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Home My WebLink About20221528.tiffRESOLUTION RE: APPROVE AMENDED AND RESTATED IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS, AUTHORIZE CHAIR TO SIGN, AND ACCEPT OFF -SITE WARRANTY COLLATERAL FOR PLANNED UNIT DEVELOPMENT PLAN, S-299 / IA19-0019 - BEEBE DRAW FARMS AUTHORITY ("AUTHORITY"), AND REI, LLC ("DEVELOPER") WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, on March 22, 1989, the Weld County Board of Commissioners approved the application of Beebe Draw Farms, Ltd., do Morris Burk, 1551 Larimer Street, Suite 2706, Denver, Colorado 80202, for a Site Specific Development Plan and a Replat of the Planned Unit Development Plan, First Filing, of Beebe Draw Farms and Equestrian Center, on the following described real estate, to -wit: A tract of land located in Sections 3, 4, 5, 8, 9, and 10, all in Township 3 North, Range 65 West of the 6th P.M., Weld County, Colorado WHEREAS, pursuant to certain Conditions of Approval, the Board has been presented with an Amended and Restated Improvements and Road Maintenance Agreement According to Policy Regarding Collateral for Improvements between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and Beebe Draw Farms Authority ("Authority"), and REI, LLC ("Developer"), with further terms and conditions being as stated in said agreement, and WHEREAS, the Board has been presented with warranty collateral in the form of a Company Check #2728 from Beebe Draw Farms Authority, 141 Union Boulevard, Suite 150, Lakewood, Colorado 80228-1898, in the amount of $148,065.75, and WHEREAS, after review, the Board deems it advisable to approve said agreement and accept said warranty collateral as stated above, copies of which are attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Amended and Restated Improvements and Road Maintenance Agreement According to Policy Regarding Collateral for Improvements between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and Beebe Draw Farms Authority ("Authority"), and REI, LLC ("Developer"), be, and hereby is, approved. BE IT FURTHER RESOLVED that warranty collateral in the form of a Company Check #2728 from Beebe Draw Farms Authority, 141 Union Boulevard, Suite 150, Lakewood, Colorado 80228-1898, in the amount of $148,065.75, be, and hereby is, accepted. 4836775 Pages: 1 of 32 08/22/2022 10:41 AM R Fee:$0.00 Carly Koppes, Clerk and Reoorder, Weld County , CO ICI c c : pL(TP/cA/s TK/Ka) 7/I s /z2 2022-1528 PL0003 AMENDED AND RESTATED IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT (S-299 / IA19-0019) - BEEBE DRAW FARMS AUTHORITY ("AUTHORITY") AND REI, LLC ("DEVELOPER") PAGE 2 BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized to sign said agreement. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 6th day of June, A.D., 2022. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: dAitit„,, Weld County Clerk to the Board Deputy Clerk to County Atto ney Date of signature: /I61 4836775 Pages: 2 of 32 06/22/2022 10:41 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO � likK �� lairs ekiri � iii�if �gi:4 Ch lid 1I it l t K. James, Chair man, Pro -T 2022-1528 PL0003 ID BOARD OF COUNTY COMMISSIONERS PASS -AROUND REVIEW PASS -AROUND TITLE: BOCC Agenda Item - Approve Improvements and Road Maintenance Agreement for: Beebe Draw Farms Authority ("Authority") and REI, LLC ("Developer") — IA19-0019 DEPARTMENT: Planning Services DATE: May 10, 2022 PERSON REQUESTING: Jazmyn Trujillo -Martinez Brief description of the problem/issue: The Department of Planning Services received a request from the applicant, Beebe Draw Farms Authority ("Authority") and REI, LLC ("Developer"), requesting that the Board of County Commissioners consider approving the Improvements and Road Maintenance Agreement for (Beebe Draw Farms Authority ("Authority") and REI, LLC ("Developer") Special Districts Service Plan). Because development occurred and has been completed, only warranty collateral is required with this agreement. It has been procured in the form of a Company Check #2728 from Beebe Draw Farms Authority, in the amount of $148,065.75, and shall be held for the two-year warranty period, recently established by inspections performed by the Departments of Public Works and Planning Services. Weld County Planning Services, Public Works, and the County Attorney's Office have reviewed the above mentioned signed original document and observed the following: • All Public Works related items, of the "Improvements & Road Maintenance Agreement According To Policy Regarding Collateral For Improvements", are found to be acceptable. • This Agreement complies with the terms of the County Code as it pertains to Improvements Agreements and Collateral acceptance. What options exist for the Board? (include consequences, impacts, costs, etc. of options): 1. Have this BOCC Hearing item be placed on the next available agenda as part of the Consent Agenda. 2. Have this BOCC Hearing item be placed on the next available agenda as part of the Regular Agenda. Recommendation: Option 2. The Departments of Planning Services, Public Works, and the County Attorney's Office re recommending approval of the Improvements & Road Maintenance Agreement According To Policy Regarding Collateral For Improvements for Beebe Draw Farms Authority "Authority") and REI, LLC ("Developer") Special Districts Service Plan, and that this item be placed on the next regularly scheduled BOCC Hearing, as part of the Regular Agenda. Perry L. Buck Mike Freeman, Pro-Tem Scott K. James, Chair Steve Moreno Lori Saine Approve Recommendation Work Session Other/Comments: Schedule Cc. 2022-1528 Cheryl Hoffman From: Sent: To: Subject: Cheryl, Jazmyn Trujillo Martinez Wednesday, May 11, 2022 10:27 AM Cheryl Hoffman RE: Beebe Draw Collateral Check The pass around was approved yesterday and I just inputted it to OnBase, ID #5817. Best, Jazmyn Trujillo -Martinez Development Review Weld County Planning Services 1555 North 17th Avenue Greeley, CO 80631 (970) 400-3711 Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From: Cheryl Hoffman <choffman@weldgov.com> Sent: Wednesday, May 11, 2022 10:25 AM To: Mona Weidenkeller <mweidenkeller@weldgov.com>; Jazmyn Trujillo Martinez <jtrujillomartinez@weldgov.com> Subject: RE: Beebe Draw Collateral Check Perfect! Thank you. Jazmyn, is this something that will have a related pass around? Cheryl L. Hoffman Deputy Clerk to the Board 1150 O Street/P.O. Box 758 Greeley, CO 80632 Tel: (970) 400.4227 choffman@weldgov.com 1 From: Mona Weidenkeller <mweidenkeller@weldgov.com> Sent: Wednesday, May 11, 2022 10:15 AM To: Jazmyn Trujillo Martinez <jtruiillomartinez@weldgov.com> Cc: Cheryl Hoffman <choffman@weldgov.com> Subject: RE: Beebe Draw Collateral Check Hi — sure will. I missed today's mail run but Cheryl should have it tomorrow. Thanks and have a great day! From: Jazmyn Trujillo Martinez <itruiillomartinez@weldgov.com> Sent: Wednesday, May 11, 2022 9:39 AM To: Mona Weidenkeller <mweidenkeller@weldgov.com> Cc: Cheryl Hoffman <choffman@weldgov.com> Subject: Beebe Draw Collateral Check Good morning Mona, Beebe Draw is finally coming to a close and the IA is going to be recorded. In the PW safe, is a check from Beebe Draw Farms Authority, Check #2728 for $148,065.75. Could you interoffice mail that check to Cheryl Hoffman, in Clerk to the Board? Best, Jazmyn Trujillo -Martinez Development Review Weld County Planning Services 1555 North 17th Avenue Greeley, CO 80631 (970) 400-3711 Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. 2 o CD -o o U 4a) 0 U 7 0 k PO Box 758 Greeley CO 80632 RECEIPT RECEIVED FROM1&,l%&49t1*tt414131242 A DRESS MN U�/J"'ia/ dr , � IC2o2t //9'f /9foo..1-tr. DATE `6/a07aOaZa NO 91838 FO HOW PAID CASH CHECK MONEY ORDER 11 /in bit Se 75 greitsr larpeR26/fire Beebe Draw Farms Authority 141 Union Blvd, Suite 150 Lakewood CO 80228-1898 303-987-0835 FIRSTBANK of KEWOOD 82-649/10 ..0 Date Pay ***One Hundred Forty -Eight Thousand Sixty -Five and 75/100 Dollars*10/04/2019 To the Order Of: Weld County Public Works Dept 1111 H Street Greeley CO 80634 J No: 2728 Amount *$ 148,065.75 ... r�.wM. . +a.T.. ra-1++�.r.r.—ar�w...�rn..�. rruwMYwar•••a,•• Maw• .`£r.waw.Jtol•••.rn..r.••••n—+.—.r".a.—.—W+•eirwmilir Check Stub Beebe Draw Farms Authority VENDOR: Weld County Public Works Dept INV DATE INVOICE NO INVOICE DESCRIPTION NET AMOUNT 10/04/2019 20191004 - WA Warranty Collateral 148,065.75 TOTAL AMOUNT: 148,065.75 Check No: 2728 .0 C O Security features. D AMENDED AND RESTATED IMPROVEMENTS & ROAD MAINTENANCE AGREEMENT ACCORDING TO POLICY REGARDING COLLATERAL FOR IMPROVEMENTS BEEBE DRAW FARMS AUTHORITY ("Authority"), and REI, LLC ("Developer") THIS AGREEMENT is made and entered into this day of , 20Z, by and between the COUNTY OF WELD, State of Colorado, acting through its d of County Commissioners ("County"), the BEEBE DRAW FARMS AUTHORITY ("Authority"), and REI, LLC ("Developer") (collectively, the "Parties"); and WITNESSETH: WHEREAS, Developer is the successor in interest to Beebe Draw Farms, Ltd. ("Original Developer"); and WHEREAS, the Authority was organized pursuant to an Amended and Restated Consolidated Service Plan for Beebe Draw Farms Metropolitan District No. 1 ("District No. 1") Beebe Draw Farms Metropolitan District No. 2 ("District No. 2") (together, the "Districts") approved by the County on March 16, 2011, as it may be amended from time to time (the "Service Plan"); and WHEREAS, pursuant to the Service Plan, the Districts entered into that certain Beebe Draw Farms Authority Establishment Agreement ("AEA"), establishing the Authority as a separate legal entity which is the successor in interest to the Districts for purposes of this Agreement; and WHEREAS, as is more particularly set forth in the Service Plan and AEA, the Authority is responsible for the financing, acquisition, construction, installation, completion, operation and maintenance of certain public improvements (the "Improvements") benefiting the properties within the Districts commonly known as Beebe Draw Farms and Equestrian Center (the "Development"); and WHEREAS, the Development consists of approximately 3,500 acres of property and has been developed in phases, with one fmal phase of Filing One remaining to be developed; and WHEREAS, the Parties, or their predecessors in interest, have executed multiple agreements related to the Development, which are now superseded by this Agreement, as more particularly set forth below; and WHEREAS, the Authority and Developer will be responsible for constructing additional Improvements related to the fmal phase of the Development; and WHEREAS, the Parties desire to set out the terms governing development of the final phase, and to recognize additional improvements will be completed by the Authority and Developer, as set forth more fully herein. WHEREAS, the fmal phase of the Development contains the following described property in the County of Weld, Colorado: Lots 128-138, 152, 161-167, and 176-188 of the Corrected First Filing Plat of Beebe Draw Farms and Equestrian Center, Reception # 02200074, and all remaining property within Section 9, Township 03 North, Range 65 West of the 6th P.M. not previously conveyed via document recorded at reception # 2008614 hereinafter referred to as "the Property," and BEEBE DRAW FARMS AUTHORITY ("Authority"), and REI, LLC ("Developer") - IA19-0019 4836775 Pages: 3 of 32 :e 1 of 13 06/22/2022 10:41 AM R Fee:$0.00 Carly Kopp., Clerk and Recorder, Weld County CO ao 15x8 o) 11 1 WHEREAS, the Parties acknowledge that the final approval of the final phase is conditional upon the funding and/or construction of the on -site improvements and road maintenance described in this Agreement and depicted in the following incorporated exhibits: Exhibit A — On -Site Improvements Costs of Construction, Exhibit B — On -Site Improvements Construction Schedule, Exhibit C — Construction Plans, Exhibit D — Final Phase Plat Map, and WHEREAS, the Parties agree that the Authority and Developer shall provide collateral for on -site improvements required by this Agreement when the Board of County Commissioners approves this Agreement. NOW, THEREFORE, IN CONSIDERATION OF the foregoing and of the promises and covenants contained herein, the Parties hereto promise, covenant and agree as follows: PART I: SITE SPECIFIC PROVISIONS: A. Off -Site Improvements: (Not Applicable) B. On -Site Improvements: Authority and Developer shall be responsible for the construction of all On -Site Improvements as shown on the attached Exhibits. Improvements located on the Property shall be considered "On -Site Improvements." 1.0 On -Site Improvements Responsibilities. Authority and Developer are solely responsible for all designated improvements as described below. These responsibilities include but are not limited to the following, as applicable: design, surveys, utility locates, dedication of ROW, if necessary, ROW acquisition, if necessary, ROW and Access Permits and fees, coordination with oil and gas operators and facilities and affected irrigation facilities and utilities, traffic control, and project safety during construction. Authority and Developer shall at their own expense as related to the division of responsibility outlined below, plant, install and/or maintain all grass and other landscaping and re -seeding where applicable as shown on the accepted Exhibits. Authority and Developer shall obey all applicable regulations issued by the Occupational Safety and Health Administration (OSHA), Colorado Department of Transportation (CDOT), Colorado Department of Public Health and Environment (CDPHE), and other Federal, State, or County regulatory agencies. 1.1 Responsibilities of Authority. The Authority shall be responsible for the design and construction of all internal roads, including all requirements set forth herein related to such design and construction. The Authority shall also be responsible for the installation of all water pipelines and other necessary facilities as depicted in the attached Exhibits. The Parties recognize 1.2 Responsibilities of Developer. The Developer shall be responsible for the design and construction of all utilities, except for water pipelines. 1.3 Division of Responsibilities. This section represents the division of responsibilities between the Authority and the Developer as understood by the Parties at the time of this Agreement. Should the Authority and Developer agree to revise the division of responsibilities, they may do so without approval of the County or amendment of this Agreement, but they shall provide prior written notice to the County. Unless approved by the County, any change to the division of BEEBE DRAW FARMS AUTHORITY ("Authority"), and REI, LLC ("Developer") - IA19-0019 ,Qe2of13 4836773 Pages: 4 of 32 08/22/2022 10:41 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 AM NONE I "III responsibilities between the Authority and the Developer shall have no effect upon County's obligations contained herein, including but not limited to the acceptance and release of collateral. 2.0 On -Site Grading, Drainage Facilities and Paving. Authority and Developer shall, at their sole expense, grade and/or pave, if applicable, specified roadways, accesses, easements and parking areas, and install accepted drainage and signage components, adjacent to or within the interior portion of the property in accordance with the directives of the Weld County Department of Public Works and Department of Planning Services, as further described in the accepted Exhibits. Any other on -site improvements shall be completed as indicated on the accepted Construction Plans for this facility. Authority shall be responsible for all maintenance of the on -site improvements. Some of these improvements may include work extending into State or County ROW in which case a ROW or access permit is required. 3.0 Cost of Construction Exhibit. A registered Colorado Engineer or equivalent must sign and stamp the construction cost estimate on Exhibit A. If more than three (3) years have passed since the last construction cost estimate was provided, the Authority and/or Developer shall provide an updated construction cost estimate prior to the start of construction. 4.0 Construction Schedule Exhibit. Exhibit B indicates the construction schedule for all on -site improvements, including an anticipated completion date. Authority and Developer shall not commence construction of improvements prior to approval of this Agreement, including the attached Exhibits, and receipt of the appropriate Grading Permit, Access Permit, and/or ROW Permit, if applicable. Authority and Developer shall substantially complete all improvements in accordance with Exhibit B in order to request the warranty period begin. In the event that the construction schedule is not current, the Authority or Developer shall submit a revised construction schedule. 5.0 On -site Improvements Collateral. Collateral is accepted and released by the Board of County Commissioners pursuant to the Weld County Code. In order to receive partial or full release of collateral, Authority and/or Developer must contact either the Planning Department who conducts inspections for all on -site improvements, and/or the Public Works Department who conducts inspections for all off -site improvements. If all improvements are determined to be in accordance with this approved agreement, the Authority and/or Developer may submit either new or revised collateral documentation to the Public Works Department. Then Public Works submits the documentation to the Clerk to the Board's office, for the request to be placed on the BOCC agenda. Additional information about collateral is outlined in Part II.B of this Agreement. 6.0 As -Built Plans. "As -built" plans shall be submitted once the Authority and Developer has completed improvements as described in Part H.B, Subsection 3.2.3, of this Agreement. Authority and/or Developer shall provide an electronic copy of the as -built drawings. The as -built drawings shall be stamped, signed, and dated by a licensed and registered Professional Land Surveyor or Professional Engineer. C. Maintenance Requirements: 1.0 Off -site Recurring Maintenance. Authority shall be financially responsible for certain maintenance requirements, as described below, for County Road 38 between County Roads 39 and 43. 2.0 Dust Control. Authority shall be financially responsible for its proportional share of dust control on County Road 38 after completing construction of the north entrance to the Property. The amount and extent of dust control will be determined by site -specific conditions at the time, as determined exclusively by County personnel. Dust abatement along County Road 38 is expected to occur approximately two to BEEBE DRAW FARMS AUTHORITY ("Authority"), and REI, LLC ("Developer") - IA19-0019 4836775 Pages: 5 of 32 le 3 of 13 08/22/2022 10:41 AM R Fee:$0.00 Carly Kopp., Clerk and Recorder, Weld County , CO 11111 'IA14I110' MAIN five times per year. Dust abatement is required for roads with more than 200 vehicles per day, per Section 8-6-100 of the Weld County Code. 2.1 Dust Control During Construction. If necessary, as determined by the County, the Authority shall cause to be performed within 30 days of notification, at its sole expense, dust control by a contractor approved by Weld County Public Works during the construction period of the Property. 3.0 Repair. Authority shall be fmancially responsible for its proportional share of excavation, patching, and pavement repair on designated haul/travel routes. The amount and extent of repair and paving measures will be determined by site -specific conditions at the time, as determined exclusively by County personnel. 4.0 Need for Immediate Repairs: In the event of damage to County Road 38 by project traffic that causes an immediate threat to public health and safety or renders the road impassible ("Significant Damage"), County shall, after inspection, notify Authority of such Significant Damage. Authority shall identify the repair required and shall consult with County on the extent, type, timing, materials and quality of repair (i.e. temporary versus permanent) within twenty-four (24) hours after receipt of such notice and shall commence such repair within forty-eight (48) hours after receipt of such notice. If Property Owner identifies Significant Damage prior to receiving notice thereof from County, Property Owner may commence repair of such Significant Damage and shall concurrently notify County of the extent, type, timing, materials and quality of repair (i.e. temporary versus permanent). 5.0 Repair of Road: On or before December 31 of the calendar year in which County staff has determined through site analysis and/or pavement testing that County Road 38 will require paving measures in order to protect the public health, safety, and welfare, and the County has budgeted sufficient funds for the following calendar year to pay its share of the Off -Site Improvement/Repair Costs, County shall notify Authority in writing that the Off -Site Improvements/Repairs shall be undertaken. Within ninety (90) days of its receipt of County's notice of the need to undertake the road maintenance repairs and/or improvements, Authority shall submit Off -Site Construction Plans and Cost Estimates to County for review. Authority shall have sole responsibility for the completion of the repairs and/or improvements on or before December 15 of the year following County's notice of the need for repairs. 5.1 In County's sole discretion, County may undertake the repairs and/or improvements. Authority's payment for its Proportionate Share of the road repairs/improvements will be calculated as determined in this Agreement. Authority will be invoiced accordingly for those proportional share costs. 6.0 Calculation of Authority's Proportional Share of Costs. The County shall notify Authority of County's preliminary determination and assessment of Authority's proportional share of costs of maintenance, repair, or improvements to County Road 38. Prior to County's final determination and assessment, County shall provide Authority with a reasonable opportunity to review, comment upon and supplement County's data, collection methodology, and determinations. The County shall review and consider Authority's input prior to making a final determination and assessment. The County shall have sole responsibility for determination of Authority's proportional share of costs. Authority agrees to pay such proportional share of costs within 180 days of receiving an invoice from County. 7.0 Annual Road Inspection. County may conduct a road inspection annually with the cooperation of Authority and all other Property Owners and/or Lessees who are required by County to participate in road improvement/maintenance agreements for County Road 38. As a result of the annual inspection, County, in its sole discretion, shall determine actual conditions and shall further determine what road BEEBE DRAW FARMS AUTHORITY ("Authority"), and REI, LLC ("Developer") - IA 19-0019 4836775 Pages: 6 of 32 4of13 08/22/2022 10:41 AM R Fee:$0.00 Carly Kopp., Clerk and Recorder, Weld County , CO 11111 FATAKA'INkhid'Illtl?Jdliihlici'rYrler i 1i ii 1 repair/improvement/maintenance work is to be performed during that construction season. Notification to the Authority of the required roadway repairs will be given as soon as the data become available. 8.0 Notification. The County shall notify Authority of County's preliminary determination and assessment of Authority's proportionate share of costs of maintenance, repair, or improvements to County Road 38. Prior to County's fmal determination and assessment, County shall provide Authority with a reasonable opportunity to review, comment upon and supplement County's data, collection methodology, and determinations. The County shall review and consider Authority's input prior to making a final determination and assessment. 9.0 On -Site Maintenance. The Parties recognize that the County shall have no duty to maintain any on - site improvements, including but not limited to, internal roads and drainage features. Such maintenance shall be governed by the AEA. PART H: GENERAL PROVISIONS: A. Engineering and Construction Requirements: 1.0 Engineering Services. Authority and Developer shall furnish to County, at its own expense, all engineering services in connection with the design and construction of the off -site improvements and all on -site drainage -related structures if required by any Municipal Separate Storm Sewer System (MS4) permit, identified on the accepted Construction Plans according to the construction schedule set forth in the construction schedule exhibits. The required engineering services shall be performed by a Professional Engineer and Land Surveyor registered in the State of Colorado, and shall conform to the standards and criteria established by the County for public improvements. The required engineering services shall consist of, but not be limited to: surveys, designs, plans and profiles, estimates, construction supervision, and the submission of necessary documents to the County. 2.0 Rights -of -Way and Easements. Before commencing the construction of any off -site improvements herein agreed upon for public ROW or easements, Authority and/or Developer shall acquire, at their sole expense, good and sufficient ROW and easements made necessary for the improvements. The County will not exercise eminent domain on behalf of Authority or Developer. All such ROW and easements for the construction of roads to be accepted by the County shall be conveyed to the County on County -approved forms and the documents of conveyance shall be furnished to the County for acceptance with express written authority of the BOCC and recording. 3.0 Construction. Authority and Developer shall furnish and install, at its own expense, the improvements (and any drainage -related structures required by any MS4 permit) identified on the accepted Exhibits and shall be solely responsible for the costs listed on the cost of construction exhibits, with the improvements being completed also in accordance with the schedule set forth in the construction schedule exhibits. The Board of County Commissioners, at its option, may grant an extension of the time of completion set forth in construction schedule exhibits stated herein upon application by the Authority and/or Developer. Said construction shall be in strict conformance to the plans and drawings accepted by the County and the specifications adopted by the County. 4.0 Testing. Authority and Developer shall employ, at their own expense, a qualified testing company previously approved by the County to perform all testing of materials or construction; and shall furnish copies of test results to the County. If County discovers inconsistencies in the testing results, Authority and/or Developer shall employ at its expense a third party qualified testing company approved by County. Such third party shall furnish the certified results of all such testing to the County. At all times during said BEEBE DRAW FARMS AUTHORITY ("Authority"), and REI, LLC ("Developer") - IA 19-0019 5of13 4836775 Pages: 7 of 32 08/22/2022 10:41 AM R Fee:$0.00 Carly Koppel, Clark and Recorder, Weld County , CO MI, LAI III construction, the County shall have the right to test and inspect material and work, or to require testing and inspection of material and work at the expense of Authority and/or Developer. Any material or work not conforming to the approved plans and specifications, including but not limited to damages to property adjacent to the construction plan area shall be repaired, removed or replaced to the satisfaction of the County at the expense of Authority and/or Developer. 5.0 Construction Standards. Design and construction of all off -site improvements shall conform to the current version of CDOT's "Standard Specifications for Road and Bridge Construction" and the Weld County Engineering and Construction Guidelines. 6.0 Traffic Control. Prior to any construction in County and/or State ROW, and as a condition of issuance of any ROW or Access Permit, the Authority and/or Developer shall submit a traffic control plan for County review. During construction, appropriate safety signage shall be posted in accordance with the then -current version of the Manual of Uniform Traffic Control Devices. B. Collateral: 1.0 General Requirements for Collateral. Authority and Developer shall provide to County collateral to guarantee each of their obligations under this Agreement: (1) Project Collateral is required for completion of on -site improvements, as described in this Agreement; (2) Warranty Collateral is required for all on -site improvements during the two-year warranty period; and (3) Road Maintenance Collateral is required to be kept in place for the life of the permit/project. Collateral acceptance and release is governed by the Weld County Code. 1.1 Project Collateral shall be submitted to guarantee completion of on -site and off -site improvements identified in the Exhibits. Project Collateral must be submitted in an amount equal to 100% of the value of the improvements, as calculated in the cost of construction exhibits. Project Collateral must be submitted at the time of execution of the Agreement, unless otherwise directed by the Board of County Commissioners. In the event that Authority and/or Developer fail to adequately complete the required improvements, County may, in its sole discretion, access Project Collateral for the purpose of completing such improvements. It may be necessary to provide additional collateral in the event the cost estimate is older than three (3) years. NO WORK SHALL COMMENCE UNTIL PROJECT COLLATERAL HAS BEEN SUBMITTED AND ACCEPTED BY THE COUNTY. 1.2 Warranty Collateral shall be submitted and held by the County until release after the two- year warranty period following the County's initial approval of the improvements. Warranty Collateral shall be in an amount equal to 15% of Project Collateral. In the event that Authority and/or Developer fail to adequately complete or repair improvements during the warranty period, County may, in its sole discretion, access Warranty Collateral for the purpose of completing such improvements. 2.0 Form of Collateral. Collateral may be in the form of a letter of credit, a surety bond, or a cash deposit, subject to the requirements and restrictions of Section 2-3-30 of the Weld County Code, as that section may be amended from time to time. 3.0 Release of Collateral. Collateral shall be released in accordance with Section 2-3-30 of the Weld County Code. For collateral release, the Public Works and Planning Department conducts inspections for on -site improvements, and the Department of Public Works conducts inspections for off -site improvements. BEEBE DRAW FARMS AUTHORITY ("Authority"), and REI, LLC ("Developer") - IA19-0019 4836776 Pages: 8 of 32 -e 6 of 13 08/22/2022 10:41 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO 1111 Irdi:PlialNir4,47AICRIMPINAV.WilliA 11111 3.1 Timing of Release. Project Collateral may be released upon completion of all improvements required by the Exhibits after initial approval by the County. Warranty Collateral shall be withheld by County from and at the time of release of Project Collateral, or may be submitted separately by Authority and/or Developer. Warranty Collateral maybe released upon the approval of the County at the end of the two-year warranty period. 3.2 Request for Release of Collateral. Prior to release of collateral by Weld County for the entire project or for a portion of the project, the Authority and/or Developer must present a Statement of Substantial Compliance from an Engineer registered in the State of Colorado. The Statement of Substantial Compliance shall state that the project or a portion of the project has been completed in substantial compliance with accepted plans and specifications documenting the following: 3.2.1 The Authority's and/or Developer's Engineer or his representative has made regular on -site inspections during the course of construction and the construction plans utilized are the same as those accepted by Weld County. 3.2.2 For the improvements to public rights -of -way or easements, test results must be submitted for all phases of this project as per Colorado Department of Transportation (CDOT) Schedule for minimum materials sampling, testing and inspections found in CDOT Materials Manual. 3.2.3 "As -built" plans shall be submitted at the time the letter requesting release of collateral is submitted or at such time as the Authority and Developer have completed improvements as shown on the Exhibit C and/or Exhibit D, and shall be stamped and approved by an Engineer registered in the State of Colorado, if an Engineer was initially required for the project. The Engineer shall certify that the project "as -built" is in substantial compliance with the plans and specifications as approved, or that any material deviations have received prior written acceptance from the County Engineer. 3.3 County's Response to Request for Release of Collateral. Following a written request for release of collateral, County personnel will inspect the improvements as provided in this Agreement. Upon approval, the Board of County Commissioners may release said collateral. C. Acceptance of Improvements: 1.0 Acceptance of Off -Site Improvements: Upon completion of the off -site improvements, Property Owner shall contact the Weld County Department of Public Works and request an inspection of such improvements. Upon request, County personnel will initiate the inspection, approval, and acceptance process. 2.0 Inspection, Approval, and Acceptance Process: 2.1 Upon completion of construction of all off -site improvements as described in the Construction Plans, Property Owner shall submit to the Weld County Department of Public Works a Statement of Substantial Compliance by Authority's and/or Developer's Engineer along with "as -built" drawings as required in section B.3.2.3, above, and shall request County inspection of the Off -Site Improvements. County personnel shall then inspect the improvements. If the County determines the improvements were not constructed in accordance with the Construction Plans, the BEEBE DRAW FARMS AUTHORITY ("Authority"), and REI, LLC ("Developer") - IA19-0019 4836775 Pages: 9 of 32 7 of 13 06/22/2022 10:41 AM R Fse:$0.00 Carly Kappa., Clerk and Recorder, Weld County , CO 11111 County shall direct the Authority and/or Developer to correct the deficiencies. If the County determines the improvements were constructed in accordance with the Construction Plans, the County shall initially approve the Off -Site Improvements. 2.2 Two -Year Warranty Period. Such initial approval begins the two-year warranty period. Upon completion of the two-year warranty period, County Public Works personnel shall, upon request by the Authority and/or Developer, inspect the subject improvements, and notify the Authority and/or Developer, as appropriate, of any deficiencies. If any deficiencies are discovered, they shall be corrected. County personnel shall re -inspect the improvements after notice that said deficiencies have been corrected. If the County Engineer finds that the improvements are constructed according to County standards, he or she shall approve the improvements. Such final approval shall authorize the Authority and/or Developer to request the Board of County Commissioners to release the Warranty Collateral. 2.3 Placement of Improvements into Service Prior to County Approval. If requested by the Authority and/or Developer and agreed by the County, portions of the improvements may be placed in service when completed according to the schedule shown on the construction schedule exhibit, but such use and operation shall not alone constitute an approval or acceptance of said portions of the improvements. County may, at its option, issue building permits for construction for which the improvements detailed herein have been started but not completed according to the schedule shown on the construction schedule exhibit, and may continue to issue building permits so long as the progress of work on the improvements is satisfactory to the County, and all terms of this Agreement have been faithfully kept by Authority and Developer. D. Access and Right -of -Way Permits: 1.0 Access Permits. Authority and Developer shall not use any access onto any County road unless and until an access permit has been issued by the Department of Public Works. Public Works may condition the issuance of an updated access permit on the amendment of this Agreement if the updated access permit authorizes the use of an additional access point, or if there is a change in use of the current access point, as permitted by Article V of Chapter 12 of the Weld County Code. 2.0 Right -of -Way (ROW) Permits. Per Article IV of Chapter 12 of the Weld County Code, any work occurring within County ROW requires a ROW permit issued by the Department of Public Works. No work shall occur without said ROW permit. E. Enforcement and Remedies: 1.0 Violation of Terms of Agreement. If in County's opinion, Authority or Developer has violated any of the terms of this Agreement, County shall notify all Parties of its belief that the Agreement has been violated and shall state with specificity the facts and circumstances which County believes constitute the violation. The violating Party shall have fifteen (15) days within which to either cure the violation or demonstrate compliance. If, after fifteen (15) days have elapsed, County believes in good faith that the violation is continuing, County may consider the violating Party to be in breach of this Agreement. 2.0 Remedies for Breach by Authority or Developer. In the event that County determines that either Authority or Developer has violated the terms of this Agreement, and has failed to correct said violation, County may exercise any or all of the following remedies, or any other remedy available in law or equity. BEEBE DRAW FARMS AUTHORITY ("Authority"), and REI, LLC ("Developer") - IA19-0019 ,.ge 8 of 13 4836775 Pipes: 10 of 32 08/22/2022 10:41 AM R Fee:$0.00 Carly Koppao, Clark and Recorder, Wald County , CO IIiii �u�AIMNkt wd �k�� 2.1 Access and Use of Collateral. County may access and use collateral to address the issues specific to the violation. For example, the County may access and use Project Collateral in order to complete improvements as required by the Construction Plans, when such improvements have not been completed in accordance with the Construction Schedule. 2.2. Withholding Permits. County may "lock" any or all lots within the Property, which precludes the continued issuance of building permits, zoning permits, septic permits, or any other permit issued by any department of the County. 2.3 Court Action. County may seek relief in law or equity by filing an action in the Weld District Court or Federal District Court for the District of Colorado, except that no such civil action or order shall be necessary to access collateral for the purpose of completing improvements as described above. 3.0 Termination of Agreement. This Agreement shall terminate upon the earliest of the following events: 3.1 Failure to Commence. County may terminate this Agreement upon or after revocation of the underlying land use approval under Weld County Code Sections 24-3-80, 24-4-70, or 27-8-60. However, County may still exercise all necessary activities under this Agreement that the County determines necessary to protect the health, safety, and welfare of the residents of Weld County. 3.2 Execution of Replacement Agreement. This Agreement shall terminate following County's execution of a new Improvements Agreement with a new property owner or operator who has purchased the Property or otherwise agreed to assume the responsibilities of the Authority and/or Developer under this Agreement. F. General Provisions: 1.0 Successors and Assigns. 1.1 Authority and Developer may not delegate, transfer, or assign this Agreement in whole or in part, without the prior express written consent of County and the written agreement of the party to whom the obligations under this Agreement are assigned. Consent to a delegation or an assignment will not be unreasonably withheld by County. In such case, Authority's and/or Developer's release of its obligations shall be accomplished by County's execution of a new Improvements Agreement with the successor owner of the property. 1.2 County's rights and obligations under this Agreement shall automatically be delegated, transferred, or assigned to any municipality which, by and through annexation proceedings, has assumed jurisdiction and maintenance responsibility over all roads affected by this Agreement. 2.0 Severability. If any term or condition of this Agreement shall be held to be invalid, illegal, or unenforceable by a court of competent jurisdiction, this Agreement shall be construed and enforced without such provision, to the extent that this Agreement is then capable of execution within the original intent of the parties. 3.0 Governmental Immunity. No term or condition of this contract shall be construed or interpreted as a waiver, express or implied, of any of the immunities, rights, benefits, protections or other provisions, of the Colorado Governmental Immunity Act §§24-10-101 et seq., as applicable now or hereafter amended. BEEBE DRAW FARMS AUTHORITY ("Authority"), and REI, LLC ("Developer") - IA19-0019 9of13 4836775 Pages: 11 of 32 06/22/2022 10:41 AM R Fee:$0.00 Carly Kopp., Clerk and Recorder, Weld County , CO viii IrdlM MOON wirkl kiraaki lfArM 1i III 4.0 No Third -Party Beneficiary. It is expressly understood and agreed that the enforcement of the terms and conditions of this Agreement, and all rights of action relating to such enforcement, shall be strictly reserved to the undersigned Parties and nothing in this Agreement shall give or allow any claim or right of action whatsoever by any other person not included in this Agreement. It is the express intention of the undersigned Parties that any entity other than the undersigned parties receiving services or benefits under this Agreement shall be an incidental beneficiary only. 5.0 Board of County Commissioners of Weld County Approval. This Agreement shall not be valid until it has been approved by the Board of County Commissioners of Weld County, Colorado or its designee. 6.0 Choice of Law/Jurisdiction. Colorado law, and rules and regulations established pursuant thereto, shall be applied in the interpretation, execution, and enforcement of this Agreement. Any provision included or incorporated herein by reference which conflicts with said laws, rules and/or regulations shall be null and void. In the event of a legal dispute between the parties, the parties agree that the Weld County District Court or Federal District Court for the District of Colorado shall have exclusive jurisdiction to resolve said dispute. 7.0 Attorneys' Fees/Legal Costs. In the event of a dispute between the Parties concerning this Agreement, the Parties agree that each Party shall be responsible for the payment of attorney fees and/or legal costs incurred by or on its own behalf. 8.0 Release of Liability. Both Authority and Developer shall indemnify and hold harmless the County from any and all liability loss and damage County may suffer as a result of all suits, actions, or claims of every nature and description caused by, arising from, or on account of the design and construction of improvements, and pay any and all judgments rendered against the County on account of any such suit, action or claim, and notwithstanding section 7.0 above, together with all reasonable expenses and attorney fees incurred by County in defending such suit, action or claim whether the liability, loss or damage is caused by, or arises out of the negligence of the County or its officers, agents, employees, or otherwise except for the liability, loss, or damage arising from the intentional torts or the gross negligence of the County or its employees while acting within the scope of their employment. All contractors and other employees engaged in construction of the improvements shall maintain adequate worker's compensation insurance and public liability insurance coverage, and shall operate in strict accordance with the laws and regulations of the State of Colorado governing occupational safety and health. 9.0 Binding Arbitration Prohibited. Weld County does not agree to binding arbitration by any extra- judicial body or person. Any provision to the contrary in this Agreement or incorporated herein by reference shall be null and void. 10.0 Authority to Sign. Each person signing this Agreement represents and warrants that he or she is duly authorized and has legal capacity to execute and deliver this Agreement. Each Party represents and warrants to the other that the execution and delivery of the Agreement and the performance of such Party's obligations hereunder have been duly authorized and that the Agreement is a valid and legal agreement binding on such party and enforceable in accordance with its terms. If requested by the County, Authority and/or Developer shall provide the County with proof of their authority to enter into this Agreement within five (5) days of receiving such request. 11.0 Acknowledgment; Superseding of Prior Agreements. The Parties acknowledge that each has read this Agreement, understands it and agrees to be bound by its terms. All Parties further agree that this Agreement, with the attached or incorporated Exhibits, is the complete and exclusive statement of BEEBE DRAW FARMS AUTHORITY ("Authority"), and REI, LLC ("Developer") - IA19-0019 4836775 Pages : 12 of 32 10 of 13 08/22/2022 10:41 AM R Fee:$0.00 Carly Kopp., Clark and Reoorder, Weld County , CO I:1%1I1G41i !A Ind s II II I agreement between the Parties and supersedes all proposals or prior agreements, oral or written, and any other communications between the parties relating to the subject matter of this Agreement. The Parties identify the following prior Agreements and Assignments between the Parties or their predecessors in interest as valid agreements which have been fully completed and, other than those provisions which are stated herein, have been successfully executed, having no more binding effect: 11.1 That certain Road Maintenance and Improvement Agreement, dated April 3, 1985, executed by and between the County of Weld, and the Beebe Draw Farms and Equestrian Center Property Owners Association, and the Beebe Draw Land Company Ltd., found in the records of the Weld County Clerk to the Board at document #850116, and assigned to the Beebe Draw Metropolitan District on December 16, 1986, with the County's consent to assignment found in the records of the Clerk to the Board at document #880340. 11.2 That certain Improvements Agreement According to Policy Regarding Collateral for Improvements, dated December 30, 1985, for "external" improvements (access roads), executed by and between the County of Weld, and the Beebe Draw Land Company Ltd., and the Beebe Draw Farms Property Owners Association, found in the records of the Weld County Clerk to the Board at document #860024, and assigned December 16, 1986 to Beebe Draw Farms Metropolitan District, with the County's consent to assignment found in the records of the Clerk to the Board at document #861228. 11.3 That certain Improvements Agreement According to Policy Regarding Collateral for Improvements, dated December 30, 1985, for "internal" improvements (on -site roads, etc.), executed by and between the County of Weld, and the Beebe Draw Land Company Ltd., found in the records of the Weld County Clerk to the Board at document #860025, and assigned December 16, 1986 to Beebe Draw Farms Metropolitan District, with the County's consent to assignment found in the records of the Clerk to the Board at document #861227. 11.4 That certain Amended Road Maintenance and Improvements Agreement, dated May 9, 1988, executed by and between the County of Weld, and the Beebe Draw Farms and Equestrian Center Property Owners Association, and the Beebe Draw Farms Metropolitan District, found in the records of the Weld County Clerk to the Board at document #880340. 11.5 That certain Improvements Agreement According to Policy Regarding Collateral for Improvements, dated May 10, 1989, executed by and between the County of Weld, and the Beebe Draw Farms Ltd., and the Beebe Draw Farms Metropolitan District, found in the records of the Weld County Clerk to the Board at document #890410, and recorded in the records of the Weld County Clerk and Recorder at reception #2309836. 11.6 That certain Improvements Agreement According to Policy Regarding Collateral for Improvements (Public Road Maintenance), dated May 9, 2000, executed by and between the County of Weld, and REI LLC d/b/a Investors LLC, found in the records of the Weld County Clerk to the Board at document #20002225. 11.7 That certain Improvements Agreement According to Policy Regarding Collateral for Improvements (Public Road Maintenance), dated December 7, 2009, executed by and between the County of Weld, and REI LLC d/b/a Investors LLC, found in the records of the Weld County Clerk to the Board at document #20093170. BEEBE DRAW FARMS AUTHORITY ("Authority"), and REI, LLC ("Developer") - IA19-0019 4838775 Pages: 13 of 32 Ii of 13 06/22/2022 10:41 AM R Fee:$0.00 Carly Koppel., Clerk and Recorder, Weld County , CO 1111 I rdigl Why lirILPNWM MI linu 11111 12.0 Notwithstanding any other provision contained in this Agreement, for any conflict or potential conflict between any term in this Agreement and the Resolution of the Board of County Commissioners approving the underlying land use permit, the provisions of the Board's Resolution shall control. In the event of a discrepancy between this agreement and the Weld County Code in effect at the time of the agreement, the terms of the Weld County Code shall control. BEEBE DRAW FARMS AUTHORITY ("Authority"), and REI, LLC ("Developer") - IA19-0019 4836773 Pages: 14 of 32 12 of 13 08/22/2022 10:41 AM R Fee:$0.00 Carly Koppel, Clerk and Recorder, Weld County , CO I'll PAM 1141101rhA RV E1W6h 11111 AUTHORITY: BEEBE DRAW FARMS AUTHORITY By: Name: ►1 �,6'l—i A42 COCk-- Title: \ice 'Pr STATE OF COLORADO ) County of Weld /...r.,R;(1.134\ Date: SS. 74c419 The foregoing instrument was acknowledged before me thisa77 day of J� 201 by (rRA_c4L.o C. A&1 il,12- // 77e WITNESS my hand and official seal. Public x/0. luo v. 6, DEVEL PER: REI, LLC By: Date: :z73.3. Name: At CLC c -`,, 31-V r k \ C'ocC.._ Title: M cs Yl c' e. Z__, STATE OF COLORADO ) County of -Weld' ) SS. The foregoing instrument was acknowledged before me this day of -5-ti 2012, by C1-1. Sf7 J)di1Ck, 1)/airA•edg�GceEL 1 WITNESS my hand and official seal. #e:_<%Z C.xp. Na v, lyoZv/7 WELD COUNT � ATTEST: Weld ty Clerk to the BY: 4836775 Pages: 15 of 32 08/22/2022 10:41 AM R Fee:$0.00 Carly Koppee, Clerk and Recorder, Weld County , CO Deputy C s rk to the Bo BOA ) OF COUNTY COMMISSIONERS WEL'- C► . TY, COLORADO tt K James, Chair JUN 0 6 2022 BEEBE DRAW FARMS Authority"), and REI, LLC ("Developer") - IA19-0019 '.e 13 of 13 RAC a %I II a?a,7a-1,SaB EXHIBIT A-2 - Cost Sheet (ON -SITE) Name of Facility: lRdelO414, sF6twas latifiN ►J 4.d0 Filing/Case #: L ►�k s sae O! Location: Personnel Contact: Name !61'444 .i.044. Title: Phone: 72,0 L2fi •4 F1? bet ally bound the underszened Applicaxt hereby agrees to provide throughout this lac ilily the (ollawine imyrovements. Improvements (Leave spaces blank where they do not apply) 4 .. :: 'I17 &0_"fltP�l `k '' ... -:' Quantity Units Unit Costs ($t p Wasted Construction Cost ($) 1PUBLIC WORKSI Survey, Street MonumentsBoxes Street Grading 220(e 4 i °( 4- 0 13Z13111 - 4W4 512 Street Base 22o49- lV t0o Street Paving Z-s.I 0 44- S s' tl-.• Z$ 1,55z Pavement Marking Entrance/Access Improvements Road Culvert i4u t. -f- 40.0o u,t,,o Dust Control (per See. E.-7.5.2) Road Maint. Collateral (per Sec. E.-7.5) PLANNING SERVICES Sidewalks Curbs, Gutters, and Culverts Fire Hydrants Site Grading Retention / Detention Ponds ,411, two 4 Y 4,o - LI& Ow Stormwater/Drainage Facilities Erosion Control Measures/BMP's -3 c,)19.4, I... 4 t 3 0,0,90 Grass Lined Swale Subsurface Drainage Ditch Improvements Parking Area, Curb Stops, Bus Kiosks, Mailboxes Street Lighting Street Names Signage Fencing Requirements Landscaping, Seeding, Trees, etc. 1Z p„` t (, 00 l'i, 2-00 Park Improvements Handicap Accessibility, Parking & Rails J.Aealth Departmentj, Septic Systems SUB -TOTAL: �y5 .... )Testing, inspection, as -built plans and work in addition to pretinenary and Engineering and Supervision Costs (S) lent plat; supervision of actual construction by contractors) 0•0!%V TOTAL ESTIMATED COST OF IMPROVEMENTS, ENGINEERING AND SUPERVISION ($) 41137,tog 4836775 Pages: 16 of 32 08/22/2022 10:41 AM R Fee:$0.00 Carly Koppes, Clerk and Recorder, Weld County , CO ..bilrIy11K'ihltllil, III III EXHIBIT B-2 - Time Schedule (ON -SITE) Name of Subdivision, PUD, USR, RE, SPR: 91tf:✓lG u!ett... eollik.O4 4O Filing/Case #: t &est'3 Location: !Mending to be legally bound, the undersigned Applicant hereby agrees to provide throughout this facility the following improvements All improvements shall be completed within gears from the date of approval of the final plat Construction of the improvements listed in Exhibit A-2 shall be completed as follows: Improvements (Leave spaces blank where they do not apply) Time Schedule (Oly-SITEi .PUBLIC WORKS. Survey, Street Monuments/Boxes Street Grading -?/t4'/i5 Street Base 5/, /1€ Street Paving M 4/1M Pavement Marking Entrance/Access Improvements Road Culvert Sidewalks, Curbs, Gutters, and Culverts (OFF -SITE) Dust Control (per Sec. E.-7.5.2) Road Maint. Collateral (per Sec. E.-7.5) .PLANNING SERVICES Sidewalks, Curbs, Gutters, and Culverts (ON -SITE) Fire Hydrants Site Grading Retention / Detention Ponds Mitt Stormwater/Drainage Facilities Erosion Control Measures/BMP`s Grass Lined Swale Subsurface Drainage Ditch Improvements Parking Area, Curb Stops, Bus Kiosks, Mailboxes Street Lighting Street Names Signage Fencing Requirements Landscaping, Seeding, Trees, etc. 4/1 /i$ Park Improvements Handicap Accessibility, Parking & Rails .Health Department. Septic Systems Final Completion Date for Entire Proieet 4836773 Pages: 17 of 32 08/22/2022 10:41 AM R Fee:$0.00 Carly Kopoee, Clark and Recorder, Weld County , CO VIII I rdRIRZ IWINDIRH hr 11111 4MNEB REI UYITED LLMNtt 5: MPANY WYOMING LLC ONA OLdiA00 PO BOE 158 REO FEATHER LANES LO Bg545 /APPLICANT BE®E DRAW FMYS ANHdtITY BPET3AL pI51RICT YMARMERT SERNCEB INC 41 UNION B Tag - SUITE 150 LANEWODD CO BO33B j.'IVIL ENGINFFIj LRESTd1E ONAILTANl9 LLG 14145 WESL WMREN CIRCLE IAKENOCO co emaR Ad(UL WC 185 TELLURIDE BT BUTTE BRIGHTON CA BO801 frFE1TFf NNICAI FNf�{PFg5 TERRALW 1389 15i AVEINE QiEELEY CO BO6]1 EMTH ENGNFFAINO CONAILTMT9 98 WtEENFlEId DRIVE wxosoR co eosso YlAIEfl fENTRAL HELD CLUNtt WATER dsiRICT 33]5 3HD AVEMIE GIEELEY CO BOB]1 BEEBE DRAW FARMS AND EQUESTRIAN CENTER FILING 1, PHASE 5 RETENTION PONDS 4 & 10 CONSTRUCTION DOCUMENTS LOCATED IN THE SOUTHWEST 1/4 6F SECTION 9 TOWNSHIP 3 NORTH RANGE 65 WEST OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF WELD STATE OF COLORADO BENCHMARK & BASIS OF BEARING INFORMATION 91RNEY LLOGIEO MRSEOnON 9NMOHSELTON 14 TOWNSHIP ] NWRyNO Cd YRO171 17,-L CWNtt OF WELD STATE T CCLORApp pRFPMED BY ACNLAY WC DATED O)/0]/3d> (REY B) "`^ ^4 BASDJ ON CddUDO SLATE pIANE CDofldNATE5 LW1H 30NE NORTH z-.1. ¢YBOri>11 nU5 SUg1tY iFLT WNO 1HE COLATEID) FACTdi USED i0 ®iAIN Gd DISLARCES IS yYpiu DAnN N0NOI AYDEICM VEAOCAL OANY 1984 BASIS OF CONSTRUCTION DOCUMENTS REPEAT OF FlRST FlUNG 9FFBE DRAW iMY5 MO EOVESliBM CENTER ROADWAY PLANS PREPMEO BY YIIESTOxE ENCWEEAING INC pAlEO JUNE 1 1898) REPEAT Oi FlRST FlLWG BEEBE giAW FMYS AVD EW61MM CEHTEA DRAINAGE PLANS PREPMED BY YILESTIXIE EHQHEERIHC LNG GATED JUXE 1 1988. PNME III DRNNAOE REPORT FOR BEEBE DRAW FMYS ill1NG NO 1 PREPMED BY MIL6TONE ENCWEERINQ INC DATm JUNE 1 1888 GENERAL NOTES 91111 YFET OR dLEtD TIE IB ALL EYl5TNG SIRUCNgE5 UTLI116 fEXLES 9tlIS LVIOSCIANS TREES h CONSiRYCllgl CMIFRIA, PLAHTNDS AND OIHW IYPROVF11EN1S DESTlOTED pANACEp G RFMOVID OUE T) R1NEM Oi TRAXSPGITATON TIE NISTRULRION OF 1X13 PROTLT 9NN1 BE PFPGCm 019 R610RfD W UKE ANO ftIOE CGISINUCIION TIE MIND AT TIE CONIRACIGI5 EN4NSE UHL69 OTIFAM9: INOICAIFD W THE AVEudT OdGY RFvoattsl ORAWWOS ] ALL REFPNENCES TO ANY PUBU= STANDARDS SHNL 07 TO THE GTEST REN9W OF SAID STAXpARO UNLESS SPEGFlCNLY STAlEO OIHEAMSE A (1)ECOPYWOFCl1�lE AP 0. 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MARCH 1, APRIL 17, AND MAY 5. 2017 THE PURPOSE OF DVS TOPOGRAPHIC SURVEY 6 TO DEPICT EXISTING CONpTTOtis FOUND AT THE TIME OF THIS SURVEY. THIS SURVEY 6 BASED ON GNSS OBSERVATIONS. 3.1 HORIZONTAL OAI UM BASED ON COLORADO STATE PUNS COORDINATES. NORTH ZONE NOR IN AMERICAN DATUM 1981 US SURVEY FEET, GROUND. THE COMBINED FACTOR USED TO OBTAIN GRID DISTANCES ISO 999727/3 3.2 VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM 1988 - THE EXISITNG IENCNMARK USED FOR THIS PROJECT (SHOWN ON SIRE 12 OF 211S A FOUNDIMK NAIL, PANEL PORN 1105. IN BURGHLEY COURT 2. 4. ALL FEATURE 10UARO TOPOGRAPHICSLWVU' WORK, 'NCLUUING FLA'UNR COORDINATE VALUES ASO THE RESULTANT INMPRIIG GENERALLY COMPLIES KITH FGOC GEOSPA TIM. PO9T'ONING ACCURACY STANDARDS, PART 4 STANDARDS FOR ARCHITECTURE, ENGINEERING, CONSTRICTION (A/EKI AND FACILITY MANAGEMENT S. LOCATIONS OF oftMES AND FOREIGN PIPELINES WERE DETERMINED FROM AMC SURFACE EVIDENCE AND UTILITY CURS PERFORMED BY OTHERS ONLY THESE LOCATIONS IF SHOWN MAY. NOT 8E ACCURATE OR COMPLETE OTHER UTNTIES MAY MST AND ARE TO BF Foft LOCATED AY OTHERS PRIOR TO EKCAVATON THRS TOPOGRAPHIC SURVEY RAS PREPARED WITHOUT THE BENEFIT OF A T. TLE COMMITMENT, THEREFORE ACKLAM, INC HAS NOT RESEATIO4ED OR SHOWN ANY OTHER EASEMENTS. RIGHTS Or WAY. VARLANCFS ANT) OR AGREEMENTS OF RECORD EXCEPT AS SHOWNNEREON 7. TARS TOPOGRAPHIC SURVEYS NOT A !AND SURVEY PEAT OR IMPROVEMENT SURVEY PEAT BOUNDARY LINES SHOWN HEREON ARE BASED UPON i Ht RECORD INFORMATION AS SHOWN ON Int COtlRLCIt) FIRS' FILING ?MIDI Bt U R DRAW FARMS AND EQUESTRIAN CENTER, ACCORDING TO OIL MAP CM PLAT THEREOF nib FUR RI CORD AT RECEPTION NO. 01200074, IN THE OFFICE OF THE WE10 COUNTY CLERK AND RECORDER ( X ACCORDING TO COLORADO LAW, YOU MUST COMMUN& ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE Of CERTIFICATION SHOWN HEREON 9. OIL AND GAS SETBACKS SHOWN HEREON ARE BASED ONREQWREMENTSAs SEr FCMTH BY THE BEEBE DRAW FARMS AUTHORITY 10. LOTS AND STREETS SHOWN HEREON ARE BA SE01W THE BEEBE DRAW FARMS AND EQUESTRIAN CENTER CORRECTED FIRST FILING PLAT RECORDED AT RFCFPTION NUMBER 2200074 144 SALE. ,•.300• d7E. CU/01/17 ,LOB re '88020 a TO: P11CAN LAKES CLIENT NAME.' BEEBE DRAW FARMS AUTHORITY TRY/ RAISON CUE ADD TONAL S.PPLEI(NTAL TODD 04/70/]0?? ADO IO,AL SUFREICIIRA FUD OK O7/07/20T7 A ORKBPL AAY OM LS AEI: B 9if 8 Acklam, Inc. 195 Teuunde St., Suite 7 Brighton CO, 80601 1 OF 2 '45 gyp LOT LINE MESON) 17s l LOT OBER (°YPI(•AL) U +—wow ATMO(eal Pratt MITER UNE [ t4( \\\\\1I I . • i\\\\\\\\\\ •\MEFENCE • \ \ i4\ 1 1\ ACMAFENCE \\\\ \ \ 441 '21 tastes 7(tCPICt Log5 Ensure AMTS PRIME EXISTING TELEPHONE PEDESTAL - EXISTING ELECTRICAL VAR!! (1(157*; .C caw, r \\�\\\\\ \ N. IV PIPE `11t \�\ \\\ \\\\ \ \ \ \\ \\ \\ \\\<N \\ \ XABBaa\ \\ a\V\ \\ \' \ GASIK` \ I/MISER 4 BARBED I.E FENCE '47 \/ \\\ \\\ \\\ \\\\\ it TGIRO PROPERTY CORER I.2S. RED P1A57t CAP OMR tit MARKER (rYP) EKKTRG EUCTRTAI ENS - MSC. STUB /I IS, I \ \\ \\\ \\\\ \\\\\\\ \ 11 1 \ \ X,�E:. 11 S I\ \l lr \ \II \ \\ \ \ \ \\\\\\\ \\\tl \\\ \\\\\\�\\� \� \ \ ll I \\It\\ \ \\ 1 I \\t\\\\ \\\\ \\ \\\ \\\ \ \ I /I \\\\\\ \ \I\ \\ \ \\\\\\\\\\\\\\\ \\\ \ \ \ \ \\\ \\\\ \\\\\:\\\\ \ Ex61� \\ \ r67 \ tau(s7R AN \ i 148 Exr5RNG TELEPHONE PEDESTAL (TYP) ISO 1 EXISTING ELECTRICAL PEDESTAL MP) 149 is \\\ \\ J�.► MATCH LINE ` \ \\ I r 1 \\ / N I SO• PAFMMO.( ROW. FRC NO 178442 Ex4NNG 04 MO CAS DIRT ROAD EXISTING toutsmad raft \\\\•, \\ \� \ 1C\ \ \ I 1 l I \ X RULE \ I I \ I I / 1 \ • • y0D o IBL1' t 1) ) ) ) 4ABPd1 0{YL ► -` E x57MIG KU (TYP ) DATA FROM OTHERS I- I NWWNS "C170N9 rW IaISW STHAW SWLY SECTION9 CWReaw6TH PM APPARENT LOCATES OF CENTERU( Or 30' R.O.B. TO SOLO RATTEI431RC C. . PER REC. AA). 2301061 \ EXISTR10 'OE MO GAS / DIRT R0AD 1 SEE PANMAMXE R 0 R REC N0 178442 - 20. MAC R.O R REC NO 37'1990 SS' UAN SULKY. 0*A FROM ONtRS (TrP) BARBED RARE FENCE (rx'SI1KL PIMA"OtrA F OTtERs - De EASEIKNI route roft T ;\,1 I \ Z1 PIPELB( / iI \ \� 30' COORS taY CYKiANr RDR I 1722 , 1 I 1 1. II II I I I I I I II I I �I I I II II II FMCali. See 1U'SO,..,'aclw-aar Aar gas 6r ,rfl-_t.JS.' ffi wet II.O.PICIP0Jseasin Mai Wan .W mw .<N(R ea Mtn !vein N la �r N mwim -0 r--- - - X2`-" Ice) N r71N si— mift IC a ESN � n C zg X4840 9 0 0' 100' 200' LEGEND A POWER POLE EXISTING PIPELINE EDGE OF GRAVEL ROAD FENCE EXISTING UNDERGROUND WATER LINE GUAR TER SECTION LINE SECTION UNE GAS UNE SETBACK FROM OTHERS 48.50 MAJOR CONTOUR LINE k ELEVADON LABEL MINOR CONTOUR LINE k ELEVATION LABEL SPOT ELEVATION EXISTING WELL EXISTING WELL DATA FROM OTHERS EXISTING WATER VALVE EXISTING FIRE HYDRANT ILA (XH61IN0 LATRINES DATA PROM OTHERS NOTES. 1 THIS TOPOGRAPHIC SURVEY WAS FERRORMEO ON fEllIWARY 11 MARCH 1, APRIL 17 AND MAY 5, 2017 1. THE PURPOSE Of TEA TOPOGRAPHIC SURVEY IS TO DEPICT EXISTING CONDITIONS FOUND AT THE TIME OF THIS SURVEY. 3. TIPS SURVEY O BASED ON GASS 0831K VA TIUNS. DUSTIN( BENL'HMARA N: 1379613 01' E. 323017017' EL.. 1877.52' PANEL POINT 1O5 MO($C PA NA4 N EXISTING CONDITION AND TOPOGRAPHIC SURVEY L OCA TED IN SECTION 9 AND SECTION 16, TOWNSHIP 3 NORTH, RANGE 65 WEST OF THE 6TH PM, COUNTY OF WELD, STATE OF COLORADO MATCH LINE Ingest EOLESTRMN TRm 04 AND GAS EOLAPMEM DATA PROM OTHERS 3.1. HORIZON AL DA I UM RASED ON COLORADO SIA It PLANE COORLNNAI ES, NOR IH10Nt. NONIN AMERICAN OA I UM 1981 US SURVEY FEET, GROUND. INC COMBINED FACTOR USED TO OBTAIN GRID MSTANCES ISO 99971713 31 VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM 1988 THE EXISTING BENCHMARK USCO FOR 11115 PRaEC (SHOWN ON SHFF I I OF 1) S A FOUND PE NAIL. PANEL POINT 105. IN RURGHL FY COURT .1 A Ali FEATURE I ()CATION AND TOPOGRAPHIC SURVEY WORK INC UTTING f F.I PJRF COOPDINA TF JAl UfS AND THE RESULTANT MAPPING GLNt PACTT' COMPLRS WIIH PGUC G&OSPA 1W FO4 DOMING ACCURACY SIANLMROS, PA RI 4 S IA WARDS FOR ARCH' RE7URt. t NGINLLRING. CONSTRUCTION (A,/EX) A&) FACILITY MANAGEMENT 5 LOGIIONS Or UIIUTIES AM) FOREIGN PIPt uht5 WERE UE ItRANNty FROM RS18U SUMAC! tVIDtNCE ANO UTRIIY LUTES PiRfORMED RY OTHERS 0*!,, THESE LOCATIONS f SHOWN MAY NOT BE ACCJRATE UM COMPUTE OTHER I/TRITIES MAY EXIST ANO ARE TO BE FIELD LOCATED BY OTHERS MOOR TO EXCA VAT,ON 0 TIPS TOPOGRAPHIC SURVEY *AS PREPARED WITHOUT TIC BENEFIT Of EIRE COMMITMENT. THEREFORE ACXLAM. INC HAS NOT RESEARCHED OR SHOWN ANY OTHER EASEMENTS, RIGHTS Of WAY, VARIANCES AND OR AGREEMENTS OF RECORD EXCEPT AS SHOWN HEREON 7 THIS TOPOGRAPHIC SURVEY IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PUT BOUNDARY LINES SHOWN HEREON ARF BASED UPON THE RECORD INFORMATIQ/J AS SHOWN ON THE CORRECTED FIRST FILING PLAT Of SFFBE DRAW FARMS AND WOES I RIAN CENTER. ACCORDING 10 I HE MAP OR PU I TrMLREOF HEW FOR RFCORU Al RECEPTION NO. 01201311, IN i NE OFFICE OF 1111 WELD COUNTY CLERK AND RECORDER 8. ACCORDING IOCOLDRAUO LAW. YOU MUST COMMtNCE ANYLEGAL ACIION BASED UPON ANY Lk FtCl IN IRIS SURVEY YNI WIN TWICE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BAWD UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN FEN YEARS FROM THE DATE OF CERTLFICADON SHOWN HEREON 9. OIL AND GAS SC TBACA S SNOIVN HEREON ARE BASED ON REQUIREMEN IS AS SET FORTH BY TM d(EBC DRAW FARMS AUTnOR1TY 10. LOISANU SIRtt IS SHOWNMRL N ARE BASED ON IHE WERE°(AW rARMS AND tQUt5' RIAN CtN vi C(RLdcC2U HITS' rI(NG PUT RECORDED AT RECEPTION NUMBER 11DJO71. SOME: r -voce GTE. 03/02/17 JOB NA. 189020 JOB *ME PETICAN IMES Get JAM at LS REP B 9F CLIENT NAME BEEBE DRAW FARMS AUTHORITY KIWI GTE WIRRONAL 9i .EDEN TAD. TOM 01/200/7017 ADpTOIAL SPPEMENTM FRED RORM 07/07/7017 A 8 Acklam, Inc. 195 Telluride St So ate 7 Brighton CO, 80601 ROT 2 OF 2 ) \ ,\ SUBDMSION BOUNDARY (TiP) OI AND GAS ECAAPMLNI DATA FROM OTHERS \ BARBED OMR( FENCE M11/1 SECTION 16 TiN R6,5:4''6771 Gli / / I- N a7 \ \\ — — ' macaw \ AVAd, Of'S \ \N -N\ / / ' ((' ( \� J I�III) � \ ✓ (1111 I) \ R DATACASON( ( \ \ \ aFROM OTHERS BARBED WIRE FOX( \ / //-//-1 EXISTING OCR PEPELAE - \ NO EASEMENT FOUND \ FOR HIS Le[ I ( METAL FENCE / k 7 ` \ L - - x/S1ANG MEW{ DMA (RCN OTHERS - NO EASEMENT foot TOR 1wS ONE \\\ \\\ \\\� \ LOT MUIR \ (TYPICAL) I 1 LOT LIME (TYPICAL) \ /--'N-ITYt--I�I-N_ APPIMIrNT LOGIN tY JEMERUE Of JO' ROW To SOLO MRENBERG CCWP PER ME IIO 1307064 MIN FONC( C TT- - z APPARENT LOCATION Of -� CENTERI NE Of JO' R TO SOLO MTIORNI C: CORP PER - REC NO 2301064 N 50 PANHNN ( R O KC NO T784842 tire Wieloct r (x15Tt DCP PIPELM rAsY►+ ALL AWOL C7.1/4> DATA FREW OTHERS II II III III II I 11 l II II BARBED OM( CENCI (XISTWG AMC (AR IK IMPAIR 1 I �0 PARC FENCE I' LxISIWO GRAVEL ROAD BARR0 ASK Ft' Net rr<.r. NwVO'SL.•.•.M')YN#r Ir ION. Ds F-KN.wmI Me . .-I-■N4[tO.O_WIWr3-JItYIry I:*IX I YJ):JO •. 1 Ir J CORRECTED FlRST FlUNG PFAi OF BEEBE DRAW FMY5 AHD EWESTRIAN fENTEEI \ 1y (Wr1L COUNTY PEC NO 330071 13/1J/49) Wirer. P$G V o '"�y i:Cy �p i8 C3S bm a ads ' ur ESSE. RCA. SOUTH °iii 1.11111 . \ E% PIP,. /RF1 ;9gE m BE /\ 1j• \I \. \ \ rz. BY D1HFA5 11 1 \ \11\ 111 \ \ / Ii1j \ / \ \ 1j11/ / i \ _ _ .�� RELOVFDEx/REla. 4. .TT.°A / 1 I \, _ "G / — _ea..n I/III//I/I �'b E °.v9,>.° 1 �I i I ry , • ••• ) .� LL9 BEEBE DRAW FARMS & EQUESTRIAN CENTER FILING 1, PHASE 5 WELD COUNTY, CO REWDYE l BT WRE - _ I /Im BE RELOCATED) \ \ •/II///II.//I///.//_ / I /fEx —_ —,.--, —V.., ,—,� . .. .--, .... (ro ec Rvucm) sv / L' \ I �_ I I 1 u�K / KEY MAP LAYOUT LEGEND DEMOLITION NOTES TIE (I t` Y y F )s5( Id E tl k c CaNw a \ S • RENSIONS E%ISTNC SURVEYED , sFF 91TEr com .nR B.HaYAR. a eA9s a BEARING IrawYATpx — — — — 2 SEE SHFET L041 3' ME.".:L ,14'. NYd 1/L NE 9/4 EIBSRiG SECTOI UNE 1 PIPFLNE 6 ACCESS RDAD DEY0.1nW/XELOCAINk! IS BY OTHERS fAADIXG 9ECTEON B bECTI0N 0 EEWIRACTDR 91111 EGDRDIF E WTH DCP Ym511EAY h ri INTF TL _ GAS/f.L PROWDERS PRgF m COYNENCEYpIT OF GRIDWG ACRWTES • E]BSIPl.'EASEYT. 'LT.,. • EWSIPIO EDGE OF A911ALT ��!•' - NTS F]05TWO EDGE OT 4RARfL BrB 9/4 �`' 8E 9/4 — pp5TW0 CAS/4L SETBAIX s¢ercoNY l �nEcroopoc PLAT NOTES —.—.—.— Ensl9la TTNEE 1 ALL 9H6F .AYRY OWf111NG5 SHALL BE SEIBAIX AXD ORFSE'i A YINIWY K 50 mra.r EIBSIWC SiDRY SEWER CULYTAT IEET TROY ALL LOT UNE5 � lw� I z Au L015 x � A u TLor xDE DRAINAZ Nm unurr usEDEEWr AEnxc THE EE...7 N ' ��. E.ISDND BURIED CA5 PIPO1NE fADNT 50E AND REAR U)T UNES E]95DNG BURIED ElEC1RIC UNE 1HE FlLWL 1 PHASE 5 flOADWAT NPflOVELEHI5 ARE m BE CDNSIXUCIED IN .(. �., '�,•, -T-,� EPSTWC BURIED TEIECDY ACCDRDANC£ Wnl 111E fg1oWNG I) RFPIAi Oi FlRST T.WC BFEBE DRAW TARY5 EQlE51R1/JI CENTER - `�""� V DdLL 811 •811 'Li, ,,e, ,.Y�To 1➢ �g ��w V, ,-, 1,,,; —w —w —w— FLSIIHG BURIED WATER LWE � R01➢WAT PLANS' PREPARm BT YAESid1E ENGiNEERWC WC OATEO JUNE 1 19BS E]OS'IOVG BURIED NAlU11AL GAS UHE 3) THE REPLAT 0. DRSi FlUNG BEEBE DRAW FMYS AND EQUESTRIAN — — — — ,, y1. CFNIFA — DRAINAGE PEANS PRFPMm BT YItE5TOlE ERfJNEFRINC INC �F ms,Wc wnl J N 18010 DATE 1P/IB/17 SCALE AS SHOWN DEMOLITION PLAN 'CO 02 'AI�.T D SG '•'T To BE P... DURING • 51RU 11. `f 'l` 11111'(. �° S.D 131w N eal o N..4 OM 11 2W II=1 14 -SN o Rs -tp x21_30 Ia®n o nW A S r• cN lid" l gt<e-ir O CONNECT RELOCATED WELL ACCESS ROAD TO EX RELOCATED GAS/OIL PIPEUNE (BY OTHERS) \ 1 U sw1/+ 3 -MC 1 n111 fo.Le_reLt4,14_401(6.5 Pte \ \ -o is 4-4 If - • 11 -..'.1 \ l \ \ \ .\• \ CONNECT \•• \ \ \ RELOCATED GAS/OIL \I \ PIPEUNE TO EX All: L SUCTION 16 \ lb EX sec\ rs W LIX , Pw&CRTY LAIC - FG-40 09 N. 1329085 02 E: 3231361 00 — \ \ ` \ \ 1 \ • \ \ ./GB -37.00 N. 1329418.76 E. 3231506.91 FG-31 00 N: 1329359.01 E: 3231555.70 \ IC- 31 00 • N. 1329325.17 E 3231514.24 F6-31 00 N 132915185 1 3231514.24 10- 40. • . N: 1329116.00 L 323154 .70 \ \ \ \ \ `\ \ \ ` `• N •\\ \ ` G-31.00 N: 1329325.17 E. 3231647.87 r' 4.114. En so\ea \ GRADING \• LMTS () • • N \ EX OCP Angie . 1AV SW61NPm \ 1 1 ,\ 1• \\ \ 1 1 1 11` 1\ \ \ \ ` \ ` 1 1 I \ \ \ N I 1 \ 1\II tar 1 1\ 1 `\ \ I \ �N • I 1 % \ \ \ \ \ \ \\ \ \` ` 1 �' Ir-�n �I �- _I.\ ‘ :-3.-4\rep-r-c---‘ i \ , \ \ \ I \1 \I \\ \ N \\ \ \ \ \ \ \ \ \ \ \ ` \ \ , N - N, \ -- — / \ \ / // \\ \\ / / • „, \ \ 1 1� \ \ I ,, / FIELD FIT 10• WIDE POND ACCESS ROAD FROM THE SOUTH ENO OF STONELEIGH ROAD SOUTH TO THE POND BOTTOM. MAXIMUM ACCESS ROAD SLOPE IS 10%. SOUTH \ END OF STONELEIGH SHALL BE BARRICADED. RETENTION POND 4 MIN. 10-YR VOL.: 20.8 AC -FT MIN. 100-YR VOL.: 33.3 AC -FT (MIN. VOLUMES PER ORIGINAL DR. REPORT) POND INVERT: 4831.00 TOP OF POND: 4840.00 10-YR VOL. PROVD: 20.80 AC -FT 10-YR W.S.E.: 4838.30 100-YR VOL. PROVD: 33.3 AC -FT 100-YR W.S.E.: 4838.68 EM OVERFLOW CREST: 4839.00 FREEBOARD: 1.32 FT (100-YR W.S.E. TO TOP OF POND) KEY MAP NE 1/E SECTION 9 N.T.S. • \ \ • `t--If--��-----�t---Ir-W----'1 "le V WS — S 6'09 Ow 31.00 N: 1322633 25.17 C: 3231921.37' \ \ \ • \ \ \ ••••• \ \• F0-39., N: 1329116.76 C: 1732057.76 \ \ Rf /FN tOY POAO 4 \ !IMPS AS PO? RfAA1 OF ARSI FILING BEEN - DRAW EARNS Alit £GYCS1RUN C£N1TR - OPAWA LC B ANS OA 110 A/N£ 1, 1998 ft PIfC[NE — \ • EX NEU ,w)6 • • \ \ t /\ • \ • ice 1 LAYOUT LEGEND \ N: 1329275.47 \ ♦E: 3232221.99 \\ N \ II X mrscam -It It- II K E E I - T T —ILI w w G I EXISTING (SURVEYED) EXISTING SECTION UNE EXISTING LOT LINE EXISTING EASEMENT UNE EXISTING EDGE OF ASPHALT EXISTING EDGE OF GRAVEL EXISTING GAS/OIL SETBACK EXISTING FENCE EXISTING STORM SEWER CULVERT EXISTING BURIED GAS PIPEUNE EXISTING BURIED ELECTRIC UNE EXISTING BURIED TELECOM EXISTING BURIED WATER UNE EXISTING BURIED NATURAL GAS UNE EXISTING WELL PROPOSED PROPOSED FENCE PROPOSED EDGE OF GRAVEL ROAD PROPOSED RELOCATED PIPEUNE & SETBACKS N. • ••••••••• \ N \ 1\ N \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ N \ \ \ -N\ -6O4- \\ FlUNG 1 SOU RI BOUNDARY • \ • • _ N \-••• GRADING LEGEND \ • 1 I I 1 I I I 1 I I I I \ 1 I 1 \ 1 1 I \ eI 1 1 1 \ I 1 1 \ \ \ \ \ \ % \ \\\\ N \ \ \ \ \ ` e \ \ PANNANOtE ROW \ \ \ \ \. RFC NO 17848421 \ \ \ \ \ ; \ �� \ ESSEX ROAD SOUTH 1 I \ \ \ \ ` 1 \ \ \ \ 1 1 \ \ \ \ \• •\ • \ \ • \ \\ ` N \ 1 \ \ N \ \ \ \ \ \ \ \ \ \ \ _ N N \ N N \ N \ \ " w \ .- \ \ \ \ \ \ N N N N \ N \ \ N. \ \ N N N111 N G-31 C N: 1329157.95 E 3232590.20 I APPARENI tOCA WON OF CFN It MINT Or J0' R O W 10 SOCO WA IIENBFRG COW RFC. NO 1.301064 1 16J9 4917' 4835 4833 'U yy� • 'c-33.7 w 1 �t�s •A - •/Ni w v: 1329074.74 / E: 3333003.76 ` f��f / ?1--I/-I 4-nr-1-n t it.1-y/-1.- t-00-N-i RELOCATED HELL I /1 ACCESS ROAD 1 I (BY OTHERS) \ _ I \ 'Jr i \ I / / \ -. _-i \ \\JI / / / \ \\\ i N- \ \ `• - -4801 - -4800- — 4801 4800 100% 4:1 ISO • 16-6826 • GB - 68 26 • ME -6826 • • -68 26 • I C-68 2t EXISTING GROUND INT. CONTOUR [1' INTERVAL] EXISTING GROUND INDEX CONTOUR [5' INTERVAL] FINISH GROUND INT. CONTOUR [1' INTERVAL] FINISH GROUND INDEX CONTOUR [5' INTERVAL] PROP. SLOPE ARROW (X HORIZONTAL TO VERTICAL) FLOW ARROW FINISHED GROUND SPOT EL [RELATIVE TO 4800'] GRADE BREAK SPOT EL [RELATIVE TO 4800'] MATCH EXISTING SPOT EL [RELATIVE TO 4800'] FLOWLINE SPOT EL. [RELATIVE TO 4800'] EXISTING GRADE [RELATIVE TO 4800'] PROPOSED SWALE/CHANNEL CENTERLINE PROPOSED TOP OF BERM CENTERUNE MAINTENANCE ACCESS SURFACING LEGEND r 1 O POND ACCESS ROAD - 8" THICKNESS ABC (ASSUMED) L 3 (RE: SLCIlON 1. OIL 1/C3.00) r T 1I7PSIJIL/RE-VEGETATION - 6" DEPTH (ASSUMED) L ��/��77��yy--��J RE: SECTION 2. DTI 1/C3.00) KY��,dG� \"l BURIED RPR TIAP 2/C3001EROSIOPROTECTION Ww/ SIZE / DESIGNATION DESIGNATION [T\'PE 1. RE. OIL 2/0.00 is DRS 16:2/-3.01) r:7-•••r_T,_T / �< Li \ \ \ \ \ N •••. \ \ - - • \ GRADING NOTES PROPOSED CATTLE GUARD \ 1 • 1. SEE SHEET C0.00 FOR BENCHMARK & BASIS OF BEARING INFORMATION. 2. SEE SHEET C0.01 FOR GENERAL NOTES. 3. SEE SHEET C3.00 FOR LAYOUT & GRADING NOTES. 4. SEE SHEET C5.00 FOR EROSION CONTROL NOTES. 5. RETENTION PONDS 4 & 10 ARE SIZED IN ACCORDANCE WITH THE "PHASE III DRAINAGE REPORT FOR BEEBE DRAW FARMS RUNG NO.1", PREPARED BY MILESTONE ENGINEERING, DATED 08/01/1998. PLAT NOTES ALL SINGLE FAMILY DWELLINGS SHALL BE SETBACK AND OFFSET A MINIMUM OF 50 FEET FROM ALL LOT UNES. 2. ALL LOTS HAVE A 25 FOOT WIDE DRAINAGE AND UTIUTY EASEMENT ALONG THE FRONT, SIDE AND REAR LOT LINES. THE FlUNG 1, PHASE 5 ROADWAY IMPROVEMENTS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING: 1) "REPLAT OF FIRST FILING BEEBE DRAW FARMS AND EQUESTRIAN CENTER - ROADWAY PLANS". PREPARED BY MILESTONE ENGINEERING, INC. DATED JUNE 1, 1998. 2) THE "REPLAT OF FIRST FIUNG BEEBE DRAW FARMS AND EQUESTRIAN CENTER - DRAINAGE PLANS PREPARED BY MILESTONE ENGINEERING, INC. PAVEMENT D SIG ' E' I' T TO BE PROVIDED DURING CONSTRUCTION 3D' 50 4 _ FOR AND ON BEHALF Of Alf DESIGN GROUP. LLC DBA CRESTON( CONSULTANTS. LLC PM WC Mm r441-ro, U IUtt NOIWXATON CENIEF 0 COEORAOO 1- II -922 -IN]) Al LCAST 190 (2) BAILSS DAYS BEFORE 1011 DC m ulbald! I -4 J.N.: 16010 DATE: 12/29/17 SCALE: AS SHOWN GRADING PLAN RETENTION POND 4 SHEET: C1.00 flea aiw .<No1 -84 7o N� � CIA to -x_20 .p 'U S D Q aXP EF N Co via t ma! ei xm cgN ro O • \ • • • • • 1 • • • / • t \ • • • • • • ��\•�� \\� \\ / \ • 1114 \\N '___\ \\• \ \ /' I I I I II I II I •I __�N\ •\ •`\ \� •\\ \\\\ `\\\\\\`\ ` I\\ t \` • \\ \• �\\ \\\ \ \ • \♦\ ��; \� •�� •\`�`� \ ( \ \ \ \ \ / 1 1I I I \ / \ • I • 157• \ \ \ \ \ \ \ ` \ \ \ ��_ \ \ \\ \•\ •\\ \\\ \\_ \\�`` �� \ \\ •\\ •\ \\. // I I I 1 I I\ \ \ / /�\ I •I I \\ •\ \\ •\\\\ •\\ •\\ \ •\\ \ ` N NN `\ \ \ \ \ \ \ �"\ \ •\ /•� \ \ \ is •I I 1 •\ 1/ / I \ \ \ \ \\ \ \ \ •\ \ • N. ` \ \ \ • \ �I \\ \ •\ I 1 1 111 \ \----/ \\I\\ \ \ \\ • \ \\ \ \• ` \ \ ♦ \\\ \\• •\` \\♦\ \ \ \ • \ \ \ \ \\ \ \ \ \ ( 1 \ • \ • \ ▪ \ N 7 N N \\ \ \ \ N \ \\ `\` ` `\\\ \\ \ \ \\ .� \\ \ I E l\`I.g... \ \\\ \ \ 1 \\ \ \\ �\ \ \ \\ \\ \\ \ N. �\ \ \\ \ \ • \ • \\ \ \ \ \\ \ \ `\ �`_�� \ \\ \\ _�� \ \ \ `\\ \ \ ` \ \\ \ �\ `\ •\ \\ \\ •\ 1 \ \ \ \\ \ \\ �� \� \� \, \\ \ \\ \ \ �\ �\ \\ ,�♦ / \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ `\ \ ` •_ \ / / 1 I 1 1 1 1 \ \ •\ \\\ \`\ \ \ 11 \ \ \ \• \ 8 N N \` \Sr • \ \\ \ \• 1N \ \ \\ \\ \ \ lt 1330151.58• • \ J E: 3230006 72 \�V. �1r-. \ \ \ •\ \ \ N.\ \ \ \ "-- • \ • • �\ \ ••••..........t \\\ \\• •\ • \ `\ / / iH I I ! \ \ \ \ \ • \ \ \ 1 t I \ \ \ \ \1 p \ �\ N\ \� \` \• • \\` \'_ \ \\_ _\\ \ / / I I I / \\‘ \\ • \\ \ \ \ \\ \ !�! I �m • \ ESSEX ROAD \ • i \ \ \ • \ \ - \ 1 /\ 1 \\ / _ \ \ \ ``\ ` \• ' \ \ \4855 i \ \ /I I / IS \ I I •\ 1 / \ I / • \\ \\ S\ / N \ \ \ \ \\ \ \ • ` \ \ \ \ \ \ GRADING I I I I /N. \ \ / / I I II \ 1 1 • \\ \ \ \ \ \ 1 \ \ \\ N \ N. \ \ I I / \\ / \ 1 \ \ \ \ \ 1 \ \ �\ \ \ % \ 1 \` \ \\\�•• %p.\ \\•\\ \ \\ .\ LIMITS (TYP) I I I I / \\ / / I \ \ \i‘,\‘‘ \ \ \ \ \•\\ / \� N t 1 1 \ \ \ \\ \ `\ \\\ `\ \ \\ \ 0 1 � I r \ / / / • \1 \ 1 \ \ \ \ \ \ 1 \ •\\ \\ \ \ \ \• \ \\ • i` 4 / I I I I 1 / / // I \ \\ \\ \\ \ \ \,'/ I • EX Alit \ /\ \ \ \ • \ \ \ \ \ \ , I 1 \ t / / I \ N \ \ \ 1 `� I \ \ \• � \\\\\ \\ \ \\\\ N \+�\ 1 I I •! \\ / / I/ I I I\ \\ \\ \\\\ \\\` l�l 1 \ • / `\ \\ \ \•.\ \` \ \ \\ \ \ \ IIi •/ I I f I 1 \ \ \ \ `\ \ \\ \ \ I f \ \\\ \\\\N •\ • \\ • \\ • \\\\\\ \\\•�. 11 I I I I I I \ I1 1 EX R�SOUI \ \ \\ \\ • \\ \`\ ` /7 1 \ \ I \ \ \ \ \ \ \ \ N. \ I I / fe F► • \ \•\ \ \ \ \ \ • • \�� \ \ \ N. \ \ . I I / I 1 \ \ \ \ \ 1 • \ 1 1 I• \ / \ \ \ \ \ \•\•\ \ I I I \ \ \•\ "• \ -S 1 \ \ l \ \ \\ \ ` \\ \\ •\ ` \\ I I I I 1 I I 1 \ \ \ •1 \ _ \ \\ • \/ / �\ \ 1 \ Il \ \\ \\ \\,•\\ \ \\\ \\ I 1 1 I\ \ \� \ \\ 1 _ \\ \ \• \ \ • \\\ / • • sr • 1 I • \1 \\ N/ I• - • \\ \\•\ •\ \\ \\ \• • \\ \\ \_ _ 1 1 1 \ 11 �ti 1IX 1\ \ \ \\ \ \\ \ • \ \ \•\ • \7iic,. \ \• • \\\\1 \ \`• \ \ \\ `• \ \\ \ \ `• • \ \\ \ \ \ \ \ 1 \ \ \ • \ • • • N Wir • • • • •\ N. • ` `\ • • • \ \ \ \ I \ \\ •\ `` GRADING •\ 1 \ \\ \\\ •\ `\ \ `\` \\ \ \ •\ \\ `1 \ ' \ \ \ / _ `•\ I•• LIMITS (TYP) \ N ` \ \ \ \ ♦ \ •\ \1 \\ / • �/ 1 \ N \%\ \ \ \ �- \ I \ • \ \ \ • \ \ \ 1\\\\ • `\ / \ \ • \ \\ \\\ \• `\ \` \\ ` \ \\ \ • *qy` \ \ \ \\ \ \ \ ' \ \ N JJ? \ \ \ \ \ \ \ \ 1- 1 t • \ %1 \ 1 11 \ \ \ ''°w \ \ \ \ \ \ \ ,1 \ \ \ \ • \ I 1 I • \ • • I \ \ `:i. •1 l C: `� ` \ • ♦ \`. J� \ t \ \ %‘•:.`. I \ \ `•/\ I \ • \ \ \\ • `\ `�` f \\ \ \\ •\ \ \ ....•-. / \ \ \ %�� \ \ \ 1 \ r�� \ \• \•\ \ •1 ` N .4. ♦ \ \ \ \ \ \\ \ \♦ \ X \ \\ \ \ ' • _ \ \\•\ \ \ \ \ 1 \ \\\ \N N\ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ I \\\\\ • \\ \\ \\ \\\\\ \\ \ I i NN ♦• r` \\ \\ \\ \\`\ \\ \\ \ \ \• • ;\\1/4 \• \\\• \ \ \ 1\ �/ • \ \ \ \\\\` -\`• \\ \ 1 \. \. \ \ • \ \ N • �.,• r I I KEY MAP • / NE 1/4 SECTION 9 N. T.5. FG/M.E.-41.32 N 1329427.97 E. 3231310 73 a LAYOUT LEGEND • •./GB -37.00 N. 1329418.75 E 323150693 EXISTING (SURVEYED) EXISTING SECTION UNE EXISTING LOT LINE EXISTING EASEMENT UNE EXISTING EDGE OF ASPHALT EXISTING EDGE OF GRAVEL EXISTING GAS/OIL SETBACK ■ EXISTING FENCE 3>"° ma EXISTING STORM SEWER CULVERT „ ,, EXISTING BURIED GAS PIPEUNE -E E E EXISTING BURIED ELECTRIC UNE T --E. EXISTING BURIED TELECOM w w w EXISTING BURIED WATER UNE EXISTING BURIED NATURAL GAS UNE EXISTING WELL PROPOSED PROPOSED FENCE PROPOSED EDGE OF GRAVEL ROAD PROPOSED RELOCATED PIPEUNE & SETBACKS \ \ \• \\ \IJJ \ • \ \ \ \ \ \ i� t \ \\ \_� / -- -- \ \ \ \ / \ \ ` / \ \ \ re \ \ \ - \ )J c / I •• \ \) \ \ \`\\\ • \ • GRADING LEGEND GRADING NOTES 1,. 4801 4800 100% 4:1 us • I G-66 26 • GB=58 25 • ME=5825 • •-65 26 • tc-682t EXISTING GROUND INT. CONTOUR [1' INTERVAL) EXISTING GROUND INDEX CONTOUR [5' INTERVAL] FINISH GROUND INT. CONTOUR [1' INTERVAL] FINISH GROUND INDEX CONTOUR [5' INTERVAL] PROP. SLOPE ARROW (X HORIZONTAL TO VERTICAL) FLOW ARROW FINISHED GROUND SPOT EL. [RELATIVE TO 4800'] GRADE BREAK SPOT EL. [RELATIVE TO 4800'] MATCH EXISTING SPOT EL. [RELATIVE TO 4800'] FLOWLINE SPOT EL. [RELATIVE TO 4800'] EXISTING GRADE [RELATIVE TO 4800'] PROPOSED SWALE/CHANNEL CENTERUNE PROPOSED TOP OF BERM CENTERUNE MAINTENANCE ACCESS SURFACING LEGEND F i I POND ACCESS ROAD - 8" THICKNESS ABC (ASSUMED) L J O [RE. SECTION 1. OR 1/C3.00) r i TOPSOIL/RE-VEGETATION - 6" DEPTH (ASSUMED) L. J [RE. SECnON 2. On I 300 I Xre. O RIPRAP EROSION PROTE TION W/ SIZE DESIGNATION i 'J6C6` TYPE U. RE. DT1 2//C3 DO 1.--.z ;- -T O LED RIPRAP EROSION PROTECTION W/ SIZE DESIGNATION l J L [TWE L, RE. OIL 2/C3.00 k OILS 1e2/C3.01) • • • \ \ i 1J6 \ \ 1. SEE SHEET C0.00 FOR BENCHMARK & BASIS OF BEARING INFORMATION. 2. SEE SHEET C0.01 FOR GENERAL NOTES. 3. SEE SHEET C3.00 FOR LAYOUT & GRADING NOTES. 4. SEE SHEET C5.00 FOR EROSION CONTROL NOTES. 5. RETENTION PONDS 4 & 10 ARE SIZED IN ACCORDANCE WITH THE "PHASE III DRAINAGE REPORT FOR BEEBE DRAW FARMS FILING NO.1", PREPARED BY MILESTONE ENGINEERING, DATED 06/01/1998. PLAT NOTES 1. ALL SINGLE FAMILY DWELLINGS SHALL BE SETBACK AND OFFSET A MINIMUM OF 50 FEET FROM ALL LOT UNES. 2. ALL LOTS HAVE A 25 FOOT WIDE DRAINAGE AND UTILITY EASEMENT ALONG THE FRONT, SIDE AND REAR LOT LINES. THE FLUNG 1, PHASE 5 ROADWAY IMPROVEMENTS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING: 1) "REPLAT OF FIRST FILING BEEBE DRAW FARMS AND EQUESTRIAN CENTER - ROADWAY PLANS", PREPARED BY MILESTONE ENGINEERING, INC. DATED JUNE 1, 1998. 2) THE "REPLAT OF FIRST RUNG BEEBE DRAW FARMS AND EQUESTRIAN CENTER - DRAINAGE PLANS", PREPARED BY MILESTONE ENGINEERING, INC. PAVEMENT D SIG ET TO BE PROVIDED DURING CONSTRUCTION 0 30' N .f� 11 l�I FOR AND ON BEHALF OF JAE DESIGN GROUP. LLC 0BA CRESIONE CONSULTANTS. LLC O WELD COUNTY, 6 0 0 a 0 a D REVISIONS a a en St', Ihi r UTILITY NCTECAIGN SN`c2 IT COLORADO CO, A00 -t1) -till) Al lEAS1 1.0 (2) Bt/SOSS DAYS BEFORE MX X ... COMO Car VI J.N.: 16010 DATE: 12/29/17 SCALE: AS SHOWN GRADING PLAN RETENTION POND 4 SHEET: C1.01 jr i--- 11A1 — GRADING NOTES 1 gE SHEET 0000 FdE BENONYARK Y BA95 OF BFARINC INFWOIATON 2 SEE BHEET 0001 FOX CENEAAL NOlE5 J SEE BHEET CJ 00 FOX LAYOUT R OIEAOIXC NOlE5. 4 SEE SHEET OS 00 FOR EROgON fANTROL NO1R i flETEH110N PONDS { b 10 AXE SREO IN ACCCfmINCE MTH JHE PHASE I0 OflA1XM£ REPORT fqE BEEBE A FARMS FIIINO N01 PflEyA11ED BT WIEBJONE ENgNEEWNC DAIEO 04/01/1008. SURFACING LEGEND nespi 14 Too ``NNet) rIC:3 LA N� go ~1 r DA a, 4c, ;c1 ba a3V" MB Xl N you aff 00 0 -1 - is _ l J Num MIRAFI 140NL FILTER FABRIC 8" WIDE x 3' DEEP x 146' LONG CONC. CUT-OFF WALL REINFORCE W/ /5 AT 12" O.C. EACH WAY TYP SECTION A -A NOTE: CUT-OFF WALLS SHALL BE CAST -IN -PUCE CrrP) TYPE L BURIED RIPRAP Dso 9" MIN. THICKNESS = 2 TIMES Dso 6" GRANULAR BEDDING COMPACTED SUBGRADE (PREPARE PER PROJECT GEOTECHNICAL REPORT) 6" TOPSOIL TYPE L BURIED RIPRAP D50=9" MIN. THICKNESS = 2 TIMES DSO RETENTION POND 4 OVERFLOW SPILLWAY SECTIONS MIRAFI 140NL FILTER FABRIC 6" GRANULAR BEDDING LIT.. TOP OF POND EL.=4840.00 SPILLWAY CREST EL...4839.00 RETENTION POND 8" WADE x 3' DEEP CUT-OFF WALL COMPACTED SUBGRADE - (PREPARE PER PROJECT GEOTECHNICAL REPORT) SEC I ION B -B NOTE: CUT-OFF WALLS SHALL BE CAST -W -PLACE (TW) N.T.S. SECTION A -A 6" TOPSOIL MIRAFI 14ONL ALTER FABRIC 8" WADE x S DEEP' x 39' LONG CONC. CUT-OFF WALL REINFORCE WI #5 AT 12" O.C. o TM EACH WAY T 5 NOTE: CUT-OFF WALLS SHALL BE CAST -IN -PLACE (TYP) TYPE L BURIED RIPRAP Dso - 9" MIN. THICKNESS = 2 TIMES Dso I I 6" GRANULAR BEDDING COMPACTED SUBGRADE (PREPARE PER PROJEC GEOTECHNICAL REPORT) 6" TOPSOIL TYPE L BURIED RIPRAP Dso = 9". MIN. THICKNESS = 2 TIMES DSO. RETENTION POND 10 OVERFLOW SPILLWAY SECTIONS r ✓�'��.rrr`r4 MIRAFI 140NL FILTER FABRIC 6" GRANULAR BEDDING TOP OF POND EL. -4830.00 SPILLWAY CREST EL.=4829.00 RETENTION POND 8" WIDE x 3' DEEP CUT-OFF WALL COMPACTED SUBGRADE (PREPARE PER PROJECT GEOTECHNICAL REPORT) SECTION B -B NOTE: CUT—OFF WALLS SHALL BE CAST —IN —RACE (T17) • .,I.. iLLtt. 3 >AI( !''1''. Not:: NJ ) RIEDE --- At TAO. ID& RAIL ID STME / I • I0A0 ctOsfp rM'dM: LIGHT ---. l5([ GC''(RN j IMF M FaR IM(rle OhtRIEI Rh.%ft:KF15F OGLE it SIPIPES W 1MS SIR. • RAIL LENGTH TABLE • TYRE L WANILK.E —I — LENGTH r I .0 ii N'S W-14' IS'•14' F C N C :5' S9 F•0 N-0 '3S NOTES .. cm. 3 BARRICADES KM! 3 WttCItRU(0 RA11 FACTS P FACING 1PAfTIC IN OW OIRICTIOF NO e B FAGS/; TRAFFIC IN TEM DIICC119C'_ TIE P9t1I9i a DC P051 ABO'v;. Of ;ACM LOC SHALL K PAINTED Di MCJDN.O: 11144 M 414'R9fnthilI GEYML km auclu cf EJitff6$N PDC NAOS Wi OIPASUNG R' CON61Ecflot EMINENT M( rt!olrIf°, 11(44 NECtS£ART, ON FIIID CP uMNIEF TYR 3 ominous. lit iti;1.. 91st: K VACCINATE le c 0& 1,C NMI Pir *WM MAXUS" AS REMOVE. FIXED i. *CMZ I ACID sudsy! Y -O' WAIL virI F r I. 5..a F(* TRMTIC DIVERTED L(rT,IVV(R`A ANGiE OF STEMS EN TITS SIR. rE$-i • .� V (MA MOVABLE -SKIDS /D( INNTFC Wt(R1fs a)1, sum NILE a STRIPES. J't7;ttLt%tttf MOVABL [-HINGED TYPICAL TYPE 3 BARRICADES TYPICAL BARRICADE CHARACTERISTICS ,1:r I. MA REIN e" a -MILK RAIL LEWTH AS ROOM, 5E( RA& LENGTH Ter •• — ;WWI S•WM USE TO.DRARY OR KAIAK SIRWtS 5F! ie' ..+•-P.L.. ..,.: 4•d _ .'o;Ll;..;._ a a-. iWK (AZ//A Pi tECTIv£- 4yj7 LIR%fECTIVF FIR RAILS LOS NM 3'LCNG,4�^ 1C! VIM!, 5%W I R ACE RAIL STRIPING DETAIL 36- :4' GENERAL NOTES IK V/42N1r5 TYPES, CO D4ATl94 MO NPEICA'IA.; OF Sif*S MO /ARIMC LIG.tS ram eMN:A^f5 R(ONIRCO FOR C,Wlt PWd£C1 SHNL K: A As SRI COCO at MIAO.ED IN tt( P.06 B. AS Yn7IW IN APPLIGIARE TYPICAL QLVSlkA1101n. AS CALLED FOP NO SLe1CT 10 *MWD5'A. 84 IK (lC9EWP 2!LWOR Nr AI,O PECAN1Ch1 dANI(C 0ES TYPE 3 *Mt 1K_ reBRICAtco MA /PPR,MO (Ake. innt seams. SE( KCtION a4 AM DSO Or M SIAIOAIA DIE[OICA!IOMS FOR ROAD NO BAECE COFAISI LIEF FUR %A:TIO1e. Of WRt14NIS. J. ALE PARENK .Y"4J. CJI{*W PIN* 'tt FCLLCWM: A 1K KPLICARE Una* 108 O 1'( STNOIRD SPCCWICATOPFS. 0. kt SLIM BRACES AMC POSIT Sims R PAWED AIM 1 COATS OF FATER',fP Kelt PAINT C 11C Ok'ASID(S a' PALS NC VERIICN PAWL CHANK11ZNG DEVICES FANG (8( *RECTO. a TRNTIC 9l1 DiNL B( PONIED 1:1N '(MINOR rut PAW U ALtAOIAM ER IS4WRIAO SF((L SR10'.ABRN.LS M; PUTTS Smelt ICI BE PNNn(e 4. ALL SWIM SEATN:CS !'NAIL Ca/:RN 111.E RE IQIIABD: A lit (NlI1* APIA OF (sat Mil MK SNIPES 94k . K lABR1: Atf 0 AS DI( FI(IY LPONI:aCFk RAR.5, RING NAR$ AO KRIICA PMI AWetLUNO RYlCf5 9WL INK (RAKE NO LAIRS SNIPES ON T( EKE S10EtS) SIMI PC WASND At A 4Y ANGLE IOWN4I 114. SAES, TO Nllia. TRNEIC IS RI PASSER La C. rtRVAATAF OARRICAO(S 9044 MAYO MTROIC(LCCIIvr RID AT NWIC S1ND'ES. II(Y MAY N WO Al ;MAIMS ID YNi! Of (AO OF A RONO,STRTEI OR ,IGHIAY tali ENDS At A •T• NRNSECII91, CO Km TIENt IS 10 CROSSROAD OR OUTLET D. ALL ICIREPUL(C11K 51((lPC SNkl CONEW 10 151W 041544 :.(*MCC ND OWE POLL Ai TYPE II, III C* I. 1 PEG NC *LIE 9WL K *KC II, TIT CR Iv M4fI AK OMI fR 1 SUIiASI Joy! WUQ$1 MATERIAL. 1�, LCIF (WIC I IF KIWI Pitts 5'C41 *ow. D. ?WI" ARE IkWOIO, 14N E" vests Skit: K USED 2. R FULD RABI N' IS IRMRI0, EMIT W DELMAR(N PQ.l Sit :ati SINOP% ;MN S-612 I TYPICAL VERTICAL PANEL FOR KL ROODDI BARRICAT( C(IP9C115 n0u1WA. VAMP GII[NSI94S +W£ S.'ISFA:T,7RT LILL BMus, e2IS,NIIS AID IASINJI5 Viet 1W CILVN07FD CP CRUX I RAID I.5EIBILIIY a WANK MILS NO 006hil110f. Of VICES EMRL CDIOWI 110E IK ToJoss.C A SIEFOS (BASES) OE NOVA"( BAWICAOCS WILL R KDAFILL 11144 SICAULS Qll ittCSSMT 10 MUM SIAIRLI'' B H0 COMLE OR AWAKE RNcE SHk. K REICNIED OF MY NE11CC OR MTh Mn AVl(Rlit 1hAt KALA tail t.EN PIQVC4 t IO IOTDWt51S. 6 FARM LhliTS UYD MTTH BMRICACCLOADIS M' V(RTC,V. P11(15 SHALL COWAN WITH THE rQLOWING: A L ?twat IMI)IC 1)0.15 n(l DEVICES ME USED W.3V•,ND STEM) BLNl LIG IS 11X11 I,CY N( L.'SEO IN A Yaws FOP OWP(117A1l4 B. DO !PALE K MIMIC MINE IH TLT PA! R BNSICAYS M 91 RP CY Mir: A4^ ARIDC1. PAWLS. 0 CONUElE BMR(R ITE PQMTISHA[ CC'AFI$l 111'c A MECASt CONCAVE BMRIFR AS WAIF EN cDLORJ00 S;NOME KM N -f06-14. sNMWJII REIIEC10RS Aga BE :NINLPA THAT IC( INC REWIKKRTS IT STANDARD LIPKCM DLLIICAIIe sive l&1194,(ICfPI M MAXIM :RACAL: SHALL K 50, MO Tt(r 1Rl Nfl K PAID FOR MI ND TM]UU(D N 1K COST OF Of 6K.RWR CONCRETE WIDER (AA IRIATMNI SPAT DF N ACUMMC( With CUM :OK M1(Rll1 Ate Pia AS `!0144 ON rK PANS. a Sl.). PANGS AAIW.t(D IRI ONMICK S ILL N PAID FOR S(PWAtEIY H tsr. 'H Mltt TYPICAL :pc 10" salami OWNS>L', SHAH NY4Y 10 Ili SNkI:t', LIEMPE (Nl OF ORIEL KCTACK 4R,OA FLAIFO(D S!(i. PRINS. 1 TKRL SHALL K At :(AST 1st MANGE NO IRO WPM 'E"1?J.IN, CMOS(KJ.I IN, 411N(Ayrl(C1IVF.' STRIPES (N t.e NAY DRUM Computer FIF Informotior • WAR EVIL' Sheet Revisions 06/03/(8 CAME WiLS 4 Colorado Deportment of Transportation 4201 Tit Arhonswt Auer de Denver. C Rlura.% 6022: Phone: (3031 757.9543 Traffic Engnecrin0 Stanch KCWMO BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) & VERTICAL PANELS inked &):Safety A L.il6c Er STANDARD PLAN NO. S-630-2 Sheet No. I of I 3 \TYPE 3 BARRICADE (FIXED) C3.01 N.T.S. N.T.S. C woo Z '- N zoo N r•1�utr 64 r•1 1uz tU uN� w 6 3 'No cizzin tia 4PW- J ta V amFp ti J u) E 'J coin tirit< W gug La▪ siu o a N W Z > Q m 3Nx e • W.m2o r•, ... �=b< (� AgU O. C Wtr • CVp� OM V i Srn FOR AND ON BEHALF OF Sit DESIGN GROUP. LLC DBA CRESTON( CONSULTANTS. LLC WELD COUNTY, CO Fat MID Mel waved UTILITY NOWICAlOl (EN1ER Df COLORADO J.N.: 16010 DATE: 12/29/17 SCALE: AS SHOWN DETAILS SHEET: C3.01 o o Ss `�N W N0) It 014„'1 f N� F1tN WO; DID 3 o en �r -1 A I Li as - S B-� s a Sag ffm ID a ■• OD 0 ,1-r4 1 7~ f -u• ., GENERAL NOTES 1.--41 y►1) CONCRETE Saki BE G6 10.144114.54 11[ r 1. S4r Mud EPAN/ / Q -_ - ,-i ASS NAY CAS!•IN41X•i DR RECAST. 7. r -./ . C% � —5' t- 1. TORORCINc B+76 SkIA; DE N.61INX ea •• e�� V� �� _� .�� - - L, 3 AL: MOM .VOL OE IRMO tM COOMRINAC VIM ASSNTO v 113 AND AwrA CI4. �' 1• -. — h I ,,,�• /• ` �;• .r ... 4 IX $615TT RAY IN MDT CROP a W. AOt•D Natio 1t16)(; �.—�� \ �' S. AL: SIRNCIMat 51EEL VOL BE ()MCCUE° A4D PANTED LITT *NANNY FOC IN WO- , ,• .��- Mr--_ ` t 4'-4" W ACCDRONICE wins SEXISM SOB. AE[ TTNIETWit i$Mt RE GNV4117ED PI 03ICIM•WCE 11TH " - ;.•.. f'' ♦� � \�� I AASNTa M 111011 POMO IrITN 2114C4001 POW METING IOLITIRT 5PEcB'ICAPArr OT -a-21015 e — 6 ALL srRUCTURN STEEL 5•IKL (WW:Vor 10 AASNTO N ?70 (AS1M A lot) OUOC 30 �/� l `�•• f. MIDDY. SHALT :AMERY 10 IN. AwS 51147CILIM M UM° 1..4.1E NO M91I0 . •: %` �� -- �' t r,w . STRUM° SPEC6,CATIpn wow 7 Sntu-rout snit NOWAY 6410'iS R YHN A CATTIC PPM is ID A( INSERT f IN BVEdvIDUS LTATERfar AoNLIATE DRAWK:E JLNI BE PROVIDED TO IOW Md1MT POSSE SURCRAOE DAIWA URADIAr.C :✓_TARS 7• 7UC: et ti SWW ON RMS. AN 141 PIPE BE CLANSthowisc :k r R �L',I • Y. l'APENLIK rf wril' LTBeMP W STEEL) 9Uti eC mil •CCS5 OMP'PIS{ frflM or 4.E of S. J� __ 1[ 10. RICNRE (to.AYat:CR AND STRNCIENE BN.Xr4L NU 1401 BE LTEASOTiCO NO RA7) "TV 2--- i/i; •' -' r ` '' )-.� - b .� ®� .. %P10411, r, B,r 4.404.401.1. ORC 4f TIDED D[ IOW. !N �� I�ilS�If • 4 • \ DD PLATE 'PAD TIMBER WING STEEL WING T'.; 014.1 ar. /i 127+.. a" ear 4' DIA TORVW) PL6I TYPICAL CATTLE GUARD INS ALL ATIONS yj )/ 074. 4 1,. DOT •_ / - BI 41219804 10.15 mutt ; �. 1 ry tTTLIO) i" Writ - MAUI .:r0.) 5 Y. 4Y: t Li h 5t) S..\. Y Ha IS kNELIECI /i las •;+' • •. .:, �. y t'-4:11 KW MANE IiMB(N 1 ►. SVMAIT *IM. Ba.T9 PAOECr 24 WC SOW4244-CE FOR SttFI. loci so a 7 A A• , �✓ _ cC - .� 9^ r-L,'R. 4• , •a.0 SO1N PI AR CLIP fItl 14 WOO FIR GR:I:. •PIM O NA9(Ra V 014. NECES MY -. _ A CI \04",.. 1 T.• �" I'/ r M1.r.411711 NII 4• NAT Two WAVERS ;r' • TBIERTOL R1T.' I( 11'� ;0 yr• �/� 9•�. ' ( �� Ye CIEt DRILLING TAW "--. . • IvL• "a 4 MIS* )4 DJ, • N' frA 1. •-"'NTH ~\ dare 5UrMr[ 4^/4 Y4 _---- i .' 1:4-11014111"4-. I5' «-. Iry lISIIG^ a w7EJ WT ND MSi 11 L RASHERS (BOA 7<. PPIO,I(C' 1'A00d tONLRCtE7 /1 4" 0 - \ CAST -IN -PLACE }.-•p n 0 0 I FOUNDATION FOR E r:vr ..• •4. IEAPILF -ID NaCF • U.5 f a4 ` PRECAST r: a'Yq°I a4. \ 10 FT. THRU 42' ROADWAYS ° woos -- 6i FRILLING LAYOUT PORTABLE Pvt � Trots (119 ��---, Mill TiPLE GRILL UNIT CONNECTInN FOUNDATION 10 FT., AND 16 12 FT. FOR FT., ROADWAYS 14 FT., 4r, 01144:11O4 Ur Mali li CI 1HAYLL -- DIRECTION . *WAS Al T D • r•, IRE C B•, W,:r Uri II Gat tills 1 win M1 IAAlIPtI c4 4 7.25p TALL 07[10 10 IOP5 OF CIO NO SW -4 A.-): ,• U r rDT IeTs* 4YRU7DIATS • - CO ECTIDI .-• WIC 7' Y. r r '%, 4%. i -$- . +T1�+T1+ C >--r," wItKI DIM. � —'rep r u/ I---2 .z• •'-T _ P-0"----..--n?-0" -•-• /SrELL i T k� rr•;' \ �i T RATE ANS NaIC 4A"„) ' ' • '/1,44) LCNGM ,,k,44)„,„„ DO PLATE.EM'• T� R .;( 4" •i'I:� AK s r A4V c4 . 7.75 ��. ti /1414 .,� _' 4 --_ !•.6•. y-�� I• . 4T0 ORAPC • • • • . •�-r�� CN ws a W CAI 11.5 ��(• a -i.+1 Hal IA% MAfC • '/,' tlE.wIM: PfIH{ .� /... I 4 -tit �\ `-V.4 Y• P(G3IN WM7IPG ?W d!/ y 1"' . _ ._ _ _...I �f'N. \ _ Nit rFtl "-HOLD 0004 KATE ELEVATION VIEW tad: SIDE VIEW WELDED GRILL CROSS SECTIONS Computer File Information CEID- ata) Sheet Revisions Colorado Deportment of Transportation poy GUARD STANDARD PLAN NO. : e7✓ans 1•...:._ .:. Dm.: .� . w• - Project Development 4201 c.w.o..CT9M000 •hwrw:(303)-97.9053 roe: (103) Eon Nara. Avenue 50217CATTLE T!•7-9320 Branch DO/L TA y (.,'.: 7A)4/:2 kit 411!L. IA M -611-I •„o/Mwuss/1r.s19••r4d•7::., IC7 Jqn Sheet No. I of 2 •=.s_•ad By: Pro/•ct DMveaonvnt aron;n „ly 4, , 5;-:. *a L Stole a„4.,,; ryu„ t6Y must EA51-0443AAx TOTAL MLmum DBAT A VILA a I * e' r N• _ Ot ) S : o. IC sun 1.1.1104. II sT� Gi] Coil W -^- - - - - b' 1•R, 47R[wOWAT5 if 1 ) (CuY 7 i ' 165.1 ICU . YDJ 1 rMfCRYAL5 -1i`.._ b .r _._ _- e', m. ire* 1442411.4 all - i -. ---- - ' _..._ Wll Ve: MB[IS B/i ' 1• TtPtCK C c 6'-P MI ;0 6 rr"33 S4 3:6 24 1916 �' - 4/.-IYYp.} '� �•1'/i• • - 12 12 6.5 242 i A� ' i PgUCV - A @.3 SDA le 1320 --• YT ' d•Z"Ae'•s-r • ! .. I a;. n ro N e 7.4 8i 373 414 1.4 3: .199 4.+17 71 7170 ,ae sumac et -I Wet- "� _ (-)'4fi`r; ' T r r • -- y�/, ! .?ILL USE ONLY- I '•9144. 5• a 10 Y.O I� !!S. �q ..•4 261:uL W 9�� r . B • . 4•414 :o io ID 94 69 Pt 3806 1 W, 4& F:Pc J1 h - r c 6" r 6'-7" 27 10 1'! 10.0 561 24 - ?24 *,., Rr,.Ekf :CA Tl4C )E' Hyi MAR: rOhv ) 2 is 71 77 11 11.5 601 14 405s -- - NA CD R'J[� gNE TIMBER WING "tr n 74 n I. I4 H v.3 13.1 607 NI n 21 c•: 54:.. 'I - • ) f N $11113.0:. ;ar -' - _ __ 10 3:: 10 ID t0 :0 u10 11.E 19 T5.5 a 5014 _ we 71 6727 - --413'74-- A A f . 44-- •, ',._---641 o•r4r.Yi r Tr S. :21012 15.5 IVO 24 6k: 974.1(5 ' -3•'--41."—IV—•F-+--7e--- .- • ' b Yr7•.'/4•.7y .2i6 16 -35 121717 16.4 BIB 16 6+I:4 ..- .,3Ki*N1 SY'N:'JA. - 14 eARi - C - 7.42' 4 1/1` 444• 40 _ 12 14 17 74 11 N __ _ _ __ 17.3 WO e73 909 __ 71 44 - 'A• 77 d • 1'h" • We • Yi • WW 47 H N N t4.9 950 M O/L PRECAST PORTABLE FOUNDATION CAST -IN -PLACE FOUNDATION •• Wt. rfir •Y .5r 3646 FOUNDATION OUANTITIE$ • THEN Ca:: 34 41.446 f _ We . eft . Ye t 40• la. g- we. We 4' Ile 475' ELEVATION OF FOUNDATION IaIG:TUNMA. BARS DEMINc rex hm: Iwo 714_ IARRN h • •-- r 6• It ye s 674. • 2.0 LOS. KW SUET 605.) SIFPd71 9141 SC OW 60• CM A2 MOONS ND i - MID 3" 4 10' • '/C • BATS • 42505 6'.._1504 COW INN PERPERDICUAR• r . r . T-8" INNER POST --- J Id 1044 9 )« HOT '•d IOC - - 'Dfk ,us G14i1 : • 100.5 Ir 73'5 ONE STEEL WING 14' WING QUANTITIES WELDED GRILL UNITS Y/i Y.•. I. .-Grp WAR_. Y t )' j- 12.11 P710 WILY • 12 1114 14" 3{'/i -- 1 I a 1 T 1 M 3o• --- - —f- —I4SJOE,PS I ..., IA OiA SINDAR! �- - !•.. ___L .6. f-- • IO" PPE INSERT PRECAST IC � A. A5S[TAtr (!rfT) INC PIPE- • -- -• '-'a' 30, o' 1• .7, ' raw. __.-,_ 112 , 4 . N ass ~' j II• L' 7 1 9 — t I — I- �Y �-132__--1 BOv75W[sJ- 7.. �I L....r......1 16. .. .£.- S -04.--i- ty._e'1_.. i 3' .014" to- -1 ,.....- •_ :,ENOOT- 4• i444_4_ n1•C PIPE e 4 7 • END SECTION OF FOUNDATION LATERAL SUPPORT SECTION A -A ELEVATION OF LATERAL SUPPORT SECTION B -B Computer File Information Sheet Revisions Colorado Depwtrnent of Transportation CATTLE GUARD STANDARD PLAN NO. 4:,..:I ••- r.,•.. 0'7/5_: I: .. Pole; r .. , ., , 4201 c, C ceorioAtkan222 U DsT•vM, c4NTYodd eo2n rAn•Tw: (3Q3) '•aG1T! nvl� - - f o•: (SO33 ?'..4 ,+:. Project Development Branch DD/LTA La,t M.:tt.,t:•„ Dal 4-61 I-� F IA•✓,,n:... ci a :.•.1 ... - ..j Droning rAs Nana: 6:1010.^ Sheet No. 2 oft .,..d P_,:°rc,e.: Qt,rr.ums••t 13/J4y. J.:, 4.,:;1•• :A:. +n.:1M1oSt40mtVe Scoe:': :. ''.4r units: i ._;;J CATTLE GUARD N.T.S. TWO SIGNS MTh THE IDENTIFIED MESSAGE, EACH 1MTH A MINIMUM AREA OF 3 SO FT SHALL BE PROVIDED AROUND THE PERIMETER OF EACH POND NO TRESPASSING THIS AREA IS A STORMY/ATER FACILITY AND IS SUBJECT TO PERIODIC FLOODING AUTHORIZED PERSONNEL ONLY -- TELESPAR, OR APPROVED EQUIVALENT, GALVANIZED STEEL TUBE lhax1Ti" SQUARE 0 0 0 2^•TU(DR3B78, OR APPROVED EQUIVALENT. DRIVE RIVETS SIGN POST IS INSERTED 12' BELOW GRADE MITRING ANCHOR SLEEVE AND BOLTED INTO PLACE M1TH 2^•TLXDR3678, OR APPROVED EQUIVALENT, DRIVE RIVETS — ANCHOR SLEEVE (ONE SIZE LARGER THAN POST). DRIVEN 36' BELOW GRADE MIN., ONE PERFORATION LEFT EXPOSED ABOVE GRADE 2 \RETENTION POND SIGNAGE 0 0 0 0 0 0 C3.02 N.T.S. FOR AND ON BEHALF OF JME DESIGN GROUP. LLC DBA CRESTONE CONSULTANTS. LLC 045 ct CO cc z W Q W Q LU= Q O V J Z CO in J _ W LL MW W W WELD COUNTY, CO 1 ra WI 316144 TwA.tld UTILITY NORMATON CENTER DE CeleRAW (40 603-wn-I64T) AT LEAST 11112 (2) BUSINESS DAYS BEFORE YOU DC eve Cdwodowl l Yy J.N.: 16010 DATE: 12/29/17 SCALE: AS SHOWN DETAILS SHEET: C3.02 v� t",T BE . ,7:,.T jT0 BE PRONOEO OURINO CO.451RUC110H �•w tc � �-le o Nom/ -= L31 �yN n� �.• lam =ms as Do run A xi - o w 'Tt IC6,m e S s -0 re Me n O \ \ \ PRIC1°ERTY MAC ( ! / ( 1 111I 5 \ \\\ \\ '\ \ \\l\'\;\� JlI/11 l I r 1 I 1 1 111, L \ \\ \\\ I 1 ' `I `\ I \\ 111 1�` �l 1 1 I •\ \ 1\ \\\l\ \ y )"„4 -, 7•- \ •( `. \1 I L\ I1 \ , \ \ \ /r -1L "'4BJ7- z4'S \ \ \ ` \ ` ` I \ 1 I I \1\\ \\\\\\\\\ 1 / I I I I\1 \1\\ \\\\ \ — —— / 125 I I 1 ), 1 1 \ \\ \ •• \ ;` ` • I I /1 1//// 11 11 \I \\ \ \ / / / 1 II I l •\ / 1 \ \ 1 \ \ \ \ \ \ \ ` \ \ , 1 I -'-_129 i - \ \ \ / / — ... \ — \ _ �� - / /. ..e — i' / \ • \••\ _\ —\ \ •\. ♦ \_ / III I I / \ N '— \ N. - \ N _48tis— \\ \\ \"--�� \ \\ / I %• \`•`\``\ \ �I t \\ N\ .\ \ \ \\ \S \ �o•' 1 • •\ , / \ \ \ ` \ ,� /1 I / •\ \\\ \\ N \ �\ S I I I I II I \ -:::•%, j2..." `\\ \ \\ T 1' 1 \ I N NAY\ \\\•\ \\ \`\\\ \/\ to 1)J 1 1\ \1 S \• •\ `• � • . •`\ v\ \�4t 1 \ •e., \ \ \ • O 1 I \ • • • \ \ ra \1 as \\ t- 1\ \ •.11 1 \ 1 I \ l 1 \1 'Z' \ '' \ \ \ T:`. / \ \ l .��•`. V \ •\ \\ \ \\\\\ 1 \ l .....-.,...,..\\.;\ \\ - \EXMQL I N\i.....:;‘,,,,\„1/4‘,...\\,\‘,/, \ \\ .0 `\ N I 1 \ \ \ \\ \ \\\ \ \\ 1`'` \ '1 N N\ \ \\ \ \ . •a1 \ 1 \\ 1 \ \\\\\\\\\\\\ \ \`\ /.....1340, \ \ \ `\\\ \\\` 1 o I \\ \\I\ \ N \\ \\ \ \\ \ / j�d7 \ \ \ (-\‘‘. \\\\\\ \\\\ \\ \\ . 4� \ 1 \ 1 \ ••••,•.\\••\ \• \\ \\`\\ ' RELOCATED WELL \\ \\ \ \\\\ \\\\ \\ \• \`\ ACCESS OTHERS) \ b \ 1 \ \ \ \\ \ RELOCATED 1OIL 1 \I \I'\\\\ \```\\\`\\ PIAPEUNEI // I I 1 1 ``\ I \ I \ "•• (BY OTHERS) 1 I ` ` • , / I 1\ \ \\\ I \ \\ \ II \ \ _�/1 // \ \ \/\ ``\ 1• Imo{ !- - .--_ 1 / / I x 1 / — 'SW7/4 s£Cnav 9\ l 1 1 ---'):AV R6SW 6114 PM 1 i ' 4...111$7,/4 CRON 1 • — _ - •�1TSVRG5`Y6(HAIIIII l__• `\\\\\` \ \•1 `T� •�• ••\1\1> — \� �\ \\—: \ \ \\ \ `+'�\\\ \ \ \ \ 5 1 \ \ \ � � EX SECTION. • LAZE/ 6 — \` l ( \\ \ 1\\\ 1 1 \ N \ \ \l / \\\ I I\\ \ I \\\\\\\l 1 t1 (I 1 ( \ I\ 111 S1\ \`\ \\ \\ \ I • • • \\1\\I\ ) t' i11 \` ` V 1 \ I\\ 1\ , \I \ \ \ \ \ \ • \ £X PORELL1Ir \\\\ { \11 1%t ,:111 ' \ 1\\\'\`1\\`\\` `\ III 1 I ,( \ • 1 • \, \\•\ \ • EXOGPPICLIC\ \ \ \ 1 • • \\\\\\ 1 1_J 11 \ I \ \\ \ \ ..„,,,,..‘••\•\.\\\•••\ \ / r•r r 1 1 \•\ \ \ \ \/ 11 1 / 111 I 1 \\ 1\ \ \ I\ 1 \ \ •\ \ 1 `\ \ \ \ \ `\ ::-,:\\\•.\\••.\\\\\,`\� ( I \ I f L1 \( \\ 1 \ \ \\\\ \ \\ \\\ 1 • \\ \\\ \\\\ 7• ` •\ \\\•`\\•`\ I 1 I \ I l I 1 \ \ 1 \ \ 1 \ \ \ \ \ .� \ \\ 1 �\�\\�� \\` (\`\ \1 I / I /\\ \ `\ `1 \i \ t \I 1\ \\ \ \ `\ `\\` \\ _ \\ \ \\\\ 1111\``\\\\ \\ \\ I\1Y \\ \ 1 \ \1 1 \ \ \\ \ \\ \%'`••• \� - -\ \ 111 l\1�\�\ \\ 1 \1\ \ ` \ \ l ` ` 1 \ ` \ \ \\ \ \ / 1 1 1 1 1 ''‘'•.\ \\ 1 1 ` \ \ \ \ •` l \ \ \ \ \ I •\ � \ \ -4- i 1 1►/1 (\111\\\\\\n\ \ \�?�\\\ \ `\ \\•\ \\ 1 \ \ \ N \\ • / l \\• I\1��00\I11\\\1 \ �\\\\ `\ \ \ \L\\\\\\1 \ \\ \ 1 \ \\ r 1 \ %11. . \u\ i L ��\\ \ \ \ . 1 E • `\ 187 \ \ \ \ •\ `• 1 T-.1 i 41 EX .11£11 • r J / \4Dy6 -N I \ _� r\ ` \ „.45 \ 1 1 \ \ \ 1 // III / I l c./ / I f /rf 1 11 1 l I I \ II II 1111 Ir11 1 I 1• \ 1 111 11 111 l I 111 i t 11 I I r/ \\1\\\ \ •\• \\\`\\ \I\\\`\ \ 111\1\, (\\.\ r \ \ RETENTION POND 10` \ \ MIN. 10-YR VOL.: 6.7 AC -FT • MIN. 100-YR VOL.: 10.7 AC -FT � \\ (MIN. VOLUMES PER ORIGINAL DR. REPORT) • POND INVERT: 4822.50 TOP OF POND: 4830.00 `\ 10-YR VOL. PROVD: 6.70 AC -FT \\\ 10-YR W.S.E.: 4826.82 \ \ 100-YR VOL. PROVD: 10.70 AC -FT \ \ \ 100-YR W.S.E.: 4828.64 \ ` EM OVERFLOW CREST: 4829.00 FREEBOARD: 1.36 FT \•swi/4 sternly rW Rf5w f/N pl1(I 111/1111 of k I I/4 S£CPIW 9 7 I/ R65w 671 POI I \1 I APPARCNT LOCAT1OV Or CENIERL/NE OE ��I JO' R.O W 10 SOCO WATI£NIIERC CORP I N ; UI I 11•11 I PAAM/AACY£ II I ♦828 4,27- 48264- 11 III)I 4815fit I £X NCLL I `�I ACCISS ROAD 1- '\\\\ N N \ \\ \\`\ '\`\\ \ \\\�\\ \` \� \\\\�`\\\\\`�\\ \ \\ \ \ ` \` \\ \ \ 7\\\1\\\\ \\\\\\�` \\\\\`\\\1\1\11\\ \`\\\\\� v.\\\\ 1/4 \\\\`\\\;\ \\\\7B6�\\\\\\ ,,�NN\ \ \ \\\` \`,, `\11\\\\\\, \�\ 1 111 1 1 1\I1\ •\\ \\ \ 11 1 1 I I 1 1 11• \• - \ \ • \ — — ` • \ \`J6\ `•\ 4830 4BJ9 _ \ \ N / \- \ \ L -4814 \\ \) \\\ \ I \ \ \ 1 \ RETENTION POND 4 MIN. 10-YR VOL.: 20.8 AC -FT MIN. 100-YR VOL.: 33.3 AC -FT (MIN. VOLUMES PER ORIGINAL DR. REPORT) POND INVERT: 4831.00 TOP OF POND: 4840.00 10-YR VOL. PROVO: 20.80 AC -FT 10-YR W.S.E.: 4836.30 100-YR VOL. PROVD: 33.3 AC -FT 100-YR W.S.E.: 4838.68 EM OVERFLOW CREST: 4839.00 FREEBOARD: 1.32 FT (100-YR W.S.E. TO TOP OF POND) 1 \ \ • • • / \ / I \ J CAUTIONI II EXISTING BURIED PIPELINE WITH UNKNOWN DEPTH. FIELD VERIFY LOCATION PRIOR TO CONSTRUCTION \ ESSEX ROAD SOWN RELOCATED WELL ACCESS ROAD (BY OTHERS) •_e M'",48J�'652 IBS,) . r c_� _4 NN-- • _l „2- ...0 1 / a ` I I \ 1 1 ��' \ �/ / l ` ./ / At I4 ill / I„ N r ail 1 I/. 31,1 100' 200' NW 1/4 3 CT'0ON 9 SW 1/4 SECTS !A9B SITE BENCHMARK r 1 L J Dmimej ff O SURFACING LEGEND '7/U N.T.S. POND ACCESS ROAD - 8• THICKNESS ABC (ASSUMED) (RE: SECTION 1. DTL 1/C3.00) TOPSOIL/RE-VEGETATION - 6• DEPTH (ASSUMED) (RE: SECTION 2. DTL 1/C3.00 IPRAP EROSION PROTECTION WI SIZE DESIGNATION TYPE 14; RE: OIL 2/C3 00] DRIED RIPRAP EROSION PROTECTION W/ SIZE DESIGNATION (TYPE L; RE: DTL 2/03,00 k DTLS 1r2/C3 D1] EROSION CONTROL NOTES 1. SEE SHEET C0.00 FOR BENCHMARK St BASIS OF BEARING INFORMATION. 2. SEE SHEET C0.01 FOR GENERAL NOTES. 3. SEE SHEET C3.00 FOR LAYOUT & GRADING NOTES. 4. SEE SHEET C4.00 FOR PLAT NOTES. 5. SEE SHEET C5.00 FOR EROSION CONTROL NOTES. EROSION & SEDIMENT CONTROL BMP LEGEND 4801 - - 4800- - 4801 4800 O —g w b••••i C____3 I_I a EXISTING GROUND INT. CONTOUR [1' INTERVAL] EXISTING GROUND INDEX CONTOUR [5' INTERVAL] FINISH GROUND INT. CONTOUR [1' INTERVAL] FINISH GROUND INDEX CONTOUR [5' INTERVAL] CONSTRUCTION FENCE SILT FENCE VEHICLE TRACKING CONTROL STABIUZED STAGING AREA CONCRETE WASHOUT CHECK DAM atr®rr SEDIMENT CONTROL LOG CULVERT INLET PROTECTION OUTLET PROTECTION SURFACE ROUGHENING SEEDING & MULCHING (SEE EROSION CONTROL DETAIL SHEETS FOR SEED MIX] INSTALL BMP IN INITIAL SEQUENCE INSTALL BMP IN INTERIM SEQUENCE INSTALL BMP IN FINAL SEQUENCE FLOW DIRECTION ARROW SITE STORMWATER OUTFACE Nc FOR AND ON BEHALF 04 JAE DESIGN GROUP, LLC DBA CRESTONE CONSULTANTS, LLC W G Z ict LL_ OH-LijO V J Z W W DLL W/O W W WELD COUNTY, CO DICIRADO CALL krij] AT LEAST TIO (2) BUSINESS DAYS BUCK YOU DC en Sot Nal co J.N.: 16010 DATE: 12/29/17 SCALE: AS SHOWN EROSION CONTROL PLAN SHEET: EROSION CONTROL NOTES sN₹n€ V $jg Sbi O u tU EWEFP� i Ua YJ F �FlyN 1 D®m ry � ;f �Y 3�8'a -- � j�U ercRwv 5 Row SHOULDER 13 LANE 1 BIKE 3 13 LANE LANE SMOULDER , ALL 91E GRADING (IXCAATGI FYBµK4ENT CONpACTG1 E1O) SHAll LOVFMY l0 TIE RECOMN4fi OF TIE PPOSCT GEOIELHNICAL FNGN ET REPORT 2 CONTRACTOR TO OBTNN AT THDR OwN COST ALL pEOUIq. PERMITS IHRGIOH THE LOCAL PROPOSED 9LT '....4,14fir—; Y FEDERAL JURI9„CTICNS TITS INCLUDE OBTNHING A C0.GiAD0 FENCE EArl'i ENT OF PUBLIC HEALTH s: ENNRONMENT (aPHE) - GENERAL PERMIT FOR STORMWATER OISCNAflG6 ASSOCIATED WTH CONSTiUCTON AC1Ntt (COPS CEREAAL PEANIT CDR -W0000) PRIWi T, COXSIiNCTON E CWIRACTGi NAY BE REWW. PREPARE A SIMNWAIFA --_ DISTANCE VARIER ---- ----_ �-� 3 B BREAN GRADE/CROWN X11 GRADE BREAK YAHACENFNT Plµ (SWMP) 10 MEET TIE SIORMWATER PERMIT REWIRD3FN1A 1 1HE Ldl1NACTOR 91111 OBTNN REPNR. NGTYE OUST PERMITS THRW91 WCAL DISTANCE VARIE YUNIGPµtt STALE i EEDFAAI JURISDICTONS AS REWRED FOR THE PflOJ.T 1R0. _ OI1CH _ 4 � I -T 1 4 NL fROSIQN CONMEASURES (BNPS) SHA1L BE WSPECI. µ0 TIE CONOITON gOCUYENIED BY TIE CONTACTOR AT A NINIYUY W ACCORDNICE WTI TIE aPS PERMIT FAGREYENT9 INSPECTW REPORTS SHALL BE NFPT W1 5T µD MADE AVNLA&£ AT ALL 1 1 - � �I I iHi I -- T __ ar LONOmON ROAD SECTION -- - US GIECK 0µS IN Q'ER PR i IXIFND 51BGtIDE PREPARATON 1 YIH ROAp50E DnCH 4£OTELl011CAL RFPGiT) BEYOND .CE OF ROAD SURFACE [RE aEIX OAu DETNLS] PROPOSED fHEYX COMPACT. aBGRAOE OAY (PREPARE PEA PROJ.i FlLL CONOITON GEOTECNWCAL REPORT) USE 5LT fSWCE [RE 9LT FENCE DETNLS] _ ®RESIDENTIAL ROADWAY TYPICAL SECTION WITH EROSION & SEDIMENT CONTROL MEASURES TMES FGt RENEW BT MPUCABLE JURI9)ICTNS ALL ER050N CONTROL DENCES 91ALL BEy MN+[Y �— PROPERLY YNHTNNED 5. ALL Ep5TNG Gn1 BW - ABOVE GRWND S BnDW GRWND I4Pp0VEl .- ___1 TOPOGRAPHY AND UTUtt INFORNATON 19 BASED ON TIE CAD FlLE RECEIVED EAOM AIXLAM _ WC ON 13/33/3D,) EHTl1ID L]03EUCl1ANE5_SUVEY�3----,T1-4- ,YE -� OE9CN GRWP LLC OBA WFSTONE LONSLLTµ15 LLC NAK6 NO ACCURACY OF Y OF 1X15 WFORMATON CONTRACTOR 9 SURVEYOR 9VALL VERIFY ALL COH1n04 BWHOARY INFCRYATON BELOW k ABOV£ OIA0E WPROH]Id15 UTUTES TOPOGRAPHY µD OTNEfl IIFYs PRIOR TO CONS1nUCTOH 5. Cd,s11, R IS RESPs. , FOR OBTNNING UTR,tt LOCATE P 1 m CONSIRUC 1r ) IRIS PLµ IS FOR EROSION CNiR0. ONLY FM ALL 91E OE9GV IHFORYATON REFER m THE LATEST PROSCL CGISIRUCTON OaMENl9 6 ALL REWIRED PERIMETER COHIHOL SHALL BE INSTALLED pRlG1 10 µY Lµ0 p151VRBING ACTNtt (I E SIOfJLPIUNG S1nIPPING GRAOIN4 ETC) ALL DINER R.UI,RFD CON1n0. EAapE5 SHALL BE INSTALLED AT THE APPRWRIATE TYE IN TIE CONSmULTON DEWENCE OF B NATURAL VECETATDN SHALL BE RETNNEO µD PROTECTED WIFREVEfl P055BIE :Cr': N T 5 SOIL m EROSION BT REMOVAL OR DISNRBµCE Oi VEGETATCN 91ALL ff UNITED 0 Cr f µFA REWIRED Nfl I4IAlE COXSTLUCTON OPERATON AXD FOR TIE SHORTEST PRACTICAL PERI00 of TIME 10 LAND DISTURBANCE ACTNTES 91A11 HOT DISNRB µY ENYWONYFNTALLY DEN9TV£ µPAS OR µY OTHER PROPERtt 0eZEO THEIR .MFASHIP 7DHE PRIOR WUTI. COXSENT FRDN THE PRpPERtt OWVEA TO 1HE EXTENT DIZABIE W THE 91E FOR USE a AREAS ,1 DE -W BE SD ANT TO BE RE-VEGETAT. µY µD ALL SlOIXPIL6 SNALL BE LOCATED µD PROTECTED fpOM Wo51VE EIFYENIS\V((((((��F1F� 12 AT ALL TMES DURING WNULTON TIE COTRACTOR SHALL BE RESPW9BIE FOR PREVEHTNG AND CONIROLLOH-91E EAOSIIXI WCWOING KEEPING TIE PROPERTY SURIGENILY WATER. NR; TO YWIYRE WNO BLOVN S rag TIE CONTRACTOR SNALL ALSO BE pESPCN5BLE STALLED µD YAWTAIHIXG ALL fAD90N µD SEDIMENT CONIR0. FAGUTES IJ s. .EHPGRART LOHTX0. MEASURES NLE REMOV. TIE CONTRA0 sHA11 BE NATIVE SEED MIX ESPGI5BLE FOR HE DEAN UP D REMOVAL 6 A11 S.IMdi µ0 D.RIS EROM ALL —µ0 OTTER PUBLIC FAGUTES �.y/� j�N, I� {.31 CR6MV[ culRrtiAN,E uc BEEBE DRAW FARMS & EQUESTRIAN CENTER FILING 1, PHASE 5 WELD COUNTY, CO gram WS PLS 14 CO'OIITON6 IN TIE FlF1D MAT WµRANT CONTROL MEA5URE6 IN AODITON 10 W1AT IS 9i0WN (MINTY - µFRG 50U1H 0. COUNtt ROAD BB - PE822L ON 1HEDE PUNS TIE CONTRACTOR 91ALL YOGFY TIE SWYP ACCOROI 0 µ0 fp..ENT WESIFAH NHEAlCRA55 (MRIBA BARYON ROSµA) 350 WHATEVER NE,VSURES ARE DEIEAMW. HECESSµY µ DWECI. BY TIE ONHER µD rs.r BWE GiAYA (HACHITAL LONNGTON) 150 GOYEANINC AIRISOILTON5 50EOAT5 4 - ,- BUTTE, HWER EL REHO -ELL) 235 IS BMPS FRGI EACH SEWENCE NAY CONTHUE W10 TIE 9JBDEWENT SEpUENCE(5) µD ME TO SNOOIX BRO4E (LWLW YµCHµ) 200 REYNX UNTL FlXAL STABRRATOH OCNRS sµ0 DROPDE. 035 1A CONTRACTOR 9VALL. UPDATE TITS PLAN W1X SOIL SIOCNPILE LOGTONS AND STOG(PILL PERENNIAL R,EOVA4 (CAUBRA OR GARIBNLI TETIEAPLGO) 0)5 MANAGENENT BYP WIEATGRASS (PRTOR REVENUE OR Sµ WIS) 250 ALKµGRA55 (NL15 II SALT ON DEA) 1 35 SWIafRA55 (NEBRA9(A 3Q BLACKM41) L00 - TOTAL 1400 WS PLS/ACRE REFERENCE WRERAL DEED W;ES FOR WEW COUNT, ) Check Dams (CD) EC 12 EC -12 Check Dams (CD) SM Fence (SF) SC 1 SC -1 &It Fence (SF) {—.------1 CD , ; i mi SPASMS j , .: -", F. - _, t.n.M SF ,,,..._ it.-7",27,117-.:,,,,rliklac,..1.:.7-,,,, - R. ,,Aft Zran n,. -1,,,,,,,,,,,,>M. LL 9..M, ee.•c u rn > an u. HECK nAM FI EVATONyJEj'J ,.— qe r.n i MCR v m" .....w T wu MnP w.a a uw,w.m�x,rn x�x, .ua mu v. urs „fm ,, ,, n c ww .r nw, a...•e,.:,f .,a..,! .o, ,u w. R....a1" w u uw,an SECTION A "", ... o. uvmem w..M F _��II A.a ` T F Nf.F 1a,. rcrw ,w u. .,w, Iwvrno,sm.cvn R...n rt ,m Lma ,..ew.. u1w1oon . •411 •yt 'i A .. �w v , oa ,A w--ww �>"v�� a ' SECTION a n: . ,.,ss � roa CHECK, DAME SPACING p( �� \ vS T.., II��'�\l n,u. ,,.rcr, amm......,.m Na. +,,,,, _+> + R� +..4»< JN 18010v DATE 14/49/17 SCALE AS SHONN EROSION CONTROL DETAILS SHEET 65 00 — —� CHECK DAY SPAGNO SEE OETNL CO -4 (THIS sxEET) J P --� ED —I, CHECK DAM DITCH ROPE (AT MAX SPAGNC fm 05; BOD "..F 4s of eo e0; s) 0; 5) eo; so BD; 4A loo; A0 M22 - wt na ,5 , .1,,, A� SF —I SILT FFNfF vna�r , a a.. RAM Nn . ' ,. u.uum xaome o,N ronN pm .n,au,ew mw n ow. RID Co-, �=�w .f�Mm4Y1_, cn4 m.. XI, w.L rN IYI , RIR n a o o ,�I. oL�N wlYl� Y ere,,�,..TNNN�YI, H�. l Stabilized Staging Area (SSA) SNI-6 nRrg a+N�,s Vim+ SM 6 Stabilized Staging Area (SSA) Vehicle Tracking Control ,r1(C) SSW j...i EGifON � af..1_6.GGHECATE VEHICLE T.CziNG_,0141.3 L r. as.:aio wiwticeaa wnM SM-1 Vehicle 7 racklni, Control (VTC) Inlet Protection (IP) SC -6 Cam] 811 CA66 891 are, Contract Form Entity Name* BEEBE DRAW AUHTORITY New Contract Request Entity ID* Ccr,00036081 Contract Name* ACCEPT WARRANTY COLLATERAL FOR IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT BEEBE DRAW FARMS AUTHORITY ANS REI LLC 5-299 IA19-0019 Contract Status CTB REVIEW ❑ New Entity? Contract ID 5817 Contract Lead* JTRUIILLOMARTINEZ Contract Lead Email jtrujillomartinez@weldgov.c om Parent Contract ID Requires Board Approval YES Department Project # Contract Description* ACCEPT WARRANTY COLLATERAL FOR IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT BEEBE DRAW FARMS AUTHORITY ANS REI LLC S-299 IAI 9-©O19 WARRANTY COLLATERAL IN THE AMOUNT OF $148,065.75 REQUIRED PROVIDED IN THE FORM OF A COMPANY CHECK #2728 Contract Description 2 Contract Type* AGREEMENT Amount 5148,065.75 Renewable* NO Automatic Renewal Grant Department PLANNING Department Email CM-Planning@weldgov.com Department Head Email CM -Pi anrung - DeptHeadveldgov.com County Attorney GENERAL COUNTY A I I ORNEY EMAIL County Attorney Email CM- COUNTYA I I ORNEY! WELDG OV.COM Requested BOCC Agend Date* 05 18;`2022 Due Date 05.114'2022 Will a work session with BOCC be required?* NO Does Contract require Purchasing Dept. to be included? NO If this is a renewal enter previous Contract ID If this is of a enter NSA Contract ID Note: the Previous Contract Number and Master Services Agreement Number should be left blank if those contracts are not in OnBase Effective Date Review Date* 05.18;2023 Renewal Date Termination Notice Period Contact Conta Contact Type Contact Name Purchasing, Purchasing Approver Approval Proc Depa t Ht TOM PARKO JR. DH Approved Date 05,`18/2022 Final Approval BOCC Approved BOCC Signed Date BOCC Agenda Date 06<:06,2022 Originator JTRUJILLOMARTINEZ Committed Delivery Date Purchasing Finance Approver CHERYL PA i I ELL( Finance Approved Date 05/18/2022 Tyler Ref AG 060622 Expiration Date* 05 18:2024 Contact Phone 1 d Date Legal Counsel BRUCE BARKER Contact Phone 2 Legal Counsel Approved Date 05 18,'2'022 eoPY RESOLUTION RE: APPROVE SITE SPECIFIC DEVELOPMENT PLAN AND REPLAT OF THE PLANNED UNIT DEVELOPMENT FLAN, FIST FILING, OF BEE -RE -DRAW FARMS AND EQUESTRIAN CENTER WHEREAS, the Board of County Commissioners -of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board of County Commissioners held a public; hearing on the 22nd day of March, 1989, at the hour of 1.0:00 a.m. in the Chambers of the _Board for the purpose of considering the application of Beebe Draw Farms, Ltd., c/o Morris Burk, 1551 Larimer Street, Suite 2706, Denver, Colorado 80202, for a Site Specific Development Flan and a Replat of -the -Planned Unit Development Plan, First Filing, of Beebe Draw Farms and Equestrian Center, and WHEREAS, said Site Specific Development Plan and Replat of a Planned Unit Development Plan concerns the following described real estate, to -wit: A tract of land located in Sections 3, 4, 5, 8, 9, and 10, all in Township 3 North, Range 65 West of the 6th P.M., Weld County, Color -ado WHEREAS, said applicant was represented by Morris Burk, and WHEREAS, the Board heard all of the testimony and statements of those present, has studied the request of the applicant and the recommendations of the Weld County Planning Commission and all of the exhibits and evidence presented in this matter and, having been fully informed, finds that t₹ri-s request shall be approved for the following reasons: 1. The submitted materials are in compliance with the application requirements of Section 28.9 of the Weld County Zoning Ordinance. 2. The -Planned Unit Development (PUD) PI -an application is in conformance with Section 28.14 of the Weld County Zoning Ordinance as follows: a. The proposal is consistent with the Weld County Comprehensive Plan. The PUD district was approved on December 5, 19-84. 0003(' 890271 Page 2 RE: REPLAT OF PUD PLAN - BEEBE DRAW FARMS b. The PUD plan conforms to the approved PUD district. The Utilities Coordinating Advisory Committee reviewed and approved the utility plan map on February 9. c. The uses, buildings, and structures permitted shall be compatible with the future development of the surrounding area as permitted by the existing zoning and with future development as projected by the Weld County Comprehensive -Plan. d. The PUD Plan conforms with the performance standards outlined in Section 35.3 of the Weld County Zoning Ordinance. e. The PUD Plan is not located in an overlay district area. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the request of Beebe Draw Farms, Ltd., for a Site Specific Development Plan and Replat of the Planned Unit Development Plan, First Filing, of Beebe Draw Farms and Equestrian Center, be, and hereby is, granted subject to the following conditions: 1. Prior to recording the PUD Plan plat, the applicant shall: a Submit a letter to the Department of Planning Services from Mr. Gary Sandau, Fire Marshal, La Salle Fire Protection District. The letter shall update Mr. Sandau's letter of February 6th and approve all fire hydrant locations and fire safety requirements for the PUD Plan, First Filing. b. Submit a letter to the Department of Planning Services from Mr. Clifford Brookhart, the RE -1 School District representative. The letter shall update Mr. Brookhart's January 31, 1988, memo and approve service to the PUD Plan, First Filing; c. Submit a Weld County Subdivision Improvements Agreement to the Department of Planning Services. The Agreement shall be approved by the Board of County Commissioners. d. Submit a plan to the Department of Planning Services for controlling insect vectors, odors, manure, and other possible nuisances in the 890271 Page 3 RE: REPLAT OF POD PLAN - BEEBE DRAW FARMS greenbelt and recreation areas. The plan shall be approved by Weld County Environmental Protection Services. e. Amend the PUD Plan plat to show an additional right-of-way width of 20 feet east of Weld County Road 39 right-of-way from the Beebe Draw Farms Parkway entrance south along the west property line. 2. The following notes shall be placed on the final PUD Plan plat: a. The uses permitted in this PUD Plan are R-1 (low density residential), recreational uses, and oil and gas production facilities as described in the application materials and set forth in the Weld County Zoning Ordinance on file with the Clerk to the Board of County Commissioners. b. All dwelling units, the indoor and outdoor arenas, clubhouse, and association headquarters shall be located a minimum of 300 feet from oil and gas drill sites and production facilities. c. The Central Weld County Water District shall provide the water supply to the Planned Unit Development District. The water supply system shall be provided consistent with the requirements of Section 8-10, et seq., of the Weld County Subdivision Regulations, pursuant to public water supply systems and La Salle Fire Protection District fire safety requirements. d. The applicant, metropolitan district, and/or homeowner's association shall provide and maintain all roads internalto the Planned Unit Development District. The roads internal to the Planned Unit Development District will not be maintained by Weld County, but must comply with design standards listed in Sections 8-1 and 8-2 of the Weld County Subdivision Regulations. e. The Beebe Draw Farms and Metropolitan District shall comply with the Amended Road Maintenance and Improvement Agreement regarding impacts to Weld County Roads signed on April 9, 1988. 890271 Page 4 RE: REPLAT OF PUD PLAN - BEEBE DRAW FARMS f. No noxious or offensive activity shall be carried out upon any lot, nor shall anything be done thereon which may become an annoyance or nuisance to the neighborhood. Junk vehicles may not be stored on any lot. A junk vehicle shall be construed to be any inoperative vehicle. No other junk items shall be stored there, i.e., used building materials or any other matter. g. No permanent disposal of wastes shall be permitted at this site. No lot shall be used or maintained as a dumping ground for rubbish. All trash, garbage, or rubbish shall be disposed of in a neat and orderly manner at a facility authorized to accept such waste materials. Any expenses incurred for the disposal of such waste materials shall be the sole responsibility of the owner of any such lot. h. The areas shown as greenbelt and recreation on the PUD Plan plat may be used for utility easements. i. All single family dwellings shall be set back and offset a minimum of 50 feet from all lot lines. 3 - Only one horse per acre shall be kept on any lot. A fraction of an acre shall be rounded to the next highest whole acre for determining the number of horses per lot. No other livestock may be kept on a lot. k. An applicant for a residential building permit shall submit evidence to the Department of Planning Services that the required building information has been submitted to the Architectural Control Committee and the Committee has had a reasonable opportunity for review prior to permit approval. 1. The septic system for the proposed clubhouse facility is required to be designed by a Colorado Registered Professional Engineer according to the Weld County Individual Sewage Disposal Regulations. m. Fugitive dust must be confined on this site. n. Weld County Septic Permits are required for the proposed residential homes and shall be installed according to the Weld County Individual Sewage Disposal Regulations. 890271 Page 5 RE: REPLAT OF PUD PLAN - BEEBE DRAW FARMS o. Public restrooms may be required for the indoor and outdoor arenas, depending upon the number of individuals and type of usage. Any public assemblage will require public restroom facilities. p. Conflicts with existing easements will be resolved prior to construction of roads, utilities, or other facilities. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 22nd day of March, A.D., 1989. �ry, L ATTEST: Weld County Clerk and Recorder and Clerk to the Board (ly�M,c _A&J BY:. J (- eputy County' cerk APPROVED 4B TO FORM: County Attorney BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO EXCUSED DATE OF SIGNING - AYE Gene R. Brantner George Ke Gor O 890271 Hello