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Home My WebLink About20001965.tiff API 2,844. '.. (J City of Dacono , Colorado six I re 3.1 TO: Clerk of Weld County Board of County Commissioners DATE: August 9, 2000 The Dacono City Hall has received the following item for review: Applicant Community Development Group Case Number Please Reply By September 8, 2000 Contact Sherry Albertson-Clark Project Sweetgrass Preliminary Plat—Parcel 2 (Ref. —The Lakes Annexation) Legal Portion of SEC 14, TIN,R68W Location Northeast of I-25 and WCR 8 Parcel Number The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the City of Dacono. If you have any further questions regarding the application, please call City Hall. ❑ We have reviewed the request and find that it does/does not comply with our Code. ❑ We have reviewed the request and find no conflicts with our interests. LI See attached letter. Comments:, Signature Date Agency 2000-1965 512 Cherry Street • Post Office Box 186 • Dacono, Colorado IfU514 i, , a) Local— (303) 833-2317 Metro— (303) 833-5562 Fax—(303) 833-5528 rc`�`e RA h) � l ,�,0 e 0 : AZ ��©ri, «) i/ti nom; (#Al so le_ ( �� n City of Dacono , Colorado • TO: Clerk of Weld County Board of County Commissioners DATE: August 9, 2000 The Dacono City Hall has received the following item for review: Applicant Community Development Group Case Number Please Reply By September 8, 2000 Contact Sherry Albertson-Clark Project Sweetgrass Preliminary Plat—Master Plan (Ref. —The Lakes Annexation) Legal Portion of SEC 14, TIN, R68W Location Northeast of I-25 and WCR 8 Parcel Number The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the City of Dacono. If you have any further questions regarding the application, please call City Hall. ❑ We have reviewed the request and find that it does/ does not comply with our Code. ❑ We have reviewed the request and find no conflicts with our interests. ❑ See attached letter. Comments:) Signature Date Agency 512 Cherry Street • Post Office Box 186 • Dacono, Colorado 80514 Local—(303) 833-2317 Metro—(303)833-5562 Fax—(303) 833-5528 rir City of Dacono , Colorado TO: Clerk of Weld County Board of County Commissioners DATE: August 9, 2000 The Dacono City Hall has received the following item for review: Applicant Community Development Group Case Number Please Reply By September 8, 2000 Contact Sherry Albertson-Clark Project Sweetgrass Preliminary Plat—Parcel 15 CRef. —The Lakes Annexation) Legal Portion of SEC 14, TIN,R68W Location Northeast ofI-25 and WCR 8 Parcel Number The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the City of Dacono. If you have any further questions regarding the application, please call City Hall. ❑ We have reviewed the request and find that it does/does not comply with our Code. ❑ We have reviewed the request and find no conflicts with our interests. ❑ See attached letter. Comments:. Signature Date Agency 512 Cherry Street • Post Office Box 186 • Dacono, Colorado 80514 Local— (303) 833-2317 Metro— (303)833-5562 Fax—(303)833-5528 i , 1'4 yilibile/r_ 24 4 4 , r i . r 10 4 tfi AI fi a ii 1 Master. Plan/PUD Application b. oi Dacono, Colorado August 8. 2000 s_it 54VIEV4144 Dacono, Colorado MASTER PLAN/ PLANNED UNIT DEVELOPMENT PLAN APPLICATION Submitted To: City of Dacono P.O. Box 186 Dacono, Colorado 80514 Helen Gray - Administrator Sherry Albertson-Clark - Project Planner Submitted By: Community Designer and Engineering Consultants Downing, Thorpe & James, Inc. 1881 Ninth Street, Suite 103 Boulder, Colorado 80302 303-443-7533 Susan M. Wade — Project Manager, Planning William P. Reilly — Project Manager, Engineering Submitted For: Applicant Community Development Group/ Dacono Properties, LLC 2500 Arapahoe Avenue, Suite 220 Boulder, Colorado 80302 303-442-2299 Jon R. Lee — Executive Vice President Date Submitted August 8, 2000 ARCHITECTURE PLANNING LANDSCAPE ARCHITECTURE ENGINEERING August 8, 2000 Ms. Helen Gray, Administrator DOWNING P.O DA THORPE P.O.. Box 186 JAMES Dacono, Colorado 80514 Ms. Sherry Albertson-Clark City of Dacono Project Planner ALBERTSON CLARK ASSOCIATES 5313 Fairway Six Drive Fort Collins, Colorado 80525 RE: Sweetgrass Master Plan/PUD Submittal Request Dear Helen and Sherry: Downing, Thorpe & James, Inc. (DTJ) and Community Development Group (CDG) are pleased to submit the following Master Plan/PUD Request for the Sweetgrass Neighborhood. We are confident that the proposed plan, development concept, and strategy for the property lays the groundwork for a distinctive planned development that will be a valued addition to the larger community, a good neighbor to the existing and future development, and a highly desirable place to live. Community Development Group is a well-known and successful developer in the Denver Metro Area. CDG specializes in a wide range of market types and community sizes including, the Broadlands in Broomfield, Coal Creek in Louisville, and Weatherstone in Westminster. With CDG's success in the North Denver Area, plans were made to keep looking and moving north to provide entry level communities along the 1-25 Corridor. A key part of these expansion plans is a consulting association with Downing, Thorpe & James, Inc. (DTJ) of Boulder, a nationally recognized specialist in Residential Planning, Architecture, and Engineering. Together, CDG and DTJ have evolved a Master Plan/PUD for Sweetgrass that is innovative, exciting, and efficient, while accommodating the objectives of the City. We hope we have addressed the Master Plan/PUD requirements in detail in the enclosed submittal, but welcome any questions or requests for clarification. Thank you for your consideration. Sincerely, DOWNING, THORPE & JAMES, INC. cum UJcCe__ Susan M. Wade, ASLA Project Manager Associate ■ TLC:jsi S:\WP\Dacono\Letter for PUD Application.doc 1881 Nlnth Street,Suite 103 Boulder,Colorado 80302 303-443-7533 Fax 303-443-7534 dagatt f•' • CITY OF DACONO LAND USE 1 y'' APPLICATION FORM Land Use Information Project Name: Sweetgrass (Master/PUD) aka The Lakes Annexation Project Location: Northwest of the intersection of County Road 8 and 11 Project Description: Residential Community with Commerical Gross Acreage of Project: 515.912AC Existing Zoning: R1 and Cl Proposed Zoning: PUD Proposed Use(s): Residential and Commercial Total≥#of Dwelling Units: 1,190-1,756 Maximum Total Gross Floor Area(non-residential projects): 1,074,270-2,888,460 SF Maximum General Information Owner'sName(s): Community Development Group/Dacono Properties, LLC Street Address: 2500 Arapahoe Avenue, Suite 220 City, State, Zip: Boulder, CO 80302 Applicant/Consultant(s) Name Downing, Thorpe & James, Inc. Street Address: 1881 Ninth Street, Suite 103 City, State, Zip: Boulder, CO 80302 (303) 443-7533 Type of Request* (please check type of application submitted) _Annexation and Zoning$2,500 _Variances, appeals $25 _ Special Use Permit$45 Special Use Permit, Multiple Application $100 _ Special Review $50 _Rezoning $500 _Subdivision or PhD (4 or less lots) $500 x Subdivision or PUD (more than 4 lots) $2,500 _Site Plan $500 *Applicable fees must be paid at time of submittal. In addition to fees, actual costs for advertising, postage, legal, engineering and planning expenses incurred by the City for the particular application will be charged to the property owner or applicant. Certification: I certify that the information and exhibits submitted are true and correct to the best of my knowledge and that in filing this application, I am acting with the knowledge, consent and authority of the owners of the property. Name: Susan Wade, Downing, Thorpe & James Inc. Address: 1881 Ninth Street, Suite 103, Boulder, CO 80302 Telephone: (303) 443-7533 C JUN 06 ' 00 08 : 12 970 223 7144 PAGE . 005 TABLE OF CONTENTS Cover Letter Application I. Introduction 1. Background and Intent 2. Location and Description • Vicinity Map (Figure 1) 11. Development Concept • Master Plan/PUD (Figure 2) 1. Residential Neighborhood Design • Development Standards (Figure 3) a. Single Family Detached - Low (3.5 — 4.0 du/ac.) (Figure 4) b. Single Family Detached - Moderate (4.0 - 5.0 du/ac.) (Figure 5) c. Cluster Single Family Detached/Single Family Attached (5.0 - 8.0 du/ac.) (Figure 6) d. Single Family Attached/Townhome/Multi-Family (8.0 - 12.0 du/ac.) (Figure 7) 2. Neighborhood Commercial Design (Figure 8) 3. Highway Commercial Design (Figure 9) 4. Neighborhood Features a. Neighborhood Recreation Center (Figure 10) b. Parks and Open Space System (Figure 11) c. Project Entries (Figure 12) d. Elementary School e. Streetscape and Perimeter Buffer Areas (Figure 13) 5. Site Access and Circulation System • Arterial and Collector Street Sections (Figure 14) • Residential Street Sections (Figure 15) • Highway Commercial Street Sections (Figure 16) 6. Project Phasing (Figure 17) III. Utility and Infrastructure Systems 1. Geology, Soils, Wetlands, Subsidence, Earthwork and Grading • Eagle Mine Map (Figure 18) a. Wetlands • Wetlands and Existing Irrigation Ditches (Figure 19) b. Existing Irrigation Ditches SOtart444 DTJ Master Plan/PUD August 8, 2000 T0C 2. Water Distribution and Fire Protection a. Water Distribution b. Fire Protection • Fire Station Location, Route Map, and Access Points (Figure 20) 3. Sanitary Sewer Collection 4. Natural Gas Service and Oil/Gas Production Wells 5. Electric 6. Telecommunications 7. Roadways and Streets a. Access Points b. Traffic Impact Analysis c. Proposed Roadway and Street Improvements 8. Storm Drainage IV. Appendix 1. Legal Description 2. Annexation Agreement _ V. Exhibits 1. Annexation Map 2. Zoning Map 3. Acreage Summary Map 4. Boundary Survey (in rear pocket) 5. Water and Sanitary Sewer System Master Plan (in rear pocket) 6. Master Plan/PUD (in rear pocket) \\CAIROWOLl\SHARE\WP\Dacono\TABLE OF C0NTENTS.doc SWea1 DTJ Master Plan/PUD August 8, 2000 TOC I. INTRODUCTION 1. Background and Intent Community Development Group (CDG) of Boulder, Colorado is pleased to submit this Master Plan/ PUD for Sweetgrass, a 515.9-acre planned residential and commercial community, to the City of Dacono for review and approval. The land is currently owned by Union Pacific Land Resources Corporation, a Nebraska corporation. The future owner and developer is Dacono Properties, LLC, a Colorado Limited Liability Company, which also goes by the name Community Development Group. The legal description of the property is enclosed in the Appendix. Land Title Guarantee Company has prepared an ALTA Commitment, a copy of which is enclosed in this Submittal. In April, CDG began the process to annex the property into the City of Dacono. On June 26, 2000, a hearing was held to approve the annexation and initial zoning; the west 117.8 acres was zoned C1 - Commercial Development and the remaining 398.1 acres was zoned R1 - Residential District (see Annexation and Zoning maps in the Appendix). The project was previously named and annexed as "The Lakes". It is now being called "Sweetgrass". During this annexation process, DTJ has prepared Conceptual Master Plan Studies and neighborhood character pieces to help visualize the Sweetgrass neighborhood elements. DTJ identified key design features for the Sweetgrass neighborhood. The City's goal was to maximize open space, identify commercial commitments, and incorporate a mix of residential prototypes. Design elements important to CDG are attracting the appropriate market segment, providing neighborhood open space elements with pedestrian connections, and creating a sense of neighborhood, with an overall landscape and architectural character. 2. Location and Description Sweetgrass encompasses 515.912 acres of land located in portions of Section 11, 13 and 14, Township 1 North, Range 68, West of the Principal Meridian, Weld County, (see Vicinity Map Figure 1). The site is bounded on the North by County Road 10 and the Colorado National Speedway zoned Industrial (I-1) in the City of Dacono; on the East by County Road 11 and undeveloped Weld County land zoned Agriculture (A) and property annexed into the City of Dacono; on the South by County Road 8 and the Union Pacific Railroad R.O.W. and land zoned Commercial (C-1) in the City of Dacono for the future Dacono Factory Outlet Mall; and on the West by Interstate 25 freeway and frontage road R.O.W. When the proposed future county road rights-of-way are dedicated (60 feet from section lines) and the 100-foot railroad R.O.W. are removed, the net developable site area is 489.328 acres (see Acreage Summary Map in the Appendix). A boundary survey has been prepared by EMK Consultants, Inc. The survey shows locations of existing railroad R.O.W., existing county road dedications (generally 30 feet from section lines), gas pipeline easements, electric easements, Stanley Ditch, Farmers Reservoir & Irrigation Co. ditches, and oil and gas rights-of-way and leases as described in the title commitment. (See Boundary Survey in the Exhibits in the back of this document). 54"414444DTJ Master Plan/PUD August 8, 2000 Page 1 VICINITY MAP (Figure 1) To LOVELAND I (22 miles) �- STATE HIM'. 52 - ` Q O DACrCJNb."1 - z z ! COUNTY ROAD 12 ft Q 11 5 cao. F ran Z WEEP- WAY COUNTY ROAD 10 in sWEETGRAss 15 µ TT 15 TO ERIE 7J \ Z COUNTY ROAD s ! J3 8 _ 24 COUNTY ROAD S \ ti - O2 v vro D�vER v - v (10 miles) R:\W P\Dacono\INTRODUCTION.Eoc 54Vtarivn DTJ Master Plan/PUD August 8, 2000 Page 2 II. DEVELOPMENT CONCEPT Sweetgrass is proposed as a Planned Unit Development to serve the future housing needs of _ Dacono. It is envisioned to be a distinct residential and commercial neighborhood integrating intimately scaled housing sub-neighborhoods and gathering places with highway commercial and neighborhood commercial components. The Master Plan is organized into 19 Planning Areas (PA-1 to PA-19) defined by open space features, natural amenities, easements, adjacent roads and the project's central collector roadway (see Master Plan/PUD Figure 2). The project consists of 515.9 acres. This includes 286.69 acres in residential uses with a maximum total of 1,756 dwelling units (with a density range from 3.5 — 12.0 dwelling units per acre). This residential development is divided into small sub-neighborhood parcels creating diversity and variety. Three Commercial Planning Areas are proposed to provide neighborhood services such as grocery store, corner market, dry cleaning, day care, service station, etc. The Highway Commercial site will provide light industrial and retail commercial opportunities along the Interstate 25 Frontage Road. The site's natural features and rural location leads us to envision a country/rural character for the neighborhood. Building materials, textures, forms and landscape material will reinforce the rural character of Dacono and the surrounding communities. 54"4134444 DTJ Master Plan/PUD August 8, 2000 Page 3 _ 4' _. - Ae+UMTY.IFEYAT9 s2 _ �: yr. YI` d if i i`� -- , 1..-,ii PA-1, ,t 'j PA1O i .1 .p. \,,,-,,t,- — ' PA 4 �� PA-6 Ii �� •ID ACV k � �v.an 1'yTx�, •OgfM Yrl. 1 \\ i ( Z f II � ' 'IAA-11� 1 �, n I NG L • 1 '"� PAi'Ti /p 3 _ ra �a d� 7/°' PA-14 a.rcviar4m J/J - 917E TABULATION: � '�°'�— ,,,-✓"� � --- �1. Amewtan Ara 1 9 515 .c. 174.1004 ROW 59 4291.a NN 0.1544045bAlaof AC J I�f N_c�AIM 4tiOM+•4 Ea11M �H USA `� : f• �' ,� 1390 CommM4F 50 6U 69 ,11 \ PA 15- . 2 2405 SFD 40 - 60 96 - 12O :f� Hi 3 1992 53D 40 50 76 96 5 1036 5110 25 - 40 99 - 101 5 10 CO 0 44 Sf0 36 .0 80 as 6 2761 SFD 40 60 110 - 188 \ ppp ��1 > 16.6] CIu.1.r 5F/Sf.Vf19MF 50 120 83 220 ` .. 8 14 1] Lu.1a 9FA`fA/fW1Af 0 - 110 109 \Y\f i �t( 4 13.6] CammrPw. 6 i�+l 5 66 D 80 109 68 10 3163 5[D 40 - 5O 97 - ,09 •1•> II 7313 SR) 40 50 93 119 <•4•••• . . _ a 459 12 1843 SFD 40 - 50 66 - 01 x `` - — - - •�•I 13 1867 SFD 85 - 40 69 67 V 14 1506 5110 4.0 - 5 0 90 - 75 15 1`.71 S50 4.0 50 71 - 89 "' 16 1D 92 Comm Mo 5.0 120 66 - 131 NET 226559 1.1 6.1 1190 1)66 116910012145 by.A...Ay6.l A.g.I 11473 PI[A 10 536 EMm.nlsv 5c0od - 19— 656 Cam p8.c c.nler - 7513 000,Splice - 7 9355 15955051 5&)001,10041 - 1802 Cutrcta POW B0.W SUBTOTAL 20264 TOTAL 499.33 2.4 3.6 1190 1756(1 "� 111 F.limr vav9oro I6Mn AAAA,Apnwryn aM dan'ty 705 al1mm0,6M 5091'gnrcra • mrtl 10N of rlq s¢✓arva w m¢+rmum mnanylw wch Fbmm"8Aroa 9,ticameLM m he ',.,1,:t,',.7:72„,,:7;;; ,:77,-7:-'=,;.:19,91 laxlnr Plan Enrs lOh wrulim rmy0l' o19 ax llm ngnmOm rvumhr:rnf dxNMO unµ 11011$11111'emlo11 769 for 1111 VmraR$µwl9raxx PUU .n..,... 14104tell PISS / p UD• NV1liNilDOWNING Dacono, FIGURE 2 SITE TABULATION Annexation Area 515.91 ac. Railroad R.O.W. -9.42 ac. Arterial R.O.W. -17.16 ac. - Net Developable Area 489.33 ac. Planning Area Area (Acres) Land Use Density Units 1 13.89 Comm./Res. 5.0 - 8.0 69 - 111 2 24.05 SFD 4.0 - 5.0 96 - 120 3 18.92 SFD 4.0 - 5.0 76 - 95 4 25.36 SFD 3.5 - 4.0 89 - 101 5 10.90 SFD 3.5 - 4.0 38 - 44 - 6 27.61 SFD 4.0 - 5.0 110 - 138 - 7 16.67 Cluster SF/SFA/TH/MF 5.0 - 12.0 83 - 200 - 8 14.17 Cluster SF/SFA/TH/MF 5.0 - 12.0 71 - 170 9 13.57 Comm./Res. 5.0 - 8.0 68 - 109 10 21.63 SFD 4.0 5.0 87 108 ._ 11 23.13 SFD 4.0 - 5.0 93 - 116 12 16.43 SFD 4.0 - 5.0 66 - 82 13 16.67 SFD 3.5 - 4.0 58 - 67 14 15.06 SFD 4.0 - 5.0 60 - 75 15 17.71 SFD 4.0 - 5.0 71 - 89 — 16 10.92 Comm./Res. 5.0 - 12.0 55 - 131 NET 286.69 4.1 - 6.1 1190 - 1756 RESIDENTIAL AREA (Avg. Density 5.1) (Avg. Unit 1473) 18 9.36 Elementary School -- 19 6.58 Community Rec. Center -- -- 75.13 Open Space -- 17 93.55 Highway Commercial -- 18.02 Collector Road R.O.W. - SUBTOTAL 202.64 - TOTAL I 489.33 I I 2.4 3.6 11190 1756 111 11) Minor variations in the boundary/acreage and density are allowed, but shall generally not exceed 10% of the — size/area or maximum density for each Planning Area as described on the Master Plan. This 10% variation may occur as long as the maximum number of dwelling units does not exceed 1,756 for the overall Sweetgrass PUD. T:\2000016-DCNO\Memos&text\[PUD chart.xls]new chart SWaltIA44 DTJ Master Plan/PUD August 8, 2000 Page 4 1. Residential Neighborhood Design The Neighborhood Planning Concept is to create small intimate sub-neighborhoods with unique open space elements. Providing a variety of housing types creates a varied and more interesting streetscene and broadens the buyer profile. The following Design Development Standards have been prepared to ensure a responsible site planning process, diversity of homes as well as enhance the small town, country character of the neighborhood. The standards also provide the flexibility to support a range of single-family residential housing types and lot sizes, depending on the market conditions at the time of development. On the Master Plan, each Planning Area identifies the size and number of units and the maximum allowable density. Minor variations in the boundary/acreage and density are allowed, but shall generally not exceed 10% of the size/area or maximum density for each Planning Area as described on the Master Plan. This 10% variation may occur as long as the maximum number of dwelling units does not exceed 1,756 for the overall Sweetgrass PUD. The Development Standards and permitted uses have been established for each major land use type within the overall neighborhood. Projects permitted within each area and land use type shall be constructed in accordance with these Development Standards and permitted uses. These standards are considered preliminary guidelines, which may include more specific information and detail on the Final Site Plan Review (see the Development Standards Chart, Figure 3). The Architectural Character and Intent for each land use will _ also be established at Final Site Plan as determined by the City. 514144141 44 DTJ Master Plan/PUD August 8, 2000 Page 5 DEVELOPMENT STANDARDS CHART ._ (Figure 3) RESIDENTIAL LAND USE DENSITIES NON-RESIDENTAL LAND USE 3.5-4.0 4.0- 5.0 5.0-8.0 8.0 - 12.0 Building Footprints Less Building Footprints Greater Du's/Ac. Du's/Ac. Du's/Ac. Du's/Ac. Than 30,000 g.s.f. Than 30,000 g.s.f. Product Type SFD SFD SFD/SFA SFA/TR/MF Comm./Ind. Comm./Ind. Minimum Lot Dimensions(t) • Width 131 65' 50' N/A N/A N/A N/A - • Depth 100' 100' N/A N/A N/A N/A • Minimum Lot Area 7150' 5250' N/A N/A N/A N/A Minimum Building Setbacks: Fr n - •Livable Area 15' 12' 12' 12' - - _ • Garage (Front-In/Driveway) 18' 18' 18' 18' - - • Garage (Side-In) 15' 12' 12' 12' - - Side: — •Interior Lots 5' 5' 5' 5' - - •Corner Lot/Adj. To Public Street 10' 10' 10' 10' - _ - Real. 20' 15' 15' 15' - - Other Minimum Building Setbacks: - •Adjacent to Non-Residential - - Planning Area 25' 25' 25' 25' •Adjacent to Residential Planning Area - - - - 30' 50' _. •Adjacent to Arterial Street/ 25' 25' 25' 25' 30' 50' Frontage Road •Adjacent to Collector Street 15' 15' 15' 15' - - - •Adjacent to Comm. Roadway - - - - 15' 25' - .Adjacent to Parcel Boundary - - - - 10' 25' Commercial Parking Setback: •Adjacent to Arterial Street/ 20' 25' "- Frontage Road - - (5) (5) 20' 25' _ •Adjacent to Comm. Roadway - - - - 10' 15' •Adjacent to Parcel Boundary - - 15) 15) 5' 5' •Adjacent to Residential Planning Area - - - - 20' 30' Maximum Building Height'2' 35' 35' 35' 35' 35' 35' Notes: 1. Minimum lot width and/or depth will be increased to meet minimum lot area requirements. 2. For non-residential, the maximum building height extends to 42 feet for the roof top mechanical screen. 3. Minimum lot width measured at building setback. 4. Building setbacks will be measured from foundation. Architectural features including; cantelevers, building overhangs, eaves, fireplaces, projecting bays/windows and building materials such as masonary, siding, or trim elements may encroach a maximum of two feet into any setback 5. Setbacks to be submitted at the time of Final Site Plan Review. T:\2000016-DCNo\Memos&text\IPUD chart.xlsldevelopmnt stndrd SWA DTJ Master Plan/PUD August 8, 2000 Page 6 The Development Program and Standards for Sweetgrass includes the following residential product types: Single-Family Detached — Low (3.5 — 4.0 du/ac) This land use consists of single-family detached homes for the move-up and growing families. This product offers a diverse streetscene incorporating front-load, side-load, and recessed garages. Homes will be ranch and two-story, serving a wide range of buyer _ profiles. Lot sizes are proposed from 7,150 to 9,000 s.f. with densities ranging from 3.5 — 4.0 du/ac. (See Figure 4). Single-Family Detached — Moderate (4.0 — 5.0 du/ac) This land use consists of single-family detached homes targeting first-time buyers and -- young families. This product also offers a diverse streetscene incorporating front-load, side- load, and recessed garages. Homes will be ranch and two-story, serving a wide range of buyer profiles. Lots are proposed to be 5,250 to 7,500 s.f. with densities ranging from 4.0 — 5.0 du/ac. (See Figure 5). Cluster Single-Family Detached/Single-Family Attached (5.0 — 8.0 du/ac) This land use consists of single-family detached homes for the single, single parent, or affordable move-down buyer, and single-family attached homes for buyers who desire maintenance-free living. These units are patio, cottage homes, duplex, triplex, or 4-plex units, which are clustered into groups or small lots to provide opportunities for common open space. (See Figure 6). Single-Family Attached/Townhome/Multi-Family (8.0 — 12.0 du/ac) This land use consists of single-family attached, townhome, or multi-family homes targeting single, single-parent, and first-time buyers, who desire maintenance-free living. Product type will be market driven. Units will be clustered to provide opportunities for common area open space within the site and landscape buffers will be provided along the perimeters. (See Figure 7). 544/ttrii DTJ Master Plan/PUD August 8, 2000 Page 7 DOWNDIG PPM'tN e?'"'E THORPE —,•'1 i -1 --\ rill JAMES I K'• I ;.. • IS/4k 7 } I PINNING ANNE URE . w i 1 t1, i4 ENONEERM t-i( 1 �� nn �b r4 ,5: It,. Community —' lV Development G• roup —r,5' X 7d ff �EVELOPMEIII�$TAINA!?®E: . m.7._~ 4 PROTOTYPICAL LOT SET$ACK Single Family Detached(3.5 4.0 DUlAC) *SETBACK IS TO UNABLE AREA Maximum Density(DU's/AC.) 3.5-4.0 PROTOTYPICAL ARCHITECTURE Product Type SFD Minimum Lot Dimensions ni -3 Widthm 65' Depth 100' , �" CLUSTER HOMES Minimum Lot Area 7150' ` a ON SMALL ENCLAVES Minimum Building Setbacks:r') _ Y •�3+s � � � e t Fronr- ,. ^ f i. t t �• ,& LANDSCAPE ISLANDS •Livable Area 15' , -.-� L NV GUEST PA .KJN( - •Garage(Front-In/Driveway) 15' **-`1:.;•••.I'='-'".*:*''''' te,1 •Garage(Side-In) 15' — MEANDERING s;� _ °: -..� y •Interior Lots 5' k `.J f ( P C.ONDITIO� ,+ �?` *Corner Lot/Adjacent to 10' At'.-• _ - . '.' 1 :....—'3...---: e^ I �.. I' � -.a. Public Street _ � � � z . ALONG . ,+ 42�� s 20' ;:�- �• _ i, +•-0 •. Other Minimum Building Setbacks�� . ter "^°" o. „r � '.� Adjacent to Non-Residential 25' -.� .� - •, <� Aa Planning Area --""'- c"` nt to Arterial Street 25' -}'"..,,av `�` ,• _-'- - ""'""-" �. -`i* ' Adjacent to Collector Street 15' '� �„��.��`tA Adjacent to Local Street �`N �•$' 1y b Adjacent to Parcel boundary -07. :3ls� �M y',& ti S i G� Maximum Buiidin Hai ht 35' ' / L '1 � -✓ ` �£.. . 4y-ar .vw�� ;• L '*'-*;--..\-'' �'\' Notes: � ENTRY / f ��p-. �� E ;E� • .. �r}/t •"� b gin,: 1. Minimum lot width and/or depth will be \ ate\ y s 'd'3 JI - t S�9"t• Ct increased to meet minimum lot area requirements. ', 5 }'•� ,. t : Ityli 2. Minimum lot width measured at buildng setback. CCw pC fi t a -s I A ' a i LATI)I .E 1� +� '.� � 3. Buildin setbacks will be measured from foundation. { ;u ,,�y �`r'� ` - of t '.;p �a• Architectural features including,canidevers, sect l �`"` 4\}� '-'M i y � _. t 4 �a budding overhangs,eaves,fireplaces, ; .��^ - ^ ' "rs�� ' .. t''K A '' •` projecting bayslwiridows and building materials I' \ ,,s�` ? �,* S"! SN. . - } ' \ such as masonry,siding,or trim elements may !S • \� �'o 42> �- - � t encroach a maximum of two feet inie any setback. �� F ."'*x_.....;::?;a . ., t r .'-S FACE j a PROTOTYPICAL PLAN ! aocaaj, Caiarido DEVELOPMENT STANDARDS SINGLE FAMILY DETACHED (3.5-4.O DU/AG) FIGURE 4 T.. 2:-",t ','Z.4:,;' ` S .x` y G Nili JA1401S TGL1m1� Tom" PLANNING S «.,3y- 4 ,y�o rf4J .'qtr • t yr, Y � arty -,-,J-- 4y 4; i • ;',, +,x '. �' :P- w4- .� Community `� _ ?, ; - r -- - ,, i. Development -�� " /..F ..:••,.,;.:„--.,-,,,:.:,..4. Group ' t ,� r r „ ..-fit d *"�, `�" .t , •S '+- 'mil s- h '� .. g° y� `" `s .. Al- g to ee' ..*- 1 , ''. '4e,.'..'•-•-,:- *,+v. acDEVELOPMENT STANDARDS: ' k,_ t: * Single Family Detached 14.0-5.0 DU/AC) r r >•e te s °' 'b / vRz "`#4. ','''-."'"---1...-r.,- .,..r — '''':-.4. '€ 1, f f.— J Maximum Density(DO s/AC.) 4.0-5.0 x S"• ,�Zr 4 „I P j vZ.ir it Lhw-₹ 1 1"-F r td, ;, -_---.,_a- Product Type SFD k i..._.;� Y �r �s Minimum Lot Dimensions M +ra' ..vd R3wzlk"' `*e ''' ','-`+�'I` m-- -.,, nr + c Deipth�z� 5O, �1�.. - Moab^. Depth 100' t, Minimum Lot Area 5250' .' ,,'r ,1c-'tt- ,. - 'r Minimum Building Setbacks;rn - Front' •Livable Area 12' •yt+ �'� r *Garage(Front-In/Driveway) 18' , 9 1 • ky. •Garage(Side In) 12' PROTOTYPICAL ELEVATION `r" .=1 Side �1,/ -� '� PP q *Interior Lots 5' •Corner Lot/Adjacent to 10' ENTRY FEATURE/ k_k �ti ` rat, Public Street SENSE OF ARRIVAL `�fl j%%� h`� ` '��%, :,, Raul t s �i,se /' riAr i� Other Minimum Building Setbacks n� f f 4. g/c$/,vy�aLKF .Vt C'Jll� .,�� l i Adjacent to Non-Residential 25' e.,r. LANDSCAPE ISLANDS 'r"_ u. • '^�� "'=� Planning Area w4 } s net O. r Adjacent to Arterial Street 25' (2 r WITH GUEST PARKING �..�, Adjacent to Collector Street 15' /mot T� -fit�p�VARIES 7 �L .�� `��`. Adjacent is Local Street q6'''y .� ARCHI i EC.I URE Y ARIES � j ` f Adjacent 2a Parcel Boundary - r to �\`` !taT rencrox � r ALONG COLLECTOR � � .:t" �^�� Maximum Building Height 35'MEANDERING EDGE � Notes: P jyf.. .�{fir r✓ ;./ 1. Minimum lot width and/or de th will be CONDITION W/COMMON , i� increased to meet minimum!ot area requirements. OPEN�p \ � 2. Minimum lot width measured at building setback. SPACE \ 3. Building setbacks will be measured from foundation. i t ' `�� Architectural features including:cantilevers, .7---:—..7,7— „(( $sr building overhangs,eaves,fireplaces, projecting bays/windows and building materials such as masonry,siding,or trim elements may PROTOTYPICAL. LOT SE-MACK-5 PROTOTYPICAL PLAN encroach a maximum of two feet into any setback. *SETBACK IS TO LI\/ABLE AREA Pacorma Colorado DEVELOPMENT STANDARDS i SINGLE FAMILY DETACHED (4.0-5.0 DU/AG.) FIGURE 5 .-.,..,..... oil TH0RPE _______--. DOWNING 3t-.4' 4 • .-* . RUNG ` 1 r z --- �,i�r �' "- i� _ a:,� Community :. � � � , � � ! �' . - �_ Development r �t ,,, ,,-,,,,........--;,.•.. a... _� ,,,, ' ,- -. _if . Group rM„ DEVELOPMENT STANDARDS: PROTOTYPICAL /y Cluster Single Family Detached �.d" - ¢ Single Family Attached(5.0-8.0 DU/AC) CLUSTER SINGLE FAMILY ENTRY FEATURE NI/ `A _; P a ctTyppenekry(ou a?vac) 5.0/SF0 DETACHED � A��G� " ENHANCED 1.ANDSC � \ ��•mss'. �6 Minimum Lot Dimensions"1 • Wi t Te ''" 4 dth NA 1 Depth NA HIERARCHY OF :i Minimum Lot Area NA • ROAD CIRCULATION !I p t"+� �[�' y�vt d� o Minimum Building Setbacks:" a #1� ,, '1,r CLUSTER HOMES IN jJ1 F,;r� - �a •Livable Area 12' �'t R i } k-f• ;._s- SMALL ENCLAVES I >� 1 >E d m g y ClA _ � ''i .Garage(Front-In/Driveway) 78' �..,,• , • sP./yti j f .I' y ,('T�� :� �1.1t� '�"��:c-. •Garage(Side-In) 12' �•t. '1 .'Y�.,_ },,. <'S'R' �•'� .• :qa4 5s. •Interior Lots 5' t sfs t -� £ ,+,. ,'ti4 ACCESS NOOKS AND +�sa et •Corner Lot/Adjacent to t o' ,41t' , n a �� _ d°Jf fLh' GRANNIES YY/FLAG "y�1►' x g `� v'��'f` Public Street 1 € .fg -'' ',.,i'.3.`..!----. is Ilfl , It i�—_--�. j t 1 ,�� _ r'lnTs� � • f f r•J�i i{ €I• r• t ti♦., �%``yr�_ .' �� Jr V� � _ A • Oilier Minimum Building Setbacks P1 ;,,Art.„,.., xi4u _ *;s•da,,..,.;s-s-il;r _ss-,-...".---:---*.r.4-1:,;--,__:-- :S 4.� �' i1�4 -.' ,(� Adjacent to Non-Residential 25• ., ,."y y�. ,J! • .. T•r sa. .,7,47,. .. " Mhat . k~i-S.r , I ...}}}1►�`!' „ ro' Planning Area •'l - 'j/�' Adjacent Eltt -'r .`_,, r %/ Adjacent{4.1011t- .--- ` Parcel Bounds PROTOTYPICAL. �`,4119n1,..15,1* `'':"'`r '/ MAXIMIZE HOMES Maximum Building Height 35 ON AMENITIES CLUSTER SINGLE FAMILY � '`� .�Hi ' Notes: �O 1 4. �• ��ri°_• �0,. 1. Minimum lot width and/or depth will be ATTACHES) `l��F!llrrs-� pk ;' -• 0� - increased to meet minimum lot area requirements. ••� �'� 1�a' 'Q�y VARIED GARAGE LOCATIONS 2. Minimum lot width measured at building setback. C:.:>0f 3. Building setbacks will be measured from foundation. r�G� �t�� 1,4 . Architectural features including:cantilevers, LANDSCAPE MEDIANa 8 l��gYe building overhangs,eaves,fireplaces, W/PARKING _ O 3r o� ~f T� �Sr! projecting bays/windows and building materials ►.� • .1 , � ,dor .4', such as masonry,siding,or trim elements may P - w_" encroach a maximum of two feet into any setback. ` ENTRY FEATURE - SENSE OF ARfkh/AL tl Damao, Colorado DEVELOPMENT STANDARDS CLUSTER SINGLE FAMILY DETACHED/ SINGLE FAMILY ATTACHED (5.o-8.0 DU/AC) FIGURE 6 DOWNIM NEJ 'IliORPE R -,-- � .,tea JAMES MOOG r zs a...,--,:77-.-7.7.--..cr .alp s = 'a .._� �' _. __ �_ ! AZ r�� 8�- ARCHRECTIRE DOWERING , " 3faTc 4 sc � V tea - +J � � _,� Community �.y tr ; - � $ - = ' Development ! +as>fs_. ,� r' . : 7, " � ': ,rr Group ,R f 1'f• atim tf�^ioas tar" w�, a_3 rt? _ -' vy, .s PROTOTYPICAL. STACKED FLATS DEVELOPMENT STANDARDS: __ Single Family Attached/Townhome/Multi Family i , i■t' f.r T 1`�' t �'\il 18.0-12.0 tAAttc ARCHITECTURER,. ' �e `)' � ��¢-�'k ^_1 Product TypMaximum e ity(DU'a/AC.) SFA/TH/MF VARIES MAXIMUM N ,�t MENmO-5ME 5' � � aln4 .��f'''+' L'iV ff r 1 Q` .or` Et YE 3 ate r 4f Minimum Lot Dimensions's ALONG r' V r44:6-' Width° NA GOL I F<.TOR INTIMATE SCALE A' . _ ` Depth NA sIJW9! iI;i]!!&/lr Minimum Lot Area NA STREET SECTIONS it Mini—Wer / t� t t�c Yb 410) t Front- 12' v.\ 0 A�� '' //''� 4;' `-� '� .., •Livable Area 12• r 'esdlfr�" .�s.cr...„,„ i .l QR�'-`t L�ce l� �W� •Garage(Front-In/Driveway) 18' r `��, ~ � '�, � COMPACT (Side-In 12 }� ( >: `l a' ..-'k- �-TTlif SHP!.*Garage k' it f( RESIDENTIAL *Interior Lots s' it,:t,=7- 6.11441'"--- I l =t T(111 al VES SENSE OF ARRIVAL •Corner Lot/Adjacent to 10 Iti� _ . J ENGLAY 1.-:/ Public Street ��,=:- I �► =-f,[!�'.-.1',‘,--,t,....--, ,; � NEIGHBORHOOD > : 15' `ti�.l, '� �� '�� I' `,:�' UNIQUE, VARIED GATHERING PLACES Other Minimum Building Setbacks of p ■� ` ill - •e ii;, - 711�� REr IDEN-I-IAL Adjacent to Non-Residential 25' k� ` _1L G 1 wl�'O� � .'.^.� '* t �`t� �'!i I '�� `S Planning Area Adjacent to Arterial Street 25' `i 1•e ��` ' ♦)} �Il'_riIIIil Iii ii to Collector Street 15' s 1N* ` "' 1`...Jit! :'J I ant to Parcel Bound ry - s �� r� II �,��'iffii{ f ,--,_—_,--,---.,--f----,.:_, _ Adjacent to Loca Street a \ "' 1 r L■ .i I!.� - _,-s; -an Maximum Building Height 35' II .4� l i(I l � � -entill �ll�,�= .z- — "� I�! ��(il It{l i l ppill t1 _ ! a ..,�, ' �-r � Minimum et::: widthand/ordepthwillbeO ifa{■ll {ifr::: !'i111 ''i)'1, : , _,r „. t�■ i — �- `� ,� 2. Minimumwidth measured aibuildingusetbackst ,. 170--•-•,-.1 - i I� �'<+t ~'fir11,G `�F M'.4�''':` ^^ �� - �3 - 3. Buildingsacks will be measured from foundation. .: : ��_ '� � ,!�',.x �..: Architectural features including:cantilevers, �t A ��I i I IIIILdill1 'ii,-,,,,- x � — 3 la's s� ..* e: � �.�,� s u,., \ik I- I AI' .i r� r I4,--'44'k"T"y 'S-4--- . -: -- �q ' '� t - building overhangs,eaves,fireplaces, � .�_�� a�.f� yi'' _ � ; ��£ -.� _ -_- ms's- :z projecting bays/windows and building materials \i-''1Ni5`;':�o��,-,�,P,,�,ip.. .. � R . _ - :_� - suchat as masonry,siding,or trim elements may AA1•.� Ai�� _��.. �� ;' � �� _<- -s x�, encroach a maximum of two feat into any setback. MEANDERING ,� °g'-V: ,. z EDGE CONDITION PROTOTYPICAL TOJNNHOME5 441410444 Pocono, Colorado RESIDENTIAL DESI6N STANDARDS SINGLE FAMILY ATTACHED/ TOWN HOME/MULTIFAMILY (8.0—I2.O DU/AG) FIGURE 1 2. Neighborhood Commercial Design To compliment and support the residential land uses of the Neighborhood, the Master Plan incorporates three potential Neighborhood Commercial Centers. Two of these parcels (PA-1 and PA-16) are located at the southern end of the property at the County Road 8 project entry. The third, (PA-9) is located in the northwest corner of the property along County Road 10, adjacent to the Highway Commercial area. These sites will provide a broad range of services including retail goods and services, business and professional offices to serve the residents of this neighborhood, the overall community and surrounding areas. The parcels will be designed in a consistent architectural style which is compatible with the overall neighborhood theme and image. At full build-out, these parcels are expected to have a Floor Area Ratio range of 0.2 to 0.4. More specific planning and architectural design concepts will be provided with the final plat request for this area. (See Figure 8). 3. Highway Commercial Design Highway Commercial is proposed along the western edge of the property. This 92-acre parcel (PA-17) is strategically located adjacent to the Interstate 25 Frontage Road. This provides excellent visibility for businesses, as well as providing a transition from 1-25 to the residential areas. This 93.5 acres is divided into 21 lots ranging in size from 2.2 acres to 12 acres. A wide variety of uses are anticipated, ranging from wholesale and service, to commercial, business, office, and light industrial, including areas for research, warehousing, light assembly, and manufacturing. (See Figure 9). This area would generally have a Floor Area Ratio (FAR) of 0.2 to 0.6. -"3 DTJ Master Plan/PUD August 8, 2000 Page 8 Q i "J" RAI-..-7,-.3'Z*;%-4,,i4;-t„...„,,, ,z,,,...0'.;:f..:-:-7'•'''''''7„i;T'i.-„I;;:! II:: , Nig JAMES NING •"` ..,. , ei iacntrcnaaiaclatrraa� _ EERNO * '; 1.01., ' Community . Development Group .- - Pi... --dl i ' 4:14ii,i: '411V.PiTi*.g..4:‘,er . .' — --1.44 '))'•. . '.8tii -.... '''' -, '- � - �a� �: — DEVELOPMENT STANDARDS a i ,,," .. • Neighborhood Commercial x sSex' k `e emu* v s 'K- '`. k AL .,: r S e x - . r:. r..r —.`...a _ .', V to lei F P @ a O M 7 w „.:*7-.,,...;A ,� ,r -? -' ' ' "" Product Type Comm.• Comm.„ tr, ...*:• .•,,-, PROTOTYPICAL SITE PLAN .-',,,-....-V7� r -- .' Minimum Building Setbacks:�a •�' . • *Adjacent to Arterial Residential 30' 50' Planning Area - *Adjacent to Arterial Street/ 30' SO' •*-, `,..- Frontage Road 15' 25' • px_ 3 *Adjacent Roadway Adjacent to Parcel Boundary 10 25' '-';'12.:',.. , _ .r Commercial Parking Setback .2:7±':!—'''''''. 'San cu. '#S(n *Adjacent to Arterial Street I 20' 25' ..,. w, _.� Frontage Road m.• A* ai.i gets *Adjacent to Commercial Roadway 10' 15' i r}`"" *Adjacent to Parcel Boundary 5' 5' _' _ •Adjacent to Arterial Residential 20' 30' , "--- "•."'4. [ Planning Area• v,ax aa r:!_,•j1i 't NiYy"•'-- -. Maximum Building Height• 35' 35' Ig - Notes: `.�: - •^ •,� „yR �s 1. For non-residential,the height maximum extends to 42 feet for the miff ", top mechanical screen. 2. Building setbacks will be measured from foundation. Architectural .fi F features including:cantilevers,building overhangs,eaves,fireplaces, _ projecting bays/windows and building materials such as masonry, _....—-" ___.... siding,or trim elements may encroach a mawmum of two feet into any .. - setback. w 4 PROTOTYPICAL ARCHITECTURE SNllGC"O"- 4.1 Dim" Colorado NEIGHHORHQOD COMMERCIAL DEVELOPMENT STANDARDS FI6UR! 8 G 1 ILI1HORPE JAMES PHASE ONE/ AROCECnIRE KAMM PILING ONE I ENCIEERING LOT - 9MiHtwY coHnreHcaa 1 • rf nib AG, Community a x f BLOCK! - _ �'� r Development : . Group ,tr . 934 AL.,. I ;, �* 242 OTAc5 LOTmk. a *Lori 1 PROTOTYPICAL ARCHITECTURE „..ter„ b 1 " .r I I DEVELOPMENT STANDARDS d '' ';{` ��- Highway Commercial 4"r 9 LOT LOTS /• ' v L B.O4 AG. =SAG t H- LOT2 - o° m a ..1°. ^. - ,Y— rBLOC.K2 9.55•4. c M a c m e LOT I ; Y ~% 92J7 AL. m LL f O g1 I O M -tr ..''tiiillOil - LOT ;Proit : nh:al ype Comm And Comm.ilnd. LOT 2} <� `5.41AG. t_i___,„_, MinBuilding, Area .•Adjacent to Arterial Street/ 30' 50' �'�of Frontage Road `��` �r�— •�'*-^ Jij LOT 2 3.O11G ,•Adjacent to Commercial Roadway 15 25' _ •,,,.--'w"' 522 AC. 1 �r 5 Adjacent to Parcel Boundary 10' 25' ,4 _ .-- , 4.O.4c... Commercial Parking Setback T LOT LOT 4 •Adjacent to Arterial street/ 20 25' r _ _ 27,`"..-":;;--'1-'''--.; --"�^. ,— �. aN. 5.13 AC. LOT 4 •90340. '.AdjaceFrontage t tooCommercial Roadway 10' 15' ' ., - _.'^•aa..•,e. - - •Adjacent to Parcel Boundary 5' 5' e+-� t -It •Adjacent to Arterial Residential 20' 30' - @ 1 1- _ �2Planning Area:,..T.------- • ----._ � y --__,............t. BLOCK S ? , LOCAL TRAIL - [,,._____ LMaximum Building Height" 35 35' ;r LOT I .G. s..-..... ""�"""'" - 4�s 40. loTZ Noes: - 1. For non-residential,the height maximum extends to 42 feet for the roof WRAC..,...-- s.F a. top mechanical screen. 2. Building setbacks will be measured from foundation. Architectural - features including:cantilevers,building overhangs,eaves.fireplaces, - _. ''=-%�.a�, projecting bays/windows and building materials such as masonry, t �r-.-. fir•` .,per. { v siding,or tom elements may encroach a maximum of two feet into any r^z �� setback. lill PA-17 HIGHWAY COMMERCIAL SITE PLAN 0 93.55 AC.. aco°, Colorado FII6FfWAY GOMMERGIAL DEVELOPMENT STANDARDS 1=I6URE 4 1 I 4. Neighborhood Features The neighborhood features are important amenities of the Sweetgrass project. These features establish the visual vernacular and create a cohesive well planned neighborhood. a. Neighborhood Recreation Center At this time the Master Plan has conceptually identified a Recreation Center Area of 6 acres. This site will incorporate active recreational uses such as children's play areas, half basketball court, swimming pool and clubhouse. These amenities will be for the use of the entire neighborhood and provide a gathering place for neighborhood meetings. (See Figure 70). b. Parks and Open Space System The parks and open spaces are provided throughout the Sweetgrass project as neighborhood features. A total of 91.07 acres of Overall Neighborhood Open Space is provided through the elementary school site, the recreation center, the Stanley Ditch trail corridor, the detention areas, and common open space areas. The net residential density ranges from 4.1 to 6.1 dwelling units per acre with an average residential density of 5.1 dwelling units per acre. For the purpose of this Master Plan, a minimum of 25% open space will be provided based on the average residential density of 5.1 dwelling units per acre (minimum of 71.70 acres of open space). In the event a greater density is achieved, additional open space will be provided based on the City of Dacono's open space requirements. When applying the 50% allocation credit to the detention areas, the actual qualified open space acreage totals 85.22 acres. This exceeds the minimum requirement of 71.70 acres by 13.52 acres. Refer to the Open Space Summary chart on the following page. 544ittlfilat DTJ Master Plan/PUD August 8, 2000 Page 9 Open Space Summary Chart Annexation Area 515.91 ac. Railroad R.O.W. -9.42 ac. Arterial R.O.W. -17.16 ac. Net Developable Area 489.33 ac. Collector Road R.O.W. -18.02 ac. Highway Commercial -93.55 ac. Elementaray School -9.36 ac. Recreation Center -6.58 ac. Open Space -75.13 ac. Net Residential Area 286.69 ac. Open Space Required: Net Residential Area 286.69 Ac. x 25% = 71.67 Qualified Open Space Open Space Area Acres (Ac.) % Allocation Credit (Acres) Detention Areas* • South Pond 2.50 50% 1.25 • North Pond 9.20 50% 4.60 School Site 9.36 100% 9.36 Neighborhood Rec. Center 6.58 100% 6.58 Stanley Ditch Regional Trail 3.33 100% 3.33 Common Area Open Space and Trail Connections 60.10 100% 60.10 TOTAL I 91.07 I I 85.22 *The detention area identified in this chart is based on the land uses that require the greatest detention. If a lower density land use is planned the detention requirements may be less. T:\2000016-DCNO\Memos&textUPUD chart.xls]open space StUu iA44 DTJ Master Plan/PUD August 8, 2000 Page 10 1 El THCIRPE LA-&. r' _ 10 K, 4 S, { `9w' ri -a`+a -.;�„ PANOWLRE PLUM PE Nasn¢'Iu1E DAPEEINIC • t.'i' . ', ruzire frtili Community ;'''°i _ J 'aI: ;.,r_..2.!.....;'"-177' "I 11111 ti t •fie Development ;lam �`•v&—`.--,-";- - Group ..`- d,.7.41r2.-iFP.rts ir- l f. t`ar� :si +i ,,."s� t� x `::1.'.:r[,.,'."; .. ..� ,....."-e,4„?./..?".,..1 �t ri! 4..:1/fI'.os$4'f� .i!►iM/./ ,.',-,.?4fl i"!47.'l.er,• ... .tm PROTOTYPICAL RECREATION CENTER . fiLLiLfi z-"— e . day / -7 /�� . Js 5, .,% '. }�� y' 7 t . s . T ' 'E "----'''' " ',.{t.. rte• %�i - 5.r .�,-_ w PROTOTYPICAL IMAGES PROTOTYPICAL. RECREATION CENTER PLAN Damao, Colorado NEIGHBORHOOD RECREATION CENTER F16URE 10 These open space areas provide both active and passive recreational opportunities (see Figure 11). Open Space amenities include: • The Stanley Ditch runs across the project from west to east and will function as a regional open space and trail corridor. This trail corridor will connect with future off- site regional trails as outlined in the Dacono Master Plan. This will be a 8-foot wide gravel trail along the south side of the ditch. • A Regional Trail along the east-side of the Collector Street will run through the project north to south. This will be an 8-foot wide concrete sidewalk. To enhance the pedestrian walking experience, the walk is detached from the curb and meanders in and out of adjacent open space and park areas along the Collector Street. • Trails and sidewalks throughout the development provide pedestrian connections to the recreation center and future school site. These trails will be 5-foot wide concrete. • A linear park will border the Collector Street along the western edge. This park will be characterized by informal landscape planting, rolling berms and passive recreational spaces. Additional linear parks will be incorporated in the project to preserve and enhance natural drainage corridors throughout the site. • A variety of Pocket Parks will be centrally located within and adjacent to individual neighborhoods for the daily use and enjoyment of residents of that sub- _ neighborhood. Facilities in these parks will focus mainly on activities for the families and may include children's play equipment, picnic tables, benches and turf grass areas for informal recreational activities. c. Project Entries An important feature of the neighborhood is the strong sense of entry and identification created by the two neighborhood entryways. These entries off of County Road 8 and 11 will incorporate a consistent, high quality design elements including divided entry medians, with enhanced landscaping and project signage. Divided entry with landscape median will be provided at local street entrances to individual sub-neighborhoods. All medians will contain enhanced landscaping and may accommodate signage and entry features. (See Figure 12). d. Elementary School The Sweetgrass Property is located in two school districts, the St. Vrain School District and Ft. Lupton School District. A combined Elementary School/Park site of about 9.4 acres is proposed in the northern portion of the project, Parcel 18, to meet the future educational needs generated by this neighborhood. This property will be dedicated to the City of Dacono. In the event the school districts choose not to incorporate this school site in their district's future plans, the City of Dacono can then use this property as a local or regional community park site. 54VtatIA44 DTJ Master Plan/PUD August 8, 2000 Page 11 INTH0RPE DCriVNIM )(47%."7 ( TAMES NORTH SIDE OF DITCH ENIMERIPIC v' w L Community D Development E OF DITCH Group REAR sET9AG4 EXIST.ROAD, TREE LAWN REAR SETEA{,{C .P?: .�-�° mi+'. FM t EXIST.GONG.LINED * NAMES-MIX ID) STANLEY DITCH REBIONOL'IRAI. WARES-MIN.159 / /05.40 DITCH OW/ / / / 5' 14' 5' 12' 8'____ii_4_____ 441 CORI 'R iTe= LOT LOT ."' *7-.'" om` rA3 '44 LINE47 LINE .� DITCH / REGIONAL TRAIL CORRIDOR r.+4' Ivow ; • Yom$ STANLEY DITCH REGIONALRAIL b „Fe. !. d- 'M-`,:ems. ' a* .. j r •S - r ..e.sk 5 3 ... Y ' WA LK- ALK q > - ND TREE LAWN POCKET PARK Slijef.1014. Colorado PARK ANI? OPEN SPADE SYSTEMS FIGURE II Nil TimPED°wNINGJAmEs � , :: mod ;,- r�- ARCMCIURE ENOMERING * .,›-", ,a4,.., ''. A....3z. --,. , �, Community f to ment ro ,:�-�.:�•� _ -_..__,� >- ,mss�a�:- ' UP PROTOTYPICAL ENTRY FEATURE ELEVATION , \-'>:-.1-. �� . } ;` ---- ,nom, PROTOTYPIENTRY FEATURE DECIDUOUS TREE GROVE ;. n— ORNAMENTAL TREES e �' ):1lERGREEN TREES �t �w9►� 1 i1F �, � ENTRY 5I6NAGE/MONUMENT_ 1 _ 6 PROTOTYPICAL ENTRY 51GNAGE PROJECT ENTRY PLAN SliOge'�] Dl�moi� �' 44 PRD.EGT ENTRY FEATURES FIGURE 12 e. Streetscape and Perimeter Buffer Areas An important element in Community Design focuses on transition zones between neighborhoods, land uses, and larger communities. A combination of arterial street R.O.W. sections that incorporate additional open space, the existing PSCo. and pipeline easements, and meandering home placement will provide a soft undulating edge condition along the 3 arterial streets and frontage abutting the Sweetgrass neighborhood. (See Figure 13). 1. Arterial Street R.O.W. section provides a 10-foot tree lawn, a 6-foot regional walk, and an additional landscape area of 5.5 feet to the R.O.W. 2. Additional open space/landscape buffers are provided along the perimeter roads, including: • County Road 10 - 180 foot power line easement and 50 foot pipeline easement • County Road 11 — 25 feet of additional open space • County Road 8 — 50 feet of additional open space • 1-25 Frontage Road: - 25 foot Building Setback - 20-25 foot Parking Setback 3. The existing PSCo and pipeline easements along County Road 10 (230 feet wide) will provide adequate separation from the arterial street. Natural grasses and low landscape materials will soften the hard edge of the R.O.W. and easement alignment. 4. Meandering home and commercial structure placement will also create an undulating form along all perimeter conditions. Wherever possible, homes and commercial structures will wrap around cul-de-sacs or curving/meandering streets/parking areas to provide visual interest both internally as well as along the perimeter. _ 544440444 DTJ Master Plan/PUD August 8, 2000 Page 12 DOWNING TH0RPE . cz. MIN JAMES RAMC o , i• ° wow � - ♦ , I .��•0• Z . 1R1IEIIi1 � . _ �,. Development + : � �iq �� Group 36"HT.POST A TREES,SHRUBS� --- —_— �' RAIL FENCE AND BERMIN6 — I 236 �@i °' i ig 6'YIALK CAN MEANDER BIKE 13 12' IAN gTRAVEL 4' TRAVEL INTO BUFFER AREA LANE LANE LANE LANE RESIDENCE _' / SETBACK / 25' ER 1 SS'.}MAL.K r E(MIN 6'Fl.TO F.L. n_ / 120' R.O.W. 20' BUFFER ADJACENT TO COUNTY.ROAD H 1 (120'R.0.Vt) N.T.S. , -e s„r,,,.... — , 2,„„„7.11,-:—___;---1-- 36"HT.POST A TREES,SHRUBS F _ r RAIL FENCE AND BERMINS �— J i 6'—/-13' / 12' ,1' 14' 6'WALK CAN MEANDER BIKE TRAVEL Q TRAVEL , TURN RESIDENCE INTO EUFFER AREA LANE LANE LANE LANE / SETBACKS EAR /9S'/WAL6'KTTREE(MIN ?6'F.L.TO F.L. FL / 120' RAY4. 5O' BUFFER ADJACENT TO COUNTY ROAD 8 (120'RCA) �� N.T.S. PERIMETER SUFFER AREAS SECTIONS FIGURE IS 1 5. Site Access and Circulation System A key feature of the Master Plan is the strong identification of the overall neighborhood created by the collector roadway system which helps define the major land uses and open space areas, as well as provide access to residential sub-neighborhoods and local streets within the neighborhood. This Collector roadway is enhanced by an open space network that parallels the collector in areas and provides views into public facilities, open space amenities and natural features. The proposed Master Plan has provided a hierarchy of streets to reflect different land uses and traffic conditions within the overall neighborhood. The street hierarchy is designed to provide visual clues to drivers, in order to distinguish different street types and establish safe livable streets for residents. The proposed street hierarchy (see Figures 14, 15, and 16) includes the following streets: a. Arterial Streets (County Roads 8, 10 and 11) b. Community Collector Street (includes divided entries with landscaped medians and mid-block medians with landscaping) c. Residential Local Street (includes divided entries with landscaped median) d. Residential Local Cul-de-sac Street (includes landscape island) e. Highway Commercial Street (includes divided entries with landscape medians) All streets within the community will define the neighborhood quality, and offer a place to walk, play and of course drive and park. In order to enhance the quality, safety, and _ livability of streets within the Sweetgrass, several key features have been incorporated into the street design concept. They are as follows: _ • Tree Lawns and Detached Walks. The tree lawn will be a minimum of 5.5-feet wide along local street and 9-feet wide along collector streets. Each collector street will have a 5 and 8 foot wide detached sidewalk. • Cul-de-sacs with landscape Islands. These cul-de-sacs will have berming with enhanced landscaping and will accommodate guest parking in bays in the island at approximately 1/2 spaces per lot on the cul-de-sac bulb. • Divided Entryways Divided entryways with landscaped medians are provided at each - entrance to the overall neighborhood, along the Collector Street and along local streets is at the entrances to individual sub-neighborhoods. All medians will contain enhanced landscaping and may accommodate signage and entry features. 5444444.44 DTJ Master Plan/PUD August 8, 2000 Page 13 \ r DOWNINNE G • a JAMES POMO DOWERING 1�!•e ��•a , Community ' Development Group min.2% - min.2% '"ox.25%--/--8 / IS' / 12' / 14 12' / TRAVEL -- -6'6' .25% SIKE TRAVEL TRAVEL TURN TRAVEL BIKE LANE LANE LANE LANE LANE LANE LANE 5' 6' 1O5'--t 10.5 6'FALK 5'- 1 16'FL.TO FL. ,T� FL n^ p W FL C \ �O 12O' R.O.W. PAVEMENT .IN.ARTERIAL STREET COUNTY ROADS 10 AND I I- FUTURE(120'Ro ru a 1 N.T.S. �� ij NOTE,SIKE/PEP PATH MAY MEAMER=SIDE �� ✓ mart AT OPEN SPACE , M /YfAREAS mmc225% �. fern'a. % f—255 2%--'► '' 0' / II VERTICAL CURS VERTICAL II' / 1 TRAVEL NTER TRAVEL OMOMCE E.O. LEFT LIP LANE TL LANE LANE LIP SL. - NOTE-NO ON-STREET PARKINS PROVIDED. '•�1 \ / 9' 1 LAw/6iK RED i WALK TREE LAYN OS' 05 a I.O 36'FL.TTOFL. 1.0 FL PL -/ 1O' R.O.W. APPROX.LOCATION EAST R.O.A. P_fi!f EXIST.25'DIRT ROAD- MATCH ELEV.®GL COMMUNITY COLLECTOR STREET (1O'R.orU •.7A';fY N.T.S. =NOTE;NO ON-Sa PARKINS PROVIDED. min-lir minx ' 2.0' 255 2% Mla 12' / 14' / 12' 5'�' 53' cCURB TRAVEL TURN TRAVEL SHOULDER FL LIP LANE LANE LANE "1 EXIST.50'ROYV. 5' / 6' 10.5' / / 38'F.L.TO G.L. 6O'C.L.TO R.OA. / 0. 12O' R.O.W. / ARTERIAL STREET COUNTY ROAD 5 10 AND I I- INTERIM(120'R.0YU N.T.5. 04/f l�r ARTERIAL AND COLLECTOR STREET SECTIONS FIGURE 14 DOWNING Mil TH0RPE RAMC DONEERINC Community Development Group r.►Sy►� MEDIAN MEDIAN Min.2 max.2 2% 15' 5'LIP 2% max % NWI.K VERTICAL VERTICAL CURB .L P L B.G. SC CURB p 21' 24' f 1 t 25' TRAVEL TRAVEL LIP 25 /D5' LANE LANE 55n4/ 5'A o o TREE 05 LANDAPED •'k 24'F.L.TO F.L. 24'F.L.TO FL. 2T F.L.TO F.L. �K PAVKE1 4p' A. R FL B.G. PL PL B.G. I, HIGHWAY COMMERCIAL AREA DIVIDED ENTRY (45'R.0i 4) m.2 —.s —im.2 y; NTS. NOTE:NO ON-STREET PARKINS PROJIDm. m°' �-"6 �1R'+ 2% max.S55 VERTICAL VERTICAL CURB LIP B.G. CURB B.C. LIP1 / / (25' TRAVEL LEFT TRAVEL 25/ g5 TREE f 05, LARNE LANE LANE AWN O5, n�LArw/NA K 40'F.L.TO F.L. n. B.G. B.C. max % 225% WALK W HIGHWAY COMMERCIAL AREA VERTICAL VERTICAL ROADWAY (b0'R.o.A.7 CURB CRS B.C.L P LIP B.C. CRS / / 12' / 12' / 12' / ✓ N.T.S. NOTE:NO ON STRI₹T PARKINS PROVIDED. 23' TL LEFT TRAVEL 25, je BL.•._O5' LANE 05' B.G. / 20' K FL. 40'F.L.TO F.L. P' 15' / 5'/ / SO' R.O.W. / HIGHWAY COMMERCIAL AREA FRONTAGE ROAD (60,R.0.1.4) NTS. NOTE:NO ON-STREET PARKAS PROVIDED. 5114"410444 HIGF+WAY COMMERCIAL STREET SECTIONS FIGURE Iip 6. Project Phasing In general, the phasing approach for the project will begin in the southern portion of the site with access provided off of County Road 8. The general timetable for development anticipates beginning construction in early 2001 and complete build out within 6-7 years ^ depending market conditions. PROJECT PHASING (Figure 17) 2 PA-ci PA-8 r , r j i PA-15 r : I ; ! �� _ I PA-5 V Tc,,,( ,. 'u_ / r FY 1 .�- PA-1O.�s'f 12 r:... 4 , m I �,' I l 1"1 '! PA • Pc • nPA 6 , al •Y/ „,I t\ 1 ! ., W -J i ,-, ., • • I. r_ c; PA i1 �� l: a ._ . 4 f :a.• mow . i ki � • PA- 5 • PA-5 I it c!..3 y i �� _ jaY PA 4j ,� 1 I Pro ect Phasi •: /( , Piiete 1 2000-2002 I PA-2,PA-a,PA-13. I \\ PA 15 .'T a ' !PA-14,PA-15, _ '_ it.,,,,A..:c116 i . PA-n[RING 0N.,SI OG5 12.1 vPA 1,Phase 2 Jan.2002-J n.2009 PA-4,PA-11,PA-12. \� a III Remainder Of PA-11 iq `\^ !Phase 3 J n.2009-Jr.204 i PA-5,P,49, \ \ 1 �.'PA-10.PA-1b �� ! n 'Phase 4 Jm.2004-Jm.2009 IPA-1,PA-b, [ M 'li •r• ^ 'PA-16,PA-19 t0 be determined _ .r, v - S:\WP\Dacono\Development Concept.doc Swat DTJ Master Plan/PUD August 8, 2000 Page 14 III. UTILITY AND INFRASTRUCTURE SYSTEMS 1. Geology, Soils, Wetlands, Subsidence, Earthwork and Grading Western Environment and Ecology, Inc. prepared a Phase I Environmental Site Assessment in September, 1999. A copy of that report is included with this submittal as a separate attachment. The report identifies the Union Pacific Railroad spur, oil / gas production wells and tank batteries, natural gas pipelines, natural gas compressor station, electrical power distribution lines, wetlands, irrigation ditches, drainageways, and extents of undermining by the Eagle Mine. Western also prepared a Mine Subsidence Investigation, July 13, 2000, a copy of which is included with this submittal as a separate attachment. The Colorado Geological Survey is currently reviewing this report. (See Eagle Mine Map Figure 18). Scott, Cox & Associates, Inc. has prepared a preliminary subsurface soils investigation report based on borings done in July, 2000. A copy is enclosed. A topographic map was prepared by EMK Consultants, Inc. in June, 2000 which indicates significant land features at a contour interval of 1 foot. The concrete-lined Stanley Ditch runs along the ridge line, and the site slopes to the northwest at an average slope of 4% to the Godding Hollow Draw (a tributary drainageway to the Godding Hollow Channel) and a low point at CR 10; and to the southeast at an average of 2.7% to a low area at the CR 8/CR 11 intersection at the southeast corner. There are seven large cottonwood trees in two clusters along irrigation laterals at the northeast part of the site. In planning these parcels, every effort will be made to preserve these trees, if the trees are determined to be healthy and viable by an arborist. The site grading design and earthwork analysis will be done by Downing, Thorpe & James. The concept is to generally maintain the gentle slopes from the ridge (Stanley Ditch) to the existing drainageways — north (Godding Hollow tributary) and south (Little Dry Creek). Also, cut-in the central residential collector roadway through the site, and use material generated from cut to raise walkways along this roadway and provide material for earth berming at the landscaped medians and roadsides. Local roadways and lots within individual parcels will be designed to balance cut/fill quantities. In order to reduce sanitary sewer depth, fill will be added in PA-1 and PA-16. The first phase of the project is planned for in the southern portion of the site (110 acres) Parcels 2 and 15 (PA-2 and PA-15), from CR 8 to the Stanley Ditch. The residential collector roadway will be extended from CR 8 approximately 1,500 feet north. Also, one- _ third (approx. 40 acres) of the Highway Commercial area (PA-17) is to be developed in Phase One. Stripping of approximately 6 inches of topsoil over 130 acres generates 105,000 cy, which will be stockpiled and replaced in landscaped areas within the development. An erosion control plan will describe required mitigation of wind- and water- caused erosion until disturbed areas are developed or re-vegetated. 5444414444 DTJ Master Plan/PUD August 8, 2000 Page 15 DOWNING 1111 rH0RPE mowitcluRE PLAMM T E Community Development Group We Id County goad 10 SITE ,__i •1 4, i li iNllit il e x r F le,,......,,--,6‘e,-;=....-.1 , ,,,.-4,,x, l. --, . . J*,,, ,,..„. p ______.., 7z,.,,,, , r-et� k.a 1Ai Compressor � ' / Starion ( _ w n" Imo,. / C�; � ' Ditch i7';''.` -T / ` ex i 2„mot i 7-.•. i, I 1• i \� L in: f ' �`�;e' iii v i. t r x, / Eagle Mine Workings 1. Scale: 1Inch=IUU0 Feet s 1 / Weld County Road X00 0 500 1000 N P'.:. -Oil Well and/or arks EAGLE MINE MAP SECTION 14, TOWNS�+IF i NORTH, RANGE 68 WEST, WELD COUNTY, COLORADO FIGURE IS a. Wetlands - Western Environment & Ecology, Inc. has delineated the extents of the wetlands in the tributary drainageway of the Godding Hollow Channel, which flows from south to north through the Highway Commercial area (PA-17) at the west side of the property. The Army Corps. of Engineers has reviewed the wetland delineation and concurs with Western's staking. The staking has been surveyed by EMK Consultants and the wetland boundary is shown on the Master Plan. (Also see Figure 19). In a drainage study prepared by Anderson Consulting Engineers in February, 2000, the Godding Hollow Draw, a tributary to the Godding Hollow Channel, conveys flows from a 541-acre basin. (See Figure 19). The concept Master Plan for the Highway Commercial area will have the rear lot lines of parcels on the centerline of the drainageway/wetland. As individual parcels develop, easement for wetlands will be granted. Existing wetlands will be disturbed at the Godding Hollow Draw culvert crossings of the commercial collector road. (See Figure 19). Areas disturbed will be replaced at the north end at CR 10. At the north end of the Godding Hollow Draw tributary, the existing wetland area widens out at the low point on the south side of CR 10. In our conceptual drainage design, we plan to combine stormwater detention of on-site drainage with the existing wetland to provide water quality enhancement of the controlled release. b. Existing Irrigation Ditches The Stanley Ditch, a concrete-lined irrigation ditch flows northeast atop the ridge from a siphon under the railroad tracks through the site to a concrete box culvert crossing at CR 11. (See Figure 19). In mid-July, this ditch was flowing 1.8 feet deep in a 5-foot deep, 6-foot bottom, 14-foot top concrete trapezoidal channel. There is a gravel maintenance road on the south side of the ditch. This will be used as a regional trail from this CR 11 crossing southwest to connect with the 8-foot walk on the east side of the residential collector roadway. There is an existing lateral off the Stanley Ditch just downstream of the siphon at the railroad, which flows southeast to a small culvert crossing at CR 8, near the railroad crossing. This lateral is in use, and its existing alignment will be maintained outside the lots along its route, except at Block 1, Lots 21- 24, where it will be relocated slightly west to be outside of these lots. In mid-July, this 2-foot wide, 2-foot deep earthen ditch was flowing 6 inches deep. At the northeast quarter of the section, there are two irrigation laterals which flow north and west respectively. The easterly north/south earthen lateral was flowing 6 inches deep in mid-July. The lateral off of this ditch extended west before crossing CR 10. It did not appear to have been used in quite some time. 2. Water Distribution and Fire Protection a. Water Distribution The property is located in the Central Weld County Water District. A water transmission main is planned to extend south along CR 11, then west along CR 8 to serve the Factory Outlet Stores site adjacent to Sweetgrass. As part of this CiaP!4 DTJ Master Plan/PUD August 8, 2000 Page 16 DOWNING 11 THORPE JAMES r se 'a "` COUNTY ROAD 10 L� INING ° °E ARCHITECTURE ENGINEERING cm�mec ! EXPANDED WETLAND TO I Community MITIGATE DISTURBED AREAS t "FROfcf'UPSTREAtI'CULVERT CROSSINGS \ �—. �e v e I o p m e n l WETLAND BOUNDARY LEGEND Group PER WESTERN ENVIRONMENT / AND ECOLOGY, INC. I - . \ IRRIGATION DITCH"A"--/ IRRIGATION DITCH 'B' PARCEL 17 \' / ''-------_____------ II ) ( PROPOSED CULVERT 44 I i \ WETLANDS l' I I.' EXISTING TOPOGRAPHY (5' INTERVAL) DUAL 6H X 9O'W RCBC \ V" r ado o ti r DUAL 6H X 10'W RCBC 2 Union Peel&RR orF-srrE now , E1 O S PARCEL 2 a.:.O - EXISTMIG SIPHON .y O ., Z O`4V PARCEL 15 ovga `s g a `e9, SCALE . 1" = 600' sa5a -1i irpirppp ii Yt 5 IRRIGATION DITCH 'C" 4 x a x Bacon°, Colorado mmem COUNTY ROAD 8 - " WETLANDS AND EXISTING - _ 4 IRRIGATION DITCHES FIGURE IQ improvement a 1.0-million gallon elevated water storage tank is planned on the Factory- outlet Stores site. DTJ has prepared a master plan layout of the water system for Sweetgrass based on the above information. See Exhibit 5 Water and Sanitary Sewer Master Plan in back of this document. A main loop is planned in the Residential Collector roadway, which provides a loop between the transmission mains in CR 8 and CR 11. Eight-inch mains within the individual development parcels will also be looped. Dead-end mains at cul-de- sacs will end with a fire hydrant, which can be used as a blowoff. Community Development Group (CDG) is currently exploring secondary water sources for supplemental water to Colorado Big Thompson, or for non-treated irrigation uses. At such time as systems are identified, CDG will present concepts to City of Dacono for their input. b. Fire Protection The site is located within the Mountain View Fire Protection District. The closest fire station at present is in the City of Dacono at First Avenue and Forest Street, approximately 3.5 miles from the site (see Figure 20). The distance is similar using State Hwy 52 to CR 11, or 52 to the 1-25 frontage road to access the Highway Commercial area. (See Figure 20) for route map. From information provided by Fire Marshall Luann Penfold, there is a future fire station planned at the intersection of CR 8 and CR 3. Required fireflow, assuming adequate main pressure, is 1,000 gpm for residences of 3,600 sf or less; 1,750 gpm for up to 4,800 sf homes. Commercial and light industrial areas require a minimum of 2,500 gpm. A 50% reduction in this requirement can be used if the buildings are fire-sprinklered. Fire hydrant spacing is 500 feet apart in residential areas and 300 feet in commercial/light industrial. Site accessibility was discussed. The south portion of the site is accessed from the main project entry off CR 8. The residential collector roadway loops through the center of the site, and out onto CR 11. A secondary entrance is planned on CR 11 between Parcel 2 (PA-2) and Parcel 3 (PA-3). At the Highway Commercial area (PA-17), an access point is planned on CR 10, and several intersections with the 1-25 frontage road are planned. It was also determined that in order to stay within the 750-foot maximum cul-de-sac length, a secondary emergency access is needed from Parcel 15 (PA-15), through Parcel 16 (PA-16), to connect with CR 8. A firelane may be approved for this emergency access. (See Firelane Detail Figure 20). 3. Sanitary Sewer Collection The subject property is located within two sanitation districts — southeast of Stanley Ditch is in the Dacono Sanitation District; north is in the St. Vrain Sanitation District. The St. Vrain Sanitation District plans to extend a 15-inch sewer up the Godding Hollow drainageway through Section 11 (north of Sweetgrass). Also planned is a 12-inch extension across Interstate 25 to Erie, and a 10-inch sewer up Godding Hollow tributary, „afp444 DTJ Master Plan/PUD August 8, 2000 Page 17 D(7WNIlVG livi PE JAMES HIGHWAY 52 MANIC - ro ca Q0 �! EMONEEIMO a Q 0 Q Community oct w ; �l iDacon Development >- >- Q >- Group z z z zl Existing Dacono Fire Station 0 0 in 0 100 Forest Stre W- I— Q H- (I) Cr V W I— Z_ ORace Track I COUNTY ROAD 10 7 --SITE OPEN RAIL FENCE _ DEFINE FBOTHIRE LANE IDES TO�� 2O I © CONCRETE WALK o �/�,COUNTY ROAD 8 o Erie Fire . . W-O° t `' " RETE Station 45 �R b��' \\`-SUSGRADE DESIGNED FOR FIRE TRUCK LOADING OFIRE LANE DETAIL SCALE:N.T5. SECTION/ELEVATION SITE LOCATED IN: MOUNTAIN VIEW FIRE PROTECTION DISTRICT - 2 Miles paved road at 40 miles per hour = 3 minutes 2 Miles unpaved road at 30 miles per hour = 4 minutes - 0.52 Miles paved rood at 40 miles per hour = 0.78 minutes Total time = 7.78 minutes Damao, Colorado FIRE STATION LOCATION, ROUTE MAP, AND ACCESS POINTS FIGURE 20 across CR 10, through the Highway Commercial area of Sweetgrass, to serve the Factory Outlet Stores site. (See Exhibit 5, Water and Sanitary Sewer Master Plan in the back of this document). Included in this master plan is the preliminary sewer alignment for the 10-inch sewer main through the Highway Commercial area of Sweetgrass. Generally, the sewer is planned within the Highway Commercial Area roadway to allow placement of manholes in paved areas for accessibility. The south quarter of the site slopes to the southeast toward the intersection of CR 8 and CR 11. An extension of the City of Dacono sewer system to this location is not expected in the near future. Therefore, we are requesting that this 110-acre south portion be transferred to the St. Vrain Sanitation District. Due to the lay of the land, which generally slopes from the Stanley Ditch southeast from an elevation of 5145 to elevation 5105 at the southeast corner, a lift station was proposed. The St.Vrain Sanitation District requested that a deep-trench gravity main be studied. They have a concern of potentially high maintenance costs of lift-station operation. A maximum depth of 40 feet was used in the preliminary design. In order to stay within this criteria, basements may not be accommodated in the southerly portion of Parcels 2 and 15 (PA-2 and PA-15), without the use of individual ejector pump facilities for the basement fixtures only. Also, fill areas in the range of six feet are proposed in Parcels 1 and 16 (PA-1 and PA- 16). Basements are planned for all of the residential development parcels. Due to potential high groundwater conditions and/or the development of a perched water table, an underdrain is proposed beneath the sewer main. The underdrain will gravity flow to an outfall at the south stormwater detention pond release structure, which is piped to the Little Dry Creek Drainageway to the east. 4. Natural Gas Service and Oil/Gas Production Wells There are four natural gas wells and one oil production wells, and associated tank batteries on the property. These wells are currently owned and operated by various oil and gas production companies. These wells are anticipated by the developer to be maintained in their present locations. The developer is requesting that a variance be granted by the City allowing a structure to be placed within 150 feet of the well head instead of the current 300-foot requirement. Individual parcel planning considers that these well heads, pump jacks and tank batteries must remain accessible. There are two gas pipeline easements running north-south through the western portion of the property. The west 50-foot wide easement (Exc. No. 19) is granted to Panhandle Eastern Pipe Line Company for an 8-inch and a 16-inch natural gas pipeline. The east 50-foot wide easement (Exc. No. 14) is granted to Wyco Pipe Line Company for an 8-inch oil and gas pipeline. Natural gas service to the development will be provided by KM Energy (formerly KN Energy). Gas mains will generally be located in front of lots, behind walk, in a 7 or 8-foot utility easement. 544/ y DTJ Master Plan/PUD August 8, 2000 Page 18 5. Electric There are several existing overhead electric power lines along the site's perimeter and through the interior: _ a. A 180-foot wide easement (Exc. No. 15) to Public Service Company of Colorado along the entire south side of CR 10 from CR 11 to Interstate 25. Overhead electric transmission lines run on steel towers in this easement. b. A 100-foot wide easement (Exc. No. 29) runs north/south through the center of the property is granted to Public Service Company for overhead electric lines on steel poles _ approximately 900 feet apart. c. On the west side of CR 11, there is an existing United Power Company overhead electric line on wood poles. These poles will be within the proposed 120-foot arterial R.O.W. Within the development, all electric distribution lines will be underground. United Power Company will be the utility provider. It is planned that primary and secondary electric lines will be run at the rear of lots in easements. Switch cabinets, transformers and pedestals will be appropriately placed to reduce visibility, while allowing United Power accessibility for maintenance and repair. It is anticipated that electric, telephone and cable will be joint- trenched. 6. Telecommunications Tess Communications, a Westminster-based telephone and cable service provider, is _ planned to be used in this development. Conceptually the telephone and cable will be joint- trench with electrical (United Power) at the rear of the lot in a utility easement. _ 7. Roadways and Streets The site is bounded on all sides by Weld County roads. When the property was annexed, the adjacent roads, CR 8, 10 and 11 were accepted as City streets. North: County Road 10 Current R.O.W. is 60 feet centered on the section line; 24' paved road from 1-25 frontage road east 2,600 feet to the east entrance to Colorado National Speedway; continues east as dirt road 2,600 feet to CR 11. Classification of future roadway by City of Dacono - Minor Arterial with a 120-foot R.O.W. Swat s 4 DTJ Master Plan/PUD August 8, 2000 Page 19 East: County Road 11 Current R.O.W. is 60 feet centered on the section line; 1 mile road is gravel along the entire property frontage from CR 10 south to CR 8. Classification of future roadway by City of Dacono - Minor Arterial with a 120-foot R.O.W. South: County Road 8 Current R.O.W. is 60 feet centered on the section line; 1,750 feet of site frontage from CR 11 east to the railroad crossing is gravel; continuing west the road is gravel for 2,700 feet, and is paved to the 1-25 frontage road and 1-25 interchange. Classification of future roadway by City of Dacono - Major Arterial with a 120-foot R.O.W. West: Interstate 25 — Freeway and Frontage Road Current east R.O.W. line is west property line of this site. Planned frontage road widening and improvements will occur south of this site between CR 8 and the railroad overpass (southwest corner of site). - When the future 1-25 Interchange at CR 10 is completed, it is assumed that the frontage road alignment will be similar to the planned frontage road alignment at CR 8. That alignment has been used for master planning of the Highway Commercial area of Sweetgrass. a. Access Points With the recent annexation of the Sweetgrass site (previously called The Lakes Annexation), the surrounding County Roads 8, 10 and 11 become City Arterial Roadways as described above. As such, the City of Dacono will have jurisdiction regarding proposed access points to this development from these roadways. See the Master Plan for proposed intersection locations. The Highway Commercial portion of the site at the west side fronts on the 1-25 frontage road R.O.W. As such, access from the frontage road to proposed development parcels will require CDOT Highway Access Permits. As discussed above, when future frontage road realignment occurs, access to individual parcels will change. b. Traffic Impact Analysis Felsburg, Holt & Ullevig has prepared a traffic impact analysis for the proposed Sweetgrass development. This study takes into account the Factory Outlet Stores site (104 acres) south and west of Sweetgrass, as well as the Colorado National Speedway facility to the north. Also, TransPlan Associates, Inc., traffic engineering consultants, recently completed a traffic impact analysis for Ted Decker, Oxford Development, LLC., the owner/developer of the Factory Outlet Stores. y0444 DTJ Master Plan/PUD August 8, 2000 Page 20 c. Proposed Roadway and Street Improvements See typical Arterial Street sections for proposed interim roadway improvements, and future (ultimate) improvements. The proposed hierarchy of streets within the development is as follows: Residential Collector Roadway 70' R.O.W., median islands at entrances and other locations as shown, 36' FL to FL allows 2 travel lanes and a center left turn lane, no on-street parking, 20' FL to FL for one-lane travel at median islands. See typical street section for tree lawns and walkways. Residential Local Street 55' R.O.W., 32' FL to FL allows 2 travel lanes and parking permitted on both sides of street, mountable curb/gutter for individual driveways. See typical street section for tree lawns and walkways. Residential Local Street Cul-de-sac 107' R.O.W. diameter, landscaped island w/pocket parking, 22' FL to FL travelway, no on-street parking, mountable curbwalk. 48' outside flowline radius accommodates fire-truck turnaround. See typical street section. Highway Commercial Area Roadway 60' R.O.W., 40' FL to FL allows 2 - 12-foot travel lanes and a 12-foot center left turn lane, no on-street parking, vertical curb/gutter with drive cuts. See typical street section for tree lawns and walkway. The City of Dacono Roadway Design Standards were used for the horizontal and vertical roadway alignment design. Design speed (generally 5 mph above posted speed) is: STREET DESIGN SPEED Arterial 45 mph Residential Collector 35 mph Residential Local Street 25 mph Highway Commercial Area Road 30 mph 8. Storm Drainage A Phase I Drainage Plan and Report has been prepared by DTJ, and copies have been included in this Application package. S:\WP\Dacono\Utility and Infrastructure.doc 5444410‘44 i10A44 DTJ Master Plan/PUD August 8, 2000 Page 21 SWtari 4 4 DTJ Master Plan/PUD August 8, 2000 APPENDIX APPENDIX - ITEM 1 LEGAL DESCRIPTION (ANNEXATION) A PORTION OF SECTIONS 11, 13, AND 14, TOWNSHIP 1 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 14; THENCE N00°12'0O"W ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 14, 30.00 FEET TO THE POINT OF BEGINNING, SAID POINT BEING ON A LINE THIRTY (30) FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF _ THE SOUTHEAST QUARTER OF SAID SECTION 14; THENCE 588°56'56"W ALONG SAID LINE, 1854.89 FEET TO A POINT ON A CURVE ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THE UNION PACIFIC RAILROAD; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE THE FOLLOWING SIX (6) COURSES: 1. THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 2902.76 FEET, A CENTRAL ANGLE OF 11°56'43" (THE CHORD OF WHICH BEARS N410 37'58"W, 604.09 FEET), 605.19 FEET TO A POINT OF TANGENT; 2. THENCE N35° 39'36"W ALONG SAID TANGENT, 674.84 FEET TO A POINT OF CURVE; 3. THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 1839.60 FEET, A CENTRAL ANGLE OF 54° 53'25", 1762.37 FEET TO A POINT OF TANGENT; 4. THENCE 589°26'58"W ALONG SAID TANGENT, 467.86 FEET TO A POINT OF CURVE; 5. THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 1886.98 FEET, A CENTRAL ANGLE OF 11°44'53", 386.91 FEET TO A POINT OF TANGENT; 6. THENCE N78°48'08"W ALONG SAID TANGENT, 162.26 FEET TO THE EAST RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 25; THENCE ALONG SAID EAST RIGHT-OF-WAY LINE THE FOLLOWING FOUR (4) COURSES: 1. THENCE N00°21'29" E, 981.25 FEET; 2. THENCE N09°06'31"W, 304.10 FEET; - 3. THENCE NO 0°21'29"E, 2069.83 FEET' 4. THENCE NOO°02'29"E, 30.00 FEET TO THE,NORTH RIGHT-OF-WAY LINE OF COUNTY ROAD 10. SAID NORTH RIGHT-OF-WAY LINE BEING THIRTY (30) FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 11; THENCE N89°38'07"E ALONG SAID LINE, 1260.30 FEET TO THE EAST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 11; THENCE SOO°09'19"W ALONG SAID EAST LINE AND ITS SOUTHERLY EXTENSION, 60.00 FEET TO THE SOUTH R.O.W. LINE OF SAID COUNTY ROAD 10, SAID LINE BEING THIRTY (30) FEET SOUTH OF AND PARALLEL WITH THE NORTH LINE OF SAID SECTION 14; THENCE N89°38'21 " E ALONG SAID LINE, 310.56 FEET; THENCE N89°37'09"E ALONG SAID SOUTH RIGHT-OF-WAY LINE, 2648.84 FEET TO A LINE THIRTY (30) FEET EAST OF AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 13; THENCE SOO°05'11"E ALONG SAID LINE, 2578.61 FEET; THENCE SOO°12'00"E ALONG A LINE THIRTY (30) FEET EAST OF AND PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 13, 2572.79 FEET TO THE NORTH RIGHT-OF-WAY LINE OF COUNTY ROAD 8; THENCE N88°59'59"W ALONG SAID NORTH RIGHT-OF-WAY LINE, 30.01 FEET TO THE POINT OF BEGINNING, CONTAINING 515.912 ACRES, MORE OR LESS. 07/31/00 14:58 CITY OF DACONO 4 3034421241 NO.088 P02 APPENDIX - ITEM 2" ANNEXATION AGREEMENT /THIS AGREEMENT is made and entered into this ,.,Zy day of '- _,-c----r,I 2000, by and between UNION PACIFIC LAND RESOURCES CORPORATION, hereinafter referred to as "Owner, " and the CITY OF DACONO, a municipal corporation of the State of Colorado, hereinafter referred to as "Dacono" or the "City". WITNESSETH: WHE , the Owner desires to annex to Dacono the property more parti ularly described on Exhibit "A, " which is attached hereto, incorporated herein, and made a part hereof (such property is hereinafter referred to as "the Property") ; and _ WHEREAS, Owner has executed a petition to annex the Property, a copy of which petition is on file with the City Clerk; and WHEREAS, it is to. the mutual benefit of the parties hereto to enter into the following Agreement; and • WHEREAS, Owner acknowledges that upon annexation, the Property will be subject to all ordinances, resolutions, and other regulations of the City of Dacono, as they may be amended from time to time. NOW, THEREFORE, IN CONSIDERATION OF THE ABOVE PREMISES AND THE COVENANTS AS HEREINAFTER SET FORTH, IT IS AGREED BY AND BETWEEN THE PARTIES ASiFOLLOWS: 1. Incorporation of Recitals. The parties confirm and incorporate the foregoing recitals into this Agreement . g 2 . \ Further Acts . Chiller agrees to execute, promptly upon p p Y request of Dacono, any and all surveys and other doe ments other necessary to effect the annexation of the Property and provisions of this Agreement. Owner agrees not to sign any other petition or annexation of the Property or any petition for an - . annexation election relating to the Property, except upon request of Dacono.! ii• 1 I � I 07/31/00 14:58 CITY OF DRC0N0 4 3034421241 NO.088 D03 3. Annexation Documents . Owner agrees to provide legal documents, surveys, engineering- work, newspaper publication, maps, and reports determined by Dacono to be necessary to accomplish the annexation. Dacono shall prepare the annexation impact report. 4 . Action on Annexation Petition. Dacono shall act upon the annexation petition within six months of the date of filing thereof with the City Clerk, unless Owner consents to later action. 5. Zoning and Development. The parties recognize that it is the intent and desire of Owner to develop the Property in a manner generally consistent with the zoning requested and that the granting of such zoning by the City of Dacono is a condition to annexation of the Property. Owner shall take all action necessary -- to permit zoning by .Dacono of the annexed Property within the time prescribed by state statutes. 6. ,Conformity with Laws. Owner agrees that the subdivision, design, improvement, construction, development, and use of the Property shall be in conformance with, and that Owner shall comply with, all. City ordinances and resolutions including, without limitation, ordinances and resolutions pertaining to annexation, subdivision, zoning, storm drainage, utilities, access to City streets and flood control . . 7. INo Repeal of Laws. Nothing contained in this Agreement shall constitute or be interpreted as a repeal of the City' s ordinances or resolutions, or as a waiver of the City's legislative, governmental, or police powers to promote and protect the health, safety, and welfare of the City and its inhabitants; nor shall this Agreement prohibit the enactment or increase by the City of any tax or fee. 8. ,Disconnection. No right or remedy of disconnection of the Property from the City shall accrue from this Agreement, other than that , provided by applicable state laws. In the event the Property or any portion thereof is disconnected at Owner's request, Dacono shall have no obligation to serve the disconnected property or portion thereof and this Agreement shall be void and of no further force and effect as to such property or portion thereof. 9. Severability. The parties agree that if any part, term, portion, r provision of this Agreement is held by a court of competent 'urisdiction to be illegal or in conflict with any law of the State of Colorado, the validityof the remaining parts, terms, portions, or provisions shall not be affected, and the rights and obligations of the parties shall be construed and enforced as if the Agreement did not contain the particular part, term, portion, or provision held to be invalid. 2 07/31/00 14:58 CITY OF DAC0N0 4 3034421241 NO.088 D04 10. Municipal Services. Dacono agrees to make available to the Property all of the usual municipal services in accordance with the ordinances and policies of the City, which services include, but are not limited to, police protection and water services. Water service to the Property shall be obtained from and provided by the City. Owner acknowledges that City services do not include, as of the date of the execution of this Agreement, fire protection, emergency medical services, or sanitary sewer services, but the Property is presently included within the boundaries of and is entitled to receive such services from the Mountain View Fire Protection District, the Dacono Sanitation District and the St. Vrain sanitation District. 11. Future , Cooperation. The parties agree that they will cooperate Iwith o e another in accomplishing the terms, conditions, and provisions o the A reement, and will execute such additional documents as nec ssary o effectuate the same. 12. Amendm t. This Agreement may be amended by the City and any Owner without the consent of any other Owner as long as such amendment affects only that Owner' s portion of the Property. Such amendments shall be in writing, shall be recorded with the County Clerk of Weld County, Colorado, shall be covenants running with the land, and shall be bind'ng upon all persons or entities having an interest in the Property subject to the amendment unless otherwise specified in the amendment . Except as otherwise provided herein, this Agreement shall no be amended unless approved in writing by all parties hereto. 13. Entire Agree nt. This Agreement embodies the entire agreement of the p rjies. There are no promises, terms, conditions, or oblige ions other than those contained herein; and this Agreement s persedes all previous communications, representations, or r ements, either verbal or written, between the parties. 14 . Indemnificatin. Owner agrees to indemnify and hold harmless the City and t e City' s officers, employees, agents, and contractors, from and a ainst all liability, claims, and demands, including attorneys' fe s and court costs, which arise out of or are in any manner connec ed with the annexation of the Property, or with any other annexati n or other action determined necessary or desirable by the City i order to effectuate the annexation of the Property, or which ar in any manner connected with Dacono's enforcement of this Agreement. Owner further agrees to investigate, handle, re pond to, and to provide defense for and defend against or at the City' s option to pay the attorneys' fees for defense counsel of the City' s choice for, any such liability, 3 07/31/00 14:58 CITY OF DACONO ->.3034421241 NO.088 D05 • claims, or demands. The obligations of this Paragraph shall not extend to any injury, loss, or damage asserted in any action which lies in tort or could lie in tort and which is caused solely by a negligent or willful and wanton act of the City, its officers, employees, agents, and contractors. The City and Owner understand and agree that the City is relying on, and does not waive or intend to waive by any provision of this Agreement, the monetary limitations (presently $150, 000 per person and $600, 000 per occurrence) or any other rights, immunities, and protections provided by the Colorado Governmental Immunity Act, G.R.S. § 24-10- 101, et seq. , as from time to time amended, or otherwise available to the City, its officers, or its employees. 15. Owner. As used in this 'Agreement, the term "Owner" shall include any of the heirs, transferees, successors, or assigns of :. I Owner, and all such parties shah have the right to enforce this Agreement,[ and shall be subject t the terms of this Agreement, as if they were the original partiesjthereto. • 16. Amendments to Law. As used in this Agreement, unless otherwise specifically provided herein, any reference to any provision Of any City ordinance, resolution, or policy is intended to refer to any subsequen , amendments or revisions to such ordinance, resolution, or o ' cy,', and the parties agree that such amendments or revisions s 11 be binding upon Owner. 11 . Binding Effect. Th- Agreement shall be binding upon and inure to the benefit f e e1 s, transferees, successors, and assigns hereof, and st�iall co sti ute covenants running with the land. This Agreement ?ha 1 e r corded with the County Clerk of Weld County, Colorado, t er' s expense. Subject to the conditions, precedent here/ , his Agreement may be enforced in any court of competent jurisdi ti n. 18 . Failure to Annex his Agreement shall be null and void if the City fails to approve he annexation of the Property. 19. Legislative Discret on. The Owner acknowledges that the annexation and zoning of he Property are subject to the legislative discretion and/or quasi-judicial determination of the City Council of the City of D ono. No assurances of annexation or zoning have been made by the ity1or relied upon by Owner. In the event that, in the exercise of its legislative discretion, any action with respect to the roperty herein contemplated is not taken, then the sole and exc usive remedy for the breach hereof -- accompanied by the exercise of such discretion shall be the withdrawal: of the petition for annexation by the Owner, or 4 I II 07/31/00 ' 14:58 CITY OF DRCONO 4 3034421241 NO.088 D06 r . disconnection from the City in accordance with state law, as may be appropriate. 20. Notice. All notices required under this Agreement shall be in writing and shall be hand-delivered or sent by facsimile transmission or registered or certified mail, return receipt requested, postage prepaid, to the addresses of the parties herein set forth. All notices by hand delivery shall be effective upon receipt. All facsimile transmissions shall be effective upon transmission receipt. All notices by mail shall be considered • effective seventy-two (72) hours after deposit in the United States mail with the proper address as set forth below. Either party by notice so given may change the address to which future notices shall be sent. . Notice to City: City of Dacono 512 Cherry Street P.O. Box 186 Dacono, CO 80514 With copy to: Griffiths, Tanoue 6 Light, P.C. 1512 Larimer Street, #550 Denver, CO 80202 Notice to Owner: Union Pacific Land Resources Corporation Attn: George Peters P.O. Box 7 MS 27-04 Ft. Worth, TX 76101-0007 With a copy to: I Alan Lottner Haligman, Lottner, Rubin & Fishman, P.C. I 633 17th Street, Suite 2700 Denver, CO 80202 _ 21 . Election. Owner..algrees that it is voluntarily entering into this Agreement. Owner represents and submits that, to the extent an election would be required pursuant to C.R.S. § 31-12- 112, as amended, to approve the annexation or to impose terms and conditions upon the Property to be annexed, Owner owns 100 percent of the Property, excluding public streets and alleys, and would vote to approve the annexation and all terms and conditions as set forth herein.' Thus, any election would necessarily result in a majority of the electors' approval to the annexation and the terms and conditions. 22 . No Third-Party Rights. This Agreement is made solely for the benefit of the parties hereto, and is not intended to nor shall S , I 07/31/00 14:58 CITY OF DACON9 -> 3034421241 NO.088 P07 I • it be deemed to confer rights to any persons or entities not named as parties hereto. 23. Governing Law. The laws of the State of Colorado shall govern the validity, performance, and enforcement of this Agreement. Should either party institute legal suit or action for _ • enforcement of any obligation contained herein, it is agreed that the venue of such suit or action shall be in Weld County, Colorado. 24. Headings. The paragraph headings in this Agreement shall not be used in the construction or interpretation hereof as they have no substantive effect and are for convenience only. 25. No Warranties by City. The City is entering into this Agreement in good faith and with the present intention, on the part of the present City Council, that this Agreement will be complied with. However, because some of the provisions of this Agreement may involve areas of legal uncertainty, the City makes no representation ] as to the validity or enforceability of this Agreement against the City, and by entering into this Agreement the Owner acknowledges and accepts that no such warranty is made on the part of the City. 26. Authority. Each person executing this document on behalf of the Owner represents that he or she has been duly authorized by - the personlhe or she represents to execute this Agreement, and has full authority to bind said party to the terms and conditions hereof. • - I OWNER: UNION PACIFIC D RESO S CORPORATION By: Its: ✓ .v - 6 it 07/31/00 14:58 CITY OF DAC0N0 4 3034421241 NO.088 D08 r' . ACICNOwLEDGEMENT STATE OF j Q,�l1✓Y ) - f/ ) ss COUNTY OF ! WO-0 ) The above and foregoing signature of g Orcie. 1 e-ars s scribed and sworn to before me this aQ day of Vali_ , 2000. ness my hand and official seal. - My commission expires on: 14O-gOO01-- ,, , CATHY J.GREED / , per/ ;: Notazy Public ll J/ '.•. STATE OF TEAS el, S ►g�.E.kn.m:s No ary P41- Odin � (SEAL) if ' - gxwyy, t dA L'Qf4f 4: CITY OF DACONO Ltey_ OI v de By:Cf/144.-�' 9'('(rRp �° O La D. Stepien, M yor "'•uocOaPt ATTEST; � mw Le I ._ Nancy Ell tt, City Clerk - O6/ZU OOG a:1J Mf I 7P:\ornanDacono\7tuaal h.l.ara\Ama•dc I 7 07/31/00 14:58 CITY OF DRCONO 4 3034421241 NO.088 909 EXHIBIT A - LEGAL DESCRIPTION: _ LEGAL DESCRIPTION - Rl ZONING PARCEL A PORTION OF SECTIONS 13 AND 14, TOWNSHIP 1 NORTH, RANGE 68 WEST OF THE " _ SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: - I :. COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 14; THENCE N00012'OO"W ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 14, 30.00 FEET TO THE POINT OF BEGINNING, SAID POINT BEING ON A LINE THIRTY (30) FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF THE. SOUTHEAST QUARTER OF SAID SECTION 14; THENCE 588056'56"W ALONG SAID LINE, 1854.89 FEET TO A POINT ON A CURVE ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THE UNION PACIFIC RAILROAD; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE THE FOLLOWING THREE (3) COURSES: 1. THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 2902.76 FEET, A CENTRAL ANGLE OF 11056'43" (THE CHORD OF WHICH BEARS N41037'58"W, 604.09 FEET) , 605.19 FEET TO A POINT OF TANGENT; 2. THENCE N35039'36"W AL NG SAID TANGENT, 674.84 FEET TO A POINT OF CURVE; 3. THENCE ALONG SAID TO THE LEFT HAVING A RADIUS OF 1639.60 FEET, A CENTRAL ANGLE 01,43008' 0", 1385.24 FEET; , THENCE N02028'50"W, 184.40 FEET THENCE N03027'10"E, 2984:30 FEE ; THENCE N00043'10"E, 266.06 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF COUNTY _ ROAD 10, SAID LINE BEING THIRTY (30) FEY}T SOUTH OF AND PARALLEL WITH THE NORTH OF SAID SECTION 14; THENCE N89038'21"E ALONG SAID S UTH RIGHT-OF-WAY LINE, 980.09 FEET; THENCE N89037'09"£ ALONG SAID S UTH RIGHT-OF-WAY LINE, 2648.84 FEET TO A LINE THIRTY (30) FEET EAST OF PARALLEL WITH THE WEST LINE OF THE % NORTHWEST QUARTER OF SAID SECT N 13; THENCE S00005'11"E ALONG SAID NE, 2579.61 FEET- ; THENCE S00012'00"E ALONG A LI THIRTY (30) FEET EAST OF AND PARALLEL WITH THE WEST LINE OF THE SOUT EST QUARTER OF SAID SECTION 13, 2572.79 FEET TO THE NORTH RIGHT-OF-WAY INE OF COUNTY ROAD 8; THENCE N88059'59"W ALONG SAID RTH RIGHT-OF-WAY LINE, 30.01 FEET TO THE POINT OF BEGINNING CONTAI G 396.070 ACRES, MORE OR LESS. - LEGAL DESCRIPTION - Cl ZONING CEL A PORTION OF SECTIONS 11 AND 1 , TOWNSHIP 1 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS OLIONS; COMMENCING AT THE SOUTHEAST CO OF SAID SECTION 14; THENCE N00012'00"W ALONG THE T LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 14, 30.00 FEET TO A LINE TTIUIRTY (30) FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 14; .1854.89 FEET TO A POINT ON A CURVE THENCE 588056'56"W ALONG SAID LINE, ON THE SOUTHERLY RIGHT-OF- WAY LINE OF THE UNION PACIFIC RAILROAD; 8 : I 07/31/00 14:58 CITY OF DACONO -' 3034421241 NO.088 U10 . . • THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE THE FOLLOWING SEVEN (7) COURSES: 1. THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 2902.76 " FEET, A CENTRAL ANGLE OF 11056'43" (THE CHORD OF WHICH BEARS N41m37'58"W, 604.09 FEET) , 605.19 FEET TO A POINT OF TANGENT; 2. THENCE N35039'36"W ALONG SAID TANGENT, 674.84 FEET TO A POINT or CURVE; 3. THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 1839.60 FEET, A CENTRAL ANGLE OF 43008'40", 1385.24 FEET TO THE POINT OF BEGINNING; 4. THENCE CONTINUING ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 1839.60 FEET, A CENTRAL ANGLE OF 11244'45", 377.13 FEET TO A POINT OF TANGENT; _ 5. THENCE 589426.58"W ALONG SAID TANGENT, 467.86 FEET TO A POINT OF CURVE; 6. THENCE ALONG SAID CURVE TO THE RIGHT RAVING A RADIUS OF 1886.98 FEET, A CENTRAL ANGLE OF 11044'53", 386.91 FEET TO A POINT OF TANGENT; 7. THENCE N7Bm48'OB"W ALONG SAID TANGENT, 162.26 FEET TO THE EAST RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 25; _ THENCE ALONG SAID EAST RIGHT-OF-WAY LINE THE FOLLOWING FOUR (4) COURSES: 1. THENCE N00221'29"E, 981.25 FEET; 2. THENCE N09206'31"W, 304.10 FEET; 3. THENCE 'N00021'29"E, 2069.83 FEET; 4. THENCE NO0202'29"E, 30.00 FEET TO THE NORTH RIGHT-OF-WAY LINE or COUNTY ROAD 10, SAID NORTH RIGHT-OF-WAY LINE BEING THIRTY (30) FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST QUARTER ' OF SAID SECTION 11; THENCE N8903(3'07"E ALONG SAID LINE, 1260.30 FEET TO THE EAST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 11;THENCE 500209'19"W ALONG SAID EAST LINE AND ITS SOUTHERLY EXTENSION, 60.00 FEET TO THE SOUTH RIGHT- OF-WAY LINE OF SAID COUNTY ROAD 10, SAID LINE BEING THIRTY (30) FEET SOUTH OF AND PARALLEL WITH THE NORTH OF SAID SECTION 14; THENCE N89238'21"E ALONG SAID LINE, 330.47 FEET; THENCE 50024(3'10"W, 266.06 FEET; _ THENCE SO3m27'10"W, 2984.30 FEET; THENCE 502028'50"E, 184.40 FEET TO THE POINT OF BEGINNING CONTAINING 117.842 ACRE!, MORE OR LESS. - 9, � I 5141teVe44 DTJ Master Plan/PUD August 8, 2000 EXHIBIT _ mot , «)`'� ;%r../ (( THE LAKES " . ; '•�� + � ANNEXATION MAP ' r7/ � TO THE CITY OF DACONO PORTION OF SECTIONS 11, 13 AND 14, TIN, R68W OF THE 6TH P.M., r \) COUNTY OF WELD, STATE OF COLORADO SHEET 1 OF 1 s. .�- � ° �s< � _ _ . �r\S, �/S00'09'19'W� R SEC. 11 ��J ?N-3 �� RC A� 60.00' N Ua CDR SEC a MwwA m Ne.,n . �� ;;R NE 1/.N4 1/a ` - l M.RTPo`N7rcF:.`u.mi°°".m: .c % COUNTY ROAD 10 "E tors SEC 1a 'J ' 1� � • , ('`�IG/ .00'02'25• 1 • eF /,,,,,.89'38'21"E /� %G / �I �,( r 30.00' 4 N89'38'07"E 11260.30' zyL1q.56,///f/� N893T09E 2648.84'lr. or VICINITY MAP t33 I -.pop•. , I o a CERTIFICATE OF OWN.C9SHIP — N `X wnpL m moo ICY.ALL SEA Or 1005E PRESENTS. THAT UNION PACIFIC LORD RESOURCES CORPORATION C/O W N APPLICANT UNION PACIFIC RESOPES COMPANY. WEANS THE 50.E OWNER ADO PROPRIETOR OF THE FOLLOWING gl DESCRIBED.LND,EXCEEDING PUBLIC ROADS.TO.IT: Z.;. m DACONO PROPERTIES.I.L.C. 950 E.PRENTICE AVEV£.SUITE 210 A PORTION OF SECTIONS II ].MID 14. LOANSHL DO.NORTH.VA RANGE fib.ESE OF M 51X710 _lY I m 303-77OOD.COLORA30 80111 PRINCIPAL&ERIC..COUNTY CF WELD.STATE OF COLORADO.MORE PART IC.UR,'DESCRIBED AS 303-719.2652 FSLpA5: z I COwEACIEC AT THE SOUTHEAST CORNER OF SAID SECTION IA: SEC. 14 n SEC. 13 THENCE N00,2,046 ALONG THE EAST LINE CF 1:E SOUTHEAST OLURTER S SAID SEC-ION t., ' C SURVEYOR'S CERTIFICATE 30.00 FEET TO Tie POINT OF BEGIMNING. SAIL POINT BEING ON A LINE THIRTY(30)FLAT NOyO6'3 /. 515.912 AC 2 NORTH OF.0 PAROLE.WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION I, JON S.YCp;.n11. .SEAT REGISTERED PROFESSIONAL 1.V0 SURVEYOR IN TEE 304.10' THENCE 558.56'50,ALONG SAID LIFE. 1654.89 FEET TO A POINT ON A CURVE ON THE E 1/4 COR SEC la STATE O COLORADD. W HERE?`.'CERTIFY THAT THE ANNEXATION IL'P SHOMH SOUTHERLY RIGHTT-O'-'ALIT LINE OF TIC UNION PACIFIC RAILROAD: 9'/<D.4 SAD Ic FOUL J-I/a ALUMin�UTA' 0 HEREON S A CORRECT DELDEATI Il OF TYE ABOVE CESCRIBED PARCEL OF LAM TIERCE ALONG SAID SOUTHERLY RIGHT-OF-OAT LINE THE FOLLOWING SIX(5)COURSES: L5 16401'.986 D AND THAT AT LEAS-ONE-SIXTH(I/6)OF THE PEE IPIICRAL BOUNDARY OF SAID PARCEL IS CONTIGUOUS TO TIE PRESENT BOUNDARY OF THE CITY OF DACONO. I. THENCE ALONG SAID C(THE CC RDE RIGHT HAV 1.3 A RADIUS OF 2902.46 FEET. CENTRAL N tT11L' _ SA EN a„w1 181ER CANT IFY THAT THIS MAP OHO LEGAL DESCRIPTION WERE TUAPAPED roE, OF I1 55'43•(THE:HOD CF Id BEARS NA 1'34'58,,604.09 FEET).605.19 FDET TO A POINT OF LOTIN', c, _ UDEF MY PERSONAL SPFAVISION I NANG,2000. 2. ALOE"35.39'36•'4 ALONG SAID TANGENT,844.8.FEET TO A POINT O CURVE; 1-a. 3. THNENCE ALONG SAID CURVE 70 THE LEFT HAVING A RAO:US OF 18]9.60 FEET. CENTRAL r OF 5'•53'25•. 2.34 FEET 0 A POINT OF",.GENE z A. T yNCE S3S•26'SB:R/ALONG SAID TANGENT,464.86 FEET TO A POINT OF CIURE: UNION 5. T•EN<ALONG SAID CURVE TO THE RIGHT WVI`D A RADIUS OF 886.98 FEET.A CENTRALI Pnr„riC I O JON 5..:DANIEL,RS ANCLE OF 11.4'•5'.386.91 FEET TO A POINT OF TANGENT: /,589'27'88"W'"' A _ COLORADO PLS,12405 G. THENCE N48.48.06.F ALONG SAID TANGENT, 152.26 FEET TO THE EAST RIGHT-OF-WAY / 467.86' 1i ti LINE OF INTERSTATE HldwAY 25: N78'48'O8-w [J THENCE ALONG SAID EAST RIGHT-0-WAY LIE THE FOLLOWING FOUR(41 COPSES: 162.26' I �. / S = 54'53'25' 10� THEN WW2,-29.E..981.25 FEE-, I, R = 78°,9.60' A n 2. THENCE.09'06'31,,30'.'0 FEET: / N 2. 'FENCE N00'21'29-E,2069.83 FE T: L = 1762.37' 'L3' v A. ,HENCE N00'02'29'E. ]0.00 E T TO THE NORTH RIGHT-OF-NAT LINE OF COUNTY ROAD N 0, SAID NORTH RI GOT•0G-wAT L NE BEING THIRTY(30)FEET NORTH OF MD PARALLEL II A= 11'44'53" S.-1,;,. .LTA THE SOUTH LINE OF THE SOU NEST 00000.0 OF SAID SECTION II: I R= 1886.98' E'4'• NEnOL N69.38•07-6'ALONG SAID LINE, 1260.30 FEET TO THE EAST UIE OF THE SOUTW I 1 EST , L= 386.91' $ I' I CITY COU NCII APPROVAI: CUWTER OF THE SOUTHAEST OV.R'ER OF SAID SECTION II. con...,MTaa THIS IS TO CERTIFY THAT .ORATE 400'O3'IAD ALONG SAID EAST LINE AND ITS SOIR4Rly EXTENSION, 60.00 FEET TA I TTHEIC'_ARIES AWNACT AT MAP WAS APPXOvp 8✓ORDINANCE -HE SOUTH RIdT-OF-SOT LINE OF SAID COUNTY ROAD I0,SAIO VINE BEND.THIRTY(30)FEET S � OT itE DAY N 4.D..2000. SOUTH DF Ann FORA LEL'PITH THE NORTH OF SAID SECTION IA: �j I t2'.sni,,• THAT THE RArd OF:HE:ITT ACONO.d HA'-OF THE CtiY OF DAgZ HENCE 589'28'21'E ALONG SAI0 LINE, '310.56 FELT; 1� S'..%qp�py HEREBY ACZKNON TOS SAID r d L9M CH THIS CERTIFICATE IS n ENCC 589•37'09•E KOND SAID SOUTH RIGHT-OF-WAY LIN-=. 26.8.84 FEET TO A LINE THIRTY I EnM�I I'P•,,.V\'' . ENDORSED FOR ALL PURPOSES INDICATED THEREON. (30)FEET EAST OF AND PARALLEL'wITN THE .EST LINE DF THE.NORTH.EST QUARTER OF SAID "2, SECTION 13:ie.,.S00.O]'II•_KUNG SAID LINE_2578.61 FEE': L., _ — -- _F THENCE SOO:ID:00•E KONG A LINE T-HRTT(20)FEET BAST OF A. PARALLEL wITN THE.EST - — — — --- T S�'56 5O'w 1854.89 I RE OF THE SOUTCEST OIWTEA C•- SAID SECTION 3, 2572.79 FEET TO THE NGR111 / I N88'5959-y wTUN R ICHT-OF-MAT LINE CF COUNTY RCA°6( S I/4 CDR SEC 14 COUNTY ROAD 8 sw cars scc u A= 11'56'43" I 30.07' THENCE.08'59'59^.ALONG SAID NORTH RIGHT-OF-wAT LINE. 30.01 FEET TO THE POINT OF N001Y00-w P.O.B. 81-GINNING CONTAINING 515.912 ACRES.MORE CR_SS. ro d,oa„ R= 05.19'6' 37.00' / ATTEST: SEC. 23 L= 605.19' 5EGE DETAIL BELOW wvE CMSEO THE ABOVE DESCRIBED TRACT OF UV TO 3E ...EXEC,UNDER THE NAME OF THE S'COR ID.14 Es AwEx.Arld. CHBR= N41'3758'W "in°L m°°a' FOUND 3S I/A.1. AUMINLM LIMY a,,H< OwMER: LN:ON PACIFIC LAND RESOURCES CORPORATION CHL=604.09' GO ONION PACIFIC DEVALUES COAPANT . IFTFNID II BY: CI,OF DAC0NO O ARCS PETERS,AUG.,-1N-FAG' GRAPHIC SCALE '2Ci?_p ow _ CORPORATE OWLS y ` A,EXA'd BOUNDARY SNAIL Cr ) 1 =i-�r-� �� - 14 xipo \ N8 359'59'W RECORDER'S CERTIFICATE COrr O )SS (O rat I P.O.B. 30.07' U. THIS ANNfXAT IC WP WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY L IOU.MP 2 SF LOA SC IA CLERK AND RECORDER OF WO C0UNTYAT O'QIC TIE Fai W:N BRING INSTRI wA5 ACICA, 4E TN BEFORE TNIS ! OF DAYDAY W- A.D.. IN THE BOOM 2000.BY OEM.PETERS. W'-A kCF3T:OA NC. WITNESS Mr HAND A OFFICIAL SEAL. CONTIGUITT DETAIL - .. TOT.RERHICER OF THIS ANEXAFIGA 19.760 FEET GENERAI NOTES WELD COUNTY 0.600 AFD RECORDER NCIARr PUBLIC 1/6 TO-AL PERIMETER OF(HIS ANEXATICs 3.293 FEET BY, PEi1MCCR CONTIGUOUS TO THE CITY OF GOON) 13.]49 FEET 1.THIS ANNEXATION MAP IS NOT A L,.SURE,RAT OR DO...,SURREY DEPUTY PLAT. SOUDMIT DETERMINATIONS ARE NOT A PART OF THE S.RvE'(OR'S STATEMENT dam HEREON. MT LONMISST?I L.OA,HLP TOTAL AREA SE:NC ROCOCO: 515.912 ACRES,YORE OR LESS 2.NOTICE: ACCORD,NG TO COLORADO LAW YOU EUs1 CCWENCE ANT LEGAL EMK CONSULTANTS,INC_ Att1OH BASED UPON MAY DEFECT IN THIS SURVEY WITHIN APSE TEARS FT AER YOI FIB DISCOVER SU0I DEFECT. IN NO EVENT MAT AA ACTION ENGINEERS• SURVEYORS BASED LPCN DEFECT In THI5 SURVEY BE CmA MORE THAN MO TTHANOU TEN 4006 STH ALTON WAY,51ADWO F YEARS FROM TIE GTE OF RE CERTIFIGTId SPAN HERE.. ENGLEM000•COLORADO 601,2-2004 (MD Fwd 3.BEARINGS ARE BASE, ON THE EAST LINE CF THE SCUT..5 WR T OTFR OF SECTION IA.BEM1n.x00.12.00,(AS5MED). 177.hIJ•(414-157-0 1-_ a/I111S C 11 ANNEXATION MAP (EXHIBIT 1) rr • THE LAKES �'� �' J ZONING MAP -. %' ,,,.:1, lilt IN THE CITY OF DACONO i.r\. :., l \ L ' A PORTION OF SECTIONS 11, 13 AND 14, Tt N, R68W OF THE 6TH P.M., • },� � COUNTY OF WELD, STATE OF COLORADO • r % SHEET 1 OF 1 CERTIFICATE OF OWNERSHIP J `� %' =(1 14� I I EXISTING?NING: Si 11 I1 W. �'�-' '�. C C. KNOW AL. YEN BT SESE PRESENTS TNt iY{FOLLOWING ARE iFE CMfR(SA. J/- T \ 1� I 1--1 I I MORTGAGEE G LICK'0L0°R OF..RT7)N LMDs IN WELL COUNTY.C0.1AA00. 5 ' _ • DESCRIBED HEREON.EXCLUDING PUBLIC RWL5. 0 �, I N I/4 COR SEC to :I EXECUTED THIS_DAN.CF A.O.COCC � 500'09'19"W 60.00' NE cG SEC 104• 240 7'29__ I kw COR NE I/A Nw I/A I -COUNTY ROAD 10 _ , A / ,ti 30.00' n89'38'07"E;1260.30. N89.38;_21"E 1310.'6',!f/« _N89'3_T09_E 2648.84' s, �/ { r (; /J, t'p Cdi 5'=C t♦ —r— ]JO.a)' 98009' ATTORNEY-Ix-ACf J /� I ic AAEGGE PEIERS .: � •/u', • �j�w�\�((` SoI 266.06' WIC.PACIFIC LAID ESE 'S. .PANYCORPGATION ^\�� 1i/ ),) �� t r SOOYJ't 0'20 _y^b. C/O UNION PACIFIC RESRNCES LOOkVY M_ Fi I STATE OF COLORADO ) VICINITY MAP GRAPHIC SCALE mI II CO.,or 5E AN NI II C THE N.M.CERT:FICA E WAS AC E:LEO=BEFORE ME 1X)5_OAT CR LEGAL DESCRIPTION — TOTAL ESA a �� N I wt'MESS SS WO AM SEA. A PORTION WE SECT.El 41, 43,MO H, TE OF CO I DO,N RANGE 68 W£5T OF TIE 510TH AS COMMEPROPORC.DAL ZONING: TS PROPOSED ZONING) RI PRINCIPAL uwlolAN,ccu4rr o<'AELQ.STATE OF COLORADO,NONE PARTIMA6r DUMBED•s wI m rr CDINIssIG EXPIRES F-LOxs, - of DISTRICT RESIDENTIAL DISTRICT U CCY,ENCINC Al Tilt SWr'•En5T 400500 OF SAID SECTION ION VI Z 0.433.2000! • I;--6' • MTARY PUBIC TEN.N00'12'00•-N VC THE EAST LINE Of HE SOUTHEAST°CARTER OF SAID SECTION IA ` I tt).d42 AC R 1),339,924 Nt II•01 30.00 FEET TO TIE POINT OF BEGINNING, SA:0 POINT BEING ON A LINE THIRTY(30)FEET LA 398.0)0 AC COTS OF AND PARALLEL WITH HE SOUTH LINE OF THE SCUTHEAST 9ARTER OF 710 SECTION Z II TENCE 588.66'56^N ALONG SAID 'NINE, 854.09 FEET TO POINT ON A CURVE ON TIE I SEC. 14 C SEC. 13 SLUP[RLT 0001T-OF-'NAY LINE OF THE UION PACIFIC RAILROAD: TEN.NS.SAID 5°ATHERLT RIGHT-OF-wsY LINE TIE FOLLOWING S1%(01 CORSES: C N09.06.31-VV---11I E I. THENCE ALONG SAI3 CRAM TO THE RIGHT HAVING A RADIUS OF 2902.76 FELT. CENT.. ANGLL 6 56'43•(THE CHCRO OF '20:0 BEARS N41•])•58-W,604,09 Fi_Rj,605.19 304.O' -7 2. TET TO A 801Nr SF TANGENT: I C 1/4 COO SEC 1♦ HEN.04,008.36•W ALONG SAID TANGENT,6)4.54 FONT TO A Rini O'CURVEA w 4/0 CG SEc 1•`, Foy.)CM 3-1/AT.HUN:Uu8 p SURVEYOR'S CERTIFICATE 3. ENCE ALONG SAIJ CURv6 TO T;E LIFT HAVING A RADIUS OF 18^9.60 FEET, CENTRAL T CM.PIS 16401 986 y ANGLE OF}-53'25•, 1752.37 FEET TO A POINT'S-TANGENT: O I, ON S. YCOANIEI. A RED.:STREO PRSESSIONAL LAND SURVEYOR IN THE 4. HEN.589.2558•'24 ALONG SA10 TANGENT 67.86 FEET 0 A POINT OF CURVE: h1 I STATE OF ECLORADO. 00 HEREBY GRTIFY T-AT THE ZONING YAP SHOWN HEREON 5. THEN.ALONG SAID CURVE TO Tk RIGA HAVING A RADIUS OP PR6.98 FEET. CENTRAL NI IS A CORRECT DELINEATION OF l£ABOVE 4'SCRIBED PARCL�OR LSO. ANGLE O 11.44-•',386.91 FEET ANA POINT OF TANGENT: - M.--I� S. HENCE N78.48'00`F ALONG SA:0 tANGENT, 162.26 :T IN 10. HST RIGHT- -,WAY O Si 0-177.13'\\ 503�C50'E . LINE OF INTFRSTA F.HIGHWAY 26: L L-377.13' __ 184.40' 17 1 FURTHER CERTIFY THAT THIS YAP AN):ECAL DESCRIPTION WERE PREP/EEO Z THENCE 01000 SAID FIST RIGHT-0F-WIT LINE 1HE FOLLOWING FOUR 101 COURSES: _._ — G-1200240• IRCER 01 PERSONAL Si Pcnv I5IGV IN a....2000. T ON PACIFC\ -t389.2� II 0 nK`NCF TI00'21.29•E,901,25 FEET: / 1 589'26'58-W A. Thin.No9ro5n^W.3�4.10 FEET: 46'7,86' f ,, II l.7., 3. LtR.N00'21.29-E. 9.53 FEET: 2478'48'08"W LON S.'I.KIEL.RLS 4. aorta N00.02'29T, 30.00 FEET To ME.NORTH RIGHT-OF-NAY LINE OF MINTY ROAD P,0.e.C, 10, SAID NC1Tn RIGHT-CF-NAT LINE BEING THIRTY(30)FEET NORM OF AM PARALLEL 16226' I I �. mLoa.OG ras 812aGE WITH TFE MTH LINE Cr OE SMUT/EST GARTR OF SAID SECTION 11: I A= 54'53'25" ♦ li N TEN.2480.16.0710 ALONG SAID LINE. 4200.30 FEET TO THE EAST LINE.THE SCUTNEST I I / R= 1839.60' 0CARTER OF TIE SWT.+0ST QUARTER OF SAID SECTION 11: I I 7' '1,.L= 1762.3 \ I I., TENLF 100.09.1P-N u GG SAID ST FIE.200 5 40, LY ESTE.I ON, 60.00 FEE,TO E SOUTH RI GHh OF--•Y LINE 0-'SAID IF SAID ROAD SAID LINE SEING MIRTT(30)FEET NEE 5CRASH OF AM PARALLEL WITH THE NCR.DF SAID SECTION = 11'44'S 3" ' \ ii,-8. PLANNING COMMISSION APPROVAL i JCE x89•JB•31-E ALCW.10_I..1310.55 FEET: I ' R = 1886.96' J- hEN.N89.3)'09•E ALONG SAID SOUTH RIOT-OF-NAY LIME. 2648.84 FEET TO A LINE THIRtt IJ THIS ZONING WP ,S APPR0vEC tlT ME 02LDVO PLANNING OONIIS51ON THIS (10)FEET EAST OF ANC PARALLS_WITH THE WEST LINE CF THE NORTNNEST °CARTER OF SAID I L TT ,7,86.91' E%;ST8PING ZON NG: ✓p s' \ II .7 6 ,2000. SECTION 1J:THENCE 500.05'11•E ALONG SAID LINE.2578.61 FEET: THEY.500.12'00'f ALONG A LINT OF SA(]0)FEET EAST G AM PARALLEL TO ENE NEST I G-1 .GN O-TE 5OROF CT COUNTY oo.Of SAIC TELTiGH 3. 2572.)9 FEET TO THE NORTH \ BY: RI04T-OF-NAY LINE OF ONG S iOAp 9: • I ,JN iPNNNR.CACONO PLA.c LNG COUY:5O 00 THEN.2488'59'59"N ALONG SA12 NIORM RIO-i-OF-NAY LINE. 30.01 FEET TO THE POINT OF II \ I • OCOINNING CGTAIXING 5'5.912 ACRES.YORE G LESS. I Y —7I 1 ————- L _——__—_--— ) ———-- 88'5656"`N 1854 —.———_ -LEGAL DESCRIPTION — Cl ZONING PARCEL 4,\ / COUNTY ROAD 8I� A PORTION CF.TOT I0,0 11 AN,14, T SHIP 1 NCR,. RANGE 68 WEST OF TIE S:XTH `5W EGO SEC la S I/4 CoR SEC T4 A= 11'56'43" Nd8'59'59'W CITY COUNCIL APPROVAL' PRINCIPAL.0!DIAN,COLNTr Cr WELD.STATE OF COLORADO.YORE PART I CAIRO'DESCRIBE]S R=2902.76' P.O.B. TOTAL . RlI 30.01' THIS IS TO cut 71'THAT THE ZONING OESIIXAilOND INDICATED ON THIS NW FOLLOWS: Sc.DETAIL BELOW CONENG INC AT THE SOUTHEAST0100 CORNER.SAi0 SEG,!ON 14; SEC. 23 L=605.19' SE LD04 SEc 14 WERE...PROVED HT OF 000E M. ON ENE DAY Cr DUAL }1 c•ALUYNUM 4,O 2000 AND HER THE Y•vG OF THE SAID Cr OAGONO,G LPCN tt.EN.N00.12'00'W µDG THE .AST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION'A, CHB=041'37'S6"W - \0071'00`x LAP.PL5 1155 1991 400)01 .THE CI..G OASONO. HEREBY AI•ANATW FECES SAID 033 o0 50 004 30.00 FEET TO LINE THIRTY(30)FEET NORTH OF AM PARALLEL WITH TNf SOUTH LINE OF CH = 604,09' 3000 ION TINS CERT 17:CATE IS ENCORED RE ALL PUPPOMS IMIG.71EIEON_ THE SauTHEAsI WAWIEA O SAID RECT.IA: h1RCE S88•li6'08•'N AL0G SAID LINE. '854 89 FEET TO • POINT G A CIAVE G THE 3 GAL DFSCRIPTION - R1 ZONING PARCEL I S0uTHERLY RIGHT-0E-WAT LINE Cr NHE'Jmi.PACIFIC RAILROAD: MAYOR NCE 1v,GL SAID SOUTHERLY R. T-CF-NAT LINE THE-°10NINC SEVEN(7)COIxFS: A PORTION OF SECTI.S 13 AND TATNI9NIP I NORTH, RANGE 58 WEST 6 THE 51%TX PRINCIPAL HERI31Ax,CcaNT4 OF HELD,STATE Of COLORADO,YORE PARTICLLAR-Y DESCRIBED AS --——— ATTEST: I. THENCE AGOG SAID 0.008 TO DE RI.T HAVING A RADIUS OF 2902.76 FEET, A CTTRAL FOLLOWS: - — - 1IN ————-' ANGLE. •6'43•(THE CHCAO OF WHIG BEARS NA1.27'58^N, 604,09 FEET), 605.19 FEET TO A PRINT OF TANGENT: GOTENCINO Al THE SMTHEATT CORNER y SAID SECTION 14: 2. TIEN..20'39'36-a ALONG SAID TANGENT,674.84 FE=Y TO A POINT OF CURVE: THENCE TO CC•w ALONG THE EAST NINE OF THE SOUTHEAST CROFTER OF 4010 SECTION 14, �l\ NBBO0S9•W Cltt GLENN ]. ]FEN.ALONG SAID CLRvE TO THE LEFT HAYING A RADIUS OF 1839.60 FEET, A CENTRAL 30.00 FEET TO TAE POINT°-ODES INO. SAID POINT BEIN4 ON A LINE THIRTY(30)FEET 31LOt' ANGLE OF 43'08'40','385.24 FEET TO THE POINT or BEGINNING; NORTH OF AND PARALLEL'N:M THE scar. LINE OF TIE SOUTHEAST CLARTER .SAID SECTION H.U.H. IRA IAL&H1 PARCEL 4. TEN.CCNNTI7_ING ALONG SAID CLWVE TO FIE LEFT.VING A RADIUS OF 1839.60 FEET, RFCORDER'S CERTIFICATE A TI001 ANOLE or I:•44 45-.37).11 FEET TO A R66 F OF TANGENT: TENCE 588.58'56•-µONO SAID LIIE, 185489 FEET TO A POINT CN A °AVE ON THE 5. THENCE 589.26'53'24 ALONG SAID TANGENT,467.05 FEET TO A POINT OF=WE: SOUTHERLY RIGHT-0E-wA.LINE OF THE UNION PACIFIC RAILROAD: NOC7100'R SE CG SEC 1♦ TITS ZONING WP 205 FLED FOR RECORD IN DE OFFICE OF Of CDIRTY CLERK 6. THENCE ALONG SAID❑PVT r0 THE RIG,HARK A RMa.OF 1886.98 FEET, A MINER THEN.ALE.SAID SOUTHERLY RIGHT-OF-WAY LINE M FOLLOWING TEES(3)COPSES: I.I.RECGPOEP CF WELD<d.14iY AT O'GIX O .�.Y. G THE 7, 114,CE N75S8'3. I OITI ALONG SAID TANGENT,452.2S FEET TO TEE EAST R:GT-OF-WAY LINE 1. TENCE A_GG SAID GAVE TO TIE RI00 HAV:NG A RADIUS OF 2902.)6 FEET. A MNNTRAL -MY OF A.O.. IN Of 8004 • .INTERSTATE X100404 35: 280.0 OF 1•5543-(THE 0090 OF 2)04 BENS A4;•37'58Y. 604.09 FEET). 605.19 FEE, DETAIL YAP ,REMPTION M. . 0 A POINT OF TANA.xi: TH OM ALCM SAID EAST RIGHT-GF-WAY LINE THE FGLLCNIM FOUR(4)CO(FSES: 2. THEN.x33.3516`24 ALONG SAID TANGENT,DOM74..FEET TO A POINT CF NNE: GENERAL NOTE$ 1. 3. THEN.ROC.43 5� 0TH_LF.ri NAMING A RADIUS Cr 1839.60 FEET, A CENTRAL 0.THIS ZONING YAP IS M1 A LAIC SJNVEY FLAT OR 11PR05ERENT SURVLY THERE N00'21'29T.981.20 FEE': A4GLE OF 43'00'40',IJLL5.2a FEET: WELD COUNtt CLERK ND FEf^�CFR 3. T51SCC N00'O6'31Y,204. FEET: PUT. 411 SWAN DETERMINATIONS ARE TOT A PARR ON THE SIPVFYOt'S A. THENCE NG042'20'F.2063.83 FEET: THENCE NO3'2550•w,2060 3 F OT: STAIpERT S0M4 SON- 8Y: WINCE MOTE'-9•F,30.00 FEES 10TT'N!1301.FIGi-CAT-AY LINE OF RALPtt ROAD 10, THENCE NOJ'T'10•E.228430 FRET: pEpUry SAID NORTH RIGHT-ER-NAY 1 RUING OF RTY 1301 ON 1"RAT-OF 330 PARALLEL'HIM THE THENCE NODZI N•E. 2fi(.06 EETT^TIC 00SOLD.RIGS.WITHY LINE OF COUNTY ROAD 10. 2.ACTION ACRYAI.0G TO COLORADO SI.Aw SOU MET501 WITH-SOFA ART TEARS $°HEX L:XE O'IRE 50UTHxF5T CUARTU.SA10 SECTION 11; SAID LINE BEING THIRTY(b)FEET SDUTI Of ANA]PARAl1.EL WITH THE NORM OF 710 SECT ION ACTION 8 FED T 0 ANY DEFECT In THIS N ND WITHIN THREE ATEARS CTION ]YEN.N89•J8.07•E ALONG SAID LINE. 0260.30 FEET TO TIE EAST LINE Cr no SOUTNET TENET M39.38.217 ALONG SAID MOM RIGHT-OF-WAY LINE.900.09 FEET; BASER TOO FIRST DEFECT IN STHImo4.FELT. M M EVENT MORE AM ACTION EMK CONSULTANTS,INC. 41M1ER OF THE 9'ATMWEST CUARTER OF SAID SECTION'1: THENCE x89.3>'09•E ALONG SAID 1 4 RIGHT-OF-WAY LINE, 2648.84 FEET TO A L.:NE MIRtt BASED IPoY DEFECT IN THIS FICOTSIMVEY BE COWpV.D POPE THAN HEN THEN.500'09'19^N ALONG 5.10 EAST LINE AM ITS SOUTHERLY CYTeNs1ON. 60.00 FF£i TO (JD)FEET EST OF 330 PARALLEL w:TH THE WEST LINE 6 THE NGiH•ESi °MATER 0'5.10 (EIIINTEAS FROM THE DATE O•THE CERTIFICATION Sx04TN ACREC+.. 11 ENGINEERS SURVEYORS SOU SOUS RIGHT-PAR LLELAY LINE.SAID CIXRTY ROAD 0,SAID LINE BE 1M THIRTY(30)FEET SECTION I]: J.BEARINGS ARE BASED ON THE EAST I-IK.6 THE SOUTHEAST 0042008 OF J7005 SOUIN ALTO.NAY,ETU.DNC F 5WM W AI,D 2I-E AL WITH Hf NORTH 5710 SECTION 14, THENCE S00.OS'IN-E ALONG SAID I-INY.,7878.61 FEET: SECTION 14,BEARING N00/12.00,(ASSLED). 0N°ENCCO.COLORADO 80112-2004 THENCE N09.3,31.A ALONG FE LINE.330.47 FEET; THEN.500.12'00-!µ:HG n LINE CF SAID S FEET ES:OF NO 9 FEET TIM DE WEST 0031 16y THENCE 500.43'10.24,296.03 FEET: L. 0 TE 50....51.NEFC0 OHRTE0 CF SAID SECTION ]. SSTS.J9 FEET TO THE NORTH 4.I7AE55 0500104.58 HMI GATED. EXISTING MINSTER ZONING 1 THENCE S03'27'10^x,2.54.40 EET: THENCE RIGHT-Cr-WAY LINE OF C45 S SAID NORTH 8: S TNENCE NON,^....S0Z•5'50'E, 4 0 FEET TO TrE PoINi Cr BEGINNING CONTAINING 117.842 AGES. ?T7 r11`15 000474151 G 390 071 70 A., MORE ORDi,IS LINE. ]0.01 FEET TO THE POINT OF A0R10.L:UTAL- _ yW PT,yq ZONING MAP (EXHIBIT 2)10 Ser9-W COUNTY ROAD 8 N 89'38'OY E 1260.30' • DOWNING 00'02.29'E .. 30.00' �y�� 1rA.R�CG A1 IE M R HIYMI6 6 IMOSOPEDoe APCMIB.TIPE D 14/O0 T/H/00 o Community ZONING: Cl ZONING: R1 g z Development COMMERCIAL DISTRICT RESIDENTIAL DISTRICT Group 0 C SECTION 14= 633.087 ACRES LEGAL DESCRIPTION OF ANNEXATION= 515.912 ACRES ANNEXATION A PORTION OF SECTIONS 11,13,AND 14,TOWNSHIP 1 NORTH,RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, - r r n r— Q ^R COUNTY OF WELD,STATE OF COLORADO,MORE PARTICULARLY DESCRIBED AS FOLLOWS: Z J L V L Li Ll I -\LJ L L_- .J.�J L lJ I-'��U I :_J COA5IENCNG AT THE SOUTHEAST CORNER OF SAID SECTION 14; THENCE NOO'12'00W11 ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 14,30.00 FEET TO THE POINT OF BEGINNING.SAID POINT BONG ON A UNE m NOTES- DEVELOPABLE AREA = ANNEXATION MINUS R.O.W. THIRTY(30)FEET NORTH OF AND PARALLEL WITH THE SOUTH UNE OF THE SOUTHEAST QUARTER OF SAID SECTION 14; FOR COUNTY ROADS AND UNION PACIFIC RAILROAD, THENCE 588'56'56'W HONG SAID ME,1854.89 FEET TO A POINT ON A CURVE ON THE SOUTHERLY RIGHT-OF-WAY (n UNE OF THE UNION PACIFIC RAILROAD; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY UNE THE FOLLOWING SIX(6) DEVELOPABLE AREA IS ENTIRELY LOCATED COURSES: WITHIN SECTION 14 1.THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 2902.76 FEET,A CENTRAL ANGLE OF 11'56'43' f1l (THE CHORD OF WHICH BEARS N41'3758TH,604.09 FEET),605.19 FEET TO A POINT OF TANGENT; • 2.THENCE N35'39'36"W ALONG SAID TANGENT.674.84 FEET TO A POINT OF CURVE; IV • 3.THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 1839.60 FEET,A CENTRAL ANGLE OF 54'53'25. 1762.37 FEET TO A POINT OF TANGENT; 4.THENCE 589'26'58"W ALONG SAID TANGENT,467.86 FEET TO A POINT OF CURVE; 5.THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 1886.98 FEET,A CENTRAL ANGLE OF 11'44'53. 386.91 FEET TO A POINT OF TANGENT; 6.THENCE N78'48.08Y/ALONG SAD TANGENT,162.26 FEET TO THE EAST RIGHT-OF-WAY UNE OF INTERSTATE HIGHWAY 25; s 89'26'56'w THENCE ALONG SAID EAST RIGHT-OF-WAY UNE THE FOLLOWING FOUR(4)COURSES: N 7848'08'W 467.86' 162.26' R=1886.98' 1.THENCE NOO'21'29'E.981.25 FEET; ARc=3e6.9r 2.THENCE N09.06.31w,304.10 FEET; DELTA--11'44'53' m 3.THENCE NOO'21'29"E,2069.83 FEET' CHORD=5es4o'35t 366.23 4.THENCE NOO'02'29'E,30.00 FEET TO THE NORTH RIGHT-OF-WAY UNE OF COUNTY ROAD 10. SAID NORTH R=1839.60' ARC=1762.37 RIGHT-OF-WAY LINE BEING THIRTY(30)FEET NORTH OF AND PARALLEL WITH THE SOUTH UNE OF THE SOUTHWEST DELTA=54-53'25' QUARTER OF SAID SECTION 11; CHORD=N6306'19'w.1695.74 THENCE N8936'OYE ALONG SAID UNE, 1260.30 FEET TO THE EAST UNE OF THE SOUTHWEST QUARTER OF THE (.4 SOUTHWEST QUARTER OF SAID SECTION 11; yy THENCE 5001)9'19W ALONG SAID EAST UNE AND ITS SOUTHERLY EXTENSION,60.00 FEET TO THE SOUTH R.O.W.UNE OF SAID COUNTY ROAD 10,SAID LINE BONG THIRTY(30)FEET SOUTH OF µD PARALLEL WITH THE NORTH UNE OF SAID SECTION 14; THENCE N89'38'21"E ALONG SAID UNE,310.56 FEET; THENCE 1489'37'09'E ALONG SAID SOUTH RIGHT-OF-WAY UNE,2648.84 FEET TO A UNE THRTY(30)FEET EAST OF m o. AND PARALLEL WITH THE WEST UNE OF THE NORTHWEST QUARTER OF SAID SECTION 13;THENCE S00105'11'E ALONG w PO SAID UNE,2578.61 FEET; THENCE S00112'00'E ALONG A UNE THIRTY(30)FEET EAST OF µD PARALLEL WITH THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 13,2572.79 FEET TO THE NORTH RIGHT-OF-WAY UNE OF COUNTY ROAD 8; THENCE N88'59'59'W ALONG SAID NORTH RIGHT-OF-WAY LNE,30.01 FEET TO THE POINT OF BEGINNING.CONTAINING 515.912 ACRES,MORE OR LESS. R=2902.76' ARC=60.5.19' DELTA=11'56'43' COUNTY ROAD 10 CHORD=N41"37'58-.604.09 5 a93d5o1, .63..0! <;13.1.1.8;.59'59"W \\J1 POW or BEGINNING 444%4144 Dam"Masi ACREAGE SUMMARY MAP EXHIBIT 5 (7r- ' City of Dacono,. Colorado . . _.tom TO: Clerk of Weld County Board of County Commissioners DATE: August 9, 2000 The Dacono City Hall has received the following item for review: Applicant Community Development Group Case Number Please Reply By September 8, 2000 Contact Sherry Albertson-Clark Project Sweetgrass Preliminary Plat—Parcel 17 (Ref. —The Lakes Annexation) Legal Portion of SEC 14, TIN,R68W Location Northeast ofI-25 and WCR 8 Parcel Number The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the City of Dacono. If you have any further questions regarding the application, please call City Hall.. ❑ We have reviewed the request and find that it does/does not comply with our Code. ❑ We have reviewed the request and find no conflicts with our interests. ❑ See attached letter. Comments; Signature Date Agency 512 Cherry Street • Post Office Box 186 • Dacono, Colorado 80514 Local— (303) 833-2317 Metro—(303)833-5562 Fax—(303) 833-5528 Hello