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Home My WebLink About982649.tiff o. C U t rilt(114.(' A LIVING SANCTUARY August 20, 1998 TO: The Mead Town Planning Commission Board of Trustees and General Public RE: Identity of Belmont Park Annexation To all concerned; I would like to request that from this day forth,the'BELMONT PARK ANNEXATION"be referred to as "VALE VIEW'. ase I m ISi ow if there is any problem with this request. cer ly; i I arvin . Davis - Presid Wild V w Land Company Vale View Subdivision P.O Box 189 • Mead,Colorado 80542 • 1-(303)-652-8220 • 1-(970)-535-9200 CJ rLL1 \a ` Pit,:ACS'' d4 • C,n ' Ze• 7 - ✓ i / f�- �GpJ 982649 4* ead Town of Mead P.O. Box 626 441 Third Street Mud-"A Little Town Mead,Colorado 80542-0626 WitM1 a aig Fulvre" (970)535-4477 TOWN OF MEAD REFERRAL The Town of Mead has received the following development proposal review Applicant Vale View Case Number Please Reply By S.eoternber It 1998 Planner mike McDonauah Proposal Legal Location This application is submitted to you for your review so that you may provide comments or recommendations. Any that you may have regarding this request should be submitted. Pleas reply by the above listed date so that we may give full consideration to your comments or recommendation. Any response not received before or on the "Please Reply By" date may be deemed to be a positive response to the Town of Mead. If you have further questions regarding the application, please contact the planner who is noted above. Mead Planning Commission Public Hearing (if applicable) [ ] We have reviewed the request and find that it does/does not comply with our Comprehensive Plan. [] We find no conflicts with our interests. [] See attached letter. Comments: Signature Date Agency Mead Planning Department 441 3"Street Mead,Colorado 80542 970-535-4477 970-535-0831 fax < 5 a _ 8 Ef m3 5 k k O S ow a 4i U m n b b n b b t ¢ " 61 _. _ — — — — — — __ _. _ — —,� —.(s'11BL 3.90A4.00N._ _ —.._ _..— _ _ _ n oi I rp[ $ 8I O ! I ,US t9Z sl AtlMH01H 31V1583LJI b! 3,90 af.00N sz-I M'0'H Is3le �! �SS`uh 3 tt y� ( gk Et I, //__rte__.\__LL_ _�Q� '/ _— n .�� `/� Ii kb \t i Qi _ / / m $ LL t / p Si/ Z 4 t / $ tl ' LL I _ • t / L k ; g 9 ,,. g / � x g-' r.: s ' '— fi44'r' H `. E / / 0 / / dam:• .E igivm Saaat rt.,: $ g ke Na \ %i ^. \\\yt� i % © a !m ss �6a k -pm 3,a Z,L0.00N m r qq ��- R, / p,.Q / i " Iw t+CO I ♦ / / s a� ;�♦ \,i N 'pia°^\+ P N� / Y j :Sf' ,r. 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K ril03 ,s J_ w2 4 8z po z(o a d dRu R� o � 6 F F OFF � F F ₹pg up 6F Xop5 �w'6 X0§1 o:i n0 p rcFS .Pip MIo �i R x 36 R-3a ff-11j TOWN OF MEAD LAND USE CODE Form D-3 FINAL PLAN APPLICATION AND DECISION RECORD • FOR A MAJOR LAND USE CHANGE Applicable Section(s): Copies Required: A. Final Plan Submission Requirements. 1. Applicant's name, address and telephone number. Wild View Land Company PO Box 19439 - Boulder, Colorado 80308-2439 ( 303 ) -652-8220 ( 970) -535-9200 2. Legal description of the property proposed for the land use change: Please see attached legal description as "EXHIBIT A" 3. Proposed land use change located in Mead Performance District No. 1 4. All materials required by the Board of Trustees to satisfy conditions of approval, if any, of the conceptual plan. Please see attached report entitled "RECOMMENDATIONS" 5. Detailed plans and specifications showing all proposed streets,and public utility installations,with written approval of the Building Official and Town Engineer. Plans and specifications shall be in conformance with the 'Technical Filing Requirements'contained in Section 1.4 of the Mead Land Use Code. Please see enclosed plat as engineered by Don Park / Park Engineering Consultants 6. Give the legal description of all public rights-of-way, streets,park sites, school sites and all other public dedications to be made in connection with the development,and a description of the plan for maintaining such dedications. These dedications shall be shown on the'Final Plat'. Give a written description of any 'payments in lieu of dedications' that are proposed. [attach maps and other documents as necessary] L bn rrU't.) 7. Provide professionally prepared reports and maps describing the topography and vegetation of the proposed development site,with contour lines at two foot intervals. [attach maps and other documents as necessary] Please see enclosed Topographical Survey and attached Wildlive Habitat Assessment . 0.7rO1GLwP5 aum.r 2S,1925 1 8. Provide professionally prepared reports and maps describing the drainage, erosion control,revegetation, landscaping and buffer yards of the proposed development site,with contour lines at two foot intervals. [attach maps and other documents as necessary] Please see enclosed conceptual drainage plan - which is currently being engineered to work within the topography and storm drainage criteria. 9. Provide professionally prepared report and maps giving proof of the suitability of the types of soil present on the development site for the proposed land use change. [attach maps and other documents as necessary] Please see enclosure labeled "SOIL CONDITIONS" 9. A recordable'Final Plat'and other documentation showing the layout or plan of development,number and location of all dwelling units and structures,public land dedications, net density per acre and projected population. The'Final Plat'must comply with the'Technical Filing Requirements'contained in Section 1.4 of the Mead Land Use Code and must be approved by the Town Engineer and Town Attorney. [attach maps and other documents as necessary] 10. The maximum number of vehicles that can reasonable be expected to be parked in the area at any one time because of the activity in,or,or related to the proposed land use change, together with the total number of proposed off-street parking spaces, excluding parking spaces associated with single-family residential lots. [attach maps and other documents as necessary] Not Applicable — single family residential lots planned only. 11. The estimated traffic flow or increase in present flow on connecting and access roads from or related to the proposed land use change. [attach maps and other documents as necessary] Please see enclosure labeled "TRAFFIC IMPACT" 12. The internal traffic and circulation systems,off-street parking area. service area, loading areas and major points of access to public rights-of-way. [attach maps and other documents as necessary] Please see enclosure labeled "TRAFFIC IMPACT" • 13. The estimated water requirements of the development upon completion, expressed in average and peak gallons per hour, per day, and per year. [attach other documents as necessary] Please see enclosure labeled "WATER AND SEWER" 14. The estimated sewage and other waste products to be produced by the development upon completion, expressed in average and peak gallons per hour,per day,and per year(or in Tons per hour,per day and per year if appropriate). [attach other documents as necessary] Please see enclosure labeled "WATER AND SEWER" o.ortawvs Oats a.iSOS 2 16. To the degree that the development will rely upon the Town for water and/or sewer service,a statement from the Town Engineer that the Town's system of water and/or sewer utilities is capable of handling the increased demand from the proposed development,and that the proposed offset measures will adequately compensate the Town for the capital investment committed to the proposed development (attach other documents as necessary] 17. Provide an elevation drawing of the proposed structure(s) showing height and describing the exterior materials. [attach drawings as necessary] Please see enclosed "renderings" to illustrate the nature of structures to be built within our subdivision. 18. Security arrangements,including performance bonds,protective covenants, annexation agreements, development agreements and methods chosen for assuring the long-term maintenance of dedicated lands, open spaces and public facilities as required by Section 1.7.900. [Attach other documents'as necessary] Please see enclosure labeled "PROTECTIVE COVENANTS" 19. The fiscal impact analysis, Form D•4. 20. Signature of the Applicant: By this acknowledgment, the undersigned hereby certify that the above information is complete and true. (If the applicant is not the owner(s) of the subject property, the owner(s), mortgage and/or lienholder shall also sign the Application.) Owner: Date: • Owner: Date: Applicant: Date: August 3, 1998 (attach additional signatures as necessary) MARVIN J. VIS-PRESIDENT WILD VIEW LAND COMPANY L.L.C. STATE OF COLORADO ) 55. COUNTY OF The foregoing instrument was acknowledged before me this day of , 19 by . My commission expires: Witness My hand and official seal. Notary Public APPLICANT NOT TO WRITE BELOW THIS LINE B. Review Agency Comments. 1. Building Official: axorwwvs oam.24I 6 3 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 minor land use change.Yes [ ] No [ ] 3. The requirements of the Mead Land Use Code have been satisfied (see attached Form 0-5). Yes [ J No [ 4. The application is: [ ] approved [ ] disapproved [ ] approved with the following conditions: a) b) c) d) (attach additional conditions as necessary) DONE by the Mead Planning Commission of Mead, Colorado, this_day of , 19_ ATTEST: Secretary to the Commission Chairman E. Action by the Board of Trustees. 1. The application is complete. Yes [ ] No( J 2. The application is for a minor land use change.Yes [ ] No [ J oarorwwvs Cater m,,soa 4 3. The requirements of the Mead Land Use Code have been satisfied (see attached Form D-5). Yes [ ] No [ 4. The application is: [ ] approved [ ] disapproved [ ]approved with the following conditions: a) b) c) d) (attach additional conditions as necessary) DONE by the Mead Board of Trustees of Mead, Colorado, this_day of 19_ ATTEST: Town Clerk Mayor 5 D,vorna ror wrs oela 1906 • TOWN OF MEAD LAND USE CODE APPIJCATION SUBMITTAL CHECKLIST FOR FORM D-3 Project Name: Date(s)Verified: REQUIRED SUBMITTALS AND PROCESSING STEPS Appll- Comp• cable leted ❑ ❑ 1. 16 copies of"Form D• 1,Conceptual Plan Application and Decision Record for Minor Land Use Change." • ❑ O 2. 16 copies of"Form O-4, Fiscal Impact Analysis' (if new information has become available). ❑ ❑ 3. Application Fee of$25.00 per dwelling unit,or$50.00 for other developments. ❑ O 4. Engineering plans check fee based on a reasonable estimate of engineering review costs made by the Town Clerk. ❑ ❑ 5. Set Hearing dates for Planning Commission and Board of Trustee and publish notice of hearings. Planning Commission hearing should be the next regular meeting if you can publish the notice 15 days in advance of the meeting. Board of Trustees hearing should be the next regular meeting after the Planning Commission. "Notice of Public Hearing' is to be "published" by posting at least 15 days before the Planning Commission hearing. The "Notice"can be combined for both hearings. ❑ ❑ 6. Distribute copies of forms and supporting documents to Staff(Public Works,Attorney, etc.) and Planning Commission and Town Board for review before hearing notice is published. El ❑ 7. 15 days before the Planning Commission hearing, send a "Notice of Public Hearing' to the adjacent property owners by 1st Class mail. ❑ O 8. Prepare an ordinance authorizing the Land Use Change, or after the hearing prepare a "findings" report and ordinance based on the"findings." ❑ ❑ 9. After the hearing, notify the applicant in writing of the Commission and Board's action on the application. ❑ ❑ 10. Bill the applicant for any costs not covered by the Application fee. oxpsr.WP3 acme 28,1903 1 COMPLETION OF ACTION CHECKLIST Appoi- Comp- cable feted . ❑ ❑ 1. Approval by Planning Commission. ❑ ❑ 2. Approval by Board of Trustees. ❑ ❑ 2.a Adoption of Resolution or Ordinance by the Board of Trustees. ❑ ❑ 2.b- Confirmation of approval given to applicant by letter and copy of Resolution or Ordinance. FORM D•3 FINAL PLAN APPUCATION CHECKLIST Appli- Comp- cable feted ❑ ❑ 1. Applicants name, address and telephone number. ❑ El 2. Legal description of property. ❑ ❑ 3. Performance District identified. ❑ El 4. All materials required by the Board of Trustees to satisfy conditions of approval, if any, of the conceptual plan. ❑ ❑ 5. Detailed plans and specifications showing all proposed streets, and public utility installations,with written approval of the Building Official and Town Engineer. Plans and specifications shall be in conformance with the "Technical Filing Requirements" contained in Chapter 4 of the Mead Land Use Code. ❑ ❑ 5.a She Plan. [41-31 ❑ ❑ 5.b Road Construction Plans and Profiles. [41-4] ❑ ❑ 5.c Road Structure Details. [41-51 ❑ ❑ 3.d Composite Utilities Plan. [41.6[ ❑ ❑ S.e Public Utilities Plans and Specifications. [41.71 ❑ ❑ 5.f Erosion Control Plans and Specifications. [41.81 ❑ ❑ S.g Drainage and Grading Plans and Specifications. [41.91 ❑ ❑ 5.h Landscape Plan. [4-1.10] n-'v'r STWPe ooWr24Ian 2 ❑ ❑ 5.1 Preliminary Submittal. [41-11] ❑ 0 5.j Abstract of Title. [41-12J ❑ ❑ 5.k Abstract of Property Taxes Paid. [41.13) ❑ ❑ 5.1 Survey Notes and Monument Records. [4-1-14J O ❑ 6. Give the legal description of all public rights-of-way, streets,park sites, school sites and all other public dedications to be made in connection with the development, and a description of the plan for maintaining such dedications. These dedications shall be shown on the'Final Plat'. Give a written description of any"payments in lieu of dedications' that are proposed. [attach maps and other documents as necessary] ❑ ❑ 7. Provide professionally prepared reports and maps describing the topography and vegetation of the proposed development site,with contour lines at two foot intervals. [attach maps and other documents as necessary] ElEl 8. Provide professionally prepared reports and maps describing the drainage, erosion control, revegetation, landscaping and buffer yards of the proposed development site,with contour lines at two foot intervals. [attach maps and other documents as necessaryj El ❑ 8.a Erosion Control Plans and Specifications. ❑ ❑ 8.b Drainage and Grading Plans and Specifications. El El S.c Landscape Plan. ElEl 9. Provide professionally prepared reports and maps giving proof of the suitability of the types of soil present on the development site for the proposed land use change. [attach maps and other documents as necessary] ❑ ❑ 10. A recordable 'Final Plat'and other documentation showing the layout or plan of development, number and location of all dwelling units and structures, public land dedications, net density per acre and projected population. The"Final Plat" must comply with the"Technical Filing Requirements" contained in Chapter 4 of the Mead Land Use Code and must be approved by the Town Engineer and Town Attorney. [attach maps and other documents as necessaryj ElEl T0.a The plat shall be prepared and certification made as to its accuracy by a registered land surveyor licensed to do such work according to the State of Colorado. A workmanlike execution of the plat shall be made in every detail. A poorly drawn or illegible plat is sufficient cause for its rejection. ❑ ❑ 10.b The plat shall be delineated in drawing ink on linen, Mylar,or other acceptable material. The perimeter survey description of the proposed subdivision shall include at least one tie to an existing section monument of record and a description of monuments. The survey shown on the final plat shall not have an error greater than one (I) part in 10,000. Monuments shall conform to the requirements of Colorado Revised Statutes,38.51-101 1973. o.xxiST.wvs 0um.r 29 199E 3 • O O 10.c The bearings distances,and curve data of all perimeter boundary lines shall be indicated outside the boundary line with the lot dimensions. When the plat is bounded by an irregular shore line or a body of water, the bearings and distances of a dosing meander traverse should be given and a notation made that the plat includes all land to the water's edge or otherwise. ❑ ❑ 10.d If a Plat is revised,a copy of the old Plat shall be provided. ❑ ❑ 10.e All blocks shall be lettered in alphabetical order or numbered consecutively, d blo ❑ ❑ t0.f On an curvedalllots b inoundareach es andockshall all curvesbe on thenumbered Plantsc sufficient data shall be given • to enable the reestablishment of the curves on the ground. This curve data shall include the following for circular curves: radius of curve,central angle, tangent, arc length,chord length and bearing, and notation of non-tangent curves. ❑ El 10.g Excepted parcels shall be marked "Not included in this subdivision"and the boundary completely indicated by bearings and distances. O ❑ 10.11 All streets, bicycle paths,walkways, and alleys shall be designated as such and streets shall be named (all street names shall be subject to Planning Commission approval); bearings and dimensions must be given. El ❑ 10.1 All easements, including easements for use other than utilities,shall be designated as such and bearings and dimensions given. ❑ ❑ 10.j All lands within the boundaries of the Plat shall be accounted for either as lots; walkways; streets; alleys; bicycle paths; public areas such as school ≤ites, parks, or common areas;or excepted parcels. ❑ ❑ 10.k All dimensions of irregularly shaped lots shall be indicated in each lot. ❑ ❑ 10.1 Bearings and lengths shall be given for all lot lines, except that bearings and lengths need not to be given for interior lot lines where the bearings and lengths are the same as those of both end lot lines. ❑ ❑ 10.m Parcels not contiguous shall not be included in one Plat. No more than one Plat shall be made on the same sheet Contiguous parcels owned by different parties may be embraced in one plat,provided that all owners join in the dedication and acknowledgment. ❑ ❑ 10.n Lengths shall be shown to hundredths of a foot, and angles and bearings shall be shown to seconds of arc. ❑ ❑ 10.o The information on the Plat shall include: name of subdivision,astronomic north arrow and basis thereof,and date; name and address of the owner or owners of record;total acreage of subdivision and total number of lots; township, range section (and quarter section if portion of a section),principal meridian,block and lot numbers;graphic scale.(the drawing shall be made at a scale of I inch = 100 feet or I inch =50 feet); the square footage of each lot or tract; any additional information required by Colorado Revised Statutes, 38-51.102, 1973. oxw.sr.wvs October 24 ISM 4 ❑ O 11. The maximum number of vehicles that can reasonable be expected to be parked in the area at any one time because of the activity in,or,or related to the proposed land use change,together with the total number of proposed off-street parking spaces,excluding parking spaces associated with single-family residential lots. [attach maps and other documents as necessary] O O 12. The estimated traffic flow or increase in present flow on connecting and access roads from or related to the proposed land use change. [attach maps and other documents as necessary] ❑ ❑ 13. The internal traffic and circulation systems,off-street parking area.service area, loading areas and major points of access to public rights-of-way. [attach maps and other documents as necessary] O O 14. The estimated water requirements of the development upon completion, expressed in average and peak gallons per hour, per day,and per year. [attach other documents as necessary]. O O 15. The estimated sewage and other waste products to be produced by the development upon completion, expressed in average and peak gallons per hour, per day, and per year(or in Tons per hour, per day and per year if appropriate). [attach other documents as necessary] ❑ O 16. To the degree that the development will rely upon the Town for water and/or sewer service, a statement from the Town Engineer that the Town's system of water and/or sewer utilities is capable of handling the increased demand from the proposed development, and that the proposed offset measures will adequately compensate the Town for the capital investment committed to the proposed development. [attach other documents as necessary] OO 17. Provide an elevation drawing of the proposed structure(s) showing height and describing the exterior materials. [attach drawings as necessary] O ❑ 18. Security arrangements, including performance bonds, protective covenants, annexation agreements, development agreements and methods chosen for assuring the long term maintenance of dedicated lands, open spaces and public facilities as required by the Land Use Code. The substance of all covenants, grants of easements or restrictions to be imposed upon the use of the land,buildings and structures. Where a portion of an existing easement is contiguous to a proposed easement or right-of-way of a new subdivision, proof of the dedication of the existing easement or right-of-way acceptable to the Planning Commission must be submitted. (Attach other documents as necessary] OO 19. The fiscal impact analysis, Form O-4. O O 20. Signature of the Applicant FORM O-4 FISCAL IMPACT ANALYSIS CHECKLIST ryvn<T.w% Oebmr 76.1906 5 O O 1. Applicant's'name,address and telephone number. ❑ O 2. Name of the project O O 3. Complete revenue and expenditure data. O O 4. Applicant's signature and date. FORM D-5 AGREEMENT FOR PAYMENT OF REVIEW EXPENSES O O 1. Completed form,including signatures. tr3cw.srwPe Oat"as.,sus 6 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ALTA COMMITMENT SCHEDULE A Our Order a FC183170--3 "EXHIBIT A" BEGINNING AT THE EAST QUARTER CORNER OF SECTION 3 , TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO, AND CONSIDERING THE EAST LINE OF THE SOUTHEAST QUARTER AS BEARING NORTH 00 DEGREES 34 MINUTES 06 SECONDS EAST AND WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO . THENCE NORTH 89 DEGREES 52 MINUTES 36 SECONDS WEST ALONG THE NORTH LINE SOUTHEAST QUARTER, 250 . 00 FEET TO A POINT ON THE WEST RIGHT OF WAY OF INTERSTATE HIGHWAY 25 AND THE TRUE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 52 MINUTES 36 SECONDS WEST ALONG THE NORTH LINE SOUTHEAST QUARTER, 865 . 00 FEET; THENCE NORTH 00 DEGREES 07 MINUTES 24 SECONDS EAST 144 . 45 FEET; THENCE SOUTH 64 DEGREES 39 MINUTES 45 SECONDS WEST 115 . 57 FEET; THENCE SOUTH 76 DEGREES 11 MINUTES 25 SECONDS WEST 32 . 05 FEET; THENCE SOUTH 85 DEGREES 51 MINUTES 25 SECONDS WEST 35 . 98 FEET; THENCE NORTH 82 DEGREES 56 MINUTES 30 SECONDS WEST 50 . 82 FEET; THENCE NORTH 79 DEGREES 40 MINUTES 11 SECONDS WEST 176 . 50 FEET; THENCE NORTH 73 DEGREES 07 MINUTES 36 SECONDS WEST 39 . 37 FEET; THENCE NORTH 58 DEGREES 03 MINUTES 34 SECONDS WEST 43 . 87 FEET; THENCE NORTH 47 DEGREES 04 MINUTES 22 SECONDS WEST 35 . 18 FEET; THENCE NORTH 53 DEGREES 10 MINUTES 17 SECONDS WEST 24 . 61 FEET; THENCE SOUTH 00 DEGREES 07 MINUTES 24 SECONDS WEST 152 . 32 FEET; THENCE SOUTH 89 DEGREES 52 MINUTES 36 SECONDS EAST 32 . 14 FEET; THENCE SOUTH 0 DEGREES 07 MINUTES 24 SECONDS WEST 42 . 55 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER; THENCE ALONG THE ARC OF A CURVE TO THE LEFT WHOSE CHORD BEARS SOUTH 38 DEGREES 03 MINUTES 16 SECONDS EAST 462 . 49 FEET, 48 WHOSE RADIUS IS 606 . 81 FEET AND WHOSE CENTRAL ANGLE IS 44 DEGREES MINUTES 08 SECONDS ; THENCE NORTH 89 DEGREES 02 MINUTES 49 SECONDS EAST 694 . 47 FEET; THENCE SOUTH 54 DEGREES 47 MINUTES 04 SECONDS EAST 90 . 64 FEET; THENCE SOUTH 60 DEGREES 33 MINUTES 28 SECONDS WEST 64 . 33 FEET; THENCE SOUTH 45 DEGREES 12 MINUTES 12 SECONDS EAST 28 . 96 FEET; THENCE SOUTH 50 DEGREES 15 MINUTES 08 SECONDS EAST 69 . 78 FEET; THENCE SOUTH 53 DEGREES 51 MINUTES 12 SECONDS EAST 125 . 39 FEET; THENCE SOUTH 55 DEGREES 03 MINUTES 17 SECONDS EAST 58 . 18 FEET; THENCE SOUTH 89 DEGREES 52 MINUTES 36 SECONDS EAST 10 . 22 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF INTERSTATE HIGHWAY 25 ; THENCE NORTH 00 DEGREES 34 MINUTES 06 SECONDS EAST ALONG THE PAGE 3 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ALTA COMMITMENT SCHEDULE A Our Order # FC183170-3 POINT OF BEGINNING; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST ALONG THE SOUTH LINE OF SECTION 3 , 4385 . 68 FEET TO A POINT ON THE WEST RIGHT OF WAY OF INTERSTATE HIGHWAY 25 ; THENCE NORTH 00 DEGREES 34 MINUTES 06 EAST ALONG THE WEST RIGHT OF WAY OF INTERSTATE HIGHWAY 25, 2645 . 11 FEET TO A POINT ON THE EAST-WEST CENTERLINE OF SAID SECTION 3 ; THENCE NORTH 89 DEGREES 52 MINUTES 36 SECONDS WEST ALONG THE EAST-WEST CENTERLINE OF SAID SECTION 3 , 865 . 00 FEET; THENCE NORTH 00 DEGREES 07 MINUTES 24 SECONDS EAST 144 . 45 FEET; THENCE SOUTH 64 DEGREES 39 MINUTES 45 SECONDS WEST 115 . 57 FEET; THENCE SOUTH 75 DEGREES 11 MINUTES 25 SECONDS WEST 32 . 05 FEET; THENCE SOUTH 85 DEGREES 51 MINUTES 25 SECONDS WEST 35 . 98 FEET; THENCE NORTH 82 DEGREES 56 MINUTES 30 SECONDS WEST 50 . 82 FEET; THENCE NORTH 79 DEGREES 40 MINUTES 11 SECONDS WEST 176 . 50 FEET; THENCE NORTH 73 DEGREES 07 MINUTES 36 SECONDS WEST 39 . 37 FEET; THENCE NORTH 58 DEGREES 03 MINUTES 34 SECONDS WEST 43 . 87 FEET; THENCE NORTH 47 DEGREES 04 MINUTES 22 SECONDS WEST 35 . 17 FEET; THENCE NORTH 53 DEGREES 10 MINUTES 17 SECONDS WEST 24 . 61 FEET; THENCE SOUTH 00 DEGREES 07 MINUTES 24 SECONDS WEST 152 . 32 FEET; THENCE SOUTH 89 DEGREES 10 MINUTES 59 SECONDS WEST 981 . 13 FEET TO A POINT ON THE NORTH-SOUTH CENTERLINE OF SAID SECTION 3 ; THENCE NORTH 00 DEGREES 46 MINUTES 46 SECONDS EAST ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION 3 , 120 . 01 FEET; THENCE SOUTH 43 DEGREES 19 MINUTES 33 SECONDS WEST 200 . 91 FEET TO A POINT ON THE EAST-WEST CENTERLINE OF SAID SECTION 3 ; THENCE NORTH 89 DEGREES 52 MINUTES 36 SECONDS WEST ALONG THE EAST-WEST CENTERLINE OF SAID SECTION 3 , 2509 . 23 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 3 AND THE WEST QUARTER CORNER OF SAID SECTION 3 ; THENCE SOUTH 00 DEGREES 46 MINUTES 05 SECONDS ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3 , 1501 . 00 FEET; THENCE SOUTH 29 DEGREES 42 MINUTES 07 SECONDS EAST 176 . 53 FEET; THENCE SOUTH 28 DEGREES 21 MINUTES 28 SECONDS EAST 547 . 75 FEET; THENCE SOUTH 27 DEGREES 17 MINUTES 32 SECONDS EAST 500 . 18 FEET; THENCE SOUTH 27 DEGREES 15 MINUTES 33 SECONDS EAST 84 . 20 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 3 AND THE TRUE POINT OF BEGINNING, COUNTY OF WELD, STATE OF COLORADO. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PROPERTY: PAGE 2 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ALTA COMMITMENT SCHEDULE A Our Order # FC183170 -3 WEST RIGHT OF WAY LINE OF INTERSTATE HIGHWAY 25 , 606 . 07 FEET TO THE TRUE POINT OF BEGINNING, COUNTY OF WELD, STATE OF COLORADO . PAGE 4 * OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ALTA COMMITMENT SCHEDULE A Our Order # FC183170--3 "EXHIBIT A" BEGINNING AT THE EAST QUARTER CORNER OF SECTION 3 , TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO, AND CONSIDERING THE EAST LINE OF THE SOUTHEAST QUARTER AS BEARING NORTH 00 DEGREES 34 MINUTES 06 SECONDS EAST AND WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO . THENCE NORTH 89 DEGREES 52 MINUTES 36 SECONDS WEST ALONG THE NORTH LINE SOUTHEAST QUARTER, 250 . 00 FEET TO A POINT ON THE WEST RIGHT OF WAY OF INTERSTATE HIGHWAY 25 AND THE TRUE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 52 MINUTES 36 SECONDS WEST ALONG THE NORTH LINE SOUTHEAST QUARTER, 865 . 00 FEET; THENCE NORTH 00 DEGREES 07 MINUTES 24 SECONDS EAST 144 . 45 FEET; THENCE SOUTH 64 DEGREES 39 MINUTES 45 SECONDS WEST 115 . 57 FEET; THENCE SOUTH 76 DEGREES 11 MINUTES 25 SECONDS WEST 32 . 05 FEET; THENCE SOUTH 85 DEGREES 51 MINUTES 25 SECONDS WEST 35 . 98 FEET; THENCE NORTH 82 DEGREES 56 MINUTES 30 SECONDS WEST 50 . 82 FEET; THENCE NORTH 79 DEGREES 40 MINUTES 11 SECONDS WEST 176 . 50 FEET; THENCE NORTH 73 DEGREES 07 MINUTES 36 SECONDS WEST 39 . 37 FEET; THENCE NORTH 58 DEGREES 03 MINUTES 34 SECONDS WEST 43 . 87 FEET; THENCE NORTH 47 DEGREES 04 MINUTES 22 SECONDS WEST 35 . 18 FEET; THENCE NORTH 53 DEGREES 10 MINUTES 17 SECONDS WEST 24 . 61 FEET; THENCE SOUTH 00 DEGREES 07 MINUTES 24 SECONDS WEST 152 . 32 FEET; THENCE SOUTH 89 DEGREES 52 MINUTES 36 SECONDS EAST 32 . 14 FEET; THENCE SOUTH 0 DEGREES 07 MINUTES 24 SECONDS WEST 42 . 55 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER; THENCE ALONG THE ARC OF A CURVE TO THE LEFT WHOSE CHORD BEARS SOUTH 38 DEGREES 03 MINUTES 16 SECONDS EAST 462 . 49 FEET, WHOSE RADIUS IS 606 . 81 FEET AND WHOSE CENTRAL ANGLE IS 44 DEGREES 48 MINUTES 08 SECONDS ; THENCE NORTH 89 DEGREES 02 MINUTES 49 SECONDS EAST 694 . 47 FEET; THENCE SOUTH 54 DEGREES 47 MINUTES 04 SECONDS EAST 90 . 64 FEET; THENCE SOUTH 60 DEGREES 33 MINUTES 28 SECONDS WEST 64 . 33 FEET; THENCE SOUTH 45 DEGREES 12 MINUTES 12 SECONDS EAST 28 . 96 FEET; THENCE SOUTH 50 DEGREES 15 MINUTES 08 SECONDS EAST 69 . 78 FEET; THENCE SOUTH 53 DEGREES 51 MINUTES 12 SECONDS EAST 125 . 39 FEET; THENCE SOUTH 55 DEGREES 03 MINUTES 17 SECONDS EAST 58 . 18 FEET; THENCE SOUTH 89 DEGREES 52 MINUTES 36 SECONDS EAST 10 . 22 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF INTERSTATE HIGHWAY 25 ; THENCE NORTH 00 DEGREES 34 MINUTES 06 SECONDS EAST ALONG THE PAGE 3 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ALTA COMMITMENT SCHEDULE A Our Order # FC183170-3 POINT OF BEGINNING; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST ALONG THE SOUTH LINE OF SECTION 3 , 4385 . 68 FEET TO A POINT ON THE WEST RIGHT OF WAY OF INTERSTATE HIGHWAY 25 ; THENCE NORTH 00 DEGREES 34 MINUTES 06 EAST ALONG THE WEST RIGHT OF WAY OF INTERSTATE HIGHWAY 25 , 2645 . 11 FEET TO A POINT ON THE EAST-WEST CENTERLINE OF SAID SECTION 3 ; THENCE NORTH 89 DEGREES 52 MINUTES 36 SECONDS WEST ALONG THE EAST-WEST CENTERLINE OF SAID SECTION 3 , 865 . 00 FEET; THENCE NORTH 00 DEGREES 07 MINUTES 24 SECONDS EAST 144 . 45 FEET; THENCE SOUTH 64 DEGREES 39 MINUTES 45 SECONDS WEST 115 . 57 FEET; THENCE SOUTH 75 DEGREES 11 MINUTES 25 SECONDS WEST 32 . 05 FEET; THENCE SOUTH 85 DEGREES 51 MINUTES 25 SECONDS WEST 35 . 98 FEET; THENCE NORTH 82 DEGREES 56 MINUTES 30 SECONDS WEST 50 . 82 FEET; THENCE NORTH 79 DEGREES 40 MINUTES 11 SECONDS WEST 176 . 50 FEET; THENCE NORTH 73 DEGREES 07 MINUTES 36 SECONDS WEST 39 . 37 FEET; THENCE NORTH 58 DEGREES 03 MINUTES 34 SECONDS WEST 43 . 87 FEET; THENCE NORTH 47 DEGREES 04 MINUTES 22 SECONDS WEST 35 . 17 FEET; THENCE NORTH 53 DEGREES 10 MINUTES 17 SECONDS WEST 24 . 61 FEET; THENCE SOUTH 00 DEGREES 07 MINUTES 24 SECONDS WEST 152 . 32 FEET; THENCE SOUTH 89 DEGREES 10 MINUTES 59 SECONDS WEST 981 . 13 FEET TO A POINT ON THE NORTH-SOUTH CENTERLINE OF SAID SECTION 3 ; THENCE NORTH 00 DEGREES 46 MINUTES 46 SECONDS EAST ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION 3 , 120 . 01 FEET; THENCE SOUTH 43 DEGREES 19 MINUTES 33 SECONDS WEST 200 . 91 FEET TO A POINT ON THE EAST-WEST CENTERLINE OF SAID SECTION 3 ; THENCE NORTH 89 DEGREES 52 MINUTES 36 SECONDS WEST ALONG THE EAST-WEST CENTERLINE OF SAID SECTION 3 , 2509 . 23 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 3 AND THE WEST QUARTER CORNER OF SAID SECTION 3 ; THENCE SOUTH 00 DEGREES 46 MINUTES 05 SECONDS ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 3 , 1501 . 00 FEET; THENCE SOUTH 29 DEGREES 42 MINUTES 07 SECONDS EAST 176 . 53 FEET; THENCE SOUTH 28 DEGREES 21 MINUTES 28 SECONDS EAST 547 . 75 FEET; THENCE SOUTH 27 DEGREES 17 MINUTES 32 SECONDS EAST 500 . 18 FEET; THENCE SOUTH 27 DEGREES 15 MINUTES 33 SECONDS EAST 84 . 20 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 3 AND THE TRUE POINT OF BEGINNING, COUNTY OF WELD, STATE OF COLORADO . EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PROPERTY: PAGE 2 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ALTA COMMITMENT SCHEDULE A Our Order # FC183170-3 WEST RIGHT OF WAY LINE OF INTERSTATE HIGHWAY 25, 606 . 07 FEET TO THE TRUE POINT OF BEGINNING, COUNTY OF WELD, STATE OF COLORADO . PAGE 4 _.O RECOMMENDATIONS RECOMMENDATIONS FROM MIKE McDONOUGH 1. Developer participation shall be required in paving and landscaping WCR 7 and WCR 36 where the development is adjacent thereto in conformance with Town standards. • It is agreed that Wild View Land Company shall cooperate with adjacent developers to pave WCR 36. Landscaping will include fencing along the roadway adjacent to our property. Additional landscaping will include entryway monumentations and plant materials at locations to be determined 2. Developer must design and implement a storm drainage plan in accordance with Town standards in conjunction with review of a final plan. • It is the intention to provide for a storm drainage plan in accordance with the Town standards by means of detention and/or retention ponds as demonstrated. Further investigations are taking place to better understand the topography of the land and the Nature of the lake and additional water which historically runs through this land As Our plans develop and become more solidified—also will this storm drainage plan. 3. Developer must meet Town and School District requirements for land dedication or cash in lieu thereof at the time set forth in the policies governing same. • Wild View Land Company agrees to pay the school impact fee as described in "Exhibit A" School Planning Standards and Calculation of In Lieu Fees. • As per recommendation#6—There shall be the dedication of a 30-foot easement along WCR 7, WCR 36 and Interstate 25. The total land dedicated to the town to provide for these easements is 4.75 acres,calculated as follows: • WCR 7 2,800 ft.x 30 = 84,000 • WCR 36 2,200 ft x 30 = 66,000 • I .25 1,900 ft x 30 = 57.000 207,000/43,560 = 4.75 ac • This Land shall be reserved and dedicated to the community to use as they see fit We would envision that it may serve the town in a variety of ways. • Dedicated as an integral part of the proposed master trail system. • Allowed usage could include equestrian,pedestrian and bicycling. • Might serve for future expansion of public roadway systems. 4. A note should be added to the final plat precluding these outlots from being sold as buildable sites. • Done. Negotiations are also underway with the interested homeowners regarding the purchase for Outlots A,B and C- after the recording of our final plat If owners within the Lake Hollow subdivision are not interested in purchasing these outlots,they will be platted within the Belmont Park Annexation as a part of the lots that they are adjacent thereto. 5. Developer to participate with other developers similarly situated in the engineering and installation of sanitary sewer line to the Town's treatment facility. • The Wild View Development Team has been in contact with Mike Bean—Public Works Supervisor-who has indicated that the town has the capacity to serve our development. We have also been working with Ron Ehrlich regarding the cooperative agreement and understand that this agreement is currently in the hands of Rick Sampson—the Mead town attorney. It is our intention to cooperate with both Margil Farms and Jerry Forro on said agreement Our Engineering team has provided a conceptual map of on site facilities. Coordination of location for inflow from the North and discharge to the South at this time have not yet been identified Once identified and after review by the Town of Mead and their engineering team—this information will be added to our final plan. 6. That the developer agree to work with the town and other developers to fmd a physical and financial solution to ensure pedestrian safety between this development and the core area of town. • Please refer to item#3 which describes the pedestrian/equestrian easements which Are intended to provide a safe access through our subdivision along WCR 7, WCR 36 and Interstate 25. 7. Developer to provide two means of ingress and egress at all times during the development of the property. • There will be two means of access to our subdivision at all times during the development of the property. RECOMMENDATIONS FROM THE SEAR-BROWN GROUP 1. It is recommended that all existing and proposed utilities be planned out and shown up front in the application process so everyone involved is aware of the constraints for the project. • We are providing additional information to the Board of Trustees and General Public, which was not available to us upon application to the Town Planning Commission. After meeting with Public Service Company,Mountain Bell,Little Thompson Water District and our Engineering team, we can now conceptually show the proposed utilities as planned within our development These plans will be subject to review by the mead Town Engineer Sear Brown upon finalization. 2. Two detention facilities are planned north of County Road 36 within the Belmont Park Site. It is recommended that the Town of Mead Drainage master Plan concepts be shown on the sketch plan at this time for all to see. • It is our intention to provide detention facilities as required At this time,topographical surveying is in progress to verify actual field conditions that will dictate our final design. A general concept plan is being provided realizing that there may be adustments to lot boundaries once all information is accumulated It is our intention to comply with the Town of Mead's master drainage plan as is reasonable and we will provide a more detailed design for review by the Town Engineer prior to final plan approval. * CONDITIONS SET FORTH BY LITTLE THOMPSON WATER DISTRICT AND BERTHOUD FIRE PROTECTION DISTRICT WILL BE STRICTLY ADHERED TO. 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Fort Collins, Colorado June 1996 INTRODUCTION Cedar Creek Associates, Inc.(Cedar Creek)was retained by Swift&Associates to perform a wildlife habitat evaluation for the Longview Estates development parcel. The property consists of approximately 120 acres of land 0.75 mile north of Mead, Colorado. A development of low density housing, similar to the Lake Hollow Estates north of the property, is proposed for Longview Estates. The property is bounded on the north by the Lake Hollow Estates residential development and Parmelee Reservoir and on the south by County Road 30. Most of the western boundary abuts County Road 7. No distinct physical feature defines the eastern property boundary, but it corresponds to a north-south line approximately midway between a shallow, pastureland drainage (see next section) and a fenceline and reservoir to the east. A site reconnaissance of the property was completed on June 3, 1996 to evaluate habitats and potential wildlife utilization of the property. Information presented in this report summarizes Cedar Creek's findings and an assessment of possible impacts to possible sensitive wildlife resources. Recommendations for preservation as well as enhancement of important habitats are also provided. 1 HABITAT CHARACTERIZATION AND SPECIES UTILIZATION Topography on the property is relatively flat to gently rolling. A north-south oriented shallow drainage divides a grazed pasture area in the eastern one-quarter of the property. The drainage forms a downstream drainage continuation from Parmalee Reservoir and carries overflow and seepage from the reservoir. Parmelee Reservoir occupies approximately 6.3 acres and adjoins the northern boundary of the property at the northeast corner. Another larger(approximately 11.8 acres), unnamed irrigation reservoir is located near the eastern boundary of the property, also at the northeast property corner. Three habitats were identified within the property boundaries. They are cultivated cropland, irrigated pasture, and wetland. No suitable habitats for threatened or endangered wildlife species were located on or near the property. Bald eagles and American peregrine falcon may occasionally wander over the site during winter or migration, but suitable nesting habitat is not present. Based on U.S. Fish and Wildlife Service guidelines, wetland habitat on the property could support one federally listed plant species, Ute ladies'-tresses orchid (Spiranthes diluvialis). Livestock grazing in wetland habitat may reduce the likelihood of its presence, but a survey would have to be conducted between late July and the end of August to document presence or absence of Ute ladies'-tresses orchid. Cropland(cultivated cornfield) is the most extensive habitat, and it occupies the western two-thirds of the property. During most portions of the year, this habitat has little value for wildlife because of seasonal cultivation and the lack of forage and cover. As the corn crop matures, the cornfield may receive limited use by species such as white-tailed deer(Cdocoileus virginianus), raccoon (Procyon later), striped skunk (Mephitus mephitus), ring-necked pheasant (Phasianus colchicus), common grackle (Ouiscalus quiscula), and red-winged blackbird (Age/aius phoeniceus). Once the corn is harvested and cover is removed, wildlife use of this habitat is limited to occasional use by species such as Canada goose (Branta canadensis) foraging for corn left by harvest operations. Irrigated pasture is present over most of the remaining eastern portion of the property. The eastern third of this habitat is separated from the western two-thirds by a shallow, north-south oriented drainage described above. Wetland habitats are supported along the drainage and at small, isolated upland areas where seepage from irrigation ditches has been sufficient to support wetland vegetation. Vegetation present in the upland, non-wetland portions of irrigated pasture habitat consists primarily of a variety of pasture grass and weedy fort (herbaceous vegetation other than grasses) species. Representative species include smooth brome (Bromus inermis), orchardgrass (Dactyl's glomerata), red fescue(Festuca robra), Kentucky bluegrass (Poa pratensis), bluegrass (Pea sp.),western wheatgrass (Agropyron smBhh), cheatgrass (Bromus tectorum), clover (Trifolium sp.), field bindweed (Convolvulus arvensis), kochia 2 (Kochia s07paria), common mallow,(Melva neglecta), lambsquarters (Chenopodiumsp.), alfalfa(Medicago sativa),dandelion(Taraxacum officinale),thistle(Cirsium spp.), and wild licorice(Glycym'iiza lepidota). Irrigated pasture habitat supports a greater diversity of vegetation than cultivated cropland, but its habitat value is limited by livestock grazing that reduces available cover and increases the development of weedy forts. As a result cover and forage are limited for most wildlife species. Irrigated pasture provides suitable habitat for open grassland associated species such as western meadowlark(Stumella neglecta), Brewer's blackbird (Euphagus cyanocephalus), deer mouse (Peromyscus maniculatus), prairie vole (Microtus orchogaster), and white-tailed jackrabbit (Lepus americanus). This habitat may be hunted by open- country raptors such as red-tailed hawk(Buteo jamaicensis), northern harrier(Circus cyaneus), and great homed owl (Bubo virginianus) as well as mammalian predators such as coyote (Canis latrans), striped skunk, and red fox (Vulpes fulva). Although a formal wetland survey based on U.S. Army Corps of Engineers guidelines was not performed for this habitat assessment, wetland habitats were determined to be present along the entire length of the north-south drainage in irrigated pasture based on a predominance of wetland associated vegetation species. Wetland habitat is the most diverse and important habitat within the property, but its habitat value is limited somewhat by its narrow configuration and disturbance and grazing by livestock. Because of the presence of surface water at the southern end and along most of the northern half of the drainage, there has been considerable livestock trampling in wetland habitat. Along the drier portions of the drainage where surface water was not present, dominant vegetation species were rushes (Juncus spp.), sedges (Carex spp.), spike-rush (Eleocharis sp.), and three-square (Scirpus americanus). Where surface water was evident, vegetation was dominated by cattail (Typha latifolia) and soft-stem bulrush (Scirpus validus). In transitional areas between wetland and irrigated pasture, representative vegetation species were inland saltgrass (Distichlis stricta), orchardgrass, rush, showy milkweed (Asciepias speciosa), field horsetail (Equisetum arvense), and curly dock(Rumex crispus). Livestock use of wetland habitat has resulted in little development of vegetation cover except where stands of cattails or soft-stem bulrush are supported. As a result,wildlife species use of wetland habitat is similar to adjacent areas of irrigated pasture. Additional species potentially present in wetland habitat include tiger salamander (Ambystoma tigrinum), Woodhouse's toad (Buto woodhousei), chorus frog (Pseudacris triseriata), wandering garter snake (Thamnophis elegans), meadow vole (Microtus pennsylvanicus), common snipe (Gallinago gallinago), killdeer (Charadrius vociferus), red-winged blackbird,common yellowthroat(Geothlypis trichas), and song sparrow (Melospiza melodia). Red-winged blackbirds were observed nesting in the cattails at the northern edge of the property. 3 . Other important wildlife habitats that are adjacent to but not within the survey area are aquatic,wetland, and riparian habitats supported within or around the periphery of Parmalee Reservoir and the unnamed reservoir near the eastern side of the northeast corner of the property. Soft-stern bulrush is the predominant vegetation supported in wetland habitat around the perimeter of Parmalee Reservoir. This species has established in dense stands around the majority of the reservoir. Two medium-sized (12 to 14 inches dbh, diameter at breast height) plains cottonwoods (Populus sargentii) and a Russian-olive (Elaeagnus angustifolia) grow at the southern edge of the reservoir. A greater number and diversity of woody species are supported around the perimeter of the unnamed reservoir, especially the northern and eastern edges. Numerous large live plains cottonwoods (greater than 3 feet dbh) as well as standing and down dead trees were observed. In addition, large black willow (Salix nigra) trees and coyote willow(Salix exigua) shrubs grow around the perimeter. Herbaceous wetland species noted around the perimeter included cattail, soft-stem bulrush, sedges, and rushes. The two reservoirs provide habitat for migrating and summer populations of waterbirds from early spring through late fall when the reservoir surfaces are no frozen. Reservoir margins and associated wetland and riparian habitats provide additional habitat for a variety of songbirds, raptors such as great homed owl and red-tailed hawk, waterfowl, and shorebirds. Potential nesting habitat for waterfowl is present along the shoreline areas where wetland vegetation provides suitable cover. During the survey of the property, mallard, Canada goose, and double-crested cormorant were noted on the reservoirs, but no young of the year were observed. Woody vegetation around the unnamed reservoir provides additional habitat diversity in terms of increased numbers of vegetation species and increased variety in vegetation structure. Trees and shrubs along the shoreline areas provide wildlife cover as well as potential perch and nest sites for a variety of songbirds and raptor species such as red-tailed hawk, Swainson's hawk, and great-homed owl. However, no large stick nests representative of possible raptor nesting species were observed during the field survey. 4 • IMPACT ASSESSMENT AND MITIGATION / ENHANCEMENT OPPORTUNITIES As indicated the majority of the property supports cultivated cropland and irrigated pasture habitats. These habitats are common and widespread in the region, and low density housing development in these habitats would have minimal impact on local wildlife populations. Wildlife species in the area have adapted to human presence and development and would not be adversely affected. Housing development may actually enhance the area as wildlife habitat since considerable open space would remain with the proposed housing development. In addition woody tree and shrub species likely to be planted as residential landscaping would create additional habitat diversity that is not currently provided by cultivated cropland and irrigated pasture. Wetland habitat in the drainage in irrigated pasture is protected by Section 404 of the Clean Water Act, as administered by the U.S. Army Corps of Engineers (Corps) and the U.S. Environmental Protection Agency. No development or fill can occur in wetlands without the Corps' approval of these actions and required compensatory mitigation. It is recommended that the wetland drainage and a buffer zone of at least 25 feet along both sides of the wetland be maintained as open space. In addition removal of livestock grazing would provide for considerable wildlife habitat enhancement since natural vegetation growth patterns would be allowed to reestablish once livestock are removed. Livestock removal would also improve water quality in the wetland. If livestock are withdrawn from the area, shrub plantings could be utilized to further enhance the aesthetics of the site and improve wildlife cover and habitat diversity. Potential native shrub species that could be established around the perimeter of the wetland include willow, cottonwood, chokecherry (Prunus virginiana), golden current (Ribes aureum), snowberry (Symphoricarpos occidenfalis), serviceberry (Amelanchieralnifolia),and Woods rose (Rosa woodsir). It is also recommended that a minimum setback of a 100 feet be maintained between developed lots and wetland and riparian habitats around the perimeters of Parmalee and the unnamed reservoir. The creation of a setback between residential development and these two reservoirs would maintain a buffer zone of open space and provide for protection and continued wildlife utilization of these important habitat areas. 5 : a8 fl 1 s N♦ ST.-1 � o 6 R I a:... REO 1 1 \ ) tOV� e c te Icm 1 m / (y �: E�w W W Iid �9 • 1 . i a cw s f y 1 ~ ) m y u\ �, \:(..% a _litI N � i wl • 11( a 1\1 i\ U� 4pi 1 I It - isA r ,'� k ...I _.. a 5 en 3W64 F Rf ' � Z J $ 3 p Y R 11l li law W Yor _. u tURb > n 3 C o e, Ell 9 IS qq o Ii Jf bl / swsE N / iT o m i�Si m 2 o / cw LL o i ` St N w IL-co LO ii rr CO zrrr N / • Li 0 f1 9?U I ,- 1 J 2 w C in N F i�n \\\ It) I �\ N - EizI ry N �xnio n v N wI. N ,^i1 I EA N �• CO 7. \\ N o m m N I to �Il o m t ' / it I m / N el II ₹ RE5C o 0 MNkEE 1\\ n a 6 g 0 oIn tin- E�F w .. 5 I / 7 mW N OH O I ----- on 1 0 < I I i€ 04 W III m 0 2 cc - , 2 ya --- -I1 r arc I . I , I N I , ii ri 2182 6 ..---N F at 0.10 N5 3 , N 65 if N o Fw _ ID �3 ;i N N /- , / Ir CO w I IT N N Ivo N? 10 I r T x E Y [ A D O N rik%01( ATTACHED REPORTS SOIL CONDITIONS WATER AND SEWER TRAFFIC IMPACT PROTECTIVE COVENANTS PROTECTIVE COVENANTS Protective covenants are of great importance to us and are not to be taken lightly. Our team has scrutinized the covenants from our subdivision at Little Gaynor Lake, taking into consideration all the lessons we have learned from that valuable experience. After reviewing the covenants of Lake Hollow, of Chenango and of Vermillion Park-all acreage lots with availability for hones- Our team has compiled new covenants and the first draft is currently being reviewed by our attorney—Harvey Cohen with Dietze & Davis PC. Our covenants will cover issues specific to individual lots, community facilities and common areas within the subdivision. Property owners' rights as well as rules and regulations will be addressed as will covenants for maintenance and assessment. Architectural review and enforcement issues will be clearly laid out in both the covenants as well as in our design guidelines booklet which will be strictly adhered to. Permitted uses, lot restrictions, pet issues, landscaping and maintenance issues will also be addressed. Prior to final acceptance of our plat, a completed copy of our covenants will be made available for your review and comments. It is our intention to record the covenants simultaneously with the recording of our plat. TRAFFIC IMPACT This report is attempting to address the items numbered 10, 11 and 12 on the TOWN OF MEAD LAND USE CODE"FORM D-3 FINAL PLAN APPLICATION AND DECISION RECORD FOR A MAJOR LAND USE CHANGE. The maximum number of vehicles that can reasonably be expected to be parked in the area at any one time is estimated to be approximately 177 cars. This estimate is based upon 3 cars per household. It would be our opinion that on average, each household will typically have 2 cars—and a more realistic number would then be 118 cars. The estimated traffic flow would affect both Weld County Road 36 and Weld County Road 7 with entryways at each roadway ultimately feeding onto Weld County Road 7. We would anticipate that the increase might be as high as an additional 118+ cars per day and as low as 59- cars per day. Roadways as planned and demonstrated on our plat shall circulate traffic throughout our subdivision. No additional service areas, loading areas or major points of access to the public rights of way will be added. WATER AND SEWER Our Subdivision will be served by Little Thompson Water district and we have been assured that their system can meet our needs as requested. Attached, please review the AGREEMENT FOR CONSTRUCTION OF SEWER LINE AND GRANT OF SEWER EASEMENT,which we are in the process of finalizing with the Margil Farms subdivision and the developers of the Donaldson/Turner annexation. Please also review the letters from Richard E. Samson and The Sear-Brown group in reference to our proposed sewage disposal system. It is our intention to meet what technical requirements as are deemed necessary by the town and their professionals regarding this system which is in the process of being designed at this time. As our plans progress, and as the plans of the Margil Farms subdivision and of Apple homes progress...all necessary information will be made available to Kevin Gingery at SEAR-BROWN. When all information is compiled regarding the three subdivisions involved,we will be able to complete this integral portion of the requirements to obtain a finalized plat. SEWAGE PRODUCTION According to the Town of Mead Design standards, Sewage production shall be determined based upon the following factors: 100 gallons per person / per day 3.7 people per dwelling Based upon these calculations, the daily average gallons of production would be 21,830 * Peaking factors are to be determined by the town SOIL CONDITIONS A preliminary report by the US Department of Agriculture was obtained from the Natural Resources Conservation Service. There are no indications based on their studies that problem soils exist on our site, however we in no way believe that this report eliminates the need for additional on-site investigation. Aerial photography work and digitizing has been completed to determine the topography of the land and will now allow us to determine the locations of our building sites within the subdivision. Once building site locations are determined,we will contract with Empire Laboratories to perform extensive soils testing. It is anticipated that this testing will be completed within the next few weeks as we move forward with our process. The reports and maps, which are generated from such testing, will be made available to the Town of Mead and their engineer, Kevin Gingery at SEAR/BROWN Coln to • i 3 © z i 6 ° • � 0 2 , o ! j ■ • , � - � � 6 ° - ' } : 4 4 el 4' -- Q, \ / ■ ° CJ t.4 � � « ` , , ! _ � k I a % ^ �t %)a rit4 tol � P; I I -,J , � y 1-ill � j ' 3 , a {, jIIII ® p � � iVIII v¢ "-k- . i. , J. .:, II:afk !u h I1 ` C '7 tt 11"II 1' IgI,I111 P111'1` I " I / J ,Z'41,111 i, ilul`'11i1 1 y. ;� I�i114 1;t : ' se• I 3x, ;; , III ►, I I Ir � � II I k141�. �1t �z �NV N � I i1I'4 ,N. II u l I 11111 1 ii V,I e I 0 r . 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'If 1 ,1 1 a _ I e Salk il 1 ,.= e.,Roo 4 ° ,p 1 ,.. _ tier- ME —1', ; E' iild 1'-- I�NIh: Ir • �,i1 Jl ll - i•Ail I �II• ,._ .it. •:,41 i4 . :i,l f ,I,,,,,,,"ig , I , -Ai'.a. , " \- �-, ,• 14. `ail . liiI �,.F I• - 1 - -t -iiis ',' ..-' ��r 1j ®11i r 1....isr:.:,,t...._ .:- .k..,:sA r plb, .li I‘oi:, 4 �1� i iiiSr r•� A , 1 � 'i '' • ', `)'X41 1•� r-= 1 I l�( J 1 �.kI TOWN OF MEAD LAND USE CODE FORM D-4 FISCAL ANALYSIS (Required for all Conceptual and Final Applications) (for Major Land Use Changes) Applicable Section(s): Copies Required: Applicant's name,address and telephone number: Wild View Land Company P.O. Box 19439 - Boulder, Colorado 80308-2439 ( 303) -652-8220 Name of the Project: Belmont Park Annexation REVENUES. A. Recurring Revenues: 1. Property Tax. Market value all single family units f29$00)00/01(1) x factor[ 10.36% r=Assessed Valuation [3)0$(otZcq Market value all multi-family units[ 10) x factor[ 10.36% 1c2)=Assessed Valuation Market value all mobile home units[ ]0) x factor[ 10.36% ]r`)=Assessed Valuation Market value all non-residential structures[ )<') x factor[ 29% )o)=Assessed Valuation Total Assessed Valuation [.05&)zw] Total Assessed Valuation I flS )Za/x Town mill levy[ 18.844 mills ](')=Town Property Tax Revenue [ 57,s9 I ] Total Assessed Valuation[3,0Sb,Zci71 x School mill levy[ 48,432 mills )<')=School Property Tax Revenue [ /48,06 a)Devdapees projected market vahut t Call catty assessor to determine what factor to use ia order to ohtal ant avmed value etprcpased devdopmmt from market value in the area of Coated the Town Clerk for ant factors oavoawvvoe ranee act.1996 1 Total Assessed Valuation[3,056,ZX 1 x Fire District mill levy[ 9.322 mills r3)=Fire District Property Tax Revenue [ )8,461o1 Total Assessed Valuation[31056)ZCb]x County mill levy[ 22.038 mills ]t',=County Property Tax Revenue ( 4,7,353 1 Total Assessed Valuation(3 05b�1 x all other mill levies[ 2.900 mills ]t'�=Other Property Tax Revenue ( gr Res Total Property Tax Revenue [31013tS 1 2. Sales Tax. Population in the development( /1-7- ]x the last year's per capita collection f $65.54 ]3' =total annual sales tax revenue [ f/, 3. Water Revenue,If Applicable. Population in the development( /7- 1 x the last year's per capita collection f $130.00 ](3) =total annual water tax revenue [ 4/A 4. Sewer Revenue,If Applicable. Population in the development[ 13 7- 1 x the last year's per capita collection f $60.21 ]13) =total annual sewer tax revenue I /4 AS7 1 5. Other Revenue(taxes,fees,permits,etc.). Population in the development I 17 1 x the last year's per capita collection[ $78.71 ]0) =total annual other tax revenue [/3)43 v2-1 TOTAL RECURRING REVENUE f 3q&JSZY-ii B. One-Time Revenues. 1. Building Permits. Market value of structure(s)( c' ]t'r x factor f $15.00 ]t'>=building permit revenue f 885 2. Use Taxes. Market value of structure(s) �,51:4 " x 50%x 2%=use tax revenue (a9coo] °'Devekpa's projected market value. Call county assessor to determine what fa to use in ceder to obtain<sat assessed value of proposed development from marker welt the a P1 Camas the Town Oak for amt faun. n-4PONLWPS Maid,29.1996 1 3. Water Plant Investment. Total taps x factor[ $4,500.00 13)=total PT 4. Sewer Plant Investment. Total taps x factor[ $1.200.00 ]<'l=total PIF r 10130) TOTAL ONE TIME REVENUE [344 & 15 IL EXPENDITURES. A. Recurrine Costs. .1. Street Maintenance. Acres in development f <7210 ]x 4%x factor[ $2287.00 ]t'> =total street maintenance costs r gat-C91 ] 2. Police Protection. Projected population at full development r /9"7" 1 x per capita cost of police protection[ $38.07 ]t'l =total police protection costs L6 338 j 3. General Government. Projected population at full development r !7-7- 1 x per capita cost of general government r $87.18 ]t') =total general government costs r /s-,43I ] 4. Parks and Recreation. Projected population at full development I / '3" ] x per capita cost of park maintenance[$10.00 ]t'l �! =total park maintenance costs r ] Projected population at full development r in 1 x per capita cost of recreation program r $0.00 ]t'l =total recreation program costs r l 1 5. Water Treatment and Delivery. Projected population at full development r in ] x per capita cost of water treatment and [ N/A- delivery[ $221.42 ]r't=total water costs o>De elapets projected market value Pt Call come/assessor to dae®me what factor to use in order to obtain current assessed value of proposed developmeat from market value in the area Pt Cematt the TOW II Clerk for current factors D.4PORM.WP7 March 29.MO 3 6. Sewer Collection and Treatment. Projected population at full development r x per capita cost of sewer collection and treatment[ $100.20 ]t'I=total sewer costs r /7/93S 1 7. Storm Water and Drainage. Projected population at full development[ /3-9- 1 x per capita cost of storm water and drainage i maintenance[ 1at=total storm water costs TOTAL RECURRING COSTS [ f: r.433 ] B. One-Time Costs. 1. Park and Recreation. Projected population at full development[ x.001 facilities per capita x 5,000 sq.ft x average cost per sq.ft for recreation facilities I $65.00 ]t') =total recreation facilities costs 2. Water Plant. Projected population at full development r 1 x gallons per capita[ 220 ]t'i x cost per gallon of ALA capacity[ $5.50 1(3)=total cost of water plant [ N L A' 3. Sewer Plant. Projected population at full development r " 1 x gallons per capital' 120 gal. ]t'>x cost per gallon of capacity[ $3.50 1(')=total cost of sewer plant [14040'f0 1 TOTAL ONE-TIME COSTS r 74-13`t0 ] TOTAL RECURRING REVENUES r 3'46,504) TOTAL RECURRING EXPENDITURES r kit33 1 DIFFERENCE [ 023.0,67-11 TOTAL ONE-TIME REVENUES „WfsS TOTAL ONE-TIME EXPENDITURES 1 3 DIFFERENCE ra93'tiL 0t Devdopetspretjectedenarket value. CI)Call minty assessor to determine what factor to use in order to obtain amt assessed value of proposed development trot market value in the area m Contact the Town Clerk for=rat fawn o.aroiatwrs torah za,1996 4 ************************************************************************* III. Signature of the Applicant. By this acknowledgm th ••- ed h- by certify that the above information is complete and true.(If the applicant is not the o• •er( fth su ject pr •erty,the owner(s),mortgage and/or lienholder shall also sign the Application.) `�. Owner �� Date: Owner. `�' X11 Date: 1 Applicant `31 Oviff U�J� 1UU.Ut e: Li g-7 (attach additional signatures as necessary) STATE OF COLORADO) ) SS. COUNTY OF ) The foregoingtn5hnmcutt was.acknowledged before me this 01- ..-462:9z day of 1 _, 19 0/by_ A,04-4 41.-J WycessMyhnexndes: iD�lla. ZOfi0 �% Witness My hand and official sea(. n� (//i."`� (� N Public ZL PDfrfl D 4/50/e18 o-4R09*.WPS March 29.1999 S TOWN OF MEAD LAND USE CODE FORM D-5 AGREEMENT FOR PAYMENT OF REVIEW AND DEVELOPMENT EXPENSES INCURRED BY THE TOWN THIS AGREEMENT, made and entered into this 27day of May , A.D. 198 by and between the TOWN OF MEAD, COLORADO, a municipal Corporation, hereinafter referred to as "the Town,"and Marvin J. Davis — President , hereinafter referred to as "the Owner,' Wild View Land Company LLC WITNESSETH: WHEREAS, the Owner owns of certain property situated in the County of Weld, State of Colorado, and legally described as follows, to-wit: Please see attached legal description as attachment A WHEREAS, the development process included all aspects of land use including but not limited to annexation, subdivision, change of land use and the installation of public improvements; and WHEREAS, the Owner desires to develop said property and has made application to the Board of Trustees of the Town of Mead for approval of The Belmont Park Annexation ; and WHEREAS, the Parties hereto recognize that the land use fees as specified by the Municipal Code of the Town of Mead may not be adequate to fully cover the Town's expenses in considering the referenced application, including, but not limited to, legal publications, engineering services, attorney fees, consultant fees, reproduction of material, public hearing expenses and recording documents; and WHEREAS, the Parties hereto recognize that the Town will continue to incur expenses throughout the entire development process until final completion of the project, including but not limited to engineering services, attorney fees, consultant fees, reproduction of material, securing permits and easements; NOW, THEREFORE, in consideration of the premises and of the mutual promises and conditions hereinafter contained, it is hereby agreed as follows: 1. FULL AND SEPARATE ACCOUNTING OF REVIEW AND DEVELOPMENT EXPENSES. The Town will maintain separate accounts of all monies expended as a result of the review of the above referenced application throughout the development process. Monthly statements of expenses incurred will be made available to the Owner by the Town. Expenses charged to the Owner's account shall include, but shall not be limited to legal publications, engineering services, attorney fees, consultant fees, reproduction of material, public hearing expenses, the securing of permits and easements and the recording of documents. 2. EXPENDITURE OF FEES PAID BY THE OWNER. The Town shall expend the monies collected from the Owner in the form of land use fees, in the payment of expenses incurred in processing the Owner's request, through the development process until final completion of the project, including, but not limited to, fees charged to the Town for legal publications, engineering services, attorney services, consultant services, reproduction of material, public hearing 0.FORM.W% Ortobr 26,1996 1 expenses, the securing of permits and easements and the recording of documents. 3. PAYMENT OF REVIEW AND OTHER EXPENSES BY THE OWNER. In the event that the Town incurs expenses for the review of the Owner's request, through the development process until final completion of the project, greater than the monies collected from the Owner in the form of land use fees, the Owner shall reimburse the Town for the additional expenses. Said reimbursement shall be made within ten (10) days of the Town submitting an invoice for the expenses. Failure by the Owner to pay within the specified time shall be cause for the Town to cease processing the application, or deny approval of the application,withhold the issuance of building permits or certificates of occupancy. 4. APPLICATION TERMINATION. Except where the law or an agreement with the Town provides otherwise, the Owner may terminate his application at any time by giving written notice to the Town. The Town shall immediately take all reasonable steps necessary to terminate the accrual of costs to the Owner e.g., notify newspapers to cancel publications, etc. The Owner will continue to be liable for all costs reasonably incurred by the Town to terminate the application. 5. COLLECTION OF FEES AND COSTS. If the Owner fails to pay the fees required herein when due, the Town may take those steps necessary and authorized by law to collect the fees due. The Town shall also be entitled to all court and attorney's fees, other costs incurred in collection and interest on the amount due at the rate of 18% per annum. IN WITNESS WHEREOF, the Town and the Owner have c ed this Agreement to be duly executed on the day and year first above written. By this ackno ed en , the undersigned hereby certify that the above information is complete and true. (If the applic nt is n t th o i r(s) of the subject property, the owner(s), mortgage and/or lienholder shall also sign the p lica ion. Owner: Owner: Applicant: U1--OUROS) U 4 U V j tU ' Po4 (attach additional signatures as necessary) ATTEST: TOWN OF MEAD By Town Clerk • TMayor STATE OF COLORADO ) SS. COUNTY OF The foregoing instrument was acknowledged before me this day of , 19 _by My commission expires: Witness My hand and official seal. Notary Public OdFORN.WP6 October 26.1995 2 June 29, 1998 Board of Trustees and General Public LETTER OF INTENT BELMONT PARK ANNEXATION This letter shall serve as a letter of intent to define the anticipated project the Wild View Land Company Development Team is proposing for your approval at the upcoming Town of Mead public hearing on July 13, 1998. The project as approved by the planning commission shall include 59 homesites ranging from 2.1 acres to 11 acres in size. Under the definition provided by the Land Use Code, such land usage would be considered as "low density and very low density residential." As illustrated on the plat, approximately 45 acres within the property shall be designated open space and Wildlife Habitat. With an intense interest in maintaining the land in as close to a natural state as possible, landscape design requirements will be put into place which will allow individual homeowners to enjoy both manicured landscaping and "low maintenance" agricultural or natural use and a level of maintenance within these standards will be required to assure a collectively cared for finished product. While horses will be allowed, the number per lot will be restricted and grazing restrictions will be put into place with strict guidelines regarding the construction and maintenance of any out buildings upon any lot within the community. As previously mentioned, it is our intention to create an upscale community with 59 custom home sites ranging in price from $ 80,000 to $ 190,000 with custom homes priced within the $ 400,000 to $ 700,000 range. Rigid architectural control and design standards will ensure the expected high quality within our subdivision. The design and architectural guidelines used within our recently completed subdivision"Wild View" will be modified slightly and upgraded to produce a finished quality subdivision equal to if not above the standards of quality as demonstrated at Wild View. We would like to encourage any interested party to tour the Wild View subdivision at their leisure to better understand the sort of community we are proposing to the Town of Mead. It is our intention to work with many of the same quality builders who built in Wild View and to enhance this group with additional builders from the Longmont and Denver Metropolitan area as well as any local builders who can meet our high standards. Wild View is located South of Longmont on 95ih Street(Hover Road)and Oxford Road at Little Gaynor Lake. If there is any additional information we may provide to you regarding this proposal, please feel free to contact our office at 535-9200. We are excited about moving forward with this project nd . o ,ry i ound yet this year. in er ly; arvi . Davis President Wild'View Land Company lam' i i el Li 4. • ♦ . D \ I. 1p` . ri4 V 1 * I \ 1 .� a a p 3(ilL� / J irio / .• 4,, , ....„ :, ‘” (2.:,iiii/ M :IIpI / 3k . ; y L.:. ` -" r v 1 2 ._ • :� = ' o r� i to1. ii H s cy V4 44 44 SIII ii. Z V Wa 44 ` _ .s , `, • O.,% all Alt e • 0 , N% . / I . ___ ... r .. _ ,� �u II 17 j !� U -f + �� . IS � c.I >�--�:Is,: .. -/ /2 ---, t'. .. Hello