL COUNTERPARTS. This Agreement may be executed as counterparts, each of which will be an original. but all of hhich together shall constitute one and the same instrument. IN WITNESS WHEREOF, the Town and the Developer ha,e caused this Agreement to be duly executed on the day and year first above written_ By this acknowledgment the undersigned hereby agreed to be bow ad by the terms and conditions of this agreement. Page 2 of 7 • • • Owner Rodney J. Schmidt STATE OF COLORADO) )SS. COUNTY OF WIC L) ) Date: 3 I / II:, /C / The foregoing instrument was acknowledged before me this/G?thday of .1 } ),)R (• i i , 200/ by ;' ` My commission expires: /1) Witness my hand and official seal. Notary Public Owner: =��. Date: -3'f;� �e i Mead Partners Operating, LLC by Rodney J. Schmidt, Manager STATE OF COLORADO) )SS. COUNTY OF WILT) ) \‘‘\‘`c se re The foregoing instrument was acknowledged before me this )X- Uday of /)1.ht q1 2Oq by t ;, k: ,,..( S G My commission expires: /j --)3 ✓ =// Witness my hand and official seal. Owner:'_ L Robert Chansler STATE OF COLORADO) )SS. COUNTY OF WILL) ) Notary Public Date: J� //•/ CT? • The foregoing instrument was acknowledged before me this day of /)14 c c j i My commission expires: /(•. -1y _c '// Witness my hand and official seal. A N T A •. U's • 0 R y•.Z a.• AOE1L1O 0z-../e9z- ft f004., ‘OTARL.�'< �.� Nom'•. (ratio cir #7 / .:0� ,, r n5U� ��t" 20 / by 4cr. i r`i..,., /2/2' �L� /1 7; ) L �,_..z� Notary Public - Page 3 of 7 • • • Owner: i' 47.--‘n5 l Date: 3/,'4 / Cg Equinox Mead, Lt,tby George R. Hanlon, Jr., Manager / STATE OF COLORADO) )SS. COUNTY OF J f-1I(:t4 Liice) 1 The foregoing instrument was acknowledged before me this '+ day of My commission expires: -/ L.,• .J Witness my hand and official seal. " EMILY ViNZ NOTARY PUBLIC Notary Public $ STATE OF COLORADO + fl',",1v^.,•iris; -x^irl'' naq;nfi') d Applicant: L t— ' Date: 1II (9 /Oa Mead Developmerit Group by Roger Hollard, Authorized A§ent v t_ 10,a C -- l 20 STATE OF COLORADO) )ss. COUNTY OF, (xLf ; -(6-. The foregoing instrument was acknowledged before me this" L day of I I (n ( f-''"-? 2& I by y My commission expires: 1;: /-3 /I C Witness my hand.aj officialeealp- r EMILY '11HZ NOTARY PUBLIC STATE CF COLORADO t 4 c C Notary Put4Ic,/ 4 •.0-i-••-I.?.9-I A ,ee "4v Commlmi;n Expires t4.n,r, 7•.' Page 4 of 7 EXHIBIT A A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, TOWN OF MEAD, COUNTY OF WELD, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 22 WHENCE THE SOUTHWEST CORNER BEARS SOUTH 00`26'23" EAST 2648.73 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION; THENCE NORTH 88°50'51" EAST 30.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY OF 3RD STREET AND THE POINT OF BEGINNING; THENCE ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 88°50'51" EAST 1185.50 FEET TO A POINT ON THE WESTERLY BOUNDARY OF MULLIGAN RESERVOIR; THENCE ALONG THE BOUNDARY OF SAID MULLIGAN RESERVOIR THE FOLLOWING 15 COURSES; THENCE SOUTH 15°09'21" EAST 283.80 FEET; THENCE SOUTH 22°38'20" EAST 191.40 FEET; THENCE SOUTH 45°12'21" EAST 151.80 FEET; THENCE NORTH 64°29'39" EAST 129.30 FEET; THENCE NORTH 37°40'39" EAST 154.50 FEET; THENCE SOUTH 82°23'21" EAST 110.90 FEET; THENCE SOUTH 48°31'21" EAST 126.40 FEET; THENCE SOUTH 15°25'21" EAST 197.70 FEET; THENCE SOUTH 00°36'39" WEST 223.70 FEET; THENCE SOUTH 21"35'21" EAST 145.20 FEET; THENCE SOUTH 71°15'21" EAST 128.90 FEET; THENCE SOUTH 81°55'21" EAST 308.50 FEET; THENCE NORTH 67'28'39" EAST 175.20 FEET; THENCE NORTH 49°09'39" EAST 131.40 FEET; THENCE NORTH 23°17'39" EAST 192.26 FEET; THENCE NORTH 69°39'13" EAST 76.17 FEET TO THE NORTHWEST CORNER OF LOT B OF RECORDED EXEMPTION NO. 1207-22-4-AMRE-2318; THENCE ALONG THE BOUNDARY OF SAID LOT B THE FOLLOWING 3 COURSES; THENCE SOUTH 01'09'47" EAST 575.55 FEET; THENCE SOUTH 88°49'54" WEST 318.27 FEET; THENCE SOUTH 0O26'39" EAST 521.10 FEET TO THE NORTHEAST CORNER OF TRACT 2 OF WEINGARDT ESTATES; THENCE ALONG THE NORTH LINE OF SAID TRACT 2 SOUTH 88'49'43" WEST 1076.97 FEET TO THE SOUTHEAST CORNER OF THE EBERL AGRICULTURAL UNIT DEVELOPMENT; THENCE ALONG THE BOUNDARY LINE OF SAID EBERL AGRICULTURAL UNIT DEVELOPMENT THE FOLLOWING 2 COURSES; THENCE NORTH 00'26'23" WEST 303.71 FEET; Page 5 of 8 THENCE SOUTH 88°49'55" WEST 1403.01 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF 3RD STREET; THENCE ALONG SAID LINE NORTH 00°26'23" WEST 475.78 FEET TO THE SOUTHWEST CORNER OF LOT A OF RECORDED EXEMPTION NO. 1207-22-3 RE3126; THENCE ALONG THE BOUNDARY OF SAID LOT A THE FOLLOWING 3 COURSES; THENCE NORTH 89°33'37" EAST 276.73 FEET; THENCE NORTH 00°26'23" WEST 255.26 FEET; THENCE SOUTH 89°33'37" WEST 276.73 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF SAID 3RD STREET; THENCE ALONG SAID LINE NORTH 00°26'23" WEST 851.11 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 77.300 ACRES MORE OR LESS. Page 6 of 8 THE WEINGARDT ESTATES SUBDIVISION AND THAT TRACT OF LAND LYING SOUTH OF COLORADO STATE HIGHWAY 66 ALL BEING LOCATED IN THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, TOWN OF MEAD, COUNTY OF WELD, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 22, WHENCE THE WEST QUARTER CORNER BEARS NORTH 00°26'23" WEST 2648.73 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION; THENCE ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 00`26'23" WEST 762.82 FEET; THENCE NORTH 88°49'43' EAST 30.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF 3RD STREET, SAID POINT BEING THE NORTHWEST CORNER OF WEINGARDT ESTATES AND THE POINT OF BEGINNING; THENCE ALONG THE NORTH LINE OF SAID WEINGARDT ESTATES NORTH 88°49'43' EAST 2479.98 FEET TO A POINT ON THE WEST BOUNDARY OF LOT B OF RECORDED EXEMPTION NO. 1207 -22 -4 -AM RE -2318; THENCE ALONG THE WEST BOUNDARY OF SAID LOT B SOUTH 00°26'39' EAST 614.82 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF COLORADO STATE HIGHWAY 66; THENCE ALONG THE NORTH LINE OF SAID RIGHT-OF-WAY THE FOLLOWING 4 COURSES; THENCE NORTH 8734'04' WEST 794.68 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 11565.00 FEET, A CENTRAL ANGLE OF 04"12'46" AND A CHORD WHICH BEARS NORTH 88"49'20" WEST 850.12 FEET), 850.32 FEET; THENCE NORTH 89°48'45' WEST 319.40 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 11565.00 FEET, A CENTRAL ANGLE OF 2°18'45", CHORD OF SAID ARC BEARS SOUTH 89"01'54" WEST 466.63 FEET) 466.66 FEET; THENCE NORTH 46°52'35" WEST 69.50 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF 3RD STREET; THENCE ALONG SAID EAST RIGHT-OF-WAY LINE NORTH 00°26'23" WEST 472.24 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THE FOLLOWING DESCRIBED TRACT. COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 22, WHENCE THE WEST QUARTER CORNER BEARS NORTH 00'26'23" WEST 2648.73 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION; THENCE ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 89' 29'27" EAST 30 00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF 3RD STREET AND THE POINT OF BEGINNING: Page 7 of 8 THENCE ALONG SAID LINE NORTH 00°26'23" WEST 91.34 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY N0. 66; THENCE ALONG SAID LINE THE FOLLOWING FOUR COURSES; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 11415.00 FEET, A CENTRAL ANGLE OF 02°35'13" AND A CHORD WHICH BEARS NORTH 88°53'39" EAST 515.37 FEET), 515.42 FEET; THENCE SOUTH 89°48'45" EAST 320.87 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 11415.00 FEET, A CENTRAL ANGLE OF 04°13'32" AND A CHORD WHICH BEARS SOUTH 88°49'23" EAST 841.66 FEET), 841.85 FEET; THENCE SOUTH 87°34'04" EAST 930.73 FEET TO A POINT ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22; THENCE ALONG SAID EAST LINE SOUTH 00°33'32" EAST 20.28 FEET TO THE SOUTH QUARTER CORNER OF SAID SECTION 22; THENCE ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION SOUTH 89°29'27" WEST 2607.12 FEET TO THE POINT OF BEGINNING. THUS DESCRIBED TRACTS CONTAIN 35.757 ACRES MORE OR LESS. Page 8 of 8 • • • Equinox Annexation, PA's 1-6 PUD PETITION FOR ANNEXATION TO: THE BOARD OF TRUSTEES OF THE TOWN OF MEAD, COLORADO: We, Rodney J. Schmidt (Debrine Property) and Equinox Mead, LLC by George R. Hanlon, Manager (Hurt Property) the undersigned landowner(s), 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 legal description in Exhibit A, attached hereto and incorporated herein by this reference. that: As part of this petition, your petitioner further states to the Board of Trustees of Mead, Colorado, 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 (.3200 000.00) for ad valorem tax ourposes for the year next preceding the annexation. has been inc:cded within the area proposed to he 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; 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 continuous 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 Single Family Residential and Mixed Use in Performance District 3. 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 Applica Owner: Rodney J. Schmidt STATE OF COLORADO) )SS. COUNTY OF WE()) ) The foregoing instrument was acknowledged before me this f(t"day of jti)ae, t3 Date: 3 I I C7 2 (�; My commission emijneaum4/ -X? Witness my F }FprnY'offfcigt 2j. Owner: see t No ary Public %Nj,'•.AVBLIG /O ..... •• 'QQ a Date: Equinox Mjeayj, C®Y E%�rge R. Hanlon, Jr., Manager STATE OF COLORADO) )SS. COUNTY OF 20C_Lby'. The foregoing instrument was acknowledged before me this _ day of 20 by My commission expires: Witness my hand and official seal. Notary Public • • • 6. The zoning classification (land use) requested for the area proposed to be annexed is Single Family Residential and Mixed Use in Performance District 3. 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: Date: Rodney J. Schmidt STATE OF COLORADO) )SS. COUNTY OF The foregoing instrument was acknowledged before me this day of 20 by My commission expires: Witness my hand and official seal. Notary Public Owner: / I)k'r1& bDate: 3 f/‘ /'® Equinox Mead, LL by 3eorge R. Hanlon, Jr., Manager / / l STATE OF COLORADO) )SS. COUNTY OF ) 1r ;._ihtl"it . ,i1._.) The foregoing instrument was acknowledged before me this ) day of Fin_ I CL_) 20 (-1lby./ t cf` iot:) -/- j- _/)IC My commission expires: Witness my hand and official seal N11l._Y VIM' PJOTARY PUBLIC STATE OF COLORADO �( 1 L 1 Notary Public \ / • • Applicant: ��—�. Date: Mead Development Group by Roger Hollard, Authorized Agent 1 STATE OF COLORADO) )SS. COUNTY OF The foregoing instrument was acknowledged before me thisy 1(' day of it- , V , 20 Lf �y rcl+t y ' 3A6 701 My commission expires: Witness my hand and official seal. EMILY NOTARY PUBLIC STATE OP COLORADO Landowner/Petitioner Mailing Address Rodney Schmidt 1873 Blue Mountain Road Longmont, CO 80504 Equinox Mead, LLC by George R. Hanlon, Jr., Manager 9055 East Mineral Circle, Suite 100, Centennial, CO 80112 Mead Development Group by Roger Hollard, Authorized Agent 9055 East Mineral Circle, Suite 100, Centennial, CO 80112 C Notary Public r Date Signed 3elt oq 3/1 6/0q 3/1! 44 Legal Description of Land Owned See Exhibit A See Exhibit A See Exhibit A • • • AFFIDAVIT OF CIRCULATOR STATE OF COLORADO ss. COUNTY OF ) iLI c,,G �U-6r ci 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 [ ] 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 q The foregoing instrument was acknowledged before me this /!7 day of in arch200 ! by (Lv�4 Ifoi(ard My commission expires: Witness My hand and official seal. Notary Public EXHIBIT A A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, TOWN OF MEAD, COUNTY OF WELD, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 22 WHENCE THE SOUTHWEST CORNER BEARS SOUTH 00'26'23" EAST 2648.73 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION; THENCE NORTH 88°50'51" EAST 30.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY OF 3RD STREET AND THE POINT OF BEGINNING; THENCE ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 88'50'51" EAST 1185.50 FEET TO A POINT ON THE WESTERLY BOUNDARY OF MULLIGAN RESERVOIR; THENCE ALONG THE BOUNDARY OF SAID MULLIGAN RESERVOIR THE FOLLOWING 15 COURSES; THENCE SOUTH 15'09'21" EAST 283.80 FEET; THENCE SOUTH 22"38'20" EAST 191.40 FEET; THENCE SOUTH 45°12'21" EAST 151.80 FEET; THENCE NORTH 64"29'39" EAST 129.30 FEET; THENCE NORTH 37°40'39" EAST 154.50 FEET; THENCE SOUTH 82°23'21" EAST 110.90 FEET; THENCE SOUTH 48°31'21" EAST 126.40 FEET; THENCE SOUTH 15°25'21" EAST 197.70 FEET; THENCE SOUTH 00°36'39" WEST 223.70 FEET; THENCE SOUTH 21`35'21" EAST 145.20 FEET; THENCE SOUTH 71°15'21" EAST 128.90 FEET; THENCE SOUTH 81°55'21" EAST 308.50 FEET; THENCE NORTH 67°28'39" EAST 175.20 FEET; THENCE NORTH 49°09'39" EAST 131.40 FEET; THENCE NORTH 23°17'39" EAST 192.26 FEET; THENCE NORTH 69`39'13" EAST 76.17 FEET TO THE NORTHWEST CORNER OF LOT B OF RECORDED EXEMPTION NO. 1207-22-4-AMRE-2318; THENCE ALONG THE BOUNDARY OF SAID LOT B THE FOLLOWING 3 COURSES; THENCE SOUTH 01"09'47" EAST 575.55 FEET; THENCE SOUTH 88"49'54" WEST 318.27 FEET; THENCE SOUTH 00'26'39" EAST 521.10 FEET TO THE NORTHEAST CORNER OF TRACT 2 OF WEINGARDT ESTATES; THENCE ALONG THE NORTH LINE OF SAID TRACT 2 SOUTH 88'49'43" WEST 1076.97 FEET TO THE SOUTHEAST CORNER OF THE EBERL AGRICULTURAL UNIT DEVELOPMENT: r THENCE ALONG THE BOUNDARY LINE OF SAID EBERL AGRICULTURAL UNIT DEVELOPMENT THE FOLLOWING 2 COURSES; THENCE NORTH 00`26'23" WEST 303.71 FEET; THENCE SOUTH 88°49'55" WEST 1403.01 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF 3RD STREET; THENCE ALONG SAID LINE NORTH 00"26'23" WEST 475.78 FEET TO THE SOUTHWEST CORNER OF LOT A OF RECORDED EXEMPTION NO. 1207-22-3 RE3126; THENCE ALONG THE BOUNDARY OF SAID LOT A THE FOLLOWING 3 COURSES; THENCE NORTH 89°33'37" EAST 276.73 FEET; THENCE NORTH 00°26'23" WEST 255.26 FEET; THENCE SOUTH 89°33'37" WEST 276.73 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF SAID 3RD STREET; THENCE ALONG SAID LINE NORTH 00°26'23" WEST 851.11 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 77.300 ACRES MORE OR LESS. nd Title WARM,. II COMPANY Date: 03-16-2009 Property Address: SCHMIDT/HURT Land Title Guarantee Company CUSTOMER DISTRIBUTION Our Order Number: ABC25078341.1 If you have any inquiries or require further assistance, please contact one of the numbers below: For Title Assistance: Commercial Title "ABC" Unit Scott Bennetts 14001 E ILIFF AVE #500 AURORA, CO 80014 Phone: 303-636-2775 Fax: 303-850-4184 EMail: sbennetts@Itgc.com EQUINOX LAND GROUP 9055 E MINERAL OR #200 CENTENNIAL, CO 80112 Attn: ROGER HOLLARD Phone: 303-799-6000 Fax: 720-346-0052 Copies: 1 EMail: roger@equinoxland.com Linked Commitment Delivery NORRIS DESIGN 1101 BANNOCK STREET DENVER, CO 80204 Attn: JOHN DURHAM Phone: 303-892-1166 Copies: 1 EMail: jdurham@norris-design.com Linked Commitment Delivery NORRIS DESIGN 1101 BANNOCK STREET DENVER, CO 80204 Attn: BONNIE NIZIOLEK Phone: 303-892-1166 Copies: 1 EMail: bniziolek@norris-design.com Linked Commitment Delivery 1,41 Land Title (.II ARA\ IE1 COMPANY Property Address: SCHMIDT/HURT Land Title Guarantee Company Buyer/Borrower: A PURCHASER TO BE DETERMINED Date: 03-16-2009 Our Order Number: ABC25078341.1 Seller/Owner: EQUINOX MEAD LLC, A COLORADO LIMITED LIABILITY COMPANY Need a map or directions for your upcoming closing? Check out Land Title's web site at www.ltgc.com for directions to any of our 54 office locations. ESTIMATE OF TITLE FEES TBD Commitment $214.00 If Land Title Guarantee Company will be closing this transaction, above fees will be collected at that time. TOTAL $214.00 Form CONTACT 06/04 THANK YOU FOR YOUR ORDER! LAND TITLE GUARANTEE COMPANY INVOICE nd Title IUARAN I LL COMPANY Owner: EQUINOX MEAD LLC. A COLORADO LIMITED LIABILITY COMPANY Property Address: SCHMIDT/HURT Your Reference No.: When referring to this order, please reference our Order No. ABC25078341.1 - CHARGES - TBD Commitment S214.00 --Total-- $214.00 • Please make checks payable to: Land Title Guarantee Company P.O. Box 5440 Denver, CO 80217 Old Republic National Title Insurance Company ALTA COMMITMENT Our Order No. ABC25078341.1 Schedule A Cust. Ref.: Property Address: SCHMIDT/HURT 1. Effective Date: March 05. 2009 at 5:00 P.M. 2. Policy to be Issued, and Proposed Insured: "TBD" Commitment Proposed Insured: A PURCHASER TO BE DETERMINED 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: A Fee Simple 4. Title to the estate or interest covered herein is at the effective date hereof vested in: EQUINOX MEAD LLC, A COLORADO LIMITED LIABILITY COMPANY 5. The Land referred to in this Commitment is described as follows: SEE ATTACHED PAGE(S) FOR LEGAL DESCRIPTION Our Order No: ABC25078341.1 i PARCEL I: LEGAL DESCRIPTION LOT A OF RECORDED EXEMPTION NO. 1207-22-3-RE1068, ACCORDING TO THE MAP RECORDED FEBRUARY 23, 1988 AT RECEPTION NO. 2131670, BEING A PORTION OF THE SOUTH 1/2 OF SECTION 22, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO. PARCEL II: LOT B OF RECORDED EXEMPTION NO. 1207-22-3 RE3126, ACCORDING TO THE MAP RECORDED OCTOBER 10, 2001 AT RECEPTION NO. 2891019, BEING A PORTION OF THE SOUTH 1/2 OF SECTION 22, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO. S I ALTA COMMITMENT Schedule B-1 (Requirements) The following are the requirements to be complied with: Our Order No. ABC25078341.1 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: 1. RELEASE OF DEED OF TRUST DATED NOVEMBER 16, 2007 FROM EQUINOX MEAD LLC, A COLORADO LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF WELD COUNTY FOR THE USE OF RODNEY J. SCHMIDT AND TOM SCHMIDGALL TO SECURE THE SUM OF $1,113,549.00 RECORDED NOVEMBER 28, 2007, UNDER RECEPTION NO. 3519973. FIRST AMENDMENT AGREEMENT IN CONNECTION WITH SAID DEED OF TRUST WAS RECORDED SEPTEMBER 02, 2008 UNDER RECEPTION NO. 3575609. 2. WARRANTY DEED FROM EQUINOX MEAD LLC, A COLORADO LIMITED LIABILITY COMPANY TO A PURCHASER TO BE DETERMINED CONVEYING SUBJECT PROPERTY. NOTE: ADDITIONAL REQUIREMENTS OR EXCEPTIONS MAY BE NECESSARY AT SUCH TIME AS THE BUYERS NAMES ARE ADDED TO THIS COMMITMENT. S ALTA COMMITMENT Schedule B-2 (Exceptions) Our Order No. ABC25078341.1 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, shortage 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 theretofore 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. Taxes and assessments not yet due or payable and special assessments not yet certified to the Treasurer's office. 7. Any unpaid taxes or assessments against said land. 8. Liens for unpaid water and sewer charges, if any. • 9. RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS FOR WELD COUNTY. RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. 10. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED MAY 29, 1899, IN BOOK 132 AT PAGE 315. 11. RIGHT OF WAY EASEMENT AS GRANTED TO THE HIGHLAND DITCH COMPANY IN INSTRUMENT RECORDED APRIL 07, 1923, IN BOOK 711 AT PAGE 17. 12. TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT AND SATISFACTION FOR RIGHT OF WAY FOR A PIPE LINE RECORDED FEBRUARY 25, 1927 IN BOOK 801 AT PAGE 520. 13. AN UNDIVIDED 1/5 INTEREST IN ALL OIL AND MINERAL RIGHTS AS RESERVED IN INSTRUMENTS RECORDED OCTOBER 9, 1957 IN BOOK 1313 AT PAGES 334, 335, AND 336 AND ANY AND ALL ASSIGNMENTS THEREOF OR INSTRUMENTS THEREIN. • ALTA COMMITMENT Schedule B-2 (Exceptions) Our Order No. ABC25078341.1 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: 14. TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT FOR RIGHT OF WAY FOR PIPE LINE RECORDED MARCH 17, 1911 IN BOOK 1157 AT PAGE 498. IS. RIGHT OF WAY EASEMENT AS GRANTED TO LONGS PEAK WATER ASSOCIATION IN INSTRUMENT RECORDED AUGUST 22, 1960, IN BOOK 1564 AT PAGE 466. 16. TERMS. CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED APRIL 09, 1964 AT RECEPTION NO. 1433486 AND ADDENDUM AGREEMENT AND EASEMENT RECORDED NOVEMBER 15, 1990 AT RECEPTION NO. 2233125, AND RECORDED APRIL 17, 1991 AT RECEPTION NO. 2247385. 17. OIL AND GAS LEASE RECORDED JUNE 17, 1970 UNDER RECEPTION NO. 1549384 IN BOOK 627 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN. NOTE: EXTENSION OF THE ABOVE LEASE AS CLAIMED BY AFFIDAVIT OF PRODUCTION WAS RECORDED SEPTEMBER 28, 2001 UNDER RECEPTION NO. 2887709 AND RECORDED SEPTEMBER 28, 2001 AT RECEPTION NO. 2887710. 18. TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT FOR USE OF GAS RECORDED OCTOBER 04, 1982 AT RECEPTION NO. 1905441. 19. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF RE -1068 RECORDED RECORDED FEBRUARY 23, 1988 AT RECEPTION NO. 2131670. 20. TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT AND EASEMENT, RECEIPT AND RELEASE RECORDED MAY 03, 1989 AT RECEPTION NO. 2178441. 21. TERMS, CONDITIONS AND PROVISIONS OF NOTICE OF OIL AND GAS INTERESTS AND SURFACE USE RECORDED DECEMBER 12, 2000 AT RECEPTION NO. 2812805. 22. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS. RESERVATIONS AND NOTES ON THE PLAT OF RE -3126 RECORDED OCTOBER 10, 2001 AT RECEPTION NO. 2891019. 23. ALL OIL, GAS, MINERALS AND OTHER MINERAL RIGHTS AS EXCLUDED IN INSTRUMENT S ALTA COMMITMENT Schedule B-2 (Exceptions) Our Order No. ABC25078341.1 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: RECORDED DECEMBER 22, 2005, UNDER RECEPTION NO. 3349526. 24. ANY POSSIBLE WATER ENCROACHMENTS OR SEEPAGE DAMAGE OR OTHER MATTERS ARISING OUT OF THE FACT THAT THE SUBJECT PROPERTY IS BOUNDED BY WATER, MULLIGAN RESERVOIR. 25. CONCRETE DITCH AND FIELD ROADS AS SHOWN ON IMPROVEMENT LOCATION CERTIFICATE DATED NOVEMBER 14, 2007 PREPARED BY TETRA TECH THEIR JOB NO. #5230.001.00. • • NOTE: THE FOLLOWING NOTICES PURSUANT TO CRS 9-1.5-103 CONCERNING UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER. THESE STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, RECORDED OCTOBER 1, 1981 IN BOOK 949 AT RECEPTION NO. 1870705. (B) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 IN BOOK 990 AT RECEPTION NO. 1919757. (C) ASSOCIATED NATURAL GAS, INC., RECORDED JULY 20, 1984 IN BOOK 1037 AT RECEPTION NO. 1974810 AND RECORDED OCTOBER 1, 1984 IN BOOK 1045 AT RECEPTION NO. 1983584 AND RECORDED MARCH 3, 1988 IN BOOK 1187 AT RECEPTION NO. 2132709 AND RECORDED APRIL 10, 1989 IN BOOK 1229 AT RECEPTION NO. 2175917. (D) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1, 1981 IN BOOK 949 AT RECEPTION NO. 1870756 AND RECORDED JUNE 26, 1986 IN BOOK 1117 AT RECEPTION NO. 2058722. (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31, 1984 IN BOOK 1041 AT RECEPTION NO. 1979784. (F) UNION RURAL ELECTRIC ASSOCIATION, INC., RECORDED OCTOBER 5, 1981 IN BOOK 949 AT RECEPTION NO. 1871004. (G) WESTERN GAS SUPPLY COMPANY, RECORDED APRIL 2, 1985 IN BOOK 1063 AT RECEPTION NO. 2004300. (H) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 IN BOOK 952 AT RECEPTION NO. 1874084. (I) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO. 2164975. (J) UNITED POWER, INC., RECORDED JANUARY 24, 1991 AT RECEPTION NO. 2239296. LAND TITLE GUARANTEE COMPANY and LAND TITLE GUARANTEE COMPANY - GRAND JUNCTION DISCLOSURE STATEMENTS Note: Pursuant to CRS 10-11-122, notice is hereby given that: A) The subject real property may be located in a special taxing district. B) A Certificate of Taxes Due listing each taxing jurisdiction may be obtained from the County Treasurer's authorized agent. C) The 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. Note: Effective September 1, 1997, CRS 30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that does not conform, except that, the requirement for the top margin shall not apply to documents using forms on which space is provided for recording or filing information at the top margin of the document. Note: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII requires that "Every title entity shall be responsible for all matters which appear of 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". Provided that Land Title Guarantee Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lenders Policy when issued. Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: A) The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit. B) No labor or materials have been furnished by mechanics or material -men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C) The Company must receive an appropriate affidavit indemnifying the Company against un-filed mechanic's and material -men's liens. D) The Company must receive payment of the appropriate premium. E) If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and or the contractor; payment of the appropriate premium fully executed Indemnity Agreements satisfactory to the company, and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. Note: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owner's policy commitments containing a mineral severance instrument exception, or exceptions, in Schedule B, Section 2. A) That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and B) That such mineral estate may include the right to enter and use the property without the surface owner's permission. Nothing herein contained will be deemed to obligate the company to provide any of the coverages referred to herein unless the above conditions are fully satisfied. _a^. DPSCLC)SUBS 09/C /02 JOINT NOTICE OF PRIVACY POLICY OF LAND TITLE GUARANTEE COMPANY, LAND TITLE GUARANTEE COMPANY - GRAND JUNCTION, LAND TITLE INSURANCE CORPORATION AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY This Statement is provided to you as a customer of Land Title Guarantee Company and Meridian Land Title, LLC, as agents for Land Title Insurance Corporation and Old Republic National Title Insurance Company. We want you to know that we recognize and respect your privacy expectations and the requirements of federal and state privacy laws. Information security is one of our highest priorities. We recognize that maintaining your trust and confidence is the bedrock of our business. We maintain and regularly review internal and external safeguards against unauthorized access to non-public personal information ("Personal Information"). In the course of our business, we may collect Personal Information about you from: * applications or other forms we receive from you, including communications sent through TMX, our web -based transaction management system; * your transactions with, or from the services being performed by, us, our affiliates, or others; * a consumer reporting agency, if such information is provided to us in connection with your transaction; and * the public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates and non -affiliates. Our policies regarding the protection of the confidentiality and security of your Personal Information are as follows: * We restrict access to all Personal Information about you to those employees who need to know that information in order to provide products and services to you. * We maintain physical, electronic and procedural safeguards that comply with federal standards to protect your Personal Information from unauthorized access or intrusion. * Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary action. * We regularly access security standards and procedures to protect against unauthorized access to Personal Information. WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT PERMITTED BY LAW. Consistent with applicable privacy laws, there are some situations in which Personal Information may be disclosed. We may disclose your Personal Information when you direct or give us permission; when we are required by law to do so, for example, if we are served a subpoena; or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. Our policy regarding dispute resolution is as follows. Any controversy or claim arising out of or relating to our privacy policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. Form PRIV. POE . CPT nd Title .IIAI, AN I ( DMRANY Date: 03-16-2009 Property Address: SCHMIDT/DEBRINE Land Title Guarantee Company CUSTOMER DISTRIBUTION Our Order Number: FCC25078563-4 If you have any inquiries or require further assistance, please contact one of the numbers below: For Title Assistance: Ft. Collins "FCC" Unit Customer Care 772 WHALERS WAY #100 FORT COLLINS, CO 80525 Phone: 970-282-3649 Fax: 970-282-3652 EMail: customercare@ltgc.com For Closing Assistance: Judy Kukol 3033 E 1ST AVE #600 PO BOX 5440 DENVER, CO 80206 Phone: 303-270-0462 Fax: 303-393-4832 EMail: jkukol@ltgc.com EQUINOX LAND GROUP 9055 F MINERAL CIR #200 CENTENNIAL, CO 80112 Attn: ROGER HOLLARD Phone: 303-799-6000 Fax: 720-346-0052 Copies: 1 EMail: roger@equinoxland.com Linked Commitment Delivery MEAD PARTNERS OPERATING CO. 1873 BLUE MOUNTAIN ROAD i.ONGMONT, CO 80504 Ann: ROD SCHMIDT Phone: 303-774-7913 Copies: 1 EMail: rschmidt@acosta.com Linked Commitment Delivery NORRIS DESIGN 1101 BANNOCK STREET DENVER. CO 80204 Attn: JOHN DURHAM Phone: 303-892-1166 Copies: 1 EMail: jdurham@norris-design.com I.inked Commitment Delivery LAND TITI.E GUARANTEE COMPANY 31133 E 1ST AVE #600 DENVER, CO 80206 Attn: Judy Kukol Phone: 303-270-0462 Fax: 303-393-4832 Copies: 1 EMail: jkukol@Itgc.com NORRIS DESIGN 1101 BANNOCK STREET DENVER, CO 80204 Attn: BONNIE NIZIOLEK Phone: 303-892-1166 Copies: 1 EMail: hniziolek@norris-design.com Linked Commitment Delivery rig Land Title 1.I/ARAN; II l OMPANY Property Address: SCHMIDT/DEBRINE Land Title Guarantee Company Dale: 03-16-2009 Our Order Number: FCC25078563-4 Buyer/Borrower: MEAD PARTNERS OPERATING CO., LLC, A COLORADO LIMITED LIABILITY COMPANY Seller/Owner: RODNEY J. SCHMIDT Wire Information: Bank: FIRSTBANK OF COLORADO 10403 W COLFAX AVENUE LAKEWOOD, CO 80215 Phone: 303-237-5000 Credit: LAND TITLE GUARANTEE COMPANY ABA No.: 107005047 Account: 2160521825 Attention: Judy Kuko1 Note: Once an original commitment has been issued, any subsequent modifications will be emphasized by underlining. Need a map or directions for your upcoming closing? Check out Land Title's web site at www.ltgc.com for directions to any of our 54 office locations. ESTIMATE OF TITLE FEES ALTA Owners Policy 06-17-06 TBD If Land Title Guarantee Concany will be closing this transaction, above fees will be collected at that time. TOTAL $0.00 Corm CONTACT 06/04 THANK YOU FOR YOUR ORDER! Old Republic National Title Insurance Company • ALTA COMMITMENT Our Order No. FCC25078563-4 Schedule A Cust. Ref.: Property Address: SCHMIDT/DEBRINE 1. Effective Date: March 05, 2009 at 5:00 P.M. 2. Policy to be Issued, and Proposed Insured: "ALTA" Owner's Policy 06-17-06 $0.00 Proposed Insured: MEAD PARTNERS OPERATING CO., LLC. A COLORADO LIMITED LIABILITY COMPANY • 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: A Fee Simple 4. Title to the estate or interest covered herein is at the effective date hereof vested in: RODNEY J. SCHMIDT 5. The Land referred to in this Commitment is described as follows: SEE ATTACHED PAGE(S) FOR LEGAL DESCRIPTION • Our Order No: FCC25078563-4 LEGAL DESCRIPTION A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 FROM WHICH THE WEST QUARTER CORNER BEARS NORTH 00 DEGREES 43 MINUTES EAST A DISTANCE OF 1365.00 FEET; THENCE EAST A DISTANCE OF 2508.28 FEET; THENCE SOUTH 00 DEGREES 43 MINUTES WEST A DISTANCE OF 521.06 FEET; THENCE WEST A DISTANCE OF 2508.28 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 2; THENCE NORTH 00 DEGREES 43 MINUTES EAST ALONG SAID WEST LINE A DISTANCE OF 521.06 FEET. MORE OR LESS, TO THE POINT OF BEGINNING. COUNTY OF WELD, STATE OF COLORADO. EXCEPTING THEREFROM, THAT PORTION PLATTED TO EBERL AGRICULTURAL UNIT DEVELOPMENT RECORDED DECEMBER 18, 1975 AT RECEPTION NO. 1677068 ALTA COMMITMENT Schedule B-1 (Requirements) The following are the requirements to be complied with: Our Order No. FCC25078563-4 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: . (ITEM INTENTIONALLY DELETED) . (ITEM INTENTIONALLY DELETED) . (ITEM INTENTIONALLY DELETED) NOTE: STATEMENT OF AUTHORITY FOR MEAD PARTNERS OPERATING CO., LLC. A COLORADO LIMITED LIABILITY COMPANY RECORDED NOVEMBER 28, 2007 AT RECEPTION NO. 3519975 DISCLOSES RODNEY J. SCHMIDT AS GENERAL PARTNER. •4. WARRANTY DEED FROM RODNEY J. SCHMIDT TO MEAD PARTNERS OPERATING CO., LLC, A COLORADO LIMITED LIABILITY COMPANY CONVEYING SUBJECT PROPERTY. 5. RELEASE OF DEED OF TRUST DATED AUGUST 29, 2008 FROM RODNEY I. SCHMIDT TO THE PUBLIC TRUSTEE OF WELD COUNTY FOR THE USE OF NEW FRONTIER BANK TO SECURE THE SUM OF 8710,000.00 RECORDED SEPTEMBER 04, 2008, UNDER RECEPTION NO. 3576485. NOTE: COVERAGES AND/OR CHARGES REFLECTED HEREIN, IF ANY, ARE SUBJECT TO CHANGE UPON RECEIPT OF THE CONTRACT TO BUY AND SELL REAL ESTATE AND ANY AMENDMENTS THERETO. ALTA COMMITMENT Schedule B-2 (Exceptions) Our Order No. FCC25078563-4 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, shortage in area, encroachments, and any facts which a correct survey or inspection of the Land 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. Taxes and assessments not yet due or payable and special assessments not yet certified to the Treasurer's office. 7. Any unpaid taxes or assessments against said Land. 8. Liens for unpaid water and sewer charges, if any. 9. RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. 10. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED MAY 29, 1899, IN BOOK 132 AT PAGE 315. 11. RIGHT OF WAY EASEMENT AS GRANTED TO THE HIGHLAND DITCH COMPANY IN INSTRUMENT RECORDED APRIL 07, 1923, IN BOOK 711 AT PAGE 17. 12. AN UNDIVIDED 4/5 INTEREST IN ALL OIL AND MINERAL RIGHTS AS RESERVED IN INSTRUMENT RECORDED OCTOBER 21, 1954 IN BOOK 1102 AT PAGE 575, AND ANY AND ALL ASSIGNMENTS TIIEREOF OR INTERESTS THEREIN. 13. AN UNDIVIDED 1/5 INTEREST IN ALL OIL AND MINERAL RIGHTS AS RESERVED IN INSTRUMENT RECORDED OCTOBER 9. 1957 IN BOOK 1313 AT PAGES 334, 335, AND 336 AND ANY AND ALL ASSIGNMENTS THEREOF OR INSTRUMENTS THEREIN. • ALTA COMMITMENT Schedule B-2 (Exceptions) Our Order No. FCC25078563-4 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: 14. RIGHT OF WAY EASEMENT AS GRANTED TO LONGS PEAK WATER ASSOCIATION IN INSTRUMENT RECORDED AUGUST 22, 1960, IN BOOK 1564 AT PAGE 466. 15. OIL AND GAS LEASE RECORDED JUNE 17, 1970 UNDER RECEPTION NO. 1549384 IN BOOK 627 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN. NOTE: EXTENSION OF THE ABOVE LEASE AS CLAIMED BY AFFIDAVIT OF PRODUCTION WAS RECORDED SEPTEMBER 28, 2001 UNDER RECEPTION NO. 2887709 AND RECORDED SEPTEMBER 28, 2001 AT RECEPTION NO. 2887710. 16. ALL OIL, GAS, MINERALS AND OTHER MINERAL RIGHTS AS RESERVED IN INSTRUMENT RECORDED JUNE 07, 1993, UNDER RECEPTION NO. 2335902 IN BOOK 1386. • • NOTE: THE FOLLOWING NOTICES PURSUANT TO CRS 9-1.5-103 CONCERNING UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER. THESE STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, RECORDED OCTOBER 1, 1981 IN BOOK 949 AT RECEPTION NO. 1870705. (B) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 IN BOOK 990 AT RECEPTION NO. 1919757. (C) ASSOCIATED NATURAL GAS, INC., RECORDED JULY 20, 1984 IN BOOK 1037 AT RECEPTION NO. 1974810 AND RECORDED OCTOBER 1, 1984 IN BOOK 1045 AT RECEPTION NO. 1983584 AND RECORDED MARCH 3, 1988 IN BOOK 1187 AT RECEPTION NO. 2132709 AND RECORDED APRIL 10, 1989 IN BOOK 1229 AT RECEPTION NO. 2175917. (D) PANHANDLE EASTERN PIPE LINE COMPANY. RECORDED OCTOBER 1, 1981 IN BOOK 949 AT RECEPTION NO. 1870756 AND RECORDED JUNE 26, 1986 IN BOOK 1117 AT RECEPTION NO. 2058722. (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31, 1984 IN BOOK 1041 AT RECEPTION NO. 1979784. (F) UNION RURAL ELECTRIC ASSOCIATION, INC., RECORDED OCTOBER 5, 1981 IN BOOK 949 AT RECEPTION NO. 1871004. (G) WESTERN GAS SUPPLY COMPANY, RECORDED APRIL 2, 1985 IN BOOK 1063 AT RECEPTION NO. 2004300. (H) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9, 1981 IN BOOK 952 AT RECEPTION NO. 1874084. (I) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO. 2164975. U) UNITED POWER, INC., RECORDED JANUARY 24, 1991 AT RECEPTION NO. ALTA COMMITMENT Schedule B-2 (Exceptions) Our Order No. FCC25078563-4 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: 2239296. LAND TITLE GUARANTEE COMPANY and LAND TITLE GUARANTEE COMPANY - GRAND JUNCTION • • • DISCLOSURE STATEMENTS Note: Pursuant to CRS 10-11-122, notice is hereby given that: A) The subject real property may be located in a special taxing district. B) A Certificate of Taxes Due listing each taxing jurisdiction may be obtained from the County Treasurer's authorized agent. C) The 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. Note: Effective September 1, 1997, CRS 30-10-406 requires that all documents received fur recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that does not conform, except that, the requirement for the top margin shall not apply to documents using forms on which space is provided for recording or filing information at the top margin of the document. Note: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII requires that "Every title entity shall be responsible for all matters which appear of 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". Provided that Land Title Guarantee Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lenders Policy when issued. Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of Schedule B. Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: A) The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit. B) No labor or materials have been furnished by mechanics or material -men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C) The Company must receive an appropriate affidavit indemnifying the Company against un-filed mechanic's and material -men's liens. D) The Company must receive payment of the appropriate premium. E) If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and or the contractor: payment of the appropriate premium fully executed Indemnity Agreements satisfactory to the company, and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. Note: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owner's policy commitments containing a mineral severance instrument exception, or exceptions, in Schedule B, Section 2. A) That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals. or geothermal energy in the property: and B) That such mineral estate may include the right to enter and use the property without the surface owner's permission. Nothing herein contained will be deemed to obligate the company to provide any of the coverages referred to herein unless the above conditions are fully satisfied. a Jt C9/0 11012 JOINT NOTICE OF PRIVACY POLICY OF LAND TITLE GUARANTEE COMPANY, LAND TITLE GUARANTEE COMPANY - GRAND JUNCTION, LAND TITLE INSURANCE CORPORATION AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY This Statement is provided to you as a customer of Land Title Guarantee Company and Meridian Land Title, LLC, as agents for Land Title Insurance Corporation and Old Republic National Title Insurance Company. We want you to know that we recognize and respect your privacy expectations and the requirements of federal and state privacy laws. Information security is one of our highest priorities. We recognize that maintaining your trust and confidence is the bedrock of our business. We maintain and regularly review internal and external safeguards against unauthorized access to non-public personal information ("Personal Information"). In the course of our business, we may collect Personal Information about you from: * applications or other forms we receive from you. including communications sent through TMX, our web -based transaction management system: * your transactions with, or from the services being performed by, us, our affiliates, or others; * a consumer reporting agency, if such information is provided to us in connection with your transaction: and * the public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates and non -affiliates. Our policies regarding the protection of the confidentiality and security of your Personal Information are as follows: * We restrict access to all Personal Information about you to those employees who need to know that information in order to provide products and services to you. * We maintain physical, electronic and procedural safeguards that comply with federal standards to protect your Personal Information from unauthorized access or intrusion. * Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary action. * We regularly access security standards and procedures to protect against unauthorized access to Personal Information. WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT PERMITTED BY LAW. Consistent with applicable privacy laws, there are some situations in which Personal Information may be disclosed. We may disclose your Personal Information when you direct or give us permission; when we are required by law to do so, for example, if we are served a subpoena: or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. Our policy regarding dispute resolution is as follows. Any controversy or claim arising out of or relating to our privacy policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. EC_::: LP FCL.CRT rig Land Title -AMNTU COMPANY Property Address: TRACT 2, WEINGARDT I Land Title Guarantee Company Date: 03-18-2009 Our Order Number: FCC25078560-3 Buyer/Borrower: EQUINOX MEAD LLC, A COLORADO LIMITED LIABILITY COMPANY Seller/Owner: MEAD PARTNERS OPERATING CO., LLC, A COLORADO LIMITED LIABILITY COMPANY Wire Information: Bank: FIRSTBANK OP COLORADO 10403 W COLFAX AVENUE LAKEWOOD, CO 80215 Phone: 303-237-5000 Credit: LAND TITLE GUARANTEE COMPANY ABA No.: 107005047 Account: 2160521825 Attention: Judy Eukol Note: Once an original commitment has been issued, any subsequent modifications will be emphasized by underlining. Need a map or directions for your upcoming closing? Check out Land Title's web site at www.ltgc.com for directions to any of our 54 office locations. ESTIMATE OF TITLE FEES ALTA Owners Policy 06-17-06 TED if Lane Title 0aarantsa Company will be closing this transaction, show fads will ha colloctae at that time. TOTAL $0.00 Pont =Rae 04/04 THANK YOU FOR YOUR ORDER! Old Republic National Title Insurance Company ALTA COMMITMENT Our Order No. FCC25078560-3 Schedule A Cust. Ref.: Property Address: TRACT 2, WEINGARDT 1. Effective Date: March 05. 2009 at 5:00 P.M. 2. Policy to be Issued, and Proposed Insured: "ALTA" Owner's Policy 06-17-06 Proposed Insured: EQUINOX MEAD LLC, A COLORADO LIMITED LIABILITY COMPANY S0.00 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: A Fee Simple 4. Title to the estate or interest covered herein is at the effective date hereof vested in: MEAD PARTNERS OPERATING CO., LLC, A COLORADO LIMITED LIABILITY COMPANY 5. The Land referred to in this Commitment is described as follows: TRACT 2, WEINGARDT ESTATES, COUNTY OF WELD, STATE OF COLORADO. AND THAT PORTION OF THE SOUTHWEST 1/4 OF SECTION 22, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, LYING SOUTH OF COLORADO STATE HIGHWAYp6, COUNTY OF WELD, STATE OF COLORADO. ALTA COMMITMENT Schedule B-1 (Requirements) The following are the requirements to be complied with: Our Order No. FCC25078560-3 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: PARTIAL RELEASE OF DEED OF TRUST DATED OCTOBER 12, 2006, FROM MEAD PARTNERS OPERATING CO., LLC, A COLORADO LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF WELD COUNTY FOR THE USE OF JAMES & TWYLA R. WULF LIVING TRUST, DATED APRIL 3, 2003 TO SECURE THE SUM OF 51,000,000.00 RECORDED OCTOBER 13, 2006, UNDER RECEPTION NO. 3427301. CORRECTED DULY EXECUTED AND ACKNOWLEDGED STATEMENT OF AUTHORITY SETTING FORTH THE NAME OF MEAD PARTNERS OPERATING CO., LLC, A COLORADO LIMITED LIABILITY COMPANY AS A LIMITED LIABILITY COMPANY. THE STATEMENT OF AUTHORITY MUST STATE UNDER WHICH LAWS THE ENTITY WAS CREATED, THE MAILING ADDRESS OF THE ENTITY, AND THE NAME AND POSITION OF THE PERSON(S) AUTHORIZED TO EXECUTE INSTRUMENTS CONVEYING, ENCUMBERING, OR OTHERWISE AFFECTING TITLE TO REAL PROPERTY ON BEHALF OF THE ENTITY AND OTHERWISE COMPLYING WITH THE PROVISIONS OF SECTION 38-30-172, CRS. NOTE: SAID STATEMENT OF AUTHORITY MUST BE RECORDED WITH THE CLERK AND RECORDER. NOTE: THE OPERATING AGREEMENT FOR EQUINOX MEAD LW, A COLORADO LIMITED LIABILITY COMPANY DISCLOSES ROCKER ENTERPRISES, LLLP, A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP, RODNEY J. SCHMIDT, GENERAL PARTNER THAT MUST EXECUTE LEGAL INSTRUMENTS ON BEHALF OF SAID ENTITY. NOTE: STATEMENT OF AUTHORITY FOR MEAD PARTNERS OPERATING CO., LW, A COLORADO LIMITED LIABILITY COMPANY RECORDED NOVEMBER 28, 2007 AT RECEPTION NO. 3519975 DISCLOSES RODNEY J. SCHMIDT AS GENERAL PARTNER. DULY EXECUTED AND ACKNOWLEDGED STATEMENT OF AUTHORITY SETTING FORTH THE NAME OF EQUINOX MEAD LW AS A LIMITED LIABILITY COMPANY. THE STATEMENT OF AUTHORITY MUST STATE UNDER WHICH LAWS THE ENTITY WAS CREATED, THE MAILING ADDRESS OF THE ENTITY, AND THE NAME AND POSITION OF THE PERSON(S) AUTHORIZED TO EXECUTE INSTRUMENTS CONVEYING, ENCUMBERING, OR OTHERWISE AFFECTING TITLE TO REAL PROPERTY ON BEHALF OF THE ENTITY AND OTHERWISE COMPLYING WITH THE PROVISIONS OF SECTION 38-30-172, CRS. ALTA COMMITMENT Schedule B-1 (Requirements) Continued: Our Order No. FCC25078560-3 NOTE: SAID STATEMENT OF AUTHORITY MUST BE RECORDED WITH THE CLERK AND RECORDER. NOTE: THE OPERATING AGREEMENT FOR EQUINOX MEAD LLC, A COLORADO LIMITED LIABILITY COMPANY DISCLOSES EQUINOX MEAD LAND VENTURE, LLC, IT'S MANAGER GEORGE R. HANLON, JR. AND GENE A. OSBORNE AS THAT MUST EXECUTE LEGAL INSTRUMENTS ON BEHALF OF SAID ENTITY. 4. WARRANTY DEED FROM MEAD PARTNERS OPERATING CO., LLC, A COLORADO LIMITED LIABILITY COMPANY TO EQUINOX MEAD LLC, A COLORADO LIMITED LIABILITY COMPANY CONVEYING SUBJECT PROPERTY. NOTE: COVERAGES AND/OR CHARGES REFLECTED HEREIN, IF ANY, ARE SUBJECT TO CHANGE UPON RECEIPT OF THE CONTRACT TO BUY AND SELL REAL ESTATE AND ANY AMENDMENTS THERETO. • ALTA COMMITMENT Schedule B-2 (Exceptions) Our Order No. FCC25078560-3 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, shortage in area, encroachments, and any facts which a correct survey or inspection of the Land 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. Taxes and assessments not yet due or payable and special assessments not yet certified to the Treasurer's office. 7. Any unpaid taxes or assessments against said Land. 8. Liens for unpaid water and sewer charges, if any. •9. RIGHT OF WAY FOR HIGHWAY 66 AS ESTABLISHED AND/OR USED. 10. RIGHT OP WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. 11. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED MAY 29, 1899, IN BOOK 132 AT PAGE 315. 12. AN UNDIVIDED 4/5 INTEREST IN ALL OIL AND MINERAL RIGHTS AS RESERVED IN INSTRUMENT RECORDED OCTOBER 21, 1954 IN BOOK 1102 AT PAGE 575, AND ANY AND ALL ASSINGMENTS THEREOF OR INTERESTS THEREIN. 13. AN UNDIVIDED 1/5 INTEREST IN ALL OIL AND MINERAL RIGHTS AS RESERVED IN INSTRUMENT RECORDED OCTOBER 9, 1957 IN BOOK 1313 AT PAGES 334, 335, AND 336 AND ANY AND ALL ASSIGNMENTS THEREOF OR INSTRUMENTS THEREIN. ALTA COMMITMENT Schedule B-2 (Exceptions) Our Order No. FCC25078560-3 The policy or polder to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 14. RIGHT OF WAY EASEMENT AS GRANTED TO LONGS PEAK WATER ASSOCIATION IN INSTRUMENT RECORDED AUGUST 22, 1960, IN BOOK 1564 AT PAGE 466. 15. TERMS, CONDITIONS AND PROVISIONS OF RIGHT OF WAY EASEMENT AND LICENSE RECORDED JULY 22, 1975 AT RECEPTION NO. 1665554 IN BOOK 744. 16. RIGHT OF WAY EASEMENT AS GRANTED TO UNION RURAL ELECTRIC ASSOCIATION IN INSTRUMENT RECORDED AUGUST 11, 1976, UNDER RECEPTION NO. 1695906 IN BOOK 774. 17. TERMS, CONDITIONS AND PROVISIONS OF NOTICE OF UNDERGROUND FACILITIES RECORDED JUNE 26, 1986 AT RECEPTION NO. 2058722 IN BOOK 1117. 18. TERMS, CONDITIONS AND PROVISIONS OF WEINGARDT ANNEXATION RECORDED OCTOBER 15, 1992 AT RECEPTION NO. 2307086 IN BOOK 1354. 19. 30 FOOT IRRIGATION EASEMENT SET FORTH IN DEED RECORDED NOVEMBER 2, 1992 UNDER RECEPTION NO. 2309301 IN BOOK 1357. 20. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF WEINGARDT ESTATES RECORDED DECEMBER 2, 1992 AT RECEPTION NO. 2312991. Land Title Guarantee Company CUSTOMER DISTRIBUTION Land Title • AEAMTEE COMPANY Date: 03-18-2009 Property Address: TRACT 2, WEINGARDT Our Order Number: FCC25078560-3 If you have any inquiries or require further assistance, please contact one of the numbers below: For Title Assistance: Ft. Collins "FCC" Unit Wendy Bell 772 WHALERS WAY 1100 FORT COLLINS, CO 80525 Phone: 970-282-3649 Fax: 970-282.3652 EMaB: wbelleitge.com For Cl sinz Assistance: Judy Kukol 3033 E 1ST AVE 1600 PO BOX 5440 DENVER, CO 80206 Phone: 303-270-0462 Fax: 303-393-4832 EMail: jkukolO1tgc.com EQUINOX LAND GROUP 9055 E MINERAL CIR 1200 CENTENNIAL, CO 80112 Ann: ROGER HOLLARD Phone: 303-799-6000 Fax: 720.346-0052 Copies: 1 EMail: roger®equinoxland.com Linked Commitment Delivery MEAD PARTNERS OPERATING CO. 1873 BLUE MOUNTAIN ROAD LONGMONT, CO 80504 Atm: ROD SCHMIDT Phone: 303-774-7913 Copies: 1 EMail: rschmidt©acosta.com Linked Commitment Delivery NORRIS DESIGN 1101 BANNOCK STREET DENVER, CO 80204 Atm: JOHN DURHAM Phone: 303-892-1166 Conies: 1 EMail: jdurhan®norrisdesign.com Linked Conlin: meet Delivery LAND TITLE GUARANTEE COMPANY 3033 E 1ST AVE 1600 DENVER, CO 80206 Ann: Judy Kukol Phone: 303-270-0462 Fax: 303-393-4832 Copies: 1 EMail: jkukolOltgc.com NORRIS DESIGN 1101 BANNOCK STREET DENVER, CO 80204 Ann: BONNIE NIZIOLEK Phone: 303-892-1166 Copies: 1 EMail: bniziolek®norrisdesign.com Linked Commitment Delivery nd Title ISARANCFF IONIXiNY Date: 03-16-2009 Property Address: CHANSLERPROPERTY Land Title Guarantee Company CUSTOMER DISTRIBUTION Our Order Number: FCC25078342-8 If you have any inquiries or require further assistance, please contact one of the numbers below: For Title Assistance: Ft. Collins "FCC" Unit Customer Care 772 WHALERS WAY #100 FORT COLLINS, CO 80525 Phone: 970-282-3649 Fax: 970-282-3652 EMail: customercare@Itgc.com For Closing Assistance: Judy Kukol 3033 E 1ST AVE #600 PO BOX 5440 DENVER, CO 80206 Phone: 303-270-0462 Fax: 303-393-4832 EMail: jkukol@ltgc.com EQUINOX LAND GROUP 9055 E MINERAL OR #200 CENTENNIAL, CO 80112 Attn: ROGER HOLLARD Phone: 303-799-6000 Fax: 720-346-0052 Copies: 1 EMail: roger@equinoxland.com Linked Commitment Delivery JACKSON LAW OFFICES, P.C. 9137 E. MINERAL CIRCLE, #360 CENTENNIAL, CO 80112 Attn: JEFF JACKSON Phone: 303-796-7555 Fax: 303-796-7333 Copies: 1 EMail: jeff.jackson@jgjackson-law.rotn Sent Via EMail PETER BRYANT EMail: pbryant@ttrcm.com Sent Via EMail LAND TITLE GUARANTEE COMPANY 3033 E 1ST AVE #600 DENVER, CO 80206 Attn: Judy Kukol Phone: 303-270-0462 Fax: 303-393-4832 Copies: I EMail: jkukol@Itgc.com ROD SCHMIDT Copies: I EMail: rschmidt@acosta.com Sent Via EMail JEANETTE BERG Copies: 1 EMail: jeanette.berg@jgjackson-law.com Sent Via EMail 11.15.07 Land Title UUARAA I LL LUMIAN,' Date: 03-16-2009 Property Address: CHANSLER PROPERTY NORRIS DESIGN 1101 BANNOCK STREET DENVER. CO 80204 Attn: BONNIE NIZIOLEK Phone: 303-892-1166 Copies: 1 EMail: bniziolek@norris-design.com Linked Commitment Delivery Land Title Guarantee Company CUSTOMER DISTRIBUTION Our Order Number: FCC25078342-8 NORRIS DESIGN 1101 BANNOCK STREET DENVER. CO 80204 Attn: JOHN DURHAM Phone: 303-892-1166 Copies: I EMail: jdurham@norris-design.com Linked Commitment Delivery DELIVERY. 0 16/3003) nd Title Land Title Guarantee Company Date: 03-16-2009 Our Order Number: FCC25078342-8 ,0440.. 'El COMI'AN, • • Property Address: CHANSLER PROPERTY Buyer/Borrower: EQUINOX MEAD LLC, A COLORADO LIMITED LIABILITY COMPANY Seller/Owner: ROBERT C. CHANSLER Wire Information: Bank: FIRSTBANK OF COLORADO 10403 W COLFAX AVENUE LAKEWOOD, CO 80215 Phone: 303-237-5000 Credit: LAND TITLE GUARANTEE COMPANY ABA No.: 107005047 Account: 2160521825 Attention: Judy Kukol Note: Once an original commitment has been issued, any subsequent modifications will be emphasized by underlining. ****************************4********************************4**** Need a map or directions for your upcoming closing? Check out Land Title's web site at www.ltgc.com for directions to any of our 54 office locations. ESTIMATE OF TITLE FEES ALTA Owners Policy 06-17-06 Deletion of Standard Exception(s) (Owner) Endorsement 103.7 (Owner) Tax Report $1,157.00 $100.00 $100.00 $25.00 If Land Title Guarantee Company will be closing this transaction, above fees will be collected at that time. TOTAL $1,382.00 Form CONTACT 06/04 THANK YOU FOR YOUR ORDER! Old Republic National Title Insurance Company ALTA COMMITMENT Our Order No. FCC25078342-8 Schedule A Cust. Ref.: Property Address: CHANSLER PROPERTY 1. Effective Date: March 05, 2009 at 5:00 P.M. 2. Policy to be Issued, and Proposed Insured: "ALTA" Owner's Policy 06-17-06 $1,000,000.00 Proposed Insured: EQUINOX MEAD LLC, A COLORADO LIMITED LIABILITY COMPANY 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: A Fee Simple 4. Title to the estate or interest covered herein is at the effective date hereof vested in: ROBERT C. CHANSLER 5. The Land referred to in this Commitment is described as follows: TRACT 1, WEINGARDT ESTATES, COUNTY OF WELD, STATE OF COLORADO. ALTA COMMITMENT • Schedule B-1 (Requirements) The following are the requirements to be complied with: Our Order No. FCC25078342-8 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: 1. (ITEM INTENTIONALLY DELETED) • NOTE: THE OPERATING AGREEMENT FOR EQUINOX MEAD LLC, A COLORADO LIMITED LIABILITY COMPANY DISCLOSES EQUINOX MEAD LAND VENTURE, LLC, A COLORADO LIMITED LIABILITY COMPANY, IT'S MANAGER GEORGE R. HANLON, JR. AND GENE A. OSBORNE AS THE MEMBER(S) OR MANAGER(S) THAT MUST EXECUTE LEGAL INSTRUMENTS ON BEHALF OF SAID ENTITY. NOTE: STATEMENT OF AUTHORITY FOR EQUINOX MEAD LLC, A COLORADO LIMITED LIABILITY COMPANY RECORDED 11 28, 2007 AT RECEPTION NO. 3519974 AUTHORIZES ROGER HOLLARD AND GEORGE R. HANTON, JR. TO PURCHASE THE SUBJECT PROPERTY. 2. RELEASE OF DEED OF TRUST DATED JANUARY 26, 2006 FROM ROBERT C. CHANSLER TO THE PUBLIC TRUSTEE OF WELD COUNTY FOR THE USE OF FIRST NATIONAL BANK OF COLORADO TO SECURE THE SUM OF $417,000.00 RECORDED FEBRUARY 03, 2006, UNDER RECEPTION NO. 3360364. 3. RELEASE OF DEED OF TRUST DATED JANUARY 26, 2006 FROM ROBERT C. CHANSLER TO THE PUBLIC TRUSTEE OF WELD COUNTY FOR THE USE OF FIRST NATIONAL BANK OF COLORADO TO SECURE THE SUM OF $149,000.00 RECORDED FEBRUARY 03, 2006, UNDER RECEPTION NO. 3360365. 4. WARRANTY DEED FROM ROBERT C. CHANSLER TO EQUINOX MEAD LLC, A COLORADO LIMITED LIABILITY COMPANY CONVEYING SUBJECT PROPERTY. 5. PROVIDE LAND TITLE GUARANTEE COMPANY WITH A CURRENT IMPROVEMENT LOCATION CERTIFICATE OF SUBJECT PROPERTY. UPON REVIEW, ADDITIONAL REQUIREMENTS AND/OR EXCEPTIONS MAY BE NECESSARY. LAND TITLE IS NOT RESPONSIBLE FOR ORDERING SAID IMPROVEMENT LOCATION CERTIFICATE. • ALTA COMMITMENT Schedule B -I (Requirements) Continued: Our Order No. FCC25078342-8 NOTE: ITEMS 1-3 OF THE STANDARD EXCEPTIONS WILL BE DELETED. LAND TITLE GUARANTEE COMPANY IS IN RECEIPT OF AN APPROVED IMPROVEMENT LOCATION CERTIFICATE THAT IS ACCEPTABLE TO THE COMPANY. UPON THE APPROVAL OF THE COMPANY AND THE RECEIPT OF A NOTARIZED FINAL LIEN AFFIDAVIT, ITEM NO. 4 OF THE STANDARD EXCEPTIONS WILL BE DELETED. NOTE: ITEM 5 OF THE STANDARD EXCEPTIONS WILL BE DELETED IF LAND TITLE GUARANTEE COMPANY CONDUCTS THE CLOSING OF THE CONTEMPLATED TRANSACTION(S) AND RECORDS THE DOCUMENTS IN CONNECTION THEREWITH. NOTE: UPON PROOF OF PAYMENT OF 2008 TAXES, ITEM 7 UNDER SCHEDULE B-2 WILL BE DELETED AND ITEM 6 WILL BE AMENDED TO READ: TAXES AND ASSESSMENTS FOR THE YEAR 2009 AND SUBSEQUENT YEARS. ITEM 8 UNDER SCHEDULE B-2 WILL BE DELETED UPON PROOF THAT THE WATER AND SEWER CHARGES ARE PAID UP TO DATE. • ALTA COMMITMENT Schedule B-2 (Exceptions) Our Order No. FCC25078342-8 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, shortage in area, encroachments, and any facts which a correct survey or inspection of the Land 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. Taxes and assessments not yet due or payable and special assessments not yet certified to the Treasurer's office. 7. Any unpaid taxes or assessments against said Land. Liens for unpaid water and sewer charges, if any. 9. RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14. 1889 IN BOOK 86 AT PAGE 273. 10. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED MAY 29, 1899, IN BOOK 132 AT PAGE 315. 11. AN UNDIVIDED 4/5 INTEREST IN ALL OIL AND MINERAL RIGHTS AS RESERVED IN INSTRUMENT RECORDED OCTOBER 21. 1954 IN BOOK 1102 AT PAGE 575. AND ANY AND ALL ASSINGMENTS THEREOF OR INTERESTS THEREIN. 12. AN UNDIVIDED 1/5 INTEREST IN ALL OIL AND MINERAL RIGHTS AS RESERVED IN INSTRUMENT RECORDED OCTOBER 9, 1957 IN BOOK 1313 AT PAGES 334, 335. AND 336 AND ANY AND ALL ASSIGNMENTS THEREOF OR INSTRUMENTS THEREIN. 13. RIGHT OF WAY EASEMENT AS GRANTED TO LONGS PEAK WATER ASSOCIATION IN INSTRUMENT RECORDED AUGUST 22, 1960, IN BOOK 1564 AT PAGE 466. • ALTA COMMITMENT Schedule B-2 (Exceptions) Our Order No. FCC25078342-8 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: 14. TERMS, CONDITIONS AND PROVISIONS OF RIGHT OF WAY EASEMENT AND LICENSE RECORDED JULY 22, 1975 AT RECEPTION NO. 1665554 IN BOOK 744. 15. RIGHT OF WAY EASEMENT AS GRANTED TO UNION RURAL ELECTRIC ASSOCIATION IN INSTRUMENT RECORDED AUGUST 11. 1976, UNDER RECEPTION NO. 1695906 IN BOOK 774. 16. TERMS, CONDITIONS AND PROVISIONS OF NOTICE OF UNDERGROUND FACILITIES RECORDED JUNE 26, 1986 AT RECEPTION NO. 2058722 IN BOOK 1117. 17. TERMS, CONDITIONS AND PROVISIONS OF WEINGARDT ANNEXATION RECORDED OCTOBER 15, 1992 AT RECEPTION NO. 2307086 IN BOOK 1354. 18. 30 FOOT IRRIGATION EASEMENT TRAVERSING SUBJECT PROPERTY AS SHOWN ON PLAT AND SET FORTH IN DEED RECORDED NOVEMBER 2, 1992 UNDER RECEPTION NO. 2309301 IN BOOK 1357. 19. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF WEINGARDT ESTATES RECORDED DECEMBER 2, 1992 AT RECEPTION NO. 2312991. 20. (ITEM INTENTIONALLY DELETED) 21. (ITEM INTENTIONALLY DELETED) LAND TITLE GUARANTEE COMPANY and LAND TITLE GUARANTEE COMPANY - GRAND JUNCTION • • • DISCLOSURE STATEMENTS Note: Pursuant to CRS 10-11-122, notice is hereby given that: A) The subject real property may be located in a special taxing district. B) A Certificate of Taxes Due listing each taxing jurisdiction may be obtained from the County Treasurer's authorized agent. C) The 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. Note: Effective September 1, 1997, CRS 30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that does not conform, except that, the requirement for the top margin shall not apply to documents using forms on which space is provided for recording or filing information at the top margin of the document. Note: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII requires that "Every title entity shall be responsible for all matters which appear of 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". Provided that Land Title Guarantee Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lenders Policy when issued. Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: A) The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit. B) No labor or materials have been furnished by mechanics or material -men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C) The Company must receive an appropriate affidavit indemnifying the Company against un-filed mechanic's and material -men's liens. D) The Company must receive payment of the appropriate premium. E) If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and or the contractor; payment of the appropriate premium fully executed Indemnity Agreements satisfactory to the company, and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. Note: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owner's policy commitments containing a mineral severance instrument exception, or exceptions, in Schedule B, Section 2. A) That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and B) That such mineral estate may include the right to enter and use the property without the surface owner's permission. Nothing herein contained will be deemed to obligate the company to provide any of the coverages referred to herein unless the above conditions are fully satisfied. Form CTECLCSPE C9/01 -L JOINT NOTICE OF PRIVACY POLICY OF LAND TITLE GUARANTEE COMPANY, LAND TITLE GUARANTEE COMPANY - GRAND JUNCTION, LAND TITLE INSURANCE CORPORATION AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY This Statement is provided to you as a customer of Land Title Guarantee Company and Meridian Land Title, LLC, as agents for Land Title Insurance Corporation and Old Republic National Title Insurance Company. We want you to know that we recognize and respect your privacy expectations and the requirements of federal and state privacy laws. Information security is one of our highest priorities. We recognize that maintaining your trust and confidence is the bedrock of our business. We maintain and regularly review internal and external safeguards against unauthorized access to non-public personal information ("Personal Information"). In the course of our business, we may collect Personal Information about you from: * applications or other forms we receive from you, including communications sent through TMX, our web -based transaction management system: * your transactions with, or from the services being performed by. us, our affiliates, or others; * a consumer reporting agency, if such information is provided to us in connection with your transaction; and * the public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates and non -affiliates. Our policies regarding the protection of the confidentiality and security of your Personal Information are as follows: * We restrict access to all Personal Information about you to those employees who need to know that information in order to provide products and services to you. * We maintain physical, electronic and procedural safeguards that comply with federal standards to protect your Personal Information from unauthorized access or intrusion. * Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary action. * We regularly access security standards and procedures to protect against unauthorized access to Personal Information. WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT PERMITTED BY LAW. Consistent with applicable privacy laws, there are some situations in which Personal Information may be disclosed. We may disclose your Personal Information when you direct or give us permission; when we are required by law to do so, for example, if we are served a subpoena; or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement. transaction or relationship with you. Our policy regarding dispute resolution is as follows. Any controversy or claim arising out of or relating to our privacy policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. F _;gym PRIV. PCb.OR • • • Parcel 0 \8888\\\\ ` CO 80516-9475 CO 8022100 NE 68102 CO 80501-6359 \ ::_::: 88}88} CO 80534 CO 8O543 .• \ 8888\\\ Ira 05542 Erie Denver Denver Greeley Longmont Firestone )\ 918 - 10th Street P O Box 758 PO Box 758 3955. Pratt Parkway _ 9119 County Line Road 220 Water Avenue 9595 Nelson Road, Suite 203 Fl35 E Hwy 56 1939 232 hue PO Bo x 51A 2655 N 63rd Street P O Box 929 3766 Eeka Way. 4A 5325 Zuni Street. Rio. 728 1314 DTOM. 16th Floor 9595 Nelson Rd Box D 1313 Sherman Street Room 721 1420 - 2nd Street 3 North Jay Avenue P.O Box 570 11307 Busrness Park Circle 9875 Vllion Road P O Box 100 P O. Bo 200 P O. Box 609 \ 8888\\\ se LL, Ire nuNTeeS cue ao : Aden Tom Henn Atten Bruce Barker Allen Pat Pesichino Atteri Scale Toillion. MCP Aden Mike Cook Allen Janine Reid Atten Gary Shields Allen Boby egely Allen Al Tulll Aden: Dan Pickett Longmont Field Office Attn.: Gloria wee -Idler. Across Ma Aden. Chief Charles Aden Enc. Doering Attar' . Barry Owes READ CPOSSINCO Moat CROSSINGS GO_ Salutation Gentlemen Deal Torn Dear Bruce Dear Pat DearScott Gontlonien ~ Dear Mike Dear Janine Dear Gary Dear Bob Dear Al Dear Dan Gentlemen cenllemmll Dear Gloria Gentlemen Gentlemen Dear Es Dear Barry Gentlemen DO Z \ St Strain School District R -1J Mountain View Fire Protection Distre Northern Colorado Water Conservancy Disvirl St Vrain & Left Hand Water Conservancy District Little Thompson Water District Weld County Library District Rd Communications Eneray Colorado Department of Transportation The following agencies may be added to the mailing lists, dependent upon the location of the proposed annexation Include all ditch companies with ditches on the property. Johnstown Reorganized School District RE -5J 'Berthoud Fire Protection District 'Si VranSandakan District Dogs Peak Water D. Inc Town of Firestone sown ofJohnstown li l own of Milliken The following adjacent property owners (real property and mineral interest) are to be added to the mailing list (prepared by Title Company, add rows as necessary) Norris Design on 3119 using the Weld Cot Weld County. Colorado Page 1 of 2 Weld County, Colorado S g. 1 a - 85 E 66 14 on 71 1/4(.52711i r - MEAD ti seise hap: //maps2. merrick.com/MerrickIMS/ims?ServiceName=weldovr&Form=True&Encode... 3/19/2009 TOWN OF MEAD Annexation Map Land Surveying Standards Name of Annexation: EQUINOX Surveyor: David W. Cranfield, P.L.S. 29412 Date Initials Items 4/9/09 DWC 1. A scale drawing of the boundaries of the land parcel. 4/9/09 DWC 2. All recorded and apparent rights -of -way and easements, and, if 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 -way and easements were obtained. 4/9/09 DWC 3. All dimensions necessary to establish the boundaries in the field. (The dimensions must be shown to all control monuments used in the field survey. If the boundary runs down a line or parallels a line, the dimensions to get from the control line or monuments to the parcel must be shown. Dimensions to both ends of the control line must be shown.) 4/9/09 DWC 4. A statement by the professional land surveyor that the survey was performed by such surveyor or under such surveyor's responsible charge. 4/9/09 DWC 5. A statement by the professional land surveyor explaining how bearings, if used, were determined 4/9/09 DWC 6. A description of all monuments, both found and set, which mark the boundaries of the property and of all control monuments used in conducting the survey. (Monuments such as section comers are control monuments. If you are running down a line or paralleling a line, the monuments at both ends of the line must be shown. It must be labeled on the map or plat if a monument is found or set.) 4/9/09 DWC 7. A statement of the scale or representative fraction of the drawing, and a bar -type or graphical scale 4/9/09 DWC 8. A north arrow. 4/9/09 DWC 9. A written property description, which shall include but shall not be limited to a reference to the county and state together with the section, township, range, and principal meridian or established subdivision, block and lot number, 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.) 4/9/09 DWC 10. My conflicting boundary evidence. Ties to and descriptions of all conflicting corners are shown. 4/9/09 DWC 11. Location map. Minimum one and one-half mile radius of the property with principal roads labeled. 4/9/09 DWC 12. Certificate block - based on the Town's standard certificates for annexation maps. 4/9/09 DWC 13. The signature and seal of the professional land surveyor. Initials of draftsperson, date of drawing and AutoCAD file name. 4/9/09 DWC 14. All calculations have been double checked on final map for any errors, transpositions, the sum of the parts equals the total length, etc. 4/9/09 DWC 15. Corner recordations have been made, or what is found in the field is identical with a previously filed corner recordation. Comer recordations have to be filed on all sections, '''A section and aliquot corners of a section. 4/9/09 DWC 16. Dimensions of lots and area of the lot are to be placed inside the lot, dimensions of blocks or parameters of polygons are to be placed outside the block or polygon. Widths of roads, and easements are to be placed between the r.o.w. lines when possible. Dimensions must clearly indicate the terminus point at each end. Curve data may be presented in tabular form, or with leader dimension lines. 4/9/09 DWC 17. All text and numbers are to be large enough to clearly legible at the scale drawn. Paragraph text, legal descriptions and certificates are to be in 12 pt. (0.16608") AutoCADTM Roman Simplex, HeNetica, Mal or similar "san serf type. Title of plat is to be centered at top of the plat in type not less than .3" high. 4/9/09 DWC 18. An AutoCADTM drawing file (Release 12 or higher) of the map, and all font files used, on 3 '/2" IBM formatted disk is to be provided. A word processing file of the legal description on 3''/:" IBM formatted disk is to be provided ( Word Perfect 6.1 preferred). INSTRUCTIONS 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 #1 through 10 refer to C.R.S. 38-51-106, Surveying statutes. Reviewed by: Date: LARGE MAPS AVAILABLE FOR VIEWING AT THE CLERK TO THE BOARD'S OFFICE, IN THE PUBLIC REVIEW FILE. TETRA TECH • July 17, 2008 Town of Mead 441 Third Street P.O Box 626 Mead, CO 80542 Attn: Town Manager RE: Equinox Annexation and Rezoning PA's 1-6 PUD (formerly submitted as Mead Town Center) Northern Colorado Water Conservancy District Petition Tetra Tech Job No. 133-26064.08001 Dear Town Manager: The Equinox Annexation and Rezoning PA's 1-6 PUD subdivision is requesting annexation into the Town of Mead, proposing a residential and commercial/mixed-use development. The project is located in the Southwest Quarter of Section 22, Township 3 North, Range 68 West of the 6th Principal Meridian, County of Weld, State of Colorado. More specifically, the development is located north of State Highway (SH) 66 and east of Weld Country Road (WCR) 7. The Equinox development is approximately 113 acres. In preparation for the annexation process, this letter addresses the project's inclusion into the Northern Colorado Water Conservancy District (NC WCD). Tetra Tech contacted the NCWCD to determine if the subject property is already included in the district or if a petition would be required. The NCWCD confirmed that the proposed site is located within the district. The NCWCD will provide a letter confirming that the subject property is within the district boundary upon request. Please feel free to contact us with any questions, or if you require additional information. Sincerely, TETRA TECH Cameron Fowlkes, P.E. Project Manager P:'133_26064_0800 I Mead PlaceADcliverahles\AnnexationWCWCD Statenieni doc VIA: 5 Sw,u ;tip Tel !03777.28' Fax I I- Ion,;nmul R: ROSOI SPECIAL WARRANTY DEED NON -TRIBUTARY AND NOT NON -TRIBUTARY GROUNDWATER THIS DEED, made this day of , Rodney J. Schmidt, Mead Partners Operating, LLC, Robert Chansler and Equinox Mead LLC of the County of Weld , State of Colorado, grantor(s} and the Town of Mead, P.O. Box 626, Mead, CO 80542, of the County of Weld, State of Colorado: WITNESSETH, that the grantor(s}, for and in consideration of the sum of Ten dollars and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, ha granted, bargained, sold and conveyed, and by these presents do grant, bargain, sell, convey, and confirm, unto the grantee and its successors and assigns forever, all the real property, together with improvements, if any, situate, lying and being in South 1/2 of Section 22, Township 3 North, Range 68 West, of the 6"' P.M., County of Weld, State of Colorado, described as follows: All non -tributary and not non -tributary groundwater as defined by C.R.S. § 37-90-103, whether adjudicated, unadjudicated, permitted or unpermitted, underlying the property described in Exhibit A, attached hereto and incorporated by reference herein. assessor's schedule or parcel number: 120722300002 and 120722000030 TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, 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 grantor(s), either in law or equity, of, in and to the above bargained water rights, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said water rights above bargained and described with the appurtenances, unto the grantee and its successors and assigns forever. The grantor(s), for themselves, heirs and personal representatives or successors, do covenant and agree that they shall and will WARRANT AND FOREVER DEFEND the above -bargained water rights in the quiet and peaceable possession of the grantee, and its successors and assigns, against all and every person or persons claiming the whole or any part thereof, by, through or under the grantor(s). IN WITNESS WHEREOF, the grantor(s) have executed this deed on the date set forth above. Master Water Rights Deed - Non -tributary (2).doc May 18. 2001 (11.55am) 1 Date Signature RODNEY J. SCHMIDT (OWNER OF PARCEL AT REC. NO. 3414623 and REC. NO. 3519971) STATE OF COLORADO COUNTY OF ) ) ) SS. The foregoing instrument was acknowledged before me this day of 20 by My commission expires: Witness My hand and official seal. Notary Public Date Signature STATE OF COLORADO COUNTY OF ) ) ) SS. RODNEY J. SCHMIDT (OWNER OF PARCEL AT REC. NO. 3414623) The foregoing instrument was acknowledged before me this day of ,20 by My commission expires: Witness My hand and official seal. Notary Public Master Water Rights Deed - Non-tributory (2) doc May 18. 2001 (1 L55am) 2 Date Signature EQUINOX MEAD LLC (OWNER OF PARCEL AT REC. NO. 3519971) STATE OF COLORADO COUNTY OF ) ) ) SS. The foregoing instrument was acknowledged before me this day of , 20 by My commission expires: Witness My hand and official seal. Notary Public Date Signature STATE OF COLORADO COUNTY OF ) ) ) SS. ROBERT CHANSLER The foregoing instrument was acknowledged before me this day of ,20 by My commission expires: Witness My hand and official seal. Notary Public Master Water Rights Deed - Non-tributory (2).doc May 18. 2001 (11:55am) 3 Date Signature MEAD PARTNERS OPERATING, LLC BY RODNEY J. SCHMIDT, MANAGER STATE OF COLORADO SS. COUNTY OF The foregoing instrument was acknowledged before me this day of ,20 by My commission expires: Witness My hand and official seal. Notary Public Master Water Rights Deed - Non-tributory (2).doc May 18, 2001 (11:55am) 4 EXHIBIT A A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, TOWN OF MEAD, COUNTY OF WELD, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 22 WHENCE THE SOUTHWEST CORNER BEARS SOUTH 00°26'23" EAST 2648.73 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION; THENCE NORTH 88°50'51" EAST 30.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY OF 3RD STREET AND THE POINT OF BEGINNING; THENCE ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 88°50'51" EAST 1185.50 FEET TO A POINT ON THE WESTERLY BOUNDARY OF MULLIGAN RESERVOIR; THENCE ALONG THE BOUNDARY OF SAID MULLIGAN RESERVOIR THE FOLLOWING 15 COURSES; THENCE SOUTH 15°09'21" EAST 283.80 FEET; THENCE SOUTH 22°38'20" EAST 191.40 FEET; THENCE SOUTH 45°12'21" EAST 151.80 FEET; THENCE NORTH 64°29'39" EAST 129.30 FEET; THENCE NORTH 37°40'39" EAST 154.50 FEET; THENCE SOUTH 82°23'21" EAST 110.90 FEET; THENCE SOUTH 48°31'21" EAST 126.40 FEET; THENCE SOUTH 15°25'21" EAST 197.70 FEET; THENCE SOUTH 00°36'39" WEST 223.70 FEET; THENCE SOUTH 21°35'21" EAST 145.20 FEET; THENCE SOUTH 71°15'21" EAST 128.90 FEET; THENCE SOUTH 81°55'21" EAST 308.50 FEET; THENCE NORTH 67°28'39" EAST 175.20 FEET; THENCE NORTH 49°09'39" EAST 131.40 FEET; THENCE NORTH 23°1T39" EAST 192.26 FEET; THENCE NORTH 69°39'13" EAST 76.17 FEET TO THE NORTHWEST CORNER OF LOT B OF RECORDED EXEMPTION NO. 1207-22-4-AMRE-2318; THENCE ALONG THE BOUNDARY OF SAID LOT B THE FOLLOWING 3 COURSES; THENCE SOUTH 01°09'47" EAST 575.55 FEET; THENCE SOUTH 88°49'54" WEST 318.27 FEET; THENCE SOUTH 00°26'39" EAST 521.10 FEET TO THE NORTHEAST CORNER OF TRACT 2 OF WEINGARDT ESTATES; THENCE ALONG THE NORTH LINE OF SAID TRACT 2 SOUTH 88°49'43" WEST 1076.97 FEET TO THE SOUTHEAST CORNER OF THE EBERL AGRICULTURAL UNIT DEVELOPMENT; THENCE ALONG THE BOUNDARY LINE OF SAID EBERL AGRICULTURAL UNIT DEVELOPMENT THE FOLLOWING 2 COURSES; THENCE NORTH 00°26'23" WEST 303.71 FEET; Master Water Rights Deed -Non-tributary (2(_0oc May 18, 2001 (11'55am) 5 THENCE SOUTH 88°49'55" WEST 1403.01 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF 3RD STREET; THENCE ALONG SAID LINE NORTH 00°26'23" WEST 475.78 FEET TO THE SOUTHWEST CORNER OF LOT A OF RECORDED EXEMPTION NO. 1207-22-3 RE3126; THENCE ALONG THE BOUNDARY OF SAID LOT A THE FOLLOWING 3 COURSES; THENCE NORTH 89°33'37" EAST 276.73 FEET; THENCE NORTH 00°26'23" WEST 255.26 FEET; THENCE SOUTH 89°33'37" WEST 276.73 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF SAID 3RD STREET; THENCE ALONG SAID LINE NORTH 00°26'23" WEST 851.11 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 77.300 ACRES MORE OR LESS. Master Water Rights Deed - Non-tributory (2) don May 18, 2001 (11 55am) 6 THE WEINGARDT ESTATES SUBDIVISION AND THAT TRACT OF LAND LYING SOUTH OF COLORADO STATE HIGHWAY 66 ALL BEING LOCATED IN THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, TOWN OF MEAD, COUNTY OF WELD, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 22, WHENCE THE WEST QUARTER CORNER BEARS NORTH 00°26'23" WEST 2648.73 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION; THENCE ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 00°26'23" WEST 762.82 FEET; THENCE NORTH 88°49'43' EAST 30.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF 3RD STREET, SAID POINT BEING THE NORTHWEST CORNER OF WEINGARDT ESTATES AND THE POINT OF BEGINNING; THENCE ALONG THE NORTH LINE OF SAID WEINGARDT ESTATES NORTH 88°49'43' EAST 2479.98 FEET TO A POINT ON THE WEST BOUNDARY OF LOT B OF RECORDED EXEMPTION NO. 1207 -22 -4 -AM RE -2318; THENCE ALONG THE WEST BOUNDARY OF SAID LOT B SOUTH 00°26'39' EAST 614.82 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF COLORADO STATE HIGHWAY 66; THENCE ALONG THE NORTH LINE OF SAID RIGHT-OF-WAY THE FOLLOWING 4 COURSES; THENCE NORTH 87°34'04' WEST 794.68 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 11565.00 FEET, A CENTRAL ANGLE OF 04°12'46" AND A CHORD WHICH BEARS NORTH 88°49'20" WEST 850.12 FEET), 850.32 FEET; THENCE NORTH 89°48'45' WEST 319.40 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 11565.00 FEET, A CENTRAL ANGLE OF 2°18'45", CHORD OF SAID ARC BEARS SOUTH 89°01'54" WEST 466.63 FEET) 466.66 FEET; THENCE NORTH 46°52'35" WEST 69.50 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF 3RD STREET; THENCE ALONG SAID EAST RIGHT-OF-WAY LINE NORTH 00°26'23" WEST 472.24 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THE FOLLOWING DESCRIBED TRACT. COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 22, WHENCE THE WEST QUARTER CORNER BEARS NORTH 00°26'23" WEST 2648.73 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION; THENCE ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 89°29'27" EAST 30.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF 3RD STREET AND THE POINT OF BEGINNING; Master Water Rights Deed- NorHributory (2)_doc May 18, 2001 (11 55am) 7 THENCE ALONG SAID LINE NORTH 00°26'23" WEST 91.34 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY NO. 66; THENCE ALONG SAID LINE THE FOLLOWING FOUR COURSES; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 11415.00 FEET, A CENTRAL ANGLE OF 02°35'13" AND A CHORD WHICH BEARS NORTH 88°53'39" EAST 515.37 FEET), 515.42 FEET; THENCE SOUTH 89°48'45" EAST 320.87 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 11415.00 FEET, A CENTRAL ANGLE OF 04°13'32" AND A CHORD WHICH BEARS SOUTH 88°49'23" EAST 841.66 FEET), 841.85 FEET; THENCE SOUTH 87°34'04" EAST 930.73 FEET TO A POINT ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22; THENCE ALONG SAID EAST LINE SOUTH 00°33'32" EAST 20.28 FEET TO THE SOUTH QUARTER CORNER OF SAID SECTION 22; THENCE ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION SOUTH 89°29'27" WEST 2607.12 FEET TO THE POINT OF BEGINNING. THUS DESCRIBED TRACTS CONTAIN 35.757 ACRES MORE OR LESS. Master Water Rights Deed - Non -tributary (2)doc May 18. 2001 (1t55am) 8 D TETRA TECH April 9, 2009 Town Manager 441 3n° Street P.O Box 626 Mead, CO 80542 RE: Equinox Annexation and Rezoning PA's 1-6 PUD Annexation Impact Report Tetra Tech Job No. 133-2606408001 Dear Town Manager: Equinox Annexation and Rezoning PA's 1-6 PUD subdivision is requesting annexation into the Town of Mead, proposing a residential and commercial/mixed-use development. The area is located north of State Highway (SH) 66 and west of 3`d Street (Weld Country Road 7). The proposed subdivision is approximately 110 acres. In preparation for the annexation process, this report analyzes the proposed development's impact with respect to the Town of Mead's and St. Vrain Valley School District's services. If you have any questions or comments concerning this report, please feel free to contact us at 303-772-5282. Sincerely, TETRA TECH Attachments Project Manager PA133_26064_08001 Mead Place \ Deliverables\Annexation\Revised MTC Submittal MAR08kResubmittal APR08\Annexation Impact Report_APR09.doc 1900 S. Sunset Street, Suite I -F Longmont, CO 80501 Tel 303.772.5282 Fax 303.772.7039 www.tetratech.com General Site Location and Description The annexation portion of the Equinox Annexation and Rezoning PA's 1-6 PUD is located in the southwest quarter of section 22, Township 3, Range 68 West of the 6th Principal Meridian, Town of Mead, County of Weld, State of Colorado. More specifically, the site is bounded by 3'd Street (Weld County Road 7) to the west, associated land that is being rezoned and included as part of the Equinox Rezoning PA's 1-6 PUD application and State Highway 66 to the south, existing agricultural vacant land and I-25 to the east and Mulligan Lake and existing large lot residential to the north. Strategically located at a newly realigned interchange of Highway 66 and I-25, this project will act as a source of energy to the up and coming activity center of Mead. The proposed PUD (PA's 1-6) includes 113.1 acres of residential and mixed use development with a maximum of 600 single-family detached and attached residential units and a maximum of 710,028 square -feet of commercial, office, civic, and retail space. Plans for Extension of Municipal Services Water At this time, the Equinox annexation and rezoning project is located within the service district of the Longs Peak Water District (LPWD). The LPWD is scheduled to install a transmission line from north to south through the Mead Place development adjacent to. the Highland Ditch. The applicant is coordinating with the LPWD to make a connection into the new transmission line. It is the applicant's intent to pursue the use of a secondary non -potable irrigation system within the development. This system may be contained on site, or may be part of the non -potable irrigation system that will be pursued through the Longs Peak Water District or the Highland Ditch Co. Sanitary Sewer Currently, the Equinox Annexation and Rezoning development, PA's 1-6 PUD, is within the Mead Wastewater Service Area. Two parcels within the project are also included in an IGA boundary with Saint Vrain Sanitation District (SVSD). It is the developer's intent to comply with the Town's request to receive sanitary service from the Town. Natural Gas Natural gas will be provided by Xcel Energy. The applicant has met with Nicci McManigal of Xcel Energy and confirmed that the subject property will be served by Xcel Energy. Xcel Energy has existing gas service lines in the State Highway 66 and 3r° Street (Weld County Road 7) corridors as well as a gas regulator station north of the project site near the Town of Mead. • • Electric Electric service will be provided by United Power. The applicant has contacted Monica Hanson with United Power and a "will serve" letter is attached. Telephone Qwest will be the communications service provider. The applicant is currently in contact with Barton Garner of Qwest. The Equinox annexation and rezoning project will be served from existing infrastructure near the Town of Mead. A "will serve" letter is attached. Streets The PUD plan proposes one full service access point and one three-quarter turn access point along State Highway 66 and one full service access point on 3rd Street (Weld County Road (WCR) 7). The access point on 3n° Street is envisioned as a roundabout that will serve the Equinox Annexation and Rezoning PA's 1-6 PUD and Mead Place to the west. The roundabout is intended to promote safer speeds within the community and to reduce turning movement and wait times at the 3r° Street and State Highway 66 intersection. The roundabout will direct the majority of traffic on 3`a Street into the Mead Place and the Equinox Annexation and Rezoning PA's 1-6 PUD developments. The northern entrance is intended primarily as a residential entrance to accommodate the remaining residential traffic associated with this project traveling north on 3'a Street. The character and amount of traffic on 3`a Street north of this site is intended to remain similar to today's standard. Preliminary discussions of the plan with the Colorado Department of Transportation and the Town of Mead staff have been very positive with the understanding that improvements along State Highway 66 and 3'h Street will be necessary to serve the development. Mead Development Group has also begun discussions with CDOT about obtaining access permits for State Highway 66 and is aware of the permit application process. Law Enforcement The proposed development is currently under the protection of the Weld County Sheriffs Department. Law enforcement will be provided by the Town of Mead through its contract with the Weld County Sheriff's Department. Fire The proposed development is within the Mountain View Fire Protection District. The applicant has contacted the Fire Marshal and Fire Chief about service to this property. There is a possibility that a portion of land may need to be donated for fire protection use. The Fire District will follow up on this topic during the referral process after the initial annexation application submittal. • • Existing School District and Special Districts The site is located within the following school and special districts: Longs Peak Water District Longmont Soil Conservation District Northern Colorado Water Conservancy District St. Vrain & Left Hand Water Conservation District St. Vrain Valley School District Weld Library District Local Public School Impact The proposed development will generate approximately 236 students. This is based on a total student yield of 0.430 for single-family detached units and 0.37 students for single- family attached units. The yield is itemized as follows (220 single-family detached units and 380 single-family attached units): Number of Units Yield Rate* Projected Student Yield Student Facility Standard Percent of Standard Capacity SFD SFA SFD SFA SFD SFA Total Elementary 220 380 0.22 0.20 49 76 125 525 students 24% Middle School 220 380 0.10 0.08 22 31 53 750 students 7% High School 220 380 0.11 0.09 24 34 58 1200 students 5% Total 0.43 0.37 95 141 236 * Student Yield Rates based on criteria provided by Saint Vrain Valley School District dated April 2008. • 125 elementary students or 24% of the standard capacity of a 525 -student elementary school. • 53 middle school students or 7% of the standard capacity of a 750 -student middle school. • 58 high school students or 5% of the standard capacity of a 1200 -student high school. P:\133_26064 08001 Mead Place\Deliverables\Annexation\Revised MTC Submittal MAROS\Resubmittal APRO8Wnnexation Impact Report_APR09.doc LARGE MAPS AVAILABLE FOR VIEWING AT THE CLERK TO THE BOARD'S OFFICE, IN THE PUBLIC REVIEW FILE. TOWN OF MEAD Change in Land Use (Zoning) Map Land Surveying Standards Checklist Name of Annexation: EQUINOX Surveyor: David W. Cranfield, P.L.S. 29412 Date Initials Items 4/9/09 DWC 1. A scale drawing of the boundaries of the land parcel subject to the Change in Land Use Application. 4/9/09 DWC 2. All recorded and apparent rights -of -way and easements, and, if research for recorded rights -of -way and easements is done by someone other than the professional land surveyor who prepares the map, the source from which such recorded rights -of -way and easements were obtained. 4/9/09 DWC 3. All dimensions necessary to establish the boundaries in the field. (The dimensions must be shown to all control monuments used in the field survey. If the boundary runs down a line or parallels a line, the dimensions to get from the control line or monuments to the parcel must be shown. Dimensions to both ends of the control line must be shown.) 4/9/09 DWC 4. A statement by the professional land surveyor that the survey was performed by such surveyor or under such surveyors responsible charge. 4/9/09 DWC 5. A statement by the professional land surveyor explaining how bearings, if used, were determined 4/9/09 DWC 6. A description of all monuments, both found and set, which mark the boundaries of the property and of all control monuments used in conducting the survey. (Monuments such as section corners are control monuments. If you are running down a line or paralleling a line, the monuments at both ends of the line must be shown. It must be labeled on the map or plat if a monument is found or set.) 4/9/09 DWC 7. A statement of the scale or representative fraction of the drawing, and a bar -type or graphical scale 4/9/09 DWC 8. A north arrow. 4/9/09 DWC 9. A written property description, which shall include but shall not be limited to a reference to the county and state together with the section, township, range, and principal meridian or established subdivision, block and lot number, 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.) 4/9/09 DWC 10. My conflicting boundary evidence. Ties to and descriptions of all conflicting comers are shown. 4/9/09 DWC 11. Certificate block - based on the Town's standard certificates for Change in Land Use maps. 4/9/09 DWC 12. The signature and seal of the professional land surveyor. Initials of draftsperson, date of drawing and AutoCAD file name. 4/9/09 DWC 13. All calculations have been double checked on final map for any errors, transpositions, the sum of the parts equals the total length, etc. 4/9/09 DWC 14. Comer recordations have been made, or what is found in the field is identical with a previously filed corner recordation. Comer recordations have to be filed on all sections,'/. section and aliquot corners of a section. 4/9/09 DWC 15. Dimensions of lots and area of the lot are to be placed Inside the lot, dimensions of blocks or parameters of polygons are to be placed outside the block or polygon. Widths of roads, and easements are to be placed between the R.O.W. lines when possible. Dimensions must dearly Indicate the terminus point at each end. Curve data may be presented in tabular form, or with leader dimension lines. 4/9/09 DWC 16. All text and numbers are to be large enough to clearly legible at the scale drawn. Paragraph text, legal descriptions and certificates are to be in 12 pt. (0.16608") AutoCADTM Roman Simplex, Helvetica, Mal or similar "san serf' type. Title of plat is to be centered at top of the plat in type not less than .3" high. 4/9/09 DWC 17. An AutoCADTM drawing file (Release 14 - 2002) of the map, x -refs and all font files used, is to be provided on 3W IBM formatted disk , or by other acceptable electronic transfer. The use of "eTransmit" to prepare a transmittal set of the AutoCAD^'drawing is preferred. If multiple maps are used, one drawing file must combine all the parts into one map showing the entire final plat. A word processing file of the legal description on 3 '''A" IBM formatted disk is to be provided ( Word Perfect 6.1 preferred). INSTRUCTIONS 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 #1 through 10 refer to C.R.S. 38-51.106, Surveying statutes. Reviewed by: Date: Change in Land Use Map Checklist Surveyor.doc 9/29/04 10:50 pm LARGE MAPS AVAILABLE FOR VIEWING AT THE CLERK TO THE BOARD'S OFFICE, IN THE PUBLIC REVIEW FILE. Equinox Annexation and Rezoning (PA's 1-6) PUD March 20, 2009 Rev. April 9, 2009 PUD Development Plan Regulations and Design Guidelines General Provisions Authority This PUD Development Plan is authorized by Section 16-3-40, 16-4-80 and 16-4-90 of the Town of Mead Land Use Code. Applicability The provisions of this PUD Development Plan shall run with the land. The landowners, their successors, heirs, or assigns shall be bound by this Development Plan, as amended and approved by the Town Manager or Town Board of Trustees. Adoption The adoption of this PUD Development Plan shall evidence the findings and decision of the Town of Mead Board of Trustees that this Development Plan for the Equinox Annexation and Rezoning PA's 1-6 PUD is in general conformity with the Town of Mead Area Comprehensive Plan; is authorized by the provisions of Section 16-4-80 and 16-4-90 of the Town of Mead Land Use Code. Relationship to Town Regulations The provisions of this PUD Development Plan shall prevail and govern the development the Equinox Annexation and Rezoning PA's 1-6 PUD, provided however, that where the provisions of this PUD Development Plan do not address a particular subject, the relevant provisions of the Town of Mead Land Use Code, as amended, or any other applicable ordinance or regulations of the Town of Mead, shall be applicable. Enforcement To further the mutual interest of the residents, occupants, and owners of the Development and of the public in the preservation of the integrity of this PUD Development Plan, the provisions of this Development Plan relating to the use of land and the location of common open space shall run in favor of the Town of Mead and shall be enforceable at law or in equity by the Town without limitation on any power or regulation. Conflict Where there is more than one provision within this PUD Development Plan that covers the same subject matter, the provision which is most restrictive or composes higher standards or requirements shall govern unless determined otherwise by the Town. Maximum Level of Development The total number of dwellings (density) or the total commercial, business, or industrial (sq. footage) approved for development within the Planning Areas are the maximum development requested for platting or construction (plus approved density transfers, if any). The actual number of dwellings or level of development for commercial, business, or industrial properties may be less due to subdivision or site improvement plan requirements or other requirements of the Town Board of Trustees. Project Tracking At the time of subdivision final plat for any portion of the development, the applicant shall provide a summary of the development to date, along with the new final plat submission to ensure maximum development limits are not exceeded. April 9, 2009 1 Statement of Commitments The statement of commitments shall, in all cases, describe the development commitments including a method for assigning responsibility to heirs, successors, or assigns, and timing of the fulfillment of these commitments for the following: A. Dedication. A description of dedications for public use, either in specific acreage dedication (referenced by number, letter, or symbol) or specific amounts of cash -in -lieu of land or facilities. Describe the proposed ownership, utility provision, improvement schedule, and maintenance provisions for land dedicated. Any provision for on -demand dedication for right-of-way easements, parks, trails, and school sites should be stated. Title insurance shall be provided by the applicant for land dedicated to the Town. In all cases, dedicated land shall be conveyed to the Town by Warranty Deed and the Town may further convey the land to the appropriate agency, unless otherwise specified by the Board of Trustees. This PUD Development Plan shall meet the Mead Municipal Code minimum dedicated park land requirement (Section 16-13-10): Residential developments shall be required to dedicate to the Town (or to a homeowners' association) eight -hundredths (.08) acre per dwelling unit. Commercial developments shall be required to dedicate a minimum of eight percent (8%) of the gross acreage. The applicant agrees to meet the requirement through dedicated land, enhancements/improvements to land and cash -in -lieu, or a combination thereof. More detailed information as to specific locations and size allocations of the dedications will be available at time of Final Plat. B. On or off -site improvements. Provision shall be made for the construction of community on or off -site improvements through irrevocable letters of credit for the imposition of pro rata fees for the following: This information can be provided at more detailed design phases in the future. 1. Wildlife Preservation Plan 2. Wetlands/Riparian Preservation Plan 3. Project Phasing 4. Fire Protection — see the Development Impact Assessment Statements in Tab S. 5. School Sites — see Tab R. 6. Payment of Taxes on Land to be Dedicated for Public Use 7. Other Commitments Imposed by the Board of Trustees — No commitments have been imposed by the Board of Trustees at this time. 8. Park Improvements will be constructed concurrently as development occurs. C. Design Guidelines. Design guidelines shall be provided for multi family development in PA -4 at time of Final Plat. April 9, 2009 2 Overall PUD Intent These PUD Development Standards serve to regulate land use within the Equinox Annexation and Rezoning PA's 1-6 PUD. These Regulations are enforceable within the Equinox Annexation and Rezoning PA's 1-6 PUD and take precedent over the Town of Mead Zoning Regulations and Land Use Code where applicable. Definitions Building Group —Within the Single -Family Detached category, a building group is a single detached dwelling unit. Within the Mixed Use category, a building group is the building footprint created by a set of attached units or stores. Building Cluster - A home, or group of homes, that is accessed off of, or grouped around, a common interior access easement. PUD Net Developable Area — The remaining acreage of the overall development site after publicly dedicated Right -of -Way is excluded. Net Planning Area Development Area - The remaining platted acreage of a Planning Area, or portion thereof, after publicly dedicated Right -of -Ways and oil/gas well setbacks are excluded that creates the Planning Area boundary. On —Street Parking — Pull -in (90 degree or angled) parking or parallel parking on the side of a street. Parking Court — An off-street parking area that is used exclusively for and contains parking stalls which are accessed by a single drive aisle. Parking Lot — An off-street parking area that is used exclusively for and contains parking stalls which can be accessed by more than one drive aisle. Planning Area — A Planning Area (PA) delineates a land area boundary with a specific land use and density. The Planning Area may have a unique set of dimensional and density standards. Density Regulations The total number of residential dwelling units within the Equinox Annexation and Rezoning PA's 1-6 PUD is limited to 600 units, and may be any combination of Single -Family Detached (SFD), Attached (SFA), and Multi Family (MF). Dwelling units may be transferred from Planning Area to Planning Area as long as the transfer does not result in a change of the number of units or the Planning Area acreage by more than 10% of the maximum allowable amounts for any Planning Area on the PUD Land Use Plan (Exhibit A). Additionally, the maximum unit count for PA -4 will not exceed 240. Acreage transfers of more than 10% require Board of Trustees approval. Non-residential uses are not allowed in PA -1. Residential uses are not permitted in PA -2A, PA -2B, PA -2C, PA -3, PA -5 and PA -6. General 1. No obstructions taller than 24", including buildings, will be allowed within the corner sight triangles. 2. Oil and gas well and production facility setbacks to lot lines are a minimum of 150'; to occupied buildings are a minimum of 200'; to a building intended as a place of assembly, institution, or school is 350'; to streets is 75'. 3. A surface use agreement, whether a detailed agreement between parties or based upon State Senate Bill 237, pertaining to the on -site oil/gas wells shall be in place before the Board of Trustee's final action on the plat. 4. A 50' buffer shall be provided along the northern boundary of PA - 1. 5. This PUD shall conform with the Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities (ADAAG) and will be demonstrated at time of plat. Open Space Dedicated open space or park land may be dedicated to the Town, Homeowner's Association or Metropolitan District. Open space areas can include, but are not limited to, parks, trails, landscape buffers, civic gathering areas and common areas, all subject to final Board of Trustee's approval. April 9, 2009 This PUD Development Plan will meet the minimum park land dedication required as specified in the Municipal Code (Section 16-13-10). This total requirement shall be met with a combination of dedicated land, enhancements/improvements to land and cash -in -lieu. Open Space areas shall be a minimum of 30' in width. The width of open space areas may be reduced from 30' for short distances to accommodate topography, connectivity and other design constraints based on administrative approval. PA — 2A, PA -2B and PA -2C shall be credited towards Open Space. The following shall not count towards open space: • Private lots or yards on fee -simple lots • Public or private street rights -of -ways • The 150' radius setback area surrounding Oil and Gas wells and/or Oil and Gas well production facilities. • Parking areas and driveways • Designated outdoor storage areas • Actual flow channel areas • Detention ponds April 9, 2009 4 Residential - Single Family Detached Intent To provide development standards for single-family residential lots in PA — 1A, PA -1B, PA -1C and PA -4. Minimum Lot Size Development Standards PA — 1A:. Lots adjacent to existing homes along the northern perimeter will be a minimum of 10,000 s.f. For those lots not adjacent to existing homes along the northern perimeter, 20% may be between 6,000 s.f. and 7,000 s.f. and the remaining lots shall be a minimum of 7,000 s.f. PA -1B and PA -1C: singe -family detached lots are allowed and will conform to density and unit restrictions as outlined in the land use chart (Exhibit A). Setbacks and lot sizes are explained in the Development Chart. Encroachments and Projections Eaves, cantilevers, foundation abutments and window wells may encroach into the side, rear and front yard setbacks up to 2'. Parking Standards Parking may occur within any of the following: free standing garages, garages within residential buildings, tandem parking, or as on — street parking (pull -in or parallel). Parking lots are not permitted except to service parks and open space areas. A minimum 2 -car garage will be required with each single-family detached lot. The 2 required off-street parking spots required per unit will be provided in the required 2 - car garage and driveway. Tandem garage parking is not allowed to count as the 2 required parking spaces. On -street parking will be used primarily for guest parking and is allowed if is mostly configured as parallel parking. Housing Model Diversity" A mix of housing models shall be included based on the size of the project area. In order to promote such variety, the following minimum guidelines shall be met: • A minimum of two (2) housing collections shall be required for every forty-five (45) acres or more, including such plans that are part of a phased overall development. • Required differentiation in models may be defined by significant variation as demonstrated by the following components: Floor plan configuration. Massing. Garage configuration. Garage orientation Size. Program (Home model /style offered to meet the intended demographic). Color scheme. April 9, 2009 5 Exterior materials. • No more than one repetition of a floorplan or model with the same elevation style shall be planned within 3 lots on the same block face. • Identical models, unless those with different color schemes and different exterior elevations, shall not be placed directly across any street from one another. • Models are encouraged to have a mix of 1 -story, 1% -story and two story configurations. ,«*err sF • • Models are encouraged to have a mix of garage loading configurations, such as: detached and attached garages in front and side loaded. • Variation in garage forward versus house forward elevations is encouraged. April 9, 2009 6 • These requirements are in addition to requirements for Stylistic Diversity contained herein. Stylistic Diversity The following minimum guidelines shall be met: • A minimum of three (3) distinct models per housing collection will be required. Each model will be required to have at least three (3) architectural styles and color schemes which may be selected to promote architectural diversity and allow latitude for homebuyer preferences. ' Photos are for illustrative purposes only. April 9, 2009 7 Mixed Use Intent The intent is to provide standards for a variety of compatible uses, including, but not limited to residential, neighborhood retail and commercial, office, community recreation, places of worship, and civic facilities. Residential over retail or office, and office over retail are permitted uses in PA -1B, PA -1C and PA -4. SFD and SFA residential uses are allowed in PA -1B, PA -1C and PA -4. Multi family uses are allowed only in PA -4. Neighborhood retail and commercial, office, community recreation and civic facilities are allowed in PA -3, PA -5 and PA -6 Purpose The Mixed Use (MU) District is intended to provide for well designed, attractive, and innovative buildings containing certain compatible retail, business, office, residential and institutional uses for a large tract of land that gives reasonable flexibility needed for development over a period of time to both the developer and to the municipality, but excludes uses that are too intensive, are purely or essentially manufacturing in nature, or are more suitable for typical industrial parks. Permitted uses may be combined in one building or on one lot. Permitted uses may include other retail stores not specifically listed herein, which are determined to be compatible with and similar to permitted uses by the Zoning Administrator, or Town Manager. Permitted uses 1. Residential - Single Family Attached and Single Family Detached 2. Residential — Multi- Family (allowed only in PA -4) 3. Antique shops and associated repair and restoration activities incidental to such retail trade, but specifically excluding rummage and similar second-hand, resale, surplus, and consignment shops, flea markets, and similar operations; 4. Art galleries, studios, and art supply stores; 5. Automotive uses as follows (subject, however, to conditional use permits for certain functions): (a) Automobile accessories and parts retail stores; (b) Automobile rental facilities when part of another permitted or conditional use such as, but not limited to, a hotel; (c) Automobile retail service stations (gas stations) and car washes, including sales of convenience foods and goods incidental to the retail sale of automotive fuel: 6. Indoor banquet facilities; 7. Bowling alleys; 8. Catalogue sales stores; 9. Catering facilities, if incidental to restaurants or banquet facilities; 10. Clothing, dry goods, and shoe stores; 11. Crafts and picture framing stores, retail only; 12. Department stores smaller than 25,000 square feet; 13. Dining, open-air; 14. Drive-in, drive -up, or drive -through service as part of any permitted or conditional use; 15. Drug stores and pharmacies; 16. Furniture, home furnishings, and floor covering stores; 17. Grocery or fruit and vegetable stores; 18. Hardware, home improvement, and home decorating stores; 19. Home appliance sales and service stores, conducted as one integrated operation; 20. Interior decorating shops, with furniture repair and refinishing only if incidental to retail sales; 21. Jewelry and watch sales and repair shops; 22. Liquor retail sales stores, but only carry -out packaged goods; April 9, 2009 8 23. Mailing and packaging service shops, retail only; 24. Meat, seafood, or poultry markets, if no slaughter or stripping is involved 25. Office equipment and computer sales and repair; 26. Office supply stores; 27. Parks and open space, including outdoor plazas; 28. Pet shops or animal care clinics, excluding extended stay boarding services, when conducted wholly within an enclosed building; 29. Post offices; 30. Quick -printing and copying shops; 31. Rental service stores; 32. Restaurants, fast-food or tablecloth sit-down, and outdoor patio types; 33. Restaurants with sales of alcoholic beverages for consumption on the premises, if incidental to the serving of food and subject to the issuance of a liquor license in accordance with the provisions of the Mead Municipal Code; 34. Restaurants including indoor dancing or live entertainment. Adult use oriented entertainment is excluded; 35. Sporting goods, hobby, and toy stores; 36. Theatres, indoor motion picture; 37. Video and electronic media rental and sales stores; 38. Yard and garden equipment retail sales with service facilities that are secondary to the permitted or conditional use, conducted as one integrated operation and wholly within a completely enclosed building. Outside storage and display areas are excluded; 39. Any public building, structure, or facility erected or leased by any municipality, county, state, or federal government, or branch, department, or agency thereof, other than office uses as permitted in this district. Correctional facilities are excluded; 40. Business offices, such as corporate headquarters, district, branch, sales, telemarketing, advertising, computer facility, payment processing, and similar business offices in which goods, wares, or merchandise are not commercially created, displayed, stored, exchanged, or sold on the premises; 41. College, business, or trade schools and personnel training centers (public or private) 42. Drive-in, drive -up, or drive -through facilities associated with any permitted or conditional use; 43. Professional offices, such as medical and dental offices and clinics, legal, insurance, real estate, accounting, and other similar professional offices; 44. Financial offices and institutions, such as commercial banks, savings and loans, stock or commodities brokers, commercial and real estate financing offices, credit unions, real estate title, mortgage fiqs, and other similar financial services offices, but not including drive -through facilities; 45. Offices of non-profit organizations, such as professional organizations, civic, social, and fraternal associations, political organizations, and similar entities, but not Houses of Worship; 46. Hotels and motels, including dining and meeting rooms, restaurants, lounges, and related accessory uses; 47. Public or private clubs, athletic, and recreational facilities, including health clubs, gymnasiums, and indoor sports facilities; 48. Dance studios, yoga studios, multipurpose performance spaces 49. Live -work spaces, retail, office, and residential 50. Salesrooms for display of sample products only and offices that are incidental to the permitted uses in this Section; 51. Services or commercial uses intended primarily to serve the immediate convenience needs of persons employed in the area, including stationery and office supply stores, mailing services, restaurants, dry cleaners, excluding large scale dry cleaning plants, and similar uses; 52. Accessory buildings, accessory structures, and accessory uses to the permitted principal uses in this Section as provided for in the Mead Zoning Code; 53. Off-street parking and loading facilities as required or permitted by the Mead Zoning Code; Conditional Uses. 1. Department stores larger than 25,000 square feet. April 9, 2009 9 2. Hotels and motels, including dining and meeting rooms, restaurants, lounges, and related accessory uses; 3. Houses of Worship and associated day schools, limited to a 10 -acre maximum site; 4. Landscaping and gardening centers for retail sale of plants, flowers, trees, seeds, and related landscaping materials, and nurseries operated in conjunction therewith; 5. Nursing homes, convalescent and assisted care homes, hospices, and other similar specialized care facilities; 6. Outdoor sales, storage, and display in conjunction with any permitted or conditional use; 7. Retail sales accessory to the permitted principal uses that are limited to 10% or less of the total square footage; 8. Live Entertainment Uses. This excludes Adult Entertainment. Prohibited Uses. 1. Industrial Uses Residential - Single Family Attached Uses / Multi family Uses General Single Family Attached products may include building groups and clusters with maximum Planning Area densities of 8.0 du/ac in PA -1B, 14.0 du/ac in PA -1C and 20 du/ac in PA -4. Clustered homes may be detached or attached products. Units may be developed on fee -simple lots or with the area between buildings groups designated as common area. Parking Standards Required parking spaces may be attached, detached, or clustered in a common parking area. A ratio of .5 spaces per unit shall be provided as guest parking. Parking may occur on any of the following: on — street parking (pull -in or parallel), parking courts, small parking lots, free standing garages and carports, garages within residential buildings, and tandem parking. Projects with long, monotonous drive lanes flanked with on -street pull -in parking or large, undivided parking lots are not permitted. When parking within residential structures is not used, dispersed parking courts and parallel parking along local drives are the desired alternatives. Parking courts, or small parking lots, should be concealed from neighborhood streets and entry drives by placing them to the rear of buildings whenever feasible. Unless existing adjacent uses are considered incompatible, the extent of parking on perimeter drives should be minimized. On -street parking adjacent to these buildings or on perimeter drives may not be credited towards the two required parking spaces per unit, but may count towards the guest parking requirements. Encouraged Residential Parking Treatments April 9, 2009 10 General Neighborhood Commercial, Regional Commercial, Retail, Office and Civic Uses Parking Standards Parking may occur on any of the following: on — street parking (pull -in or parallel), parking courts, or parking lots. Parking courts and parking lots, should be screened from perimeter neighborhood streets and entry drives with berming and landscape material. Encouraged Non-residential Parking Treatments Street Standards Maximum cul-de-sac length (as approved by the Fire Department) = 600' Minimum horizontal radius (centerline) on a local street = 100' Minimum horizontal radius (centerline) on a collector street = 300' Street classifications and cross sections Exhibit C April 9, 2009 I I Development Standards }il" ti '�•-A g4 r p '' ! . 3lifl " .jny!i,R. " r I`-4 lE. i ��yg�T ni ai !�Sati4��''� 1"C 41 a( �,t w •-'r — ,�n` i xS �t � ? I '27 1'kk f -fa c.t ry JL �{ "•. a2 �d �'.V' n .. t.... t 3}� �� PA -6 PA -1A PA -1B PA 1C PA -3 PA -4 PA -5 Overall Building Setback from 3 Street 40' N/A N/A N/A N/A N/A 50' Parking/Parking Lot Setback from 3`d Street 20' N/A N/A N/A N/A N/A 20 50• Building Setback from State Highway 66 N/A N/A N/A N/A N/A 50 Parking/Parking Lot Setback from State Highway 66 N/A N/A N/A N/A N/A 50• 50' Oil & Gas Well/Production Facility Setbacks to Lot Lines 150' 150' 150' 150' 150' 150' 150' Oil & Gas Well/Production Facility Setbacks to Occupied Buildings 200' 200' 200' 200' 350' 200' 200' 200' Oil & Gas Well/Production Facility Setbacks to Buildings of Assembly, Institutions or Schools 350• 350• 350' 350 75' 350' 350' Oil & Gas Well/Production Facility Setbacks to Streets 75' 75' 75' 75' 75' 75' Minimum Lot Size (s.f.) 7,000 / 6,000 1,500 1,500 N/A 1,500 N/A N/A Minimum Lot Size on Northern Boundary 10,000 N/A N/A N/A N/A N/A N/A Minimum Lot Width at Setback Line (feet) 50' 20' 20' N/A 20' N/A N/A April 9, 2009 12_ QRJi' F ( $: -' NNI '14 ii5�111{ B4. Sfi gx,( 'Ni'1""S�fi� d �'' • .Ny. .. .. S 4a � �,y PJk ?11 1.t '� c� 4�7�� i�.' & }'. ;PA 1 .J.^'ti J {3.] Sett _ .� '�e fi12 i35�" f t i 0} axed y ¢`tF ,�,M I4.- IC PA - 3 PA 4 �t PA - 5 PA - 6 Minimum Lot Width at Property Line (feet) 30' 20' 20' N/A 20' N/A N/A Minimum Building Footprint (s.f.) N/A 1000sf 1000sf N/A 1000sf N/A N/A Maximum Building Height 35' 35' 35' N/A 45' N/A N/A Maximum Number of Stories N/A N/A N/A N/A 3 N/A N/A Setbacks Residential Uses from Highway 66 N/A N/A N/A N/A 300' 300' 300' Front Building from Property Line / R.O.W. / Interior Access Easement 15' 10' 10' N/A 10' N/A N/A Garage Door from Right -of -Way I Interior Access Easement 20' 20' 20' N/A 20' N/A N/A Rear Front Load Products 1 Building from Property Line 15' 10' 10' N/A 10' N/A N/A Rear Load Products To Building from Lot Line / Alley Access Easement 6' 6' 6' N/A , 6' N/A N/A To Building from Alley Pavement Edge 6' 6' 6' N/A 6' N/A N/A Side Attached Units N/A 0' 0' 1 N/A 0' N/A N/A Detached Units 5' 5'/0'* 5'/0'* N/A 5'/0'* N/A N/A April 9, 2009 13 �x t�" di+( ' f K 4 .;a r ' `ltx '_<< t�k�y..ft =!.� - y PA -1A pii �Oi'a •x '�'4. t ' Si+ e�a�- PA -1B �� `�` I n. Y. 5� 4.� ,. �fi .., PA -1C ` 4 4 .:.`h r a'.a,.4. PA -3 t��, � ,•� ' ,, t,a ; . *x ti#' fit+ ' u, ,m .r.`. PA -4 PA -5 PA -6 Corner Yard 10' 10' 10 N/A N/A 10' N/A N/A Building Separation between Building Groups** 10' 20' 20' 20' N/A N/A Separation between Building Clusters 30' 20' 20' N/A 20' N/A N/A Building Setback from Collector 20' 20' 20' N/A 20' N/A N/A Parking Setback from Collector 15' 15' 15' N/A 15' N/A 1 N/A Building Setback to Interior Access Easement 15' 10' 10' N/A 10' N/A N/A Building Separation to Detached Garage or Carport Structure 10' 10' 10' N/A 10' N/A N/A Minimum Off-street Parking Spaces per dwelling unit 2 2 2 N/A 1 N/A N/A Mixed Use:' • , :. Building Setback from Collector N/A 20' 20' 20' 20' 20' 20' Parking Setback from Collector N/A 15' 15' 15' 15' 15' 15' Building Setback from Commercial Local (with and without Parking) N/A 10' 10' 10' 10' 10' 10' Off -Street Parking Setback from Commercial Local (with and without parking) N/A 15' 15' 15' 15' , 15' 15' Building Setback to Interior Access Easement N/A 10' 10' 10' 10' 10' 10' April 9, 2009 14 .xix PA-1A PA —18 PA -1C PA -3 PA -4 PA -5 PA -6' Parking Setback to Interior Access Easement N/A 0' 0' 0' 0' 0' 0' Building Separation from Parking N/A 15' 10' 10' 10' 10' 10' Maximum Building Height N/A 45' 45' 45' 45' 45' 45' - Standard single-family detached product will meet the 5' setback on each side. Zero setback products will require a minimum of 10' building to building separation. ** - The more restrictive standard applies. April 9, 2009 15 • • y May 5, 2008 Mead Development Group, Inc. 9055 East Mineral Circle #100 Centennial, Colorado 80112 Ann: Mr. Roger Hollard Re: Stated Groundwater Levels In Our Exploration Report Mead Place / Town Center Planned Mixed Use Development Mead, Colorado EEC Project No. 1072158 Mr. Hollard: EARTH ENGINEERING CONSULTANTS, INC. We have been asked to reply to the comments from the Town of Mead regarding our stated groundwater in our Subsurface Exploration Report for the Mead Place / Town Center Planned Mixed Use Development, Project No. 1072158, dated January 17, 2008. At the time of our original exploration, twenty one (21) PVC piezometers were installed at each specific boring location to allow for longer -term monitoring of groundwater levels on the site. The stated groundwater levels on Page 4 of the above referenced report are incorrect. The groundwater levels on Page 4 of the report should read "from approximately six (6) feet to sixteen (16) feet below present ground surface." We apologize for this error and appreciate this being brought to our attention. If you have any questions concerning this report, or if we can be of further service to you in any other way, please do not hesitate to contact us. Very truly yours, Earth Engineering Consultants, Inc. Gary J. Higgins Engineering Geologist cc: Tiffany I Iolcomb — tholcomb@nuszer-kopatz.com Reviewed by: Lester L. Litton, P.F.. Principal Engineer 4396 GREENFIELD DRIVE WINDSOR, COLORADO 80550 (970) 545-3908 FAX (970) 663-0282 SUBSURFACE EXPLORATION REPORT MEAD PLACE / TOWN CENTER PLANNED MIXED -USE DEVELOPMENT MEAD, COLORADO EEC PROJECT NO. 1072158 January 17, 2008 Mead Development Group, Inc. 9055 East Mineral Circle #100 Centennial, Colorado 80112 Attn: Mr. Roger Hollard Re: Preliminary Subsurface Exploration Mead Place / Town Center Planned Mixed Use Development Mead, Colorado EEC Project No. 1O72158 Mr. Hollard: EARTH ENGINEERING CONSULTANTS. INC. Enclosed, herewith, are the results of the preliminary geotechnical subsurface exploration you requested for the referenced project. In summary, the subsurface materials encountered in the test borings consisted of sandy lean clay overlying siltstone and claystone bedrock. Groundwater was encountered in all borings at the time of our field exploration. Based on the materials encountered in the test borings, we expect lightly loaded site buildings could be supported on conventional footing foundations bearing on the near surface sandy lean clay soils or underlying highly weathered bedrock. More heavily loaded structures might be supported on drilled pier foundations extending into the bedrock. The near surface soils appear useable for support of the floor slabs and pavements. Preliminary geotechnical recommendations concerning design and construction of the foundations and support of floor slabs and pavements are provided in the attached report. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning the enclosed report, or if we can be of further service to you in any other way, please do not hesitate to contact us. Very truly yours, Earth Engineering Consultants, Inc. Gary J. Higgins Engineering Geologist Lester L. Litton, P.E. Principal Engineer 4396 GREENFIELD DRIVE WINDSOR, COLORADO 80550 (970) 545-3908 FAX (970) 663-0282 Reviewed by: SUBSURFACE EXPLORATION REPORT MEAD PLACE / TOWN CENTER PLANNED MIXED -USE DEVELOPMENT MEAD, COLORADO EEC PROJECT NO. 1072158 January 17, 2008 INTRODUCTION The preliminary geotechnical subsurface exploration for the Mead Place/Town Center Planned Mixed -Use Development property located on the north side of Colorado State Highway 66, starting from approximately one -quarter (') mile west of Interstate 25 and continuing approximately one and one-half (1'/Z) miles west to the Great Western Railroad tracks and continuing north for approximately one-half ('/z) mile, in Mead, Colorado, has been completed. As a part of this exploration, twenty one (21) soil borings were extended to depths of approximately 15 to 25 feet below present site grades to develop information on existing subsurface conditions. Individual boring logs and a diagram indicating the approximate boring locations are provided with this report. Site photographs of the property at the time of our exploration are also provided with this report. The Mead Place/Town Center Property includes approximately 300 acres of development area. We understand this development will include mixed use residential and commercial/retail development. We expect the site structures will be one or two story wood or metal frame buildings constructed either as slab -on -grade or with full basements. • Foundation loads for the residential buildings are expected to be light with continuous wall loads less than 2 kips per lineal foot and individual column loads less than 50 kips. Foundation loads for the commercial/retail buildings are expected to be light to moderate with maximum continuous wall loads in the 4 kips per lineal foot range and individual column loads up to 200 kips. Floor loads are expected to be light. Site infrastructure will include city streets and utilities. Small grade changes are expected to develop final site grades. EEC Project No. 1072158 January I7, 2008 Page 2 Earth Engineering Consultants, Inc. The purpose of this report is to describe the subsurface conditions encountered in the borings, analyze and evaluate the test data and provide preliminary geotechnical recommendations concerning design and construction of foundations and support of floor slabs for site structures and geotechnical recommendations for development of site infrastructure. EXPLORATION AND TESTING PROCEDURES The test boring locations were selected and established in the field by representatives of Earth Engineering Consultants, Inc. (EEC). Field locations were determined by pacing and estimating angles from identifiable site features. The twenty one (21) borings were completed in the field by EEC personnel, and subsequently located both horizontally and vertically by Tetra Tech RMC, Inc. Photographs of the site at the time of drilling are included with this report. The borings were performed using a truck mounted, CME-45 drill rig equipped with a hydraulic head employed in drilling and sampling operations. The boreholes were advanced using 4 -inch nominal diameter continuous flight augers. Samples of the subsurface materials encountered were obtained using split -barrel and California barrel sampling techniques in general accordance with ASTM Specification D-1586 and using thin -walled "Shelby" tube sampling procedures in general accordance with ASTM specification D-1587. In the split -barrel and California barrel sampling techniques, standard sampling spoons are driven into the ground by means of a 140 -pound hammer falling a distance of30 inches. The number of blows required to advance the samplers is recorded and used to estimate the in - situ relative density of cohesionless materials and, to a lesser degree of accuracy, the consistency of cohesive soils. In the California barrel and Shelby tube sampling procedures, relatively undisturbed samples are obtained from the field. All samples obtained in the field were sealed and returned to the laboratory for further examination, classification and testing. Moisture content tests were performed on each of the recovered samples. In addition, the unconfined strength of appropriate samples was estimated using a calibrated hand Earth Enginecring Consultants, Inc. EEC Project No. 1072158 January 17, 2008 Page 3 penetrometer. Washed sieve analysis and Atterberg limits tests were completed on selected samples to evaluate the quantity and plasticity of the fines in the subgrades. SwelUconsolidation tests were performed on selected samples to evaluate the tendency of the site soils to change volume under load with increased moisture. Results of the outlined tests are indicated on the attached boring logs and summary sheets. As a part of the testing program, all samples were examined in the laboratory by an engineer and classified in accordance with the attached General Notes and the Unified Soil Classification System based on the texture and plasticity of the soil. The estimated group symbol for the Unified Soil Classification System is indicated on the boring logs. A brief description of the Unified Soil Classification System is included with this report. SITE AND SUBSURFACE CONDITIONS The proposed subdivision will be located on the north side of Colorado State Highway 66, starting from approximately one -quarter (%) mile west of Interstate 25 and continuing approximately one and one-half (l 1/2) miles west to the Great Western Railroad tracks and continuing north for approximately one-half ('A) mile, in Mead, Colorado. The site varies in slope, with the western portion sloping gently to the west-southwest and the eastern portion sloping gently to the east-northeast with a maximum difference in ground surface elevation across the site estimated to be approximately 40 feet. The site consists of multiple individual properties and appears to have been used primarily as agricultural and ranching land. Several existing buildings and oil/gas wells were noted across the site by EEC personnel. An EEC field engineer was on site during drilling to evaluate the subsurface conditions encountered and direct the drilling activities. Field logs prepared by EEC site personnel were based on visual and tactual observation of disturbed samples and auger cuttings. The final boring logs included with this report may contain modifications to the field logs based on the results of laboratory testing and evaluation. Based on the results of the field borings and laboratory evaluation, subsurface conditions can be generalized as follows. S EEC Project No. 1072158 January 17, 2008 Page 4 Earth Engineering Consultants, inc. Approximately 6 to 12 inches of topsoil and vegetation were encountered at the surface of the borings. The topsoil and vegetation were underlain by five and one-half (5V2) feet to fourteen (14) feet of brown to red sandy lean clay or lean clay with sand over siltstone/claystone bedrock. The sandy lean clay or lean clay with sand was soft to very stiff with low to no swell potential as measured in laboratory testing at current moisture and density. The underlying siltstone/claystone bedrock was soft to moderately hard and was generally less weathered with depth. The bedrock formation exhibited low to no swell potential as measured in laboratory testing at current moisture and density. The stratification boundaries indicated on the boring logs represent the approximate locations of changes in soil and rock types. In -situ, the transition of materials may be gradual and indistinct. GROUNDWATER CONDITIONS Observations were made while drilling, after completion and several days after drilling of the borings to detect the presence and depth to hydrostatic groundwater. Field slotted PVC piezometers were installed at each of the boring locations to allow for the longer term measurements. At the time of drilling, free water was observed at depths ranging from approximately seven (7) feet to thirteen (13) feet below present ground surface. Longer term measurements in the cased borings would be required to more accurately evaluate groundwater levels and fluctuations in the groundwater levels over time. Fluctuations in groundwater levels can occur over time depending on variations in hydrologic conditions and other conditions not apparent at the time of this report. Zones of perched and/or trapped water may be encountered at times throughout the year in more permeable zones in the subgrade soils. Perched water is commonly encountered in soils overlying less permeable bedrock. The location and amount of perched/trapped water can also vary over time depending on hydrologic conditions and other conditions not apparent at the time of this report. Earth Engineering Consultants, Inc. EEC Project No. 1072158 January 17, 2008 Page 5 ANALYSIS AND RECOMMENDATIONS Foundations At expected foundation bearing depths, the subgrade materials may consist of either stiff to soft lean clay soils or highly weathered bedrock. An approximate bedrock contour diagram and a diagram indicating the expected depth to bedrock are provided with this report. Those diagrams are based on a limited number of data points and, unlike surface contours, visual confirmation of topographic features is not possible. The site structures are expected to have foundation column loads varying from less than 50 kips to greater than 200 kips. In general, we expect column loads less than 100 kips could be supported on footing foundations bearing in the overburden lean clay soils. We expect column loads in excess of 200 kips would likely be supported on footing foundations bearing on structural fill, directly on the site bedrock or on drilled pier foundations bearing on the weathered bedrock. Support of column loads in the range of 100 to 200 kips could be either footings or piers extending to the bedrock and might be able to be supported on footing foundations on the overburden soil, depending on the consistency of the material at the specific building location. Footings in this load range to be supported on the lean clay soils should be evaluated separately based, in part, on the thickness of the clay layer above the bedrock and associated settlement estimate. Footing Foundations Based on materials observed at the test boring locations, we anticipate lightly loaded structures could likely be supported on footing foundations bearing in the overburden sandy lean clay soils. A portion of the site structures, whether based on full basement construction or on specific site locations, may have footing foundations extending to bear on the siltstone/claystone bedrock. Footing foundations on the siltstone/claystone bedrock could generally be used to support light to moderately heavy loads. I Earth Engineering Consultants, Inc. EEC Project No. 1072158 January 17, 2008 Page 6 For lightly loaded footing foundations bearing on the overburden sandy lean clays, we suggest foundations would extend through all existing vegetation and surface topsoil and bear in the natural, stiff to very stiff lean clay with varying amounts of sand. For design of footing foundations bearing in the natural, stiff to very stiff lean clay, we would anticipate using net allowable total load soil bearing pressures in the range of 1,500 psf to 3,000 psf. The net bearing pressure refers to the pressure at foundation bearing level in excess of the minimum surrounding overburden pressure. Total load should include full dead and live loads. Softer overburden soils were encountered in borings B-3, B-5, B-7, B-14 and B-16. Care should be taken during final design and construction to thoroughly evaluate the bearing soils to see that all footing foundations are supported on suitable strength natural materials. If unacceptable soils are observed, it may be necessary to remove those materials and develop suitable fills for support of the foundations or extend footings to bear in the underlying bedrock. For footing foundations extending to bear in the soft to moderately hard highly weathered siltstone/claystone bedrock, we expect net allowable total load soil bearing pressures in the range of 5,000 psf would be possible. We would expect the foundations for individual buildings be extended to bear in similar strata Exterior foundations and foundations in unheated areas would normally be located at least 30 inches below final adjacent exterior grade to provide frost protection. We believe formed continuous footings would have minimum widths in the range of 12 to 16 inches and isolated column foundations would have minimum widths in the range of 24 to 30 inches. Care should be taken at the time of construction to see that footing foundations are extended to suitable strength natural materials. Care should also be taken during final design and construction to see that the swell potential of anticipated bearing soils is evaluated to reduce the potential for higher expansive materials remaining in place beneath the footings. Eanh Engineering Consultants, Inc. EEC Project No. 1072158 January 17, 2008 Page 7 We would expect the long-term settlement of the outlined footing foundations supported on suitable strength sandy lean clays or underlying highly weathered sandstone bedrock would be estimated to be less than 1 inch. Specific building settlement should be evaluated as a part of final design and would depend on design loads and bearing materials. Drilled Pier Foundations For support of more heavily loaded buildings, where footings would not extend to bear in the highly weathered bedrock, we anticipate drilled pier foundations would be used. Drilled piers would develop bearing capacity through end bearing and skin friction in the underlying highly weathered siltstone/claystone bedrock. We suggest total load end bearing pressures of 15 to 30 ksf would be recommended for design of drilled pier foundations extending at least 5 feet into the underlying bedrock. Skin friction values of 1500 to 3000 psf would be expected for at least a portion of the penetration. Based on subsurface conditions observed at the time of our field observations, we anticipate temporary casings may be required to maintain open boreholes for construction of the drilled pier foundations. Care would be required at the time of construction to thoroughly clean the bearing surface and to place concrete as soon as practical after completion of the borings. Seismic Based on the results of our completed subsurface exploration of the site, foundations bearing on the site overburden sandy lean clay and/or clayey sand soils or foundations extending in the underlying bedrock, would be supported on a seismic Site Class D, in accordance with the International Building Code (2003 IBC). Floor Slab/Pavement Subgrades Any existing vegetation and/or topsoil should be removed from beneath fill, floor slabs, slabs -on -grade and proposed pavements. After stripping and completing all cuts and prior to EEC Project No. 1072158 January 17, 2008 Page 8 Earth Engineering Consultants, Inc. placement of any fill, structures or pavement, we recommend the in -place soils be scarified to a minimum depth of 9 inches, adjusted in moisture content and compacted to at least 95% of the material's maximum dry density as determined in accordance with ASTM Specification D-698, the standard Proctor procedure. The moisture content of the scarified soils should be adjusted to be within the range of±2% of standard Proctor optimum moisture at the time of compaction. Fill soils required to develop site grades should consist of approved, low -volume change materials which are free from organic matter and debris. Based on testing completed as a part of this project, it is our opinion the near surface sandy lean clay could be used as fill in these areas. Off -site similar soils or possibly, structural fill could also be used in the building areas. The site sandy lean clay would be susceptible to strength loss and instability when wetted. If construction occurs during wet periods of the year, stabilization of the pavement subgrades may become necessary to develop a suitable paving platform. Fly ash stabilization of the pavement subgrades could be considered. We would be pleased to provide additional recommendations concerning subgrade stabilization at your request. Care should be taken after preparation of the subgrades to avoid disturbing the subgrade materials. Materials which are loosened or disturbed by the construction activities or materials which become dry and desiccated or wet and softened should be removed and replaced prior to placement of the overlying floor slabs, flatwork or pavements. Pavements We expect the site pavements will be used predominately by automobiles and light trucks. Some heavier truck traffic may use a portion of the pavements. Based on prior experience with similar soil subgrade and traffic conditions, we recommend the pavement section for "local", low volume streets consist of at least 4 inches of hot Earth Engineering Consultants, Inc. EEC Project No, 1072158 January 17, 2008 Page 9 bituminous pavement (HBP) over 6 inches of aggregate base course (ABC). Thicker sections may be warranted in higher traffic volume pavements or areas of heavier truck traffic. The recommended pavement section is a minimum. Final pavement design should be based on street classification/project traffic as well as subgrade conditions. The asphalt pavement should consist of grading S (75) with PG 58-28 asphalt cement. The aggregate base should be Class 5 or Class 6 base. Positive drainage should be developed across the pavements and away from the pavement edges to avoid wetting the pavement subgrades. Subgrades allowed to become wetted subsequent to construction can result in unsatisfactory performance of those improvements over time. Other Considerations Positive drainage should be developed away from the structures with a minimum slope of 1 inch per foot for the first 10 feet away from the building in landscape areas although flatter slopes could be used in hardscape areas. Care should be taken in planning of landscaping adjacent to buildings to avoid features which would pond water adjacent to the foundations or stemwalls. Placement of plants which require irrigation system or could result in fluctuations of the moisture content of the subgrade material should be avoided adjacent to the structure. Roof drains should be designed to discharge at least 5 feet away from the structures and away from the pavement areas. Utility Installation We expect conventional excavation method to be used in utility installation. Bedding around utility pipelines should be placed in accordance with recommendations from the pipeline designer. Backfill soils placed above the utility lines should consist of approved materials which are free from organic matter and debris. The on -site soils could be used as utility backfill. a EEC Project No. 1072158 January 17, 2008 Page 10 Earth Enginecrfng Consultants, Inc. Groundwater was observed at depths ranging from 6 to 16 feet below present site grades in the borings. Excavations extending to the wetter clay soils could create difficulties for backfilling of the utility trenches. Drying of the subgrade soils may be required to use those materials as backfill. In general, the subgrade soils could be used as overlot fill and backfill soils although care will be necessary to maintain sufficient moisture to reduce potential for post -construction movement. Utility backfill should be placed in maximum 9 -inch loose lifts, adjusted to within ±2% of optimum moisture content and compacted to at least 95% of standard Proctor maximum dry density per ASTM Specification D-698. GENERAL COMMENTS The analysis and preliminary recommendations presented in this report are based upon the data obtained from the soil borings performed at the indicated locations and from any other information discussed in this report. This report does not reflect any 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 evident, it will be necessary to re- evaluate the recommendations of this report. It is recommended that the geotechnical engineer be retained to review the plans and specifications so comments can be made regarding the interpretation and implementation of our geotechnical recommendations in the design and specifications. It is further recommended that the geotechnical engineer be retained for testing and observations during earthwork and foundation construction phases to help determine that the design requirements are fulfilled. This report has been prepared for the exclusive use of the Mead Development Group, Inc. for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranty, express or implied, is made. In the event any changes in the nature, design or location of the project as outlined in Earth Engineering Consultants, Inc. EEC Project No. 1072158 January 17, 2008 Page 11 this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and the conclusions of this report are modified or verified in writing by the geotechnical engineer. DRILLING AND EXPLORATION I DRILLING & SAMPLING SYMBOLS: SS: Split Spoon - l3/8" I.D., 2" O.D., unless otherwise noted ST: Thin -Walled Tube - 2" O.D., unless otherwise noted It: Ring Barrel Sampler - 2.42" LD., 3" O.D. unless otherwise noted PA: Power Auger HA: Hand Auger DB: Diamond Bit = 4", N, B AS: Auger Sample HS: Hollow Stem Auger PS: Piston Sample WS: Wash Sample FT: Fish Tail Bit RB: Rock Bit BS: Bulk Sample PM: Pressure Meter WB: Wash Bore Standard "N" Penetration: Blows per foot ofa 140 pound hammer falling 30 inches on a2 -inch O.D. split spoon, except where noted. WATER LEVEL MEASUREMENT SYMBOLS: WL : Water Level WCI: Wet Cave in DCI: Dry Cave in AB : After Boring WS : While Sampling WD : While Drilling BCR: Before Casing Removal ACR: After Casting Removal Water levels indicated on the boring logs are the levels measured in the borings at the time indicated. In pervious soils, the indicated levels may reflect the location of ground water. In low permeability soils, the accurate determination of ground water levels is not possible with only short term observations. DESCRIPTIVE SOIL CLASSIFICATION PHYSICAL PROPERTIES OF BEDROCK Soil Classification is based on the Unified Soil Classification system and the ASTM Designations D-2488. Coarse Grained Soils have move than 50% of their dry weight retained on a#200 sieve; they are described as: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are 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 relative in -place density and fine grained soils on the basis of their consistency. Example: Lean clay with sand, trace gravel, stiff (CL); silty sand, trace gravel, medium dense (SM). CONSISTENCY OF FINE-GRAINED SOILS Unconfined Compressive Strength, Qu, psf < 500 500 - 1,000 1,001 - 2,000 2,001 - 4,000 4,001 - 8,000 8,001 - 16,000 Consistency Very Soft Soft Medium Stiff Very Stiff Very (lard RELATIVE DENSITY OF COARSE -GRAINED SOILS: N-Blows/ft 0-3 4-9 10-29 30-49 50-80 80 F Relative Density Very Loose Loose Medium Dense Dense Very Dense Extremely Dense DEGREE OF WEATHERING: Slight slight decomposition of parent material on joints. May be color change. Moderate Some decomposition and color change throughout. High Rock highly decomposed, may be extremely broken. HARDNESS AND DEGREE OF CEMENTATION: Limestone and polomite: Hard Difficult to scratch with knife. Moderately Can be scratched easily with knife. Hard Cannot be scratched with fmgemail. Soft Can be scratched with fmgemail. Shale. Siltstone and Claystone: Hard Can be scratched easily with knife, cannot be scratched with fingernail. Moderately Can be scratched with fingernail. Hard Soft Can be easily dented but not molded with fingers. Sandstone and Conglomerate: Well Capable of scratching a knife blade. Cemented Cemented Can be scratched with knife. Poorly Can be broken apart easily with fingers. Cemented 1 UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group S)rnbds and Group names [)sing Laboratory Tests Soil Classification Group Group Nome Symbol Coorse—Groined Grovels more than Soils more than 50% of coarse 50% retained on fraction retained No. 200 sieve on No. 4 sieve Clean Grovels Less thon 5% fines Cu..4 and <Cc53t GW Well —graded gravel' Cu<4 and/or 1>Cc>3t GP Poorly —graded grovel' Grovels with Fines more than 12% lines Fines classify as AIL or MH GM Silty grovel, G.H Fines classify os CL or CH GC Clayey Grovel'''. Sands 507. or more course fraction passes No. 4 sieve Clean Sands Less than 5% fines Cu>J and 1<Cc≤3t SW Well —graded sond' Cu<6 and/or 1>Cc>3t SP Poorly —graded sand' Sands with Fines more than 12% fines Fines classify os ML or MH SM Silty sond`"' Fmes classify as CL or CH 5C Clayey sonde."' fine —Grained Silts and Clays Soils 50% or Liquid Limit less more posses the than 50 No. 200 sieve inorganic Pt>7 and plots on or above 'A'Line' CL Leon clay'm-" Pl<4 or plats below "A"Line ML Silt "- organic Liquid Limit - oven dried <0.75 OL Organic cloyUJu' Liquid Limit - not dried Organic silt "'° Sills and Clays Liquid Limit 50 or more inorganic Pb plots on or above "Aline CH Fat day 'y" PI plots below "Kline MN Elastic Silt"' organic Liquid Limit - oval dried <0.75 OH Organic cloy" ' Liquid Limit - not dried Organic silt"`° Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat '8oeri on the material passing tha mom) sieve 'II Reid sample eantoined cobbles or or both, odd with cobble: or boulders. to group norms (Crowe: with 5 to 12X linos required *7Msd` GN-Qt well graded grovel with sat GW-GC wee -graded grovel with cloy O' -GM poorly -graded gravel with sal GP --GC poorly -graded gravel with cloy Sands with 5 to 125 Ones require syw+bal= M-564 welt -graded stand with ott SW -SC well -graded sand with cloy SP -511 poorly graded sand with vit SP -SC poorly graded stand with clay to 1(1- p 1.1 0 1 N JO l - Li in to o. to, o 3--1a (25- aCdwYor"�CC' , boulders, or both" rlt sot contains ZI5; dud group mauve Rf Mrs efafsity as CL cc -o. or SC-�. hf rnen bre organic, orne +1¢f �IAcantoins > =gravel, dual to gr°wp coma ill Attereerg limits ylota CL -14t.„ cat, cloy: (D) symbol rines'to graver sot Is o 'it sail contains "with sons' predominant. tilt sal contains prodominantly nano all sot comm... predominonUy Acne, P124 and plots "Pi 4 or plots PI lots on 'PI pplots below 15 to 29Xplus No. 200. Odd or 'with graver, .hlcheoer Is 2 30' plus Na 200 sand. odd "sandy to grow S 305 Ofus No 200 gravel. odd %road( to group on or above 'A' One_ below A" ans. or d.n.° 'A' the, 'A' line. jl z 6 .ae,o, odd'rllh•sond"to -Mt, untie dud odd'with organic ou.r.t h shaded orris, for aoedra.rwn w.d art.- grb: of Io.ots.. Iortnin to. traarlen V.13:01 - %.7 ,una maw of -A'-n,e t wt es -4 1.4-f172ftt..zi) or V -One M UL-st � al One -coined NOLA wi 1. IL -155. Is 1}.7. was oornw- ' ../ i t4� •. ...a/ O . . a • � J\\ G it e r , C,, MH AI OH td_ r I ML �L to to 30 .a sa 00 —70 67 10 LIQUID LIMIT (LL) i.p 110 V) 4975 r^i=' 4970 4999 4990 4970 4975 4950 4951 4990 V 4950 75 0 z w a J F N.N a o§ W Eg gs 'o o u iE of z 4 g n BEDROCK ELEVATION K DEPTH TO BEDROCK Q U cc � W z Z W O U 0 - Z U O J Co co U � U Ifi o w p N cal _j< A W V VW O EL Z o W ~ _ U F-- W Q O yW O W W JANUARY 2008 RING CONS 0 1975 4980 4965 4990 a z W U J I a41 Y 5 I 15 2 I 03 0 IX O N r F 4 Q CC Z Z W U O ti; o } O O 0 Zr--' O O O U�Uu) W W O o F- Q Q O <• a� 0 0 IF Q O W H 0 2- W C7 7 O 0 U W W EARTH ENGINEERING CONSULTANTS MEAD EQUINOX DEVELOPMENT MEAD, COLORADO EEC PRoircr No. 1072156 DECEMBER 2007 MEAD EQUINOX DEVEIOMEN T MEAD, COLORADO EEC PRon_cr No. 1072155 DECEMBER 2007 MEAD PLACE / TOWN CENTER MEAD, COLORADO PROJECT NO: 1072168 DATE' DECEMBER 2007 LOG OF BORING 0.1,PIEZOMETER} RIG TYPE: CME46 SHEET 1 OF I WATER DEPTH FOREMAN: DO START DATE 12121/2001 WHILE DRILLING None ~ AUGER TYPE: 4' CFA FINISH DATE 12/21/2007 AFTER DRILLING N1A SPT HAMMER: MANUAL SURFACE ELEV 5000.07 1114/2008 4991,07 SOIL DESCRIPTION o IFEETI m {IILOW5Mn ou (P01) SIC fN Da (PCF) A-11 IT* .x00 (1(4 sWELL TYPE LI. PI PRES,IURE %@1000P0! VEGETATION & TOPSOIL - SANDY LEAN CtAY (Cl) t brawn, rust st:N 2 3 CS 4 _ _ None S 4000 18.9 106.4 31 21 59,2 <600per B CLAYSTONE/SAND TONE/SILTSTONE 7 brae t, rust - - moderately hard _ B 9 - - 10 CS __60/11" 90004. 14.4 118.7 wmon'ed Iensos ICY to 11' 11 bron rust, gray 12 13 14 i8 SS 5017- - 11.7 1 16 BOTTOM OF BORING AT 15 Cr 17 18 I9 20 21 22 23 24 25 Earth Engineering Consultants • PROJECT NO: 1072150 RIG TYPE: CME4S FOREMAN: DO AUGER TYPE: 4` CFA SPT HAMMER: MANUAL MEAD PLACE / TOWN CENTER MEAL), COLORADO LOG OF BORING 8-2 (PIEZOMETERL SHEET 1 OF 1 DATE: DECEMBER 2007 START DATE FINISH DATE SURFACE ELEV 12121/2007 12/21/2007 SOIL DESCRIPTION VEGETATION S TOPSOIL LEAN CLAY WITH SAND (CL) brows, lust medium to stiff SS 0 1EETI 2 3 4 0 N IBLOWS:FT) Cu Par) 5012.2T MC , 1?tl DD IPCf ) WHILE DRILLING AFTER DRILLING 111412000 WATER DEPTH Ad1MIT4 11 P1 .200 KZ 5004.7T NIA $004.4? SWELL PRESSURt %d 4000 psi, - 3000 25.5 95.6 41 22 60-9 <500p01 None 3 1000 27.5 HIGHLY WEATERED CIAYSTONE brown (FAY. rust Soft C LAYS TONE/SAN0S TO N FJS I L TSTO NE brown, rust gray mo00rately hard BOTTOM OF BORING AT 25 O 6 7 S 9 10 30 90004 15.2 111.2 SS 11 12 13 14 15 3515' 2500 25.0 16 17 10 19 20 5017' 9000. 14.0 117.7 SS 21 22 23 24 25 10 , 1,3 Earth Engineering Consultants MEAD PLACE I TOWN CENTER MEAD, COLORADO PROJECT NO: 1072158 DATE DECEMBER 2007 LOG OF BORING 0-J (pIEZOMETER) RIG TYPE: CME46 SHEET 1 OF 1 WATER DEPTH FOREMAN: DG START DATE 12121/2007 WHILE DRILLING 6006.18' AUGER TYPE: 4' CFA FINISH DATE 12!2112007 AFTER DRILLING NIA SPT HAMMER: MANUAL SURFACE ELEV 601ILMF 1/144006 5007.06' SOIL DESCRIPTION 0 N au rc Do MARTS .»0 6WFrr [ TYPE IPEET} a� LOWS41) jrsi) (04 (PC U. ►) ( PRESSURE 14 Q 1000 PUF VEGETATION 8 TOPSOIL 1 SANDY LEAN CLAY (CL) brown, not rnodeon to soh 2 3 4 CSl— LL 6 1 1500 220 6 7 HIGHLY WEATEREO CLAYSTONE brOwf, 9r9y. Rut soft to moderately hard 6 8 SS 10 24 7600 19.9 11_ 12 leta weathered wrth depth 13 14 SS — — _ 16 SOr6• _ 9000. 14-6 114.0 .. -..- _. . 16 17 1a 19 SS 20 S0f8' 9000. 17.D 21 22 23 24 SS 25 -- 16 6 6015 5- BOTTOM OF BORING At 24.5' 26 Earth Engineering Consultants a • • PROJECT NO: 1072169 MEAD PLACE ! TOWN CENTER MEAD, COLORADO RIO TYPE: CME46 FOREMAN: DG AUGER TYPE: 4' CFA SPT HAMMER: MANUAL LOG OF BORING 844 (PIEZOMETER) SHEET 1 OF 1 START DATE FINISH DATE SURFACE ELEV 12121/2007 12!2112007 SOIL DESCRIPTION 600&S$ DATE: DECEMBER 2007 WHILE DRILLING AFTER DRILLING 1114/2009 WATER DEPTH None N/A TYPE D Ism) M (6LOWSITO OU IPsn MC fq 00 1Kfl A4J 9f9 LL 400 VEGETATION & TOPSOIL SANDY LEAN CLAY (CL) brown. rust still to very stiff calcareous deposits CS 1 2 3 4 6 4991.39 SMELL ►REJSURI x Ica. P9r 16 9000. 10.5 100.9 38 I 24 76.9 WEATHERED CLAYSTONEJSANDSTONE/SILTSTONE brc*n. rust calcareous deposits soft to moderately hard SS SS 6 7 S 9 10 37 9000+ 15.2 11 12 13 14 16 30/r 9000s IL9 BOTTOM OF BORING AT 150' 16 17 18 19 20 21 22 23 24 26 26 Earth Engineering Consultants PROJECT NO: 1072150 MEAD PLACE / TOWN CENTER MEAD, COLORADO DATE: DECEMBER 2007 LOG OF BORING B -S (PIEZOMETER) RIO TYPE: CME46 SHEET 1 OF 1 WATER DEPTH FOREMAN: DO AUGER TYPE: 4' CFA SPT HAMMER MANUAL START DATE 1212112007 FINISH DATE 1 SURFACEELEV WHILE DRILLING 4010.01 SOIL DESCRIPTION O WEED) N au 1111.01.431171 inn 2/21/2007 6001.01 11412000 R ORILUNG MC OD A46ITI (M) (PC21 1.1. M NIA 6000.21' 400 'WELL (x) PRESSURE 111 1000 PSI VEGETATION 6 TOPSOIL SANDY LEAN CLAY (CL) brown stiff to sort CS ss 2 3 4 6 6 4000 220 93.' 2 3000 21.0 CS 6 7 9 9 10 12 9000• 19.1 100.4 31 IS 61.1 <600paf None WEATHERED CLAYSTONEISANDSTONE/SILTSTONE brown, rust. gray stiff to moderately hard SS Mee weotha ,d with depth 11 12 13 14 15 601'" - 20.6 16 17 18 19 20 SS BOTTOM OF BORING AT 25.0 21 22 23 24 25 26 Orr 90O0* 12.0 120.2 31 15 64.0 I900psf 0.9% 50/3.5' - 27.6 Earth Engineering Consultants • w MEAD PLACE ! TOWN CENTER MEAD, COLORADO PROJECT NO: 1072158 LOG OF BORING B-6 (PIEZOMETER) V"I C. VcVCMrOCR LW! RUG TYPE QME45 SHEET 1 OF 1 WATER DEPTH FOREMAN. DO START DATE 1212112007 WHILE DRILLING 4969.7 AUGER TYPE: 4" CFA FINISH DATE 1212112007 AFTER DR811NO WA SPT HAMMER: MANUAL SURFACE ELEV 4991.77 1/1412008 4997.6• SOIL DESCRIPTION e M 00 MC 00 A-UMrts 108 Met& Me i SET) Ie10Wl1►'T) Vass I1µ U. rr rREsaune % %%O►er VEGETATION d TOPSOIL - — : 1 LEAN CLAY WITH SAND (CL) (*von, rust stiff 2 3 4 CS - — • 3000 23.7 100.9 39 21 •T.4 <600psf Non. 6 increase in sand wive depth 6 7 8 9 10 41 9000. 18.9 WEATHERED CLAYSTONE/SANOSTONE/SILTSTONE 11 Drown, rust son to moderately hard 12 13 14 60/6" 9000* 15.5 115.9 16 16 17 18 19 SS 20 5019- 5500 19.8 21 22 23 24 ES 23 sOre" 3000 19.9 BOTTOM OF BORING AT 25 O 26 Earth Engineering Consultants MEAD PLACE !TOWN CENTER MEAD, COLORADO PROJECT NO: 1072158 LOG OF BORING B-7 (PIEZOMETER) DATE: DECEMBER 2007 RID TYPE: CME46 SHEET 1 OF 1 WATER DEPTH FOREMAN: DG AUGER TYPE: 4' CFA SPT HAMMER: MANUAL START DATE FINISH DATE SURFACE ELEV 12/2112007 12/2112007 WHILE DRILLING 4981.6T SOIL DESCRIPTION VEGETATION & TOPSOIL SANOY LEAN CLAY (CO brown sufl to soft CS 0 IT!ET) 1 2 3 4 S N IPLOWSPT! W PSI) 4188.1T (1/F1112008 MC 1%) DD IPOP) TER DRILUNG AaIMITS LL Nir Pt .200 Itil NIA 498137' WYELL PRESSURE 9i a 1009 PIP 2 27.7 91.6 WEATHERED CLAYSTONEISANDSTONE OrowtL rust grey soft calcareous deposits SS SS 6 7 8 9 10 L 17 7000 15.4 12 13 14 is 50 5000. 16.4 BOTTOM OF BORING AT 1517 16 17 18 19 20 2t 72 23 24 21 26 Earth Engineering Consultants • MEAD PLACE 1 TOWN CENTER MEAD, COLORADO PROJECT NO: 1072166 DATE: DECEMBER 2007 LOG OF BORING B-8 (PIE2 OMETER) RIO TYPE: CME4s SHEET 1 OF 1 WATER DEPTH FOREMAN: DO START DATE 12/21/2007 _ WHILE DRILUNG Non, AUGER TYPE: 4" CFA FINISH DATE 12/21/2007 AFTER ORR.UNG N/A SPT HAMMER: MANUAL SURFACE ELEV 4856.40' )7114/2008 4877.1• SOIL DESCRIPTION o w iILOW3t111 oU tom) NC (%) w t►CFJ PAMIR' 400 0WM � 1 7 57—Pe pEIT) LL R (%t PRESSURE %q 6100 PO VEGETATION 8. TOPSOIL SANDY LEAN CLAY (CL) broom ha CS — — t _ — 2 — 3 4 13 7500 16.4 108.6 42 26 80.6 <600paf None SS _ s 7 6600 20.4 6 7 e B 21 4000* 16.7 116.0 40 22 66 2000paf 1.2% CS — — 10 WEATHERED CLAYSTONEJSANOSTONEISILTSTONE brawn. rust gray soft to moderately hard SS 11 — 12 13 3618• 6000. 15.0 Mss weaUrorod with 00$301 SS 16 17 18 19 20 I 50/7" 7600 13.0 21 22 23 24 I . SS 26 60110.5• 9000+ 13.6 BOTTOM OF BORING AT 25.0' - — 26 — Earth Engineering Consultants MEAD PLACE I TOWN CENTER MEAD, COLORADO PROJECT NO: 1072150 DATE: DECEMBER 2007 LOG Of BORING B-9 (PIEZOMETER) RIG TYPE; CME46 SHEET 1 OF I WATER DEPTH FOREMAN; DO START DATE 12/21/2007 WIlILE DRILLING 4991.27 AUGER TYPE: 4' CFA FINISH DATE 12/21/2001 AFTER DRILLING N/A SPT HAMMER: MANUAL SURFACE EI.EY 6006.29' 111412009 4994.1V SOIL DESCRIPTION 0 N DU MC DO A1MRE -200 aweiL _ T T« FtL1) CBLOWLFT1 inn (1.I FCc) U. pi IX! PREAWURE %Q 1000 P3P VEGETATION & TOPSOIL 1 SANDY LEAN CLAY (CL) brown sb f 2 3 4 CS - - 12 9000 18.0 107.1 J8 16 53.4 <500psf None 6 7 B WEATHERED CLAYSTONE/SANDSTONE Ag>.. _ rt rust Gray calcareous depoiNi sort to moderately hard 9 10 SS 50 — 15.1 11 12 13 14 SS 16 50 6000 173 ' BOTTOM OF BORING AT 15.0' t6 17 18 19 _ 21 2? I 23 ; 24 tb � I r Earth Engineering Consultants • PROJECT NO: 1072155 MEAD PLACE 1 TOWN CENTER MEAD, COLORADO RIG TYPE: CMEA6 FOREMAN: DG AUGER TYPE: 4" CFA SPT HAMMER: MANUAL LOG OF BORING B•10 (PIEZOMETER) SHEET 1 OF 1 DATE: JANUARY 2001 START DATE FINISH DATE SURFACE ELEV SOIL DESCRIPTION VEGETATION & TOPSOIL SANDY LEAN CLAY (CL) brown rust stiff 1/312005 1134006 4973.23' WHILE ORILUNO AFTER DRILLING 111412006 WATER DEPTH CLAYS T ON EJSA N D ST ON FJ SILTS T ON E brown, grey. east cakereous deposits soft to moderately nerd rnE 0E7� r�E ` 2 3 4 6 SS eOTTOM OF BORING AT 150 6 7 8 9 10 11 12 13 14 11 16 17 18 19 20 21 22 23 24 26 26 w (el0W7li7) Ott MC CS) rL+>r.rrs 1 400 u P1 1%1 Nona WA 4662.63' SWELL ►RESSURE % e 0000 PSI 6 3000 16.6 104.6 29 12 n.e .$00 p.I Non. 20 9000• 19.9 34/7.6' 9000. 16.0 Earth Engineering Consultants MEAD PLACE 1 TOWN CENTER MEAD, COLORADO PROJECT NO: 1072150 DATE: JANUARY 2008 LOG OF BORING 0.11 IPIEZOMETER) Rio TYPE CME46 SHEET 1 OF 1 WATER DEPTH FOREMAN: 0G AUGER TYPE: 4" CFA SPT HAMMER. MANUAL START DATE FINISH DATE SURFACE ELEV 113/2006 11312001 4976.13• WHILE DRILUNG AFTER DRILLING 11141200/ 4167.13 WA 4967.7Y SOIL DESCRIPTION nre 0 (ITCH N (6l0WLFT) au (►SF) MC Ixi 00 PCrI AIJMRI LL F1 SWILL ►REEIUR1 %O1000 P$F VEGETATION 0 TOPSOIL SANDY LEAN CLAY (CL) brown. rust SOB to sail 1 2 3 4 6 S 2600 24.7 15.4 CS 6 7 B 9 10 3 26.4 19.1 C LAY STO NE/SAN DST ON EJS I LT S T ON E brown. gray. NM olcare0us deposits soft SS 11 12 13 14 15 27 4000 11.4 BOTTOM OF BORING AT 15.0 16 17 16 19 20 21 22 23 24 26 26 Earth Engineering Consultants PROJECT NO: 1072166 MEAD PLACE I TOWN CENTER MEAD, COLORADO RIG TYPE: CME4S FOREMAN: DC AUGER TYPE: 4' CFA SPT HAMMER: MANUAL LOG OF BORING 8-12 (PIEZOMETER) SHEET 1 OF 1 DATE: JANUARY 2006 SOIL OESCRIPTION VEGETATION & TOPSOIL LEAN CLAY WITH SAND (CL) brown. rust medium Increase in sand wdh depth 0 PEE1 2 3 4 6 START DATE FINISH DATE 1/3/2006 SURFACE ELEV 4976.7T 1/3/2006 WHILE DRILLING N 0%.01V6ii1) QV 0.00) MC t%1 co AFTER DRILLING 1/1412006 a -LIMITS IPCF1 11 H WATER DEPTH -700 1%1 496S.2r WA 4960.1T emu PRESSURE %41,000 PSI CLAYSTONE/SAND STONE/SIL T5TON E brown, rust soft to moderately hard well cemented lenses less weathered with depth BOTTOM OF BORING AT 25 0' SS Fs - SS SS 6 7 a 9 10 11 12 13 74 1S 16 17 16 19 20 21 22 23 24 21 26 4 2000 21.3 95.4 36 20 60.1 <600 pet Nona 17 90004 19.5 60/5 900Oa 16.4 106.4 5W4.6^ _ 19.9 50/4" 1000 20.9 Earth Engineering Consultants MEAD PLACE I TOWN CENTER MEAD, COLORADO PROJECT NO: 1072158 DATE: JANUARY 2000 LOG OF BORING 0.13 (PIEZOMETER} RUG TYPE: CME48 SHEET 1 OF 1 WATER DEPTH FOREMAN: DG START DATE 11312008 WHILE DRILLING 4954.0T AUGER TYPE: 4' CFA FINISH DATE 111/2008 AFTER DRILLING WA SPT HAMMER: MANUAL SURFACE ELEV 5004.5T 1(1412008 4995.0T SOIL DESCRIPTION 0 N 0u Mc 00 A -1J1 T! SO8 SWELL 4 TYPE IFEL�T , teL IPSr) 1'41 (PCF) LL P....2_,.._4"...........1. PRESSURE Sr 1008 PSF VEGETATION 8 TOPSOIL _ _ 1 SANDY LEAN CLAY (Cl-) Crown. rust _ 2 Nit CS — — 5000 15.5 105.9 3 4 -_�a000 SS 5 e 22.0 8 WEATHERED CLAYSTONFJSANDSTONE/SILTSTONE brow,. Orgy, rust soft 7 0 9 SS 10 18 8500 23.2 ,--- I1 CLAYSTONE/SANOSTONEJSILTSTONE brown. rust moderetety (sad t 13 14 ` 5079" - 19.9 SS 18 18 BOTTOM OF BORING AT 15.0' IT 19 19 70 21 22 23 24 2S Earth Engineering Consultants • MEAD PLACE f TOWN CENTER MEAD .COLO PROJECT NO: 107215! DATE: JANUARY 2006 LOG OF BORING B-14 IFIEZOMETER) RIO TYPE: CME45 SHEET 1 OF 1 4 WATER DEPTH FOREMAN: DG START DATE 1/3/200$ WHILE DRILLING None AUGER TYPE 4' CFA FINISH DATE 1/312006 AFTER DRILLING WA - SPTHAMMER: MANUAL SURFACE ELEV 5007.90' 1/14/2006 49.34r SOIL DESCRIPTION 0 H Oil MC 00 Aram .=00 sWRI. TAE (MITI 1.1.1744M) (Pan Ix) (PCP) Lt. M (%) PRESSURE %A1000►e8 VEGETATION 6 TOPSOIL - - 1 SANDY LEAN CLAY (CL) - - brown, rust 2 MO to soil work, ' 3 4 CS - - 3 7500 16.0 101.0 S 8 7 CLAYSTONEISANDSTONEISILTSTONE 8 brown, gray, ruse — _ calcareous deposits 9 stiffto moderately NodCS — - 46 9000. 15.9 113.9 33 16 39.5 000 pal 0.3% 10 I1 12 13 14 SS 15 60 5500 15.7 18 BOTTOM OF BORING AT 15.0 17 18 19 20 21 22 23 24 25 25 Earth Engineering Consultants MEAD PLACE ! TOWN CENTER MEAD. COLORADO PROJECT NO: 107215$ DATE: JANUARY 200$ LOG OF BORING 8.1$(PIEZOMETER) RIG TYPE: CME46 SHEET 1 OF 1 WATER DEPTH FOREMAN: DG START DATE 1/3/2008 WHILE DRILLING 4971.26' AUGER 'me 4^ CFA FINISH DATE 1131200$ AFTER DRILLING WA SAT HAMMER: MANUAL SURFACE ELEV 4987.7$ 111412008 4971.76' SOIL DESCRIPTION r-7 o peel) N (9LOWem) au (Pan Me (%1 00 (PenLI 1LUM11Ta .009 (%I SWELL n MISUUA$ It9KO) ►IE VEGETATION 8 TOPSOIL SANDY LEAN CLAY (CL) brown. rust stet to very stiff Increase in sand with depth _ - 1 _ - 2 - - 3 4 - $ , CS 8 9000 12.1 100.3 38 23 61.5 1200 per 1,1% 6 7 6 9 10 WEATHERED CLAYSTONE/SANDSTONEMLTSTONE brown, pray, rust soN to moderately hard wed cemented lenses 16 to 17' less weathered will) depth SS 6 6000 17.7 11 — — 12 13 14 I3 SS 3816 9000* 22.2 16 — — 17 16 19 _ — 20 CS 60!2.r - 18.2 21 22 23 74 ss 25 50/1" BOTTOM Of BORING AT 25.0' 26 Earth Engineering Consultants MEAD PLACE / TOWN CENTER MEAD, COLORADO PROJECT NO: 1012156 ()ATE: JANUARY 2005 LOG OF BORING a -IS (PIEZOMETER} RIG TYPE: CME46 SHEET 1 OF 1 WATER DEPTH FOREMAN: OG START DATE 1/372000 4WHILE DRILLING 1988,08' AUGER TYPE: 4 CPA FINISH DATE 1131200$ AFTER DRILLING NIA SPT HAMMER: MANUAL SURFACE ELEV 500tisa' 11141200/ 491LT6' SOIL DESCRIPTION 0 N (BLOT) ON Psi] MC I%I DO t►Cr) A.IAll19 400 iVYE1L —� FFELT) U. A K) PRESSURE %ewe►s, VEGETATIONS TOPSOIL SANDY LEAN CLAY (CO brown to Mirk brown w7f t0 soft - - 1 _ _ 2 CS i - - 3 5 1000• 19.8 97.6 <600 4 pa! None SS 6 2 3000 22.5 6 r B — _ 9 _ _ 10 ClAYSTONE/SANDSTONE/SILTSTONE brown, not. pray sot to moderately hero CS 38/11" 9000 19.2 109.6 11 12 13 14 15 SS 50/11' — 16.8 18 17 1a 19 lens weathered w,ih depth SS 20 60!9.6" — 11.2 — — 21 22 23 24 SS 25 5011r 9000♦ 111.9 BOTTOM OF BORING AT 25.0 26 " Earth Engineering Consultants MEAD PLACE I TOWN CENTER MEAD, COLORADO _ PROJECT NO: 1072168 DATE: JANUARY 200E LOG OF BORING 8-17 (PIEZOMETER) RIG TYPE: CME4E SHEET 1 OF 1 WATER DEPTH , FOREMAN: DO START DATE 11312008 WHILE DRILLING l AUGER TYPE: 4' CFA FINISH DATE 1812008 AFTER DRILLING WA SPT HAMMER: MANUAL SURFACE ELEV 408138' 1/1412006 4970.56' F SOIL DESCRIPTION O VIM N ISLOW31F1) QO Pan 11C (%I 00 (PCP) SLAMS -290 SWELL I TYPE LL PR I%) PRESSURE %O1090P$F VEGETATION S TOPSOIL SANDY LEAN CLAY (CO brown lo dark brown stiff organics -1 _ _ 2 3 4 — — 5 _ CS 6 1. 6000. 17.9 104.3 6 7 8 Y 9 10 CLAYSTONE/SANDSTONE/SILTSTONE brown, rust, gray son to moderately herd less weathered .nth depth SS 23 6.. 9000. 16.6 I1 12 13 14 15 — CS 50as- 9000* 14.2 119.5 38 18 52.0 1200 pet 0.4% 16 11 18 19 20 SS 5011r 9000. 14.4 21 22 23 24 1 I LSS 25 50/10" 8000. 14.1 BOTTOM OF BORING AT 25.0 26 , 1 e Earth Engineering Consultants MEAD PLACE / TOWN CENTER MEAD, COLORADO PROJECT NO: 1072166 GATE: JANUARY 2008 LOG OF BORING B-I6IMEZ0METER) RIG TYPE: CME46 SHEET 1 OF'S WATER DEPTH FOREMAN; DG START DATE 1/4/2006 WHILE DRILLING 4972.64' AUGER TYPE: 4" CFA FINISH DATE 114/2008 AFTER DRILLING WA SPT HAMMER MANUAL SURFACE ELEV _ 496154' 1114/2001 197194 SOIL DESCRIPTION 0 II (SLOWS/PT, CU (h9ry MC DD IPCn MASTS 400 SWELL TYPE (BEET) t.L M (7. PRESSURE II0 tae0 M► VEGETATION 8 TOPSOIL SANDY LEAN CLAY (CL) brown still calcareous deposits — 1 — _ 2 ........P1 CS — 3 62 6600 21.2 94.9 33 18 76.4 900 0.3% 4 pal SS 6 4 3000 24.1 6 7 S 9 — 10 CLAYSTONEISANDSTONEISILTSTONE bow" rusk gray soft to moderately herd less weathered with depth SS 15 7000 20.1 11 12 13 14 — — IS CS 5018' 9000 16.4 104.3 NI. NA 32.7 c600 pal Nate I6 17 16 19 I SS 20 60/8" 9000 23.3 21 22 23 24 SS t3 6011' 3500 21.8 BOTTOM OF BORING AT 25 Cr - - 25 Earth Engineering Consultants MEAD PLACE / TOWN CENTER MEAD, COLORADO PROJECT NO 1072166 DATE: JANUARY 200E LOG OF BORING B•19 (PIEZOMETER) RIG TYPE: CME46 SHEET 1 OF I WATER DEPTH FOREMAN: DC START DATE 1/412008 WHILE CRILUNG None AUGER TYPE: 4' CFA FINISH DATE 11412006 AFTER DRILUNG NIA SPT HAMMER MANUAL SURFACE ELEV 5013.29. 1/1412009 6002.7V SOIL DESCRIPTION 0 n CPS MC 00 Auwrts .200 ewsu. [TYNE , FEET) a (aLOWarFT) „ (ion I%) (PC?) U. A 1%I PRES Re % ¢ 1009 all VEGETATION A TOPSOIL - - -a_ 1 SANDY LEAN CLAY (CL) - _ brown 2 clef _ _ organic& calcareous 3 4 CS — — 4 2600 27.8 92.0 39 22 81.2 4500 pal None S 6 7 a CLAYSTONE/ SAND STONEJSILTSTONE _ _ brown. pray. rust soft to moderately hard 9 — — SS 10 S0 6500 20.6 r II 12 13 14 SS 18 5014' 6500 15.0 16 BOTTOM OF BORING AT 150 17 10 19 20 21 22 t 22 24 25 26 r Earth Enainaarinn Cnntlsltnnla • MEAD PLACE ! TOWN CENTER MEAD, COLORADO PROJECT NO: 1072166 DATE: JANUARY 2008 LOG OF BORING 5.20 (PIEZOMETER) RIG TYPE: CME46 SHEET 1 OF 1 WATER DEPTH FOREMAN: DG START DATE 11412006 WHILE DRILLING None AUGER TYPE: 4" CFA FINISH DATE 11192006 AFTER DRILLING N/A SPTHAMMER: MANUAL SURFACE ELEV 4973.48 1114/2008 4962.08' SOIL DESCRIPTION 0 N 1111 MC 00 A1ASTI .100 SWELL Fr; (VEET1 011.01491fTl 911f) 1%) c'Cr) LL Pi 194 PIU_l6URI %•1000 Psi VEGETATION 6 TOPSOIL _ _ 1 SANDY LEAN CLAY (CL) _ _ brown to Oa* brown stiff to very stiff wlcare0u! 2 3 4 CS — — 20 9000 16.7 111.0 6 6 7 6 9 gray SS 10 16 6600 25.9 II 12 13 14 WEATHERED CLAYSTONE/SANOSTONETSILTSTO _ - brown, gray. not SS is 30 7600 22.0 SOB _ - BOTTOM OF BORING AT 15.0' 16 17 16 19 20 21 , 22 f I 23 I 24 26 26 Earth Eouineerino Consultants MEAD PLACE / TOWN CENTER MEAD, COLORADO PROJECT NO: 1072156 DATE: JANUARY 2006 LAG OF BORING 8.21(P1EZOMETER) RIG TYPE: CME46 SHEET 1 Of 1 WATER DEPTH FOREMAN: DO START DATE 1/012006 WHILE DRILUNO 4966.66' AUGER TYPE: 4 CFA FINISH DATE 11512006 AFTER DRILLING 14,6• SIT HAMMER: MANUAL SURFACE ELEV 4677.66' 1/14/2006 4966,76' SOIL DESCRIPTION o N 04.0.4/1411 0J 4P$F) 11t: 0,4 eo /Pen MAVIS -900 MEu. 1YPL /FEET) U. PI I%) PPEi9UPE %s1000Par TOPSOIL & VEGETATION SANDY LEAN CLAY (CL) Down srilf Io soli _ - 1 _ _ 2 3 4 - - 5 r CS 6 6 7 8 9 10 SS 2 11 12 _ 13 14 16 CLAYSTONE/SANDSTONE /SILTSTONE brown 1 grey / rust soft to moderately hard SS 31 if) 17 18 19 20 SS 60 21 22 23 24 IIIMMI I SS 2s a016.6' 76 , [ BOTTOM OF BORING AT 2S.5' Earth Engineering Consultants SWELL / CONSOLIDATION TEST RESULTS , 401,521 Material Description: Sandy Lean Clay (CL) Sample Location: Boring 1, Sample 1, Depth 4' Liquid Limit: 37 'Plasticity Index: 21 % Passing #200: 59.2% Beginning Moisture: 18.9% Dry Density: 106.4 psf [Ending Moisture: 20.1% Swell Pressure: <1000 psf % Swell 1000: None Project: Mead Place / Town Center Mead, Colorado Project #: 1072158 Date: January 2008 SWELL / CONSOLIDATION TEST RESULTS Material Description: Lean Clay with Sand (CL) Sample Location: Boring 2, Sample 1, Depth 2' Liquid Limit: 41 Plasticity Index: 22 % Passing #200: 88.9% Beginning Moisture: 25.5% Dry Density: 98,8 psf jEnding Moisture: 24.7% Swell Pressure: <1000 psf % Swell @ 1000: None Percent Movement Consolidation 4.0 .. 2.0 0.0 • -2.0 • . i • r— a . <— I i I I ij Hit • 4.0 • _. i......i..._-__—_ I ' i •il I i • i : . I -6.0 - - I-- - ---- ! .... _. _._ .- . r' i ! -10.0 '-- 0.01 0.1 Load (TSF) 1 •I i Project: Mead Place I Town Center Mead, Colorado Project #: 1072158 Date: January 2008 • SWELL / CONSOLIDATION TEST RESULTS Material Description: Sandy Lean Clay (CL) Sample Location: Boring 5, Sample 3, Depth 9' Liquid Limit 31 Plasticity Index: 15 % Passing #200: 61.1% Beginning Moisture: 19.1% Dry Density: 108.4 psf !Ending Moisture: 20.2% Swell Pressure: <1000 psf % Swell @ 1000: None Project: Mead Place / Town Center Mead, Colorado Project #: 1072158 Date: January 2008 SWELL / CONSOLIDATION TEST RESULTS _ Material Description: Sandy Lean Clay (CL) Sample Location: Boring 5, Sample 5, Depth 19' Liquid Limit: 31 Plasticity Index: 15 1% Passing #200: 64.8% Beginning Moisture: 12.0% Dry Density: 120.2 psf [Ending Moisture: 17.9% Swell Pressure: 1800 psf % Swell @ 1000: 0.9% Percent Movement Consolidation 10.0 - 8.0 6.0 2.0 . _.. _. 0.0 --- •j : • Iii ! i ; ij= •l 1 ' it • i i i -2.0 L Wat I Adcied I l i , . -4.0 1, 1 -6.0 -10.0 0.01 0.1 Load (TSF) 1 10 Project: Mead Place / Town Center Mead, Colorado Project #: 1072158 Date: January 2008 • SWELL / CONSOLIDATION TEST RESULTS Material Description: Lean Clay with Sand (CL) Sample Location: Boring 6, Sample 1, Depth 4' Liquid Limit: 39 !Plasticity Index: 21 % Passing #200: 87.4% Beginning Moisture: 23.7% Dry Density: 100.9 psf 'Ending Moisture: 23.4% Swell Pressure: <1000 psf % Swell @ 1000: None Project: Mead Place / Town Center Mead, Colorado Project It: 1072158 Date: January 2008 SWELL I CONSOLIDATION TEST RESULTS Material Description: Sandy Lean Clay (CL) Sample Location: Boring 8, Sample 1, Depth 2' Liquid Limit: 42 Plasticity Index: 25 % Passing #200: 80.6% Beginning Moisture: 19.4% Dry Density: 106.5 psf (Ending Moisture: 21.2% Swell Pressure: <1000 psf % Swell @ 1000: None Project: Mead Place / Town Center Mead, Colorado Project #: 1072158 Date: January 2008 SWELL / CONSOLIDATION TEST RESULTS Material Description: Lean Clay (CL) Sample Location: Boring 8, Sample 3, Depth 9' Liquid Limit 40 (Plasticity Index: 22 % Passing #200: 96.0% Beginning Moisture: 15.7% Dry Density: 116 psf (Ending Moisture: 17.4% Swell Pressure: 2000 psf % Swell @ 1000: 1.2% Project: Mead Place / Town Center Mead, Colorado Project #: 1072158 Date: January 2008 SWELL / CONSOLIDATION TEST RESULTS Material Description: Sandy Lean Clay (CL) Sample Location: Boring 9, Sample 1, Depth 4' Liquid Limit: 38 Plasticity Index: 18 % Passing #200: 53.4% Beginning Moisture: 18.8% Dry Density: 107.1 psf lEnding Moisture: 19.5% Swell Pressure: <1000 psf % Swell © 1000: None Project: Mead Place / Town Center Mead, Colorado Project #: 1072158 Date: January 2008 I SWELL / CONSOLIDATION TEST RESULTS Material Description: Brown / Rust Sandy Lean Clay Sample Location: Boring 10, Sample 1, Depth 4' Liquid Limit: 29 'Plasticity Index: 12 I% Passing #200: 77,8% Beginning Moisture: 20.8% Dry Density: 102.4 psf 'Ending Moisture: 21.2% Swell Pressure: <1000 psf % Swell @ 1000: None Project: Mead Place / Town Center Mead, Colorado Project #: 1072158 Date: January 2008 SWELL / CONSOLIDATION TEST RESULTS Material Description: Brown / Rust Lean Clay with Sand Sample Location: Boring 12, Sample 1, Depth 4' Liquid Limit: 36 Plasticity Index: 20 % Passing #200: 88.1% Beginning Moisture: 25.2% Dry Density: 100.2 psf !Ending Moisture: 23.9% Swell Pressure: <1000 psf % Swell @ 1000: None Project Mead Place / Town Center Mead, Colorado Project #: 1072158 Date: January 2008 SWELL / CONSOLIDATION TEST RESULTS Material Description: Brown / Gray / Rust Claystone / Sandstone / Siltstone Sample Location: Boring 14, Sample 2, Depth 9' Liquid Limit 33 Plasticity Index: 16 % Passing #200: 39.5% Beginning Moisture: 15.1% Dry Density: 112.6 psf 'Ending Moisture: 17.5% Swell Pressure: 1200 psf % Swell @ 1000: 0.3% 10.0 --- Percent Movement c O v U 6.0 -2.0 -6.0 -8.0 -10.0 0.01 0.1 Load(TSF) 10 Project: Mead Place / Town Center Mead, Colorado Project #: 1072158 Date: January 2008 SWELL / CONSOLIDATION TEST RESULTS Material Description: Brown / Rust Lean Clay with Sand Sample Location: Boring 15, Sample 1, Depth 4' Liquid Limit: 38 Plasticity Index: 23 % Passing #200: 67.5% Beginning Moisture: 11.3% Dry Density: 99.2 psf 'Ending Moisture: 24.8% Swell Pressure: 1500 psf % Swell @ 1000: 0.8% Project: Mead Place / Town Center Mead, Colorado Project #: 1072158 Date: January 2008 SWELL / CONSOLIDATION TEST RESULTS Material Description: Brown / Dark Brown Sandy L can Clay Sample Location: Boring 16, Sample 1, Depth 2' Liquid Limit: Plasticity Index: % Passing #200: Beginning Moisture: 18.5% Dry Density: 104.8 psi 'Ending Moisture: 20.6% Swell Pressure: <1000 psf % Swell @ 1000: None Project: Mead Place / Town Center Mead, Colorado Project #: 1072158 Date: January 2008 SWELL / CONSOLIDATION TEST RESULTS Material Description: Brown / Rust / Gray Claystone / Sandstone / Siltstone Sample Location: Boring 17, Sample 3, Depth 14' Liquid Limit: 36 Plasticity Index: 16 % Passing #200: 52.0% Beginning Moisture: 14.2% Dry Density: 119.6 psi 'Ending Moisture: 3.1% Swell Pressure: 1400 psf % Swell @ 1000: 0.3% Project: Mead Place / Town Center Mead, Colorado Project #: 1072158 Date: January 2008 SWELL / CONSOLIDATION TEST RESULTS Material Description: Brown Sandy Lean Clay Sample Location: Boring 18, Sample 1, Depth 2' Liquid Limit: 33 'Plasticity Index: 18 1% Passing #200: 76.4% Beginning Moisture: 24.5% Dry Density: 98.9 psf 'Ending Moisture: 26.1% Swell Pressure: 1100 psf % Swell @ 1000: 0.1% Project: Mead Place / Town Center Mead, Colorado Project #: 1072158 Date: January 2008 SWELL / CONSOLIDATION TEST RESULTS Material Description: Brown / Rust! Gray Claystone / Sandstone / Siltstone Sample Location: Boring 18, Sample 4, Depth 14' Liquid Limit: NL Plasticity Index: NP % Passing #200: 32.7% Beginning Moisture: 21.0% Dry Density: 104.2 psf 'Ending Moisture: 22.7% Swell Pressure: <1000 psf % Swell @ 1000: None 10.0 6.0 - a) 4.0 Percent Movement -10.0 I 2.0 0.0--- I c •• I • ! i I • ! : Water Added -2.0 -• ; • • I • I:. I ! -4 0 .. _.._•._ 0.01 0.1 1 Load (TSF) • 10 Project: Mead Place / Town Center Mead, Colorado Project #: 1072158 Date: January 2008 SWELL / CONSOLIDATION TEST RESULTS Material Description: Brown Sandy Lean Clay Sample Location: Boring 19, Sample 1, Depth 14' Liquid Limit: 39 Plasticity Index: 22 % Passing #200: 61.2% Beginning Moisture: 24.1% Dry Density: 97.9 psf !Ending Moisture: 22.6% Swell Pressure: <1000 psf % Swell @ 1000: None •' • U) Percent Movement Consolidation 10.0 8.0 0.0 :Water Added -2.0 -4.O -8.0 -10.0 _. .i. 0.01 0.1 Load (1SF) : • I • 1 10 Project: Mead Place / Town Center Mead, Colorado Project #: 1072158 Date: January 2008 LARGE MAPS AVAILABLE FOR VIEWING AT THE CLERK TO THE BOARD'S OFFICE, IN THE PUBLIC REVIEW FILE. WATER RIGHTS REPORT Schmidt -Hun Property There are 89 units of Colorado Big Thompson water connected with the Schmidt -Hurt parcel. Schmidt-Debrine Property There are no water rights connected with the Schmidt-Debrine parcel. EQUINOX ANNEXATION AND REZONING PA'S 1-6 PUD Statement of Community Need April 9, 2009 Introduction The proposed PUD contains land located in unincorporated Weld County and land currently annexed into the Town of Mead, approximately three-quarters of a mile west of Interstate 25 on the northeast corner of State Highway 66 and 3r° Street. The proposed PUD Plan is a diagrammatic vision of the proposed land uses to be developed within the Equinox Annexation and Rezoning PA's 1-6 PUD. Proposed land uses include Mixed Use (including Commercial, Office, Retail, Residential and Civic) and Residential. Single Family Detached Residential uses are anticipated for PA -1 while Single Family Detached and Single Family Attached Residential and Mixed Use uses are anticipated for PA's 3-6. The final configuration and variety of the Mixed Use land is designed to contain flexible uses to best fit the community's future needs. In preparing the land use proposal, the design team carefully considered the Town of Mead's future land use plan as depicted in the Town of Mead 2009 Comprehensive Plan. The PUD zoning request honors the Comprehensive Plan's designation of "commercial mixed use" along Highway 66 and "single family residential" west of the reservoir and east of 3r° Street. The character and pattern of surrounding land uses were also considered, in understanding that future development should be compatible with existing and future development. In order to accomplish compatibility, the PUD Plan is designed with appropriate land uses that transition from lower density residential uses at the north perimeter to more intensive residential uses that surround the interior civic, mixed use and commercial uses. The Mixed -Use area planned for the southern perimeter is compatible with the commercial uses planned directly to the west and south across Highway 66. Creation of place that makes Mead unique The Equinox Annexation and Rezoning PA's 1-6 PUD proposal will create a community space that currently does not exist in Mead. The center of the community will be a civic and mixed -use area that creates an energetic activity center that will be appealing to all ages and lifestyles. The central portion of the Equinox Annexation and Rezoning PA's 1-6 PUD will be easily accessible from a mix of home types, and thus lifestyles that will bring a diversity of users to this space. The Equinox Annexation and Rezoning PA's 1-6 PUD will promote citizen interaction and create a gathering center near the waterfront of Mulligan Reservoir. The proposed size of the center will be of a scale that maintains and emphasizes the small town atmosphere Mead desires to maintain as described in the Town's Comprehensive Plan. Expanded Ability of Goods and Services The Equinox Annexation and Rezoning PA's 1-6 PUD allows a maximum of 710,028 s.f. of mixed use space that can contain commercial, retail, office, and civic uses. This area is suitable for services such as town government uses, postal services, recreation centers, libraries, etc. that would benefit and enhance the quality of life of all Town residents. Proposed commercial and retail uses will expand the types of goods and services, on a neighborhood and regional scale, offered to Town residents and will provide services in a convenient location. Increased Tax Revenues to Create a Healthy and Sustainable Tax Base The proposed project will bring a projected $6,620,060 in recurring revenue to the Town's tax base. This increase in tax revenue will allow the Town to provide and increase services necessary for today's lifestyle, such as fire, and police protection, parks and open space, as well as maintaining existing infrastructure. Expanded Housing Opportunities The detailed plan of the community will provide provisions for appropriate residential and architectural controls, which will promote variety and continuity in building design, the use of high quality building materials, and the use of architectural features appropriate to the scale and character of the Town of Mead. The Equinox Annexation and Rezoning PA's 1-6 PUD contains Housing Diversity Standards and a separate Design Guidelines document will be created during the platting phases. A variety of housing types will be allowed in the Equinox Annexation and Rezoning PA's 1-6 PUD, thus providing a range of housing opportunities which will increase the diversity of the Town's housing stock. These types will include traditional single-family detached units; single family attached, ranging from duplex to townhome; multifamily residential condominiums or apartments; patio homes, stacked flats above commercial and retail, and possible work/live spaces. Open Space, Active and Passive Recreation Improvements The Equinox Annexation and Rezoning PA's 1-6 PUD will provide a variety of open space, parks, and trails within the community. An open space program will be developed by means of the annexation agreement and PUD zone request. The dedication requirements will be met through a combination of land and improvements, as well as cash in lieu, if necessary. These spaces will include active and passive spaces connected by a trail system within and along the edges of neighborhoods, pocket parks, parkways, a possible recreation center, and civic spaces. Preservation of the views to the mountains and visual connections to Mulligan Reservoir will be maintained and created. Contributions to Public Infrastructure The Equinox Annexation and Rezoning PA's 1-6 PUD will create a need for additional public infrastructure. Mead Development Group anticipates providing a proportionate share of contributions necessary to construct utility and public infrastructure, such as roads, sewer, and water. • • • Statement of School Impact The proposed development will generate approximately 236 students. This is based on a total student yield of 0.430 for single-family detached units and 0.37 students for single- family attached units. The yield is itemized as follows (220 single-family detached units and 380 single-family attached units): Number of Units Yield Rate* Projected Student Yield Student Facility Standard Percent of Standard Capacity SFD SFA SFD SFA SFD SFA Total Elementary 220 380 0.22 0.20 49 76 125 525 students 24% Middle School 220 380 0.10 0.08 22 31 53 750 students 7% High School 220 380 0.11 0.09 24 34 58 1200 students 5% Total 0.43 0.37 95 141 236 * Student Yield Rates based on criteria provided by Saint Vrain Val ey School District dated April 2008. • 125 elementary students or 24% of the standard capacity of a 525 -student elementary school. • 53 middle school students or 7% of the standard capacity of a 750 -student middle school. • 58 high school students or 5% of the standard capacity of a 1200 -student high school. P:\133_26064_08001 Mead Place \Deliverables\Annexation \Revised MTC Submittal MAR08\Statement of School Impact MAR09.doc Equinox Annexation and Rezoning PA's 1-6 PUD Development Impact Assessment Statements April 9, 2009 General Site Location and Description The annexation portion of the Equinox Annexation and Rezoning PA's 1-6 PUD is located in the southwest quarter of section 22, Township 3, Range 68 West of the 6th Principal Meridian, County of Weld, State of Colorado. More specifically, the site is bounded by 3rd Street to the west, associated land that is being rezoned and included as part of the Equinox Rezoning PA's 1-6 PUD application and State Highway 66 to the south, existing agricultural vacant land and 1-25 to the east and Mulligan Lake and existing large lot residential to the north. Strategically located at a newly realigned interchange of Highway 66 and 1-25, this project will act as a source of energy to the up and coming activity center of Mead. The proposed Planned Unit Development (PA's 1-6) includes 113.1 acres of residential and mixed use development with a maximum of 600 single-family detached and attached residential units and a maximum of 710,028 square -feet of commercial, office, civic, and retail space. 20.1 Water Demand At this time, the Equinox Annexation and Rezoning project, PA's 1-6 PUD, is located within the service district of the Longs Peak Water District (LPWD). The LPWD is scheduled to install a transmission line from north to south through the Mead Place development adjacent to the Highland Ditch. The applicant is coordinating with the LPWD to make a connection into the new transmission line. It is the applicant's intent to pursue the use of a secondary non -potable irrigation system within the development. This system may be contained on site, or may be part of the non -potable irrigation system that will be pursued through the Longs Peak Water District or the Highland Ditch Co. 20.2 Sanitary Sewer Demand Currently, the Equinox Annexation and Rezoning development, PA's 1-6 PUD, is within the Town of Mead Sanitation District boundary. Two parcels with in the project are also included in an IGA boundary with Saint Vrain Sanitation District (SVSD). It is the developer's intent to comply with the Town's request to receive sanitary service from the Town. Table 20.2.1: Sanitary Sewer Demand Land Use Rates Residential Commercial Residential Commercial *Demand (units) (acre) (gal/unit/day) (gal/acre/day) (gal/day) Equinox Annexation and Rezoning 600 28.10 270 1,100 192,910 PA's 1-6 PUD 20.3 Natural Gas Natural gas will be provided by Xcel Energy. The applicant has met with Nicci McManigal of Xcel Energy and confirmed that the subject property will be served by Xcel Energy. Xcel Energy has existing gas service lines in the State Highway 66 and 3rd Street corridors as well as a gas regulator station north of the project site near the Town of Mead. 20.4 Electric Demand 1 Electric service will be provided by United Power. The applicant has contacted Monica Hanson with United Power and a "will serve" letter is attached. 20.5 Telephone Qwest will be the communications service provider. The applicant is currently in contact with Barton Garner of Qwest. The proposed project will be served from existing infrastructure near the Town of Mead. A "will serve" letter is attached. 20.6 Streets The PUD plan proposes one full service and one three-quarter turn access point along State Highway 66 and one full service access point on 3rd Street. The access point onto Third Street is envisioned as a roundabout that will serve the Equinox Annexation and Rezoning PA's 1-6 PUD and Mead Place to the west. The roundabout is intended to promote safer speeds within the community and to reduce turning movement and wait times at the Third Street and State Highway 66 intersection. The roundabout will direct the majority of traffic on Third Street into the Mead Place and the Equinox Annexation and Rezoning PA's 1-6 PUD developments. The character and amount of traffic on Third Street north of this site is intended to remain similar to today's standard. Preliminary discussions of the plan with the Colorado Department of Transportation and the Town of Mead staff have been very positive with the understanding that improvements along State Highway 66 and Third Street will be necessary to serve the development. Mead Development Group has also begun discussions with CDOT about obtaining access permits for State Highway 66 and is aware of the permit application process. 20.7 Drainage Currently, the Equinox Annexation and Rezoning properties primarily consist of agricultural farmland with associated homesteads and buildings. Per the Town of Mead Drainage Master Plan, dated July 1998, the proposed development is within two drainage basins. Historically, the southern portion of the site, approximately 16 acres, discharges to the south under State Highway No. 66 via existing culverts where flows are directed to Foster Reservoir and ultimately St. Vrain Creek; the northern portion of the site, approximately 94 acres, sheet flows from the southwest to the northeast and discharges into Mulligan Reservoir. Mulligan Reservoir discharges into an open ditch to the north where flows are directed east under Interstate 25 and ultimately to Lake Thomas and St. Vrain Creek. There is a parcel of land south of State Highway 66 that is included in the Equinox Annexation and Rezoning PA's 1-6 PUD application. This parcel of land is primarily encumbered by the Highland Ditch and is planned to remain as undeveloped open space. Developed flows will be detained, treated for water quality and released at the 10 -year historic discharge rate per the Town of Mead construction standards. All detained flows will follow historic drainage patterns. Please refer to the Preliminary Drainage Report for Equinox Planning Areas 1-6 Planned Unit Development, dated March 19, 2009, for more detailed drainage information. The proposed project is adjacent to a FEMA designated floodplain for Mulligan Reservoir. The floodplain is designated as Zone A. No base flood elevation is determined for this floodplain and the horizontal delineation for this floodplain is approximate. All proposed development for the Equinox Annexation and Rezoning project will be out of the Mulligan Reservoir floodplain. 20.8 Law Enforcement The proposed property is currently under the protection of the Weld County Sheriff's Department. Law enforcement will be provided by the Town of Mead through its contract with the Weld County Sheriff's Department. 2 20.9 Fire The proposed property is within the Mountain View Fire Protection District. The applicant has contacted the Fire Marshal and Fire Chief about service to this property. There is a possibility that a portion of land may need to be donated for fire protection use. The Fire District will follow up on this topic during the referral process after the initial annexation application submittal. 20.10 Parks and Recreation Due to the unique nature of this project and the larger, overall benefits it will bring to the Town, a PUD is being implemented. This PUD will incorporate the vision for an active civic area that provides developed open space benefits, a potential recreation center, as well as traditional parks and open space areas. Please refer to the PUD document for specific details. The applicant has committed to meeting the Town's park dedication requirements and will do so through a combination of land and improvements/enhancements and if necessary, cash in lieu. The open space and park areas provided will conform to the intent found in the Town of Mead Comprehensive Plan. A variety of parks, open space, trails and possible recreation center will be provided within this project and will contain elements of both active and passive play, such as playgrounds, open turf areas, ball courts, picnic areas, etc. Connections between parks and open spaces will be provided through an internal trail system, utilizing a combination of sidewalks along streets and off-street trail corridors. Pedestrian corridors and alternatives to vehicular travel will be emphasized to access nodes and activity centers within the community. Detention areas will be provided throughout the site, but will not count towards the required open space and park areas. Any oil and gas well setback areas will also not count towards the required dedications. 20.11 Environmental Considerations A Phase I Environmental Assessment has been performed on this property and no concerns have been identified except standard oil/gas well criteria. 20.12 Economic Development Potential Economic development opportunities attributable to this development include: • Business and Job Creation: A maximum of up to 710,028 square feet of commercial/retail/office/civic space will be constructed as part of this development, thus creating up to 710,028 square feet of new business activity and new job opportunities within the retail, service, governmental, construction, and professional industries. Customer Base Expansion: New and existing businesses will also benefit from the development in that an estimated 1440 new residents will live in Mead, contributing to the customer base that supports local businesses. • Revenue Generation: Recurring revenues associated with this development are estimated at $6.6 million* dollars annually. Revenues are based on Form D-4. Some factors on this form are unknown, thus the actual revenues that could be generated are expected to be higher. 3 INITEDo Your Touchstone Energy' Partner Kb( April 1, 2008 Mr. Josh Sherman, E.I.T. Tetra Tech 1900 South Sunset Street, Suite 1-F Longmont, CO 80501 Dear Mr. Sherman: United Power is the provider of electric service in the area to the proposed Mead Place - Town Center project located at the NE intersection of CR 7 and HWY 66. The electrical distribution in the area may need to be upgraded depending on the requirements of the site and in providing capacity and safe reliable power to the area. Service will be provided according to the rules, regulations, and policies in effect by United Power at the time service is requested. We look forward to this opportunity to provide electric service. If you have any questions, please give me a call at 303-637-1336. Sinceytyly, Monica L. Hansen District Representative UNITED POWER, INC. PO BOX 929 Brighton, CO 80601 303-6f q11 ci • ann nsn noon _ ...nen on, (> 3 2ooa a: 21 IST. a:2a/No.76paaaapg2 P a 3/3/2008 Qwest Bart Gamer Field Engineer RE: MEAD TOWN CENTER Tetra Teck Josh Sherman This is a will serve letter for Mead Town Center. Qwest will provide service for the Mead Town Center .This is planned to be annexed by the town of Mead. Qwest requests plans to be submitted to allow Time for engineering and construction to take place on a reasonable schedule. Bart Garner Field Engineer Qwest Communications 303 255 6122 Qwest. Spilt of Service 4 - EQUINOX ANNEXATION AND REZONING PA'S 1-6 PUD Development Compatibility Statements April 9, 2009 General Site Location and Description The annexation portion of the Equinox Annexation and Rezoning PA's 1-6 PUD is located in the southwest quarter of section 22, Township 3, Range 68 West of the 6`" Principal Meridian, County of Weld, State of Colorado. More specifically, the site is bounded by 3rd Street to the west, associated land that is being rezoned and included as part of the Equinox Annexation and Rezoning PA's 1-6 PUD and State Highway 66 to the south, existing agricultural vacant land and 1-25 to the east and Mulligan Lake and existing large lot residential to the north. Strategically located at a newly realigned interchange of Highway 66 and 1-25, this project will act as a source of energy to the up and coming activity center of Mead. The proposed PUD (PA's 1-6) includes 113.1 acres of residential and mixed use development with a maximum of 600 single-family detached and attached residential units and a maximum of 710,028 s.f. of commercial, office, civic, and retail space. 7.1 Street Master Plan The PUD plan proposes one full service and one three-quarter turn access point along State Highway 66 and one full service access point on 3rd Street. The access point on Third Street is envisioned as a roundabout that will serve the Equinox Annexation and Rezoning PA's 1-6 PUD and Mead Place to the west. The roundabout is intended to promote safer speeds within the community and to reduce turning movement and wait times at the Third Street and State Highway 66 intersection. The roundabout will direct the majority of traffic on 3rd Street into the Mead Place and the Equinox Annexation and Rezoning PA's 1-6 PUD developments. The character and amount of traffic on 3rd Street north of this site is intended to remain similar to today's standard. Preliminary discussions of the plan with the Colorado Department of Transportation and the Town of Mead staff have been very positive with the understanding that improvements along State Highway 66 and 3rd Street will be necessary to serve the development. Mead Development Group has also begun discussions with CDOT about obtaining access permits for State Highway 66 and is aware of the permit application process. 7.2 Subdivision Plan Details of the specific Subdivision Plan are unknown at this time. A maximum of 600 residential units are allowed within PA's 1-6. Within PA -1A, 132 Single -Family Detached Units are allowed. The minimum size of lots along the northern perimeter boundary will be 10,000 s.f. and the minimum size allowed in the rest of the planning area is 6000 s.f., although many lots are anticipated to be larger. Single -Family Attached Units are allowed in the mixed -use planning areas to provide a transition in use and density to the mix of uses, including commercial, office, retail, and civic, anticipated in PA's 3-6. A higher density area of 12 acres is also proposed at a maximum of 20 DU / Acre (PA -4). The inclusion of the Single -Family Attached types will bring a variety of housing types to the Town, thus increasing the diversity of options available to residents. The neighborhoods and mixed use areas will be designed to take advantage of and preserve the views to Mulligan Reservoir and the Front Range Mountains. 7.3 Comprehensive Plan The proposed project is compatible with the Town's Comprehensive Plan in several ways and meets several of the Comprehensive Plan's Goals and Objectives: Community Character Goal: To create and sustain a community with a friendly, small-town atmosphere or character. 1. Adopt measures that promote citizen interaction typical of "small town"! "Main Street." The proposed project creates a central main street/civic area that will provide gathering places for residents to interact and civic areas to hold public events such as the Town Easter Egg Hunt. The scale of the proposed mixed -use area will maintain the small town atmosphere. 2. Find, promote, and create things that make Mead unique. The Equinox Annexation and Rezoning PA's 1-6 PUD will create a unique place within Mead and will be a unique mix of residential and mixed -use areas that will distinguish Mead from other shopping areas on the Front Range. Visual interaction and connections to the Mulligan Reservoir will be incorporated to meet this end. Environment and Natural Resources Goal: To develop a balanced approach to growth which integrates new development into the natural environment. 1. Preserve and enhance areas of natural beauty or resources for leisure, passive recreation, education and research. Provide appropriate buffers around these resources to protect their quality. The Mulligan Reservoir area will be preserved. Visual connections will be provided to it and possible walkways near the perimeter will allow the feeling of closeness without actual intrusion into the lake. Buffer areas will be provided along the perimeter where the property lines are nearby. A trail system will be incorporated into the open spaces that will provide leisure and recreation opportunities. View shed areas will be preserved to maintain views to the Front Range Mountains. 2. Provide appropriate open space buffers within the community that addresses the goals and objectives of an open space plan. Appropriate landscape and/or open space buffers will be provided along the project edges and natural resources to meet the objectives of the open space plan. Transportation Goal: To create an efficient, safe and economical transportation network for the movement of people and goods within the Town's planning area and surrounding region. 1. Provide a transportation network that is coordinated with adjacent communities, Weld County, and the State of Colorado to ensure sage and convenient travel and reasonable access throughout the area. The proposed transportation network through the central/core civic area will consist of residential and commercial collectors and local streets designed to specifically accommodate the anticipated users of this area. Connection points to 3r° Street and State Highway 66 will be limited to reduce increased traffic on these roads. A roundabout on 3r° Street is anticipated and will reduce traffic wait times while enhancing the safety of vehicles on this street. 2.) Require land development to bear a proportionate share of the cost of provision of new or improved street systems to accommodate the development. Mead Development Group anticipates bearing the proportionate share of the cost of the provision of new and improved streets to accommodate the development of the Equinox Annexation and Rezoning PA's 1-6 PUD. 3. Consider the provision of innovative transportation features, such as roundabouts, traffic calming, and so forth, where appropriate. A roundabout on 3rd Street, as well as possible roundabouts within the interior of the project, are anticipated to be built. Other traffic calming features, such as curb bumpouts at intersections and pedestrian speed tables may also be incorporated internal to development. 4. Establish a pedestrian/bicycle system which separates pedestrian and bicycle traffic from automotive traffic as much as possible and links residential areas with key community facilities. Pedestrian and bicycle access and circulation will be separated as much as possible from vehicular traffic. A trail system via individual trail corridors and sidewalks will offer alternative options to link residential areas with mixed -use areas, as well as park areas. Land Use: Goal: To provide a range of compatible land use activities which are respectful of the natural environment, coordinated with supporting infrastructure, and provide a fiscally blanced pattern of development. 1. Establish a pattern, character and density of land uses organized around accessibility, environmental conditions, site conditions, location, community facilities, public utility capacity, traffic impact, and public safety. A site analysis is performed by a variety of consultants to advise on the most appropriate uses of the land given the environmental and site conditions. The PUD Plan and future, detailed plans will incorporate the advice of these consultants. The proposed land uses will be organized around accessibility and community facilities. 2. Diversify Mead's tax base through development of well -planned and designed commercial development along State Highway 66, Interstate 25, Welker Avenue east of 3r° Street, downtown, future regional arterials, and other major collector streets and intersections where appropriate. The Town's tax base will increase through the development of up to 710,028 s.f. of non- residential mixed -uses, such as commercial, retail, office, and civic land uses. This will primarily occur along the north side of State Highway 66 and east of 3rd Street in the southern half of the project area. 3. Establish and maintain orderly transitions in use and density between existing and new developments, or in the layout of new developments, to avoid abrupt changes in character. The PUD Plan is designed to provide transitions in density from existing uses and planned uses. The lowest density development will occur on the northwest edge near the existing large lot residences. Density will progressively increase to the south and east to provide the highest density nearest the central core activity area. 4. Provide parks, recreational areas, and open space to meet the needs and demands of the residential population. Provide parks and open space to meet the needs and demands of the business/day employment population, but not necessarily public recreation facilities for them Town of Mead dedication requirements will be met through a creative program combining land and improvements and, if necessary, cash in lieu. This will include a variety of spaces, such as parks, trails, open spaces, civic interaction areas and possible recreation center for public use, including business/day employment populations. 5. Consider flexible ways of regulation residential density in the promotion of lot size and housing types. The Equinox Annexation and Rezoning PA's 1-6 PUD proposes lot sizes and density that is different than what the Town's Land Use Code currently allows. These changes will allow a wider variety of housing types to occur in the Town. Housing Goal: To provide a range of housing opportunities of quality construction for a vital community. 1. Encourage a diverse housing stock which provides for a balanced range of housing opportunities that encourage the preservation of the character of existing neighborhood and the development of future neighborhood forms which develop as a result of market demands. The Equinox Annexation and Rezoning PA's 1-6 PUD proposes lot sizes and density that are different than what the Town's Land Use Code currently allows. These changes will allow a wider variety of housing types to occur in the Town that can encourage a variety of lifestyles and user groups to live in Mead. The final mix of housing types within the project will be influenced by residential market demands. 2. Encourage new housing developments to present a character of public and private living environments consistent with good examples of patterns of developments. The Equinox Annexation and Rezoning PA's 1-6 PUD will incorporate a variety of public and private living spaces that are associated with good examples of development patterns. These will incorporate a variety of housing types, housing product within types, parks and open spaces, pedestrian connectivity, and a balance of non-residential uses within easy accessibility for residents to encourage lifestyles less dependent on vehicles. 3. Consider an anti -monotony ordinance for housing construction in single-family detached subdivisions. The Equinox Annexation and Rezoning PA's 1-6 PUD contains Housing Diversity Standards and a separate Design Guidelines document for the highest density Planning Area (PA -4) will be created during the platting phases. Economic Development Goal: Promote a healthy and sustainable tax base to provide goods and services to meet the demands of area residents. 1. Promote enhancement of the tax base through economic development efforts to attract commercial establishments along State Highway 66, Interstate 25, Welker Avenue east of 3rd Street, downtown, future regional arterials, and other major collector streets and intersections where appropriate. The Town's tax base will increase through the development of up to 710,028 s.f. of non- residential mixed -uses, such as commercial, retail, office, and civic land uses. This will primarily occur along the north side of State Highway 66 and east of 3rd Street in the southern half of the project area. 7.4 Land Use Code The proposed project uses the Town's Land Use Code as an underlying basis. A variety of additional standards are proposed in the accompanying PUD. These additional standards generally reflect additional road configurations not previously adopted by the Town, setback changes to accommodate a wider variety of housing options, and a request for a density of 20du/ac on the 12 acre Planning Area 4. 7.5 Existing and Adjacent Land Use The existing land use of the Equinox Annexation and Rezoning PA's 1-6 PUD is generally agricultural on vacant land. A handful of single-family detached residents exist on these properties. Existing landowners are under separate contract agreements with Mead Development Group, and it's assigns, to accommodate their individual needs through the review and development process. Adjacent Land Uses include large lot single-family detached to the north; agricultural and vacant land directly to the east; the approved Mead Place PUD to the west, which will include commercial, mixed -use and single-family detached and attached residential; and an approved commercial and residential project with Centex Homes directly to the south, across State Highway 66. • PRELIMINARY DRAINAGE REPORT FOR EQUINOX PLANNING AREAS 1-6 PLANNED UNIT DEVELOPMENT MEAD, COLORADO Prepared for: • • EQUINOX MEAD, LLC c/o Roger Hollard 9055 E Mineral Circle #100 Centennial, CO 80112 Prepared by: TETRA TECH 1900 South Sunset Street, Suite 1-F Longmont, Colorado 80501 Tetra Tech Job No. 133-26064.08001 Revised Application: March 20, 2009 lb] TETRA TECH • • TETRA TECH March 20, 2009 Mr. Dan J. Dean Town Manager 441 Third Street P.O. Box 626 Mead, CO 80542 Re: Preliminary Drainage Report for Equinox Planning Areas 1-6 PUD Tetra Tech Job No.: 133-26064-08001 Dear Mr. Dean: Tetra Tech, on behalf of Equinox Mead LLC, is submitting this revised Preliminary Drainage Report for Equinox Planning Areas 1-6 Planned Unit Development (PUD) for your review. The proposed site is located at the northeast corner of Third Street (Weld County Road 7) and State Highway No. 66. Proposed development of the site will consist of residential housing in the northern portion of the project and a mixed -use, commercial development in the southern portion of the project. If you have any questions or comments concerning this report, please feel free to contact us at 303-772-5282. Sincerely, TETRA TECH erman Project Engineer Cameron Fowlkes, P.E. Project Manager 1900 S. Sunset Street, Suite I -F Longmont, CO 80S01 T l 303 772.5281 Fax 303.272 70tetratech.com P:\133_26064_08001 Mad Place\ Deliverables\ Annexation\Revised MTC Submittal MAR Prelim8\Drainage Report m Letter_MAR09.doc TETRA TECH ENGINEER'S CERTIFICATION I hereby certify that this design for the Preliminary Drainage Report for Equinox Planning Areas 1-6 Planned Unit Development was prepared by me (or under my direct supervision) in accordance with the provisions of the "Town of Mead Storm Drainage Criteria and Construction Standards, January, 1998" for the owners thereof. amero Register State of Co • • 18 neer • • • TABLE OF CONTENTS Page 1.0 Introduction 1 2.0 Intent 1 3.0 Design Reference 1 4.0 Existing Drainage Characteristics 2 5.0 Developed Drainage Characteristics 3 6.0 Conclusion 3 7.0 References 4 List o/'Appendices Appendix A Vicinity Map and FIRM Appendix B Historic and Developed Runoff Calculations Appendix C Preliminary Detention Pond Design Storm Drainage Master Plan Back Pocket Historic Drainage Plan Back Pocket Preliminary Drainage Plan Back Pocket • • • PRELIMINARY DRAINAGE REPORT EQUINOX PA'S 1-6 PUD MEAD, COLORADO 1.0 INTRODUCTION The Equinox Planning Area's 1-6 Planned Unit Development (PUD) project consists of several parcels of land located in the Southwest Quarter of Section 22 and the Northwest Quarter of Section 27, Township 3 North, Range 68 West of the 6th Principal Meridian, County of Weld, State of Colorado. Properties within the proposed development include: the Schmidt -Hurt parcel, the Schmidt-Debrine parcel, the Wulf parcel, and the Chansler parcel. The proposed development is bound by the Hunter's Cove subdivision to the north, Mulligan Reservoir and agricultural land to the east, State Highway No. (SH) 66 to the south and Third Street (Weld County Road 7) to the west; also included is a parcel of land directly south of SH 66 and east of Third Street. The proposed project is approximately 113 acres which includes residential zoning in the northern portion of the development and a commercial/mixed use component in the southern portion of the project. The included property that is south of SH 66 is primarily encumbered by the Highland Ditch and is planned to remain as undeveloped open space. The proposed development will consist of single family homes, general commercial, and village mixed use, streets, utilities, existing gas wells, open space, detention ponds and landscaping. Access to the site will be provided from State Highway No. 66 as well as Third Street. A Vicinity Map has been included in Appendix A of this report. 2.0 INTENT The intent of this report is to provide a preliminary storm drainage study for the proposed Equinox Planning Area's 1-6 PUD. This report examines the historic drainage patterns for the subject properties and provides a preliminary design for the developed runoff. The drainage design for developed flows generated from the proposed development is intended to not adversely impact to the historic local and regional drainage patterns. 3.0 DESIGN REFERENCE The drainage design criteria were taken from the "Town of Mead Storm Drainage Criteria and Construction Standards, January, 1998." All drainage basins were less than 90 -acres in size; therefore, runoff rates were calculated using the Rational Method. The values for runoff coefficients, C, were taken from the "Urban Storm Drainage Criteria Manual Vol. 1, June, 2001" for the appropriate hydrologic soils group. Rainfall intensities, I, were taken from the "Town of Mead Storm Drainage Criteria and Construction Standards, January, 1998." for the anticipated future land use. The 2 -year event and the 10 -year event were used for calculations involving the minor storm, and the 100 -year event was used for calculations involving the major storm. Detention volumes were sized to detain the 100 -year developed flow rates and treat onsite runoff for water quality purposes before discharging at the 10 -year historic release rate. The "Drainage Master Plan, July, 1998" for the Town of Mead, Colorado, was also referenced for historical drainage flow rates and patterns. -1- • 4.0 EXISTING DRAINAGE CHARACTERISTICS The subject properties presently consist of agricultural farmland with associated homesteads and farm buildings. Per the Town of Mead "Drainage Master Plan," the Equinox PUD is within the Foster Reservoir Drainage Basin and the Mulligan Lake Basin. More specifically, the southern portion of the proposed project is within Sub -basin 102 of the Foster Reservoir Basin and the northern portion is within Sub -basin 103 of the Mulligan Lake Basin. Runoff from the proposed project within Sub -basin 102 sheet flows from west to east before being collected and passed under SH 66 to the south. Ultimately, runoff from Sub -basin 102 discharges into Foster Lake and then St. Vrain Creek. Runoff from the proposed project within Sub -basin 103 sheet flows from the southwest to the northeast and discharges into Mulligan Reservoir. According to the "Drainage Master Plan, " Mulligan Reservoir is adequately sized to detain the historic 100 -year release of storm water runoff from Sub -basin 103. However, no formal detention agreement is in place with the owner's of the Reservoir. The Storm Drainage Master Plan has been included in the back pocket of this report. • • For the purposes of this report, historic drainage basins for the proposed development have been further subdivided. Aerial topography in conjunction with site investigation was used for basin delineation. Offsite drainage basins, O1 and O2, are parcels included in the afore mentioned Sub -basins, but the parcels are not within the proposed development's boundary. Basins HI through H3 include the parcels of land that will be included within the project's boundary. The Historic Drainage Plan has been provided in the back pocket of this report. According to the "Soil Survey of Weld County, Colorado, Southern Part" the subject site predominately consists of Wiley -Colby complex, 1 to 3 percent slopes. Based on USGS mapping, the site has considerably less slope than indicated in the soil survey. Leveling of the ground surface is likely a result of farming practices. The soil survey states the following about the Wiley -Colby soils, "Permeability is moderately slow. Surface runoff is medium, and the erosion hazard is moderate." Wiley -Colby soils are classified as a hydrologic soil group B. The proposed project is adjacent to a FEMA designated floodplain for Mulligan Reservoir. The floodplain is designated as Zone A. No base flood elevation is determined for this floodplain and the horizontal delineation for this floodplain is approximate. All proposed development for the Equinox project will be out of the Mulligan Reservoir floodplain. FIRM Panel 850 has been included in Appendix A of this report. -2 • • • 5.0 DEVELOPED DRAINAGE CHARACTERISTICS The site plan for the proposed development is conceptual at this time. As a result, the developed drainage design is also conceptual in nature. The site was divided into eight basins (Al thru A7, and B I) based on land use and the historic drainage patterns. Developed runoff generated from Basins Al thru A3, and A7 will be directed through the development's storm infrastructure system before being detained, treated for storm water quality and discharged at the 10 -year historic release rate. Detained storm water discharge from Major Basin A will be directed to Mulligan Reservoir. Developed Basins A4 and A6 are adjacent to Mulligan Reservoir. These basins are designated as open space and no detention is proposed. Runoff from developed Basin B1 will also be directed through the development's storm sewer system before being detained, treated for storm water quality and discharged at the 10 -year historic release rate. Detained runoff from Basin Bl will be discharged to the east and then ultimately directed south under SH 66 via existing culverts. Drainage Basins Al thru A7, and B1 are labeled on the enclosed Preliminary Drainage Plan. The parcel of land south of SH 66, Basin A5, is primarily encumbered by the Highland Ditch and is planned to remain as undeveloped open space. Therefore, no detention is proposed for this parcel. This parcel is labeled on the enclosed Preliminary Drainage Plan. Offsite basins, O1 and O2, will follow historic drainage patterns. These offsite flows will be routed through the proposed development. Offsite runoff from Basins O1 and O2 will either be routed separately through the proposed site and release directly into Mulligan Reservoir, or the offsite runoff may be combined in the proposed drainage system and conveyed through the proposed detention pond(s) before being released to Mulligan Reservoir. Routing of offsite flows will be further evaluated once a site plan in more defined. Basins O1 and O2 are labeled on the enclosed Preliminary Drainage Plan. Although the future development intends to provide detention basins for the project, the developer may proceed with discussions with the owner's of Mulligan Reservoir to better understand the potential for detaining developed storm water runoff from Basins Al thru A7 within the Reservoir, as noted in the Town of Mead "Drainage Master Plan." 6.0 CONCLUSION In conclusion, the intent of the proposed drainage study for The Equinox Planning Areas 1-6 Planned Unit Development is to provide a preliminary drainage design that will not adversely affect the existing drainage facilities or drainage patterns surrounding the site. The Town of Mead "Drainage Master Plan, July, 1998" was referenced while evaluating the existing drainage patterns and proposed drainage improvements. The preliminary drainage design for the proposed project complies with the "Town of Mead Storm Drainage Criteria and Construction Standards, January, 1998." A copy of the Historic Drainage Plan, Preliminary Drainage Plan, runoff calculations, and detention calculations are included for your review. -3- • 7.0 REFERENCES 1. Sear -Brown Group, The. Drainage Master Plan, July 1998, Town of Mead. 2. Town of Mead Standard Design Criteria and Construction Requirements, January 1998. 3. Town of Mead Storm Drainage Criteria and Construction Standards, January 1998. 4. United States Department of Agriculture, et. all. Soil Survey of Weld County, Colorado, Southern Part, September 1980. 5. Urban Storm Drainage Criteria Manual, Vol. 1 — 3, June 2001. • • -4— P\133_26064_08001 Mead Place\ Deliverables \Annexation \Revised MI'C Submittal MAR08\Prelim Drainage Report MAR 09.doc • APPENDIX A VICINITY MAP AND FIRM • • • z Q I N 2 co O co U w 0 Z CN CO 0- 0 0 a 0, Co 0 0 N • 9 m 3 EQUINOX ANNEXATION AND REZONING PA's 1-6 PUD D 3000' 1500' 0' 3000' 6000' SCALE IN FEET D TETRA TECH www.tetratech .com 1900 S. Sunset Street, Ste. 1-F Longmont, Colorado 80501 PHONE: (303) 772-5282 FAX: (303) 772-7039 Drawing Description VICINITY MAP EQUINOX LAND, LLC Project No.: 133-26064-08001 Date: 17 JUL 2008 Designed By: JJA Drawing No. 1 Copyright: Tetra Tech • APPENDIX B HISTORIC AND DEVELOPED RUNOFF CALCULATIONS • • • • • HISTORIC RUNOFF CALCULATIONS U C C a) U O U 0 C O N O I- >' N a) N m J O V M O O CV O O O a O N M 11 O j 6 co u Z o n a c (1) V �a Z o mg a) 1- ›, o o ro 4 a) a) a) _o N N C T C o U C a) a) a O U O o N O Q� N :7C <C,, co C) a O C C w y C U C N I C .a .. Co Cu } O O I- R O I- CD } N a- 0 >- O r a - Ca a) 0 L N a) >- N OI c J as C a) 0 LT M •- 1- O) N U) CI CO N N CO CO• co O r. v 4 c7 N m U) N CO 4— 4— O O O O O O 0- n ti N N N n � n C) O O r - C) N LC) a) n 000 4-4 OOO Ca CO CD UN) CO )f) )[7 N r- •-• ch O cD ch r- 4- 0 N N Q N a - Ca m 03 J m CO C)) ' CO O O O O 0)O a) .• .. 'N ca O N N- P- r`— CO co Cl. ›-N N E C) C) O Cc al 0 o 0 C - N L U CO Ca an C) CO CD O } O O O .- O O O O O O N JC3 N .- �i W C) N O N O C D u Ca O I- N C) C) •t co N O 4 u) V3 N 1- 1` V O O) ai V v) 4- N C) I I I O) 4 C) CO CV 4 CO 4- O) N OO N Ca O I- P:1133_26064_08001 Mead PlacelDeliverables\Drafts\DraftRpts\DRAINAGE\Prelim Runoff Calcs.xls • • • HISTORIC RUNOFF CALCULATIONS Time of Concentration: Tc = T; + Tt T; _ {0.395 * (1.1-05)* (Li)tf2 } / S113 ; where length of overland flow, Li ≤ 500 ft Tt = Lt / (60 *V) ; V = Cv *(SW)v2 C = 5 (per Table RO-2, USDCM V.1) Basin C5 LT S V T; Tt ' (ft) (ft/ft) (ft/sec) (min) (min) (min) H1 0.09 1805 0.00194 0.22 70 99 169 H2 0.10 2285 0.00175 0.21 72 142 214 H3 0.10 832 0.0012 0.17 82 32 114 O1 0.13 277 0.0018 0.21 52 0 52 O2 0.13 1403 0.00214 0.23 65 65 131 If T, ≥ 60 min, use 60 min (limitation of IDF curve is 60 minutes) If To ≤ 10 min, use 10 min (per Section RO 2.4.4, USDCM V.1) P:\133_26064_08001 Mead Piace\Deliverables\Drafts\DraftRpts\DRAINAGE\Prelim Runoff Calcs.xls • • • (/) 2 O ceJ W F U 2 W U :) LL Z O O D O re < W W 2O J W W 0 dd > CD a J 04 o CD m 66666 N C N- 0 666 O O o N Cl) O mmm O N > 0 00000 > 0NNn00NN Vn O 66666660 Oa 0 d q q q d a 0 0 ...- O o N N O 00000000 00 0 U Planning Area d�ONN00 N O O O O O O O O O O O O O O O N N 00000n. .8 V 0 O C O O O O O O O<< 66 Com/Mixed Use C re R a re 0 d V O N d o o o O y Cl ONV ONC MN nN(VOV466 OO OO000000'j O o o o o 66 6ci 66 0 0 e0000000 O .OOOOOOO 00 " O OOO O O O 66 00000088 'N 66666666 — M E uiremenfs for comm F iyvvoieemm "-O� g% M $ O O QM&QMO 44 QQUQQQv�n U as aaa a as N M V N M N QQQQQQ<0 00 a O C s 1 O M M M O O M ON!" VV coo 0C - 5 o O N M V M N N 0 N O O O N N N O WNW NV 666°6^66 MN Y O o 9 O N N N On4n466 ONMVN0N0 '-OO N N N N N N N....NN NO . WO O O n ee ,,Nel r m 0 n N <<<<<<<0 00 s z P: l33 26064_08001 Mead Place De • • • MEAD TOWN CENTER DEVELOPED RUNOFF CALCULATIONS Time of Concentration Check c c CJ I— x YcD _ ▪ V C) N O Q) v m O N 0 Y c C_ t ^� N C C) it c V J lU O LL c y R m O CO to coCO r r N N r r r r N N V V V • # + # • k % e # # k # • M Y it * # 4 # M Y k M 00000000 N N N N N N N N 0 0 0 0 0 0 0 0 00000000 OOOOOOOO CEO CO CO CO CEO M Cr) Nr cciV' rO NN LC) Lf) to U lO LO LO LO ti r n n IC n ...... r r CO CO CO N O CO O N CONNNNe-COV' ✓ v v v v v v v 0 CO LO CO CO r r N N N ✓ r h M Cr C0O��OLa �Or ✓ r r r N N CO I' LO CO I- r Q QQQQQQCf] Tc1 = maximum time of concentration; Tc1 = U180 + 10 (Eqn RO-5, USDCM V.1) * Tc2 = Ti + Tt (Eqn RO-2, USDCM V.1) ** Assume Li = maximum lot depth 0 a) Co C C) C O 0 O O v C co O O a) a) L Co N O O a) n 0 Co E E C E co a) E Co Q o h 0 J 7 N O CC a) co co I— D C co "1- O ce C O W 0 0 Y DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF i 1• TABLE RO-3 Recommended Percentage Imperviousness Values Land Use or Surface Characteristics Business: Commercial areas 95 Neighborhood areas 85 Residential: Percentage Imperviousness Single-family Multi -unit (detached) -Multi-unit (attached) Half -acre lot or larger Apartments Industrial: Light areas Heavy areas Parks, cemeteries Playgrounds Schools Railroad yard areas Undeveloped Areas: Historic flow analysis Greenbelts, agricultural Off -site flow analysis (when land use not defined) Streets: Paved Gravel (packed) Drive and walks Roofs Lawns, sandy soil Lawns, clayey soil 60. 75 80 80 90 5 10 50 15 2 2 45 100 40 90 90 0 0 *See Figures RO-3 through RO-5 for percentage imperviousness. Based in part on the data collected by the District since 1969, an empirical relationship between C and the percentage imperviousness for various storm return periods was developed. Thus, values for C can be determined usingthe following equations (Urbonas, Guo and Tucker 1990). CA = KA + (1.31i' -1.44/ 2 + 1.1351- 0.12) for CA≥ 0, otherwise CA= 0 (RO-6) CcD = Ken + (0.858/3 — 0.78612 + 0.774i+ 0.04) (RO-7) CA = (CA + Cco )/2 in which: i = % imperviousness/100 expressed as a decimal (see Table RO-3) 06/2001 Urban Drainage and Food Control Distrid RO-9 DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF 0 1 2 3 4 Single Family Dwelling Units per Acre 5 FIGURE RO-3 Watershed Imperviousness, Single -Family Residential Ranch Style Houses 06/2001 Urban. Drainage and Flood Control District 6 RO-15 DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF TABLE RO-5 Runoff Coefficients, C Percentage Imperviousness Type C and D NRCS Hydrologic Soil Groups 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 0% 0.04 0.15 0.25 0.37 0.44 0.50 5% 0.08 0.18 0.28 0.39 - 0.46 0.52 10% 0.11 0.21 0.30 0.41 0.47 0.53 15% 0.14 0.24 0.32 0.43 0.49 0.54 20% 0.17 026 0.34 0.44 0.50 0.55 25% 0.20 0.28 0.36 0.46 0.51 0.56 30% 0.22 0.30 0.38 0.47 0.52 0.57 35% 0.25 0.33 0.40 0.48 0.53 0.57 40% 0.28 0.35 0.42 0.50 0.54 0.58 45% 0.31 0.37 0.44 0.51 . 0.55 0.59 50% 0.34 0.40 0.46 0.53 0.57 0.60 55% 0.37 0.43 - 0.48 0.55 0.58 0.62 60% 0.41 0.46 0.51 0.57 0.60 0.63 65% 0.45 0.49 0.54 0.59 0.62 0.65 70% 0.49 0.53 0.57 0.62 0.65 0.68 75% 0.54 0.58 0.62 0.66 0.68 0.71 80% 0.60 0.63 0.66 0.70 0.72 0.74 85% 0.66 0.68 0.71 0.75 0.77 0.79 90% 0.73 0.75 0.77 0.80 0.82 0.83 95% 0.80 0.82 0.84 0.87 0.88 0.89 100% 0.89 0.90 0.92 0.94 0.95 0.96 Type B NRCS Hydrologic Soils Group 0% 0.02 0.08 0.15 0.25 0.30 0.35 5% 0.04 0.10 0.19 0.28 0.33 0.38 10% 0.06 0.14 0.22 0.31 0.36 0.40 15% 0.08 0.17 025 0.33 0.38 0.42 20% 0.12 0.20 0.27 0.35 0.40 0.44 25% 0.15 0.22 0.30 0.37 . 0.41 0.46 30% 0.18 0.25 0.32 0.39 0.43 0.47 35% 0.20 0.27 0.34 0.41 0.44 0.48 40% 0.23 0.30 0.36 0.42 0.46 0.50 45% 0.26 0.32 0.38 0.44 0.48 0.51 50% 0.29 0.35 0.40 0.46 0.49 0.52 55% 0.33 0.38 0.43 0.48 0.51 0.54 60% 0.37 0.41 0.46 0.51 0.54 0.56 65% 0.41 0A5 0.49 0.54 0.57 0.59 70% 0.45 0.49 0.53 0.58 0.60 0.62 75% 0.51 0.54 0.58 0.62 0.64 0.66 80% 0.57 0.59 0.63 0.66 0.68 0.70 85% 0.63 0.66 0.69 0.72 0.73 0.75 90% 0.71 0.73 0.75 0.78 0.80 0.81 95% 0.79 0.81 0.83 0.85 0.87 0.88 100% 0.89 0.90 0.92 0.94 0.95 0.96 06/2001 RO-11 Urban Drainage and Flood Control District RUNOFF DRAINAGE CRITERIA MANUAL (V. 1) L = length of overland flow (500 ft maximum for non -urban land uses, 300 ft maximum for urban land uses) S = average basin slope (ft/ft) Equation RO-3 is adequate for distances up to 500 feet. Note that, in some urban watersheds, the overland flow time may be very small because flows quickly channelize. 2.4.2 Overland Travel Time. For catchments with overland and channelized flow, the time of concentration needs to be considered in combination with the overland travel time, it,, which is calculated using the hydraulic properties of the swale, ditch, or channel_ For preliminary work, the overiand travel time, 4, can be estimated with the help of Figure RO-1 or the following equation (Gue 1999): V = CvS„,o.5 in which: (RO-4) V= velocity (fUsec) C, = conveyance coefficient (from Table RO-2) S„ = watercourse slope (ft/ft) TABLE RO-2 Conveyance Coefficient, C,, Type of Land Surface Conveyance Coefficient, C,, Heavy meadow 2.5 Tillage/field 5 Short pasture and lawns 7 Nearly bare ground 10 Grassed waterway 15 Paved areas and shallow paved swales 20 The time of concentration, te, is then the sum of the initial flow time, it,, and the travel time, it,. as per Equation RO-2. 2.4.3 First Design Point Time of Concentration in Urban Catchments. Using this procedure, the time of concentration at the first design point (i.e., initial flow time, t,) in an urbanized catchment should not exceed the time of concentration calculated using Equation RO-5. t =+10 180 (RO-5) RO-6 06/2001 Urban Drainage and Flood Control District • • • a ct t O • • • Soil Survey Summary Location Notes U � O p O o (0 -O = >' O _ (n m c o rn n C _O D 4) N CO m E m z O O 45 O O U - CO C C O O m O f r C m -o O o O C C a a a >. N C C C C L L fi N O) _C a) C p 2 7 r C O co O a s N C C at C C C O L O O O O N O a)= a) a) O)> m) O) O) cu m w m m C V) C (sis C C Q) n) a) m a) a) U Et U C 2 U L a m a t a t a ai r — O) = N = d) = a) m_ m a m a m a E m E o E o E o C CO a to a CO a floods, wetness Aquolls and Aquepts, flooded Majority of property O O O 0 y t m C C C ai C co a) O m N N C N N V) - O O Nunn clay loam, 1 to 3 percent slopes Thedalund loam, 3 to 9 percent slopes Weld loam, 1 to 3 percent slopes O N a O U) C m U a) a f") O N a E O U > O O U N l0 O) N ▪ V (O CO Reference: Soil Survey of Weld County, Colorado, Southern Part P:1133_26064_08001 Mead Place\ Deliverables \ Drafts \DraftRpts\DRAINAGE \Soil Type_Table.xls • APPENDIX C PRELIMINARY DETENTION POND DESIGN • • • • • MEAD TOWN CENTER DETENTION POND SUMMARY The percent imperviousness in the following spreadsheets was estimated for each Basin based on the proposed land use. The percent imperviousness will be revised for the Final Drainage Report. Pond Storage Qout (100-yr) (ac -ft) (cfs) Basin Al 3.25 10.38 Basin A2 1.63 3.48 Basin A3 2.07 4.41 Basin A4* n/a n/a Basin A5* n/a n/a Basin A6* n/a n/a Basin A7 2.77 5.91 Basin B1 2.70 5.76 Total 12.42 29.94 * Basin A4, A5 and A6 are designated as open space and no detention is proposed. Check: Qout (100-yr dev.) ≤Qout (10-yr hist.) Basin Al+A2+A3+A7 = 24.18 cfs ≤Basin H1+H2 = 27.60 cfs Basin B1 = 5.76 cfs ≤Basin H3 = 7.20 cfs P:\133_26064_08001 Mead Place\ Deliverables\Annexation\Revised MTC Submittal MAR08\Det Pond Summary_MAR09.xls • • • DETENTION VOLUME BY THE MODIFIED FAA METHOD (See USDCM Volume 2 Storage Chapter for description of method) Project; Mead Town Center Basin ID: Developed Basin Al (For catchments less than 160 acres only. For larger catchments. use hydrograph routing method) (NO IFfor catchments larger than 90 acres, CUHP hydrograph and routing are recommended) Determination of MINOR Detention Volume Using Modified FAA Method Deterrrenatlon of MAJOR Detention Volume Using Modified FAA Method Design Information (Input): I. • A • Type • T .. 74 ;I. P. C, a Ca a Ca • percent 25, 50 or 103) Design information (Input): I. • A • Type • T • TO• P • C,. Cr a Ca • 60.00 prow «100) Catchment Oronoge Impwlouoness CatcmMnt Drainage Are. Prede clop en1 NRCS SOY Group Relum Period f« Detention Cored Time of Concentration or 4301.91.0 Allowable UM Release Rate Or. -rear Precrommon Denlg. RdeieII OF Formula i • C: P,/4C1+T,l^Cy CO81Toaw One Co.bcww Two Coefficient Three 50 00 Caldvnenl (Wrenn* Imper ichw ese Catchment Drena3. Area Predmewprrew NRaS Soe Group Return Period for Dettelen Control Time of Concenlral en d W Marshal Allowable Unit Raleaae Rale One -how Prec!pleen Design Rainfall 113f Formula 1. C1• Pd(Ca4TJ•Ca Coetfcienl One CoeO,cornl Iwo Coofkiere Thee _ 35.800 wren A B. C. « D ems (2 6 10, rwwa.. darer. Woe 36.000 acres A, & C, « D yams (2.6. 10.26.60. B B . •:.2 ... • • . :...:: 100'.,-' • 20 • 20 minutia inches 0.m • .' 006 ...251 .;-�_. 28.50 26.60 • 10 . • 10 0760 0 709 Delern9nation of Average Outflow irpn the Bash ICakulatedl: Determnatlon of Average Outflow from the B85)n (Calculated): Runoff Coofcienl Inflow Peak Allowmw Pooh C C. Runoff Op•61 • Oudlow Role Opoul a Mod FAA Minor Stones Ve6.80 - Mod. FAA Mhor Stor.po • 0. Enter RainfaE. Duneleon 'ncremenlot !ncreate Vakre 029 de da cubic feet aela-ft 5-5100 tes! %roil Cwlflciew C a 010. Peak Runoff Opt • Albwtll. Aeak Outfow Rale Op.Oi • Mod. FM Major Stomp. Volume.. Mod. FAA Major Storage Volume). 052 d. Ch able het eent41 10.20 04.61 . 1.04 10.15 • 37.176 145627 0.853 3246 5 Here fog `I.Y Rainfall Cerebral minxes tifete) RainfallRainfall.60* Int.rdy Wm, ( h (54081) Valumw cubic 1.0 (mama) Adjusll0w Fad« (wm!al Margo . Orafow de 1.0001) Outflow Vol... obit feet foVlp81) Sera0. Volume .11btc het (0.1881) Rainfall Dureebr, ml.1en (881) Rainfall !Nosily Inches/Iv (0.000) Winn vduna 0-01c 1eel (9091 A,3tsb.Cl Feclor 1018140 Marano Outflow do Ioufp,nI Outflow Volume omit led (FOAM) Storage Volume 0,Mc feel loufp.1 ) • p 000 0 ace 000 0 0 0 0.00 0 0.m 000 0 0 5 3.20 9,056 0.03 0.65 196 0.760 6 0.78 40.041 Q63 649 1.947 47,004 10 2.55 15587 0.76 075 407 16,400 s 10 7.00 78,155 0.75 7.79 4,872 73.400 15 214 19.966 088 0.91 810 19,140 15 5.07 99,315 066 9.00 0.176 90144 20 1.56 23,045 1.00 104 1.245 21.790 20 5.00 113,526 1.00 1038 12466 101.070 26 1.54 26,606 1,00 1.04 1,567 23,850 26 4.50 125,860 1.00 1038 15,573 110.065 30 1.47 27648 1.00 1.04 1,869 25,560 30 4.06 135,712 1.00 1636 10.856 117.025 35 1.34 29265 1.00 1,04 2.180 27,107 35 3.00 144,200 1.00 10.30 21.802 122,475 40 1.24 30,902 1.00 1.04 2,402 29,310 40 3.40 161,735 1.00 10.36 24,017 126,822 46 1.15 32142 1.00 1.04 2,603 28338 45 3.15 158.340 1.00 1031 25,031 130.306 50 1.07 33,343 1.00 104 3,155 30,220 60 2.04 154.260 1.00 1030 31.140 133,114 66 1.01 34,433 1.00 1.01 3.425 31,007 66 275 159620 1.00 10.36 34,261 135.357 80 006 36430 1.00 1.04 3,730 31.692 00 260 174,539 1.00 10.38 37,375 137,164 05 000 30349 1.00 1.04 4.049 32.300 65 247 176068 1.00 10.38 40,400 136576 70 066 37202 1.00 1.04 4.350 32,641 70 2.34 103266 1.00 10.38 43,604 130.664 75 081 37,007 1.00 1.04 4,672 33,325 75 223 157,106 1.00 10.30 46.710 140,487 80 078 36743 1.00 1.04 4,103 33,750 80 214 160,850 1.00 10.38 40.614 141,687 05 074 39,445 1.00 1.04 5206 34,151 85 205 194,320 1.00 10.26 62045 141,372 90 072 40.109 1.00 1.04 5,606 34,503 SO 1.97 167.590 1.00 10.38 56063 141.527 06 0.00 46739 1.00 1.01 5.918 34,821 96 1.60 20.001 1.00 1030 00.177 141.514 100 056 41.337 1.00 1.04 8,220 35,105 100 1.82 2032141 1.00 1o.3e 62.202 141,310 105 0.44 41.000 1.00 1.06 6841 35,368 105 1.76 206453 1.00 10.35 55.407 141.047 110 062 42,454 1.00 1.04 8,152 35062 110 1.70 20.142 1.00 10.313 68,821 140621 116 020 42,077 1.00 1.04 7,164 36813 115 1.06 211,719 1,00 1030 71536 140,063 120 0.55 43,470 1.00 1.04 7.476 30064 120 1.60 214,102 1.00 1035 74,760 139,441 125 0.60 43,902 1.00 1.04 7,787 30,176 125 1,56 210,671 1.00 10.38 77,865 136700 130 0.56 44,427 1.00 1.04 5,095 36,329 130 1.51 218.582 1.00 16.3e 80,900 1371133 136 0.53 44,676 1.00 1.04 6400 38/447 135 1.47 221,074 1.00 10.38 84.094 131,010 140 062 45,310 1.00 0.04 6721 38,500 140 1.43 223211 1.00 1038 87209 130.008 145 051 45,730 1.00 1.04 9,002 36097 146 1.39 226278 1.00 10.36 90,323 134,666 150 049 40.136 1.00 1.04 0344 36.792 160 1.38 227.261 1.00 10.36 93,438 133,043 165 O46 48,530 1.00 1.04 0.065 36,875 106 1.32 729.224 1.00 1036 98.553 132,671 160 0.47 16813 1.00 1.04 0.967 35.947 100 120 231.110 1.00 10.38 96667 131,443 165 045 47,206 1.00 1.04 10.278 37.07 165 0.26 232,043 1.00 10.38 102782 130.101 170 045 47.647 1.00 1.04 10.590 37,066 170 1.24 234.726 1.00 10.36 106800 129,630 175 044 46000 1.00 1.04 10.901 37,005 175 1.21 236,463 1.00 10.38 100011 127,462 180 0.43 45,343 1.00 1.04 11.213 37,031 100 1.15 235,156 1.00 10.39 112128 120.020 165 042 45671 1.00 1.04 11,624 37.154 106 1.15 235.806 1.00 10.38 115,240 124,564 100 0.41 49,006 1.00 1.04 11,005 37,170 190 1.14 241,415 1.00 10.38 119,355 123,000 195 041 49,324 1.00 1,04 12,147 37.177 105 1.12 242,987 1.03 10.38 121,469 121.510 200 0.40 45030 1.00 1.04 12,468 37,178 200 1.00 244,524 1,00 1031 124,684 119,010 205 039 40,941 1.00 1.04 12,170 37.172 205 1.07 246.027 1.00 10.36 127,800 115,326 210 036 50.240 1.00 1.04 13,091 37.150 210 1.00 247,491 1.00 10.31 130.513 116664 215 0.38 60,632 1.00 1.04 13,393 37,139 215 1.04 248.937 1.00 1038 133,925 115,000 220 037 Mina 1.m 1.04 13,704 37,114 220 4.02 250,347 1.00 1038 137,042 113,305 225 0.38 51.090 1.03 1.04 14.016 37,003 225 100 261,729 1.00 10.30 140157 111.672 230 0.39 51,374 1.00 1.04 14,327 31,047 220 090 263,084 1.00 1039 143,272 100,012 235 0.35 81,644 1.00 1.04 14.030 37.006 235 097 254,413 1.00 10.38 146.386 106027 240 0.35 51106 1,00 1.04 14,050 35060 240 0.95 255.717 1.00 10.3e 149,501 105,216 245 0.34 52,165 1.00 1.04 15,282 35907 245 0.90 256007 1.00 1038 152,015 104.302 250 034 52,424 1.00 1.04 16673 38,551 250 092 265255 1.00 10.38 155,730 106625 256 033 52.974 1.00 1.04 16984 36790 255 0.91 269,491 1.00 10.36 155845 100646 260 033 52.921 1.00 1.01 18,196 38,725 260 0.00 760.706 1.00 10.38 191,950 06746 255 032 53.163 1.00 1.04 16.507 19,119 36,556 265 0.88 281,900 1.00 10.38 165,074 96,035 270 0.32 53,402 1.00 1.84 36583 270 087 203,075 1.00 10.38 166158 04,886 275 031 83137 1.00 1.04 17.130 38.506 275 0.66 284.231 100 1038 171,303 92,088 200 0.31 53,057 1.00 1.04 17,442 35420 200 0.65 205365 1.00 10.38 174,410 90061 265 030 - 54,006 1.00 1.04 17,753 36342 2e5 0.64 266,456 100 1038 177.532 66066 290 030 54,319 1.00 1.04 15035 35254 290 083 257,592 1.00 1036 160647 60,046 296 030 54,539 1.00 1.04 18.376 36163 295 082 258.479 100 10.38 103.751 84,917 300 029 54.757 1.00 104 18.400 35009 300 oar 269.749 1.00 1038 165,876 82,873 Mod. FAA Minor StonOe Vol.,.. (cubic (1.I • 37,176 Mod FM Maier Storeq VM.55.45005 R.1 . Mod. FAA Minor Storage Volume (.o,.41.) 0.6533 Mod. FAA Major Storage Volum. t.cr►1t) e UOFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 2.03, Released February 2008 141627 32,460 UDO.I.nlion Basin Al _MARC* AS. Modified FAA 3/1112000.4.45PM • • DETENTION VOLUME BY THE MODIFIED FAA METHOD (See USDCM Volume 2 Storage Chapter for description of method) Project: Mead Town Center Basin ID: Developed Basin Al Volume (Cub 300,000 250,000 200.000 150,000 100,000 50.000 Inflow and Outflow Volumes vs. Rainfall Duration • • • 0 50 100 150 200 Duration (Minutes) - Minor Storm Outflow Volume 250 300 000000000 e -- — 000000000000000000000000000u 000000000 — el— Minor Storm Inflow Volume t Major Storm Inflow Volume • 0 Minor Storm Storage Volume + Major Storm Outflow Volume • Major Storm Storage Volume 350 UDF CD DETENTION VOLUME E_IIMATING WORKBOOK Version 2.03. Released February 2008 uO-0etenlron_bavrr Al-MNN9 09. bloorfiea l AA 3/,!12006.145 PM DETENTION VOLUME BY THE MODIFIED FAA METHOD (See USDCM Volume 2 Storage Chapter for description of method) Project: Mead Town Center Basin ID: Developed Basin A2 (For catchments less than 160 acres only. For larger catchments, use hydrograph routing method) (NOIL. for catchments Larger than 90 acres, CUMP hydrograph and routing are recommended) DNsnnlnallon of MINOR Delerldon Volume Using Modified FAA Method Oet6rMnallon of MAJOR Detention Volume Using Modified FAA Method Deal9n klfcrmati0n (Input) CalCMMIY Drrnag. Impdwroua.es. Cordwood Drainage Arm rs.d..slq.,,,.rl NRCS Sod I.• A. Group Type • Control 7. TC • 9 • Pt. I • Cra Ptl(Ce.7ry'Ca Ct • Cs • Cr. parted acres A. B. C. or D p. (2, 5. 10. haul.. 26 60. or 1170) DeSIOn Information (km At I,a A • Type • T • Tc • P • Cr • C. - Ca. 6200 percent err. A B. C. er 0 (2.6. 10.24 60, or 100) 6200 Catchment Drainage lmpdvouan.fa Calcined Dranaq. Arse Pre0evdopmenl NRCS Sol Group Roue Period Ion D.t.nlnn Conkd Tone of Cencentralon of watershed Mlowad. UM RNeao. Rat. Ono -hour Prec:Platron Design Rainfall IDF Form Ws i . C,• P,/(C,.T,)•C, Confined One Coeir 'dt Two Coeihaert Tlree '11-000 _.. 11680 0 B Return Pend for [retention Time of Coccertralron or watershed Allowable Dot Release Rale One hour Preaplaton Design Rein} all 1Of Formula Coenir:e.t One Coerhuent Two Coe6red Thee .. . 10' .. '::.110Ayaer. " 1$ • , 19 m9MMs lochs! :.' 0,03 fume incites . :1.61 ' -:'=.2.8 : 1-. 2650 - 7050 . . 10 • 10 -: 0.790 0709 Determination of Average Outflow from the Basin (Calculated): Determination of Average Outflow from the Basin (Calculated). Runoff Cosffrd.nl Inflow Peak Mlvwa6k Part Co Runoff Op -in • Ou1tbw Rats Op -our a MOO. FAA mirror Stomp. Volume . Mod. FAA Minor Storage. Enid Ponta', Dumber, incremental Ina.ase Value'lere 065 ds cis cubic NO aura fan S:.tnutee) Runoff Conf6danl C = Inflow Peak Runoff 00 -In - Allowable Peak Outflow Rot. Op out . Mod. FAA Mayor, 51v.g. Volume - Mod. FAA Mayor Stomas %/ohms). 0.72 da do cubic test aara 26 40 41.52 0 39 348 61,307 11,044 1.491 1.431 15 .- : sq 5 Rdrfrl DV41IO0 minces tnpufl Randall Intensity inch. I I. (oulpul) Inflow Volume ob. fee foulard). A4uslmeN Factor 10454/I Average outflow de (output) gouges Voknle ab0 144 (Otaut) Storage Volume cubic NY 10494) Ra6fa6 ourelkm wino.. 071141 Rau4ae 11Wrw67 Mawr IT (960611 Willow 5Wame obit test tno*mt) Adustnwrt Fodor (outptl Aownge Outflow ds (mfla4) Outflow Volume caw leer (output) Sloraga Volume otw feet fouled - p 0.00 0 0.00 000 0 D 0 0.00 0 0.00 080 0 0 15 362 24,556 0.07 036 344 24,221 15 6.87 44,111 0.97 337 3,034 41,077 0' 5-' MMIII®" 0.39 EICIIIIIIMIEMI 0' ®'' UINCUM 54.623 45 1.84 34560 1.00 039 1,006 38,496 4a 3.15 71,038 1.00 348 9,396 61542 80 101 43,800 1.00 030 1.420 42,186 SO 2.60 74306 1.80 348 12,520 65.776 75 1.31 46,767 1.00 Q30 1,776 44,093 75 2.23 83660 I.00 344 15,680 64320 go 1.71 40367 1,00 030 2.130 47,237 40 1.97 awe 1 e 3.41 14792 44,865 106 1.09 51,561 1.00 0.39 2.486 41537 106 1.76 02624 1.00 3.44 21,924 70,700 120 091 53,515 1.00 039 2.640 50,075 120 1.60 96,066 1.00 3,46 25,069 71,040 135 000 56234 1.00 0.39 3,196 62,040 136 1.47 94184 1.80 3,48 25,166 70,996 150 064 54786 1.00 0.39 3,650 53.235 150 1.30 101,000 1.00 3.48 31,320 74840 185 075 50.200 1.00 0.39 3,906 64,296 186 1.26 104.606 1 O 341 34,452 70,057 160 073 50.502 1.00 039 4250 55,242 180 1.16 104047 1.00 345 37,584 60,203 196 0.69 60,700 1.00 0.39 4.514 66,096 195 1.12 106,015 1.00 358 40718 64200 61.636 ®" 11ZERE .Ill MEC= iEINI ®" : =MIMINEMIll 02523 mummum 5,374 QIIIIIEMMEIMMIIIIIIIICIIIIIIIIIECIIIIIIIIIIM = � �� .gym 54.674T 63176 ®' ®" 5.579 ®' 0��'.'' I'-=®' �� 270 054 65,121 I.OD 0.30 6.389 69.339 270 0.57 114007 1.00 64378 41,851 216 052 56.561 1.0D 039 4744 65,417 266 ant 110,359 1.00 54566 44061 Q 050 61,305 0 w�''' 041 121,022 IMENIIIIIIIIECNIIIMIMIIIIII=MI 100 3.48 54772 64661 315 0 e 04176 1.00 039 7,454 8121 315 0.71 122,423 330 0.46 66024 1.00 030 7509 MIME 330 075 123,767 100 34e 64904 54,063 ©MIKE= 0.30 4164 MEM 0=3Z= 125,060 o e 53023 0'' '®' 0.31 4519 MEM IIIIII=IIIINCEM 120.3(4 oMEMMIMMIIIIIESIEM ®III MIMINICIENE 4974 INZEIall ME=®" 127,506 !anem 390 0.41 71.053 1.00 0229 52,424 - 390 066 128.087 1.00 346 81.432 47,238 405 0.30 72275 1,00 11 4584 62664 405 0.84 120,790 1.00 3.48 60.584 46,220 420 0.38 72896 1.00 4930 62.646 420 052 130,879 1.00 344 97,916 43103 037 ® MIIL=IIIIICEEM =2:11•1111113311111 131,935 =OCINIMEMIIM=IMMIalall 0®' 0®'MIEBIl ®' 0_39 10,840 63,396 MIEEMIME112. 132,061 IIMIEMME=M2=11111111=MI 030 11,004 83,596 0mum®" 34006 Q', ''MEMIIMEICaM 03.781 Q=== 134,026 34,704 Q �� =2".2=055 134874 �� MEM 1110:11EIME=MSZEM=E=ME:= 12.060 =moo mom 0.54 IIKEEMII®" 525 0.32 74480 1.00 0.30 10424 00256 525 0.62 137,994 1.00 3.48 100,620 24074 640 0.32 77,159 1.00 0.30 12779 60,390 540 0.51 134572 1,00 3.46 112.762 25,820 555 031 77,646 1.00 0.39 13,134 64513 065 0.50 134429 1.00 3.41 110,884 23,646 570 0.30 74113 1.80 0.39 13.466 64,625 570 0.40 140268 150 3.48 519,018 21,252 585 0 30 64141,1216 1 00 3 48 122,146 40 600 629 1.00WHIIIIERI 5457 a 0.47 141560 1.00 348 126260 166910 615 0 20 79.466 ®' e4.916 6630 046 1143447 WM 348 412 900 0.25 79,554 1.00 54,9751 046 3.45 1311,,544 045 025 10.304 1.00 0.30 65.841 645 045 144242 3.45 134570 4520 660 027 60.717 1.00 0.39 66,080 660 0.44 144.943 " 3.46 137,605 7.136 WIZ=�IE=ME =I IMIE',17 55.149 676 IMCIIIIIM L'SIIIIIIIE'�' 4.730 680 0.26 81.519 1.00 0.39 16.326 04191 690 146,384 1.00 348 144.672 2.312 706 026 77 .910 1.09 0.39 155 61 66,227 705 • 147,065 1.00 348 147204 .119 120 026 82,293 1.80 0.30 17,038 66,255 720 041 147,774 1.00 348 160,330 -3,562 736 0.26 82570 1.80 0.39 17,393 65,277 735 040 144451 1.00 3.46 16,460 .6,517 750 0.24 03041 100 0.30 17,748 65,203 750 040 144117 1.00 348 168,600 •7,483 765 0.24 53.406 1.80 0.39 14103 65,303 766 039 149.772 1.00 348 156,732 -4560 700 0.24 53,766 1.00 0.39 14458 66,307 700 036 160416 1.03 345 152,654 •12.440 0 '®MICEMMI MEM•• 64305 0=.:E= 151.060 1.00 =OEM 166,926 -14,946 .�i' `'5®" �i' 'n'' MIZIMIMIEEMII �� NIII3IIMIZEN .17.453 -10070 0®®''' 0® T i' ®" •M� �ea�dYi 66,255 152910 1.10 MUM 175.382 -22,496 865 0.22 65,479 1.00 0.39 20333 65,246 555 0.39 153.493 1.00 341 170.524 -25,031 570 022 04906 I.00 0.30 208as e6,216 870 035 164,081 190 3.48 151.656 -27.676 666 0.22 95.122 1.80 0.30 20.943 66,186 800 0.36 164.061 1.00 345 144.766 •30.127 900 621 64447 100 0.39 21206 66,160 BOO 094 164234 100 345 187.920 f 32.684 Mod. FAA Minor Mom* Volvos (table 14) • 64307 ModFAA Major Stomp. Volume (bible R.) • Mod FAA Miner Blerag. V.bmle (aerM.) • 1.4492 Med. FAA M.)or storage Volume (eeMt.) . UDFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 2.03, Released February 2008 71,040 1.4304 UDDelenlbn_Ba.ln A2JA 900.51 , Mo6b4d FM 3/1&2005, 738 AM • • • DETENTION VOLUME BY THE MODIFIED FAA METHOD (See USDCM Volume 2 Storage Chapter for description of method) Project: Mead Town Center Basin ID: Developed Basin A2 UDFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 2.03, Released February 2008 UPDtlenhon Basin A2_MAR09.as Modifad FM 1,16/2009. 7'39 AM DETENTION VOLUME BY THE MODIFIED FAA METHOD (See USDCM Volume 2 Storage Chapter for description of method) Project: Mead Town Center Basin ID: Developed Basin A3 (For catchments less than 100 acres only. For larger catchments, use hydrograph routing method) (NOTE for catchments larger than 911 acres, CUHP hydrograph and routing are recommended) Determination of MINOR Detention Volume Using Modified FAA Method Determination of MAJOR Detention Volume Using Modified FAA Method Design information (Input): I•. A • Type a T • Tc = q' P, _ C, • Ca' Cs • percent g, 50, or 100) Design InformatiOnllnpyll: I. • A • Group Type • Control Ti• Tc' 5' P, - i - C,• P,1(C,•T,)'c, C, a Cs • Ca' 62.00 perary acres A. 8, C. W n years (2. 5 10 25. 50. W 100) mini!.. dvane ,rwMs Catchrnant Drainage Impervlouaresa Catchment Drainage Area Predevdopmenl NRCS Solt Group Return Period for Detenl ,on Corarol Tine d Concentration of Watershed Allowable Unit Release Rale Ono -hour Precigtalron Design Rdnfdl lDF Formula I • C,• P.i(C,•T•I`C, Caeffidr4 Ore CeMficiaiw Two Coef7c wd Thee .."6200 ' Calch ert Drainage Impennpusnosa Calchrw4 Dra,nage Area Pred0vdopmery NRCS Sod Return Period tor Delertgn Time of ConenlralOn of Woodshed Allowable Unt Release Rate One.nour Preoplalgn D..lgn Rdrdell lDF consul* Coefrloert Ore Co.41 ant Two CoM¢ent Thee _ ' 14.700 - . noes A. B, C. r O yearn (2, 6 10. mfldM ddare oohs 14.700 . "'. B .. ....10. . � o 100 18 ' 15 000 0.30 1.01 2.81 20.50 .. 2450 10:'.. 10 0.780 . • .. 0 789 Determination of Average Outflow from LM (Gkuh50dl: 006 da da cuOk loot aaf8 .,-r 5.-unul�; Deterrrination. of Average Outflow from the Basin (Calculated}, Runoff Coefficient Ingo. Paek Albaadh Peak Runoff Outflow Rale Mod. e- Enter Oainial C• Opin. Opge a FM Minor Storage Volume • Mod. FAA Miner Merge. xra,: n !ncreme rlof rerease `falue Runoff Cuff erg C' Irdlow Peak Runoff Op m' Allowable Peak Outflow Rale Opaul - Mod. TM Motor storage Volume - Not FAA Major Storage Volum.l - 0.72 de da cubic 7.01 erae41 34.68 52.11 050 4.41 62.755 04026 1600 2.007 15 'ere :- 5 5 Rainfall Duratton nvMee (mrv1l Rainfall Intermty mods / h 0110141 Inflow Volvos cubic hat (output) Adjustment Fedor (output) Average 0010ow d4 loulpd) Oul0ow Volume uA,c led (wAyut) Storage Volume Mac Net ludpl) Rainfall Duration modes (input) Roofall Irtensay Inches I h (output) Inflow Volume ru b< lee( (oulpul1 Adluamer/ Factor 14996.61 Aarpe Outflow da Outflow Volume 0004 feet (outgun Storage Volume alt. feat (WOW) 0 o.OD o 0.00 000 0 0 0 a00 0 000 0006] 15 3.02 31.120 100 0.50 450 30479 15 667 55,899 1.00 1.41 3,659 61.930 30 260 42,005 1.00 050 900 42.009 30 4.05 77,158 1.00 4.41 7.935 69,220 45 1.94 54132 1.00 060 1.349 48,753 46 315 94023 1.00 4.41 11,907 76115 00 1.51 66261 1. 6,3 Q60 1,799 53,402 00 2.00 09,233 1.00 441 15,875 53,357 75 1.36 64205 1.00 0.50 2.240 57.010 76 2.23 100,423 1.00 441 19,545 96,570 90 1.21 62,580 t O0 0.60 2599 59,551 00 1.07 112.339 1.0D 4.41 23,814 54525 106 1.09 66366 1.00 060 3.149 62217 105 1.76 117,378 1.00 4.41 27,763 59,596 120 0.00 07,015 1.00 050 3,600 01,216 120 1.00 121,777 1.00 441 31,752 90,025 135 0.90 64996 1.00 Q50 4,045 04647 135 1.47 125.060 1.00 461 34721 59.909 160 a64 71,060 1.00 060 4,460 07.462 150 1.36 124219 1.00 4.41 39.660 09,620 166 0.76 73,753 1.00 050 4,016 64606 105 1.20 132.435 1.00 441 43,660 64779 180 Q73 76400 1.00 050 5,360 70,006 100 1.16 136,401 1.127 441 47.925 57,773 195 069 75.633 1.00 0.60 4648 71,086 106 1.12 134149 1.00 4.41 61,507 60.662 210 065 74351 1.00 060 6.297 72654 210 1.00 140,713 1.00 4.41 54550 W147 225 062 74701 1.00 0.50 4747 72663 226 1.00 143,119 1.) 441 64535 63.584 240 060 60,903 1.00 Q50 7.107 73.706 240 OW 145.366 1.00 441 03,504 81.502 256 356 52156 0.00 050 7.617 74.511 266 691 147.532 1.00 441 47,473 80,060 270 064 03,293 1.00 050 0097 75,196 270 607 146.560 1.00 441 71,442 74107 205 052 64.374 1,00 1150 4547 74627 205 0.84 151,510 1.00 441 75,411 70,809 30D 0.60 56400 1.00 050 6695 75.410 300 0.81 153,364 1.00 441 74380 73,904 315 048 04395 5.00 0.50 0,440 74049 1 315 0.70 156.139 1.00 441 63,340 71,790 330 040 67.343 1.00 1160 %ago 77,447 330 0.75 106.842 t.00 441 57,315 04524 345 0.46 54265 1.00 050 10310 77610 346 072 154460 1.00 441 91,237 57,103 300 0.43 54134 1.00 0.50 10.700 74330 300 0.70 100.060 1 C 441 06,250 04,602 376 042 50.802 1.00 050 11,245 74730 375 0.68 161.661 1.00 441 99.225 52356 300 041 94005 1.00 000 11,596 79,100 390 0.08 103,062 1.00 441 109.104 M.865 406 0.30 91.694 1.00 0.50 12.146 79,449 408 ass 101.476 1 O 4.41 107.163 57,313 420 0 36 92362 5.00 050 12,595 74757 420 0.12 106665 1.00 4.41 511.132 54,723 436 0.37 93106 100 050 13,046 60083 436 0.01 107,1M 1.00 4.41 114101 50,000 460 0.36 03.032 1.00 0.60 13.496 W337 450 0.60 184403 1.05 4.45 110,070 40,423 455 0.36 04,535 1.00 0.60 13.944 60.091 405 0.67 104757 1.0D 441 1230(53 40,716 480 035 06120 1.00 0.60 14,394 80,626 400 066 174007 1.00 4.41 127,006 43,070 496 0.34 94067 1.00 050 14,044 91,043 405 0.55 172.155 1.00 4.41 130,977 41,205 510 ass 60,536 1.00 060 15.294 01144 510 0.54 173.352 1.00 4.41 134,906 36406 526 a32 97,172 1.00 0.60 16744 51.429 525 O62 174,492 1.00 4.41 136916 35,577 540 032 97.761 1.00 0.50 16,104 51,690 540 051 174604 1,00 4.41 142,864 32,720 666 0.31 04300 1.00 050 10,613 81,753 555 0.50 170.081 1.00 4.41 144863 29,526 570 030 04506 1.00 060 17.003 51.565 670 049 177,753 1.00 44T 150,522 25,931 596 020 00.507 1.03 050 17,643 62024 556 040 174702 1.00 4,41 164,791 24,001 800 0.26 104133 1.00 060 17,093 82.141 600 047 179.800 1.08 4.41 154700 21,046 015 029 100,900 1.00 050 14443 52,248 815 0.46 150,506 1.00 4.41 102729 16.0'7 530 0.25 101232 1.03 060 18,002 62.338 830 045 181.702 1.00 441 104090 15064 646 020 101,786 1.00 050 14342 62,423 645 045 162.730 1.00 4.41 170067 12,072 560 027 1@,200 1.00 050 14702 82,496 860 044 183,179 1.00 4.41 174.635 9,042 575 027 102,001 1.00 0.50 20.242 52,650 575 0.43 154,650 1.00 441 174006 4094 690 016 103,305 1.00 060 20,562 62,613 590 042 106.604 100 4.41 162,574 2.930 706 020 103,700 1.02 0.60 21,142 62,658 705 042 150,302 1.00 441 184543 •151 720 0.25 101,205 1.00 0.50 21,551 02,694 720 041 157155 1.00 441 154512 -3147 735 025 104.763 100 060 22,041 02,722 735 0.40 164123 1.00 441 194,451 .4,356 750 024 106,233 1.00 050 22451 02742 750 040 186,987 1.00 441 194450 -4447 705 0.24 105,606 1.00 0.53 22,041 02,764 765 039 100,797 1.00 441 202,410 -12,622 760 5.24 104160 1.00 050 23.391 02750 780 0.3E 190,113 1.00 441 204380 -14775 796 0.23 104507 100 050 23,140 62.757 _ 795 036 191,417 160 441 210,357 -14060 51D 023 107,030 1.00 050 24,290 02,746 510 0.37 192,206 100 4.41 214.326 -22,111 025 0.23 107.472 100 060 24,740 02.732 025 0.37 102,906 1.00 441 215,265 -24307 640 022 107,900 1.00 0.50 25,103 02,710 640 0.36 154755 1.00 441 711164 -24605 055 022 104321 1.00 050 25640 52601 866 0.36 194.512 1.00 441 226,233 -31,721 070 0.22 104730 1.00 050 26,000 62,147 570 0.36 166258 1.03 411 230109 -34,944 006 022 104140 1.00 050 28,539 02.097 085 0.35 164993 1.00 441 234,171 -35.175 909 0.21 100.550 1.00 050 20,960 02,551 _ 000 034 194719 1.00 4.41 234140 ♦1,421 Isd FM Weer 61raa V06a„e (etMle 11,) a 02750 Mod FAA Mater Sterna Volume (cubic K) • Med. FAA Minor atoms Velma More4L) r 1.5000 Mod FAA Major Strag• Vol... laerrM.) UDFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 2.03, Released February 2008 00.025 20067 UD•OYr4ioe_BWn A3_MAROD.ida. Modified FM 3/182009, 741 AM DETENTION VOLUME BY THE MODIFIED FAA METHOD (See USDCM Volume 2 Storage Chapter for description of method) • • Project: Mead Town Center Basin ID: Developed Basin A3 I- ume (Cubic Fe > 300,000 250,000 200,000 150,000 100,000 50,000 Inflow and Outflow Volumes vs. Rainfall Duration 100 200 300 400 500 800 Duration (Minutes) 700 800 0 •N•••••. OOO 000000D0000000DO000o0oO000a00000g000000 •• - - - . . . • 900 1000 --Minor Storm Inflow Volume -F Mal CI Storm Inflow Volume -el-Minor Storm Outflow Volume 0 Neer Storm Storage Volume Major Storm Outflow Volume • Major Storm Storage Volume UDFCD DETENTION VOLUME ESI MATING WORKBOOK Version 2.03, Released February 2008 UD Oelenl &wn A3_MAROO As. Moddwd rAA 5162000.7 41 AM • • • DETENTION VOLUME BY THE MODIFIED FAA METHOD (See USDCM Volume 2 Storage Chapter for description of method) Project: Mead Town Center Basin ID: Developed Basin A7 (For catchments less than ISO acres only. For larger catchments, use hydrograph routing method) NOTE: for catchments larger than 90 acres, CUHP hydrogreph and routing are recommended) Determination of MINOR Detention Volume Using Modified FAA Method Determination of MAJOR Delentlon Volume Using Modified FAA Method Design information linuull: I.' A= Type= T - To- e' P. • C, - C, - Ca= percent acres A. B, C. or D years 12, 5, 10, 25. 50,6100) Design Information (Input: I.- A= Type= Tel To v= Pi= C, • Co. Ca= 02.30 percent acres I years (2, 5, 10, 25, 50, or 100) Calcrne180.ange lmpewanes. Caklnml Damage Area Redevelopment MRCS Soil Group Rehr Period kt Detention Control Time el CwmnNdon of Watershed Allowable Ure Release Rae 00FMO P'elptYon Design Rainfall IDF Formula I- c,• PJ(CeeTJ'C Coefficient One Coefficient Two Coeac'ienl Tlet 6203 Catchment CelcMM, Redwelopne, Return Period Time of Cwuntrellon Moveable Ural Omlwur Flenglam Design Related Coefficient C.oBI.ent CoMolen Three Drainage lml mr V . 19 700 Drarma Mea MRCS Set Group lo- DNenlen Control of walsMed Release Rate OF Permute I. Co• P.MC,OTJ°C, One Two 19700 '.B B 10 103 21 mlrulm dLme notes 21 mint 00 0.30IdLme 161 2.81 J,nnee 28.50 28.550 10 10 0.75 0.789 Determination f Ave k Ba In al u1 Determination of Average Outflow from iM Basin (Calculatedl: Runoff Coefficient Inflow Reek 85906014 Peak Runoff Oulllow Rale Mod <._nt aRa.nlw: FAA Minor Storage Mod. FM Minor - - emenlul, alMcw C= Op -in • Opoul ' Volume • Storage • tried,. Value 065 de era cubic feet ee-ft or5fert tl Runoff Coefficient C. Inflow Pea. Runoff Open- Mloymble Peak Outflow Rale OpOut• Mod FAA Mala Stomp. Volume - Mod. FM Major Storage Volume). 072 de CIS cubic feet ecM0 39.12 7024 0.87 5.91 110,909 120.048 2.546 2.770 16' ep Bardall Malign minds pit RaiSes Intently Icon sir (aulpol Vdume vv8k lent Ioulpu0 Mlualnert Fxl6 Iuulw0 Average Oulfw, de lootwg Oboes Volume cubic feet Iculwll $16ap were cubic feel Ioulpu0 RaiSel pvaon moult Ilmull Rainfall Intensity inches/hi (output l (Mow Volume ante feel I6npil M1aso,ml Faclw Jam Average Mibw Outlaw Vdums cubic lees Imrpul) Slope Volume DAic feel (ouipol era Iculpun 0.00 0 0.90 000 0 0 0 0.00 0 Sao 099 0 0 as 41717 0m jjjjjjjjj n 41.201 aaa CI 86 5 0 4.59 70.35] anal 1 W 007 �a ®fi ajjjjjjjjj 45 40 = ®gym®�0 290 10,403 m s 91 10.538 raga MX= a I00 eo 10] 75 138 79,424 1 W 907 IIIIIMIII®, a 2.23 .. ®.. 20,55 ®ir a® 5,839 m 007 a 8/0,222 90 197 150,549 146 591 31,814 118,635 amampm 83.379 ter 170 157,330 LBJ 5.91 3],233 120,709 a�m�,e,�ama� MEMO 63813 9,437 aaIIIIIIIM®®a 8,090 020 ma ? 00 591 4$52 1 20,848 15,442 10 511 47,071 1X1,571 ��,�}T�j 6,0$0 90,408 150 e.. 173,171 130 591 5,190 �ry�a,�5�o �*4 0.031 02,208 15 ®.®" arllMa 110, 9]0 ®® t 1.00 00 30,510 a 110MEEZIII_ 103 aafl 8 ajjjjjjjjj 10,101 002 Ma 95204 ®n. 1.13 10] 210 0.65 18.015 10 061 8,439 0,575 210 La 108,575 1.00 5.1 74,48 114,104 225 0.82 106,810 0.00 067 9,042 97,708 225 1 CO 191,799 1A] 5. 1 79705 112,014 $40 059 108,502 100 087 9.845 98,057 240 095 191,837 100 s 1 05104 109,733 255 05 110,103 100 087 10,248 99,855 255 001 191713 too 5. 1 90,423 107.2 0 270 111,524 tOJ 0.67 10.851 100. 270 087 200443 100 5.1 6.742 10.701 25 113,072 1.00 067 11,451 101,619 25 004 2111,044 10 5 1 10i a1 101983 0m 114_450 ma0 102,400 as 28,529 1 W nail18,380 nn 001111612:311 115781 10 10 a�' 314 a ma- a." a,208 a 1],262 103,790 330 1.1133111100 00 ®i . 93,173 Qma 100 a 13,0'5 1w,M9 345 011 a 103 a® 90,048 INECIM X3110j0a 10,664 a 070 a 1 W 561 121658 68 844 ® a� 18 a®i r®. ® r®.. ®i 18 561 133,975 18 087 '®' ®" r®.. a®" �a 80,218 0" as 100 ow jjjjjjjy�. 16,472 48 a 220,420 9 MILEall 78.807 IlranrarHaaICZIIMIIELEMIMIIIIIIIZEIIII16,894 420 as 10] 581 148,62 MOMS 124,71] ma0 10126 aENICLIIIII®', IIIMMIIIIIIICal 151$51 89,811 Qm 125.747 ter a 107.00.1 0' 4 22 498 ®um 159,570 5,234 45 o.38 128.830 18 0.97 19.57 1086330 465 84. 168 02.930 ago ab 12186 16 097 10,843 108,316108,316440 220,146 170,26 58938 ass 934 128,5@ 130 987 19,fi93 16,60 a6 n5.s7 5,274 0 129,373 222.218 5 470 525 os 130,224 1.03 OREM108.870 109,125525 95$ zn,61J ter 41678 540 032 131.004 ter 097 109,352 540 051 235,333 ter 591 03,049 555 0.31 11185 1.00 067 109,50 58 050 236.789 16 591 39,60 470 030 132,657 16 0m 10750 50 040 238,213 100 591 r - -36,091 585 - 030 133,433 130 05 r 109.623 40-r';2]5,06 16 491 32,185 800 m 134,192 10 a 24,113 110,0]9 a�am 20x09 a Nma0a am 242,304 0� 218,079 ®i a 38 135.50 10 �� 110,340 am 243813 fl'l jjjj m,396 60.5 2a 1Ja.070 1 W 24.921 Haase 645 895 00 591 226,717 18,170 660 3] 1]],0]9 130 26,524 110,55 50 240,154 240.154 03 ter 591 235,IXY 13,118 675 3] 13].]0] 1.6 $],12] 110712 55 247 ter 591 239,355 8,033 890 1]9,105 05 2], TA 110,]1$ 830 249,791 ter 591 240,54 3.927 TS 4 20 139.16 1.0 1.W 0.5 28.333 110,773 ]6 790,911 ter 5.91 $48.84] -202 720 025 130,]5] 1.00 0.07 24935 110,821 720 041 2549 25,61 103 591 25,311 A,351 7]5 025 140.397 I 1.00 0.5 2950 110,859 735 040 352,111 ter 591 $6081 -0520 as 141.0$7 =IIM=I;r � 110, Ma 750 m�m 591 25.95 -12]09 On 141 618 18 jjjjjjj n 110,60' Qaam 591 271289 a a 024 nia0ijjjjjj n 110,909 750 a a�ta 5755580 -25,180 la=023 a 110,906 735 aaaiip -25,x2 023 06 007 32X2 11080 aanma 287.28 281220 -20.841 _ OP 1.6 007 33,158 110.872 825 aaa®a 33,915 840 0.22 4 146.96 if0 05 33,758 110 .61z 640 -99,X5 855 022 as 145,1 16 jjjjjjj n 11004 Oman �mla a a 022 146.722 ma ,10758 amen a ©. 61tl 022 021 148.270 145.812 16 130 .1 nn 0 6 b.169 110!6 dS mamaaa 110642 66 034 261,030 ter 591 ]19,140 55.510 Mod FAA Minor Storage Vdrme (cubic It) ' 110,908 Mod, FAA Major Storage Volume lcuble Mod. FAA Minor Storage Volume lacre-fLI • 2.5451 Me FAA Major ltsosgevoloen. sole -ft.) - UOFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 2.03. Released Fehmary 2008 120.649 2.7697 UOOHmhm Basin Al 8NR099e, ModifiedFAA 3162.7:42 AM • • • DETENTION VOLUME BY THE MODIFIED FAA METHOD ISee USDCM Volume 2 Storage Chapter for description of method) Project: Mead Town Center Basin ID: Developed Basin AT UCFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 2.03, Released February 200B uPDetenlgn_Basr+ A7_MAR09. As, Mod,I, d FAA 3/it1/20O9, 7:a7 4M • • • DETENTION VOLUME BY THE MODIFIED FAA METHOD (See USOCM Volume 2 Storage Chapter for description of method) Project: Mead Town Center Basin ID: Developed Basin B1 (For catchments less than 160 acres only. For larger catchments. use hydro.graph routing method) (NOTE: for catchments larger than 90 acres, CUHP hydrograph and routing are recommended) Determination of MINOR Detention Volume Using Modified FAA Method Determination of MAJOR Detention Volume Using Modified FAA Method Design Information (Input): Is.. A • Type • T . To • 4 • P, • C, • Ca= Ca. prone acne A & G r D yaws (2, 5,10 25, 50, cc 100) miner draer. =has Design Information anoint I. • A • Type • T .1 Tc • q • P, • C, • Cs • C, • 8200 paced acme A B. C. w D 12, 5. 10, 25, 50. or 1001 minutes d0ace inches Caklate t Oren°. Imperviouenese CalclanNe Drienege Ana Prederdopow1 MRCS Sal Group Return Period for DeleMUn Cored Time of ConreMr.tee of Walrshed Allowable UM Release Rale One -hour Praepilrbn D.e.lgn Rainfall IDF Formula I • C,' P,1(C,•T,)"Cs CaaffceN One Coefficient Iwo Coeff,eoni Thee 62:00. CMctmra Drainage lmp.'do a ee. Catchment tlrainape Area Predn+dopnee MRCS Soo Group Return Period for Detention Control Tama of Corcerbation of Walers1ed Allowable unit Release Rate One -ham Per4ptanon Design Rdnl.Il 1DF Form We I. C; P,4C,,T,)•C, Coefficient One Coefbmere Two Coefficient roan. : 19200 ' 19200 B••• • a ..:10 . . . 100 • Jyear' j: 22 000 0.30 161 . 2.51 2660 ' 26.60 ' .10.. 10 0786 . 0789 Determination of AveraOe Outflow from the Basin ICakWat9(dg Determination of Average Outflow from the Basin (Calculated$ Runoff Coefficient Inflow Peak Allowable Peak C. Runoff Op -in • Outflow Rale op.*. Mod. FAA Minor Stomp. Volum. • Mod FAA Mined Sings • cntarea,nl0'Dual 1pn'wrefew,1d I, rare Value ash ds de seek fin aoa.h :or 5-uanotes) Runoff Coefficient C• inflow P.M. Ruron min• ailowabl. Peek Oulfbw Rale Opel • Mod. FAA Major Storey. VWlr,e. Mod. FAA Major etorp• Volume) • 072 de d. cubic, fool .M•41 37.16 66.77 0.66 5,76 106,004 117,514 2.481 Lae .._ 15 ••••• wrel..g 5 Rainfall Daimon minutes i r,..II Ranted! 'namely Inches / h (output) Inflow Volume 0,bc feel (oulpll 04esened Facbe (output) Peerage Outflow W Nuevl 0.110w Volume cubic Wel feu1w1) Storage Volume a4bic feel (00041 Ra,rfal Drelon minutes (Inpt) Ran/ ail Intensity inches l Iv (output) Inflow Volume cubic feel (oulpul) Adfuern.N Factor (output) Avrape Q4Mow Chi flatpw)_ Outflow Volume cubic feet (oulw1) Storage. Volume swine PM fanp4l_ 0 0 000 0 0.00 0.00 0 0 0 000 0 0.00 0.00 0 15 352 44858 084 0.66 404 40,185 15 5.67 73,011 064 480 4,350 64051 30 2.50 60.122 1.90 0.65 1.175 54.947 30 4.06 104771 1.00 670 14366 94410 45 1.04 45,475 1.00 0.66 1.763 03,717 46 115 117,561 1.00 676 15.562 1!2629 00 1.61 72,178 1.03 0.96 2,360 00,629 s0 2.60 124610 1.00 078 24730 104674 75 1.38 77405 1.00 0.06 2.935 74.470 75 2.23 134002 1.00 6.78 24020 113,082 00 1.21 61,711 1.00 045 3,525 78,108 00 1.97 144720 1.00 676 31,104 115,624 106 105 85,378 1,00 0.63 4.113 01.263 106 1/6 163,300 1.00 578 36.290 117,021 120 009 00.575 too oes 4,700 63.676 120 1.50 154056 1.00 578 41,472 117.654 176 1100 51,422 1.00 006 6,206 68,134 035 1,47 154,107 1.00 675 44866 147.611 150 0.64 90,909 1.00 0.65 6875 50.176 160 1.36 164770 1.00 570 51,660 110.930 100 076 50,330 1.00 065 4463 04068 195 1.28 172,081 1.00 6.76 57,024 115,057 100 073 94468 1.00 0.66 7,060 01.435 100 1.15 174860 1.00 675 62.208 114,542 106 060 104464 100 065 7,030 02,646 196 1.12 164430 9.00 675 67,392 113,047 210 065 102,348 1,00 0.06 6225 04,124 210 1.06 183.700 1.00 5.70 72,576 111212 225 062 104,099 1,00 066 4813 94288 226 1.00 154931 3.00 578 77,760 100,171 240 059 104748 1.0) Des 4400 04348 240 0.95 144592 1.00 570 02.944 104946 255 056 107„300 1.00 065 4988 97,321 265 0.91 194606 1.00 575 54126 104,667 270 04 104711 1.00 0.65 14676 84216 270 0.67 196,156 1.00 676 01,312 102.04 I 266 0.52 110,203 1.00 0.65 11.103 90.040 206 ass 197.891 1.00 578 64406 90.306 300 060 111,51 1,00 045 11,750 94001 300 061 200,312 1.00 5.76 10,060 06,632 316 048 112,842 1.00 000 12,335 16.504 315 0.78 202,531 100 576 104004 94767 330 0.46 114,001 1.00 0.85 12906 101.156 330 0.75 204.655 100 576 114,018 90,807 346 1145 115,272 1.00 000 13,513 101.756 346 072 200.005 1.00 5.76 119,232 57,763 300 043 114430 1.00 046 76100 100.320 300 0.70 20405 1.00 575 124,410 64,660 375 0.42 117,527 1.00 006 14,666 102,630 375 0.63 211,044 1.00 678 129,600 61,444 390 041 114601 1.0) 0.05 14270 103.322 390 0.56 212,096 1.00 6.76 134,74 79,162 406 039 114633 1.00 066 15603 103.770 406 0.4 214.925 1.00 576 139,905 74,857 420 a39 120,637 9.00 065 16,451 14,166 420 0.62 216,627 1.00 679 146,152 71,475 435 037 121,610 1.00 0.65 17,038 14.572 435 081 214375 1.0 67e 160,336 60,039 450 036 122.656 1.00 006 17.626 14.930 460 0.69 220.073 1.00 575 15.520 04.553 465 0.35 123,475 1.00 0.65 16,213 105,262 405 057 221,724 1.00 676 164704 81,020 4 400 0.35 124,360 1.00 066 10601 106,676 480 0.60 223,330 1.00 578 105886 67.442 446 034 125,241 1.00 005 11300 105062 495 055 224,84 1.00 575 171,972 53,022 510 033 120,060 1.00 066 14076 140,114 ' 510 0.4 226.420 1.00 570 176.256 60.14 525 0.32 126,518 1.00 0.06 24563 104366 626 0.62 221,907 1.00 576 161,440 44487 540 032 127.727 1.00 006 21.161 106.677 540 059 224360 1.00 576 184824 42.738 546 031 126,516 1.00 086 21.736 104700 : 665 0.60 230.776 1.00 676 191.808 36079 570 030 129243 1.00 006 22.326 106,966 670 049 232,167 140 576 144092 34175 I 586 030 130,040 1.00 055 22.913 107,133 548 a.46 233.524 1.00 676 202,176 31,348 600 029 130,788 1.00 0.86 23.501 107286 ' 600 0.47 234.053 1.00 570 207.350 27.493 615 025 131,611 1.00 066 24,086 107,423 615 040 238,14 1.00 576 21$64 23,610 630 020 132221 1.00 0.65 24678 107,545 630 045 237,430 1.00 676 217,726 14702 646 029 132917 1.00 a06 26,263 107.054 045 045 230680 1.00 570 222,912 15780 860 027 133600 1.00 066 24661 107,749 600 044 230,908 1.00 576 716006 11,110 676 0.27 134,270 1.00 0.65 25436 107,532 675 043 241,108 1.00 578 211,280 7,89 680 026 134,926 1.00 065 27,026 107,502 690 0.42 242191 1.00 576 23444 3.87 705 a25 035675 1.00 0.65 27,613 107,961 706 0.42 243,461 1.00 575 243,040 -107 720 025 134200 1.00 096 26,201 106,009 720 041 244,501 140 5.71 24082 4.241 736 0.26 134534 1.00 055 20758 100045 736 0.40 245,712 1.00 579 24,016 -0304 750 024 137,447 1.00 0.65 29,379 106,071 750 0.40 246,614 1.00 670 259.200 -12,380 765 0.24 134061 1.00 0.65 2964 105057 705 0.30 247.608 1.00 676 24,34 -15,400 760 0.24 130645 1.0D 0.86 30661 10404 750 a36 244964 1.00 576 269,568 -20,904 756 0.23 139,229 1.00 0.86 31,139 105000 796 030 250.014 1.00 575 274.752 -24.735 610 013 135505 1,00 066 31,728 10 0070 810 037 251.48 1.0D 576 279,930 _ -246e6 825 023 144372 1.00 086 12, 1 3"� 108.068 526 017 262108 1,00 6.76 286,120 -33.054 600 0.22 140,900 1.00 065 32,901 10089 540 0.36 253,009 1.00 576 2944 3 -37235 856 072 141,451 1.00 05 33,400 107,092 _ 566 a38 24.067 1.00 575 296456 .41,431 070 0.22 142,023 1.00 066 34.078 107,47 870 036 255,031 1.00 578 304672 X6,641 556 022 142,568 143,066 1.00 ..1.00 005 34,54 107,8 4 5 55 0.36 256.501 1.00 076 304860 .49,686 900 021 065 35,251 107,534 900 034 255.930 1.00 670 311,040 -54 101 Mod. FAA Minor Storage Vol..,. (cubic It) • 100,064 Mod. FAA Malw5laage Vdurne (oo4M.IL) • 117,581 Mod. FAA Minor Storage Voltam. 44cwIL) • 2.0613 Mod FAA PMer Storage Vahan* (•tr41) • 2.0904 UDFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 2.03. Released February 2008 Li0.O MNion_Brin B1_WIR00.111s, Mbdiwd FM 34960004, 7:43 AM • • S DETENTION VOLUME BY THE MODIFIED FM METHOD (See USOCM Volume 2 Storage Chapter for description of method) Project: Mead Town Center Basin ID: Developed Basin B1 Volume (Cubic Feet) 350,000 300,000 250,000 200,000 150,000 100,000 50,000 0 Inflow and Outflow Volumes vs. Rainfall Duration 00no00 •• D000000 •e* • •' • 000000 •i• OOOo00 0 100 200 300 400 500 600 Duration (Minutes) 700 800 Do-000 00000 900 1000 —N— Minor Storm Inflow Volume -0—Major Storm Inflow Volume �-- Minor Storm Outflow Volume O Minor Storm Storage Volume me —Major Storm Outflow Volume • Major Storm Storage Volume UDFCD DETENTION VOLUME ESTIMATING WORKBOOK Version 2.03, Released February 2008 UD— ienlgn_Basn St A A00 a., MoedRd FAA 31182009, 70.1 AM LARGE MAPS AVAILABLE FOR VIEWING AT THE CLERK TO THE BOARD'S OFFICE, IN THE PUBLIC REVIEW FILE. Town of Mead P.O. Box 626 441 Third Street Mead, Colorado 80542-0626 (970) 535-4477 CERTIFIED MAIL # 7008 1830 0003 6837 8347 May 1, 2009 Weld County Board of Commissioners P.O. Box 758 Greeley, CO 80632 RE: Notice of Public Hearing - Equinox Rezoning PA's 1-6 PUD (a.k.a., Weingardt Annexation) Change in Land Use - Planning Commission - 7:00 P.M., Wednesday, May 20, 2009. Gentlemen: Please be advised that a public hearing before the Mead Planning Commission has been set to review and consider the Change in Land Use of a portion of the Southwest Y of Section 22, Township 3 North, Range 68 West of the 6'h PM, Weld County, Colorado. The property is owned by Mead Partners Operating Company, LLC, Robert Chansler and Equinox Mead LLC. The property consists of approximately 35 acres located in the northeast corner of the intersection of State Highway 66 and WCR 7. The current land use of the property is designated for low -density single-family residential use. The proposed use of the property shall be for mixed - use (retail, business, office, residential and institutional uses). In accordance with the Mead Municipal Code, this notice has been sent to the Board of County Commissioners and County Attorney for Weld County, and to each special district or school district having territory within the area to be re -zoned. This notice has also been sent to service providers and those holding a franchise with the Town. Attached are copies of the public hearing notice, maps of the property location and a "Change in Land Use Map" for the property. Copies of the full application, as well as the full- sized maps are available for review in the Mead Town Hall, 441 - 3`d Street, Mead, Colorado. The public's comments are welcome at the public hearing. Written comments may be sent to Dan Dean, Town Manager, Box 626, Mead, CO 80542. Weingardt LUC PC Co & Sp Dist wpd 4/29/09 4:49 pm Very truly yours, Charlene Reed Town Clerk ty, f L C.v'✓1 � —Ut= a :rte;.,`_: r;.;, t ?_'_}.t.t:''• — - • Va,ellrt) C3QgJaf lr By IDI . 1 .11 StUC >�c •. s5 <:a: h?WNJI 1.:Mllilv.:, 111.1 1.1••. :get,, • C W L n.n mm. ns.uw.t.-+r- ,wY4r..n f.y r`+Y.r++rr wnr.r...n r tot .r.+aw ... (rturw CIwR wr I.0 w .r ..wr NOTICE OF PUBLIC HEARING MEAD PLANNING COMMISSION CHANGE IN LAND USE DESIGNATION EQUINOX REZONING PA's 1-6 PUD (a.k.a., Weingardt Annexation) NOTICE IS HEREBY GIVEN that the Planning Commission of the Town of Mead will hold a Public Hearing commencing at 7:00 p.m., Wednesday, May 20, 2009, at the Mead Town Hall, 441 - 3r° Street, Mead, Colorado 80542, for the purpose of reviewing the application and making a recommendation to the Board of Trustees regarding whether the proposed Change in Land Use meets the applicable requirements of the Mead Municipal Code and is appropriate for the property. The property is owned by Mead Partners Operating Company, LLC, Robert Chansler, and Equinox Mead LLC and is located east of the intersection of State Highway 66 and WCR 7. The current land use of the property is designated for low -density single-family residential use. The proposed use of the property shall be for mixed -use (retail, business, office, residential and institutional uses). Any person may appear at the Public Hearing and be heard regarding the matters under consideration. Copies of the application and supporting material submitted to the Town are on file and available for public inspection in the Office of the Town Clerk, at the Mead Town Hall, 441 - 3r° Street, Mead, Colorado 80542. Dated this 29th day of April; 2009. TOWN OF MEAD, COLORADO By: /s/ Charlene Reed Town Clerk Equinox LUC PH Notice PC - Corrected Posting.wpd 4129/09 8:48 am EXHIBIT A Legal Description: THE WEINGARDT ESTATES SUBDIVISION AND THAT TRACT OF LAND LYING SOUTH OF COLORADO STATE HIGHWAY 66 ALL BEING LOCATED IN THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 22, WHENCE THE WEST QUARTER CORNER BEARS NORTH 00°26'23" WEST 2648.73 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION; THENCE ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 00°26'23" WEST 762.82 FEET; THENCE NORTH 88°49'43' EAST 30.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF WELD COUNTY ROAD 7, SAID POINT BEING THE NORTHWEST CORNER OF WEINGARDT ESTATES AND THE POINT OF BEGINNING; THENCE ALONG THE NORTH LINE OF SAID WEINGARDT ESTATES NORTH 88°49'43' EAST 2479.98 FEET TO A POINT ON THE WEST BOUNDARY OF LOT B OF RECORDED EXEMPTION NO. 1207-22-4-AMRE-2318; THENCE ALONG THE WEST BOUNDARY OF SAID LOT B SOUTH 00°26'39' EAST 614.82 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF COLORADO STATE HIGHWAY 66; THENCE ALONG THE NORTH LINE OF SAID RIGHT-OF-WAY THE FOLLOWING 4 COURSES; THENCE NORTH 87°34'04'WEST 794.68 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 11565.00 FEET, A CENTRAL ANGLE OF 04°12'46" AND A CHORD WHICH BEARS NORTH 88°49'20" WEST 850.12 FEET), 850.32 FEET; THENCE NORTH 89°48'45' WEST 319.40 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 11565.00 FEET, A CENTRAL ANGLE OF 2°18'45", CHORD OF SAID ARC BEARS SOUTH 89°01 '54" WEST 466.63 FEET) 466.66 FEET; THENCE NORTH 46°52'35" WEST 69.50 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF WELD COUNTY ROAD 7; THENCE ALONG SAID EAST RIGHT-OF-WAY LINE NORTH 00°26'23" WEST 472.24 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THE FOLLOWING DESCRIBED TRACT. COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 22, WHENCE THE WEST QUARTER CORNER BEARS NORTH 00°26'23" WEST 2648.73 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION; Equinox LUC PH Notice PC - Corrected Posting.wpd 4/29/09 8:48 am THENCE ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 89°29'27" EAST 30.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 7 AND THE POINT OF BEGINNING; THENCE ALONG SAID LINE NORTH 00°26'23" WEST 91.34 FEET TO A POINT ON THE SOUTH RIGHT -OF- WAY LINE OF STATE HIGHWAY NO. 66; THENCE ALONG SAID LINE THE FOLLOWING FOUR COURSES; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 1141 5.00 FEET, A CENTRAL ANGLE OF 02°35'13" AND A CHORD WHICH BEARS NORTH 88°53'39" EAST 515.37 FEET), 515.42 FEET; THENCE SOUTH 89°48'45" EAST 320.87 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 11415.00 FEET, A CENTRAL ANGLE OF 04°13'32" AND A CHORD WHICH BEARS SOUTH 88°49'23" EAST 841.66 FEET), 841.85 FEET; THENCE SOUTH 87°34'04" EAST 930.73 FEET TO A POINT ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22; THENCE ALONG SAID EAST LINE SOUTH 00°33'32" EAST 20.28 FEET TO THE SOUTH QUARTER CORNER OF SAID SECTION 22; THENCE ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION SOUTH 89°29'27" WEST 2607.12 FEET TO THE POINT OF BEGINNING. THUS DESCRIBED TRACTS CONTAIN 35.757 ACRES MORE OR LESS. Equinox LUC PH Notice PC - Corrected Posting wad 4/29/09 8:48 am Town of Mead P.O. Box 626 441 Third Street Mead, Colorado 80542-0626 (970) 535-4477 CERTIFIED MAIL # 7008 1830 0003 6837 7937 May 1, 2009 Weld County Board of Commissioners P.O. Box 758 Greeley, CO 80632 RE: Notice of Public Hearing - Equinox Annexation Planning Commission - 7:00 P.M., Wednesday, May 20, 2009 Gentlemen: Please be advised that a public hearing before the Mead Planning Commission has been set to review and consider the annexation of a parcel of land located in the Southwest Quarter of Section 22, Township 3 North, Range 68 West of the 6th Principal Meridian, County of Weld, State of Colorado. The property is owned by Rodney J. Schmidt and Equinox Mead LLC and is proposed for the development of single-family detached residential, single-family attached residential, neighborhood retail and commercial, office, community recreation, places of worship, and civic facilities. In accordance with C.R.S. § 31-12-108 (2), this notice has been sent to the Board of County Commissioners and County Attorney for Weld County, and to each special district or school district having territory within the area to be annexed. This notice has also been sent to service providers and those holding a franchise with the Town. Attached is a copy of the published public hearing notice, together with a copy of the applicant's petition for annexation and the adopted resolution finding substantial compliance and initiating annexation proceedings. As one of the Town's referral agencies, you have previously received copies of the "Letter of Intent" provided with the application, maps of the property location and a "concept plan" for the development of the property. Copies of the full application, as well as the full-sized maps submitted with the application are available for review in the Mead Town Hall, 441 - 3`d Street, Mead, Colorado. Written comments may be sent to Dan Dean, Town Manager, Box 626, Mead, CO 80542. Very truly yours. Charlene Reed Town Clerk Equinox Annex - PC Notice Co & Sp Dist.wpd 4/29/09 12.25 pm NOTICE OF PUBLIC HEARING MEAD PLANNING COMMISSION EQUINOX ANNEXATION NOTICE IS HEREBY GIVEN that the Board of Trustees of the Town of Mead has adopted a Resolution of Substantial Compliance initiating annexation proceedings for the "Equinox Annexation," said Annexation being more particularly described in the following Resolution No. 10-R-2009. The Planning Commission of the Town of Mead will hold a Public Hearing commencing at 7:00 o'clock P.M., Wednesday, May 20, 2009, at the Mead Town Hall, 441 - 3rd Street, Mead, Colorado 80542, for the purpose of reviewing the petition and making a recommendation to the Board of Trustees regarding whether the property proposed to be annexed meets the applicable requirements of the statutes of the State of Colorado and is eligible for annexation to the Town of Mead, and to recommend the appropriate land use for the property, if requested. Any person may appear at the Public Hearing and be heard regarding the matters under consideration. Copies of the petition and supporting material submitted to the Town are on file and available for public inspection in the Office of the Town Clerk, at the Mead Town Hall, 441 - 3rd Street, Mead, Colorado 80542. Dated this 29th day of April 2009. TOWN OF MEAD, COLORADO By: /s/ Charlene Reed Town Clerk Equinox Annex PH Notice PC - Posted wpd 4/29/09 9:26 am TOWN OF MEAD, COLORADO RESOLUTION NO. 10-R-2009 A RESOLUTION FINDING SUBSTANTIAL COMPLIANCE AND INITIATING ANNEXATION PROCEEDINGS FOR CERTAIN PROPERTIES IN WELD COUNTY, COLORADO, TO THE TOWN OF MEAD, SAID ANNEXATION TO BE KNOWN AS THE EQUINOX ANNEXATION. WHEREAS, a written petition together with four (4) prints of an annexation map for the annexation of certain properties have been filed with the Board of Trustees of the Town of Mead by Rodney J. Schmidt and Equinox Mead LLC; and WHEREAS, the Board of Trustees has reviewed the petition and supporting material; and WHEREAS, the Board of Trustees wishes to permit simultaneous consideration of the subject property for annexation and zoning, if requested in the petition; and WHEREAS, the Board of Trustees has reviewed the petition and desires to adopt by Resolution its findings in regard to the petition; NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF MEAD, COLORADO, as follows: Section 1. The petition, whose legal description is attached hereto as Exhibit A and incorporated by reference herein, is accepted and determined to be in substantial compliance with the applicable laws of the State of Colorado. Section 2. No election is required under C.R.S. §31-12-107(2). Section 3. No additional terms and conditions are to be imposed except those provided for in the petitions. Section 4. The Board of Trustees will hold a public hearing for the purpose of determining if the proposed annexation complies with C.R.S. §31-12-104, and with C.R.S. §31- 12-105, and will hold a public hearing to determine the appropriate zoning of the subject properties if requested in the petition, at the Mead Town Hall, 441 - 3r° Street, Mead, Colorado 80542, at the following time and date: 7:00 p.m., Monday, June 8, 2009. Section 5. Any person may appear at such hearing and present evidence relative to the proposed annexation or the proposed zoning. Section 6. Upon completion of the hearing, the Board of Trustees shall set forth, by resolution, its findings and conclusions with reference to the eligibility of the proposed annexation, and whether the statutory requirements for the proposed annexation have been met, and further, will determine the appropriate zoning of the subject property if requested in the petition. Equinox Annex PH Notice PC - Postetl wpd 4/29/09 9'.26 am Section 7. If the Board of Trustees concludes, by resolution, that all statutory requirements have been met and that the proposed annexation is proper under the laws of the State of Colorado, the Board of Trustees shall pass one or more ordinances annexing the subject property to the Town of Mead, and shall pass one or more ordinances zoning the subject property if requested in the petition. INTRODUCED, READ, SIGNED AND APPROVED this 13th day of April 2009. ATTEST: TOWN OF MEAD By /s/ Charlene Reed Charlene Reed, Town Clerk Richard W. Macomber, Mayor By /s/ Richard W. Macomber Equinox Annex PH Notice PC - Postetl wpd 4/29/09 9:26 am EXHIBIT A EQUINOX ANNEXATION Legal Description: A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 22 WHENCE THE SOUTHWEST CORNER BEARS SOUTH 00°26'23" EAST 2648.73 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION; THENCE NORTH 88°50'51" EAST 30.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY OF THIRD STREET AND THE POINT OF BEGINNING; THENCE ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 88°50'51" EAST 1185.50 FEET TO A POINT ON THE WESTERLY BOUNDARY OF MULLIGAN RESERVOIR; THENCE ALONG THE BOUNDARY OF SAID MULLIGAN RESERVOIR THE FOLLOWING 15 COURSES; SOUTH 15°09'21" EAST 283.80 FEET; THENCE SOUTH 22°38'20" EAST 191.40 FEET; THENCE SOUTH 45°12'21" EAST 151.80 FEET; THENCE NORTH 64°29'39" EAST 129.30 FEET; THENCE NORTH 37°40'39" EAST 154.50 FEET; THENCE SOUTH 82°23'21" EAST 110.90 FEET; THENCE SOUTH 48°31'21" EAST 126.40 FEET; THENCE SOUTH 15°25'21" EAST 197.70 FEET; THENCE SOUTH 00°3639" WEST 223.70 FEET; THENCE SOUTH 21°35'21" EAST 145.20 FEET; THENCE SOUTH 71°15'21" EAST 128.90 FEET; THENCE SOUTH 81°55'21" EAST 308.50 FEET; THENCE NORTH 67°28'39" EAST 175.20 FEET; THENCE NORTH 49°09'39" EAST 131.40 FEET; THENCE NORTH 23°17'39" EAST 192.26 FEET; THENCE NORTH 69°39'13" EAST 76.17 FEET TO THE NORTHWEST CORNER OF LOT B OF Equinox Annex PH Notice PC - Posted wpd 4/29/09 9:26 am RECORDED EXEMPTION NO. 1207-22-4-AMRE-2318; THENCE ALONG THE BOUNDARY OF SAID LOT B THE FOLLOWING THREE COURSES; THENCE SOUTH 01°09'47" EAST 575.55 FEET; THENCE SOUTH 88°49'54" WEST 318.27 FEET; THENCE SOUTH 00°26'39" EAST 521.10 FEET TO THE NORTHEAST CORNER OF TRACT 2 OF WEINGARDT ESTATES; THENCE ALONG THE NORTH LINE OF SAID TRACT 2 SOUTH 88°49'43" WEST 1076.97 FEET TO THE SOUTHEAST CORNER OF THE EBERL AGRICULTURAL UNIT DEVELOPMENT; THENCE ALONG THE BOUNDARY LINE OF SAID EBERL AGRICULTURAL UNIT DEVELOPMENT THE FOLLOWING 2 COURSES; NORTH 00°26'23" WEST 303.71 FEET; THENCE SOUTH 88°49'55" WEST 1403.01 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF THIRD STREET; THENCE ALONG SAID LINE NORTH 00°26'23" WEST 475.78 FEET TO THE SOUTHWEST CORNER OF LOT A OF RECORDED EXEMPTION NO. 1207-22-3 RE3126; THENCE ALONG THE BOUNDARY OF SAID LOT A THE FOLLOWING 3 COURSES; NORTH 89°33'37" EAST 276.73 FEET; THENCE NORTH 00°26'23" WEST 255.26 FEET; THENCE SOUTH 89°33'37" WEST 276.73 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF SAID THIRD STREET; THENCE ALONG SAID LINE NORTH 00°26'23" WEST 851.11 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 77.300 ACRES MORE OR LESS, TOGETHER WITH AND SUBJECT TO ALL EASEMENTS AND RIGHT-OF-WAY EXISTING AND/OR OF PUBLIC RECORD. Equinox Annex PH Notice PC - Posted.wpd 4/29/09 9'.26 am Equinox Annexation, PA's 1-6 PUD PETITION FOR ANNEXATION TO: THE BOARD OF TRUSTEES OF THE TOWN OF MEAD, COLORADO: We, Rodney J. Schmidt (Debrine Property) and Equinox Mead, LLC by George R. Hanlon, Manager (Hurt Property) the undersigned landowner(s), 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 legal description in Exhibit A, attached hereto and incorporated herein by this reference. 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 (5200.000.00) for ad valorem tax purposes for the year next preceding the annexation. has been .nciuded 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; 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 Single Family Residential and Mixed Use in Performance District 3. 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 Applic_ Owner Date: 3 I I t) 7-C'OC Rodney J. SSSc''Fmidt STATE OF COLORADO) SS. COUNTY OF WE( The foregoing instrument was acknowledged before me this j(a h iay of nips tc{i 20('Z? by Tot -.1 S 5, li ••"`r' My commission ezpituamru/% �3 07C // ?rip. ANDF�� Witness my t� err a7Rc4�(f2j /�� ',44 rOT 4R� 2= oary ublic ese 6 Owner 04,43 tiocPPo` Date: Equinox MSC�rge R Hanlon, Jr., Manager STATE OF COLORADO) )Ss. COUNTY OF The foregoing instrument was acknowledged before me this _ day of 20 by My commission expires: Witness my hand and official seal. Notary Public 6. The zoning classification (land use) requested for the area proposed to be annexed is Single Family Residential and Mixed Use in Performance District 3. 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: Date: Rodney J. Schmidt STATE OF COLORADO) )ss. COUNTY OF The foregoing instrument was acknowledged before me this _ day of , 20 by My commission expires: Witness my hand and official seal. Notary Public Owner. Equinox Megii, L STATE OF COLORADO) Ds. Date: 3�a/0 eorge R. Hanlon, Jr., Manager COUNTY OF A ,-apct, h,_II^ The foregoing instrument was acknowledged before me this. W day of My commission expires: Witness my hand and. official EMILY VINIZ NOTARY PUBLIC STATE OF COLORADO :, Crrnnipc.c. n Fxoires 10'30!2010 C Notary Public Applicant /`-'� Date: 3 116en Mead Development Group by Roger Hoflard, Authorized Agent STATE OF COLORADO) Jss. COUNTY OF rnt)--thccfIlIk-- A The foregoing instrument was acknowledged before me thief U' day of 1 _ C , 20 ('y t. HJJrt.itu My commission expires: Witness my hand and official seal. EMILY VINZ NOTARY PUBLIC STATE OF COLORADO My Cmnrri-=Icn Ero ^r, Landowner/Petitioner Mailing Address Rodney Schmidt 1873 Blue Mountain Road Longmont, CO 80504 Equinox Mead, LLC by George R. Hanlon, Jr., Manager 9055 East Mineral Circle, Suite 100, Centennial, CO 80112 Mead Development Group by Roger Hollard, Authorized Agent 9055 East Mineral Circle, Suite 100, Centennial, CO 80112 otry Publics "c Date Signed 3/it.,o9 3/1 b/o9 I t31 Legal Description of Land Owned See Exhibit A See Exhibit A See Exhibit A AFFIDAVIT OF CIRCULATOR STATE OF COLORADO COUNTY OF �}iba6h� 9Q� ss. being first duly sworn upon oath, deposes and says that (he or she) was the circulator of is Petition for Annexation of lands to the Town of Mead, Colorado, consisting of [ ] 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 lb day of arch 200 by f oys H1all/d] lard My commission expires: Witness My hand and official seal. EXHIBIT A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, TOWN OF MEAD, COUNTY OF WELD, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 22 WHENCE THE SOUTHWEST CORNER BEARS SOUTH 00°26'23" EAST 2648.73 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION; THENCE NORTH 88°50'51" EAST 30 FEET TO A POINT ON THE EAST RIGHT-OF-WAY OF WELD COUNTY ROAD NO.7 AND THE POINT OF BEGINNING; THENCE ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 88°50'51" EAST 1185.50 FEET TO A POINT ON THE WESTERLY BOUNDARY OF MULLIGAN RESERVOIR; THENCE ALONG THE BOUNDARY OF SAID MULLIGAN RESERVOIR THE FOLLOWING 15 COURSES; SOUTH 15°09'21" EAST 283.80 FEET; THENCE SOUTH 22°38'20" EAST 191.40 FEET THENCE SOUTH 45°12'21" EAST 151.80 FEET THENCE NORTH 64°29'39" EAST 129.30 FEET THENCE NORTH 37°40'39" EAST 154.50 FEET THENCE SOUTH 82°23'21" EAST 110.90 FEET THENCE SOUTH 48°31'21" EAST 126.40 FEET THENCE SOUTH 15°25'21" EAST 197.70 FEET THENCE SOUTH 00°36'39" WEST 223.70 FEET; THENCE SOUTH 21°35'21" EAST 145.20 FEET; THENCE SOUTH 71°15'21" EAST 128.90 FEET; THENCE SOUTH 81°55'21" EAST 308.50 FEET; THENCE NORTH 67°28'39" EAST 175.20 FEET; THENCE NORTH 49°09'39" EAST 131.40 FEET; THENCE NORTH 23°17'39" EAST 192.26 FEET; THENCE NORTH 69°39'13" EAST 76.17 FEET TO THE NORTHWEST CORNER OF LOT B OF RECORDED EXEMPTION NO. 1207-22-4-AMRE-2318; THENCE ALONG THE BOUNDARY OF SAID LOT B THE FOLLOWING THREE COURSES; THENCE SOUTH 01°09'47" EAST 575.55 FEET; THENCE SOUTH 88°49'54" WEST 318.27 FEET; THENCE SOUTH 00°26'39" EAST 521.10 FEET TO THE NORTHEAST CORNER OF TRACT 2 OF WEINGARDT ESTATES; THENCE ALONG THE NORTH LINE OF SAID TRACT 2 SOUTH 88°49'43" WEST 1076.97 FEET TO THE SOUTHEAST CORNER OF THE EBERL AGRICULTURAL UNIT DEVELOPMENT; THENCE ALONG THE BOUNDARY LINE OF SAID EBERL AGRICULTURAL UNIT DEVELOPMENT THE FOLLOWING 2 COURSES; NORTH 00°26'23" WEST 303.71 FEET; THENCE SOUTH 88"49'55" WEST 1403.01 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 7; THENCE ALONG SAID LINE NORTH 00°26'23" WEST 475.78 FEET TO THE SOUTHWEST CORNER OF LOT A OF RECORDED EXEMPTION NO. 1207-22-3 RE3126; THENCE ALONG THE BOUNDARY OF SAID LOT A THE FOLLOWING 3 COURSES; THENCE NORTH 89°33'37" EAST 276.73 FEET; THENCE NORTH 00°23'23" WEST 255.26 FEET; THENCE SOUTH 89°33'37" WEST 276.73 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 7; THENCE ALONG SAID LINE NORTH 00°26'23" WEST 851.11 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED TRACT CONTAINS 77.300 ACRES MORE OR LESS. Town of Mead P.O. Box 626 441 Third Street Mead, Colorado 80542-0626 (970) 535-4477 May 13, 2009 Weld County Board of Commissioners P.O. Box 758 Greeley, CO 80632 • CERTIFIED MAIL # 7008 1830 0003 6838 0050 RE: Notice of Public Hearing - Equinox Annexation Board of Trustees - 7:00 P.M., Monday, June 8, 2009. Gentlemen: Please be advised that a public hearing before the Mead Board of Trustees has been set to review and consider the annexation of a parcel of land located in the Southwest Quarter of Section 22, Township 3 North, Range 68 West of the 6th Principal Meridian, County of Weld, State of Colorado. The property is owned by Rodney J. Schmidt and Equinox Mead LLC and is proposed for the development of single- family detached residential, single-family attached residential, neighborhood retail and commercial, office, community recreation, places of worship, and civic facilities. In accordance with C.R.S. § 31-12-108 (2), this notice has been sent to the Board of County Commissioners and County Attorney for Weld County, and to each special district or school district having territory within the area to be annexed, as well as the Town's service providers and other standard referral agencies. Attached is a copy of the published public hearing notice, together with a copy of the adopted resolution of intent to annex and the applicant's petition for annexation. You have previously received copies of the "Letter of Intent" provided with the application, and maps of the property location and a "concept plan" for the development of the property. Copies of the full application, as well as the full- sized maps submitted with the application are available for review in the Mead Town Hall, 441 - 3`d Street, Mead, Colorado. Written comments may be sent to Dan Dean, Town Manager, Box 626, Mead, CO 80542. Very truly yours, Equinox Co 8 Sp Dist BOT Hearing wpd 5/12/09 7:10 pm Charlene Reed Town Clerk NOTICE OF PUBLIC HEARING MEAD BOARD OF TRUSTEES EQUINOX ANNEXATION NOTICE IS HEREBY GIVEN that the Board of Trustees of the Town of Mead has adopted a Resolution of Substantial Compliance initiating annexation proceedings for the "Equinox Annexation," said Annexation being more particularly described in the following Resolution No. 10-R-2009. The Board of Trustees of the Town of Mead will hold a Public Hearing commencing at 7:00 p.m., Monday, June 8, 2009, at the Mead Town Hall, 441 - 3r° Street, Mead, Colorado 80542, for the purpose of determining whether the property proposed to be annexed meet the applicable requirements of the statutes of the State of Colorado and is eligible for annexation to the Town of Mead, and to establish the appropriate land use for the property, if requested. Any person may appear at the Public Hearing and be heard regarding the matters under consideration. Copies of the petition and supporting material submitted to the Town are on file and available for public inspection in the Office of the Town Clerk, at the Mead Town Hall, 441 - 3r° Street, Mead, Colorado 80542. Dated this 29th day of April, 2009. TOWN OF MEAD, COLORADO By: //s/ Charlene Reed Town Clerk TOWN OF MEAD, COLORADO RESOLUTION NO. 10-R-2009 A RESOLUTION FINDING SUBSTANTIAL COMPLIANCE AND INITIATING ANNEXATION PROCEEDINGS FOR CERTAIN PROPERTIES IN WELD COUNTY, COLORADO, TO THE TOWN OF MEAD, SAID ANNEXATION TO BE KNOWN AS THE EQUINOX ANNEXATION. WHEREAS, a written petition together with four (4) prints of an annexation map for the annexation of certain properties have been filed with the Board of Trustees of the Town of Mead by Rodney J. Schmidt and Equinox Mead LLC; and and WHEREAS, the Board of Trustees has reviewed the petition and supporting material; WHEREAS, the Board of Trustees wishes to permit simultaneous consideration of the subject property for annexation and zoning, if requested in the petition; and WHEREAS, the Board of Trustees has reviewed the petition and desires to adopt by Resolution its findings in regard to the petition; NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF MEAD, COLORADO, as follows: Section 1. The petition, whose legal description is attached hereto as Exhibit A and incorporated by reference herein, is accepted and determined to be in substantial compliance with the applicable laws of the State of Colorado. Section 2. No election is required under C.R.S. §31-12-107(2). Section 3. No additional terms and conditions are to be imposed except those provided for in the petitions. Section 4. The Board of Trustees will hold a public hearing for the purpose of determining if the proposed annexation complies with C.R.S. §31-12-104, and with C.R.S. §31- 12-105, and will hold a public hearing to determine the appropriate zoning of the subject properties if requested in the petition, at the Mead Town Hall, 441 - 3r° Street, Mead, Colorado 80542, at the following time and date: 7:00 p.m., Monday, June 8, 2009. Section 5. Any person may appear at such hearing and present evidence relative to the proposed annexation or the proposed zoning. Section 6. Upon completion of the hearing, the Board of Trustees shall set forth, by resolution, its findings and conclusions with reference to the eligibility of the proposed annexation, and whether the statutory requirements for the proposed annexation have been met, and further, will determine the appropriate zoning of the subject property if requested in the petition. Section 7. If the Board of Trustees concludes, by resolution, that all statutory requirements have been met and that the proposed annexation is proper under the laws of the State of Colorado, the Board of Trustees shall pass one or more ordinances annexing the subject property to the Town of Mead, and shall pass one or more ordinances zoning the subject property if requested in the petition. INTRODUCED, READ, SIGNED AND APPROVED this 13`h day of April 2009. ATTEST: TOWN OF MEAD By /s/ Charlene Reed By /s/ Richard W. Macomber Charlene Reed, Town Clerk Richard W. Macomber, Mayor EXHIBIT A EQUINOX ANNEXATION Legal Description: A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, TOWN OF MEAD, COUNTY OF WELD, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 22 WHENCE THE SOUTHWEST CORNER BEARS SOUTH 00°26'23" EAST 2648.73 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS LEGAL DESCRIPTION; THENCE NORTH 88°50'51" EAST 30.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY OF THIRD STREET AND THE POINT OF BEGINNING; THENCE ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 22 NORTH 88°50'51" EAST 1185.50 FEET TO A POINT ON THE WESTERLY BOUNDARY OF MULLIGAN RESERVOIR; THENCE ALONG THE BOUNDARY OF SAID MULLIGAN RESERVOIR THE FOLLOWING 15 COURSES; SOUTH 15°09'21" EAST 283.80 FEET; THENCE SOUTH 22 THENCE SOUTH 45 THENCE NORTH 64 THENCE NORTH 37 THENCE SOUTH 82° THENCE SOUTH 48° THENCE SOUTH 15° THENCE SOUTH 00° THENCE SOUTH 21° THENCE SOUTH 71° THENCE SOUTH 81° THENCE NORTH 67° THENCE NORTH 49° THENCE NORTH 23° °38'20" EAST 191.40 FEET; °12'21" EAST 151.80 FEET; °29'39" EAST 129.30 FEET; °40'39" EAST 154.50 FEET; 2321" EAST 110.90 FEET; 31'21" EAST 126.40 FEET; 2521" EAST 197.70 FEET; 36'39" WEST 223.70 FEET; 35'21" EAST 145.20 FEET; 1521" EAST 128.90 FEET; 55'21" EAST 308.50 FEET; 28'39" EAST 175.20 FEET; 09'39" EAST 131.40 FEET; 17'39" EAST 192.26 FEET; THENCE NORTH 69°39'13" EAST 76.17 FEET TO THE NORTHWEST CORNER OF LOT B OF RECORDED EXEMPTION NO. 1207-22-4-AMRE-2318; THENCE ALONG THE BOUNDARY OF SAID LOT B THE FOLLOWING THREE COURSES; THENCE SOUTH 01°09'47" EAST 575.55 FEET; THENCE SOUTH 88°49'54" WEST 318.27 FEET; THENCE SOUTH 00°26'39" EAST 521.10 FEET TO THE NORTHEAST CORNER OF TRACT 2 OF WEINGARDT ESTATES; THENCE ALONG THE NORTH LINE OF SAID TRACT 2 SOUTH 88°49'43" WEST 1076.97 FEET TO THE SOUTHEAST CORNER OF THE EBERL AGRICULTURAL UNIT DEVELOPMENT; THENCE ALONG THE BOUNDARY LINE OF SAID EBERL AGRICULTURAL UNIT DEVELOPMENT THE FOLLOWING 2 COURSES; NORTH 00°26'23" WEST 303.71 FEET; THENCE SOUTH 88°49'55" WEST 1403.01 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF THIRD STREET; THENCE ALONG SAID LINE NORTH 00°26'23" WEST 475.78 FEET TO THE SOUTHWEST CORNER OF LOT A OF RECORDED EXEMPTION NO. 1207-22-3 RE3126; THENCE ALONG THE BOUNDARY OF SAID LOT A THE FOLLOWING 3 COURSES; NORTH 89°33'37" EAST 276.73 FEET; THENCE NORTH 00°26'23" WEST 255.26 FEET; THENCE SOUTH 89°33'37" WEST 276.73 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF SAID THIRD STREET; THENCE ALONG SAID LINE NORTH 00°26'23" WEST 851.11 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 77.300 ACRES MORE OR LESS, TOGETHER WITH AND SUBJECT TO ALL EASEMENTS AND RIGHT-OF-WAY EXISTING AND/OR OF PUBLIC RECORD. Town of Mead P.O. Box 626 441 Third Street Mead, Colorado 80542-0626 (970) 535-4477 CERTIFIED MAIL # 7008 1830 0003 6838 0289 May 18, 2009 Weld County Board of Commissioners P.O. Box 758 Greeley, CO 80632 RE: Required Annexation Impact Report - Equinox Annexation to the Town of Mead. Gentlemen: In accordance with the requirements of C.R.S. § 31-12-108.5, enclosed is a copy of the Annexation Impact Report prepared for the proposed Equinox Annexation to the Town of Mead. You have received prior notice of the public hearings before the Planning Commission and the Board of Trustees for this proposal. In the event that you have any questions regarding this Annexation Impact Report, or the proposed annexation, you may contact Richard E. Samson, the Town's Attorney, at (303) 776-1169. Very truly yours, Impact Notice - Equinox.wpd 5/18/09 3:16 pm Charlene Reed Town Clerk Annexation Impact Report Equinox Annexation May 18, 2009 Prepared for: Town of Mead P.O. Box 626 Mead, CO 80542 Table of Contents Page I. Project Description 1 II. Municipal Services 1 III. Special Districts 1 IV. School District Impact 1 V. Exhibits 2 A. Existing Conditions Map and Proposed Land Use Map Forward: This "annexation impact report" has been prepared pursuant to Section 31-12-108.5 Colorado Revised Statutes, 1986 Repl. Vol. Contained in Appendix "A" is a map depicting the proposed annexation, the existing and proposed public services to the property and the existing and proposed land use for the property. I. Project Description: The property proposed for annexation consists of a single annexation of 77.3 acres and is located north of the Weingart annexation and east of WCR 7. The annexation is contiguous to the Town on its western, southern and eastern boundaries. It satisfies the 1/6 contiguity with the Town boundaries required by statute. The land proposed to be annexed is owned by Equinox Mead, LLC, 9055 E. Mineral Circle, #100, Centennial, CO 80112 and Rodney J. Schmidt, 1873 Blue Mountain Road, Longmont, CO 80504. This annexation will complete the backfilling of the area between Highway 66 (Weingart Annexation) and the Hunters Cove subdivision. A 1.75 acre parcel in separate ownership is exempted from the annexation. The land is currently zoned A (Agricultural) by Weld County. In conjunction with the proposed annexation, the zoning will change to a PUD containing residential and mixed -uses in conformance with the Town's Land Use Code. Adjacent land uses include agriculture, rural residences on large lots, and land proposed for urban density development. II. Municipal Services: Municipal services for the Equinox Annexation will be provided in the following manner: Electricity Electric services are to be provided by the present supplier, United Power Inc., the electric franchisee for the Town of Mead. Telephone U.S. West Communications Water Little Thompson Water District Sanitary Sewer Sewer service will be provided by the St. Vrain Sanitation District Fire The site is currently served by the Mountain View Fire Protection District. Police Weld County Sheriff, under contract with the Town of Mead. Street Maint. Maintenance of roadways within the annexation will be provided by the Town after construction to Town specifications and acceptance by the Board of Trustees. Financing the municipal services within the area to be annexed is addressed in an annexation agreement between the applicant and the Town of Mead. The annexation agreement is currently under negotiation and is not available at this time. III. Special Districts: The area to be annexed is included within the following special districts: St. Vrain Sanitation District St. Vrain Valley School District Mountain View Fire Protection District Northern Colorado Water Conservancy District St. Vrain - Left Hand Water Conservancy District High Plains Library District IV. School District Impact: It is anticipated that the annexation will bring a benefit to the St. Vrain School District RE1J due to the increase in valuation, and will contribute 236 K-12 students to the school system. -- PWAIG N3AB5JNMAY ••— PROPERTY IM - GY'tR5HP BO,MARY HIM in APPROXIMME lOallOnOF anXDE ROAD V. Exhibits: A. Existing Conditions Map and Proposed Land Use Map EQUINOX ANNEXATION & REZONING PA'S 1- 6 P.U.D. f IMDIbESUIVARY I P.\„' VIX'S IA SAWN %JIIMf A''ki'NII �.. a. '4LLXIBLk IWEuI LLI '.IE;q(IP<M AMPLE 0.T'S iY mrs. MARS SOL E ic: T c.Ac ']vni6 US us PUD LAND USE PLAN - EXHIBIT A rani. 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