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Home My WebLink About20144017.tiff ' -� rrl. .,, N1-Y r_. LAND USE APPLICATION SUMMARY SHEET Case#: MUSR14-0020 Hearing Date: Director Approval Applicant: Ready Mixed Concrete Company; Morton Lakes, LLC, Brighton CO c/o Michael J. Hart, Hart Environmental, Boulder, Colorado Request: A Minor Amendment to USR1682, A Site Specific Development Plan and A Special Review Permit for Mineral Resource Development including a Concrete Batch Plant, Recycled Concrete, Gravel Mining (Ready Mixed Concrete Company) and the importation of mineral resource material from USR-1608 Holton Lakes Mine in the A (Agricultural) Zone District Legal Lot B of Recorded Exemption RE-4569, being a part of the NE4SE4 Section 1, Township Description: 1 North, Range 67 West of the 61h P.M., Weld County, Colorado Location: South of and adjacent to State Highway 52; and 4445 feet East of County Road 23 Size of Parcel: 7.79 +1- acres Parcel Number: 1469-01-4-00-002 Narrative: USR-1682 was approved by the Board of County Commissioners on April 29, 2009, for a Site Specific Development Plan and a Special Review Permit for Mineral Resource Development including a Concrete Batch Plant, Recycled Concrete, Gravel Mining (Ready Mixed Concrete Company) and the importation of mineral resource material from USR-1608 Holton Lakes Mine in the A(Agricultural) Zone District MUSR14-0020, under review here, seeks to amend the primary point of ingress and egress into and out of the mine from an angled point directly across from the City of Fort Lupton's Pearson ball fields to a point farther to the west and at a location with known inbound and outbound truck traffic currently utilized by A&W Water Services and Anadarko Petroleum tanker trucks. Ready Mixed Concrete Company is now the property owner having acquired this property in October 2012. POSSIBLE ISSUES SUMMARIZED FROM APPLICATION MATERIALS The criteria for review of this Special Review Permit are listed in Section 23-2-220 of the Weld County Code. The Department of Planning Services' staff has received responses with comment from the following agencies: • Weld County Planning Services— Floodplain, referral dated September 27, 2014 • Fort Lupton Fire Protection District, referral dated October 2, 2014 < Weld County Department of Public Health & Environment, referral dated October 27, 2014 The Department of Planning Services' staff has received responses without comment from the following agencies: • Weld County Zoning Compliance, referral dated September 26, 2014 < Colorado Parks &Wildlife, referral dated October 3, 2014 MUSR14-0020,READY MIXED CONCRETE COMPANY-MORTON LAKES MINE,PAGE 1 < City of Fort Lupton Planning Department, referral dated October 8, 2014 The Department of Planning Services' staff has not received responses from the following agencies: < Kerr-McGee Onshore, LP < Weld County School District RE-8 < Platte Valley Soil Conservation District < Colorado Department of Transportation < United States Army Corps of Engineers < Weld County Department of Planning Services— Engineer < State of Colorado, Division of Reclamation, Mining and Safety MUSR14-0020,READY MIXED CONCRETE COMPANY-MORTON LAKES MINE,PAGE 2 IMIll I SPECIAL REVIEW PERMIT ADMINISTRATIVE REVIEW Case#: MUSR14-0020 Hearing Date: Director Approval Applicant: Ready Mixed Concrete Company; Morton Lakes, LLC, Brighton CO c/o Michael J. Hart, Hart Environmental, Boulder, Colorado Request: A Minor Amendment to USR-1682, a Site Specific Development Plan and a Special Review Permit for Mineral Resource Development including a Concrete Batch Plant, Recycled Concrete, Gravel Mining (Ready Mixed Concrete Company) and the importation of mineral resource material from USR-1608 Holton Lakes Mine in the A (Agricultural) Zone District Legal Lot B of Recorded Exemption RE-4569, being a part of the NE4SE4 Section 1, Township Description: 1 North, Range 67 West of the 61h P.M., Weld County, Colorado Location: South of and adjacent to State Highway 52; 4445 feet East of County Road 23 Size of Parcel: 7.79 +/- acres Parcel Number: 1469-01-4-00-002 THE DEPARTMENT OF PLANNING SERVICES' DIRECTOR APPROVES THIS APPLICATION FOR THE FOLLOWING REASONS: 1. The proposed change(s) will be compatible with existing and allowed uses in the surrounding area and will be in harmony with the existing land use permit. The Department of Planning Services requested this minor amendment to the current land use permit, USR-1682 to address a change in the primary access for the Morton Lakes Mine. The previously approved access was located at an angle to Hwy 52 directly across the highway from the City of Fort Lupton's Pearson Park and affiliated athletic fields. The location of the proposed access has a better line of sight and is utilized by other truck operators associated with oil field operations. 2. The proposed change(s) is consistent with the County Comprehensive Plan pursuant to Chapter 22 of the Weld County Code. Section 23-2-220.A.1 -- The proposed use is consistent with Chapter 22 and any other applicable code provisions or ordinance in effect. Section 22-5-80.B (CM.Goal 2) states, "Promote the reasonable and orderly development of mineral resources." The proposed use would be compatible with surrounding properties which include agricultural lands, river bottom lands and floodplain designated lands. Further, Colorado State Statute § 34-1-305 addresses the preservation of commercial mineral deposits for extraction. Section 22-3-60.H. T.Policy 8.3 states, "Review and determine that all road, street and highway facilities are adequate in width, structural capacity and classification to meet the traffic demands of any land development. As a condition of land development, require improvement of roads, streets or highway facilities in proportion to their respective impacts when dictated by traffic demand and land development patterns." The applicant submitted an application on June 11, 2014 to the Colorado Department of Transportation (CDOT) for a State Highway Access Permit Application. The permit was prepared in conjunction with access design and highway improvement plans prepared by Felsburg, Holt & Ullevig for review and approval. On September 17, 2014, CDOT granted permission to have an access to the State Highway 52, south side a distance of 3,051 feet east of Mile Post 19. The access permit, Permit No. 414080, will provide service for a sand and MUSR14-0020,READY MIXED CONCRETE COMPANY-MORTON LAKES MINE,PAGE 3 gravel mining operation (Ready Mixed Concrete Company); a water distributor (A&W Water Services); an oil well operator (Kerr-McGee OnShore L.P.) and for an equipment yard. Weld County Planning Services — Floodplain conditionally approved FHDP14-0047 for the widening of 3500-foot long segment of State Highway 52 located west of the South Platte. This County permit is for the reconstruction of the primary access road to Morton Lakes Mine. 3. The recommendations of the referral agencies have been considered. The attached development standards and conditions of approval address the requirements of the referral agencies. 4. Not deemed to be a major change. In a Pre-Application meeting on February 6, 2014, staff determined the proposed modification is not a major change to USR-1682. 5. Must be consistent with the original development standards. The proposed modification is to establish a new point of ingress and egress for the Morton Lakes Mine onto State Highway 52. The modifications to Development Standards are to address new Flood Hazard Development Permit notes and to update the Development Standards to reflect current language. No other changes (in traffic numbers, hours of operation, etc. are proposed under this minor amendment application. This recommendation is based, in part, upon a review of the application materials submitted by the applicant, other relevant information regarding the request, and responses from referral entities. 1. Prior to Recording the USR Map: A. The map shall be amended to delineate the following: 1. All sheets of the USR Map shall be labeled MUSR14-0020. (Department of Planning Services) 2. The attached Development Standards. (Department of Planning Services) 3. The map shall be prepared in accordance with Section 23-2-260.D of the Weld County Code. (Department of Planning Services) 4. State Highway 52 requires two hundred (200) feet at full buildout. A total of one hundred (100) feet from the centerline of State Highway 52 shall be delineated right-of-way on the USR Map. This road is maintained by CDOT. (Department of Planning Services- Engineer) 5. State Highway 52 requires improvements to the highway, including acceleration and turn slots per the approved State Access Permit. These improvements shall be delineated on the USR Map. (Department of Planning Services) 6. Show the approved access on the USR Map and label it with the approved Colorado Department of Transportation Access Permit No. 414080. (Colorado Department of Transportation) 7. Show the floodplain and floodway (if applicable) boundaries on the map. Label the floodplain boundaries with the FEMA Flood Zone and FEMA Map Panel Number or appropriate study. (Department of Planning Services- Floodplain) MUSR14-0020, READY MIXED CONCRETE COMPANY-MORTON LAKES MINE,PAGE 4 8. Add Development Standards No. 29., 39., 40. and 41 and renumber accordingly. 29. There shall be no parking or staging of vehicles on public roads. On-site parking shall be utilized. (Department of Public Works) 39. All construction or improvements occurring in the floodplain or floodway as delineated on Federal Emergency Management Agency (FEMA) FIRM Community Panel Map # 080266-0981C dated September 28, 1982, shall comply with all applicable Weld County requirements, Colorado Water Conservation Board requirements as described in Rules and Regulations for Regulatory Floodplains in Colorado, and FEMA regulations and requirements as described in 44 CFR parts 59, 60, and 65. (Department of Planning Services) 40. Floodplain development permits will be required for development activities located within the special flood hazard area. The FEMA definition of development is any man-made change to improved or unimproved real estate, including by not limited to buildings or other structures, mining, dredging, filling, grading, paving, excavation, drilling operations, or storage of equipment and materials. (Department of Planning Services) 41. FEMA's floodplain boundaries may be updated at any time by FEMA. Prior to the start of any development activities, the owner should contact Weld County to determine if the floodplain boundaries have been modified. (Department of Planning Services) 9. Add the following signature blocks: This Minor Amendment USR Map is accepted and approved by the Department of Planning Services for filing Director, Department of Planning Services State of Colorado ) ss. County of Weld The foregoing certification was acknowledged before me this day of , 20 My commission expires Witness my hand and Seal. Notary Public MUSR14-0020,READY MIXED CONCRETE COMPANY-MORTON LAKES MINE,PAGE 5 10. Add the following signature block: PROPERTY OWNER'S CERTIFICATION The undersigned major property owner(s) do hereby agree to the Minor Amendment of the Site Specific Development Plan and Use by Special Review Standards as described hereon this day of , 20_ Tim Szczepanski, President Ready Mixed Concrete Company A Boral Construction Materials Company 2. Upon completion of Conditions of Approval No.1. above, the applicant shall submit two (2) paper copies or one electronic copy (.pdf) of the Minor Amendment USR Map for preliminary approval to the Weld County Department of Planning Services. Upon approval of the paper copies the applicant shall submit a Mylar map along with all other documentation required as Conditions of Approval. The Mylar map shall be recorded in the office of the Weld County Clerk and Recorder by Department of Planning Services' Staff. The map shall be prepared in accordance with the requirements of Section 23-2-260.D of the Weld County Code. The Mylar map and additional requirements shall be submitted within one hundred twenty (120) days from the date of the Board of County Commissioners resolution. The applicant shall be responsible for paying the recording fee. (Department of Planning Services) 3. The Department of Planning Services respectively requests the surveyor provide a digital copy of this Use by Special Review. Acceptable CAD formats are .dwg, .dxf, and .dgn (Microstation); acceptable GIS formats are ArcView shapefiles, Arclnfo Coverages and Arclnfo Export files format type is .e00. The preferred format for Images is .tif (Group 4). (Group 6 is not acceptable). This digital file may be sent to mabs(cr�co.weld.co.us. (Department of Planning Services) 4. In accordance with Weld County Code Ordinance 2005-7 approved June 1, 2005, should the map not be recorded within the required one hundred twenty (120) days from the date of the Board of County Commissioners resolution a $50.00 recording continuance charge shall be added for each additional 3 month period. (Department of Planning Services) 5. The Special Review activity shall not occur nor shall any building or electrical permits is issued on the property until the Special Review map is ready to be recorded in the office of the Weld County Clerk and Recorder. (Department of Planning Services) By � til Date November 13, 2014 Tom Parko - Planning Director MUSR14-0020,READY MIXED CONCRETE COMPANY-MORTON LAKES MINE,PAGE 6 SITE SPECIFIC DEVELOPMENT PLAN AMENDED SPECIAL REVIEW PERMIT DEVELOPMENT STANDARDS Ready Mixed Concrete Company Morton Lakes Mine MUSR14-0020 1. A Minor Amendment to A Site Specific Development Plan and A Special Review Permit, USR1682, for Mineral Resource Development including a Concrete Batch Plant, Recycled Concrete, Gravel Mining (Ready Mixed Concrete Company) and the importation of mineral resource material from USR-1608 Holton Lakes Mine in the A (Agricultural) Zone District, and subject to the Development Standards stated hereon. (Department of Planning Services) 2. Approval of this plan may create a vested property right pursuant to Section 23-8-10 of the Weld County Code. (Department of Planning Services) 3. All liquid and solid wastes (as defined in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S., as amended) shall be stored and removed for final disposal in a manner that protects against surface and groundwater contamination. (Department of Public Health and Environment) 4. No permanent disposal of wastes shall be permitted at this site. This is not meant to include those wastes specifically excluded from the definition of a solid waste in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S., as amended. (Department of Public Health and Environment) 5. Waste materials shall be handled, stored, and disposed in a manner that controls fugitive dust, fugitive particulate emissions, blowing debris, and other potential nuisance conditions. (Department of Public Health and Environment) 6. The applicant shall operate in accordance with the "waste handling plan." (Department of Public Health and Environment) 7. The applicant shall comply with all provisions of the Underground and Above Ground Storage Tank Regulations (7 CCR 1101-14). (Department of Public Health and Environment) 8. The truck washing area shall capture all effluent and prevent discharges from drum washing and the washing of vehicles in accordance with the Rules and Regulations of the Water Quality Control Commission, and the Environmental Protection Agency. (Department of Public Health and Environment) 9. Fugitive dust and fugitive particulate emissions shall be controlled on this site. The facility shall be operated in accordance with the dust abatement plan at all times. (Department of Public Health and Environment) 10. This facility shall adhere to the maximum permissible noise levels allowed in the Industrial Zone as delineated in 25-12-103 C.R.S., as amended. (Department of Public Health and Environment) 11. Adequate handwashing and toilet facilities shall be provided for employees and patrons of the facility. (Department of Public Health and Environment) 12. Sewage disposal for the facility shall be by septic system. Any septic system located on the property must comply with all provisions of the Weld County Code, pertaining to Individual Sewage Disposal Systems. (Department of Public Health and Environment) 13. Portable toilets may be utilized on sites that are temporary locations of the working face and portable processing equipment, etc. for up to six months at each location. (Department of Public Health and Environment) MUSR14-0020,READY MIXED CONCRETE COMPANY-MORTON LAKES MINE,PAGE 7 14. Bottled water shall be provided to employees at the temporary locations of the working face at all times. (Department of Public Health and Environment) 15. A permanent, adequate water supply shall be provided for drinking and sanitary purposes. (Department of Public Health and Environment) 16. If applicable, the water system shall comply with the requirements for a community water system as defined in the Primary Drinking Water Regulations (5 CCR 1003-1). (Department of Public Health and Environment) 17. The applicant shall remove, handle, and stockpile overburden, soil, sand and gravel from the facility area in a manner that will prevent nuisance conditions. (Department of Public Health and Environment) 18. All potentially hazardous chemicals must be stored and handled in a safe manner in accordance with product labeling and in a manner that minimizes the release of hazardous air pollutants (HAP's) and volatile organic compounds (VOC's). (Department of Public Health and Environment) 19. If applicable, the applicant shall obtain a storm water discharge permit from the Colorado Department of Public Health & Environment, Water Quality Control Division. (Department of Public Health and Environment) 20. The operation shall comply with all applicable rules and regulations of the Colorado Division of Minerals and Geology. (Department of Public Health and Environment) 21. The operation shall comply with all applicable rules and regulations of the State and Federal agencies and the Weld County Code. (Department of Public Health and Environment) 22. "No Trespassing" signs shall be posted and maintained on the perimeter fence to clearly identify the boundaries of the site. (Department of Planning Services) 23. Lighting provided for security and emergency night operation on the site shall be designed so that the lighting will not adversely affect surrounding property owners in compliance with Section 23-3- 360.f of the Weld County Code. (Department of Planning Services) 24. Section 23-4-290.B of the Weld County Code limits the hours of operation for sand and gravel operations to the hours of day light except in the case of public or private emergency or to make necessary repairs to equipment. Hours of operation may be extended with specific permission from the Weld County Board of County Commissioners. This restriction shall not apply to operation of administrative and executive offices or repair and maintenance facilities located on the property. (Department of Planning Services) 25. Where topsoil is removed, sufficient arable soil shall be set aside for re-spreading over the reclaimed areas. (Department of Planning Services) 26. Should noxious weeds exist on the property or become established as a result of the proposed development, the applicant/landowner shall be responsible for controlling the noxious weeds, pursuant to Section 15-1-180. (Department of Public Works) 27. The main access is from State Highway 52. Sand and gravel materials excavated on the Holton Lakes property (USR-1608) will be transported by conveyors to the main plant area at Morton Lakes. (Department of Public Works) 28. The historical flow patterns and run-off amounts will be maintained on site. (Department of Public Works) 29. There shall be no parking or staging of vehicles on public roads. On-site parking shall be utilized. (Department of Public Works) MUSR14-0020,READY MIXED CONCRETE COMPANY-MORTON LAKES MINE,PAGE 8 30. If any work associated with this project requires the placement of dredge or fill material, and any excavation associated with a dredged or fill project, either temporary or permanent, in waters of the United States which may include streams, open water lakes and ponds or wetlands at this site, the Department of the Army, Corps of Engineers shall be notified by a proponent of the project for proper department of the Army permits or changes in permit requirements pursuant to Section 404 of the Clean Water Act. (Department of Planning Services) 31. The landscaping on site shall be maintained in accordance with the approved Landscape, Screening and Berm Plan. (Department of Planning Services) 32. A building permit shall be obtained prior to the construction or placement of any structure such as a scale, concrete and asphalt plant, office, concrete casting facility, recycling plant, office trailer and any other structures placed on the parcels. An electrical permit will be required for any electrical service to equipment. A plot plan shall be submitted when applying for building permits showing all structures with accurate distances between structures, and from structures to all property lines. (Department of Building Inspection) 33. A plan review is required for each building for which a building permit is required. Plans shall bear the wet stamp of a Colorado registered architect or engineer. Two complete sets of plans are required when applying for each permit. (Department of Building Inspection) 34. Buildings shall conform to the requirements of the current building regulations that has been adopted at time of building permit application, or the 2006 International Building Code and Chapter 29 of the Weld County Code, as amended. (Department of Building Inspection) 35. Each structure set on a foundation will require an engineered foundation based on a site-specific geotechnical report or an open hole inspection performed by a Colorado registered engineer. Engineered foundations shall be designed by a Colorado registered engineer. (Department of Building Inspection) 36. Building wall and opening protection and limitations and the separation of buildings of mixed occupancy classifications shall be in accordance with the Building Code. Setback and offset distances shall be determined by the Weld County Code. (Department of Building Inspection) 37. Building height shall be measured in accordance with the Building Code for the purpose of determining the maximum building size and height for various uses and types of construction and to determine compliance with the Bulk Requirements from Chapter 23 of the Weld County Code. Building height shall be measured in accordance with Chapter 23 of the Weld County Code in order to determine compliance with offset and setback requirements. Offset and setback requirements are measured to the farthest projection from the building. (Department of Building Inspection) 38. A Floodplain Development Permit shall be submitted for all buildings, stockpiling and berming in the 100-year flood plain. (Departments of Building Inspection and Planning Services) 39. All construction or improvements occurring in the floodplain or floodway as delineated on Federal Emergency Management Agency (FEMA) FIRM Community Panel Map # 080266-0981C dated September 28, 1982, shall comply with all applicable Weld County requirements, Colorado Water Conservation Board requirements as described in Rules and Regulations for Regulatory Floodplains in Colorado, and FEMA regulations and requirements as described in 44 CFR parts 59, 60, and 65. (Department of Planning Services) 40. Floodplain development permits will be required for development activities located within the special flood hazard area. The FEMA definition of development is any man-made change to improved or unimproved real estate, including by not limited to buildings or other structures, mining, dredging, filling, grading, paving, excavation, drilling operations, or storage of equipment and materials. (Department of Planning Services) MUSR14-0020, READY MIXED CONCRETE COMPANY-MORTON LAKES MINE,PAGE 9 41. FEMA's floodplain boundaries may be updated at any time by FEMA. Prior to the start of any development activities, the owner should contact Weld County to determine if the floodplain boundaries have been modified. (Department of Planning Services) 42. Building Permits issued on the proposed lots will be required to adhere to the fee structure of the County-Wide Road Impact Fee Program. (Department of Planning Services) 43. Building Permits issued on the proposed lots, will be required to adhere to the fee structure of the County Facility Fee and Drainage Impact Fee Programs. (Department of Planning Services) 44. Should human remains be discovered during mining activities, the requirements under State law C.R.S. part 13 apply and must be followed. (Colorado Historical Society, Department of Planning Services) 45. The number of employees associated with the daily operations is limited to 15 persons per shift. (Department of Planning Services) 46. The applicant shall operate in accordance with the approved "Noise Control Plan," at all times. (Department of Public Health and Environment) 47. The property owner or operator shall be responsible for complying with the Design Standards of Section 23-2-240 of the Weld County Code. 48. The property owner or operator shall be responsible for complying with the Operation Standards of Section 23-2-250 of the Weld County Code. 49. The property owner or operator shall be responsible for complying with the Open-mining Standards of Section 23-4-250, Weld County Code. 50. Personnel from the Weld County Government shall be granted access onto the property at any reasonable time in order to ensure the activities carried out on the property comply with the Development Standards stated herein and all applicable Weld County regulations. 51. The Special Review area shall be limited to the plans shown hereon and governed by the foregoing standards and all applicable Weld County regulations. Substantial changes from the plans or Development Standards as shown or stated shall require the approval of an amendment of the Permit by the Weld County Board of County Commissioners before such changes from the plans or Development Standards are permitted. Any other changes shall be filed in the office of the Department of Planning Services. 52. In accordance with Section 23-2-200.E of the Weld County Code, if the Use by Special Review has not commenced from the date of approval or is discontinued for a period of three (3) consecutive years, it shall be presumed inactive. The county shall initiate an administrative hearing to consider whether to grant an extension of time to commence the use or revoke the Use by Special Review. If the Use by Special Review is revoked, it shall be necessary to follow the procedures and requirements of Division 4 of the Weld County Code in order to reestablish any Use by Special Review. (Department of Planning Services) 53. The property owner or operator shall be responsible for complying with all of the foregoing Development Standards. Noncompliance with any of the foregoing Development Standards may be reason for revocation of the Permit by the Board of County Commissioners. (Department of Planning Services) MUSR14-0020,READY MIXED CONCRETE COMPANY-MORTON LAKES MINE,PAGE 1O MINOR AMENDMENT TO SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT#/AMOUNT# /$ CASE#ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number 1 1_6_1-_g_-_]__- - Q-Q_0__2_ (12 digit number-found on Tax I.D.information,obtainable at the Weld County Assessor's Office,or www.co.weld.co.us) Legal Description Part of the NE 1/4 of the SE 1/4 of , Section 1 , Township I North, Range 67 West Zone District: AG , Total Acreage: 7 8 , Flood Plain: Yes , Geological Hazard: No , Airport Overlay District: No FEE OWNER(S)OF THE PROPERTY: Name: Ready Mixed Concrete Company Work Phone#101_297.1771 Home Phone# Email tim szczepanski@boral.com Address: 4195 Washington Street Address: City/State/Zip Code Denver, Colorado 80216 Name: Work Phone# Home Phone# Email Address: Address: City/State/Zip Code APPLICANT OR AUTHORIZED AGENT(See Below:Authorization must accompany applications signed by Authorized Agent) Name: Tim Szczepanski Work Phone# 101_797-1771 Home Phone# 101-601-4115 Email tim szczepanski a haraLcom Address: 4195 Washington Street Address: City/State/Zip Code Denver, Colorado 80216 PROPOSED AMENDMENT: Add the above parcel to USR 1682 (Morton Lakes) in order to provide primary access to Colorado State Highway 52 for USR 1682 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included irLdca ' fg that the gnatory has to leg I authority to sign for the corporation. i `f t"� Signature: O er o Authorized Agent ate Signature: Owner or Authorized Agent Date MINOR AMENDMENT TO A SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR 1682 Morton Lakes) QUESTIONNAIRE September 2014 The following questions are to be answered and submitted as part of the Minor Amendment application. If a question does not pertain to your use, please respond with"not applicable", with an explanation as to why the question is not applicable. 1. Explain,in detail, the proposed amendment to the property. Answer: Ready Mixed Concrete Company(RMCC) seeks approval of a minor amendment to USR 1682-Morton Lakes. The proposed minor amendment will add 7.8 acres more or less to the Morton Lakes [USR- 1862]. The purpose of this Minor Amendment is to provide safer access to Highway 52 by replacing the currently approved Holton Lakes primary highway access located approximately 1,700 feet west of State Highway 85 with the proposed Morton Lakes primary access located approximately 3,400 feet west of State Highway 85. The proposed Morton Lakes Highway 52 access is based on upgrading the existing Highway 52 access now used by A&W Water, and extending the existing access road approximately 600 feet south to the north boundary of USR-1682. Highway 52 access improvements, designed by Felsburg Holt&Ullevig, include a west bound left turn in lane and necessary east and west bound acceleration and deceleration lanes. The improved Highway 52 intersection at this location has been designed to accommodate truck traffic from A&W Water, Holton-Morton Lakes sand and gravel and ready mixed concrete operations and Anadarko's oil field service vehicles; thereby combining three points of highway access into one. Other than the proposed access road, RMCC does not contemplate any sand and gravel mining or related uses on the property subject to this Minor Amendment. 2. Explain how this proposal is consistent with the intent of the Comprehensive Plan pursuant to Chapter 22 of the Weld County Code. Answer: The proposed Minor Amendment is intended to promote the reasonable and orderly development of the Holton and Morton Lakes sand and gravel mineral resources while protecting the health, safety and welfare of general public. Section 23-2-230.8.1 -- The proposed use is consistent with Chapter 22 and any other applicable Code provisions or ordinances in effect. Section 22-5-80.8 (CM.Goal 2) states, "Promote the reasonable and orderly development of mineral resources." The proposed use will be compatible with surrounding properties which include agricultural lands, river bottom lands, and floodplain designated lands. 1 Section 23-2-230.B.2 --The proposed use is consistent with the intent of the A (Agricultural)Zone District. Section 23-3-40.A.3 of the Weld County Code provides for a Site Specific Development Plan and Use by Special Review Permit for Mineral Resource Development Facilities, including a Concrete Batch Plant, Recycled Concrete and Gravel Mining, and the importation of mineral resource material from USR-1608 (Holton Lakes), in the A (Agricultural)Zone District. The Morton Lakes Pit [USR-1682] will be mined in conjunction with the Holton Lakes Pit [USR-1608], approved by the Board of County Commissioners on August 22,2007, and is contiguous with the south property line of parcel (Lot"B") subject to the proposed Minor Amendment to the Morton Lakes Pit. Section 23-2-230.8.4 -- The uses which will be permitted will be compatible with future development of the surrounding area, as permitted by the existing zoning, and with the future development, as projected by Chapter 22 of the Weld County Code, and any other applicable Code provisions or ordinances in effect, or the adopted Master Plans of affected municipalities. The surrounding property is primarily agricultural in nature 3. What type of uses surround the site(explain how the proposed use is consistent and compatible with surrounding land uses). Answer: Section 23-2-230.B.3 -- The uses which will be permitted will be compatible with the existing surrounding land uses. The site contains agricultural lands. The proposed use will be compatible with surrounding properties, which include: agricultural lands, the Ready Mixed Concrete sand and gravel operations [USR-1608] adjacent to the southeast and east and the Morton Lakes sand and gravel mining operation respectively; A&W water is adjacent to the east; properties to the north are agricultural pasture lands; and properties to the south and southwest are agricultural pasture lands 4. Describe,in detail,the following: a. Number of people who will use this site Answer: The site will be used to access the Holton- Morton Lakes sand and gravel mining and ready mixed concrete operations. Therefore, the number of people using this site for access will be based on the level of activity at Holton-Morton Lakes at any given time. Depending on the number of shifts worked per day, the number of people,other than truck drivers,using the site on a daily basis will range anywhere from 25 to 35. 2 b. Number of employees proposed to be employed at this site Answer: None c. Hours of operation Answer: The access road will be used during the hours of daylight except in the case of a public project or private emergency or to make necessary repairs to equipment at Holton- Morton Lakes. This restriction shall not apply to operation of administrative and executive offices or repair or maintenance facilities located on the Holton-Morton Lakes property. d. Type and number of structures to be erected (built) on this site Answer: None e. Type and number of animals,if any,to be on this site Answer: None f. Kind of vehicles (type, size,weight)that will access this site and how often Answer: The following vehicles will access this site on a daily basis: 1.Ready-mix concrete trucks(25 tons) 2. Sand and gravel haul vehicles(12-25 tons) 3. Cement bulk loaders(25 tons) 4. Employee vehicles,including cars and pick-up trucks 5. Various Service vehicles g. Who will provide fire protection to the site Answer: Fort Lupton Fire Protection District. 3 h. Water source on the property (both domestic and irrigation) Answer: Not Applicable i. Sewage disposal system on the property(existing and proposed) Answer: None j. If storage or warehousing is proposed, what type of items will be stored? Answer: No storage or warehousing is proposed. k. Explain how the storm water drainage will be handled on the site. Answer: Stormwater drainage will be directed to the existing stormwater basin located in the southwest corner of the subject property. 1. Explain where storage and/or stockpile of wastes will occur on this site. Answer: Not applicable 5. Please list all proposed on-site and off-site improvements associated with the use (example: landscaping, fencing, drainage, turn lanes, etc.) and a timeline of when you will have each one of the improvements completed. Answer: All proposed on-site and of site improvements associated with the proposed use are based on the highway access improvement plans prepared for RMCC by Felsburg Holt&Ullevig (see attached) and currently under review by the Colorado Department of Transportation (CDOT). Said plans include, at a minimum,drainage, turn lanes, acceleration and deceleration lanes. The timeline for completion of the improvements is in part determined by the acquisition of all approvals necessary to begin construction included but not limited to Weld County's approval of this Minor Amendment, issuance of the"Notice to proceed"from CDOT, approval of the Flood Hazard Development Permit application as prepared and submitted to 4 the Weld County Planning Department by Deere & Ault(see attached) and Section 404 approval from the U.S. army Corps of Engineers for installation of box culverts in the Lupton Meadows Ditch. RMCC hopes to have all necessary approvals to begin construction of all on-site and off-site improvements by mid-November 2014. Weather permitting; construction should be completed by mid-April 2015. Attachments include the following: 1. 8.5"x 11"reduced copy of the (24"x 36")amended Special Review plat; 2. Felsburg Holt &Ullevig (FHU)Traffic Analysis; 3. CDOT State Highway Access Permit Application date May 19, 2014; 4. Proposed Highway 52 Improvement Plans and, 5. Flood Hazard Development Application for Highway 52. 5 �L 4:), Weld County Public Works Dept. -\ 1111 H Street IT P.O. Box 758 -cs $i'r -� )R M G� ,. �4r Greeley, CO 80632 t/c 114 Phone: (970)304-6496 Fax: (970)304-6497 Applicant Property Owner(If different than Applicant) Name Tim Szczepanski Name Company Ready Mixed Concrete Company Address Address 4295 Washington Street City State Zip Citynenver State co Zip_441216 Phone Business Phone 303-292-1771 Fax Fax 303-295-0470 E-mail E-mail tirn.s7czepancki@hnral corn ♦= Existing Access A= Proposed Access Parcel Location &Sketch The access is on WCR Colorado State Highway 52 Colorado Highway 52 Nearest Intersection: WCR 73 &WCR Hwy 52 MICR ./ Distance from Intersection 4464 feet west of existing Hwy 52 access Parcel Number 1469014000007 23 Section/Township/Ranges I, T1 N, R67 W 1` c � 3 Is there an existing access to the property? YES NO N Location of Existing Colorado Highway 85 Number of Existing Accesses One Highway 52 access. Road Surface Type &Construction Information Asphalt Gravel X Treated Other WCR Culvert Size &Type 24 inches Materials used to construct Access Construction Fill Construction Start Date 11-1-2014 Finish Date 04-01-2015 Proposed Use o Temporary(Tracking Pad Required)/$75 o Single Residential/$75 X Industrial/$150 :7] Small Commercial or Oil &Gas/$75 o Large Commercial/$150 o Subdivision/$150 o Field (Agriculture Only)/Exempt Is this access associated with a Planning Process? o No x USR o RE o PUD o Other Required Attached Documents -Traffic Control Plan -Certificate of Insurance -Access Pictures(From the Left, Right, & into the access) By accepting this permit,the undersigned Applicant,under penalty of perjury,verifies that they have received all pages of the permit application;they have read and understand all of the permit requirements and provisions set forth on all pages;that they have the authority to sign for and bind the Applicant, if the Applicant is a corporation or other entity;and that by virtue of their signature the Applicant is bound by and agrees to comply with all said permit requirements and provisions,all Weld County ordinances,and state laws regarding facilities construction. % Signature Printed Name Tim Szczepanski Date September / ,2014 Approval or Denial will be issued in minimum of 5 days. Approved by FELSBURG HOLT & ULLEVIG connecting and enhancing communities May 21, 2014 Mr. Bill Timmons General Manager Aggregates Boral Construction Materials Ready Mixed Concrete Company 4395 Washington Street Denver, CO 80216 Ready Mixed Concrete Company Sand and Gravel Traffic Analysis FHU Job# 14-053-01 Dear Mr. Timmons: Felsburg Holt & Ullevig has prepared a summary of SH 52 road usage for the traffic generated by all land uses utilizing the site access for a proposed Ready Mixed Concrete Company (RMCC) Sand and Gravel Facility near Fort Lupton, Colorado. This summary identifies pertinent information about the proposed SH 52 access, the associated traffic volumes, total traffic projected to use SH 52, and it provides resulting auxiliary lane requirements required by the Colorado State Highway Access Code. This letter summarizes progress and findings in support of the access permitting process. EXISTING CONDITIONS ALONG SH 52 The proposed RMCC Sand and Gravel Facility is located southwest of the US 85/SH 52 interchange, near Fort Lupton, Colorado as shown in Figure 1. The facility is to be constructed with a proposed access to SH 52 about seven tenths of a mile west of the SH 52 interchange with US 85. In the vicinity of the site access point, SH 52 is classified as a NR-B, which is a Non-Rural Arterial Roadway. As such, the roadway is subject to specific criteria for access control that corresponds to the NR-B classification. Also, within the vicinity of the site access, SH 52 is a two lane undivided highway with posted speed limits of 65 MPH and 55 MPH in the proximity of the access point. At the proposed access point, there currently exists a paved driveway serving minimal traffic. Traffic counts were collected along SH 52 at various locations including the interchange with US 85. However, for the purposes of this letter report, the focus is on the traffic impacts at the proposed site access point. Figure 2 depicts existing traffic conditions at the proposed site access point. Also included on Figure 2 are Site Generated Traffic and Total Traffic Conditions, which will be discussed in further detail on the following pages. For existing conditions, the driveway is stop controlled and the minor street traffic is minimal. GENERATION OF LAND USE RELATED TRIPS Table 1 summarizes land use information regarding associated traffic volumes from all of the facilities that would utilize the proposed access point onto SH 52. 6300 South Syracuse Way, Suite 600 Centennial, CO 80111 tel 303.721.1440 fax 303.721.0832 www.fhueng.com info@flweng.com May 21, 2014 Mr. Bill Timmons Page 2 Table 1. Land Use Trip Generation RMCC Sand and Gravel Pit Average Annual Trip Type Quantities' (veh/year) Peak Daily Vehicle Type Trips Sand and Gravel 1,500,000 tons per year 50,0004 466 Combination Truck Delivery Trucks Concrete Trucks 50,000 cubic yards per year 6,2505 58 Concrete Truck Bulk Cement/Delivery One delivery per day 300 2 Combination Truck Trucks Service Vehicles Four vehicles per day 1,200 12 Passenger Car Employees 10 Employees per day 6,000 56 Passenger Car Total - 63,750 594 - Estimates provided by RMCC 2 Based on 300 days of operation per year 3 Calculated from information provided by RMCC. 35% of yearly site generated traffic occurs in the fall. Numbers represent the average daily peak of 35% of the yearly generated traffic, one trip in and one trip out. 4 Based on an average load of 30 ton per truck 5 Based on an average load of 8 cubic yards per truck Anadarko Wells - Rig Mobilization and Demobilization'°2 Vehicle Type Veh./Day Trips/Day Passenger Car Equivalents/Day 8 Axel Rig Up Trucks 125 250 750 Oversized Loads 30 60 180 2 Axel Crew Trucks 60 120 120 Additional OBM Equipment 67 134 268 Total 282 564 1,318 1 Estimates provided by Anadarko, Rig Mobilization/Demobilization time period was selected as it was the highest trip generator and represented a worst case scenario. 2 15 additional wells are planned for construction from 2014 to 2015; numbers reflect sequential mobilization of sites for construction. This reflects only a small portion of the construction process, which has the highest traffic impact. Traffic impacts will decrease considerably after construction. A&W Water Distribution' Vehicle Type Veh./Day Trips/Day Passenger Car Equivalents/Day Passenger Vehicles 5 10 10 Single Unit Vehicles Longer 10 20 40 than 30 ft. Multi Unit Trucks 5 10 30 Other Vehicles 10 20 40 Total 30 60 120 1 Data obtained from CDOT Access Permit#407005 May 21, 2014 Mr. Bill Timmons Page 3 Table 1. Land Use Trip Generation (Continued) Claystone Equipment' Vehicle Type Veh./Day Trips/Day Passenger Car Equivalents/Day Passenger Vehicles 10 20 20 Total 10 20 20 ' Estimates provided by Claystone Equipment Since none of the land uses have trip generation data available in the ITE Trip Generation Manual, Table 1 was created using information provided by the various land users, RMCC Sand and Gravel, Anadarko Wells, A & W Water Distribution, and Claystone Equipment. The RMCC facility is a proposed sand and gravel pit facility, with possible ancillary distribution and ready mix concrete uses. The Anadarko Wells facility consists of several natural gas well sites that are currently operational with more planned for construction. The A& W Water Distribution facility is natural gas hydraulic fracturing water distribution facility. Claystone equipment is a heavy vehicle repair facility. Table 1 summarizes the data to provide either trip ends or passenger car equivalents per day associated with the identified land use. Information was also provided from each of the respective facilities in regard to peak hour operations, which was applied to Table 1 to obtain the peak hour trip generation information presented in Table 2. Also included in Table 2 is summary of Passenger Car Equivalents for each of the types of vehicles included in the trip generation estimates. Passenger Car Equivalent (PCE) is a metric used in traffic engineering to estimate the impact of larger vehicles on traffic conditions, when compared with a single passenger car. The larger trucks associated with this trip generation are equivalent to 3 PCE and are tabulated as such in Table 2.The Colorado State Highway Access Code requires the use of PCE in auxiliary lane calculations. Figure 2 includes the total peak hour distribution (Table 2) of traffic generated by associated land uses projected to use the proposed access point. The trip distribution results are represented graphically as part of the middle diagram. The PCE volumes are used in the auxiliary lane analysis, discussed in the next section. Finally, to ascertain the overall impacts of the projected traffic on the roadway, the projected site generated traffic is added to the existing traffic to generate total traffic conditions for this intersection. Traffic operations were analyzed at the study area intersection based on procedures documented in the Highway Capacity Manual (Transportation Research Board, 2010). Level of Service (LOS) is a qualitative measure of traffic operational conditions, based on roadway capacity and motorist delay. LOS ranges from A to F, with LOS A representing the best possible operating conditions and LOS F representing over-capacity, or congested conditions. LOS D or better is typically considered acceptable for peak hour traffic operations in urbanized areas. The results of these traffic analyses are fully discussed in the following section. May 21, 2014 Mr. Bill Timmons Page 4 Table 2. Total Trip Generation Facility Units Daily AM Peak Hour PM Peak Hour Description Traffic In Out In Out Vehicle Trips 466 23 23 14 14 PCE6 1,398 69 69 42 42 Sand & Gravel Trucks Vehicle Trips 58 3 3 2 2 PCE 174 9 9 6 6 Concrete Trucks Vehicle Trips 2 1 1 0 0 PCE 6 3 3 0 0 Combination Trucks RMCC' Vehicle Trips 12 1 1 1 1 PCE 12 1 1 1 1 Service Vehicles Vehicle Trips 56 4 2 1 2 PCE 56 4 2 / 2 Employee Vehicles Vehicle Trips 594 32 30 18 19 Total PCE 1,646 86 84 50 51 Vehicle Trips 250 6 6 6 6 PCE 750 18 18 18 18 8 Axle Rig Up Trucks Vehicle Trips 60 2 2 2 2 PCE 180 6 6 6 6 Oversized Loads s Vehicle Trips 120 18 18 18 18 Anadarko2 120 18 18 18 18 2 Axle Crew Trucks Vehicle Trips 134 3 3 3 3 Additional OBM Equipment PCE 402 9 9 9 9 Vehicle Trips 564 29 29 29 29 Total PCE 1,452 51 51 51 51 Vehicle Trips 10 1 0 0 1 PCE 10 1 0 0 1 Passenger Vehicles Vehicle Trips 20 1 1 1 1 Single Unit Vehicles Longer PCE 60 3 3 3 3 than 30 feet W3 Vehicle Trips 10 1 0 0 1 A &W PCE 30 3 0 0 3 Multi Unit Trucks Vehicle Trips 20 1 1 1 1 PCE 60 3 3 3 3 Other Vehicles Vehicle Trips 60 4 2 2 4 Total PCE 160 10 6 6 10 Claystone4 Vehicle Trips 20 3 1 1 3 Total PCE 20 3 1 1 3 (All Passenger Vehicles) Overall Vehicle Trips 1,238 68 62 50 55 Totals PCE 3,278 150 142 108 115 Grand Total 1 RMCC trips generated by taking the highest of the seasonal vehicle traffic numbers. Peak hour trips were estimated to be more concentrated in the AM Peak Hour(10% of daily traffic)and more spread out during the PM Peak (6% of daily traffic). These numbers are consistent with traffic work performed for a previous TIA for a RMCC Sand and Gravel Pit. 2 Anadarko trips were estimated using consistent methodology to previous TIAs performed for Anadarko. Peak hour trips represent 30% of the total trips of employees during each of the AM and PM peak hours. The remainder of vehicles were assumed to be distributed evenly over a 24 hour period 3 Estimates of trips obtained from A&W's Access Permit, FHU estimates approximately 10% of the trips will occur during peak hours 4 Estimates of trips provided by Claystone, FHU estimates approximately 20% of the trips will occur during peak hours 5 Total numbers reflect no reduction in internal trips, which are expected to occur between both the A&W facility and Anadarko facility. This results in a more conservative estimate of traffic volumes. 6 PCE stands for Passenger Car Equivalent, this is a metric used to estimate the impact of larger vehicles on traffic conditions by equating them to Passenger Car Equivalents. Large trucks are equivalent to 3 PCE. May 21, 2014 Mr. Bill Timmons Page 5 TRAFFIC AND AUXILIARY LANE ANALYSIS The Colorado State Highway Access Code provides criteria in the determination of access control and the potential addition of auxiliary lanes. Table 3 summaries both the criteria and the variables associated with this analysis. Table 3. Required Acceleration and Deceleration Lanes Summary State Highway Lane Type Criteria''2 Projected Conditions Length Access Code Reference Left Turn > 10 PCE per s Section 3.11 Deceleration hour Estimated max 111 PCE/hour 600' Tables 4-5, 6 Length Safety, gap Acceleration lanes would Left Turn availability, and provide safe egress from site Acceleration may be required during peak traffic conditions. 1,380'a Section 3.5 Length for speed posted This is also recommended as Tables 4-5,6 speed limits> the posted speed limits are in 40 MPH excess of 40 miles per hour. Right Turn > 25 PCE per , a Section 3.11 Deceleration hour Estimated max 39 PCE/hour 800 Tables 4 5, 6 Length Safety, gap Acceleration lanes would Right Turn availability, and provide safe egress from site Acceleration may be required during peak traffic conditions. 960, 3 Section 3.5 Length for speed posted This is also recommended as Tables 4- 5, 6 speed limits> the posted speed limits are in 40 MPH excess of 40 miles per hour. ' Based on Design Speed of 65 miles per hours for movements to/from the west and 55 miles Lper hour to/from the east Roadway Classified as NR-B 3 Includes 225' of taper a Includes 300' of taper As indicated in the Table 3, several improvements are needed to the area immediately surrounding the proposed access point, including left and right turn acceleration and deceleration lanes. Additionally, the access is proposed to have two northbound lanes, one for left turns and one for right turns. Traffic conditions at the proposed access point were analyzed under total traffic conditions, with the required auxiliary lane improvements. The results of this analysis show that the intersection will operate acceptably, at LOS B or better for all movements with the exception of the northbound left turn, which operates at a LOS D/E. This is typical of left turn movements from minor streets onto major roadways. The proposed left turn acceleration lane should help alleviate this issue as well. Additionally, a queuing analysis was performed at this intersection. Queue lengths are not projected to exceed 1 or 2 vehicle lengths in both peak hour conditions. Furthermore, a cursory analysis of the intersection reveals no evidence of the access warranting signalization. May 21, 2014 Mr. Bill Timmons Page 6 CONCLUSIONS AND RECOMMENDATIONS The proposed RMCC Sand and Gravel facility will be located southwest of the interchange of SH 52 and US 85, near Fort Lupton, Colorado. The facility will be proposing an access onto SH 52, about seven tenths of a mile west of the interchange with US 85. This access is anticipated to be used by other facilities, including Anadarko wells activity, A &W Water Distribution, and Claystone Equipment. Since the proposed access will require a CDOT access permit, this letter report provides analysis and documentation associated with the permitting process. The additional proposed traffic utilizing the access point will require improvements at the intersection to receive an approved access permit. Based on trip generation information from all of the associated facilities utilizing the proposed access, projected traffic conditions are expected to exceed criteria for auxiliary lanes. The type and length of the required auxiliary lane improvements are summarized below. • Westbound Left Turn Deceleration Lane— 600 feet (from 55 MPH) • Westbound Left Turn Acceleration Lane— 1,380 feet (to 65 MPH) • Eastbound Right Turn Deceleration Lane— 800 feet (from 65 MPH) • Eastbound Right Turn Acceleration Lane —960 feet (to 55 MPH) Additionally, it is proposed that the northbound approach will have two exit lanes, one for left turn movement and one for right turn movements. Based on the implementation of these intersection improvements at the proposed access point, a traffic analysis was performed on the short term total traffic conditions. As indicated in the report, all movements are projected to operate acceptably at LOS B for most movements with the exception of the northbound left turn, which operates at a LOS D/E. This is typical of left turn movements from minor streets onto major roadways and is not anticipated to cause any congestion issues. An additional analysis of queuing at the intersection reveals no issues either. A cursory analysis of the intersection reveals no evidence of the access warranting signalization with the addition of the site generated traffic. If you have any questions or need additional information, feel free to contact me anytime. Sincerely, FELSBURG HOLT & ULLEVIG F-24 Chris Fasching, PE, PTOE Tyler Spurlock, El Principal Transportation Engineer DEERE & AULT CONSULTANTS,INC. August 19, 2014 Weld County Planning and Building Department 1555 N. 17th Ave. Greeley, Colorado 80631 Attn: Ms. Diana Aungst Re: Flood Hazard Development Permit Application for Highway 52 Modifications at M orton Lakes D&A Job No: WR-0473.003.00 Dear Ms. Aungst: This Flood Hazard Development Permit(FHDP) Application for the Highway 52 modifications at the Morton Lakes site is submitted on behalf of the Ready Mixed Concrete Company. The segment of Highway 52 that will be modified begins approximately 1,800 feet west of the Highway 52 crossing of the South Platte River, and extends west from that point for approximately 3,455 feet. The said segment of road will be widened to 60 feet at its maximum section from its current width of approximately 40 feet(including shoulders). Additionally, an existing access road to the Morton Lakes site will be reconstructed. The access road is located on the south side of Highway 52 about 3,200 feet west of the South Platte River. The reconstructed access road will be expanded to a width of 52 feet from its current width of about 35 feet. The proposed Highway 52 modifications and the proposed access road are located in Zone A5 of the 100-year floodplain according to FEMA Flood Insurance Rate Map (FIRM) Panel 080266-0981C. Approximately 500 feet of the east end of the proposed Highway 52 modifications are also located in a FEMA floodway as shown on FEMA Flood Boundary and Floodway Map (FBFM) Panel 080266-0012. The applicable General Standards of Section 23- 11-360, and the applicable Specific Standards for Floodplains with Floodways of Section 23-11- 390 of the Weld County Code will be met based on the following: • Construction will not begin until a Floodplain Development Permit has been obtained. • The floodplain analysis was performed utilizing appropriate FEMA accepted methodology and best available data. • The fill material used for the proposed modification to Highway 52 and the access road will be designed to withstand the erosional forces associated with the base flood(100- year flood). 600 S.Airport Road,Building A,Suite 205 Longmont,CO 80503 Phone: 303-651-1468• Fax: 303-651-1469 Ms. Diana Aungst August 19, 2014 Page 2 • The proposed widening of Highway 52 and the proposed reconstructed access road will not increase the Base Flood Elevation (BFE) of the South Platte River. The methodology used to demonstrate that there will be no rise in the BFE water surface elevation is described in this letter report. A No Rise Certification is also included with this submittal. Preliminary construction drawings of the proposed Highway 52 modification and access road reconstruction are included in Appendix A. The 100-year floodplain and floodway delineations in the project area are shown with the proposed improvements in Figure 1. GENERAL I NFORMATION Base flood information for this FHDP Application was obtained from the HEC-RAS modeling for the approved FHDP Application for the Morton Lakes Sand and Gravel Pit (the "Effective Model"). The approved application was prepared and submitted by CivilArts on behalf of the Ready Mixed Concrete Company on December 4, 2009, and was revised on February 4, 2010. The Effective Model was created using HEC-RAS Version 4.0.0. All hydraulic modeling performed by Deere &Ault(D&A)was done using HEC-RAS Version 4.1.0. The upstream end of this two mile study reach of the South Platte River is approximately 1.25 miles upstream(south) of the bridge at Highway 52. The downstream end of the study reach is approximately 0.5 miles downstream (north) of the bridge at Highway 52. All elevations referenced in this study use NAVD 88 as the vertical datum. In this vicinity,the datum conversion factor is NGVD29 +2.92 feet=NAVD88. HYDRAULIC MODELING OF PROPOSED IMPROVEMENTS No additional cross sections were necessary to model the proposed modifications to Highway 52 or the proposed reconstruction of the access road. The Highway 52 road will be expanded to a maximum width of 60 feet. The 60-foot-wide segment of road will be 1,245 feet in length. The road to the west of this 60-foot-wide segment will be reconstructed to taper and tie into the existing 40-foot-wide road over a length of 1,550 feet. The road to the east of the 60-foot-wide segment will be reconstructed to taper and tie into the existing 40-foot-wide road over a length of 660 feet. The crest elevation of the road will not be modified from existing in any location. The bridge and roadway model of Highway 52 in the Effective Model is roughly 6,000 feet in length, and 34 feet wide. The entire 6,000-foot length of road was widened to 60 feet in the Proposed Model to conservatively model the road widening project. Ms. Diana Aungst August 19, 2014 Page 3 The proposed reconstructed access road was modeled by adding a 52-foot-wide blocked obstruction to River Station 7565 in the Proposed Model. The elevation of the obstruction was set to match the Highway 52 road top elevation at that location. A HEC-RAS cross section plot showing the bridge and the proposed improvements is shown in Figure 2. It should be noted that a portion of the Highway 52 expansion extends into the floodway. Floodway modeling was not performed for the approved 2009 FHDP Application, and the Effective Model does not include the encroachment stations necessary for modeling the floodway. Therefore, floodway modeling has not been performed for this FHDP Application. RESULTS The results of the HEC-RAS modeling of the 100-year floodplain are summarized in Table 1. Modeling of the proposed improvements resulted in a 0.02 foot rise in the 100-year flood water surface elevation at River Station 7565, and a 0.01 foot rise at River Stations 7957, 9315, and 9884. Modeling of the proposed improvements also resulted in a 0.02 foot rise in the 100-year flood energy grade elevation at River Station 7565, and a 0.01 foot rise at River Stations 7957, 8652, 9884, and 10389. These increases in the 100-year flood water surface and energy grade elevations caused by the conservative modeling of the proposed improvements are insignificant. The proposed improvements will not adversely impact the 100-year floodplain. The easement and the Warranty Deed for the properties on which the proposed access road will be reconstructed are provided in Appendix B. No such documents are provided for the Highway 52 road widening because all work will be performed within the State of Colorado's highway easement. Additional attachments to this letter report include the completed FHDP Application Form, a notarized authorization letter, a No-Rise Certification, and a CD-ROM containing the HEC-RAS models. Please do not hesitate to contact Mark Severin or Grant Johnson at (303) 651-1468 if you have any questions or comments regarding this FHDP Application. Sincerely, DEERE &AULT CONSULTANTS, INC. yiv.7 Mark A. Severin, P.E. Grant R. Johnson Project Manager Project Engineer Attachments U:\0473 Boral Aggregates10473.003 Morton Lakes FHDP FHDP Application\Morton FHDP Hwy 52 Letter Report.docx 's• FLOODPLAIN DEVELOPMENT PERMIT (FHDP) APPLICATION 1.1' - �. ° ' 1` DEPARTMENT OF PLANNING SERVICES* 1555 N. 17TH AVENUE* GREELEY, CO 80631 *970-353-6100 EXT 3540* FAX 970-304-6498 FOR PLANNING DEPARTMENT USE: DATE RECEIVED: AMOUNT$ CASE#ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number: S E E _ A T _ T - A C _ H E D (12 digit number-found on Tax I D information,obtainable at the Weld County Assessor's Office www.co.weld.co.us). Waterway Name: South Platte River Flood Insurance Rate Map (FIRM) Panel#: 08026E-0981c Legal Description Parts of:Sections 1 and 6;T1N;Ranee 66 and 67W , Section 1 , Township 1 N, Range 67 W 6 1 66 FEE OWNER(S) OF THE PROPERTY: Name: Ready Mixed Concrete Company Company: Work Phone#: (303)292-1771 Email Address: tim.seczeoanski(rtboral.com Street Address : 4395 Washington Street City/State/Zip Code: Denver,Colorado 80216 APPLICANT OR AUTHORIZED AGENT(See Below`:Authorization must accompany all applications signed by Authorized Agent) Name: Tint Szczenanski.Controller _ - Company: Ready Mixed Concrete Company Work Phone#: (303)292-1771 Email Address: thn.szezenanskir2boral.com Street Address : 4395 Washington Street City/State/Zip Code: Denver.Colorado 80216 1. General Description of Proposed Development: (Please check all that apply) Residential Home Non-Residential Manufactured of Mobile ❑New Construction ❑ New Construction ❑On Single Lot ❑Addition or Improvements lI Addition or Improvements ❑In Mobile Home Park ❑In Subdivision ® Fill Material ❑Fill Material ❑Fill Material Subdivision ❑Watercourse Alteration ❑In Mobile Home ❑Other 2. Brief Narrative Description of Proposed Development: Widening of 3500-ft-long segment of Hwy 52 located west of South Platte River. Reconstruction of access road to Morton Lakes site located on south side of Hwy 52. 3. Property located in designated FW(Floodway) District? Yes® No C) (If yes, certification and engineering calculations shall be provided by a registered Professional Engineer (P.E.) that the property use or structure, when built, will not cause any increase in floodwater levels during an intermediate regional flood (100-year flood) and will not limit or restrict the flow capacity of the floodway.) 4. Is the property located in a designated FP-1 (100-yr Floodplain)or FP-2 (500-yr Floodplain) District? Yes e) No U Signatu : 0 7er or Authorized Agent to Signature: Owner or Authorized Agent Date \W-1 � �c 4 cL�sk Print: Owner or Authorized Agent Print: Owner or Authorized Agent *If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included showing the signatory has to legal authority to sign for the corporation. FHDP APPLICATION: PARCEL NUMBERS 1469 0140 0002 1469 0140 0034 UNANIMOUS WRITTEN CONSENT OF THE BOARD OF DIRECTORS OF READY MIXED CONCRETE COMPANY The undersigned, being all of the members of the Board of Directors of Ready Mixed Concrete Company, a Colorado corporation (the "Corporation"), acting by unanimous written consent, hereby ratify, adopt, approve and authorize the actions set forth below and hereby direct the Secretary of the Corporation to place this consent in the minutes of the proceedings of the Board of Directors of the Corporation. 1. Election of Officer. The Board of Directors hereby elects Tim Szczepanski as Controller of the Corporation, effective August 5,2014. 2. Election of Other Officers. The Board of Directors hereby ratifies, confirms and appoints the other officers of the Corporation to the positions set forth below in Section 3 of these resolutions, to serve until each of their successors is appointed and qualified, or until his or her earlier death,resignation or removal from office. 3. Current Officers. Accordingly, the following individuals constitute all of the officers of the Corporation, and the offices held by them as of the date below: Terence J. Peterson Chairman of the Board of Directors,President Ernest C.McLean III Vice President and Secretary Oren Post Vice President. Treasurer, and Assistant Secretary Tim Szczepanski Controller Lynn M. Turner Assistant Treasurer Executed by the undersigned, being all of the members of the Board of Directors of the Corporation, on the date set forth below. August 1 , 2014 — Al Borm August ? ,2014 • Terence J. Peterson August 7 , 2014 _ _ Ernest C. McLean III August ' , 2014 n Ore Post :- tiBora:US Corporate Information\Boral US Resolutions--M:nuies\RMCCIRMCC 080514-Elect-do doc I, Susan Pedersen, a notary in Forsyth County, Georgia, attest that the Board of Directors shown above signed the attached written consent electing Tim Szczepanski as Controller of Ready Mixed Concrete Company this 13th day of August,2014. Signature SUSAN PEDERSEN MOWN LIC MAIN Cain alC110 A (SEAL) wr oo+umneas OOO% PE4,",,i tf N .ch LU d PLANNING DEPARTMENT 4141411 1555 N 17TH AVENUE GREELEY, COLORADO 80631 WEBSITE: WWW.CO.WELD.CO.US WI PHONE: (970) 356-6100, EXT. 3540 FAX: (970)304-6498 e COLORADO "NO-RISE" CERTIFICATION This is to certify that I am a duly qualified, registered, professional engineer licensed to practice in the State of Colorado. It is further to certify that the attached technical data supports the fact that the proposed Highway 52 widening and access road reconstruction (insert development activity) will not impact the 100-year flood elevations, floodway elevations, or floodway widths at unpublished cross-sections in the vicinity of the proposed development activity and will not impact the 100-year flood elevations, floodway elevations, or floodway widths on the South Platte River (insert the name of the waterway) at published sections in the Flood Insurance Study for Unincorporated Weld County dated September 22, 1999. The "No-rise" Certificate is supported with hydrologic and hydraulic modeling used to determine the floodway elevations, floodway widths, 100-year flood elevations, and/or 100-year floodplain widths. Attached are the following documents that support my findings: FHDP Letter Report w/ CD ROM containing computer models Wet Stamp,Signature,Date August 19, 2014 Date: Signature./i /�i� �s �0�,��1�, 111!rz� �o� Title: Principal .,,��ti4,e3DR1Gjdj , y 1 Firm Name: Deere & Ault Consultants, Inc. p' gy`• p. S .� •.. ' • Address: 600 S. Airport Rd, Bldg A, Suite 205 • �4 Longmont, CO 80503 I�/ Av, City, State, Zip: gm (303) 651-1468 `ss/!`0/0 ;r� \ ��`' Telephone: „,�, ,,.... Facsimile: (303) 651-1469 E-Mail: Mark.Severin@deereault.com M:IPLANNING\Kris\Web Site\Floodplain\o-Rise Certificate.doc TABLES & FIGURES Table 1 Effect of Proposed Improvements on 100-Year Roodplain Previous Models 2014 FHDPApplication _ Published 2009 FHDP Before Proposed With Proposed fffect of Proposed BFE(RS) by QvilArts Improvements Improvements Improvements _ FBVIACross HEGRAS W.S B W.S B W.S B EG. B W.S B EG. B Inc. in W.S B Inc. in EG. B Section Cross Section Description (ft NAVD88) (ft NAVD88) (ft NAVD88) (ft NAVD88) (ft NAVD88) (ft NAVD88) (ft) (ft) 16851 RN 100 4912.95 4912.95 4913.35 4912.95 4913.35 0.00 0.00 AM 15931 15 4909.0 4910.28 4910.28 4911.55 4910.28 4911.55 0.00 0.00 - 14746 14 4908.37 4908.36 4908.52 4908.36 4908.52 0.00 0.00 13857 13 4907.53 4907.53 4907.67 4907.53 4907.67 0.00 0.00 12604 Berm 4905.82 4905.60 4906.53 4905.60 4906.53 0.00 0.00 12381 11 4905.34 4905.34 4905.84 4905.34 4905.84 0.00 0.00 AL 11207 10 4903.7 4903.56 4903.55 4903.64 4903.55 4903.64 0.00 0.00 - 10389 9 4903.15 4903.14 4903.20 4903.14 4903.21 0.00 +0.01 _ 9884 8 4903.00 4902.99 4903.02 4903.00 4903.03 +0.01 +0.01 9315 7 4902.91 4902.90 4902.93 4902.91 4902.93 +0.01 0.00 8652 5 4902.81 4902.80 4902.82 4902.80 4902.83 0.00 +0.01 7957 4 4902.14 4902.12 4902.68 4902.13 4902.69 +0.01 +0.01 AK 7565 3 4901.2 _ 4901.34 4901.31 4902.06 4901.33 4902.08 +0.02 +0.02 7498.5 Hwy 52 _ _ A. 7438 2 4899.3 4899.35 4899.35 4901.13 4899.35 4901.13 0.00 0.00 6768 1 4899.71 4899.71 4899.82 4899.71 4899.82 0.00 0.00 Al 4700 Al 4894.7 4898.24 4898.24 4898.56 4898.24 4898.56 0.00 0.00 Note:NGVD29+2.92 ft=NAVD88 ,..,_/ r _ Z Z !. ! i N ,--• ,,i �i / • �ormarait r 4' ai .. gl 0 400 800 Ready Mixed Concrete Company �� _=-r _ Proposed Hwy 52 FeetCm ■ ,�- J �' 4395 Washington Street , :l Modification (Red) ,` Denver, CO 80216 �' 1'° I II if,/ ,,.."--' i gMl ; f1 :, ' ( olailiplaw c . ..,._. \ L ":J"1_f iN 1 1•J ' �� f /♦/`' Section 013 ��Section 012 -i-._s ,' LiSection 0 1 Section 036 ," Proposed Access Road ' Reconstruction • s, R67W R 67 W •_'° ' .� ,1 �. ..*j...''N.•71 16 i 1. .---'-- I- _,.E.:t'-- ---- —r---.- r R 66 W R 66 W ., r, �.� ! 9� .`'t •\ --" ' 1,c.:. suer 6 ..;�. 7 4',-4 —_UM ' ,• 1 ice- \ mss. '~'*•^ `Ir- _- :. — h .. * PO N, R ,,` \ `.�-•• - i" Reis 10e is ,_.. 3- C "� f 3a tip , ` i�6"' { � , A�(t,r'Ilk ` �7 52 'I - di-.A �'•• o Section 018 ,* .1, ,`` Section 007 # ; Sec io 00.--- ,� q� Section 031".,..r.....,.e.i..r'-: 1 I- // ? 'CD i� ice• �S ',g•-•,,.,;..2,4 �Q �, `4ar� OCUIQg P/pttp `RivTr co c b _ /� 1 7 ��i"• -ten, .dr•�Kw�• .�!! - S' 4! 4 _ • -co 1 {� ,i BFE = 4901.2 )K-° T , , " m BFE = 4909.0 1.72;•••41-4 =•;" >^- - ii;?2r,4,.i. FHDP APPLICATION MAP JBFE°= 4899.3 sw . ''` '*"� 5 HWY 52 MODIFICATIONS AT MORTON LAKES Legend *""_ 1 ;-1?- FE=4903.7 L �^� Fort Lupton a FEMA Cross Section r � RMCC Property Line _ ~ E FIGURE NO: �'— _ i.„--,'T .1 =' Note 1: Flood lain and floodway boundaries based on m HEC-RAS Cross Section — Floodway Extents -Approximate FEMA FBFM Panel 080266-0012 dated Sept. 28, 1990. CONSiJLTANTs,JNc. oNote 2:All elevations shown on this map are relative DATE: JOB NO: 5 ® Highway 52 Modification Area „ 100-Year Floodplain Extent-Approx to the NAVD88 vertical datum. 8/19/2014 ( 0473.003.00 Figure 2 Highway 52 HEC-RAS Cross Section Morton Lakes FHDP 2014 Plan: Plan 2 Proposed 8/14/2014 Hwy 52 5 .035 . 4910 0 Legend Proposed Highway 52 5 EG 100yr Widening Extents < `I WS 100yr T 60-Ft-Wide Crit 100yr 4905 \ < Section • Ground • Bank Sta miiimmmis Pier Debris \ 1. 4900 ■ I:, _...... C 1 o N W ■ 4895 Proposed Access Road Illiit• I 4890 ii 4885 -4000 -3000 -2000 -1000 0 1000 2000 3000 Station(ft) APPENDIX A SELECTED SHEETS FROM CONSTRUCTION PLAN SET 1 TOP pF CUT STA. 1001+60 20.27'LT (TYP.) - MATCH EXI5ITING SHOULDER T TOE OF FILL �� 0 -- T - - T — T i - - - T -- -0- i -(�Y�.)T - - T - -- r 0— T -- - T — — — T - -- JO C Itrowwnarabelow 0 - - - _ -( - O �- — T - -- O - - T - - - T 1_4/-17_1 — T — O -- T --- T - - - T - - - - - T - - - T -_7, - - T - - C Call before you dig _ /r——rfti_?_ft_— rr o———r— O —— ———it— T-->r =7r I—�r#= —T =�r---—rr—T——;v—==.0—T —iiT + 77_r iii-- ii— /T———ir —;� —ri —rr#—/:= ;7 o= v — i —rr— i 3.0 rjk r / / - T - - — T — -- — T — — — T - E O 0 - — - — - — - -O- - _ r -=_ T- _ O_ .- --- _- - - - - - / / O C \ 0 �\ TYPE II 0 STA. 1001+60,12;32'LT l r \\ / . (2 CRYSTAL) (TYP.) ' I m MATCH EXISIING, EDGE LINE \ / SAWCUT (2'FROM EOP) o `._ BEGIN 761'REDIRECT TAPER >,, • Co- ' BEGIN MILL OVERLAY OO--------------- ------------------------------- - ----------------- O . SH 52 / • I i 4 SH 52 GEOMETRY 7 )11.- `N / K\ CENTER 4I'N NYELLOW; WILZE STATION NORTHING EASTING --1---4 �� - . �` . EDGE LINE - - - ---- i' - WHITE, 4" WIDE LUPTON BOTTOM DITCH PUB STA. 1000+00.00 124375.04 67628.77 — —Fp—i.— wI i T"Il---Fo---Fo-- z-ro— — _ ---71"----; = = -= _-� - - - - - - - - .. - - _1 a ---x---xL- x— x x -��--x-- J _ FO— — — _ _ — — — POE STA. 1037+00.00 124397.13 71328.70 w x- x----=.---- _ 916---- ---=-- --- o— — —F0—— (, - 0=- - a I— 00 w - E — ,91—_ _—fir— x=Q —x x x x =x—=x =c =X x _ -X— E _7r— X-=x=-E _4 _ BEARING N 89°39'28" E Lai 6° 1 O +z a EL 4910 CL-go r' 4 910 Z �w Q I- 'ED-' Q 5 VI m (nor W Z J 2 o U 0 o Io o il- 0 o rn EV C PGL (MATCH o � ° o uM' o o o 1 EXISTING GRADE) o m m 4. 0.o ----- a_ w N J O ii O Cr') ------------------ -0.46% 0.40% > W > w a. w n I0.28% e -0.21% > 0.21'/. 4900 _ \---elEXISTING 4900 GROUND IS 0 a n i U 6 on n Inc O .1-a 4 7 I-i o CD C .!° I o 3 100000 1001+Q0 1002100 1003+00 100400 1005+00 2 O' , g Zs 'a V sI o d 0 n .- 0' 20' 40' a Print Date: 7/10/2014 Sheet Revisions As Constructed HOLTON SAND & GRAVEL PIT SH 52 Project No./Code File Name: 114053DE5_Planl.d n Ready Mixed Concrete Company �o g Dote: Comments Init. a division of BoralConstruetion Materials ROADWAY PLAN a 0 Horiz. Scale: 1:40 Vert. Scale: As Noted No Revisions: & PROFILE n 6300 South Syracuse Way,Suite 600 Denver,4395 Washington Street Designer: MET Structure no FE45BURG Centennial,CO60111 �� CO 80215 Revised: N Phone:303 383 6456 Detailer• JMD Numbers Hour s Phone:303.721.1440 00 UILLCVIG Fax:3o3.721.0832 - FAX:303-295-0470 Void: ' Sheet Number Nn = Sheet Subset: ROADWAY Subset Sheets: PLN-1 of 7 811. --` i T - T — — — T — T — — — T — — — T — — T — �— T — T \ - - 1 — T — }— T — T— T —T— T —T — T — T \ \_ T — P T T —T — T wwna�+s6elow D - - — I - - - T — — — - - T - - - T1YPE II T — - - - - T T - - T — - - T — — — Cmar:b al eyou it' ii —// -// // rr ii ft- # // (2�iRI�S 'Ate FF fP) ri+ a a /i //# ii r� /L I._ - ii I/ o + rr rr _�% �i ri- 1- T - - - T _T - -- T -(Q - T - -_ ,__=T=-- -F,= T' —=T- —T-- - T--�- -- T"---Tom"T I. T --�- T--- T-- - T - - - T - T - T O -- T - - - T - - - T - - - T )- - T - - - T - - T - -- T - - TREMQVE EXITING T - - - T 0- - T - - - T - - - T T - - T - - - T - 0 DELINEATOR 0 0 TOE OF FILL STA. 1009+41.06, 4'LT. SAWCUT (2'FROM EOP) (TYP) O3- co- Oa / END REDIRECT TAPER N �—i F SH 52 F i . . . \ I . N RESET EXISTING MILE MARKER POST I / t CENTER LINES \\ YELLOW, 4" WIDE I / EXISTING T MILE PLACE)ER EDGE LINE A EXISTING DELINEATOR -` WHITE, 4" WIDE \ / (PROTECT IN PLACE) LUPTON BOTTOM DITCH-_ . \ '„, ci 1 r O 1 O O .. O 4910~ 4 910 I- Q I` I— N (/) W W Z z JI J I 0 0 I— i— aa 0 a0. 0 0 M o � i.r, �• aIn oa• g _ CT ci o cD m co ° a + a PGL (MATCH Q, 0 0 0 o „r o d 00 I o EXISTING GRADE) 00 o N J , _i " _I II ", "_ ' _ W E.. W d W ' W J W j W ; W 0.24% e ❑.08X > -0.117. -0.b8/. 0.02%e 0.007. O -0. 4900 — - 4900 E a I EX STING GROUND an i• wao c N n� N 0 F, v,a - 4' i0 OO U .3 T E 9 1005.00 1006-00 1007.00 1008.00 1009-00 1010,00 I 2' �a d� of 3 o 0 0. o� n o 0' 20' 40' wa Print Date: 7/10/2014 Sheet Revisions Ready Mixed Concrete Company As Constructed HOLTON SAND & GRAVEL PIT SH 52 Project No./Code �o File Name: 114053DES_PIan2.dgn Dote: Comments Init. ROADWAY PLAN m o Horiz. Scale: 1:40 Vert. Scale: As Noted = a division of Boral Construction Materials No Revisions: & PROFILE a - N< 6300 South Syracuse Way,Suite 600 4395 Washington Street Designer: MET Structure iv o FELssuRG Centennial,CO60111 �� Denver,CO 80215 Revised: N Phone:303 383 6456 Detailer: JMD Numbers HoLT s Phone:Centennial, C 1.1441 00 ULLEVIG Fax:303.721.0832 FAX:303-295-0470 Void: Sheet Number Nn Sheet Subset: ROADWAY Subset Sheets: PLN 2of 7 kilt RESET EXISTING TOE OF FILL - T - - - T - T O DELINEATOR 0. --rl- o---# /rrr __+- — - — - — — - - it- - y/ (TYP) — - — — d` - — - — - - - — ! - _ J _ I- —' - cs N �� - - T --- I - - - T - - I - T T T — O O O 0 O SAWCUT (TYP.) (2' FROM SOP) 60 j F c\ SH 52 lIP- t CENTER LINES / YELLOW, 4" WIDE EDGE LINE STA. 1014+10.90, 12.00' RT. - - WHITE, 4" WIDE EXISTING DELINEATOR BEGIN TRANSITION TAPER - (PROTECT IN PLACE) --x-9k'- E -x- ==x=91-1-x= -+-x=-E =x=-0-1=lx=x=Ex=/ -..- -4344=X= 7 =x== =x--c€ x=-mac-0k# = x=E- G STA. 1014+10.86, 18.61'RT. TYPE II G O BEGIN SHOULDER TAPER (2 CRYSTAL) (TYP.) O g Z O O 4910". - - - - - ^;4910 Q Q I- I- U) (/) W W Z Z .-. .-. J J _ I a a 2 o O 0 0 0 � Ov O � 0 `n ocn o - o O O rn O ' O r') O N O • O •00 � o PGL (MATCH rno 00 00 0 o N - EXISTING GRADE) o I 3 3 1- 3 o o O o j W 0T_ w j w a w 0_ w a )4% O -0.09/ - O 0.10% O -0.10/ O -0.06/ ____ � 0.01/ E 4900 - - - 4900 ro EXISTING GROUND 0 a n w 0n N 'n 0 - o a - 4' 7i! no O.O i U I i 1011-OD 1012.00 1013.00 1014.00 1015-00 1016-00 I 2' �n ea o' U 0' M 2 0' 20' 40' Print Dote: 7/10/2014 Sheet Revisions Ready Mixed Concrete Company As Constructed HOLTON SAND & GRAVEL PIT SH 52 Project No./Code Jo File Name: 114053DES_PIan3.dgn Dote: Comments Init. P y ROADWAY PLAN mu Horiz. Scale: 1:40 Vert. Scale: As Noted O a division of Boral Construction Materials No Revisions: in 6300 South Syracuse Way,Suite 600 4395 Washington Street PROFILE .vo RI Fe�seur;c 6300Cent SouthSO8olt1 O Denver,CO 80216 Revised: Designer: MET Structure /i nc .r s Phone:303.721.1440 = Phone:303-383-6456 Retailer: JMD Numbers `0 ` ri.'-ivic Fax:303.721.0832 FAX: 303-295-0470 Void: Sheet Number Nn Q Sheet Subset: ROADWAY Subset Sheets: PLN-3 of 7 STA. 1018+80.67, 32' LT 82e11. _ _ h-END.fND ANCHORAGE Q TOE OF FILL O STA. 1020+30.67, 32'LT T - __ NSW E G1_(F - T BEGIN TYPE 3 .GUARDRAIL (TYP) —— END_TYPET 3—GUARDRALL— �� — =Ti —_= Tf O O T — — — T —� BEGIN' END ANCHORAGE �x T x —x--T X-- \ / // // /iT —x GRAVEL IAEiCESS (TYP)_-0 �. + �` `�.a x=L�\ x X� x —x X x — X x + _ _ '� T_�� itr.wwnarabelow _I = T__ _ _ _ _ _ OO `(*�. \ - 0 RESET R=25 MIN. YP.) ��befdeyou dlg,— _�/ / i T —— T — — — 1 �, _ i N C'J EXISTING ) 0 ~ i 0 ` O RESET EXISTING--\ O / SIGN , TA. 1018+43.11, 32'LT 6z DELINEATOR; - r/ SAWCUT (TYP.) (2'FROM EDP) �' RFGIN FND ANCHORAGE `� . .I . I .. . .. • t • • - - - - - . - - . I II I { 0STA. 1020+68.17, 32'LT EDGE LINE II II N t WHITE, 4" WIDE SH 52 END END ANCHORAGE II II , , REMOVE EXISTING CENTER LINES II I t N RESET EXISTING DELINEATOR YELLOW, 4" WIDE ( DELINEATOR-\ -STA. 1017+10.66, 24.00'RT. I N• \ // // -� N.. ` - END TRANSITION TAPER I --T-- \-7-7-�7_-_: STA. 1019+96.72, 28 / RT , - \ I7 O _ _ _ _ END END ANCHORAGE _ _ _ _ _ _ - _ =Ex- x=96�_ - _ �-O-H-. -- E_ �i —x=9b�_ E -Y- r{�H - =E -x- x 011-> �I+-x--- -x--x O STA. 1018+32.24, 27.20'RT , RESET O STA. 1017+10.64 28.00'RT. RESET MAILBOX 1 STA. 1019+59.22 28' RT O Z END TYPE 3 GUARDRAIL SIGN O END SHOULDER TAPER STA. 1018+34.22,28'R'T O = BEGIN END ANCHORAGE O BEGIN END ANCHORAGE 0 I O STA. 1018+71.22, 28'RT Cl_ 0 SEE CULVERT PLANS FOR DETAILS END END ANCHORAGE J O BEGIN TYPE 3 GUARDRAIL O 4910.-4 -- .-r 4910 Q Q I— H In La W Z Z J J _ _ U U I— I— Q Mo ._________ ............ .________....-0 o 0 0 M in 0 No 0 o <r o o r) o r-) o o • o •a o o O ^ o � o PGL (MATCH a, 0, oo � o o .°' E EXISTING GRADE) o 't N N a' S.? , o J ° J ` J . J , -1 w > w j w > w a w j w 3 0.117 _V -0.00% O 0.02'/. o- -0.107 - e 0.04'/. -0. 4900 - 4900 .. \ EXISTING GROUND 5.n N Wd N off U - 1016.00 101700 1018+00 1019+00 1020-00 1021+00 I 2' .p a �O O Zs V O o n 0 O o 0' 20' 4 p' -a Print Date: 7/10/2014 Sheet Revisions Ready Mixed Concrete Company As Constructed HOLTON SAND & GRAVEL PIT SH 52 Project No./Code Jo File Name: 114053DES_PIan4.dgn Dote: Comments Init. ROADWAY PLAN a 0 Horiz. Scale: 1:40 Vert. Scale: As Noted = a division of Boral Construction Materials No Revisions: & PROFILE n 6300 South Syracuse Way,Suite 600 4395 Washington Street Designer: MET Structure Fl o FE45BURG Centennial,CO80111 �� Denver,CO 80216 Revised: N Phone:303 383 6456 Detailer: JMD Numbers Hours Phone:Centennial, C 1.1441 00 ui.Levie Fax:303.721.0832 FAX:303-295-0470 Void: Sheet Number Nn = Sheet Subset: ROADWAY Subset Sheets; PLN-4 of 7 S1', Q p O O Q - T -- - T - -- T T C O O O O 0 -- x- x-- x - x- x x C N N N N TOE OF FILL N C 0 0 0 0 (TYP) 0 C SAWCUT (TYP.) (2'FROM EOP) co 411E . N F N � t SH 52 I i STA. 1022+10.84, 24.00'RT. I t N CENTER LINES BEGIN 50' RADIUS -.).. { YELLOW, 4" WIDE W t U t EDGE LINE 0 U WHITE, 4" WIDE iF- W - w� >. - - F -_-" i�FTx=x=fix= --- <=17X=- -fiP�=-4_--- --Qki —x=— —x-- >g+�c— —€--Y- _rl 0 STA. 1022+50.56, 57.90'RT Q Z I RESET EXISTING p � STA. 1023+54.86,24.00' RT. DELINEATOR O p RELOCATE EXISTING U END RADIUS Oims Lt O POWER POLE Tp QQt STA. 1022+64.84, 77.16'RT. I f 1 STA. 1023+00.87, 78.84' RT. 1� N END RADIUS 1 N p BEGIN 50'RADIUS p /(f EXISTING PROPERTY LINE 4910 I EXISTING EASEMENT Q F- U) 4910 W W Z Z J 1 I I U C) a a 2 2 O O O 0 O O O O -n o o - O o �O r a n O �"� O N_ O N N O O •No n0 PGL (MATCH o • o O •O oo o d- o d- EXISTING GRADE) N N N N O O O O J J n J 0_ w D- W C W a_ W 0_ W d )5/ > 0.05% 0 -0.15% $ _ 0.02% > 0.037 0 0.03% C 4900 O - - 4900 aP w 6 EXISTING GROUND SI M N O va - 4. co rno cV •Ii # 12, o�,', 1022-00 102300 1024-00 1025-00 1026-00 1027-00 V I O Dp 0 O M ` 0' 20' 40' oa Print Dote: ?/10/2014 Sheet Revisions Ready Mixed Concrete Company As Constructed HOLTON SAND & GRAVEL PIT SH 52 Project No./Code Lo File Name: 114053DES_PIan5.dgn Dote: Comments Init. ROADWAY PLAN mu- Horiz. Scale: 1:40 Vert. Scale: As Noted O " a division of Boral Construction Materials No Revisions: PROFILE 6300 South Syracuse Way,Suite 600 4395 Washington Street -Centennial, O Denver,CO 80216 Revised: Designer: MET Structure No IN Fe�seur;c 6300 /i II(ll-r s Phone:303.721.1440 Phone:303 383 6456 Detailer: JMD Numbers =0 ` uti.i-\'1° Fax:3o3.72tD832 FAX: 303-295-0470 Void: Sheet Number Nn Q Sheet Subset: ROADWAY Subset Sheets: PLN-5of 7 T - - - T _ T --- T — T - - _T - - - T - - - T — — T = T.---- T - - - T — T — T - - w4. o--FILL T — Lx_- - - T ��p —x———x———x--— 1-4-2. ——x———x—5— x.— x— x X x x x X x x. x Y x fix— x x— x -q'y-) x x—�x x „Le p,'ifs — { I � Q Q p Q (2 CRYSTAL) (TYP.) 0 — T — T T 1 T -- - T+-- - - I - - - T — — — — — + - -- -- - - - - _ —UT -- - T - - - T - - - T+— — — T — _ �F -- = F -- - - — - — - Know whathbelow. - — - �!�I��l� - — — T - T - — T — - T - _ _ - 9 Calbefore Yau 1 CENTER LINES y //-1-� N `SAWCUT (TYP.) RESET (N N ) YELLOW,4" WIDE' �• 0 (2'FROM EOP) DELINEATORS0 0 't' O I z i z ' - 3-UL-111-2_9±5-_,572-4. �Z-1 - BEGIN SHOULDER TAPER I �_ R STA. 1027+35.37 STA. 1029+ 5.16, 24.00'LT. , S H 5 2 BEGIN REDIRECT TAPER BEGIN TRAN-SITION_T_A1ER \----•� '�� - •� /i R=25'MIN. (TYP) STA. 1029+55.09, 12.00' LT. 1\\ 1 I ' I� ` /� B �� END TRANSITION TAPER , 1 I - EDGE LINE - - - - - - - i -j i _ - - - - - I �/ - - - - - WHITE, 4 WIDE-- I � 1- I - T - - - - - T - i --- ,4- -1111---;•- E _.-0-H�-i--l€X T -- - T - - - T - - - T - - - T - - - T _ - T - T T - - - - T - T - - T- -- - = _i '=- c—-X —-u-€-x--x-{3H x x---E-x==x=-D-kk= -E---=x0-H- -- x== - 0,-1 -x=-EX _- ---x==E =IN=x= € STA. 1028+56.68 25.62'RT STA. 1030+93.28, 24.00' RT. STA. 1027+84.06, 24.89'RT RESET EXISTING MAILBOX RESET BEGIN TRANSITION TAPER O RESET EXISTING MAILBOX DELINEATORS O O STA. 1030+96.01,28.00'RT. O O BEGIN SHOULDER TAPER O T NEW EDGE OF Lc)N- GRAVEL ACCESS (TYP) N N M 0 O 4 910 .-4 - - .-r 4 910 Q Q I- i— v) La W Z z _J :� J J _ _ U O I- i- < a m 0 0....... p- 0 a m 00 - CV o N O c,, o r.,-, o r� o t.,-) o • p • O . 0 •• o • 0 0 crio PGL (MATCH o O N o NI 0 EXISTING GRADE) o o o d n • a w a w d w w > w E. w > > > 0.03X -0.00X. 0.067. e 0.047 9 -0.02/- 0 -0. 4900 - - 4900 En O EXISTING GROUND an w^' on n c I ill o a o 4 ? cn0 .5° U II 102700 102800 102900 103000 103100 1032*00 O 0' 20' 40' 2 O2 oa Print Date: 7/10/2014 Sheet Revisions Ready Mixed Concrete Company As Constructed HOLTON SAND & GRAVEL PIT SH 52 project No./Code L,o File Name: 114053DES_Plan6.dgn Dote: Comments Init. ROADWAY PLAN � Horiz. Scale: 1:40 Vert. Scale: As Noted = a division of Boral Construction Materials No Revisions: & PROFILE a 6300 South Syracuse Way,Suite 600 4395 Washington Street Designer: MET Structure n o FELSBURG Centennial,CO80111 �� Denver,CO 80215 Revised: N Phone:303 383 6456 Detwiler• JMD Numbers H o u'r s Phone:Centennial, C 1.1441 00 ULLCVIG Fax:303.721.0832 FAX:303-295-0470 Void: Sheet Number Nn I = Sheet Subset: ROADWAY Subset Sheets: PLN-6of 7 811a - - T - - - T - - - T - -- T — — T — -- T - - - T T — T -- - T_— - -,—x x x x x x x x x x x — x xX x x x Tx=—i � `�� O TYPE II (2 CRYSTAL) (TYP.) — — — O x T — I STA. 1036+15.10, 11.93'LT. _cc)` _+_ _ =-i T---T T----_ - T - - T END REDIRECT TAPER �+ Knwwhat%below t _ - 4:— — _ — _ _ _ _ — - — MATCH_EXISTING x T Can before yroudig, - — - — - Ln I CO END MILL —8c OVERLAY I--x---x---x� N) SAWCUT (TYP- (2' FROM EDP) rr) STA. 1036+15.15, 20.58'LT. V-) / Q Q END SHOULDER TAPER TOE OF FILL (TYP.) N- 1 M H EXISTING �O - T - _ j - j - T - - - T T - - - T - T \ r -.4(- o - - _ , . \ , ‘,____ I - \ STA. 1033+14.95, 11.96'RT. SH 52 END TRANSITION TAPER I 1 o I F x x- -o x x - x x -x --x---x� I / o o Ac REMOVE--r---- EDGE LINE t-, /� DELINEATORS I / T - - ,� WHITE, 4" WIDE •'- r�,1 h x X91 �c= - T -i-- T --- T - - - T - - - :1---'-' _O i T 1 — � 1= — — OH - -� OH — — — E OH —x— - - —OBI x=—-- — =x —E—x=0-H —x— =x= =x0 _—x—E— ==x l =-x —x=BkIX=— x —E x——- ST — — _ STA. 1032+68.27, 18.65'RT. CENTER LINES z YELLOW, 4" WIDE EXISTING SIGN - O END SHOULDER TAPER (PROTECT IN PLACE) MATCH EXISTING 0 In in H �v to acoz O - cr, CC 0 4910 d X Q = H o Q � V) z i— , W V) -, w Z r--r J I 0 I— Q m o- o 0 o r� • Eno o - - o - O r.-, O M O M CO O r7 La M O • O - O • O r* o .d- o PGL (MATCH ,n o o co 0 K> o a EXISTING GRADE) o o 01 o � w d.w 2w E. a] aw rf )07 >O 0.057 e -0.057. e 0.027 e0,19% 4900 - 4900 c I EXISTING GROUND O m W. N M N N �a I- .,o a+ I 0 0 0-., 1033+00 1034+00 1035+00 1036+00 1037+00 I 2' ig II> o ' . a 0 o 0 O 0' 20' 40' el 8 0a Print Date: 7/10/2014 Sheet Revisions As Constructed HOLTON SAND & GRAVEL PIT SH 52 Project No./Code ?o File Name: 114053DES—PIan7.dgn Dote: Comments Init. Ready Mixed Concrete Company ROADWAY PLAN a Horiz. Scale: 1:40 Vert. Scale: As Noted = a division of Boral Construction Materials No Revisions: & PROFILE �� 6300 South Syracuse Way,Suite 600 D395env Washington Street Designer: MET Structure iv 6 Fa-SWAG Centennial,OO80111 �� Denver,CO 80215 Revised: N Phone:303 383 6456 Detwiler: JMD Numbers H O LT S, Phone:303.721.1440 00 30ui-LCVIG Fax:303.721.0832 FAX:303-295-0470 Void: Sheet Number — 1 = Sheet Subset: ROADWAY Subset Sheets: PLN-7 of 7 APPENDIX B EASEMENT AND SPECIAL WARRANTY DEED 3 1 111111111111111111111 11111111111111111i 1111111 III 11111 III IIII 3475173 05/11/2007 10:19A Weld County, CO 1 of 2 R 11.00 0 0.00 Steve Moreno Clerk&Recorder ACCESS EASEMENT AGREEMENT This Agreement is made this day of /'a y ,2007, between A&W Water Service,Inc. (Grantors)whose address is Box 847,Fort Lupton, Colorado 80621 and Wright Investment Group, Inc. (Grantees) whose legal address is Box 73, Fort Lupton, Colorado 80621. For and in consideration of Ten Dollars($10)and other good and valuable consideration, Grantors hereby grants to Grantees,their Successors and Assigns, a non-exclusive access, ingress and egress easement through Lot A,Recorded Exemption No. 1469-01-4-RE-2526,Reception No. 2728138, recorded October 21, 1999, which is a part of the NE 1/4, SE 1/4, Section 1, Township 1N, Range 67 West of the 6°i Principal Meridian, County of Weld, of Colorado. Said easement is more particularly described as: The west thirty(30)feet of Lot A, Recorded Exemption No. 1469-01-4,RE-2526, Reception No. 2728138, recorded October 21, 1999. Grantees shall have the use and enjoyment of the aforesaid easement for access, ingress and egress to and from Lots A and B, Recorded Exemption No. 1469-01-4-RE-4569,Reception No. 3473121, recorded May 2, 2007 in the records of Weld County, Colorado. Respecting the foregoing, each and every one of the benefits and burdens of this Agreement shall inure to and be binding upon the respective legal representatives,heirs, executors, administrators, successors and assigns of the parties hereto. ' 1111111 1111111111111111111111111111I11I 1111111111111111 3475173 05/11/2007 10:19A Weld County, Ca 2 of 2 R 11.00 D 0.00 Steve Moreno Clerk&Recorder IN WITNESS WHEREOF', the parties hereto have executed this instrument as of the day and year first above written. GRANTORS: By: f71 � Donald G_Wri t, Vice President A&W Water Service,Inc. STATE OF COLORADO ) •q Y► f/ '. COUNTY OF WELD ) ($'/ T ;.. % /The foregoin f instrument was acknowledged before 1. y.PU: 'fie': V Qlal c (, W yS 9\ . '.. '14) Y �/ `'-,-*"-2007 '�"r� as Grantor,this`•� • da of J1 }— Ua7. -•• r.�i ;;i My commission expires l - Ck o�oC);-.) Witness my hand and official.seal. Notary bhc g'iho- S 5 = - t., _4s 3 fy S 1;zee y- _$_°- 2. !' 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Ivy ¢ (Z .0 4 o I IOIIII 11111 IIIII IIII IIII1 NIIII 111111 III I11111III IIII /3� s p 138 R110 n0 999 03:38P D 0.00 Weld County ounry teuM ro CO amv 0 D I_ D X H \ , D 0 \ \ 0 . 1469-01--4-R E 2 526 ~g' - j A TRACT OF LAND LOCATED IN THE SOUTHEAST LEGAL DESCRIPTION: m 31 I■ Qi U AR TE R OF SECTION ONE, TOWNSHIP ONE The North 20 acres of the Eost 25 acr'e5 of the West 30 acres of the NE1 4 SE1/4 of 4`'" w� • 1 I Q I i NORTH, RANGE S I X TY-SE VEN WEST OF THE S I X TH Section 1,Township 1 North,Range 67 West of the.6th P.M.,County of Weld State of � ° , �, I PRINCIPAL MERIDIAN, COUNTY OF WELD, EXCEPTING THEREFROM parcels of land conveyed to Weld County by deeds recorded April 4, T Gl k 1871 in Book 7 of Poge 172 and April 30,1894 in Book 114 at Page 157. "4......`• - STATE OF COLORADO, t, s'• Rs a ', ALSO EXCEPTING THEREFROM a parcel of land conveyed to Lupton Bottom Ditch Co.,by deed u�� r recorded June 70,1929.in Book 878 at Page 95. . . '4 '-., l) °JS sL�$L ABANDON EXISTING EXISTING NE CORNER NE1/4 SE1/4 ALSO EXCEPTING THEREFROM a parcel of land conveyed to the Deportment of Highways,State " `" r �'5 ENTRANCE \ENTRANCE SECTION 1, T. 1N, R 67w of Colorado by deed recorded February 25,1957 in Book 1471 at Page 183. ,xo' 1 7 taw ''f ',1cF v s r y 9 1 • ° 9 o-.. 1 Project Site y19S NW CORNER NE1/4 SE1 4 Contents 18.64 Acres more or less. �E+ / Colorado State Highway No. 52 .I, 1.• i F SECTION 1,T. IN, R. 67W • 4, t t Xs,. ___ S 9'50'07' E 313.93 ` Ba8xis5 f OB,9Engs;The North line NE1/4 SE1/4 of said Section 1 is assumed to boor 1 1 , y. 0,. f 60.00 t E i �i • - S 89'50'07" E 815.22' _ (`- i i r sYk �° �);,gy 342.36' -_ _124.331-_49 PHD.84 REBAR& - Note Lot A&Lot B are in the 100-year Flood Ptoin.Flood Plain Elevation=4895:0 per FEMA ° CAP,LS 12330 1075,Weld County.- � FN NAIL WASER 15" RIGHT OF WAY A 55.30' £rrT �S8.89 II State Local,l8andf Federal Government Guidelines' Fprior toobulildl g permits beinlg issued.all -'t l4 — :.• �' N 45'32'W,&1.20' CCf18).30' • � --- - RESERVATION g Lem , 1 I SET#5 REBAR @ CAP, I SI e.. � .j • Lawsuit, IPLO25619 I 7•••47V.:—/ 7 fa=L J GENERAL NOTES e w so.00'. )500' � f , a-SSOSYR 0.-...t.---s.... - ', v / 1..y �, 7 t 1 - • 034 LOT A R weld I All proposed or existing structures will or do meet the minimum selbaek and offset \ (, I I I requirements for the zone district In which the property Is located. Pursuant to the 1 —1T ACRES definition of SETBACK in the Weld County Zoning Ordinance(Ordinance 89,as °t1 / II' .7 1 1 5 ACRES. ± I amended),the required setback le measured from the future right-of-way One. .. - , I- - 1 I 1 V,� 2)An f fore structures or uses on site must obtain the appropriate zoning.and building !: 'J yy. Q, '� -.� 'CO 11906 HWY 5E p.rmt�a.e _ I I , I Co S 3)All conetruetlon or improvements occurring In the flood lain as delineated on FEMA f _ 1 ip xO Community Ponel Map 080266 09870,doled September 28,1982,shall comply with the ° '1 e ( \.. •° ('-^ ..91•"d '^_� I',. I a Q EXI$17NG v 1 Flood Hazard Overlay District requirements of section 26 of the Weld County Zoning , os a rube l;,, I I Ordinance. COMMERCIAL I MO soup soon coos s �ws_o=°MT / . WELL?'7.-- N ! 4)The Installation of oily_septic system within the 100-year flood oln shall comply with r° - ,y xaovereR the Weld County S.O.S.L flood plain policy. In accordance with the Colorado 1.5.0.5. ° e; ? Regulotions,no septic system shall be installed within the floodway. - - e- Seeks j;24000 q$ �'� o. I I 1 5)Prior to the rel..of building permits the applicant shall submit evidence to the I I Oepariment°f Planning Services that the lot has an adequate wafer',tasty of sufficient BBR"' EXISTING p quality,quantify and dependability.ezi DOMESTIC 6)Prior to the release of building permits on Lot A ar 8,the applicant will be required to Q WELL I submit o recorded deed describing the lot upon which the building permit Is requested with • VICINITY M AP 1 I the building permit application. The legal description on such deed anon Include the tat and j rn 468.69' 00 record•'exemption number. • 7)Should noxious weeds•xist on the property or become established as a result of the SET/5 REBAR SET i6 REBAR proposed development,the apppgeant/landowner shall be responsible ler controlling the &CAP,PLS 25619 &CAP,PLS 25819 [V noxious weeds,pursuant to Ordinance 169A. LOT B o , per pa a sera I 6 I 8 Th•historical o Wion of non— 1 ble rrneetlal Soler well a Ilan shall continue 01 O O on Lof A of this Recortl•d Exampilon No.2528. OWNER'S CERTIFICATE "I " ": 13.64 ACRES ± — w I we tot B shall be utilized for storage of agricultural farm equipment.irrigation pipe and 0 o ter storage tanks that are leased from time to time. 0 north Vie.WrightInvestment Group,Inc.,being the sole owners in fee of the above described property do hereby Z Ln 10)Aeeess to Lot B shall be obtained by the°sows easement located odlaeto to Me or g Pr P Y I I Boundary line of Lot A and shall,In common with each other,obtain aeeess to Colorado subdivide the same as shown on the ottoched mop.We understand this prosody is located in the"A" O I ire I State Highway No.52 from the historical access point of Let A. Agricultural Zone District and is Olso intended to provide ore's for the conduct of other uses by right. O 11902 HWY 52 a O 9r p g mt EXISTING a H)If the owners al Lot A and Lot B ore different,It shall be understood that each lot accessory uSes,and uses by special review. I N N owner has the fair and equal right to us•the historical domestic well for the sole purpose of O AGRICULTURAL La 0 supplying domestic water to building envelopes on each lot. Each lot owner is responsible C /�Q� 'J o I PASTURE O i for the respective cost for water service improvements. *Or6'ka1BK hi• °�'''p(y,_,�J'f, Z I N I Wright Investment Group, Inc. State of Colorado) I 1 RIGHT TO FARM COVENANT )SS I I Weld County is one of the moat productive agrlcueurel counties in the united Stan..The County of Weld I I rural areas of Wald County may be open and spacious,but they are intensivy used for agriculture.Persons moving Into a rural area mart recognize there are iecedrawbooks,including '‘‘--2D--("•\ �y� f(-�,j.,.� p nfnets with longstanding agrlcuttural practices and lower level of services than in town. The foregoing certification was acknowledged before me this ' ` day of'�Q`AUNe`—A.D., 1999. a by Wright Investment Group, Inc. I f Agricultural users of the land should not be expected to thane their long-established I 1 run agricultural practices toie accommodate the sit elope of urban sets Intel rural area.Well agricultural dust from mani will generate work, harvest, andgrendiuding roads Item tractors and --y .-�y�'�^� equipment;dust from animal pans,field work,harvest,and grovel roads;odor from animal Pk commission expires:_ t�-O'�S. I confinement,eatlol silage,and manure;smoke from ditch burning;filed and mosquitoes;the use • of pestl're eunnol etmpty bs,munedflovl"o1 the nn041 efpresldf en11al development twithoutnd 4,4•ijkotoryc Public I I threatening the efficient delivery of irrigation to fields which is essential to farm production. I I N 89'50'07" W 815.22' FND.g4 REBAR& I Weld County covers o land area lot Over 4,000 eg0000 miles in size(Twice the State of ,o' ".' 41lLLE /4& CAP,LS 12330 The iheor man if,tile.1 the eroa falebepserveG stretches stuvailable nneovraea.Lowelpasfl•s. With'',6 my has an seal I ILLEGIBLE CAP I •nforoameet isnbased on responses to complaints mare than on patrols of the county and the distances which must be traveled moy delay all emergency reeponees,including low I I I enforcement.ambulance,and tire.Fire protection le usually provided by volunteers who DE ARTMENT OF PLANNING SERVICES m °"°their Jobs and famines:111 ondtoemergencies. rfacelraped,na molter hew often they are families will not provide the some kind of surface goods,a from APPROXIMATE I a payed road.Snow removal priorities mean that roads,from subdivisions to arterials may ADMINISTRATIVE REVIEW CERTIFICATE not iv cleared for thseveral days pHero major snowstorm.Snow ethremoval pfor roods within CENTERLINE subdivisions an of the lowest priority far public works or may bathe private responsibility I LUPTON BOTTOM 1 of the homeowners.Serviced In rural area,in many cm.,will not be equivalent to DITCH municipal services. This plot is accepted and approved for filing. I I I Children ore exposed to different hazards inthe county than in an urban or eaburbon I I I vetting.Formpumps rind center nt and pivot op field erations, spa and Irrigation d traffic,sand burs.'punctureal vines, power pumps pit p per high sae ''T� SE CORNER NE1 4 SES 4 territorial farm doge,and livestock present real threats to children.Controlling abIldrans 011M�u �)91ft AM I SECTION 1,T. IN,R. 67W livelihood.es important.not only for:Thai NORTH �Hbut oleo for the protection of the former?* Depa tment of Planning Servihes director I I N 89'50'34 W 1318.54" ^�� SW E CORNER NE1/4 SEi/4 The foregoing certification was acknowledged before me this 'J' day of (5`^ A.D., 1999. 1 SECTION f,T. IN, R. 67W SURVEYORS STATEMENT 1 cw/8/2eoG'a I I My commission expires: / Z 471 Mark F,Corbridge.o Registered Professional Land Surveyor in the Stole of Colorado.do hereby state that this 'I //////�� 4s Recorded Exemption plat was prepared under my personal supervision,and that this plot is an accurate represenlotion Notary Public • td. thereof.I further state that the survey and this plat complies with all applicable rules.regulations.and lows of INN State of Colorado,State Board of Registration for Professional Engineers and Professional Land Surveyors,and Weld ,, ...,.:-_,,4014:.4—.0 County. Witness my hood and seal :�, ,L1P..44- • (O��q9 '�/la¢�7 � .<.oGo �� imemmemmemesm L.II'L .;Cy'8' Mork F. Corbridge Colorado PLS 25679semmemmimemm 0 50 100 200 300 EASEMENT CERTIFICATE SCALE: P"= 700' AB90LUTS • 9URV yore �o a(97) • D = G \ D i_ v F-- L o P v h \ T C 0 \ T A \ T S Professional land 5urvoyors Phone(97 0) 203-1552 • t I de,hereby dedicate, for the benefit of the properties shown or described hereon, easements for the 2881 North Monroe Avenue,Loveland,Colorado 80538 purposes described hereon. Project: 1 — Client: DESIGN DEVELOPMENT CONSULTANTS 2627 REDwwG ROAD, SUITE 350 PHONE: 970-266-0585 f� 'v'� "` brawn er:MFG Approved By: MFG Revisions: FORT COLLINS, CO 80525 FAX: 970-282-712.3 Signature Protect No.99-1271 Tote: 10-7-99 same:10 = 100'sheet Ne.1 el 1 DATE; SEPTEMBER 1999 PROJECT NO. DW00299/AS1 JOB NO. 99-1271 • SPECIAL WARRANTY DEED THIS DEED is made, entered into and effective the 26th day of October, 2012, by and between WRIGHT INVESTMENT GROUP, INC., a Colorado corporation whose address is P.O. Box 73, Fort Lupton, Colorado, 80621 (hereinafter"Grantee"), and READY MIXED CONCRETE COMPANY, a Colorado corporation whose address is 4395 Washington Street, Denver, Colorado 80216 (hereinafter referred to as "Grantee"). WITNESS, that Grantor, for and in consideration of the sum of ONE HUNDRED SEVENTY-FIVE THOUSAND AND NO/100 U.S. DOLLARS ($175,000.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto Grantee and Grantee's successors and assigns forever, all the real property, together with improvements, if any, situate, lying and being in the County of Weld, and State of Colorado, described as follows: /\. Lots A and B, Recorded Exemption No. 1469-01-4 RE-4569 being a part of SE V4 of Section 1, Township 1 North, Range 67 West of the 6`h P.M., Weld County, Colorado, Reception No. 3473121, ,,} recorded May 2, 2007; and TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging or in anywise appertaining and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances expressly including that non-exclusive easement for access, ingress and egress as set forth in Access Easement Agreement recorded May 11, 2007 at Reception No. 3475173, County of Weld, State of Colorado. BUT EXPRESSLY RESERVING THEREFROM any mineral rights thereon except for the "Construction Aggregate Materials" existing on, in and under, and that may be produced from, all of the property described above, which shall mean and include all sand, gravel, stone, rock, silt, clay and shale in place, together with the topsoil, overburden and all other materials excavated from said property. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto Grantee and Grantee's successors and assigns forever. And Grantor, for Grantor and its successors and assigns, does covenant, grant, bargain and agree to and with Grantee and Grantee's successors and assigns, that Grantor shall and will WARRANT AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable possession of Grantee and Grantee's successors and assigns, against all and every person or persons lawfully claiming the whole or any part thereof by, through or under Grantor, except for (1) the lien of general taxes and assessments for the current year and all subsequent years and (2) all matters /y9y 8 Zs affecting the property described above that are of record in the real property records of Weld County, Colorado, as of the date of this Deed, and subject to the reservation contained in this Deed. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF, Grantor has executed this deed as of the date set forth above. WRIGHT INVESTMENT GROUP, INC. By: Donald G. ght Title: Vice President STATE OF COLORADO ) ) ss. CITY AND COUNTY OF DENVER ) The foregoing instrument was acknowledged before me this 26th day of October, 2012, by Donald G. Wright as Vice President of Wright Investment Group, Inc., a Colorado corporation. Witness my hand and official seal. ANDREA J.ANDERSON-MANN NOTARY PUBLIC STATE OF COLORADO nitsa '' Al di-ij` 6/2A NOTARY ID#20094024761 of Public MY COMMISSION EXPIRES AUGUST 05,2013 My commission expires:_ t/5/2-ai 2 o a .:n 3i s9 y vio•l O', s'I�^ A r �SSf S� e&0 F..6 :1%05 .. .• y4`^ ii�.. a i ?ill,. n �i I �; et fdt " V ; . •*'ss '4.1141 �� jr n , 3. ;r iZ :a $ q Z6- q C,2 I '5‘., iii ; pe § 9 141ill ; R, =•9i ,-iti 5 `�₹s 1,' '; _i l-° 3—�R?y s�� V $, jig ig 4 ing4 QSF�t�ai.t1 -Z. 331 F s . 1• a acs -c i j &I : ' -D . 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Boa 1303 Boulder, Colorado S030u PI'one, 303 d 14.6602 __ _ ------------------- June 11, 2014 Ms. Gloria Hice-Idler Permit Supervisor CDOT Region 4 1420 2nd Street Greeley, CO 80631 Re: Holton-Morton Lakes Sand and Gravel Pit Access Permit Application Dear Gloria: In 2007 and 2010, the Weld County Commissioners approved Ready Mixed Concrete Company's (RMCC) use by special review applications (USR 1608 and 1682 respectively) for the Holton-Morton Lakes sand and gravel mine. The approved USRs require the applicant to provide the Weld County Department of Planning Services with a copy of the Access Permit issued by CDOT granting the Applicant access to and from the mine site via State Highway 52. RMCC intends to upgrade and use the existing access from Highway 52, currently used by A&W Water, as the primary access for the Holton-Morton sand and gravel mine. Enclosed with this letter please find a completed State Highway Access Permit Application. The enclosed permit application was prepared in conjunction with access design and highway improvement plans prepared by Felsburg, Holt& Ullevig (FHU) on behalf of RMCC. Prior to construction of the proposed highway access improvements a complete set of plans will be submitted for your review and approval. The company understands that construction can not proceed until CDOT has issued a"Notice to Proceed". If you have any questions regarding the enclosed access permit application please do not hesitate to contact me at(303) 444-6602. Sincerely, Michael J. (Mike) Hart Enclosed Copied electronically to: Bill Timmons, RMCC Marie Thoming, FHU N>etiands I3cr)rk;lr9 L'00IIOIll0Clitdi IN Innzrgemeni Land List Plmirdrp Recichnatic Devi rI RI milliuJ c Zm!irrcr COLORADO DEPARTMENT OF TRANSPORTATION Issuing authority application STATE HIGHWAY ACCESS PERMIT APPLICATION acceptance date: Instructions: - Contact the Colorado Department of Transportation(CDOT)or your local government to determine your issuing authority. - Contact the issuing authority to determine what plans and other documents are required to be submitted with your application. - Complete this form(some questions may not apply to you}and attach all necessary documents and Submit it to the issuing authority. Please print - Submit an application for each access affected. or type - If you have any questions contact the issuing authority. - For additional information see CDOT's Access Management website at http://www.dot.state.co.us/AccessPermits/index.htm 1)Property owner(Permittee) i 2)Applicant or Agent for permittee(if different from property owner) Ready Mixed Concrete Company(See Attachment) Street address Mailing address 4395 Washington Street City,state&zip Phone# City.state&zip 'Phone#(required) Denver, CO 80216 303-292-1771 E-mail address :E-mail address if available bill.timmons@boral.com 3)Address of property to be served by permit(required) 11902 State Highway 52, Fort Lupton, Weld County, Colorado 4)Legal description of property:If within jurisdictional limits of Municipality.city and/or County,which one? county Subdrvrs,on block 10t Seci,on lownsh,p range Attachment 1 5)What State Highway are you requesting access from? 61 What side of the highway? Colorado State Highway 52 ON ES DE ❑W 7)How many feet is the proposed access from the nearest mile post? ;How many feet is the proposed access from the nearest cross street? 1,300 feet 0 N�S 3�E❑W)from: M.P.MP 19 ,700 feet❑N from: US 85 8)What is the approximate date you intend to begin construction" 9/1/2014 9)Check here if you are requesting a: El new access [temporary access(duration anticipated: ) ]improvement to existing access change in access use ]removal of access relocation of an existing access(provide detail) 10)Provide existing property use A&W Water Distribution 11)Do you have knowledge of any State Highway access permits serving this property.or adjacent properties in which you have a property interest? Ono Oyes,if yes•what are the permit number(s)and provide copies: and/or,permit date: 12)Does the property owner own or have any interests in any adjacent property? Ono yes.if yes-please describe: See Attachment 13)Are there other existing or dedicated public streets.roads.highways or access easements bordering or within the property? n no In yes,if yes-list them on your plans and indicate the proposed and existing access points. 14)If you are requesting agricultural field access-how many acres will the access serve? N/A 15)If you are requesting commercial or industrial access please indicate the types and number of businesses and provide the floor area square footage of each. business/land use business square footage Sand and Gravel Operation (RMCC) . 1486 acres Oil Well Operator (Kerr-McGee) 17 acres Water Distributor (A&W) 5 acres ; Equipment Yard 1Unknown 16)If you are requesting residential deveiopement access.what is the type(single family.apartment,townhouse)and number of units? type number of units type number of units • N/A N/A i N/A I N/A N/A 1 N/A I N/A 1 N/A 17)Provide the following vehicle count estimates for vehicles that will use the access.Leaving the property then returning is two counts. Indicate if your counts are C of passenger cars and 1ght trucks at peak hour vo:umeS P of multi unit trucks at peak hour volumes Speak hour volumes or Saverage daily volumes. 49 14 N of single unit vehicles in excess of 30 ft. i Cot farm vehicles Iheic equipment. Total count of all vehicles 67 3 130 Previous editions are obsolete and may not be used Page 1 of 2 CDOT Form#137 01/10 18)Check with the issuing authority to determine which of the following documents are required to complete the review of your application. a) Property map indicating other access,bordering roads and streets. e) Subdivision,zoning.or development plan. b) Highway and driveway plan profile. f) Proposed access design. c) Drainage plan showing impact to the highway right-of-way. g) Parcel and ownership maps including easements. d) Map and letters detailing utility locations before and after hi Traffic studies. development in and along the right-of-way. i) Proof of ownership. 1- It is the applicant's responsibility to contact appropriate agencies and obtain all environmental clearances that apply to their activities. Such clearances may include Corps of Engineers 404 Permits or Colorado Discharge Permit System permits, or ecological, archeological, historical or cultural resource clearances. The CDOT Environmental Clearances Information Summary presents contact information for agencies administering certain clearances, information about prohibited discharges, and may be obtained from Regional CDOT Utility/Special Use Permit offices or accessed via the CDOT Planning/Construction-Environmental-Guidance webpage http://www.dot.state.co.us/environmental/Forms.asp. 2- All workers within the State Highway right of way shall comply with their employer's safety and health policies/ procedures, and all applicable U.S. Occupational Safety and Health Administration (OSHA) regulations - including, but not limited to the applicable sections of 29 CFR Part 1910 - Occupational Safety and Health Standards and 29 CFR Part 1926 - Safety and Health Regulations for Construction. Personal protective equipment (e.g. head protection, footwear, high visibility apparel, safety glasses, hearing protection, respirators, gloves, etc.) shall be worn as appropriate for the work being performed, and as specified in regulation. At a minimum, all workers in the State Highway right of way, except when in their vehicles, shall wear the following personal protective equipment: High visibility apparel as specified in the Traffic Control provisions of the documentation accompanying the Notice to Proceed related to this permit (at a minimum, ANSI/ISEA 107-1999, class 2); head protection that complies with the ANSI Z89.1-1997 standard; and at all construction sites or whenever there is danger of injury to feet, workers shall comply with OSHA's PPE requirements for foot protection per 29 CFR 1910.136, 1926.95, and 1926.96. If required, such footwear shall meet the requirements of ANSI Z41-1999. Where any of the above-referenced ANSI standards have been revised, the most recent version of the standard shall apply. 3- The Permittee is responsible for complying with the Revised Guidelines that have been adopted by the Access Board under the American Disabilities Act (ADA). These guidelines define traversable slope requirements and prescribe the use of a defined pattern of truncated domes as detectable warnings at street crossings. The new Standards Plans and can be found on the Design and Construction Project Support web page at: <http://www.dot.state.co.us/DesiqnSupport/>, then click on Design Bulletins. If an access permit is issued to you, it will state the terms and conditions for its use. Any changes in the use of the permitted access not consistent with the terms and conditions listed on the permit may be considered a violation of the permit. The applicant declares under penalty of perjury in the second degree, and any other applicable state or federal laws, that all information provided on this form and submitted attachments are to the best of their knowledge true and complete. I understand receipt of an access permit does not constitute permission to start access construction work. Appl}¢erJt'or Agent for Permittee-signature Print rim I Date 4.-i/Gs' /; A-1 74--( cY —7,`J-' D 17/ If the applicant is not the owner of the property, we require this application also to be signed by the property owner or their legally authorized representative (or other acceptable written evidence). This signature shall constitute agreement with this application by all owners-of-interest unless stated in writing. If a permit is issued, the property owner, in most cases, will be listed as the permittee. Property owner signature i Print name Date Previous editions are obsolete and may not be used Page 2 of 2 CDOT Form#137 01'10 1111111 11111 11111 III III 111111111111 3470578 04/23/2007 08:13A Weld County, CO 1 of 2 R 11.00 D 0.00 Steve Moreno Clerk& Recorder 0 ACCESS EASEMENT AGREEMENT This Agreement is made th•is2 -A% day of r if , 2007, between. Wright Investment Group, Inc. (Grantor) whose legal ad ess is Box 73, Fort Lupton, Colorado 80621 and A & W Water Service, Inc. (Grantee)whose address is Box 887, Fort Lupton, Colorado 80621. For and in consideration of Ten Dollars ($10) and other good and valuable consideration, Grantors hereby grant to Grantees, their Successors and Assigns, a non-exclusive access, ingress and egress easement through Lot B, Recorded Exemption No. 1469-01-4-RE-2526, Reception No. 2728138, recorded October 21, 1999, which is a part of the NE 1/4, SE 1/4, Section 1, Township IN.. Range 67 West of the 6th Principal Meridian, County of Weld, of Colorado. Said easement is more particularly described as: Beginning at the northwest corner of aforesaid Lot B, Recorded Exemption No. 1469-01- 4-RE-2526, Reception No. 2728138, recorded October 21, 1999; thence south 89° 06' 33" east along the north line of Lot B a distance of 318.31 feet to the true point of beginning; thence continuing south 89° 06' 33" east a distance of 30.00 feet; thence south 00° 3 I' 29" west a distance of 150.00 feet; thence north 89° 06' 33" west a distance of 30.00 feet; thence north 00° 31' 29" east a distance of 150.00 feet to the true point of beginning. Grantee shall have the use and enjoyment of the aforesaid easement for access, ingress and egress to and from Lot A, Recorded Exemption No. 1469-01-4-RE-2526, Reception No. 2728138, recorded October 21, 1999 in the records of Weld County, Colorado. Respecting the foregoing, each and every one of the benefits and burdens of this Agreement shall inure to and be binding upon the respective legal representatives, heirs, executors, administrators, successors and assigns of the parties hereto. 1111111 11111 11111 MOH III 111111111111 III 11111 3470578 04/23/2007 08:13A Weld County, CO 2 of 2 R 11.00 D 0.00 Steve Moreno Clerk& Recorder IN WITNESS WHEREOF, the parties hereto have executed this instrument as of the day and year first above written. GRANTORS: By: L�/ :r7ei�� l Donald G. Wri , ice President Wright Investment Group, Inc. STATE OF COLORADO ) ) ss. COUNTY OF WELD The foregoing instrument was acknowledged before me by n al di l uri 5h-t- as Grantor, this C day of e rt I , 2007. -- •Cry.whir S SOTARy'•., My commission expires -Q - pro OR • • Witness my hand and official seal. 1O PUBLIC :O �•tary ' blic '••""� ,r 111111111111 11111111111 111 ME I I 111111 I I I I I I I I 3475173 05111/2007 10:19A Weld County, Co 1 of 2 R 11.00 0 0.00 Steve Moreno Clerk&Recorder ACCESS EASEMENT AGREEMENT This Agreement is made this 6 day of /let y ,2007, between A&W Water Service, Inc. (Grantors)whose address is Box&87,Fort Lupton, Colorado 80621 and Wright Investment Group, Inc. (Grantees) whose legal address is Box 73, Fort Lupton, Colorado 80621. For and in consideration of Ten Dollars($10)and other good and valuable consideration, Grantors hereby grants to Grantees, their Successors and Assigns, a non-exclusive access, ingress and egress easement through Lot A,Recorded Exemption No. 1469-01-44E-2526, Reception No. 2728138, recorded October 21, 1999, which is a part of the NE 1/4, SE 1/4, Section 1, Township 1N, Range 67 West of the 6'h Principal Meridian, County of Weld, of Colorado. Said easement is more particularly described as: The west thirty(30)feet of Lot A,Recorded Exemption No. 1469-014,RE-2526, Reception No. 2728138, recorded October 21, 1999. Grantees shall have the use and enjoyment of the aforesaid easement for access,ingress and egress to and from Lots A and B, Recorded Exemption No. 1469-01-4-RE-4569,Reception No. 3473121, recorded May 2, 2007 in the records of Weld County, Colorado. Respecting the foregoing, each and every one of the benefits and burdens oft is Agreement shall inure to and be binding upon the respective legal representatives,heirs, executors, administrators, successors and assigns of the parties hereto. 111111111111111111 liii 1111111 III 1111111 I��11111 lIII IIII 3475173 06/11/2007 10:19A Weld County, 00 2 of 2 R 11.00 D 0.00 Steve Moreno Clerk&Recorder IN WITNESS WHEREON, the parties hereto have executed this instrument as of the day and year first above written. GRANTORS: By: gOldlet /'- Donald G. Wri , Vice President A&W Water Service,Inc. STATE GU COLORADO y COUNTY OF WELT) j ss. ��/tyOTARY The foregoin'instrument was acknowledged before •:.YJzy I>'�onc^U di (4 Utah q{t as Grantor, this\.4 •.... • day of `-2007. • My commission expires I -q . aou) • Witness my band and official.seat. S Notary blrc 3884124 10/26/2012 02:21 PM Total Pages: 2 Rec Fee: $16.00 Doc Fee: $17.50 Steve Moreno - Clerk and Recorder, Weld County, CO SPECIAL WARRANTY DEED THIS DEED is made, entered into and effective the 26th day of October, 2012, by and between WRIGHT INVESTMENT GROUP,INC., a Colorado corporation whose address is P.O. Box 73,Fort Lupton, Colorado, 80621 (hereinafter"Grantee"),and READY MIXED CONCRETE COMPANY, a Colorado corporation whose address is 4395 Washington Street,Denver,Colorado 80216 (hereinafter referred to as "Grantee"). WITNESS, that Grantor, for and in consideration of the sum of ONE HUNDRED SEVENTY-FIVE THOUSAND AND NO/100 U.S. DOLLARS ($175,000.00) and other good and valuable consideration,the receipt and sufficiency of which is hereby acknowledged,has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto Grantee and Grantee's successors and assigns forever, all the real property, ❑ together with improvements,if any, situate, lying and being in the County of Weld,and State of vl Colorado, described as follows: PC. Lots A and B, Recorded Exemption No. 1469-01-4 RE-4569 being a part of SE 1/4 of Section 1, Township 1 North, Range 67 West of the 6th P.M., Weld County, Colorado, Reception No. 3473121, recorded May 2, 2007; and TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging or in anywise appertaining and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate,right,title, interest, claim and demand whatsoever of Grantor, either in law or equity, of; in and to the above bargained premises, with the hereditaments and appurtenances expressly including that non-exclusive easement for access, ingress and egress as set forth in Access Easement Agreement recorded May 11, 2007 at Reception No. 3475173, County of Weld, State of Colorado. BUT EXPRESSLY RESERVING THEREFROM any mineral rights thereon except for the "Construction Aggregate Materials" existing on, in and under, and that may be produced from, all of the property described above, which shall mean and include all sand, gravel, stone, rock, silt, clay and shale in place, together with the topsoil, overburden and all other materials excavated from said property. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto Grantee and Grantee's successors and assigns forever. And Grantor, for Grantor and its successors and assigns, dqes covenant, grant, bargain and agree to and with Grantee and Grantee's successors and assigns, that Grantor shall and will WARRANT AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable possession of Grantee and Grantee's successors and assigns, against all and every person or persons lawfully claiming the whole or any part thereof by, through or under Grantor, except for (1) the lien of general taxes and assessments for the current year and all subsequent years and (2) all matters Q /y9y 8 zs SPECIAL WARRANTY DEED THIS DEED is made, entered into and effective the 26th day of October, 2012, by and between WRIGHT INVESTMENT GROUP, INC., a Colorado corporation whose address is P.O. Box 73, Fort Lupton, Colorado, 80621 (hereinafter"Grantee"), and READY MIXED CONCRETE COMPANY, a Colorado corporation whose address is 4395 Washington Street, Denver, Colorado 80216 (hereinafter referred to as "Grantee"). WITNESS, that Grantor, for and in consideration of the sum of ONE HUNDRED SEVENTY-FIVE THOUSAND AND NO/100 U.S. DOLLARS ($175,000.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto Grantee and Grantee's successors and assigns forever, all the real property, together with improvements, if any, situate, lying and being in the County of Weld, and State of Colorado, described as follows: Lots A and B, Recorded Exemption No. 1469-01-4 RE-4569 being a part of SE Ya of Section 1, Township 1 North, Range 67 West of the 6`h P.M., Weld County, Colorado, Reception No. 3473121, recorded May 2, 2007; and TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging or in anywise appertaining and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest. claim and demand whatsoever of Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances expressly including that non-exclusive easement for access, ingress and egress as set forth in Access Easement Agreement recorded May 11, 2007 at Reception No. 3475173, County of Weld, State of Colorado. BUT EXPRESSLY RESERVING THEREFROM any mineral rights thereon except for the "Construction Aggregate Materials" existing on, in and under, and that may be produced from, all of the property described above, which shall mean and include all sand, gravel. stone, rock, silt. clay and shale in place, together with the topsoil, overburden and all other materials excavated from said property. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto Grantee and Grantee's successors and assigns forever. And Grantor, for Grantor and its successors and assigns, does covenant, grant, bargain and agree to and with Grantee and Grantee's successors and assigns, that Grantor shall and will WARRANT AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable possession of Grantee and Grantee's successors and assigns, against all and every person or persons lawfully claiming the whole or any part thereof by, through or under Grantor, except for (1) the lien of general taxes and assessments for the current year and all subsequent years and (2) all matters /y998 es affecting the property described above that are of record in the real property records of Weld County, Colorado, as of the date of this Deed, and subject to the reservation contained in this Deed. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF, Grantor has executed this deed as of the date set forth above. WRIGHT INVESTMENT GROUP, INC. /a yi/� By: Donald G. hWf t Y g Title: Vice President STATE OF COLORADO ) ) ss. CITY AND COUNTY OF DENVER ) The foregoing instrument was acknowledged before me this 26th day of October, 2012, by Donald G. Wright as Vice President of Wright Investment Group, Inc., a Colorado corporation. Witness my hand and official seal. ANDREA J.ANDERSON-MANN NOTARY COLORADO IA , , ,,, �i r P./ i,'" Yi!_STATE OF COLORADO 1 '�: �- �'�� %.- NOTARY ID N 20084024731 Notary Public MY COMMISSION EXPIRES AUGUST 05,2013 Y My commission expires: 2 ---- -. __. _.... .. ...,. STATE HIGHWAY ACCESS PERMIT 4®7C Slate Highway No/Mp/Side 52 A / 19.240 / R Permit fee Date of transmittal Region/Section/Patrol Local Count$100.00 2/15/2007n . 4 01 /14rort Lupton Weed County The Permittee(s); Applicant: Ref No_: Wright Investment Group,Inc Leeburg&Associates Ltrm T.Leeburg P.O.Box 72 707 Hawthorn Avenue Fort Lupton, CO 80621 Suite 207 Boulder, CO 80304 303-434-0034 303-442-2428 is hereby granted permission to have an access to the state highway at the location noted below_The access shall be constructed,maintained and us accordance with this permit,including the State Highway Access Code and any attachments,terms,conditions and exhibits_This permit y be revol. by the issuing au access f at any lime the permitted and its use violate any parts of this pen-nit The issuing authority,the Departm nt and their appointed agents and employees shall be held harmless against any action for personal injury or property dam the permit age sustained by reason of the exercis Location: The access will be relocated on State Highway 52,a distance of 1262 feet east of mile post 19 on the south/right side_ Access to Provide Service to: (Land Use Code:) (Size or Count) (Units) 997-Agriculture 5 ADT 147-Storage Yard 35 A.D,I, Other terms and conditions: ALL OTHER ACCESSES TO THIS PROPERTY MUST BE REMOVED IMMEDIATELY. MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. By Date Title (x) Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein.All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from initia ion.The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. The perrnittee shall notify llinda McWilliams with the Colorado Department of Transportation, telepi nbr. 097O) 350-2147 at least 48 hours prior to commencing construction within the State Highway right-of-v The person signing as the permittee must be the owner or legal representative of the property served by the permitted access and have full authority accept the permit and its terms and conditions. Permittea Si re � f (X) � , (if Date _2g •-o r? Permlttee ted ame• rn 1d4. Gf/r G , This permit is not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMENT OF TRANSPORTATION By ' Date(of issue) Title (X) Copy Distribution: Reguirect Make copies as necessary for: Previous editions are obsolete and may not I 1.Region Local Authority Inspector Linda McWilliams 2Apptcant MICE Patrol COOT Form�7[ 3_Staff Aaess Section Traffic Engineer 14-Fort Topton N DEPARTMENT OF PLANNING SERVICES 1555 N 17th AVE j ' r ^ GREELEY, CO 80631 WEBSITE: www.co.weld.co.us E-MAIL: kogle@co.weld.co.us PHONE: (970)353-6100, Ext. 3549 ti ' Y FAX: (970)304-6498 September 26, 2014 HART MIKE P.O. BOX 1303 BOULDER, CO 80306 Subject: MUSR14-0020 - A MINOR AMENDMENT FOR A SITE SPECIFIC DEVELOPMENT PLAN AND A SPECIAL REVIEW PERMIT FOR MINERAL RESOURCE DEVELOPMENT INCLUDING A CONCRETE BATCH PLANT, RECYCLED CONCRETE AND GRAVEL MINING FACILITY (READY MIXED CONCRETE COMPANY) AND THE IMPORTATION OF MINERAL RESOURCE MATERIAL FROM USR-1608 HOLTON LAKES TO INCLUDE THE MODIFICATION OF THE PRIMARY POINT OF INGRESS AND EGRESS ONTO HWY 52 FOR THE MORTON LAKES MINE IN THE A (AGRICULTURAL)ZONE DISTRICT PT NE4SE4 SECTION 1, T1N, R67W LOT B REC EXEMPT RE-4569 of the 6th P.M., Weld County, Colorado. Dear Applicants: Your application and related materials for the request described above are complete and in order at this time. I will schedule a meeting with you at the end of the review period to discuss the referral comments received by our office. It is the policy of Weld County to refer an application of this nature to any town or municipality lying within three miles of the property in question or if the property under consideration is located within the comprehensive planning area of a town or municipality. Therefore, our office has forwarded a copy of the submitted materials to the following Planning Commission(s)for their review and comments: Fort Lupton at Phone Number 303-857-6694 Please call the listed Planning Commissions, for information regarding the date, time and place of the meeting and the review process. It is recommended that you and/or a representative be in attendance at each of the meetings described above in order to answer any questions that might arise with respect to your application. If you have any questions concerning this matter, please call. Respectfully, /� Digitally sgned by Kristine Ranslem N�,,+,.^,l�uQ i� Fbason:l am the author of this document Date:2014.09.2613:54:50-0600' Kim Ogle Planner 3884124 10/26/2012 02:21 PM Total Pages: 2 Rec Fee: $16.00 Doc Fee: $17.50 Steve Moreno - Clerk and Recorder, Weld County, CO SPECIAL WARRANTY DEED THIS DEED is made, entered into and effective the 26th day of October, 2012, by and between WRIGHT INVESTMENT GROUP,INC., a Colorado corporation whose address is P.O. Box 73,Fort Lupton, Colorado, 80621 (hereinafter"Grantee"),and READY MIXED CONCRETE COMPANY, a Colorado corporation whose address is 4395 Washington Street,Denver,Colorado 80216 (hereinafter referred to as "Grantee"). WITNESS, that Grantor, for and in consideration of the sum of ONE HUNDRED SEVENTY-FIVE THOUSAND AND NO/100 U.S. DOLLARS ($175,000.00) and other good and valuable consideration,the receipt and sufficiency of which is hereby acknowledged,has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto Grantee and Grantee's successors and assigns forever, all the real property, ❑ together with improvements,if any, situate, lying and being in the County of Weld,and State of vl Colorado, described as follows: PC. Lots A and B, Recorded Exemption No. 1469-01-4 RE-4569 being a part of SE 1/4 of Section 1, Township 1 North, Range 67 West of the 6th P.M., Weld County, Colorado, Reception No. 3473121, recorded May 2, 2007; and TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging or in anywise appertaining and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate,right,title, interest, claim and demand whatsoever of Grantor, either in law or equity, of; in and to the above bargained premises, with the hereditaments and appurtenances expressly including that non-exclusive easement for access, ingress and egress as set forth in Access Easement Agreement recorded May 11, 2007 at Reception No. 3475173, County of Weld, State of Colorado. BUT EXPRESSLY RESERVING THEREFROM any mineral rights thereon except for the "Construction Aggregate Materials" existing on, in and under, and that may be produced from, all of the property described above, which shall mean and include all sand, gravel, stone, rock, silt, clay and shale in place, together with the topsoil, overburden and all other materials excavated from said property. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto Grantee and Grantee's successors and assigns forever. And Grantor, for Grantor and its successors and assigns, dqes covenant, grant, bargain and agree to and with Grantee and Grantee's successors and assigns, that Grantor shall and will WARRANT AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable possession of Grantee and Grantee's successors and assigns, against all and every person or persons lawfully claiming the whole or any part thereof by, through or under Grantor, except for (1) the lien of general taxes and assessments for the current year and all subsequent years and (2) all matters Q /y9y 8 zs SPECIAL WARRANTY DEED THIS DEED is made, entered into and effective the 26th day of October, 2012, by and between WRIGHT INVESTMENT GROUP, INC., a Colorado corporation whose address is P.O. Box 73, Fort Lupton, Colorado, 80621 (hereinafter"Grantee"), and READY MIXED CONCRETE COMPANY, a Colorado corporation whose address is 4395 Washington Street, Denver, Colorado 80216 (hereinafter referred to as "Grantee"). WITNESS, that Grantor, for and in consideration of the sum of ONE HUNDRED SEVENTY-FIVE THOUSAND AND NO/100 U.S. DOLLARS ($175,000.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto Grantee and Grantee's successors and assigns forever, all the real property, together with improvements, if any, situate, lying and being in the County of Weld, and State of Colorado, described as follows: Lots A and B, Recorded Exemption No. 1469-01-4 RE-4569 being a part of SE Ya of Section 1, Township 1 North, Range 67 West of the 6`h P.M., Weld County, Colorado, Reception No. 3473121, recorded May 2, 2007; and TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging or in anywise appertaining and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest. claim and demand whatsoever of Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances expressly including that non-exclusive easement for access, ingress and egress as set forth in Access Easement Agreement recorded May 11, 2007 at Reception No. 3475173, County of Weld, State of Colorado. BUT EXPRESSLY RESERVING THEREFROM any mineral rights thereon except for the "Construction Aggregate Materials" existing on, in and under, and that may be produced from, all of the property described above, which shall mean and include all sand, gravel. stone, rock, silt. clay and shale in place, together with the topsoil, overburden and all other materials excavated from said property. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto Grantee and Grantee's successors and assigns forever. And Grantor, for Grantor and its successors and assigns, does covenant, grant, bargain and agree to and with Grantee and Grantee's successors and assigns, that Grantor shall and will WARRANT AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable possession of Grantee and Grantee's successors and assigns, against all and every person or persons lawfully claiming the whole or any part thereof by, through or under Grantor, except for (1) the lien of general taxes and assessments for the current year and all subsequent years and (2) all matters /y998 es affecting the property described above that are of record in the real property records of Weld County, Colorado, as of the date of this Deed, and subject to the reservation contained in this Deed. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF, Grantor has executed this deed as of the date set forth above. WRIGHT INVESTMENT GROUP, INC. /a yi/� By: Donald G. hWf t Y g Title: Vice President STATE OF COLORADO ) ) ss. CITY AND COUNTY OF DENVER ) The foregoing instrument was acknowledged before me this 26th day of October, 2012, by Donald G. Wright as Vice President of Wright Investment Group, Inc., a Colorado corporation. Witness my hand and official seal. ANDREA J.ANDERSON-MANN NOTARY COLORADO IA , , ,,, �i r P./ i,'" Yi!_STATE OF COLORADO 1 '�: �- �'�� %.- NOTARY ID N 20084024731 Notary Public MY COMMISSION EXPIRES AUGUST 05,2013 Y My commission expires: 2 811 TOP OF CUT - STA. 1OO1+6O 20.27' LT (TYP.) - - T - MATCH EXISTING SHOULDERLi TOE OF FILL _ _ 8 -2 (TYP.) O T - - - T - - - T - - - T — 81111 - - T — — C Know whb�low� O _ - T �� O — T 1 O - - T — — — T — — — T — T - - - L - - - C Cad delve>� o - /r— ri -9-11- - -if- - -rr*//- - —1.\- -� + T—�f I: �_.�- + -ft— - —ft— - —ft— - —ft— - -ft T_�i _;r- - -�r#- —ft— - —ft— - —ft— - —ft— - —ft— - -r:- T Ns ft N N — T - - - T - - - T * — T - - - T - - - T - - - �O `— — T - - T - - I, 1 TYPE II 0 O vi o - (2 CRYSTAL) (TYP.) STA. 1OO1+6O 12.32' LT - m MATCH EXISTING EDGE LINE SAWCUT (2' FROM EOP) o BEGIN 761' REDIRECT TAPER CO- CO- a- BEGIN MILL & OVERLAY -- ___L__ - ` \ \ \ SH 52 C . . . . 1 . . . I / . . . . i . . SH 52 GEOMETRY - ,; ,N I / \` CENTER LINES I - - - - - - - - - - - ELLOW, WIDE _ - STATION NORTHING EASTING \\ - T - - - . -- - - - __ _ - - - _ t \ / � � EDGE LINE i It WHITE, 4" WIDE LUPTON BOTTOM DITCH POB STA. 1000+00.00 124375.04 67628. 77 FO - 1- w TF0I- - - F0 - - - F0 Z i= 0 - 1 -F ` - - - - - - - - - - - - - - - - - - - - _ I O x- - -xi_ - x_ - _x_ _ -x- - iP - -x 0 - - -- Fp - - - - - - - _-_- _- - - - - - - - - - _ - - - _ O POE STA. 1037+00.00 124397.13 71328.70 r~ O -4V-X- I- - 9ki-= _ r0 _ -O - _ �- -a - -- _ tC -xr --4=1 - -A- E - -i--[ � =x=-E-c----4- �r�- o X- - - - - -X- - - - -X- - - X X - C- - U Ow BEARING N 89° 39'28" E W pu COL) O O 4. z O 491O � O0 _ r4 491O ' w Q Z H 8 Q3 N co W Z I J I o U N . co o - F?; r:,1 oao o _ o o Qc O N O p o 2 O c o 2 c� O PGL (MATCH o - � `° o �? o o EXISTING GRADE) o o0 — � o � r o_ Lu ii 0.46% > wii -0\----0 .28% -O.21x © > CID 0.21% 49OO 49OO EXISTING GROUND NI D i N N Lo c to Ntar 4 7 i- v, 0 c U O O,'an• .- 1OOO+OO 1OO1xOO 1OO2OO 1OO3+OO 1OO4 +OO 1OO5+OO 2 cp. • O• I D• , a ° U O 0' or: rn •- 0' 20' 40' 00 Print Date: 7/1O/2O14 Sheet Revisions HOLTON SAND & GRAVEL PIT SH 52 Ready Mixed Concrete Company As Constructed Project No./Code J o File Nome: 114O53DES_Planl.dgn Date: Comments Init. ROADWAY PLAN mu Horiz. Scale: 1:4O Vert. Scale: As Noted O a division of Boral Construction Materials No Revisions: & PROFILE M 6300 South Syracuse Way, Suite 600 4.395 Washington Street F.`1▪ 5 EELSBL!RCi Centennial, CO 80111 O Denver, CO 8O216 Revised: Designer: MET Structure , 7i. !ioLr & Phone: 303.7211440 CO Phone: 303-383-6456 Detailer: JMD Numbers ULLFVI(' Fax: 303.721 .0832 FAX: 303-295-047O Void: Sheet Number 4.-• .. Sheet Subset: ROADWAY Subset Sheets: PLN-1 of 7 811 . D 0 O 0 0 0 D 0 TYPE II 0 0 O 0 Call bea eyoudg. - + - - (2 CRYSTAL)-(TYP.) + - _ _ •_ - + - - - - - + _ _ _ _ t - - - - - - - -- --- 0 0 0 REMOVE EXISTING 0 O DELINEATOR TOE OF FILL STA. 1009+41 .0674 ' LT . SAWCUT (2' FROM EOP) (TYP) Co- CO- CV END REDIRECT TAPFR CD- Co -4— SH 52 N j , 1 I i I N MILE MARKERI POST a RESET CENTER LINES / -jig. YELLOW, 4" WIDE EXISTING MILE MARKER EDGE LINE / A EXISTING DELINEATOR (PROTECT IN PLACE) WHITE, 4" WIDE / (PROTECT IN PLACE) LUPTON BOTTOM DITCH \ '„„.. p -F-0 F$-{-f-= -r- jt i j_ -x-- fr --)c-r---x= _ � k x o o I o g� o o o 4910 - 4910 Q Q II- I- C/) N W W Z z J .J I I o o Q ~ O o O O . o , O Q I O o o O o o o m I O o `� `° o 'r? o o o O) oo o 0 o PD 0 o °�' EXISTING CGRADE) o °�'H Co O o o o O u n J n j n J n n n - J w W ' w o_ W o_ w o- a w 0.24% o 0.08% e 0.11% 0.08'/. - 0.02 '/. 0.00X -0.1 ) 4900 4900 c N EXISTING GROUND c O a3 Imo.. v) W D M '- O 'n c o 4' Tr d rn 0 c U o en ILIIFJ L - 1005.00 1006.0D 1007.00 100800 1009.00 101000 2' c n ED, . u) co 0) o i i o .. 4 = 0 0' Co io 0 0' 20' 40' n o o Print Date: 7/10/2014 Sheet Revisions HOLTON SAND & GRAVEL PIT SH 52 Ready Mixed Concrete Company As Constructed Project No./Code J o File Nome: 114053DES_PIan2.dgn Date: Comments Init. ROADWAY PLAN Horiz. Scale: 1:40 Vert. Scale: As Noted O a division of Boral Construction Materials No Revisions: & PROFILE M 6300 South Syracuse Way, Suite 600 4.395 Washington Street . RI ry PEELSBL!RCi Centennial,h CO 80111 CI Denver, CO 80216 Revised: Designer: MET Structure \ �i. IIOLT & Phone: 303.721 .1440 Q Phone: 303-383-6456 Detailer: JMD Numbers co UI.LEVI(' Fax: 303.721 .0832 FAX: 303-295-0470 Void: Sheet Number 13 ^ C Sheet Subset: ROADWAY Subset Sheets: PLN-2 of 7 811 . RESET EXISTING TOE OF FILL O DELINEATOR (TYP) O- T — — — T — — — T T 0 c O - T - - - T - 0- - _T - - - T - - - T O C Mow what's below. - 0- - _ 0 - - _ — — —�� — —ii— — —ir— — - ---//- rr_ ��i— — it_ _a— — �i_ - — Caibetaeyoudg. - — - - — - — — —+ • - + _ T - - - T : _ T_ d+" _ T_ _ T _ T - — — • — _ -F + N 1} -- _ — — C4 r- ,r_ - r- - - T - - - T r- c- 0 0 0 0 0 9 SAWCUT (TYP.) (2' FROM EOP) T -4- EN SH 52 . i . . . . I . . . . I . . , . I . , . . I . , . . w _ CENTER LINES /_, YELLOW, 4" WIDE EDGE LINE STA. 1014+10.90, 12.00' RT. _ WHITE, 4" WIDE EXISTING DELINEATOR BEGIN TRANSITION TAPER - _ _ _ _ _ _ - (PROTECT IN PLACE) -x-E-=x==--x-0H=x-OH _ E =x--=--x--U fix= 4,i-, =x= 0 Hx= =x- - ON- - --7-- - -Ef.- - - a - -x= - - - -x= - - -X---x-E--X---x-0 4 =x-= mac--E- .0 O STA. 1014+10.86 18.61 ' RT. TYPE II 0 (2 CRYSTAL) (TYP.) 0 O BEGIN SHOULDER TAPER O E O O 4910; - - lel4910 Q Q I- II- N N W W Z Z J J r _ UI. U 2 0 occ I , 00 0 0 o f o , O L.n 0 - o - o O 0 rr1 O O r- O N O • 0 O � o RI o PGL (MATCH rt o 4- o t o o , N rn EXISTING GRADE) o I rn `�' °' ca ii n n ° 0 n O II O n II c J — J J — • ° J J W ' W J w c W J w d )4X -0.09X O 0.10X -0.10X. -0.Q6X 0.01X C 4900 = 4900 c M EXISTING GROUND c 0 d 3 I .. V) Lu OD N InIn I- 0c 04' c.• O c O L O O, 9 1011.00 1012.00 1013 '00 101400 1015.00 1016.00 2' c n rn . m ] o I T 4 .0 % 0 O 0' O, 0 0' 20' 40' M o 0 Print Date: 7/10/2014 Sheet Revisions HOLTON SAND & GRAVEL PIT SH 52 Ready Mixed Concrete Company As Constructed Project No./Code J o File Nome: 114053DES_PIan3.dgn Dote: Comments Init. ROADWAY PLAN m o Horiz. Scale: 1:40 Vert. Scale: As Noted O a division of Boral Construction Materials Na Revisions: & PROFILE co 4395 Washington Street . 6300 South Syracuse Way, Suite 600 ry EELSBL!RCi Centennial, CO 80111 CI Denver, CO 80216 Revised: Designer: MET StructureRI 5 \ �i. F[ oLT & Phone: 303.721 .1440 0 Phone: 303-383-6456 Detailer: JMD Numbers ULLFVI(' Fax: 303.721 .0832 FAX: 303-295 0470 Void: Sheet Number N• - Sheet Subset: ROADWAY Subset Sheets: PLN-3of 7 811 . D- _ _ 0 1 STA. 1018+80.67, 32' LT END END ANCHORAGE0 TOE OF FILLOSTA. 1020+30.67, 32' LT _ NEW EDGE OF 0 BEGIN TYPE 3 GUARDRAIL (TYP) END TYPE 3 GUARDRAIL -//- l/V-1- -fir- -//- -x GRAVEL AC.CESS,. (TYP) BEGIN END ANCHORAGE C Kroh whaft WOW. - .— _T -- - � - — - — - -- - �. " T — + \7 R=2 5' MIN Y P.) - 1\i„. - - - - — - - - - _. — Ceibetas you r�' T - — 1 - T — T — —' T — T =T i / CO • - \ _ © N / EXISTING / � SIGN RESET EXISTING SAWCUT (TYP.) (2' FROM EOP) BATA. 1018+43.1732' LT \• DELINEATORS + / 0 BEGIN FNfI ANC HfIRAGF �� / . . a ‘I ml i JI do i Z • r II II cv fl ff a STA. 1020+68.17, 32' LT EDGE LINE 11 II `v' SH 52 END END ANCHORAGE WHITE, 4 WIDE I I REMOVE EXISTING �/ II I RESET EXISTING DELINEATOR •� CENTER LINES / II II �' DELINEATOR YELLOW, 4" WIDE 1 ii 3, - - - - - - - - - - - - - - - I - 41 - - - - - - - - - '- - - - - - - - - - - - - - - - - - - - - - - - - -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EN- N !j -CO _ 4. 4 \ . . . 1 . STA. 1017+10.66 24.00' RT. ` � • // , - - END TRANSITION TAPER / 1 �, STA. 1019+96.72, 28' RT / , / END _END ANCHORAGE _ _ _ _ _ _ - _ _ _ _ _ - 0 _ _ _ _ _ _ _ r \ / \ - rx-]N -x- -X---04= = -X= - Uri% -x�H -x- - x OH �I+ - - --)•(-E -x- - LEI STA. 1018+32.24 27.20' RT M RESET 0 RESET MAILBOX STA. 1019+59.22, 28' RT EXISTING 0 STA. 1017+10.64, 28.00' RT. Z END TYPE 3 GUARDRAIL SIGN O END SHOULDER TAPER STA. 1018+34.22, 28' RT 0 I I- C) BEGIN END ANCHORAGE O BEGIN END ANCHORAGE 0 STA. 1018+71 .22, 28' RT _. 0 SEE CULVERT PLANS FOR DETAILS END END ANCHORAGE D ii O BEGIN TYPE 3 GUARDRAIL J G 4910 - - . 4910 Q Q I— II— C N fW fW Z Z _I J _ _ U U Q Q I.., 0 0 0 0 , 0 I Pb Pb 0 - o _ 0 0 Ln 0 0 f O : 0 f� 6 K] 3 r& o + a PGL (MATCH O O• � o � o o�' o 1- a EXISTING GRADE) o o .ii. o cn II II 0 • II J — J — J J H J " J • W ; W EL W > W o_ uJ ? d 0.11/ 0.00% O 0.02% O -0.10/ O 0.04 '/. -0. 4900 4900 C ch 4 EXISTING GROUND C _O d D I , v) u d N n Lo o m 4, t ar i0 in 0 C ( ij C U � 9 1016.00 1017+00 1018 +00 1019+00 1020+00 1021+00 2' c n Loco o, > O I C• o 0' or: 0' 20' 40' n • 0 Print Date: 7/10/2014 Sheet Revisions HOLTON SAND & GRAVEL PIT SH 52 Ready Mixed Concrete Company As Constructed Project No./Code J o File Nome: 114053DES_PIan4.dgn Dote: Comments Init. ROADWAY PLAN mu Horiz. Scale: 1:40 Vert. Scale: As Noted O a division of Boral Construction Materials No Revisions: & PROFILE M 6300 South Syracuse Way, Suite 600 4.395 Washington Street . ry EELSBL!RCi Centennial,h CO 80111 C Denver, CD 80216 Revised: Designer: MET StructureRi \ �i. IIOLr & Phone: 303.721 .1440 0 Phone: 303-383-6456 Detailer: JMD Numbers • o ULLEVI(' Fax: 303.721 .0832 FAX: 303-295-0470 Void: Sheet Number 4.- -.. Sheet Subset: ROADWAY Subset Sheets: PLN-4 of 7 811 , 0 0 0 0 0 C 0 0 0 0 0 C Know what's below. • - - - —+ - - - - - - - - _ _ + _ - - - — - — + — - __— - — - - — _ 4- - - - - - 4(C)N N N (N TOE OF FILL N C 0 0 0 0 (TYP) 0 C y [- r- r SAWCUT (TYP.) (2' FROM EDP) c A -411( Ntim N t SH 52 I I I STA. 1022+10.84 24 .00' RT . N CENTER LINES - 0- BEGIN 50' RADIUS .0.. YELLOW, 4" WIDE V) W 0 EDGE LINE 0 U WHITE, 4" WIDE WQ — — - .. - .. - - - - - --- - - - es 40 4 , - . , a. - a . , - . , - - - - X . . 'V W- - - - - - .. il H- Li WUO - - - = E " X- [&X -X[JC x- I�`--X- rx- �&zrUh x� -- -014x- ---E->; -�X—C�, _ - - --�kl =x=—� =x==�=>c=�-E-mac=� STA. 1022+50.56, 57.90' RT Q Z RESET EXISTING p STA. 1023+54.86, 24 .00' RT. DELINEATOR 0 0 RELOCATE EXISTING rt W O END RADIUS 0 p POWER POLE CCU '—' cc, TSTA. 1022+64.84, 77. 16' RT. 41 END RADIUS 1 STA. 1023+00.87, 78.84' RT . BEGIN 50' RADIUS o qrs4 qr. a /re ‘4_ Q EXISTING PROPERTY LINE 491O - • EXISTING EASEMENT I— (n 4910 W W Z Z Si J I I U U Q Q I I o 0 - 0 0 0 O O 0 - O _ O O O . O 00 r� �`� O N O N O N O • ` o ,� O PGL (MATCH o o O • o 0 0 o o EXISTING GRADE) N N °�' o N 0 0 o o Lt ° J n J u J n i n • D W U n U D_ U O U o_ )5X 0.05/. 0 > >1/ .15% 0.02% > 0.03% -0.03% c 0. 49OO 4900 o d D O o EXISTING GROUND NI M0to c o Nyr d 4 7 i0 � o 00 U •c # O O, o - 2' c n rn co o ,', 1022.00 1023.00 1024.00 1O25-OO 1026 .00 1027.00 a '• S 0 0 0' 20' 40' M o 0 Print Date: 7/1O/2O14 Sheet Revisions HOLTON SAND & GRAVEL PIT SH 52 Ready Mixed Concrete Company As Constructed Project No./Code Li o File Nome: 114O53DES_PIan5.dgn Date: Comments Init. ROADWAY PLAN m o Horiz. Scale: 1:40 Vert. Scale: As Noted O a division of Boral Construction Materials Na Revisions: & PROFILE 6300 South Syracuse Way, Suite 600 4395 Washington Street . ry EELSBL!RCi Centennial,h CO 80111 C Denver, CO 80216 Revised: Designer: MET StructureRI , �i. IIOLr & Phone: 303.721 .1440 0 Phone: 303-383-6456 Detailer: JMD Numbers coUI-1EVI(' Fax: 303.721 .0832 FAX: 303-295-047O Void: Sheet Number cC Sheet Subset: ROADWAY Subset Sheets: PLN-5of 7 811 3 - T - - - T =- = T - - - Q - ! -- I - - - - - i T - - - T - - - T - - - T - 1 - - - T - - T-O4 CF FILLj • - v- - -x-_ - XA -y- - > -Y- - -Y- - -X- - -x -x Q - -x- - -x- - -x- - -x- - -X- - -X- - -X- X- - -xiT - -x- - -X- - - -( ` - --x- - -�. O TYPE II -� -i —r — 0 0 0 p Q (2 CRYSTAL) (TYP.) 0 I - I + _ _ _ _ _ + - - - T —_- - T_— - - T — ��T - - T - - - T +_ _ - — - — - — - - — - — - Know what% a,e you c - ` • I t� _ — — _ a _ - — - - = + Calbetasyoudg. - — - — - — J - �� \ N SAWCUT (TYP.) DE INEATORS° Q r0 CENTER LINES / YELLOW, 4" WIDE/ •\• O (2' FROM EOP) Q __ cx}. CD _ STA. WZ9-5.5.24_ 32-0fILLL - - - - - --416 BEGIN SHOULDER TAPER 4- I I STA. 1O29-A5.16, STA. 1027+35.37, SH 52 BEGIN REE TAPER LT. BEGIN TRANSITION TAPER - - - - - -ems �� I � - /� R=25' MIN. (TYP) STA. 1029+55.09, 12.00' LT. •\ i - / , � �� END TRANSITION TAPER - / _ EDGE LINE / \ / - ' 1 / \ _ - - _ _ _ �� - - WHITE, 4" WIDE - - - - - - - / ► v I _ -- - - T - - - - T L--L_ T - - - T - - - T - - - I - - T - - - i 1 - \ -- T — �11- I - T - )c= E �_�.�— —=r E- =•-.{- =,r-0��-r ��_E ix--_---- �� -x- €-X--� ��}x x--- x==x=-O�kk= =x=-E-- _ _ __Xq1-1 _ _E->,�-- k-- -+x�- =�1=x== � STA. 1028+56.68 25.62' RT STA. 1030+93.28, 24.00' RT. STA. 1027+84.06, 24.89' RT RESET EXISTING MAILBOX RESET BEGIN TRANSITION TAPER O RESET EXISTING MAILBOX DELINEATORS 0 p STA. 1030+96.01, 28.00' RT. CD 0 BEGIN SHOULDER TAPER cs NEW EDGE OF L� GRAVEL ACCESS (TYP) t CNI N M O 0 4910 k ^ - - 'I-44910 II- H N N W W Z Z _! J 2 I 0 0 Q • Q 2 o, o o O o M o - O - o 0 - o N O N O N6 r ) o ro 6 A- O • O 0 • O • O - o c#0 o 0, o PGL (MATCH O• o � 3 CN 0 't o 0 EXISTING GRADE) o .- Mo it j n j n J ° _I J ° _I W o- W E_ W E W W W W 0.03% e -0.00/ O 0.06/ eO.O4/ -0.02/ 0 -0. 4900 4900 c en EXISTING GROUND 0 I• D N W D 0 M0to c O 0 41 yr d I cs o c U a .0 O, L t 1027.00 1028.00 1029 .00 103000 103100 1032.00 2' c n rn . Lo co 0 I I 0 •I c7a a' ti o 0' 20' 40' M o 0 Print Date: 7/10/2014 Sheet Revisions HOLTON SAND & GRAVEL PIT SH 52 Ready Mixed Concrete Company As Constructed Project No./Code Li o File Nome: 114O53DES_PIan6.dgn Date: Comments Init. ROADWAY PLAN m o Horiz. Scale: 1:40 Vert. Scale: As Noted O a division of Boral Construction Materials Na Revisions: & PROFILE 0 6300 South Syracuse Way, Suite 600 4.395 Washington Street . ry EELSBL!RCi Centennial, CO 80111 CI Denver, CO 80216 Revised: Designer: MET StructureRI , �i I[ OLT & Phone: 303.721 .1440 0 Phone: 303-383-6456 Detailer: JMD Numbers coUI.LFvia Fax: 303.721 .0832 FAX: 303-295-0470 Void: Sheet Number cC Sheet Subset: ROADWAY Subset Sheets: PLN-6of 7 I _ I 811" ' If;- - x- - -X- - > 0 TYPE II (2 CRYSTAL) (TYP.) O STA. 1036+15.10, 11 .93' LT. c0Kimwhat%bPOW — _i- �� 0 _ - _ �+ _ O 0 _ END REDIRECT TAPER ., MATCH Cabeyou g. I (.r) 44- - LLC) CC) ENDMILLXI& TOVERLAY SAWCUT (TYP.) (2' FROM EDP) r0 STA. 1036+15.15 20.58' LT. M O END SHOULDER 'TAPER 0 / \ TOEOFFILL (TYP.) /CO- r MPH EXISTING -44- • . . . . I I I I I I o - STA. 1033+14.95, 11 .96' RT. SH 52 - 0. END TRANSITION TAPER 1 I I o -x- - -X- - - -x- - -x- - -X- - -x- - , / REMOVE - - - - EDGE LINE / - T DELINEATORS' Li T - - _ T - - - T - - - T - - mI WHITE, 4" WIDE o /i - - - - — _ T / -7---Y= =---?-n6,-- -=.4-1-- _-,,-__=-04-----x= -I-----)<= --OH--n-x= - T 7---= =K-11:1-1-7= E- � �� x-- x- -fix— lc a - - — QH - - - E - - - QH �- - STA. 1032+68.27, 18.65' RT. CENTER LINES z END SHOULDER TAPER YELLOW, 4" WIDE EXISTING SIGN J (PROTECT IN PLACE) OO MATCH EXISTING t U i � in pco it. PO rn 4910; - 0.. 'ei w I . OQU N Z I- I- W V) ; W Z I--� J U H Q . 2 O . o _ O O No o0 O M o ;71; id 0 P) 0 MO o r; p 4o PGL (MATCH � o 9e c- o o ro EXISTING GRADE) 2 o ti ,o II O u J ' J H j u J• ° -I 0_ W 0_ LLI EL LJ a- LIJ LIJ )0% a 0.05X e 0.05% > 0.02X 00.19% 4900 4900 c cn EXISTING GROUND c 0 I• - ` v) N W .0 x o a rill- in c o 0 4' • i '. 0 CPo C �r o0 0,2 1033+00 1034+00 1035 +00 1036+00 1037+00 2' c n rn N DCI O I T Q U 3 0' / 0 0 0 0' 20' 40' On Print Date: 7/10/2014 Sheet Revisions As Constructed HOLTON SAND & GRAVEL PIT SH 52 Project No./Code Ready Mixed Concrete Company o File Nome: 114053DES_PIan7.dgn Date: Comments Init. ROADWAY PLAN mu Horiz. Scale: 1:40 Vert. Scale: As Noted O a division of Boral Construction Materials No Revisions: & PROFILE 6300 South Syracuse Way, Suite 600 4395 Washington Street . ry EELSBL!RCi Centennial,h CO 80111 CI Denver, CO 80216 Revised: Designer: MET StructureRI , III IIOLr & Phone: 303.721 .1440 0 Phone: 303-383-6456 Detailer: JMD Numbers co ULLFVI(' Fax: 303.721 .0832 FAX: 303-295-0470 Void: Sheet Number ..- -. Sheet Subset: ROADWAY Subset Sheets: PLN-7of 7 60' PARCEL CONVEYED TO DEPT, OF E . 1 /4 COW- SEC 1 , L IN. , R. 67W. < F0UID 2 - 1 /2' ALUMINUM HIGHWAYS, STATE OF COLORADO IN BOOK NORTH LINE S E 1 /4 SEC 1 ( FOUND - V. C- 59. OO' SOUTH OF tRLE CORNER L CAP, PPS, P. L. S. 34997, - - - - - S99. 06' 33' E 1471 , PAGE 183 ON FEB 25, 1957 ON LINE, 3-1 /2P ALUM I NLIM CAP, P. L S. 13155, 2010) 3 : 3. 4' - - - -" - - 2627. 6W 1992, PEP MONUMENT RECORD TIE ) 1�0' 32. 59• E \N W. COW. S. E. 1 / 4 SEC. 1 , T. 1N, , R, 67V. — — — _ _ \ N W. COP. E. 1 /2 S. C. 1 /4 FOUND N5 REBAR L 1313 84 ' — as 16' ( FOUND 2' ALUMINUM CAP, ALPHA ENG. , c SEC. 1 . T. IN. R. 67W. — FOUND N5 REBAR & S89' 06 ' 33 ' E P. L S, 25937, 1995, PER MONUMENT COLORADO cCAP, P. L. S. 25619 CAP, P. L. S. 25937 00' ER - ]rE POP. POLE 1S I . 0' 30' b FOUND *5 REBAR L RECORD TIES ) $ t ; FINE , O N E CO . 0' ASPHALT ENTRAHI :F STATE HIGHWAY NO . 52 '0 CAP, P. L. S. 12330 I _ -_ _ _� se9• ob' 33• E S89' 06' 33' E �� • / I la fN — — I 175, oo 3a°Aas - 318. 31 ' T : 33' E*I -Id--> ma Ii [GMwTHtt�- }- 466 69' — —1 ON_IIE HIGHWAY FENCE END I. tY REST OF UTTER I is teIL1HE it 1 �6. FOUND P. K_ MASONARY 15' RIGH—OF—WAY RESERVATION PER I NAIL IN ASPHALT RECORDED EXEMPTION 1469-01 -4 RE-2526 I W E I I WAY EXPANSION kw FUTURE APER TE HREH1469-01 - 4 RE-WAY 52 4569 QED GE ASPHALT I 6 I I • 30' x150' JOINT ACCESS & UTILITY WI S , EASEMENT FOR THE BENEFIT OF BOTH I I I LOT A L B OF RE- 4569, AND BY ACCESS I I EASEMENT AGREEMENT RECEPTION GRAVEL ENTRANCE *3470578, RECORDED APRIL 23, 2007. {r• TO AV WATER SCALE : 1 " - 60 ' I I ' - t LEGEND LOT A, RECORDED E1'EVP710N < I • IENOTESI FUUN411 NUNLJMHNI A ➢H- : LkIBED HEREIN I ' •/��O /469- 0/ - 4 RE--252 6 RECEPTION 42726138. VELD CDJNTY RECORDS, 11906 MY. 52) ;; x - • DENOTES' FENCE LINE ± - - P - DENOTES' OVERHEAD ELECTRICAL LINE I 7. 'r l 30' WIDE ACCESS EASEMENT BETWEEN ALW WATER I "' 114 ILNCE DIMENSIONS SHDMN HEREON INDICATE 11N WHICH SIDE IF THE LOT o SEVICE AND WRIGHT INVESTMENT GROUP. WRIGHT LIRE THE FENCE IS. O• SHALL HAVE USE FOR ACCESS FROM LOT A L B, RE JLOTAii i-I SI 1449 - 01 - 4 RE - 4569 PER ACCESS EASEMENT AGREEMENT w I a• RECEPTION *3475173, RECORDED NAY 08 , 2007. CONTAINS 5 uo2 AcRLS HLRL Clc LESS JB NLEGAL DESCR1NT111Ni PER COMMITMENT N0. 1494825 I ( NO BUILDINGS) 'we Li LOT A AND B, RECORDED EXEMPTION NO. 1469-01 -4 RE - 4569 BEING A PART OF i :, WTHii THE SE I OF SECTION 1 , TOWNSHIP l NORTH, RANGE 67 VEST OF E 6TH P. M , I H m WELD COUNTY, COLORADO, RECEPTION NO 3473121 , RECORDED MAY 2, 2007 , rn TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR ACCESS, INGRESS AND EGRESS AS o. ei R„ - SET FORTH 1N ACCESS EASEMENT AGREEMENT RECORDED NAY 11 , 2007 AT - Ib RECEPTION NO, 3475173, COUNTY OF VELD, STATE OF CAORADO CU I W la tu ^ I BASIS FOR BEARINGS' I H W ELECTRICAL W L,� THE NORTH LINE OF THE SOUTHEAST ONE-QUARTER OF SECTION 1 , TUlNSHIP 1 -" ^ t TArartRMER WATER = CI GU:cTRtC NE 3. S W51 WELL 1 J CHAIR NORTH , RANGE 67 VEST OF THE SIXTH PRINCIPAL MERIDIAN, CI)JNTY OF WELD, t5 • 7R BREMER I ' *4° LIAR STATE or COLORADO, BEARS N09. 06 '33 'V, TAKEN FROM THE RECORDED EXEMPTION I o 1 t L FENCE I Q 1469-01 - 4 RE-4569 AS RECORDED EN RECEPTION 0 3473121 , WAD COUNTY It RECORDS. ALL MONUMENTS EXIST AS SHOWN HEREON -- • ICONCRETE FOUND #4 REBAR I W rPAD 10' x l0' 29 9 mt.-el \ NOTICE' 4i 2-LATER rLJt GAS ' STE [ M 2- MATER +' VA' STEEL FEiHC£ o• . , • ACCORDING TO COLORADO LAW YOU MIDST COMMENCE ANY LEGAL ACTION BASED UPON + -VAT E2 VALVE �' S89 06 33 E 466 . 69 ' a : ° ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EYFNT NAY ANY LEGAL ACTION BASED LPON ANY DEFECT IN ri �ELECTRIi ECTRIC x I5�"t'"Fn I ` FOUND 05 REBAR I I THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE •I OUTLET NtemetR 2I C.eTE _LECTRIE I CERTIFICATION SHOWN HEREON. ? ar+wlr x CAP, P. L. S 25619 0 I THE LINEAL UNITS USED AND SHOWN HEREON IS u S SURVEY FOOT R? I THERE MAY BE BURIED UTILITIES [N (P ADJACENT TO THIS SITE NOT SHOWN DUE I r N TO INSUFFICIENT St1RFACE EVIDENCE_ NO STATEMENT IS MADE CONCERNING I z ELECTRIC 3. oI RREwRERi ✓ o, w SUBSURFACE CONDITIONS, OR THE EXISTENCE CF OVER omitHEAD OR UNDERGROUND CT Ic CONTAINERS OR FACILITIES WHICH MAY AFFECT THE USE OR DEVELOPJENT OF THIS �� ; , , 0 cu TRACT OF LAND. .— ELECTRIC C') Iv, I= IUEAKEs ti EXCEPT AS SHOWN OR SPECIFICALLY STATED, THIS SURVEY DOES NOT PURPORT TO I:: REFLECT ANY OF THE FOLLOWING WHHICH MAY BE APPLICABLE TO THE SUBJECT REALAl , � i I ESTATE ' • COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJACENT TRACTS rz 2-VATER YALE '. .+ OF LAND OR RIGHTS-OF-WAY, BUILDING SETBACK LINES, RESTRICTIVE COVENANTS) % I t • x NIGH �• m SUBDIVISION RESTRICTIONS) ZONING OR OTHER LAND USE REGULATIONS. mJI -• EAR' Eratr I I ma IaI J FOR OWNERSHIP OF THIS TRACT CF LAND, EASEMENTS AND/EP ENCUMBRANCES c'1 I AFFECTING THIS TRACT OF LAND, R. W. BAYER a ASSOCIATES RELIED UPON b8 CHICAGO TITLE INSIRANCE COMPANY, CQ 4ITMENT IC 1494925, DATED SEPTEMBER z :• RECORDED H EXEMPTION NO . 1469 - 01 - 4 RE - 4569 x I 13, 2012 AT 7' 30 A M THIS PARCEL SUBJECT TO THE EXCEPTIONS AND x tRECEPTt [N I 3473121 , WELD COUNTY RE[DZC2. 1I9G' H ENCUMBRANCES CONTAINED UNDER SCHEDULE B - SECTION 2 OF SAID TITLE I ,_,,� COMMITMENT . ( EASEMENTS THAT CAN BE PLOTTED ARE SH05HN HEREON) I I jLIt. LOT B CERTIFICATE OF SURV'EYg I , RAYMOND V. BAYER, A PROFESSIONAL LAND SURVEYOR, REGISTERED IN THE I I� CONTAINS 7, 833 AC RE u- :- x } I STATE OF COLORADO, HEREBY CERTIFY TO READY NIX CONCRETE COMPANY, THAT A ■ I ( HO BUILDINGS) I SURVEY OF THE ABOVE DESCRIBED PREMISES WAS CONDUCTED BY NE OR UNDER MY I m DIRECT SUPERVISION ON SEPTEMBER 05, 20121 THAT THE ATTACHED IMPROVEMENT I FOUND *5 REBAR & ELECTRIC puuVccR FOUND *5 REBAR I - c SURVEY PLAT CORRECTLY SHOWS THE LOCATION OF ALL BUILDINGS , STRUCTURES, CAP, P. L- S. 2593 LAPEL I ' *5' CAP, P L . S. 5937 Ih FENCES, DITCHES, RESERVOIRS, AND OTHER IMPROVEMENTS SITUATED ON SAID I PREMISES, THAT, EXCEPT AS SHOWN, THERE ARE NO EASEMENTS OR RIGHTS-OF-WAY X5. 0 N69. 06' 3? 318. 31 ' y g "p I VISIBLE, OR OTHERWISE KNOWN TO ME O4, ACROSS OR AFFECTING SAID PREMISES, IRRIGATION . At ` X s >< AND, EXCEPT AS SHOWN, THAT THERE ARE NO PARTY WALLS, NO ENCROACHMENTS ON pIPF y I I ADJOINING PREMISES, STREETS OR ALLEYS BY ANY OF SAID BUILDINGS, ELECTRIC I STRuCTLHRES CP OTHER IMPROVEMENTS SITUATED ON ADJOINING PREMISES. •EAUGATE - L'" OUTLET it WIRE I LT �YAULT Y FENC YA 1 5' x3 Sil 3' r6' Y BERMED I •" CENT_: CF 12' :M wt °E ins CONTAINMENT I I 'i'""R" AREA,C1.!..• T 'r O VENTER l2' = .. : o"J (h VIM tHEAN I % ' .r a 41, tear e.+cJ C � I p I U R YlR¢ID W. BAYEIi s v� I CD PEG. P. L S. IVQ 6973 : • 6973 ' I DATE: /47;/: . if 2612 ` ° x I COUNTY SURVEYORS CERTIFICATE �T�wc FOUND N4 REBAR I I I FOUND *5 REBAR L eV DEPOSITED THIS DAY OF , AT _ + H. , IN I PARTIAL ILLEGIBLE ` ., � 3, /CAP, P. L S. 12330 BOOK CF TFE COUNTY SURVEYORS LAND SURVEY PLATS / RIGHTS OF WAY CAP may.! _ � 1r?`/- SURYEYS AT PAGE , RECEPTION NO, THIS I I " ` - - ` ' • , 1� , 1 LAND SURVEY PLAT CI]PPLIES WITH SECTION 30-51 - 106, COLORADO REVISED a N89 06 d3 UI A WIRErENC 81 $. 00'� I STATUTES. £ FEriE I : _I s ryttkE I I COUNTY SURVEYOR I I I S. W. COW. S. C. 1 /4 SEC. 1 , T . IN. , R. 67W. I I ( FOUND 2- 1 /2' ALUMINUM CAP, ALLES L S. E. COW. SEC. 1 , 1. IN. , R, 67V , ASSOC. , P. L. S. 9644 , 2000, PER I MONUMENT RECORD TIES) S. W. CUR. E. 1 /2 S E 1 /4 ( FOUND AND ACCEPTED - 2' ALUMINUM I SEC. 1 , T. IN R 67W. LOCATION CAP, P. L. S. 25937, AT ON OF 1973MONUMENTRECORD) , 1322. 996e 1 / 132Z. 996' — — 009° 59' 51 ' W 2645, 99' � 7. 35' H 4' Y 8 13'So I • - - - - ,/ OO. I 3'! r AL LN !NUM FOIJ<ND 3' ALUMINUM CAP, TSWTH LINE S. C. 1 /4 SEC. I t SAYRE, P. L. S I t 312, 2030, LSi 13155. PER MCNttCPT R= (IJRU ` ICs ) 1992, PER MONUHENT RECORD TIES) R . W. BAYER & ASSOCIATES , INC . VISIONS+ CADFILE, RM12112/RM12II2. DWG IMPROVEMENT SURVEY PLAT - 1 DATE I �w �' I ` " ' " ' 1 � "° 2090 EAST 104TH AVENUE, SUITE 200 = 60 SEPT. 05, 2412 G . ,a, B . R. B . 2012 - 112 LJI AND LOT B, RECORDED EXEMI ° iK :m Nom. 1469- 01 - 4 RE - 4569, BEING A PART OF THE SOUTHEAST ONE -QUARTER OF SECTION 1 , THORNTON , COLORADO 80233- 4316 TOWNSHIP 1 NORTH, RANGE 67 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO. 600K PACE Ma `': '. SHEET- (303) 452 - 4433 FAX: (303) 452 - 4515 664 49 1 - 1 N . 67 - 3L J 1 OF O///4 �,i ❑ j_ _ _ _ _„,,c<> , I) N\ ^l n41 ;/ 2 _ X1 W f ) \ , r CI N� ) -Z I WCR 145 i I '�� WCR 14 .5 ' CR•14.5 E "14TH ST 14TH ST RI rn P-66w if z jj � IL — y Q • • f11TH-ST a IMPROVEMENTS ORIGINALLY PLANNED FOR THIS LOCATION -� 1 I fj WILL MOVE WEST TO NEW SHARED ACC SS _OCATION __THIS LOCATION WILL BE FOR SECONDXRY ACCESS ONLY s ONLY TYPICALLY PICK-UPS AND FOR_LOCAL FARM ACCESS. '��; STH-STS - W) Y -_ •�.— 4 :�`, \-- Q r ■��I11, Y � H S TT T - > } 6TH STj col ■= :1 ■� n■ Q , s �lllllll 1115TH ST ® - -z - z O INIIII r M SR14-0020 READY MIXED! CONCR RITE COMP cc m 4TH ST `� MI OR AMEN MENT TO ADD SHARE ACCESS 116 . _ 1■I _.1 r � I!. 3RD.ST 1 ■� Jill a E� IN OUND AN OUTBOUN ) FROM HL I 52 4 u1� _ __-__ F 4€-MORTON LAKE MINE r 2ND ST 1 2ND ST I�Iw �■I 1 ■II ■ e l N■1� z 1 I . W • --t 0 s7w r. \ 1 i li M - N in 1 CV ■I■ N --7th I 1 �� , �,, 85 ELIZABETH CT—z 11 iil —� �� l1. ' i 2 / r �� 1 ftu � ui lr 0 7 Ir =_, • _ a . . 494 ... .,.., : .:- I. .. ' '' . . *., --AP , - . . ill , - 4 ., - .1 - - t. ' ,:icjii: i `.. •4•21,14_ csi . . , l .Lf,'' N } • Morton Lakes Minor Exemption September 2014 � Proposed Highway 52 Primary Access Location Proposed relocation of primary access for • Current Highway 52 $ �' —air . • Holton-Morton Lakes sand and gravel operations. Primary Access Location ' — ` •14: 41 iiii..!M i n er a� Fed ---1 " - .� ft)...„...„ r i Ci ,•‘ 41 %OP . ., 1,7I i , , 4 it . ___ _ . • ., , , ,, . . . , 1 I 411 III I. IL"- --- .. . ' * 1 _, i . -.. . , . , _ - . .al , Iiii , _ . .._._. _ • .. i . _ __ • .. . • . . __, _ . ._A 4 1 4 i a * 64.1""Ins. . —gs I • - . . . ' - a . • • ir s . . I, . _ . . .,. . _ i I, .., . ..., . • ' . .frit. A . 1)1 — ip,,, I. In. ‘ba I . . sins lit may. Illit.g.• - iiiia . , • .1.07 .',IA% ' 11 • "II. r• . : . _ . i . 1 f� �� a 1 f . • V� • , ,#1 R i , . S. i _ -s — --,- - _ _ _ - • 4 . . I _ • I 1.1 1 1 it {. . ' , , 1 • 41 IF` .M ' M. .. r et,. _ . . , .- e p • is ,' I - .,,. .T ,,,,,. . .. ._ „. trip_t _ r . . . . ear4,,I. .% 599ft iGOogle a , .y i trit El • 0,- ,_ cro 2012 Goo le �• f e ai,Imagery Date . 5/4/2011 a 1 1993 40 "04'41 . 64" N 104 -'49'45 . 60" W elev 4900 ft Eye alt 7494 ft O ) DEVELOPMENT STANDARDS 3 o- - - O C 1 . The Site Specific Development Plan and Use by Special Review Permit #1682 is for a Mineral Resource Development Facility including a — ° a COLORADO STATE HIGHWAY # 52_ ` — o ;— — —ry A Concrete Batch Plant , Recycled Concrete and Gravel Mining , ° ° o ° r W1 /4 COR., y and the importation of mineral resource material from USR-1608 ( Holton LL • 1 E4-5Ec� - - Lakes ) , in the A ( Agricultural ) Zone District , and subject to the Development Standards stated hereon . . " - �' — [� duo ° p ° t7 o R66W, 6th P.v'ULIO 2 . Approval of this plan may create a vested property right pursuant to Section 23-8- 10 of the Weld County Code . 6 0$ " .art • \ L�_SA2 A 3 . All liquid and solid wastes as defined in the Solid Wastes Disposal Sites and Facilities Act , Section 30-20- 100 . 5 , C . R . S . , shall be oo a stored and removed for final disposal in a manner which protects against surface and groundwater contamination . v ' o ° 625' 4 . No permanent disposal of wastes shall be permitted at this site . This is not meant to include those wastes specifically excluded PERMIT BOUNDARY / from the definition of a solid waste in the Solid Wastes Disposal Sites and Facilities Act , 30-20-100 . 5 , C . R . S . a . �'% II 5 . Waste materials shall be handled , stored , and disposed in a manner which controls fugitive dust , fugitive particulate emissions , z 0 blowing debris , and other potential nuisance conditions . m p LOT " B"/ 6 . The applicant shall operate in accordance with the approved Waste Handling Plan . //� 7 . The applicant shall comply with all provisions of the Underground and Above Ground Storage Tank Regulations ( 7 CCR 1101-14 ) . 0 8 . The truck washing area shall capture all effluent and prevent discharges from drum washing and the washing of vehicles in accordance , with the rules and regulations of the Water Quality Control Commission , and the Environmental Protection Agency . 9 . Fugitive dust and fugitive particulate emissions shall be controlled on this site . The facility shall be operated in accordance - with the approved Dust Abatement Plan at all times . it Q 10 . This facility shall adhere to the maximum permissible noise levels allowed in the Industrial Zone District , as delineated in Section a z 25- 12-103 C . R . S . V m 11 . Adequate hand washing and toilet facilities shall be provided for employees and patrons of the facility . i= \ E 12 . Sewage disposal for the facility shall be by septic system . Any septic system located on the property must comply with all o .1- w provisions of the Weld County Code , pertaining to Individual Sewage Disposal Systems . J co 13 . Portable toilets may be utilized on sites that are temporary locations of the working face and portable processing equipment , ° etcetera for up to six months at each location . a ° 14 . Bottled water shall be provided to employees at the temporary locations of the working face , at all times . 15 . A permanent , adequate water supply shall be provided for drinking and sanitary purposes . 16 . If applicable , the water system shall comply with the requirements for a community water system , as defined in the Primary Drinking Water Regulations ( 5 CCR 1003 - 1 ) . 0 17 . The applicant shall remove , handle , and stockpile overburden , soil , sand and gravel from the facility area in a manner that willIU O ° prevent nuisance conditions . ED SE COR., 18 . All potentially hazardous chemicals must be stored and handled in a safe manner , in accordance with product labeling and in a manner I SEC. I , TIN, that minimizes the release of hazardous air pollutants and volatile organic compounds . R67W, 6th P.M. , 1 19 . If applicable , the applicant shall obtain a Stormwater Discharge Permit from the Colorado Department of Public Health 5 Environment , 2 Sw COR., Water Quality Control Division . ;- . S , -11N, 266W6W, 6th P.M. 20 . The operation shall comply with all applicable rules and regulations of the Colorado Division of Minerals and Geology . � I21 . The operation shall comply with all applicable rules and regulations of the state and federal agencies and the Weld County Code . e- Lee 22 . "No Trespassing" signs shall be posted and maintained on the perimeter fence to clearly identify the boundaries of the site . r • 23 . Lighting provided for security and emergency night operation on the site shall be designed so that the lighting will not adversely m MORTON affect surrounding property owners , in compliance with Section 23 -3 -360 . F of the Weld County Code . . 7 / 24 . Section 23-4 -290 . B of the Weld County Code limits the hours of operation for sand and gravel operations to the hours of daylight F2 HOLTON except in the case of public or private emergency , or to make necessary repairs to equipment . The hours of operation may be extended o or H - specific permission from the Weld County Board of County Commissioners . This restriction shall not apply to operation of T ATC �, S c,-- with LAKES administrative and executive offices or repair and maintenance facilities located on the property . cc cc L 1�L cc 25 . Where topsoil is removed , sufficient arable soil shall be set aside for re-spreading over the reclaimed areas . A PERMIT BOUNDARY 26 . Should noxious weeds exist on the property , or become established as a result of the proposed development , the applicant/ landowner oI shall be responsible for controlling the noxious weeds , pursuant to Section 15-1-40 of the Weld County Code . -= 27 . The main access is from State Highway 52 . Sand and gravel materials excavated on the Holton Lakes property ( USR- 1608 ) will be y\ transported by conveyors to the main plant area at Morton Lakes . , 28 . The historical flow patterns and runoff amounts will be maintained on site in such a manner that it will reasonably preserve the natural character of the area and prevent property damage of the type generally attributed to runoff rate , velocity increases , , ° diversions , concentration , and/or unplanned ponding of storm runoff . 6 o 0 29 . The site must take into consideration stormwater capture /quantity and provide accordingly for Best Management Practices . lf/ 1`-/ 30 . If any work associated with this project requires the placement of dredge or fill material , and any excavation associated with a dredged or fill project , either temporary or permanent , in waters of the United States which may include streams , open water lakes z I ° and ponds or wetlands at this site , the Department of the Army , Corps of Engineers shall be notified by a proponent of the project for proper Department of the Army permits or changes in permit requirements , pursuant to Section 404 of the Clean Water Act . tJ I- 31 . The landscaping on site shall be maintained in accordance with the approved Landscape , Screening , and Berm Plan . m F 32 . A building permit shall be obtained prior to the construction or placement of any structure such as a scale , concrete and asphalt g plant , office , concrete casting facility , recycling plant , office trailer and any other structures placed on the parcels . An w electrical permit will be required for any electrical service to equipment . A plot plan shall be submitted when applying for re- building permits showing all structures with accurate distances between structures , and from structures to all property lines . 33 . A plan review is required for each building for which a building permit is required . Plans shall bear the wet stamp of a Colorado 0 Uregistered architect or engineer . Two complete sets of plans are required when applying for each permit . ecv 34 . Buildings shall conform to the requirements of the current building regulations that have been adopted at the time of building , . ` � '^> + permit application , or the 2006 International Building Code and Chapter 29 of the Weld County Code . E1 /4 COR., J1 /4 COR., PERMIT BOUNDARY SEC. 12, T1 N, EC. 7, T1 N, 35 . Each structure set on a foundation will require an engineered foundation based on a site-specific Geotechnical Report or an open R67W, 6th P.M.6W, 6th P.M. hole inspection performed by a Colorado registered engineer . Engineered foundations shall be designed by a Colorado registered engineer . LEGEND 36 . Building wall and opening protection and limitations and the separation of buildings of mixed occupancy classifications shall be in Permit Boundary accordance with the Building Code . Setback and offset distances shall be determined by the Weld County Code . UMMINNIN Existing Open Water 37 . Building height shall be measured in accordance with the Building Code for the purpose of determining the maximum building size and Perm i t Area height for various uses and types of construction and to determine compliance with the Bulk Requirements from Chapter 23 of the Weld County Code . Building height shall be measured in accordance with Chapter 23 of the Weld County Code in order to determine M a p compliance with offset and setback requirements . Offset and setback requirements are measured to the farthest projection from the building . Scale : i' - 400'-0" 38 . A Flood Hazard Development Permit shall be submitted for buildings , stockpiling , and berming in the 100-year flood plain . 39 . Effective January 1 , 2003 , building permits issued on the proposed lots will be required to adhere to the fee structure of the County-Wide Road Impact Fee Program . 40 . Effective August 1 , 2005 , building permits issued on the subject site will be required to adhere to the fee structure of the Capital Expansion Impact Fee and the Stormwater/Drainage Impact Fee Programs . 41 . Should human remains be discovered during mining activities , the requirements under State law , Part 13 , C . R . S . , apply and must be T followed . 2 42 . The number of employees associated with the daily operations is limited to 15 persons per shift . N 43 . The applicant shall operate in accordance with the approved Noise Control Plan , at all times . > . Fort T 44 . The property owner or operator shall be responsible for complying with the Design Standards of Section 23 -2-240 of the Weld County Hwy # 52 •�' , li LU PtO n Code . 45 . The property owner or operator shall be responsible for complying with the Operation Standards of Section 23 -2-250 of the Weld N County Code . 46 . The property owner or operator shall be responsible for complying with the Open-mining Standards of Section 23 -4 -250 , Weld County Code . 1 47 . Weld County Government personnel shall be granted access onto the property at any reasonable time in order to ensure the activities 7 7 Holton Lakes carried out on the property comply with the Development Standards stated herein and all applicable Weld County regulations . CSC M 48 . The Use by Special Review area shall be limited to the plans shown hereon and governed by the foregoing standards and all applicable a Weld County regulations . Substantial changes from the plans or Development Standards , as shown or stated , shall require the to approval of an amendment of the Permit by the Weld County Board of County Commissioners before such changes from the plans or CO Development Standards are permitted . Any other changes shall be filed in the office of the Department of Planning Services . Q k T 49 . In accordance with Section 23-2 -200 . E of the Weld County Code , if the Use by Special Review has not commenced within three ( 3 ) years .�C71 from the date of approval or is discontinued for a period of three ( 3 ) consecutive years , it shall be presumed inactive . The county G S shall initiate an administrative hearing to consider whether to grant an extension of time to commence the use or revoke the Use by - Special Review . If the Use by Special Review is revoked , it shall be necessary to follow the procedures and requirements of Chapter /� ' 0 23 , Article II , Division 4 of the Weld County Code in order to reestablish any Use by Special Review . M O RTO N IA I< E S 50 . The property owner or operator shall be responsible for complying with all of the foregoing Development Standards . Noncompliance with any of the foregoing Development Standards may be reason for revocation of the Permit by the Board of County Commissioners . P R OJ E CT SITE I 51 . No berms or structures shall be constructed in the Floodway without prior approval from Weld County . Watte n be rg R67W R66W Location Map n .t. s . 1 . Property Owner's Certificate: I (We), the undersigned , being the sole owners in fee of the above described property, do hereby subdivide the same as shown on the attached map. I (We) understand this property is located in the (fill in the correct zone district) zone district and is also intended to provide areas for the conduct of other uses by right, accessory uses and uses by special review. USE BY SPECIAL REVIEW LEGAL DESCRIPTION (Signature) (Signature) Lot B: Typed or printed name Typed or printed name Lot B of Recorded Exemption No. 1469-12-1-RE 1525, as per the map recorded January 6, 1994 in Book 1421 at Reception No. 2367922, being a part of the Southeast 1/4 of Section 1 and the State of Colorado ) Northeast 1/4 of Section 12, both in Township 1 North, Range 67 West of the 6th P. M., County of Weld , State of Colorado; ) ss. County of Weld ) Together with a non-exclusive easement and right of way for ingress and egress as granted in the document recorded April 1.0, 1985 at Reception No. 02005215. The foregoing certification was acknowledged before me this day of , 20 . My commission expires . Witness my hand and Seal. Notary Public Surveying Certificate ( If Applicable): I, , a Registered Professional Land Surveyor in the State of Colorado, do hereby certify that the survey represented by this plat was made under my personal supervision , and that this plat is an accurate representation thereof. I further certify that the survey and this plat complies with all applicable rules, regulations and laws of the State of Colorado, State Board of Registration for Professional Engineers and Professional Land Surveyors , and Weld County. By: Registered Land Surveyor Date Colorado Registration # Certificate of Approval by the Department of Planning Services - Administrative Review: This plat is accepted and approved by the Department of Planning Services for filing. Director, Department of Planning Services State of Colorado ) ) ss. County of Weld ) The foregoing certification was acknowledged before me this day of , 20 . My commission expires . Witness my hand and Seal. Notary Public PROJECT: MORTON LAKES PLAT Applicant: I Prepared by: REVISIONS Sheet NO. DATE BY CHK'D DESCRIPTION Scale: As Noted 1 USEBY SPECIAL REVIEW — USR # 1682 READY MIXED CONCRETE CO . Hart Environmental Mary Rushing Drafting 1 8/2O/14 glt 2O14 Plat Preparation Date: 14585 BRIGHTON ROAD P.O. Box 1303 3016 McIntosh Dr. Feb. 26, 2010 SHEET TITLE :• Boulder, Colorado Longmont, CO. Drawn by: Of BRIGHTON , CO. 80601 80306 80503 PLAT MAP DEVELOPMENT SIDS • 303-659-0630 ( 303 ) 444-6602mail mbrushing@msn.com ng@1 n1 Mary Rushing ■ mjhart01@gmail.com mbrushing@msn.com File: 95O-M-PLAT a HEINh' ��,� PARCEL x146901000087 _ COLORADO STATE HIGHWAY # 5z- t r �� -- - �_ ii r1 0 �� "--"�1=i�.� W 1 /4 C0R., •_ _ o - - Gt �_ -� - o _ _ ` - �' 1"J l LL �(1 r I '1 +l�ll* � \ S 6yjjN : i!tTI1ih. _ :sj ill O * .�4 . o II 3 /t / . ❑ � 4) •%; " .....-- --A.‘ 10.7.2 d • J o a I IIIIIIIIImI • -, i� i , i l I � �„ PERMIT BOUNDARY °9� P \ a. . C o> \ - o ((//CC��11 / P0 W A o I� 11 CLAYSTONE c \ ,_ ORPORATION *, LOT " B " I V o JI © �' •1 RCEL # 14690140000 K y / ti 4 0 of I I r. H , �� HOLTON FAMILY, LLC. PARCEL # 147106300002 - 0 / , rl G © * o o © © ,. . JI o r1 o /II RICHARD HEIN / ICI O FREDA DRElL1NG PARCEL # 14690100008a I LIVING TRUST l PARCEL x146901000021 /G M tri ' o -- -P-- SI 11� 0 fu ' II' •� . o /./...„/„, HOLTON FAMILY, LW. < * �� ' PARCEL # 747706000044 I *� � c ROL JOSTEWA ° T k / •ARCEL # 1469. .000 : SE C0R., / ' o © o oA '� . Cu H � SEC. I , T1 N, l� GP / X R67W, 6th P.M. , —< © '��_� �. �J ; �� Existing Overhead Power Lines ( EXCEL ) — — 37,5 Ft Esmt. • s ��I -,-- --�- i � - -'P-- -- -- -- -- - 37.5 Ft Esmt. � � � 7 �' i .EC. 6, T1 N, O ) Rg6W, 6th P.M. 1�1 , n e lNING, INC. LiRENT & MARY SCHROEDER ►� A I/ v o ,4 # 146912000037 PARCEL # 146972000042 - O\ ° MORTON . . o ei c z 1 z., 0, a , : _ capi A �wv 0 _ w; LAKES .z �� HOLTON -�� o O LAKE al Exists" n I �q 0 © �� Gas Well I - © �a o s�'�ii �I�tl1i PERMIT BOUNDARY_ ///// LLI cl 1 I y 0/ l It 1 /� w II lir� * N M ' N 4qt , MARTIN MARIETTA MATERIALS , . \ PARCEL # 746972000026 _ , A,) 0O ''� m I ° d / . F • � o ., , Id w Io N a 5o. I/ EXISTING IRRIGATION / , ° WELL PUMP HO `'!! v tvR / © � - - G — — — W 1 /4 C0R.�- Existing Knn6 — _. —G — — G — — E 1 /4 C0R., Brighton Di - Existing gas line C(7 to remain d PERMIT BOUNDARY SEC. 12, T7 N, SEC. 7, Ti N, o ¢ THOIR67W, 6th P.M. 66W, 6th P.M.� w CITY OF THORNTON PAKctL Cl7Y OF THORN7 MARTIN MARIETTA MATERIALS MARTIN MARIETTA MATERIALS a PARCEL # 146912000041 # 146912000023 PARCEL # 747707000c PARCEL x 1¢6912000040 i PARCEL # 146912000040 �, i I ., I I m I 0 Vicinity Map U Scale : 1 " 3OO' o " 0 ki c----‘-if\ Amended Morton USR LEGEND ADJACENT SURFACE PROPERTY OWNERS WITHIN 500 FT . OF LOT " B " u—M-0 Permit Boundary --p -- -- -- --p Existing Overhead Power Line Name Street Address P.0 Box City State Zipcode Account Parcel No. --E - _— _ --E- - Existing Buried Electric A&W Water Service Inc. P.O. Box 887 Ft. Lupton Co. 806210887 R1520502 146901400034 Existing Contour Blunt, Etta E. 11952 Hwy 52 Ft. Lupton Co. 806218362 R5850186 146901000004 • DH-t7 Drill Hole # Hein, Richard 5290 E. Yale Cir. # 103 Denver Co. 802226927 R5853186 146901000081 2.5/19 .5 Overburden depth/Sand & Gravel depth Hein, Richard 5290 E. Yale Or. # 103 Denver Co. 802226927 R0153591 146901000087 � 1111. Existing Open Water Holton Family, LLC. 12032 Hwy 52 Ft. Lupton Co. 806218360 R7810398 147106000044 O Existing Irrigation Well Location Holton Family, LLC. 12032 Hwy 52 Ft. Lupton Co. 806218360 R4424606 147106300002 E Existing Gas Well Holton Family, LLC. 12032 Hwy 52 Ft. Lupton Co. 800218360 R4424706 147106300001 ° ° Existing Tank Battery Morton Lakes LLC 4395 Washington Street Denver Co. 802163573 R1822202 146901400090 CO Existing Tree Canopy Claystone Construction 2155 Meadowlark Place Longmont Co. 805046258 R4718807 146901400001 — —G — — — G — Existing Buried Gas Line Ready Mixed Concrete Co. 4395 Washington Street Denver Co. 802163573 R4718907 1 46901 400002 -Too Year Floodplain Boundary Sanerib, Donna L P.O. 1073 Ft. Lupton Co. 806211073 R5850286 146901000005 fi - FEMA Floodway Boundary PROJECT: MORTON LAKES PLAT Applicant: Prepared by: REVISIONS Sheet NO. DATE BY CHK'D DESCRIPTION Scale: As Noted USE BY SPECIAL REVIEW - USR # 1682 READY MIXED CONCRETE CO . Hart Environmental Mary Rushing Drafting 1 8/20/14 glt 2014 Plat 2 14585 BRIGHTON ROAD Feb. 26, 2 10te: P.O. Box 1303 3016 McIntosh Dr. Feb. zs, 2010 SHEET TITLE : Boulder, Colorado Longmont, Co. Drawn b : Of BRIGHTON , CO . 80601 80306 80503 y VICINITY MAP & OWNERSHIP LIST 303-659-0630 ( 303 ) 444-6602 ( 303 ) 772- 1151 Mary Rushing C mjhart01@gmail.com mbrushing@msn.com File: 950-M-PLAT 5 it • — — — - — — - — — — �� .Itllr� t_ n rl �` • _ �� _ /►. o ��® W 124 COR. ___= T =rain Pa _ r C• LS • • • ST TE HIGHW Y 52- - _ • iclldr: i R66W , 6th PNM. � • COOT Approved Primary Highway LEGEND i , • I 0 52 access point Ill o 0 Permit Boundary (see detail below) ° o l • ° �6s4' -- -- -- -- -- -- -- -- -� Existing Overhead Power Line Existing Open Water / Q j �,.� 42,2 �r - Existing Contour �! // o I o �. NPDES Discharge Point I \ � — Vg �I'IIILIIIII� II�— — — -1::::;::::- .7- i - -- -C- -- -- -- -- --C- -- Existing Buried Gas Line - 7 � : 7 - r r �1 Mine Stage Area v I arm PERMIT BOUNDARY �` - -- -E_ -- -- -- -- -- E- -- Existing Buried Electric 1' - • e • • - - 6 J1 . _ _I® Existing Gas Well - - Slurry Wall Setback i • o ❑ ' 11 ci h] 00 Existing Tank Battery —• • • ii • • — Mine Stage Area 0 I �• • ' • ' a I FEMA ioo Yr. Floodplain Limit O ` 0 Temporary Overburden and Topsoil I I Stockpile Locations `� I 1 . 0� - - FEMA Floodway Limit l+ i C-'C_ = =i_ � Screening Berms I H , . . , ,�� I LL Pave road fromrimmmnillill I • i 0 }°o , Hwy- 52 for first D ' / 0 i 300 ft. onto site. /� I ______ _ 2 // i Access Road � � o IP ' , - 1 16- - - - :, • SCHEMATIC SECTION THROUGH SB SLURRY CUTOFF >012 AM ' Ii : ` ` Truck � .r� Backhoe ' '� a— , Washout °JQ °< P Scale House i ' . / Keys Trench l � j ab�e/ IBackfill / Existin Bld _1 E , s ' CocretePInfoClayLayel and Office ( 9 9 • ) I � JI oncrete PlanZI ' •Placed .. �` LHere lailili Parking P/ � oO � I ;• —Er - : � FNDP # 1q1) I G Fuel I o —.......L.:.. W.L. Slurry Level , ° o ow . • I /a l n * I Station Stage 5 . _ . . . . . . / . Backfill o / - 93 . 4 Ac. Benlonife Slurry Sloughs 4 Approximate / Primary ! / \ Circulation and _al l� - ForwardSand & Gravel & Ready Mix I • Service roads • ' Plant Site Location � 1 ! 1 Screening berm ti 3 : 1 sideslopes 10 ft top width III' ` \o� • � � • U • . 10 ft. to 12 ft. high I1 • Portable .' /• 11111411 . 1lil �1 : : �r� r Plant Gravel�� 1 v o ! • Sand &Gravel IU11 • �I0 it l +� �/---� `+T o C 1- yi • • I• •_• /: Stockpiles, tyP •_j I it Q \9°�P� �. � I l u i •lk r 50o FT / III 4 ' ° �E /_ 2,1 ASi a SEC. T1 N , 1 " = 201Y / lir _ -o 1 .,1so + • ; R67W, P.00 11 •ILIPASk• anin ��• _ L IL1 - H_ - - I' ° _ e- -. °-_ • a iii l, If I Existing Ova rhea . Power Lines EXCEL , I ® vc. _ .� / 1 ( ) d ° 37.5 Ft. Esmt. •• G / \\ It ,IFt Esm Sw-GOR.t. 1. ira'" "iiiSISr. -6- ligm..---- IP. ..I. ukc.,o / / - ! • ,, I °IC , 6th P.M. D _I� I_ N tir,„ „.1 i �� .. _ •r7,5r., . • . • Til I • ® • • � _t Cl- , ( III . . . . E Q . • '` r \ .�_. �� , z: P.: il ce..) 7 1 x % / eel : � , ^�`j — 51a ° a <xgoa �5 - �� :¢� � cl " I ° to be used for Si Stage 6 a.�• ii I o site circulation I / 1 , 17 . 6 Ac. 1 i / = + \, I ) ,-0, � � � oik � Q 65 j � , � � 1 � 11 I of I _ i . \\\‘ \\,. . . , . . . . 1 I \\ D‘N .____) \ c• I-- . • e„ / • • % , • . . . . i •col Stag0111 I 19 . 6 AC.;:l! )E GstWell I !nlI 1 . - Oj � �\•" —� PERMIT BOUNDARYIIII �. a • • • a • • • iiI� �t — • _ . N N —� Ipn I •1 I ea...) III , , or‘III) ),Il _ . .H____.7... ..„.„_____a_.,._,_.„___ _ lei Go(' �/� 7' • 1 ,N. J \ ‘ / . \ . . ^-fie-\� —/ l ii ' ' SLURRY WALL z5 � � (� LOCATION , TYP . I 1\ ._ '� . ` z - • � 4 First Alternate • i . / 1 l I I :�I 1 ¢ ) ' Sand c' Gravel & Ready Mix IL Stage 7 : i I I • o . la, Plant Site Location 1• 19 . 6 Ac. I lIllIlotlloihk 1 I Stage 4 I 1 • • 1 59 . 8 Ac. 1 I ` o ( �, , so i I ' A -1II�I ° Stage 1 , I ! ! 2_ • 17 . 1 Ac. rt - - - -- - • I i I I a (Wash Fines Settling on ` ` C • w I • - - ID. II . • ` - - �1, \ � •� - bIRECTION O. • FMINING, TYP. i l I _ ; 1 HOLTON -MORTON Mining Table f _ •\ ..\ • Sta . e Acres % of Total ,�I ;P G � • . • • Sta . e1 Morton 1 .1 AC . 5• ' % �9p - - - - - - - - - - - - - - - P- - - ° , �� —� — �► �, _2 Sta . e a Holton 1 .1 Ac . o • — — N �,.. �� ® • n — _ \ — I . N' A — — — — StaieHolton 6 • . 8Ac. 22.2 % - -- - . - - -- -- -- - -- -- • - -- -c -G-- - - - - - - - - - �� - - - - G - - - - I ` - - - - - G . 3 't —: - - -:- - — G - - - - \ E 1 /4COR. , Exi Sta . e 4 Holton Morton 5 • . 8 Ac . 1 • .0 % Brighton Ditch • Existing gas line OW 1 /4 COR., for PERMIT BOUNDARY SEC. 12, Ti N , SEC . 7 T1 N , Staie 5 Holton-Morton • 3 .4 Ac . 2 • .7 % - - " R67W, 6th P.M . R66W , 6th P.M. Sta • e 6 Morton 37.2 Ac . 11 . 8 % _ N Sta • e Morton 1 • . 6Ac . 6 .2 % /i o0 °= Total 314. 0 Ac . 100 % SAWCUT (TYP .) (2' FROM EDP) Io - - N r EN SH 52 r STA.-30- 1022+10.84 24.00' RT. N CENTER LINES , - BEGIN 50' RADIUS -0 '" YELLOW, 4" WIDE - _ I, Curt Parker P.E., certify that this drawing was reviewed by me and is accurate w a to the best of my knowledge. c� EDGE LINE WHITE, 4 ' WIDE Wa _ - - - - - - - - - - - - - - - - - - - - - - - _ - ix wp 1- w W > � - —'f- -.. .-- -'-E — - -"- ' *i X-- `.-Tx- -x= , Y— ->>.— Via—- — fjfcl- �—F----4---0H -—x- -,L --x- -)43H-=•/— = Signed Date sTA. 1022+50 56, 57 90' RT Q z RESET EXISTING TNc RELOCATE EXISTING W O n_ STA. 1023+54.86, 24.00' RT. DELINEATOR POWER POLE `' d' 0 - END RADIUS STA. 1022+64.84, 77.16' RT . I +1 f+ HWY # 52 SITE ACCESS DETAIL END RADIUS STA. 1023+00.87, 78. 84 ' RT. _ BEGIN 50' RADIUS SCALE: 1 " = 100' re EXISTING PROPERTY LINE EXISTING EASEMENT PROJECT: MORTON LAKES PLAT Applicant: Prepared by: REVISIONS Sheet NO. DATE BY CHK'D DESCRIPTION Scale: As Noted USE BY SPECIAL REVIEW - USR # 1682 READY MIXED CONCRETE CO . Hart Environmental Mary Rushing Drafting 1 8/20/14 glt - 2014 Plat 3 -_-- Preparation Date: 14585 BRIGHTON ROAD P.O. Box 1303 3016 McIntosh Dr. Feb. 26, 2010 SHEET TITLE : Boulder, Colorado Longmont, Co. -_-- Of BRIGHTON , CO . 80601 80306 80503 Drawn by: EXTRACTION PLAN MAP 303 -659-0630 (303 ) 444-6602 ( 303 ) 772- 1151 ____ Mary Rushing mjhart01@gmail.com mbrushing@msn.com File: 950-M-PLAT 5 .` a Illidirrinillilipi A - r�� arras 92 - -COLORADO STATE HIGHWAY # 5i- - - � - o IFZI1 r 1 . �� nLL r� � ' ® — -- - � - - - . R66W , 6th P>Mr " G—• O �rciit airrEmigil\ ri -irst___ ,,, pa # I a F a 7o +<r i I a .o4S) Vo IIIIII��LII II !i 1 _ _ _ •'0 . � Pd P ,:,:4: :fri at v � a PERMIT BOUNDARY w tm ______,•-•-] I ,. a Q ler / a o 0 0 CC '11 11 0 - ..* permanent site I p ai . 11 � access road a I I/ i sr. t O \ : ii u \II ,/ 7.3/ 02 iil 0 I fr_.. ,' ;pi e/{arlis) S madltai larAli „IMIMM iii 1 ) 1,1: =Ina w ® - -Iv;=M� PIII '� r r Ili J oc b avas I s i it ,A:: SPSI c !ill_ ii / . I i o :w G/ I M • 0 0 0 0 0 0 * w A i ' d / n S Sealed Pit / •-• / - _ i w/3 . 1 Side Slopes n /' t Typical Depth = 30 Feet / ` 34. 3 Ac. ± = Morton Portion / S m • a• I I. G n • I I / • I 500 FT i ' l a I / 1I 1 " = 200' / 0 if ;, `AlI' 1I) w GI G /' p„„,,,,...k,...---- illA, ,t II , iii - / �� d' O ��la�� s -„ i a II, _Existing Overhead Power Lines ( EXCEL ) • _ \. S� / - - — ® :- -- -- -- --3, 37S Ft. Esmt_ — �I • � ��- -- - Es � .--Ca — _ — 1 ri m _ � r 1c1/4 - , r : F ° 2 1 \ o/I\\I il / ( Ir ‘ j II k 1 „ , ,,_ _ ( tee, - rik il R\1/4 „„......---q 0 ' V \\ Sealed Pit ! ,,, ....,,,, .<„,________.. a \ 1 r I �5t w/3 : 1 Side Slopes � 1 )3!:, . \ 1 Typical Depth = 30 Fee ashi€ i I `, ` 17 . 6 Ac. ± �.;;' /► D 1 � o ® Z � P I 1 t i5 • 5 . 5 ,, . e o o! I Sealed Pit ',° co , I w/3 : 1 Side Slopes \ 4;: 6° 7; ` i11- Typical Depth = 30 Feet \• 19 . 0 Ac. ± �( \ �� qo\ \ ii-Thi / Existin �■ i" Gas Well I \ ',fir4\\ ,. iit I Il I: tit " �� ii i , , wi PERMIT BOUNDARY m l \ ( II 4 , ) ) 4 , illy .._ ,,,, , , ?, , N,A,,,..- 4,- ;--_____ ,— _______-:-_r____ ji.„-,,,,i,/ , ;',( \-) ' a., a,. 7 ! it IllII - , ,F3, zi_c;_, „„_________. \\ 4\ , A 4 re -- ..MMIIIIIIIIIIIIIIII PI ' 41 _ ____ _ _ _ __ a ' 7,7,7 . t. .-• - ,,. , _ ' ' ° \ ,‘A r: \ \)liks .,,, it 00/ \ 1v * f I � Ar •"j A \- ....,V. o7lilleirliti4 � ,p le 'lel 1 III ° I I , \ II • ,..,.. . (01/4 ._ 8 / 4 , .. ::. ,, / si iii ,, i • 1 Wildlife Habitat �� ,, Sealed Pit I �i w/3 : 1 Side Slopes P 16 . 5 Ac . ± p p 1 �, i Typical Depth = 30 Feet ¢ Sealed Pit 25 o I , so 21 . 2 Ac. ± = Morton Portion • z w/ 3 : 1 Side Slopes �: �� . IC Typical Depth = 30 Feet I 4'-' 1 11 • aj Q MORTON PROPERTY - Reclamation Table n • I I I I N3/4. . \ ,7. ..... r— — , I ,q Area Acres % of Total ( I ! • , , i Wildlife Habitat 16 . 5 Ac . io % 1 I ' - � Sealed Pit lio . 8 Ac . 62 % 4� " " Y fir • • � • r Other 52.7 Ac . 2 • Wo - -, ill :' Total 180 . 0 Ac . -too % A dot ,/gip G // � , " � � �� to _ / ! y • �� • - - • • �• • • � • • f �I , _ - - - _ _ '-- -- -- - - - - -G- -- IT BOUNDARY l —" —G —" -- - — 6righton Ditch CExisting gas line O E 1 /4 COR., W 1 /4 COR. , PERMIT BOUNDARY 0 SEC. 12 , T1 N , SEC. 7, T1 N , \ I No / R67W , 6th P.M . R66W , 6th P.M ._� \\ ..- LEGEND � New Service Road Notes: rasa, (i) 9 Permit Boundary 1 . Future oil and gas drill pads, as shown on this drawing, are co co — Future Trail based on a Surface Use Agreement between Ready Mixed "- -P— "— "- -- -- "— P— "� Existing Overhead Power Line g CO Concrete Co. and Kerr-McGee (Anadarko) . The drill pads as Lu Lu r ^—ter Existing Contour New Wetlands Y shown are not intended to preclude sand and gravel mining ¢ +, I' ¢ Existing Service Road in advance of oil and gas resource development. ' E 2 . Future easements related to United Power Utility z a`.) z ID requirements to be provided as needed. Existing Open Water O nI OH d ce cc m o Existing Tank Battery Sealed Pit O N O 2O Existing Tree Canopy New Trees ( Volunteer) J I, Curt Parker P.E. , certify that this drawing was reviewed by me and is accurate (71 Future Well Drill Site Reservation to the best of my knowledge. <_` Signed Date PROJECT: MORTON LAKES PLAT Applicant: Prepared by: R Sheet NO. DATE BY CHK'DEVISIONS DESCRIPTION Scale: As Noted USE BY SPECIAL REVIEW - USR # 1682 READY MIXED CONCRETE CO . Hart Environmental Mary Rushing Drafting 1 8/20/14 91t 2014 Plat /I 14585 BRIGHTON ROAD Preparation Date: `� P.O. Box 1303 3016 McIntosh Dr• Feb. zs, zolo SHEET TITLE : Boulder, Colorado Longmont, Co. Drawn b : of RECLAMATION PLAN MAP BRIGHTON , 06 ( 303 )8030 80503 Y 303 -659-0630 ( 303 ) 444-6602 ( 303 ) 772- 1151 Mary Rushing mjhart01@gmail.com mbrushing@msn.com • File: 950-M-PLAT 5 qtr. v 0 - - ,`J � - ' a rc x, - - - 0 3 ' L STATE HIGHWAY # 5z Ar �� b — �— _ _ /�. 92 o z W 1 /4 CO ** _ CDOT Approved ® R ' � ■ �wii1• — — �w 1 i i� 1 " I — _ o u- h ñr — — — 4" ; R66W , 6th P M. 3 strand barbed wire fencing Primary Highway it o O a cg, a D 5 _D gyp, ,s ft. , typ . 52 access point � �. a ,fi11 pI' Steel post, typ . I (see detail below) L 0 o II , c 0�06 II II � II 1 ii LI �. r ii � 11111�111�� l - iz" Min . , v � PERMIT BOUNDARY #440 h i1 �, I I I . -o I Grade Vertical wire support, typ . I Drive line posts I , i ' N to proper depth I 3 , o 1 I : NOTES: a o 1 . PERIMETER FENCING TO BE PROVIDED I • I I I ' BARBED WIRE FENCE AS NEEDED . MI 2 . "NO TRESPASSING" SIGNS TO BE POSTED �u lb I 1 NOT TO SCALE AS REQUIRED . aI , I _ I I IL : IIII ,t _■ Pave road from © I , • 4 A I ' EXHIBIT "E" Hwy. 52 for first a . I I PROPOSED SEED MIX FOR TOPSOIL STOCKPILE PROTECTION 300 ft. onto site. I , : I o i , I I w w yl 1 Seeding Rate �, it Access Access Road � � Cirr•Scientific Name Common NamePLSIb/ac **Perennial Grasses I — — A . ro . ron das stach urn Thicks . ike Wheat • rass Critana 4 A .ro . ronsmithii Western Wheat • rass Arriba or Barton 5 aw A . ro . ron trach caulum Slender Wheat . rass P or or Revenue 3 — Bouteloua curtieendula Sideoats Grama Vau • hn 3 r � d_ j 1. ® I III Boute/oua areas Blue Grama Hachita or Lovin . ton 2 r _ ''� Q eU!I� f�kk S. orobolus airoides Alkali Sacaton 1 / Schizach rium sco .arium Litle Bluestem Blaze 1 * Availability may dictate the need for variety substitution . ** Pure Live Seed/pounds per acre; rates show are for drill seeding; double rates for broadcast .WI g G / of IW a I � tie .. lirr.i..... .. .* 1,_ Immi. i. i 0 0 Stage 5 ' O • c / I 93 . 4 Ac. • / = i . Screening berm lb3 : 1 sideslopes 1 10 ft top width 1 . . . . . . . . . . . . . . . . 0 ft. to 12 ft. high 1s1 IV 0 500 FT / • •■� . . a ' I �ll _ * 0 �' :,. III 1 'I = 200' a \ P II n1 w . , c� i1' M / IIII SE COR. , a a / '.1 iiiii 1 i •L ' R67W, 16th1N , n 0 - - - -, ° - -- a \ -- - --ihet- ( / � l f / i Existing Overhead Power Lines ( EXCEL ) Nn . Esmt. , +I _ _ 9 / � T37 5 - - — 37 5 Ft -Es r- - SW_COR eser___....r- p, • l‘c r It ip ea esiml le ellmli-‘ _who, • an • INS • •a j f / . ` '� • ...� I, : • • • i a66W, 6th P...........:)saahitel .re .• .11 2 ., -' : re . e . e • e •II 7S . . , __ .AL Alb. 5 `Pr ‘ \A„. . e., . / ) /ito- oi , I • Existing Roads Zs 1 , ij96 illin I ° o D to be used for % StaaJ e 6 I > 'a.� / f site circulation I 1) , , e . , . e . � � , \ ` 1 7 . 6 Ac. j t �, II1�,, a .44 (p) 1 ; 4 I 0 0 ' / ZI. ,, , CIcal P I � . S bS 1' ri o © _ 5\ 1I1 I1\1/4 /III \,1\\ � _:.:. = s , wl Stage 6 \ _ � . 1( a l 0O taS !i� I 19 . 6 Ac. •lltil Existing Qv41,, • . 14) ;d Gas Well I 1 1, : • - ' ,. it3 1 _ Nes PERMIT BOUNDA_ G III • • 1 l ' � , I Ili / ______________=__,_ � I III \ / i I • • • I 0 ii , \ ill - . i I i - . - - • . - 1 .� ' - _ • •._.mil ' . .. ..-- ..- -..l. • • �‘m• . _ �* IFF SLURRY WALL z5 I ILJ (( LOCATION , TYP . 1 • : - • : - . � • : • . • . • . r ((( • . II 1 , •I I I 1 II Stage 7 �I Holton - Morton Lakes I • 19 . 6 Ac Boral Construction Material j I Quarry Sales Office - phone # — I \ I1 Stage 4 Head Office - 4395 N. Washington Denver, Co- - ,i4 I . • . I j - I 1 Quarry Operating - phone #_— _ .. • P Monday to Friday - am - pm Saturday_ am - - - - - 1 Concrete Inquiries - phone # ---_ Q 1 z II , I I ' I ; o Stage 1 i -16 Sq. Ft. Max. sign size -° F-m I ' IIa 17 . 1 I " Ac. � M 1 � •�� . • , I i 1111 (W ing P nd) a ' I I = , ash Fines Settl o �, N- lib e= III I III DETAIL "A " - I I I I I s 1 l II • \ � ENTRANCE SIGN @ HWY # 52 � I I � � � • D ' Not to Scale • �; • 1 •• / . G , ` ` •(,� Ste- _-.` -.r-�- --- � — = — G-- T __ __ via. __ ___ — —G -- -- - -- -- -- - ton Di ' - -- -G F -- -- -- Brighton DitchCExisting gas line O \ E 1 /4 COR., W 1 /4 CI PERMIT BOUNDARY SEC. 12, T1 N , SEC. 7 , T LEGEND R67W, 6th P.M. R66W , 6th 0` - - -0 Permit Boundary CO CO D 0 DH--17 Drill Hole # CO O .p- -_ -_ -_ •p- --• Existing Overhead Power Line 2.5/19 .5 Overburden depth/Sand & Gravel depth N r N C2 � W r Existing Contour a Existing Open Water Y % *k - --G-- -- -- --G• -- Existing Buried Gas Line NPDES Discharge Point E E Z - --E -- -- -- --E• -- Existing Buried Electric p a E O d• • r • an Mine Stage Area - zoo ft. setback from i cc ® Existing Gas Well . • _ .� . � � • So. Platte River O to 1' 2 2 D 0 o Existing Tank Battery Existing Trees & Shrubs — — Slurry Wall Location Screening berm a D PROJECT: MORTON LAKES PLAT Applicant: Prepared by: REVISIONS Sheet NO. DATE BY CHK'D DESCRIPTION Scale: As Noted USE BY SPECIAL REVIEW - USR # 1682 READY MIXED CONCRETE CO . Hart Environmental Mary Rushing Drafting 1 8/20/14 glt 2014 Plat J C -_-- Preparation Date: 14585 BRIGHTON ROAD P.O. Box 1303 3016 McIntosh Dr. Feb. 26, 2010 SHEET TITLE : Boulder, Colorado Longmont, Co. -_-- Of BRIGHTON , CO. 80601 80306 80503 -_-- Drawn by: LANDSCAPE PLAN MAP 303 -659-0630 ( 303 ) 444-6602 ( 303 ) 772- 1151 -_-- Mary Rushing mjhart01@gmail.com mbrushing@msn.com File: 950-M-PLAT 5 3884124 10/26/2012 02:21 PM Total Pages: 2 Rec Fee: $16.00 Doc Fee: $17.50 Steve Moreno - Clerk and Recorder, Weld County, CO SPECIAL WARRANTY DEED THIS DEED is made, entered into and effective the 26th day of October, 2012, by and between WRIGHT INVESTMENT GROUP,INC., a Colorado corporation whose address is P.O. Box 73,Fort Lupton, Colorado, 80621 (hereinafter"Grantee"),and READY MIXED CONCRETE COMPANY, a Colorado corporation whose address is 4395 Washington Street,Denver,Colorado 80216 (hereinafter referred to as "Grantee"). WITNESS, that Grantor, for and in consideration of the sum of ONE HUNDRED SEVENTY-FIVE THOUSAND AND NO/100 U.S. DOLLARS ($175,000.00) and other good and valuable consideration,the receipt and sufficiency of which is hereby acknowledged,has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto Grantee and Grantee's successors and assigns forever, all the real property, ❑ together with improvements,if any, situate, lying and being in the County of Weld,and State of vl Colorado, described as follows: PC. Lots A and B, Recorded Exemption No. 1469-01-4 RE-4569 being a part of SE 1/4 of Section 1, Township 1 North, Range 67 West of the 6th P.M., Weld County, Colorado, Reception No. 3473121, recorded May 2, 2007; and TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging or in anywise appertaining and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate,right,title, interest, claim and demand whatsoever of Grantor, either in law or equity, of; in and to the above bargained premises, with the hereditaments and appurtenances expressly including that non-exclusive easement for access, ingress and egress as set forth in Access Easement Agreement recorded May 11, 2007 at Reception No. 3475173, County of Weld, State of Colorado. BUT EXPRESSLY RESERVING THEREFROM any mineral rights thereon except for the "Construction Aggregate Materials" existing on, in and under, and that may be produced from, all of the property described above, which shall mean and include all sand, gravel, stone, rock, silt, clay and shale in place, together with the topsoil, overburden and all other materials excavated from said property. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto Grantee and Grantee's successors and assigns forever. And Grantor, for Grantor and its successors and assigns, dqes covenant, grant, bargain and agree to and with Grantee and Grantee's successors and assigns, that Grantor shall and will WARRANT AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable possession of Grantee and Grantee's successors and assigns, against all and every person or persons lawfully claiming the whole or any part thereof by, through or under Grantor, except for (1) the lien of general taxes and assessments for the current year and all subsequent years and (2) all matters Q /y9y 8 zs SPECIAL WARRANTY DEED THIS DEED is made, entered into and effective the 26th day of October, 2012, by and between WRIGHT INVESTMENT GROUP, INC., a Colorado corporation whose address is P.O. Box 73, Fort Lupton, Colorado, 80621 (hereinafter"Grantee"), and READY MIXED CONCRETE COMPANY, a Colorado corporation whose address is 4395 Washington Street, Denver, Colorado 80216 (hereinafter referred to as "Grantee"). WITNESS, that Grantor, for and in consideration of the sum of ONE HUNDRED SEVENTY-FIVE THOUSAND AND NO/100 U.S. DOLLARS ($175,000.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto Grantee and Grantee's successors and assigns forever, all the real property, together with improvements, if any, situate, lying and being in the County of Weld, and State of Colorado, described as follows: Lots A and B, Recorded Exemption No. 1469-01-4 RE-4569 being a part of SE Ya of Section 1, Township 1 North, Range 67 West of the 6`h P.M., Weld County, Colorado, Reception No. 3473121, recorded May 2, 2007; and TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging or in anywise appertaining and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest. claim and demand whatsoever of Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances expressly including that non-exclusive easement for access, ingress and egress as set forth in Access Easement Agreement recorded May 11, 2007 at Reception No. 3475173, County of Weld, State of Colorado. BUT EXPRESSLY RESERVING THEREFROM any mineral rights thereon except for the "Construction Aggregate Materials" existing on, in and under, and that may be produced from, all of the property described above, which shall mean and include all sand, gravel. stone, rock, silt. clay and shale in place, together with the topsoil, overburden and all other materials excavated from said property. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto Grantee and Grantee's successors and assigns forever. And Grantor, for Grantor and its successors and assigns, does covenant, grant, bargain and agree to and with Grantee and Grantee's successors and assigns, that Grantor shall and will WARRANT AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable possession of Grantee and Grantee's successors and assigns, against all and every person or persons lawfully claiming the whole or any part thereof by, through or under Grantor, except for (1) the lien of general taxes and assessments for the current year and all subsequent years and (2) all matters /y998 es affecting the property described above that are of record in the real property records of Weld County, Colorado, as of the date of this Deed, and subject to the reservation contained in this Deed. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF, Grantor has executed this deed as of the date set forth above. WRIGHT INVESTMENT GROUP, INC. /a yi/� By: Donald G. hWf t Y g Title: Vice President STATE OF COLORADO ) ) ss. CITY AND COUNTY OF DENVER ) The foregoing instrument was acknowledged before me this 26th day of October, 2012, by Donald G. Wright as Vice President of Wright Investment Group, Inc., a Colorado corporation. Witness my hand and official seal. ANDREA J.ANDERSON-MANN NOTARY COLORADO IA , , ,,, �i r P./ i,'" Yi!_STATE OF COLORADO 1 '�: �- �'�� %.- NOTARY ID N 20084024731 Notary Public MY COMMISSION EXPIRES AUGUST 05,2013 Y My commission expires: 2 v1/4 LIT ,! DEPARTMENT OF PLANNING SERVICES FLOOV I D � J�\ ADMINISTRATIVE STRATIVE REVIEW y Request: Floodplain Development Permit - FHDP14-0047— Widening of 3500-ft long segment of HWY 52 located west of the South Platte. Reconstruction of access road to Morton Lakes site located on south side of HWY 52. As a participant in FEMA's National Flood Insurance Program (NFIP), Weld County is required by FEMA to ensure that all development (as defined by FEMA) in a designated 100-year floodplain or floodway is compliant with FEMA, Colorado Water Conservation Board, and Weld County floodplain regulations (Chapter 23, Article Xl). The intent of the Weld County floodplain regulations is to promote public health, safety and general welfare and to minimize public and private losses due to flood conditions. Failure to comply with the General and Specific Standards listed in Article Xl of the Weld County Code and conditions listed in this FHDP may result in a violation case being brought before the Weld County Board of County Commissioners and potential fines. Based application materials and the review of the current effective data this Floodplain permit (FHDP14-0047) is approved with the following conditions: 1. The applicant shall ensure that the site remains in compliance with FEMA, Colorado Water Conservation Board, and Weld County floodplain regulations (Chapter 23, Article XI) at all times. Case Summary: The submitted application materials are in compliance with the application requirements of Section 23-11-350 of the Weld County Code. Applicant/Owner: Ready Mixed Concrete Company c/o Tim Szczepanski Engineer: Mark Severin, P.E. #28907 Location: Legal Lot A of Recorded Exemption RE-2526 and Lot B of Recorded Exemption RE- Description: 4569 both Being part of NE4SE4 Section 1, T1N, R67W of the 6th P.M., Weld County, CO Parcel #s: 1469-01-4-00-002 and 1469-01-4-00-034 Zoning: Agricultural Current Effective Data FIRM Community Panel Map No.: 080266-0981C, dated September 28, 1982 Waterway: South Platte River Weld County Department of Planning Services * 1555 N 17* Avenue * Greeley, CO 80631 www.weldgov.com *daungst(cilweldgov.com * P: (970) 353-6100, ext. 3524 * F: (970) 304-6498 FHDP14-0047 P 14-0047 Page 2 of 2 All Special Flood Hazard Areas (SFHAs) for the project site are published on the current effective FIRM as Zone Al indicating that there are base flood elevations (BFEs) determined. All FIRMs are prepared, distributed, managed, and revised by the Federal Emergency Management Agency (FEMA). Proiect Description This applicant is proposing to Widening of 3500-ft long segment of HWY 52 located west of the South Platte. Reconstruction of access road to Morton Lakes site located on south side of HWY 52. A HEC-RAS cross section was submitted that showed the proposed improvements resulted in a rise of the water surface elevation between 0.01 and 0.02 foot. These increases in the 100- year flood water surface as shown by the model are insignificant. Mark Severin, P.E. #28907 has stamped the No—Rise Certification and provided the analysis of the HEC-RAS. This project appears to be consistent with Weld County Code Floodplain Regulations Article Xl. By " ` ' �� Date: September 24, 2014 Diana Aungst, Planner II, AICP, CFM Weld County Department of Planning Services * 1555 N 17`" Avenue * Greeley, CO 80631 www.weldgov.com *daungst(cilweldgov.com * P: (970) 353-6100, ext. 3524 * F: (970) 304-6498 APPROXIMATE SCALE N { soo 0 soo FEET : ) i f Approximate 1 i t ' 1 l ,location of project 1 1' { 3t j 1 1 t I i /ii 't \ \ NATIONAL FLOOD INSURANCE PROGRAM D )/., I'll i'I �r I I I IIIII 'I il. I „ 1 FIRM ; III FLOOD INSURANCE RATE MAP I. 1 r PLC I , WELD !�!!I COUNTY, COLORADO UNINCORPORATED AREA li III Ill i III 3zZ I III PANEL 981 OF 1075 J.. .__ _ ..-. ...._.J.�.-... � ...�... -�_�.-.._.__. . �...�__ ..._...:;. ...-.__..� A„�,._._�..-.... ....._..��....r. _..-.:..-,.. ,......-.. - - 111III (SEE MAP INDE% FOR PANELS NOT PRINTED) III I I i' rI l ,l I ' Illy , Hi ' COMMUNITY PANEL NUMBER l , 0 0 660981G a• l • 'II I I III, i MAP REVISED: I �! SEP1tsLt R 28, 1982 f • 4 r! raf e . r I tr I .e-.e._ ,rt.e.ge ,. +nertrent agency 4 Il I'll l -64 .r! ?Put• "E" FRS:. ZONEAS / Th s s an ofc al copy of a part on of the above referenced flood map It f was extracted using F MIT On Line. This map does not reflect changes \ ' / I 1---- � -\ or amendments wh cht may have been made subsequent to the date on the / ..-1 I title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store et www msc.ferns.gov IT 1 4 : . - ' , '.C'.:. . ").‘ * t. ,[}gig Silt A W WATE• SE'VICE $* I J Y -� n' µi ✓f \14 •.i 14iir34 -_,4 l ' , t ' * �FHI 'i � W•t'rT.nkSt.r . 4% %' • f CLAYSTONECONSTRU CTION r- j �� 146901400001 { { r z;/.)::> i* Preliminary DFIRM^ , ' r 01N67W AE V ' ' '� . : 100 year '�', ., � r f,_ - t •r•limin •FI' FHDP- 0499 , \in . •E�,` t Gravel Mine it FL • ••way. > V, 1 .. '4 0981C • . r �( ` } i : 3 9 'r' ,.t. READY MIXED•CONCRETE COMPANY r - 146901400002 t - a , . , 1. r °o, - * , ' ,�-ia.•s L- :� it 4 P r 1.•'• Srw ��.' J_.. •�� FHDP 0600 -, g , ' i GraveiPit Legend FHDP 9/27/2014 Zone A Disclaimer: The data on this map is subject to change. Weld County makes no guarantee, 100 Year Zone AE either expressed or implied, as to the accuracy and accepts no liability rising from any incorrect Floodway information. Zone AH FHDP-Flood Hazard Development Permit- Zone AO the permit required by the County for any 0 45 90 180 270 360 development in the Floodplain/Floodway. — — Feet MEMORANDUM TO: Kim Ogle DATE: September 29, 2014 • Ul� Cc u Nrir FROM: Diana Aungst, CFM SUBJECT: MUSR14-0020, Ready Mix PROJECT: A MINOR AMENDMENT FOR A SITE SPECIFIC DEVELOPMENT PLAN AND A SPECIAL REVIEW PERMIT FOR MINERAL RESOURCE DEVELOPMENT INCLUDING A CONCRETE BATCH PLANT, RECYCLED CONCRETE AND GRAVEL MINING FACILITY (READY MIXED CONCRETE COMPANY) AND THE IMPORTATION OF MINERAL RESOURCE MATERIAL FROM USR-1608 HOLTON LAKES TO INCLUDE THE MODIFICATION OF THE PRIMARY POINT OF INGRESS AND EGRESS ONTO HWY 52 FOR THE MORTON LAKES MINE IN THE A (AGRICULTURAL)ZONE DISTRICT COMMENT: Lot B of Recorded Exemption RE-4569 is part of NE4SE4 Section 1, T1 N, R67W of the 6th P.M., Weld County, CO is located in the South Platte River floodplain. This floodplain is zoned A5. FHDP14-0047 was conditionally approved for widening of 3500-ft long segment of HWY 52 located west of the South Platte. Reconstruction of access road to Morton Lakes site located on south side of HWY 52 on September 24, 2014. CONDITION OF APPROVAL: None. DEVELOPMENT STANDARDS: 1. All construction or improvements occurring in the floodplain or floodway as delineated on Federal Emergency Management Agency (FEMA) FIRM Community Panel Map # 080266-0981C dated September 28, 1982, shall comply with all applicable Weld County requirements, Colorado Water Conservation Board requirements as described in Rules and Regulations for Regulatory Floodplains in Colorado, and FEMA regulations and requirements as described in 44 CFR parts 59, 60, and 65. (Department of Planning Services) 2. Floodplain development permits will be required for development activities located within the special flood hazard area. The FEMA definition of development is any man-made change to improved or unimproved real estate, including by not limited to buildings or other structures, mining, dredging, filling, grading, paving, excavation, drilling operations, or storage of equipment and materials. (Department of Planning Services) 3. FEMA's floodplain boundaries may be updated at any time by FEMA. Prior to the start of any development activities, the owner should contact Weld County to determine if the floodplain boundaries have been modified. (Department of Planning Services) 4. Show the floodplain and floodway (if applicable) boundaries on the map. Label the floodplain boundaries with the FEMA Flood Zone and FEMA Map Panel Number or appropriate study. (Department of Planning Services) MEMORANDUM LI EL TO: KIM OGLE, PLANNING SERVICES U� 0 N T ?� FROM: LAUREN LIGHT, ENVIRONMENTAL HEALTH SUBJECT: MUSR14-0020 READY MIX CONCRETE CO. DATE: 4/20/2015 Environmental Health Services has reviewed this proposal for a Minor Amendment for a Site Specific Development Plan and a Special Review Permit for Mineral Resource Development Including a Concrete Batch Plant, Recycled Concrete and Gravel Mining Facility (Ready Mixed Concrete Company) and the Importation of Mineral Resource Material from USR-1608 Holton Lakes to include the modification of the primary point of Ingress and Egress onto Hwy 52 for the Morton Lakes Mine in the A (Agricultural) Zone District. We have no objections to the proposal and have included the development standards from USR-1608 which should be transferred to this amending USR, as applicable. We recommend that the following requirements be incorporated into the permit as development standards: 1. All liquid and solid wastes (as defined in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S., as amended) shall be stored and removed for final disposal in a manner that protects against surface and groundwater contamination. 2. No permanent disposal of wastes shall be permitted at this site. This is not meant to include those wastes specifically excluded from the definition of a solid waste in the Solid Wastes Disposal Sites and Facilities Act, 30-20-100.5, C.R.S., as amended. 3. Waste materials shall be handled, stored, and disposed in a manner that controls fugitive dust, fugitive particulate emissions, blowing debris, and other potential nuisance conditions. 4. The applicant shall operate in accordance with the approved "waste handling plan". 5. The applicant shall comply with all provisions of the Underground and Above Ground Storage Tank Regulations (7 CCR 1101-14). 6. The truck washing area shall capture all effluent and prevent discharges from drum washing and the washing of vehicles in accordance with the Rules and Regulations of the Water Quality Control Commission, and the Environmental Protection Agency. 7. Fugitive dust and fugitive particulate emissions shall be controlled on this site. The facility shall be operated in accordance with the approved dust abatement plan at all times. 8. This facility shall adhere to the maximum permissible noise levels allowed in the Industrial Zone as delineated in 25-12-103 C.R.S., as amended. 9. Adequate handwashing and toilet facilities shall be provided for employees and patrons of the facility. 10.Sewage disposal for the facility shall be by septic system. Any septic system located on the property must comply with all provisions of the Weld County Code, pertaining to Individual Sewage Disposal Systems. 11.Portable toilets may be utilized on sites that are temporary locations of the working face and portable processing equipment, etc. for up to six months at each location. 12.Bottled water shall be provided to employees at the temporary locations of the working face at all times. 13.A permanent, adequate water supply shall be provided for drinking and sanitary purposes. 14.If applicable, the water system shall comply with the requirements for a community water system as defined in the Primary Drinking Water Regulations (5 CCR 1003-1). 15.The applicant shall remove, handle, and stockpile overburden, soil, sand and gravel from the facility area in a manner that will prevent nuisance conditions. 16.AII potentially hazardous chemicals must be stored and handled in a safe manner in accordance with product labeling and in a manner that minimizes the release of hazardous air pollutants (HAP's) and volatile organic compounds (VOC's). 17.If applicable, the applicant shall obtain a stormwater discharge permit from the Colorado Department of Public Health & Environment, Water Quality Control Division. 2 18.The operation shall comply with all applicable rules and regulations of the Colorado Division of Minerals and Geology. 19.The operation shall comply with all applicable rules and regulations of the State and Federal agencies and the Weld County Code. 3 Submit by Email AP Weld County Referral CCJN y September 26, 2014 The Weld County Department of Planning Services has received the following item for review: Applicant: Ready Mixed Concrete Company Case Number: MUSR14-0020 Please Reply By: October 24, 2014 Planner: Kim Ogle Project: A MINOR AMENDMENT FOR A SITE SPECIFIC DEVELOPMENT PLAN AND A SPECIAL REVIEW PERMIT FOR MINERAL RESOURCE DEVELOPMENT INCLUDING A CONCRETE BATCH PLANT, RECYCLED CONCRETE AND GRAVEL MINING FACILITY (READY MIXED CONCRETE COMPANY) AND THE IMPORTATION OF MINERAL RESOURCE MATERIAL FROM USR-1608 HOLTON LAKES TO INCLUDE THE MODIFICATION OF THE PRIMARY POINT OF INGRESS AND EGRESS ONTO HWY 52 FOR THE MORTON LAKES MINE IN THE A (AGRICULTURAL) ZONE DISTRICT Location: SOUTH OF AND ADJACENT TO SH 52; 4445 FEET EAST OF CR 23 Parcel Number: 146901400002-R4718907 Legal: PT NE4SE4 SECTION 1, T1N, R67W LOT B REC EXEMPT RE-4569 of the 6th P.M., Weld County, Colorado. The application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Please reply by the above listed date so that we may give full consideration to your recommendation. Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services. If you have any further questions regarding the application, please call the Planner associated with the request. Please note that new information may be added to applications under review during the review process. If you desire to examine or obtain this additional information, please call the Department of Planning Services. We have reviewed the request and find that it does/does not comply with our Comprehensive ❑ Plan because: We have reviewed the request and find no conflicts with our interests. See attached letter. BPascoe 09/26/2014 Signature Date Agency Zoning Compliance Weld County Planning Dept. 1555 N 17th Ave,Greeley,CO.80631 (970)353-6100 ext.3540 (970)304-6498 fax Application Review Notification Card Application Review Notification Card e ,. 1_ This is to notify you that the project listed on they 1861 . This is to notify you that the project listed on the ' �1 other side of this card is within five-hundred �` �j �� other side of this card is within five-hundred t_.i Di N T Y > (500) feet of your property. You will be notified if v�t U (500) feet of your property. You will be notified if ---° there are an future meetin s re ardin the ° !t there are any future meetings regarding the Y g g g H g g g proposed project on this property. proposed project on this property. If you would like more information regarding this proposal and the If you would like more information regarding this proposal and the conditions that must be met, the file is public information and is conditions that must be met, the file is public information and is available for review at our office. You may also view the file online available for review at our office . You may also view the file online at https://accela-aca . co .weld . co . us/citizenaccess/ by inserting the at https://accela-aca . co .weld . co . us/citizenaccess/ by inserting the case number. Comments or objections related to the request should case number. Comments or objections related to the request should be submitted in writing to the Weld County Department of Planning be submitted in writing to the Weld County Department of Planning Services, 1555 N 17th Ave, Greeley, CO 80631 Services, 1555 N 17th Ave, Greeley, CO 80631 Application Review Notification Card Application Review Notification Card i��. This is to notify you that the project listed on the ""�: 6�,..� This is to notify you that the project listed on the y�86�� 18 I , - fr, other side of this card is within five-hundred r r - 1, other side of this card is within five-hundred ji7N (500) feet of your property. You will be notified if �� ^ �J (500) feet of your property. You will be notified if c o_u N T Y. there are any future meetings regarding the �� ° N Y' there are any future meetings regarding the � g g g � g g g proposed project on this property. proposed project on this property. If you would like more information regarding this proposal and the If you would like more information regarding this proposal and the conditions that must be met, the file is public information and is conditions that must be met, the file is public information and is available for review at our office. You may also view the file online available for review at our office . You may also view the file online at https://accela-aca . co .weld . co . us/citizenaccess/ by inserting the at https://accela-aca .co .weld . co. us/citizenaccess/ by inserting the case number. Comments or objections related to the request should case number. Comments or objections related to the request should be submitted in writing to the Weld County Department of Planning be submitted in writing to the Weld County Department of Planning Services, 1555 N 17th Ave, Greeley, CO 80631 Services, 1555 N 17th Ave, Greeley, CO 80631 Case #: MUSR14-0020 Case #: MUSR14-0020 Name: Ready Mixed Concrete Company Name: Ready Mixed Concrete Company Proposed Project: Minor Amendment to Proposed Project: Minor Amendment to USR-1682 (mineral resource development USR-1682 (mineral resource development including a concrete batch plant, recycled including a concrete batch plant, recycled concrete and gravel mining facility—Ready concrete and gravel mining facility—Ready Mixed Concrete Company) to include the Mixed Concrete Company) to include the modification of the primary point of ingress and modification of the primary point of ingress and egress onto Highway 52 for the Morton Lakes ,:,..,,,,,-L Weld County Planning Services egress onto Highway 52 for the Morton Lakes w;�,;,,. Weld County Planning Services Mine. 1555 N 17th Ave Mine. 1555 N 17th Ave Location: South of and adjacent to Highway . ".r_:_. Greeley CO 80631 Location: South of and adjacent to Highway Greeley CO 80631 52; approximately 4,445 feet east of CR 23. (970)353-6100 ext. 3540 52; approximately 4,445 feet east of CR 23. (970)353-6100 ext. 3540 Planner: Kim Ogle Planner: Kim Ogle I 1 JI .......:. ..._.. _ s .......1.. -, ..�.. in I �... F F i l I i / r Case #: MUSR14-0020 Case #: MUSR14-0020 Name: Ready Mixed Concrete Company Name: Ready Mixed Concrete Company Proposed Project: Minor Amendment to Proposed Project: Minor Amendment to USR-1682 (mineral resource development USR-1682 (mineral resource development including a concrete batch plant, recycled including a concrete batch plant, recycled concrete and gravel mining facility—Ready concrete and gravel mining facility—Ready Mixed Concrete Company) to include the Mixed Concrete Company) to include the modification of the primary point of ingress and modification of the primary point of ingress and egress onto Highway 52 for the Morton Lakes Weld County Planning Services egress onto Highway 52 for the Morton Lakes Weld County Planning Services Mine. ,►^ftLk ,_ , .= Mine. � , r = , ,� 1555 N 17th Ave r ; 1555 N 17th Ave Location: South of and adjacent to Highway Greeley CO 80631 Location: South of and adjacent to Highway c°—'-- Greeley CO 80631 52; approximately 4,445 feet east of CR 23. (970)353-6100 ext. 3540 52; approximately 4,445 feet east of CR 23. (970)353-6100 ext. 3540 Planner: Kim Ogle Planner: Kim Ogle I I I I--:-' I _ I ki_ p ._i ::, , k .._ n ..-+- ❑ O 1 I 1 SURROUNDING PROPERTY OWNERS MUSR14-0020 NAME ADDRESS 1 CITY, STATE ZIP A&W WATER SERVICE INC PO BOX 887 FT LUPTON CO 80621 ETTA BLUNT 11952 HWY 52 FT LUPTON CO 80621 CLAYSTONE CONSTRUCTION 2155 MEADOWLARK PL LONGMONT CO 80504 RICHARD HEIN 5290 E YALE CIR STE 103 DENVER CO 80222 HOLTON FAMILY LLC 12032 HWY 52 FT LUPTON CO 80621 DONNA SANERIB PO BOX 1073 FT LUPTON CO 80621 CERTIFICATE OF MAILING I hereby certify that I have placed a true and correct copy of the surrounding property owners in accordance with the notification requirements of Weld County in Case Number MUSR14-0020 in the United States Mail, postage prepaid First Class Mail by letter as addressed on the attached list this 26th day of September, 2014. Dated the 26th day of September, 2014 Digitally signed by Kristine Ranslem 2t-9 Date: 2014.09.26 12:01 :50 -06'00' 43\i,661 Kristine Ranslem Recording Secretary for Planning Commission AFFIDAVIT OF INTEREST OWNERS SURFACE ESTATE Property Legal Description: Lot B of Recorded Exemption No. 1469-01-4 RE-4569 Being part of the SE 1/4 of Section 1.Township 1 North, Range 67 West of the 6th P.M. Weld County, Colorado Parcel Number 1 4 6 9 - 0 . 1 - 4 - 0 _0. - 0. 0. 2_ (12 digit number-found on Tax I.D.information.obtainable at the Weld County Assessors Office,or www.co.weid.co.us) (Include all lots being included in the application area,if additional space is required.attach an additional sheet) THE UNDERSIGNED. being first duly sworn, states that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners' of property (the surface estate) within five hundred (500)feet of the property being considered. This list was compiled from the records of the Weld County Assessor, or a person qualified to do the task, and shall be current as of a date no more than thirty (30)days prior to the date the application is submitted to the Department of Planning Services. By: C.:...t-`..f� _� ' . ,iv j Tim Szczel5ans i Title: Controller. Ready Mixed Concrete Company c The foregoing instrument was subscribed and sworn to me this { day of September , 2014 WITNESS my hand and official seal. My Commission Expires: 1.4.,,,in UK - i- NotAry Public ANDREA J ANDERSON-MANN NOTARY PUBLIC STATE OF COLORADO NO TARY IC IF 20094024761 MY COMMISSION ExPIRESAUGUST 08.2017 WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses,and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property(the surface estate)within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. Signature 36707—2 2O/rl Date Property Owners Within 500 ft.of Parcel# 146901400002 Account Parcel Owner Mailing Address R1520502 146901400034 A&W WATER SERVICE INC PO BOX 887 FORT LUPTON CO 806210887 R5850186 146901000004 BLUNT ETTA E 11952 HIGHWAY 52 FORT LUPTON CO 806218362 R4718807 146901400001 CLAYSTONE 2155 MEADOWLARK PL CONSTRUCTION LONGMONT CO 805046258 R5853186 146901000081 HEIN RICHARD 5290 E YALE CIR STE 103 DENVER CO 802226927 R0153591 146901000087 HEIN RICHARD 5290E YALE CIR STE 103 DENVER CO 802226927 R7810398 147106000044 HOLTON FAMILY LLC 12032 HIGHWAY 52 FORT LUPTON CO 806218360 R4424606 147106300001 HOLTON FAMILY LLC 12032 HIGHWAY 52 FORT LUPTON CO 806218360 R4424706 147106300002 HOLTON FAMILY LLC 12032 HIGHWAY 52 FORT LUPTON CO 806218360 R1822202 146901400090 MORTON LAKES LLC 4395 WASHINGTON ST DENVER CO 802163573 R4718907 146901400002 READY MIXED CONCRETE I 4395 WASHINGTON ST COMPANY DENVER CO 802163573 I R5850286 146901000005 SANERIB DONNA L PO BOX 1073 FORT LUPTON CO 806211073 WATER SUPPLY INFORMATION SUMMARY Section 30.28-133,(d), C.R.S. requires that the applicant submit to the County,"Adequate evidence that a water supply that is sufficient in terms of quantity, quality and dependability will be available to ensure an adequate supply of water. 1. NAME OF DEVELOPMENT AS PROPOSED Lot B Morton LakesUSR1682 2. LAND USE ACTION AccessRoadfrom ColoradoHighway52 3. NAME OF EXISTING PARCEL AS RECORDED Lot B of RecordecExemptionNo. 1469-01-4RE-456c SUBDIVISION NOnE FILING NonE BLOCK NonE LOT "B" 4. TOTAL ACREAGE 7.8 5. NUMBER OF LOTS PROPOSED NA PLAT MAP ENCLOSED AYES 6. PARCEL HISTORY - Please attach copies of deeds, plats or other evidence or documentation. A. Was parcel recorded with county prior to June 1, 1972? ❑ YES IX NO B. Has the parcel ever been part of a division of land action since June 1, 1972? IX YES ❑ NO If yes, describe the previous action 7. LOCATION OF PARCEL - Include a map deliniatinq the project area and tie to a section corner. NE 114 OF SW 1/4 SECTION 1 TOWNSHIP 1 DIN OS RANGE 67 OE Ca W PRINCIPAL MERIDIAN: IX 6TH 0 N.M. ❑ UTE ❑ COSTILLA 8. PLAT - Location of all wells on property must be plotted and permit numbers provided. Thereareno wells on the sUbjectproperb Surveyors plat IX Yes ❑ No If not, scaled hand drawn sketch ❑ Yes 0 NO 9. ESTIMATED WATER REQUIREMENTS - Gallons per Day or Acre Feet per Year 10. WATER SUPPLY SOURCE NonE ❑ EXISTING ❑ DEVELOPED ❑ NEW WELLS - WELLS SPRING PROPOSED AOUFERS (CHECK OHO HOUSEHOLD USE It of units GPD AF WELL PERMIT NUMBERS o MAIM 0 UPPER ARAPAHOE 0 UPPER DAWSWN 0 EDWER ARAPAHOE 0 LOWER OAWSOH 0 IARAMIE FOX HILLS COMMERCIAL USE A of S.F. GPD AF ❑DENVER ❑DAKOTA 0 OTHER IRRIGATION # of acres GPO AF STOCK WATERING # of head GPD AF ❑ MUNICIPAL ❑ ASSOCIATION WATER COURT DECREE CASE NO.'S OTHER - GPD AF ❑ COMPANY ❑ DISTRICT TOTAL GPD AF NAME LETTER OF COMMITMENT FOR SERVICE ❑ YES ❑ NO 11. ENGINEER'S WATER SUPPLY REPORT 0 YES IX NO IF YES, PLEASE FORWARD WITH THIS FORM. atria may be requ"Ked before our review is completed.) 12. TYPE OF SEWAGE DISPOSAL SYSTEM Not ApplicablE ❑ SEPTIC TANK(LEACH FIELD ❑ CENTRAL SYSTEM • DISTRICT NAME ❑ LAGOON ❑ VAULT • LOCATION SEWAGE HAULED TO ❑ ENGINEERED SYSTEM (Attach a copy of engineering design' 0 OTHER Hello