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Home My WebLink About871099.tiff RESOLUTION RE: APPROVE MINOR SUBDIVISION S-#273 - LONGMONT CENTENNIAL INN WHEREAS, the Board of County Commissioners of Weld County, Colorado , pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, on the 12th day of August, 1987 , the Board reviewed the request of Longmont Centennial Inn for a Minor Subdivision for three lots in a C-3 (Commercial) Zone District, pursuant to the requirements of Section 12-3 G. of the Weld County Subdivision Regulations , and WHEREAS, said request is for property being described as follows : Part of the SE} SEi of Section 3 , Township 2 North, Range 68 West of the 6th P.M. , Weld County, Colorado WHEREAS, the Board deems it advisable to approve said request for a Minor Subdivision for the following reasons: 1 . The Minor Subdivision conforms with the requirements of Section 12-3 G. of the Weld County Subdivision Regulations . This section incorporates the review criteria of Section 5-4 A. of the Weld County Subdivision Regulations. a) The water taps from Left Hand Water Supply Company are capable of supplying water of sufficient quality, quantity, and dependability. b) The private sewage treatment facility owned by Longmont Centennial Inn, when approved by the State Health Department, will be able to supply sewage disposal for these lots. c) No danger to human life or structures will result from soil erosion, soil instability, or air pollution. 871099 Page 2 PE: MINOR SUBDIVISION - LONGMONT CENTENNIAL INN d) No unreasonable burden will be placed on educational or local governments to provide services. e) There will be no undue adverse effects on scenic, historical , or natural areas , wildlife habitats or agricultural lands. f) No overlay districts affect the site. WHEREAS, the approval of the Board is subject to the following conditions: 1 . All construction on the property shall be designed and built using the hest techniques available to prevent radon gas from entering the structure and shall be in accordance with the requirements of the Weld County Building Code Ordinance. 2 . The Saint Vrain Sanitation District shall be used for sewage disposal. 3 . Prior to the issuance of building permits, the following shall be completed: a) An On-Site Improvements Agreement shall be approved by the Board of County Commissioners for the parcel that building permits are being applied for. b) A Site Plan Review shall be approved for each parcel that building permits are being applied for. c) The plat shall be delivered to the Department of Planning Services Office for recording in the office of the Weld County Clerk and Recorder. 871099 Page 3 RE: MINOR SUBDIVISION -- LONGMONT CENTENNIAL INN 4 . Prior to the issuance of the Certificate of Occupancy, evidence shall be submitted to the Department of Planning Services that one fire hydrant with two 2§-inch and one 4}-inch discharge outlets with National Hose Threads has been installed on the property. 5 . An "Underground and Utility Permit" from the State Highway Department shall be obtained for the extension of the Left Hand Water Line from Turner Boulevard along State Highway 119 . 6 . Prior to the recording of the plat: a) The following notes shall be placed on the Plat prior to recording: 1) Access may be restricted onto State Highway 119 if future development occurs west of this subdivision and reasonable alternative accesses become available. 2) The Saint Vrain Sanitation District shall be used for sewage disposal . 3) Concerning Future Frontage Road - A bearing of S. 89`37 ' 00" W. on the Plat identifies the northernmost extremity of a future 50 .0 ft. deep frontage road area. b) The plat shall be amended to show the easements as recommended by the Weld County Utilities Coordinating Advisory Committee at its January 30 , 1987 , meeting. 871099 Page 4 RE: MINOR SUBDIVISION - LONGMONT CENTENNIAL INN NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the request for S-273 , Minor Subdivision for three lots in the C-3 (Commercial) Zone District, submitted by Longmont Centennial Inn be, and hereby is, approved, subject to the conditions hereinabove listed. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 12th day of August, A.D. , 1987 . BOARD OF COUNTY COMMISSIONERS ATTEST: We71 tIPUtlid(FL,1J WELD COUNTY OLORADO Weld County C rk and Recorder and Clerk to the Boa""""r��d////�� Gordon - y, a ' n ,J,BY: bba_ dn�, ie C.W. Kir y, Pr -Tem Deputy County Cl rk EXCUSED APPROVED AS TO FORM: Gene R. Brant er Jb c u ine o son County Attorney Frank amaguchi 871099 Condition 6(a) (1) of the foregoing Resolution was corrected by Resolution dated September 23, 1987. Y P ": r I[•. II ^11 IV FEB 61987 ,1((110 BEFORE THE WELD COUNTY, COLORADO PLANNING COMMISS caez.k:z_w• ct:�_^_. RESOLUTION OF RECOMMENDATION TO THE BOARD OF COUNTY COMMISSIONERS Moved by Lynn Brown that the following resolution be introduced for passage by the Weld County Planning Commission. Be it Resolved by the Weld County Planning Commission that the application for: CASE NUMBER: S-273:86: 18 NAME: Longmont Centennial Inn Waffle House, Incorporated c/o Lee Counsellour ADDRESS: 3815 State Highway 119 and I-25 2626-D ?Tanana Drive Longmont, CO 80501 Dallas, TX 75220 REQUEST: Final plat for a minor subdivision containing 3 lots. LEGAL DESCRIPTION: Part of the SEi SE} of Section 3, T2N, R68W of the 6th P.M. , Weld County, Colorado LOCATION: West of I-25 and north of State Highway 119. be recommended favorably to the Board of County Commissioners for the following reasons: 1. The minor subdivision conforms with the requirements of Section 12-3 F. of the Weld County Subdivision Regulations. This section incorporates the review criteria of Section 5-4 A. of the Weld County Subdivision Regulations. - The water taps from Left Hand Water Supply Company are capable of supplying water of sufficient quality, quantity, and dependability; - The private sewage treatment facility owned by Longmont Centennial Inn, when approved by the State Health Department, will be able to supply sewage disposal for these lots; - This proposal will not endanger human life or structures as a result of soil erosion, soil instability, or air pollution; - No unreasonable burden will be placed on educational or local governments to provide services; and - There will be no undue adverse effects on scenic, historical, or natural areas, wildlife habitats or agricultural lands. - No overlay districts affect the site. 871099 Longmont Centennial Inn Waffle House, Incorporated S-273:86:18 Page 2 This recommendation is based, in part, upon a review of the application submitted by the applicant, other relevant information regarding the request and the responses of the referral entities which have reviewed this request. The Weld County Planning Commission's recommendation for approval is conditional upon the following: 1. All construction on the property shall be designed and built using the best techniques available to prevent radon gas from entering the structure and shall be in accordance with the requirements of the Weld County Building Code Ordinance. 2. The Saint Vrain Sanitation District shall be used for sewage disposal when capable to receive effluent. 3. Prior to the issuance of building permits, the following shall be completed: - An On—site Improvements Agreement shall be approved by the Board of County Commissioners for the parcel that building permits are being applied for; - A Site Plan Review shall be approved for each parcel that building permits are being applied for; - Evidence that the State Health Department has approved the use of the Longmont Centennial Inn sewage disposal system; and - The plat shall be delivered to the Department of Planning Service's office for recording in the office of the Weld County Clerk and Recorder. 4. Prior to the issuance of the Certificate of Occupancy, evidence shall be submitted to the Department of Planning Services that 1 (one) fire hydrant with two-2} inch and one-4} inch discharge outlets with National Hose Threads has been installed on the property. 5. An "Underground and Utility Permit" from the State Highway Department shall be obtained for the extension of the Left Hand Water Line from Turner Boulevard along State Highway 119. 871099 Longmont Centennial Inn Waffle House, Incorporated S-273:86:18 Page 3 6. Prior to the recording of the plat: The following notes shall be placed on the Plat: Access may be restricted onto State Highway 119 if future development occurs west of this subdivision and reasonable alternative accesses become available. The Saint Vrain Sanitation District shall be used for sewage disposal when capable to receive effluent. The plat shall be amended to show the easements as recommended by the Weld County Utilities Coordinating Advisory Committee at its January 30, 1987, meeting. Motion seconded by Louis Rademacher. VOTE: For Passage Against Passage LeAnn Reid Lynn Brown Lydia Dunbar Louis Rademacher Paulette Weaver Ann Garrison Jack Holman The Chairman declared the resolution passed and ordered that a certified copy be forwarded with the file of this case to the Board of County Commissioners for further proceedings. CERTIFICATION OF COPY I, Bobbie Good, Recording Secretary of the Weld County Planning Commission, do hereby certify that the above and foregoing Resolution is a true copy of the Resolution of the Planning Commission of Weld County, Colorado, adopted on February 3, 1987, and recorded in Book No. XI of the proceedings of the said Planning Commission. Dated the 4th of February, 1987. Bobbie Good Secretary 871099 IMPROVEMENTS AGREEMENT ACCORDING POLICY REGARDING COLLATERAL FOR IMPROVEMENTS THIS AGREEMENT, made and entered into this day of , by and between the County of Weld, State of Colorado, acting through its Board of County Commissioners, hereinafter called "County", and Waffle House, Inc. , hereinafter called "Applicant" . WITNESSETH: WHEREAS, Applicant is the owner of or has a controlling interest in the following described property in the County of Weld, Colorado: A parcel of land located in the Southeast Quarter of the Southeast Quarter of Section 3, Township 2 North, Range 68 West of the 6th Principal Meridian, Weld County, Colorado, and more particularly described as follows: BEGINNING Rt the Southeast Corner of said Section 3 and assuming the South line of said SE 1/4 SE 1/4 as bearing South 89°32' 15" West with all other bearings contained herein relative thereto: Thence South 89°32' 15" West along said South line, 1307.98 feet; Thence North 01°24'42" East, 77.38 feet to the Northwest Corner (NW Cor) of that parcel of land as described in Book 637 under Reception Number 1558509 of the records of the Weld County Clerk and Recorders. Said point being the TRUE POINT OF BEGINNING: Thence continuing North O1°24'42" East, 590.52 feet (Rec. North 01°31'00" East, 586.60 feet) ; Thence North 89°34'30" East, 385.00 feet (Rec. North 89°34'30" East, 385.00 feet) ; Thence South 01°24'42" West, 590.52 feet (Rec. South 01°31'00" West, 586.80 feet) to the Northeast Corner (NE Cor) of that parcel of land as described in Book 637 under Reception Number 1558509 of the records of the Weld County Clerk and Recorders: Thence South 89°34'30" West along the North line of previously described parcel of land, 385.00 feet (Rec. North 89°49' West, 385.00 feet) to the TRUE POINT OF BEGINNING. Said described parcel of land is the same parcel as described in Book 942 under Reception Number 1863893 of the records of the Weld County Clerk and Recorders EXCEPTING therefrom that parcel of land as conveyed to the Department of Highways, State of Colorado, as described in Book 637 under Reception Number 1558509 of the records of the Weld County Clerk and Recorders. Said described parcel of land contains 5.217 acres, more or less, and is subject to any rights-of-way or other easements as granted or reserved by instruments of records as now exist on said described parcel of land . WHEREAS, a final subdivision plat of said property, to be known as Longmont Centennial Inn Subdivision has been submitted to the County for approval; and WHEREAS, Section 11-1 of the Weld County Subdivision Regulations provides that no final plat shall be approved by the County until Applicant has submitted a Subdivision Improvement Agreement guaranteeing the construction of the public improvements shown on plans, plats, and supporting documents of the subdivision, which improvements, along with a time schedule for completion, are listed in Exhibits "A" and "B" of this Agreement . NOW, THEREFORE, IN CONSIDERATION OF the foregoing and of the acceptance and approval of said final plat, the parties hereto promise, covenant, and agree as follows: 1 .0 Engineering Services: Applicant shall furnish, at its own expense, all engineering services in connection with the design and construction of the -subdivision improvements listed on Exhibit "A" which is attached hereto and made a part hereof by this reference. 871099 1.1 The required engineering services shall be performed by a Professional Engineer and Land Surveyor registered in the State of Colorado, and shall conform to the standards and criteria established by the County for public improvements. 1.2 The required engineering services shall consist of, but not be limited to, surveys, designs, plans and profiles, estimates, construction supervision, and the submission of necessary documents to the County. 1.3 Applicant shall furnish drawings and cost estimates for roads within the subdivision to the County for approval prior to the letting of any construction contract. Before acceptance of the roads within the subdivision by the County, Applicant shall furnish one set of reproducible "as-built" drawings and a final statement of construction cost to the County. 2.0 Rights-of-Way and Easements; Before commencing the construction of any improvements herein agreed upon, Applicant shall acquire, at its own expense, good and sufficient rights-of-way and easements on all lands and facilities traversed by the proposed improvements. All such rights-of-way and easements used for the construction of roads to be accepted by the County shall be conveyed to the County and the documents of conveyance shall be furnished to the County for recording. 3.0 Construction: Applicant shall furnish and install, at its own expense, the subdivision improvements listed on Exhibit "A" which is attached hereto and made a part hereof by this reference, according to the construction schedule set out in Exhibit "B" also attached hereto and made a part hereof by this reference. 3. 1 Said construction shall be in strict conformance to the plans and drawings approved by the County and the specifications adopted by the County for such public improvements. Whenever a subdivision is proposed within three miles of an incorporated community located in Weld County or located in any adjacent county, the Applicant shall be required to install improvements in accordance with the requirements and standards that would exist if the plat were developed within the corporate limits of that community. ' If the incorporated community has not adopted such requirements and standards at the time the subdivision is proposed, the requirements and standards of the County shall be adhered to. If both the 2- 871099 incorporated community and the County have requirements and standards, those requirements and standards that are more restrictive shall apply. 3.2 Applicant shall employ, at its own expense, a qualified testing company previously approved by the County to perform all testing of materials or construction that is required by the County; and shall furnish copies of test results to the County. 3.3 At all times during said construction, the County shall have the right to test and inspect or to require testing and inspection of material and work at Applicant's expense. Any material or work not conforming to the approved plans and specifications shall be removed and replaced to the satisfaction of the County at Applicant's expense. 3.4 The Applicant shall furnish proof that proper arrangements have been made for the installation of sanitary sewer or septic systems, water, gas, electric and telephone services. 3.5 Said subdivision improvements shall be completed, according to the terms of this Agreement, within the construction schedule appearing in Exhibit "B". The Board of County Commissioners, at its option, may grant an extension of the time of completion shown on Exhibit "B" upon application by the Applicant subject to the terms of Section 6 herein. 4.0 Release of Liability: Applicant shall indemnify and hold harmless the County from any and all liability loss and damage county may suffer as a result of all suits, actions or claims of every nature and description caused by, arising from, or on account of said design and construction of improvements, and pay any and all judgments rendered against the County on account of any such suit, action or claim, together with all reasonable expenses and attorney fees incurred by County in defending such suit, action or claim whether the liability, loss or damage is caused by, or arises out of the negligence of county or its officers, agents, employees or otherwise except for the liability, loss, or damage arising from the intentional torts or the gross negligence of the county or its employees while acting within the scope of their employment. All contractors and other employees engaged in construction of the improvements shall maintain adequate workman's compensation insurance and _3 871099 public liability insurance coverage, and shall operate in strict accordance with the laws and regulations of the State of Colorado governing occupational safety and health. 5.0 Acceptance of Streets for Maintenance by the County: Upon compliance with the following procedures by the Applicant, streets within a subdivision may be accepted by the County as a part of the County road system and will be maintained and repaired by the County. 5. 1 If desired by the County, portions of street improvements may be placed in service when completed according to the schedule shown on Exhibit "B", but such use and operation shall not constitute an acceptance of said portions. 5.2 County may, at its option, issue building permits for construction on lots for which street improvements detailed herein have been started but not completed as shown on Exhibit "B", and may continue to issue building permits so long as the progress of work on the subdivision improvements in that phase of the development is satisfactory to the County; and all terms of this Agreement have been faithfully kept by Applicant. 5.3 Upon completion of the construction of streets within a subdivision and the filing of a Statement of Substantial Compliance, the applicant(s) may request in writing that the County Engineer inspect its streets and recommend that the Board of County Commissioners accept them for partial maintenance by the County. Partial maintenance consists of all maintenance except for actual repair of streets, curbs and gutters, and related street improvements. Not sooner than nine months after acceptance for partial maintenance of streets, the County Engineer shall, upon request by the applicant, inspect the subject streets, and notify the applicant(s) of any deficiencies. The County Engineer shall re—inspect the • streets after notification from the applicant(s) that any deficiencies have been corrected. If the County Engineer finds that the streets are constructed according to County standards, he shall recommend acceptance of streets for full maintenance. Upon a receipt of a positive unqualified recommendation from the County Engineer for acceptance of streets within the development, the Board of County Commissioners shall accept said streets as public facilities and County property, and shall be responsible for the full maintenance of said streets including repair. 871,099 • 6.0 General Requirements for Collateral: • 6. 1 The value of all collateral submitted to Weld County must be equivalent to 100; of the value of the improvements as shown in this Agreement. Prior to Final Plat approval, the applicant shall indicate which of the five types of collateral he prefers to be utilized to secure the improvements subject to final approval by the Board of County Commissioners and the execution of this Agreement. Acceptable collateral shall be submitted and the plat recorded within six months of the Final Plat approval. If acceptable collateral has not been submitted within six months then the Final Plat approval and all preliminary approvals shall automatically expire. An applicant may request that the County extend the Final Plat approval provided the cost estimates are updated and the development plans are revised to comply with all current County standards, policies and regulations. The improvements shall be completed within one year after the Final Plat approval (not one year after acceptable collateral is submitted) unless the applicant (s) requests that this Agreement be renewed at least thirty (30) clays prior to its expiration and further provides that cost estimates for the remaining improvements are updated and collateral is provided in the amount of 100% of the value of the improvements remaining to be completed. If improvements are not completed and the agreement not renewed within these time frames, the County, at its discretion, may make demand on all or a portion of the collateral and take steps to see that the improvements are made. 6.2 The applicant may choose to provide for a phased development by means of designating portions of a Planned Unit Development, Subdivision, or Change of Zone, that the applicant wishes to develop. The applicant would need only to provide collateral for the improvements in each portion of said Planned Unit Development, Subdivision, or Change of Zone as he proposes to develop them; the County will place restrictions on those portions of the Planned Unit Development, Subdivision, or Change of Zone, which are not covered by collateral which will prohibit the conveyance of the property or the issuance of building permits on said portions until collateral is provided for those portions or until improvements are in place and approved pursuant to the requirements for a Request for Release of Collateral. 871099 -5- 6.3 Applicant intends to develop in phase(s) in accordance with Exhibits "A" and "B". 7.0 Improvements Guarantee: The five types of collateral listed below are acceptable to Weld County subject to final approval by the Board of County Commissioners. 7. 1 An irrevocable Letter of Credit from a Federal or State licensed financial institution on a form approved by Weld County. The letter of credit shall state at least the following: - The Letter of Credit shall be in an amount equivalent of 100% of the total value of the improvements as set forth in Section 6.0 and exhibits "A" and "B". - The Letter of Credit shall provide for payment upon demand to Weld County if the developer has not performed the obligations specified in the Improvements Agreement and the issuer has been notified of such default. - The applicant may draw from the Letter of Credit in accordance with the provisions of this policy. - The issuer of the Letter of Credit shall guarantee that at all times the unreleased portion of the Letter of Credit shall be equal to a minimum of 100% of the estimated costs of completing the uncompleted portions of the required improvements, based on inspections of the development by the issuer. In no case shall disbursement for a general improvement item exceed the cost estimate in the Improvements Agreement (i.e. , streets, sewers, water mains and landscaping, etc.) . The issuer of the Letter of Credit will sign the Improvements Agreement acknowledging the agreement and its cost estimates. - The Letter of Credit shall specify that 15% of the total Letter of Credit amount cannot be drawn upon and will remain available to Weld County until released by Weld County. The Letter of Credit shall specify that the date of proposed expiration of the Letter of Credit shall be either the date of release by Weld County of the final 15%, or one year from the date of Final Plat approval, whichever occurs first. Said letter shall stipulate that, in any event , the Letter of Credit shall remain in full force and effect until after the Board has received sixty (60) -6- 871099 days written notice from the issuer of the Letter of Credit of the pending expiration. Said notice shall be sent by certified mail to the Clerk to the Board of County Commissioners. 7.2 Trust Deed upon all or some of the proposed development or other property acceptable to the Board of County Commissioners provided that the following are submitted: In the event property within the proposed development is used as collateral, an appraisal is required of the property in the proposed development by a disinterested M.A. I. member of the American Institute of Real Estate Appraisers indicating that the value of the property encumbered in its current degree of development is sufficient to cover 100% of the cost of the improvements as set forth in the Improvements Agreement plus all costs of sale of the property. In the event property other than the property to be developed has been accepted as collateral by Weld County, then an appraisal is required of the property by a M.A.I. member of the Institute of Real Estate Appraisers indicating that the value of the property encumbered in its current state of development is sufficient to cover 100% of the cost of the improvements as set forth in the Improvements Agreement plus all costs of sale of the property. - A title insurance policy insuring that the Trust Deed creates a valid encumbrance which is senior to all other liens and encumbrances. - A building permit hold shall be placed on the encumbered property. 7.3 Escrow Agreement that provides at least the following: - The cash in escrow is at least equal to 100% of the amount specified in the Improvements Agreement. - The escrow agent guarantees that the escrowed funds will be used for improvements as specified in the agreement and for no other purpose and will not release any portion of such funds without prior approval of the Board. The escrow agent will be a Federal or State licensed bank or financial institution. —7- 871099 — If the County of Weld County determines there is a default of the Improvements Agreement, the escrow agent, upon request by the County, shall release any remaining escrowed funds to the County. 7.4 A surety bond given by a corporate surety authorized to do business in the State of Colorado in an amount equivalent to 100% of the value of the improvements as specified in the Improvements Agreement. 7.5 A cash deposit made with the County equivalent to 100% of the value of the improvements. 8.0 - Request for Release of Collateral: Prior to release of collateral for the entire project or for a portion of the project by Weld County, the Applicant must present a Statement of Substantial Compliance from an Engineer registered in Colorado that the project or a portion of the project has been completed in substantial compliance with approved plans and specifications documenting the following: 8.1 The Engineer or his representative has made regular on-site inspections during the course of construction and the construction plans utilized are the same as those approved by Weld County. 8.2 Test results must be submitted for all phases of this project as per Colorado Department of Highway Schedule for minimum materials sampling, testing and inspections found in CD0I( Materials Manual. 8.3 "As built" plans shall be submitted at the time the letter requesting release of collateral is submitted. The Engineer shall certify that the project "as built" is in substantial compliance with the plans and specifications as approved or that any material deviations have received prior approval from the County Engineer. 8.4 The Statements of Substantial Compliance must be accompanied, if appropriate, by a letter of acceptance of maintenance and responsibility by the appropriate utility company, special district or town for any utilities. 8.5 A letter must he submitted from the appropriate Fire Authority indicating the fire hydrants are in place in accordance with the approved plans. The letter shall indicate if the fire hydrants are operational and state the results of fire flow tests. 8.6 The requirements in 8.0 thru 8. 5 shall be noted on the final construction plans. -8- 871099 8. 7 Following the submittal of the Statement of Substantial Compliance and recommendation of acceptance of the streets for partial maintenance by the County, the applicant(s) may request release of the collateral for the project or portion of the project by the Board. This action will be taken at a regularly scheduled public meeting of the Board. 8.8 The request for release of collateral shall be accompanied by "Warranty Collateral" in the amount of 10% of the value of the improvements as shown in this Agreement excluding improvements -fully accepted for maintenance by the responsible governmental entity, special district or utility company. 8.9 The warranty collateral shall be released to the applicant upon final acceptance by the Board of County Commissioners for full maintenance under Section 5. 3 herein. 9.0 Public Sites and Open Spaces: When the Board of County Commissioners, pursuant to a rezoning, subdivision or planned unit development, requires the dedication, development and/or reservation of areas or sites other than subdivision streets and utility easements of a character, extent and location suitable for public use for parks, greenbelts or schools, said actions shall be secured in accordance with one of the following alternatives, or as specified in the I'UU plan, if any: 9. 1 The required acreage as may be determined according to Section 8-15-8 of the Weld County Subdivision Regulations shall be dedicated to the County or the appropriate school district, for one of the above purposes. Any area so dedicated shall be approved by the County or school district, and shall be maintained by the County or school district. 9.2 The required acreage as determined according to Section 8-15—B of the Weld County Subdivision Regulations may be reserved through deed restrictions as open area, the maintenance of which shall be a specific obligation in the deed of each lot within the subdivision. 9.3 In lieu of land, the County may require a payment to the County in an amount equal to the market value at the time of final .plat submission of the required acreage as determined according to Section 8-15-B. Such value shall be determined by a competent land -9- 871099 appraiser chosen jointly by the Board and the Applicant. The cash collected shall be deposited in an escrow account to be expended for parks at a later date. 10.0 Successors and Assigns: This Agreement shall be binding upon the heirs, executbrs, personal representatives, successors and assigns of the Applicant, and upon recording by the County, shall be deemed a covenant running with the land herein described, and shall be binding upon the successors in ownership of said land. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed on the day and year first above written. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: Weld County Clerk and Recorder and Clerk to the Board BY: Deputy County Clerk APPROVED AS TO FORM: County Attorney APPLICANT: • BY: (title) Subscribed and sworn to before me this day of , 19 My commission expires: Notary Public —10- 871999 EXHIBIT "A" , PHASE I Name of subdivision: Longmont Centennial Inn Subdivision Filing: One Location: SE 1/4 OF SE 1/4 OF SECTION 3. T 2 N, R 68 W, Weld County Intending to be legally bound, the undersigned Applicant hereby agrees to provide throughout this subdivision and as shown on the subdivision final plat dated . 19 , recorded on . 19 , in Book Page No. , Reception No. , the following improvements: (Leave spaces blank where they do not apply . ) ESTIMATED IMPROVEMENTS UNIT COST CONSTRUCTION COST Street grading $ 1 .50/CY $ 150 Street base 4.20/SY 1 .692 Street paving 3.50/SY 1,260 Curbs, gutters. & culverts - - Sidewalks - - Storm sewer facilities - - Retention ponds .75/SF 5.000 Ditch improvements - - Sub-surface drainage - - Sanitary sewers - - Trunk and forced lines - - Mains - - Laterals (house conn. ) 9.00/LF 1 ,980 On-site sewage facilities - - On-site water supply and storage - - Water mains 15.00/LF 14.200 Fire hydrants 3,000.00/EA 3.000 Survey & street monuments & boxes - - Street lighting - - Street name signs - - Fencing requirements -Landscaping 1 .67/SF 4,000 Park improvements _ SUB-TOTAL 031,282 Engineering and Supervision Costs @ 4% = 51,252 (testing, inspection, es-built plans, and work in addition to preliminary and final plats supervision of actual construction by contractors) TOTAL ESTIMATED COST OF IMPROVEMENTS AND SUPERVISION S 32,534 The above improvements shall be constructed in accordance with all County requirements and specifications. and conformance with this provision shall be determined solely by Weld County, or its duly authorized agent. Said improvements shall be completed according to the construction schedule set out in Exhibit "B" . Signature of Applicant (If corporation, to be signed by President and attested to by Secretary, together with corporate seal . ) Date: , 19 871099 EXHIBIT "B" . PHASE I Name of subdivision: Longmont Centennial Inn Subdivision Filing: One Location: SE 1/4 OF SE 1/4 OF SECTION 3. T 2 N, R 68 W, Weld County Intending to be legally bound, the undersigned Applicant hereby agrees to construct the improvements shown on the final subdivision plat of Longmont Centennial Inn Subdivision, dated 19 , recorded on , 19 , in Book Page No. , Reception No. , the following schedule: All improvements shall be completed with 2 years from the date of approval of the final plat. Construction of the improvements listed in Exhibit "A" shall be completed as follows: (Leave spaces blank where they do not apply. ) IMPROVEMENTS TIME FOR COMPLETION Street grading 2 years Street base 2 Street paving 2 Curbs, gutters. & culverts - Sidewalks - Storm sewer facilities - Retention ponds 2 Ditch improvements - Sub-surface drainage - Sanitary sewers - Trunk and forced lines - Mains - Laterals (house conn. ) 2 On-site sewage facilities On-site water supply and storage - Water mains 2 Fire hydrants 2 Survey & street monuments & boxes - Street lighting - Street name signs - Fencing requirements - Landscaping 2 Park improvements SUB-TOTAL 2 years The County, at its option, and upon the request by the Applicant, may grant an extension of time for completion for any particular improvements shown above, upon a showing by the Applicant that the above schedule cannot be met. Signature of Applicant (If corporation, to be signed by President end attested to by Secretary, together with corporate seal . ) Date: . 19 611099 I)t'ENTCRY OF ITEMS SUBMITTED FOR CONSIDERATION Case Number Liz 73; 06 : 16- Submitted or Prepared Prior to Hearing At Hearing (�' �� 1. Application 7 G, Pages 2. 2 Application plat(s) / page(s) 3. DPS Referral Summary Sheet ✓ 4. DPS Recommendation L/ 5. DPS Surrounding Propery Owner Mailing List 6. DPS Mineral Owners Mailing List 7. DPS Maps Prepared by Planning Technician 8. DPS Notice of Hearing 9. DPS Case Summary Sheet 10. DPS Field Check 11. M/N0rtS prig ittlaeanTY ou/r/Es CcC8Di 41X / • 4Dbhsofl fo/P77/17-Ee Mer.rrNG. of linteh eY3or 12. y-{,fr/r"R vlfQ Stvw,,ey 73 i9€'7 Firm Tilt efekeek !/ Geo10 ,M/ S'o4v V £yNA / Dw1G 13. Ro!`FR.ni RpC5700/54 flea rNEi oe4t F,Eie PReriatON a's11eicr,soM%O 9// wm.A.pnitseiv -Foe.;Pots/r6 14. LF-TTe( 041W 1/M,ugRY l3,19s7 cg o1 TNo slgI1 bit De/ S.Snina Sy ToNN A eta 15. 0817/0R/NDoor o#1e0 JfNegr '1I'm wept r/lfwsl0 ea'A// }plf PRat<etoN savie‘s 6. L tr6e p4two er.rh; z),/99k From s1 , ITN atSPRTP)wNr 17. 18. 19. 20. I hereby certify that the iG items identified herein were submitted to the Department of Planning Services at or prior to the scheduled Planning Commission hearing. I furthercertify that these items were forwarded to the Clerk to the Board's office on frgRagye sGZ. acrr nt(Pd`B, STATE OF COLORADO ) COUNTY OF WELD ) "kri" 19g SUBSCRIBED AND SWORN TO BEFORE ME THIS S — DAY OF c� EA.1. \\ C\ot-X.N.\ci O • NOTARY PUBLIC m My Commission Expires Feb. 13, 196 MY COMMISSION EXPIRFS_ Summary of the Weld County Planning Commission Meeting February 3, 1987 Page 11 The Chairman called a break a 4:05 p.m. The meeting was called to order by the Chairman at 4:10 p.m. CASE NUMBER: S-273:86:18 APPLICANT: Longmont Centennial Inn REQUEST: A Final Plat for a minor subdivision (3 lots) LEGAL DESCRIPTION: Part of the SE} SE} of Section 3, T2N, R68W of the 6th P.M. , Weld County, Colorado LOCATION: West of I-25; north of State Highway 119 APPEARANCE: John McCarty, P.E. , McCarty Engineering Consultants, Inc. , represented the applicant. Lee Counsellor, Waffle House, Inc. , reported they concur with the recommendations of the Department of Planning Services staff with the exception of Condition 6. Item 1. They will comply with Condition #6. Item 3. However, in order to conform with the Utility Advisory Committee's recommendation, it will be necessary to change the configuration in the lot lines. Tape 268 — Side 2 They are concerned with Condition #6. Item 1. , because of the way it is worded. They will work this out with their counsel and the County Attorney before they appear before the Board of County Commissioners. A number of years ago, back in the 50's, some original owners of the entire tract of _ land granted to the State Highway Department the right of access across their entire frontage. This is recorded. In this document it says, except -a thirty foot driveway onto Highway 119. They are providing for a service road in their layout. They have provided for mutual accesses, but they do not want to give up the driveway. In fact, they are going to make it available to the people with the large tract to their west. John McCarty reported they are not agreeing to this condition until they meet with the County Attorney and their own attorney. They are not asking the Planning Commission or the Department of Planning Services staff to solve this problem, they just want them to be aware they do not agree with it. A recommendation can be forwarded to the Board of County Commissioners contingent to this problem being solved. The Chairman called for discussion from the members of the audience. There was none. 871099 Summary of the Weld County Planning Commission Meeting February 3, 1987 Page 12 John McCarty explained the problem is not the mutual access easement across the south end of the property. The question is who has the right to close that access. Mr. Counsellor and his attorney maintain that they have the right because that driveway was accepted out of an agreement with the State Highway Department that closed other accesses. The Highway Department is asking the applicant to voluntarily give that up if they provide something else down the road. Something down the road could be something a quarter of a mile to the west. They have right to it, they don't want to voluntarily give it up. They will look at alternates they provide, but it is their decision who has the ultimate decision as to whether the rights to this are given up or not. They are asking this condition be on record---That they are not approving of this condition (Condition 6. Item 1 .) at this time, so that it does not go forwarded to the County Commissioners with them thinking the applicant has given blanket approval to all the conditions. The Chairman asked that reading the recommendation into the record be dispensed with and that these be filed with the summary as a permanent record of the proceedings. He asked that the motion show the applicant's objections to Condition 6. Item 1. MOTION: Lynn Brown moved Case Number S-273:86:18 for Longmont Centennial Inn, Waffle House, Incorporated, for a final plat for a minor subdivision containing three lots be forwarded to the Board of County Commissioners incorporating the staff's comments and conditions. Noting particularly that in Condition #6. Item 1. that the applicant has indicated he does not agree with the limitation of access and will be working on this issue with legal counsel. Also, noting that the applicant has indicated that the plat may need to be changed in regard to some of the lot sizes in order to provide for the necessary easements recommended by the Utilities Advisory Coordinating Committee. Motion seconded by Louis Rademacher. The Chairman called for discussion from the members of the Planning Commission. Discussion followed. The Chairman asked the secretary to poll the members of the Planning Commission for their decision. LeAnn Reid - yes; Lynn Brown - yes; Lydia Dunbar - yes; Louis Rademacher - yes; Paulette Weaver - yes; Ann Garrison - yes; Jack Holman - yes. Motion carried unanimously. CONSIDER PROPOSED AMENDMENTS TO THE WELD COUNTY ZONING ORDINANCE Consider proposed amendments to Sections 28 and 54 the Weld County Zoning Ordinance regarding the Planned Unit Development Procedures and Requirements and a Planned Unit Development Overlay District. 871099 Summary of the Weld County Planning Commission Meeting February 3, 1987 Page 13 Rod Allison reviewed Section 54 pertaining to the Planned Unit Development District for the I-25 Mixed-Use Development and Activity Center. This is to establish a means for evaluating commercial, industrial, and residential developments as a Planned Unit Development within the Overlay District area. The Chairman asked Rod Allison to read the recommendation of the Department of Planning Services into the record. The Chairman called for discussion from the members of the audience. There was none. MOTION: Lydia Dunbar moved proposed Section 54 of the Weld County Zoning Ordinance pertaining to the Planned Unit Development Overlay District for the I-25 Nixed-Use Development and Activity Center be forwarded to the Board of County Commissioners with the Planning Commission's recommendation for approval based upon the recommendation of the Department of Planning Services staff. Motion seconded by Ann Garrison. The Chairman called for discussion from the members of the Planning Commission. Discussion followed. Rod Allison explained this is an entirely new overlay district that conforms with the new Comprehensive Plan Mixed-Use Development area. The Chairman asked the secretary to poll the members of the Planning Commission for their decision. LeAnn Reid - yes; Lynn Brown - yes; Lydia Dunbar - yes; Louis Rademacher - yes; Paulette Weaver - yes; Ann Garrison - yes; Jack Holman - yes. Motion carried unanimously. Rod Allison reviewed an amendment to Section 28 of the Planned Unit Development Section of the Zoning Ordinance. The Chairman asked Rod Allison to read the recommendation of the Department of Planning Services staff into the record. He stated there are thirteen changes, some are fairly minor. The major change is in the format of the Planned Unit Development Section itself. Originally, the format was setout in such a way that the Planning Staff, the Planning Commission, the Board of County Commissioners, and the applicant's duties were identified separately. This format establishes duties and responsibilities to each application stage. Another change was the water requirements for Planned Unit Developments that proposed residential uses. In the past, the standard stated "adequate water." The plan now is that a Planned Unit Development requires a water district, a water association, or a municipality as an adequate water source. Another major change is the clarification of the requirement for demonstrating that there are adequate off-site roads. 871099 Summary of the Weld County Planning Commission Meeting February 3, 1987 Page 14 The Chairman called for discussion from the members of the audience. There was none. The Chairman asked that reading the amendment in its entirety be dispensed with and that it be filed with the summary as a permanent record of these proceedings. MOTION: Lynn Brown moved the proposed amendment to the Section 28 of the Weld County Zoning Ordinance pertaining to Planned Units Developments be forwarded to the Board of County Commissioners with the Planning Commission's recommendation for approval based upon the recommendation of the Department of Planning Services staff. Motion seconded by Lydia Dunbar. The Chairman called for discussion from the members of the Planning Commission. No further discussion followed. The Chairman asked the secretary to poll the members of the Planning Commission for their decision. LeAnn Reid - yes; Lynn Brown - yes; Lydia Dunbar - yes; Louis Rademacher - yes; Paulette Weaver - yes; Ann Garrison - yes; Jack Holman - yes. Motion carried unanimously. The meeting was adjourned at 4:55 p.m. Respectfully submitted, h O L.,1 u e)o� Bobbie Good Secretary 871099 ADDITIONAL NOTE FOR FINAL PLAT "Future Frontage Road" A bearing of S. 89° 37' 00" W. on the Plat identifies the Northernmost extremity of a future 50.0 ft. deep frontage road area. t\J -o .b . _. o_d_d.cd f c.; __F`- .ro vi4 i. -i c Red '' COS` rs ! A-4._ S. gq .37ooi✓ v !I r I .L 7. _ ____ _... _ .._.:_u___7_71.-.1..:_c.. ____lea-r_i_43 ____ _e n'T-_ri.c 0_rt_._. i.s __ PL, --------- ... __I.,__ .5 __s".O. ..__.:'sccvrr c-_ e---!'l4rr_'1e. r' �!].,�r-rQS+__�Y-4.-rc► i t �- y - 1 i! 1 i. ! j =f --- o..71r4 _..._...-.._._... _... ..--gyp- ._.._-...___._-_._._.._. _._... I, . 1II ._r.._._-....__......_- .___-_--___-.-_--.__--_�_-_.. . ,I !: L---. • 871099 .7.c_ .. mac f . . .. 1-- . 0v-1 .101e ::_.. c - b ea.r.i.}n._ ---J d.e}3.`t Cc'c_di/fa_n..__ .t . _ PtGI r +.O_ --'.eec c me___..._ ._ ✓►0 'rNG?r.Y1 r?''CS+ CY , re ✓� i4y II - --_- -Q--F c�S a _ m -�- r6_�- 3 oa ci :cc .�_ems_ I[ . 1 . ,.. . . L A .•44, 4.0.1,...4. : , , . It . • • .. .12 • • 871099 AFFLIEI HOUSE ® "GOOD FOOD FAST" 2626-D Manana Drive • Dallas, Texas 75220 (214) 357-6437 July 27, 1987 Weld County Dept. of Planning Services Mr. Keith Schuett Pe; Case #S-273:86:18 915 10th Street Room 346 Final Plat for Minor Subdivision Greeley, Colorado 80631 Longmont Centennial Inn NW() I-25 & SH #119 Longmont, Colorado Dear Mr. Schuett, Confirming our telephone conversation of earlier today, we will appreciate your placing us on the agenda for the BoArd of Cac¢aissioners. You have indicated that the earliest date available would be 8-12-87. As discussed, we have now resolved the utility questions and will be using Left Hand Water and the St. Vrain sewer District. The side set back line of 10.0 ft. required by the County has been implemented in a revised site plan. Please advise. Thank you. Sincerely, nn// e Counsellour affle House, Inc. cc: Nazir Kassam - Lonyuront Centennial Inn John McCarty - McCarty Engineering Wally Grant - Grant, Lyons, et al P.A. JUL 291987 IB Yield Co. Planning Commission 871099 EXECUTIVE OFFICES • 5986 FINANCIAL DRIVE • NORCROSS. GEORGIA 30071 GRANT, BERNARD Sc L o WALLACE H. GRANT ATTORNEYS AT LAW HOWARD GRANT 11906-19661 DANIEL F. BERNARD 515 KIMBARK STREET JOHN S. HOUGH (1910-1.9791 RICHARD N. LYONS JEFFREY J. KAHN POST OFFICE BOX 996 LONGMONT 13031 996-9900 H. WILLIAM SIMS,JR. LONGMONT, COLORADO 80502-0Ll' DENVER METRO (3031 591-5506 LISA K. SHIMEL SUZAN D. FRITCHEL February 27, 1987 Keith Schuett, Planner Weld County Planning Department 915 10th Greeley, Colorado 80631 Re: Longmont Centennial Inn Subdivision Dear Keith: I am writing to follow up the letter dated February 27, 1987, which Suzan Fritchel sent to you regarding the above project. I would like to request specifically that the Longmont Centennial Inn replat not be scheduled before the Weld County Planning Commission until after we have had a chance to resolve the issues which were outlined in Suzan' s letter. As soon as we have been able to do that, I will contact you by telephone and confirm it with a letter, requesting a setting on the Planning Commission agenda. I understand that meeting or hearing will be scheduled for a Wednesday, which is convenient to you and the Commission as well as to our clients. If you need anything further, please let me know. S 'ncerel C allace H. Gran WHG:js WAFFH-L.SHU cc: Lee Counsellor John McCarty ligrPitiR57\1,7 L .143" 2 1987 Weld Co. Plann,, camm,ssra, 871099 GRANT, BERNARD & LYONS WALLACE H. GRANT ATTORNEYS AT LAW HOWARD GRANT 11906-19661 DANIEL F. BERNARD SIB HIMBARN STREET JOHN S. HOUGH (1916-19]91 RICHARD N. LYONS JEFFREY J. KAHN POST OFFICE BOX 9]6 LONGRONT 13031 ]]6-9000 H. WILLIAM SIMS, JR. LONGMONT, COLORADO 80502-0978 DENVER METRO 13031 571-5506 LISA N. SHIMEL SUZAN D. FRITCHEL February 27, 1987 Mr. Keith Schuett, Planner Weld County Planning Department 915 10th Greeley, Colorado 80631 Re: Longmont Centennial Inn Subdivision Dear Mr. Schuett: As you may know this law firm has been retained by the Waffle House Inn concerning the approval of the final plat for the above described subdivision. - We have met with our clients and engineers and _ have identified three concerns that must be dealt with before the final plan approval should be sought. I thought I would take a moment to outline these so that you are aware of the project status and our time projections. First, we are attempting to solve the highway access issue that arose during the last meeting. Our position is that while the State does have the power to close the access, it must do it through its eminent domain powers. We suggested a solution to Lee Morrison involving the rewording of the notation that was suggested be placed on the plat. Secondly, we have requested an amended letter from the Department of Health basing their approval of the application for a discharge permit without requiring that the permit actually be obtained prior to plat approval . Finally, we are seeking to accommodate the need for the easement located on the west boundary of Lot 2. A survey giving us the needed information should be completed by this week. MAR 2 1987 Weld to. Panning tammission 871099 f/. Mr. Keith Schuett, Planner February 26, 1987 Page 2 Based on the above, we anticipate we can be ready to go forward with the final plat approval process in two to three weeks. As I understand it, I should give you a call when we are ready for a placement on the agenda. If you have any questions, please call Wally Grant or me. Sincerely, Su n D. Fritchel e�J SDF:js WAFFH-L.SCH cc: Lee Counsellor John McCarty • 871099 6f C 0 Co f- % ,, d ,'A Ir=: l , o COLORADO DEPARTMENT OF HEALTH Richard D. Lamm "* ''":t� x Thomas M.Vernon, M.D. Governor It. 7 6 Executive Director November 18, 1986 Mr. Robert Bowman Vice President, Real Estate Franchising P.O. Box 6450 Norcross, Ga 30091 RE: Waffle House at Highway 119 & 1.25, Weld County, Colorado. Dear Mr. Bowman: The Water Quality Control Division has reviewed the engineering report regarding the above referenced facility sewage disposal and treatment at an existing wastewater treatment plant that belongs to Best Western Centennial Inn. Based on the findings of this report, there is adequate capacity at this facility to treat the sewage generated by the Waffle House. The Division has no objections to the Waffle House being tied into the existing wastewater treatment plant as long as the following conditions are met. 1) The owner of this facility applies and obtains a discharge permit from the Colorado Department of Health. 2) A class "C" operator is hired to operate this facility. If you have any questions or comments, please contact this office at (303) 331-4585. Sincerely, I // Vict r . Sai Dis rict Eng neer Field Support Section — '--�^�c Water Quality ^� ' 2�� y `ry f' Control Division � JC�I ��. -�� VHS: sb L�I 1; 1 N;_ 1986 xc: Dan Giroux, McCarty Engineering Best Western Centennial Inn Weld CI Plaes111L' tummissiou Permits and Enforcement Section 871099 ^71r1 rnCT 411-Li n ,i^ul l^ rThrrikyi ..—r. ..... A r".. ....n.-.- .., . STATE OF COLORADO DIVISION OF HIGHWAYS fxi` * P.O.Box 850 :�? se,uri`S S Greeley, Colorado 80632-0850 rs (303)353-1232 �+ • August 27, 1986 Weld Co. , S.H. 119 Waffle House Sketch Plan, o Mi . W. of I-25 on N. Side S.H. 119 Mr. Keith A. Schuett Department of Planning Services DOH File 45100 Weld County 915 10th Street Greeley, CO 80631 Dear Mr. Schuett: We have reviewed the application from Waffle House, Inc. , for a Sketch Plan, and we have the following comments: Direct access to this proposed restaurant, as well as the existing Centennial Inn, is provided by a private frontage road north of State Highway 119. There are existing deeded accesses to State Highway 119 at each end of the Longmont Centennial Inn Subdivision which connect this frontage road to the highway. The access at the west end of this subdivision would provide the most direct access to the proposed restaurant. • According to our records for this portion of S.H. 119, the access at the west end of this subdivision is not intended to be permanent. At the time that development occurs to the west of this subdivision, Weld County is to require the extension of the frontage road. A new access opening to S.H. 119 would be allowed at the west end of this road and the access located south of the proposed Waffle House would then be closed. Thank you for the opportunity to review this plan. Please contact Wally Jacobson if you have any questions. Very truly yours, ALBERT CHOTVACS DISTRICT NGIN j *J,hnrt.e. 1 Dist ct Planning/Environmental Manager JKC:mbc(WJ) 871099 cc: D. Yost - -----� Area Foreman D ) -/j L\vo File: Crier-Jacobson via Chotvacs Ju wJ dCO J Weld Ce. Mon: CmaWlssioo rir.,c0,.. COLORADO DEPARTMENT OF HEALTH Richard D. Lamm Thomas M. Vernon. M.D. Governor 18 q6 Executive Director December 29, 1986 Keith Schvett Planning and Zoning Department City of Greeley Greeley, Colorado 80631 RE: Waffle House at Highway 119 & 1 -25, Weld County. Dear Mr. Schvett: This is to clarify our letter of November 18, 1986, to Waffle House. In this letter, we stated that the owner of the wastewater treatment facility to which the Waffle House will be tied into has to apply and obtain a discharge permit from the Colorado Department of Health . The application will be processed in 180 days, at the time the application is submitted, the Division will make a determination about the conditions of the permit ( i .e. , groundwater monitoring, etc.) . If you have any questions or comments, please contact this office at (303) 331 -4585. Sincerely, /reO -7 .�� 'etc) inz Dist/ict Engineer Field Support Section WATER QUALITY CONTROL DIVISION VHS: sb xc: Permits and Enforcement Section McCarty Engineering Best Western Centennial Inn Waffle House 871099 -4c7aE 4210 EAST 11TH AVENUE DENVER, COLORADO 80220 PHONE (303) 320-8333 E ORRI1DUM wokTo Weld County Planning Date January n 9, 1987 COLORADO -From Health Protection Services kA)-e>n Yi'ttp 1 Subject. Case Number: S-273 Name: Longmont Centennial Inn Health Protection Services has reviewed this proposal and recommends for approval, subject to the following conditions: Applicant shall be required to have a letter of approval from the State Health Department Water Quality Control Division stating that the entire project has been reviewed and approved for temporary connection to the existing treatment facility. Applicant shall further agree to connect to and be served by the St. Vrain Sanitation District as soon as the district can receive effluent. By Direction of Ralph R. Wooley, M.D. 871099 JAN 2 0 1987 Welfl Cu. Malmo; tummissiav STATE OF COLORADO DIVISION OF HIGHWAYS P.O. Box 850 (e srarA,tr Greeley, Colorado 80632-0850(303)353-1232 °,01/2 January 13, 1987 Weld Co. , S.H. 119 Longmont Centennial Inn Minor Sub. File: Waffle House Sketch Plan 1 Mi. W. of I-25 on N. Side Mr. Keith Schuett S.H. 119 Department of Planning Services Weld County DOH File 45100 915 10th Street Greeley, CO 80631 Dear Mr. Schuett: We have reviewed the Longmont Centennial Inn minor subdivision application, and we have the following comments. Development of this property has been reviewed and comments were provided in letters of August 27 and November 4, 1986. Our main concern relates to status of the existing access to State Highway 119 at the southwest corner of this subdivision, also proposed Lot 2. We again emphasize that use of this access may be restricted if future development occurs west of this subdivision and reasonable alternative access becomes available. This condition should be stated on the subdivision plat. In addition, we note in the application that water service to the new Waffle House restaurant will require the extension of a water main line from Turner Blvd. along S.H. 119. This will require an "Underground and Utility Permit." Application for this permit is made to Mr. Henry Rangel at this office. Thank you for the opportunity to review this subdivision. Please contact Wally Jacobson if you have any questions. Very truly yours, ALBERT CHOTVACS DISTRICT ENGINE -, ff Jo K. Crier District Planning/Environmental Manager JKC:mbc(WJ) cc: D. Yost Area Foreman 871099 File: Crier-Jacobson via Chotvacs L JAN 16 1987 Weld Co. Planning Gommiscion DEPAF �IENT OF PLANNING SERVICES r� ,,. l\ ,. V�_�� PHONE(303)356-4000 EXT. 4400 iT 915 10th STREET ..,,,r,,, j I GREELEY,COLORADO 80531 • CASE NUMBER 8-273:86: 18 COLORADO January 2, 1987 TO WHOM IT MAY CONCERN: Enclosed is an application from Longmont Centennial Inn for a final plat for a minor subdivision ( 3 lots) . The parcel of land is described as part of the SE} SEk of Section 3, T2N, R68W of the 6th P.M. , Weld County, Colorado. The location of the parcel of land for which this application has been submitted is west of 1-25 and north of State Highway 119. This application is submitted to your office for review and recommendations. Any comments or recommendations you consider relevant to this request would be appreciated. Your prompt reply will help to facilitate the processing of the proposal and will ensure prompt consideration of your recommendations. Please reply by January 16, 1987, so that we may give full consideration to your recommendation. Please call Keith Schuett if you have any questions about this referral. Thank you for your help and cooperation in this matter. Check the appropriate boxes below and return to our address listed above. 1. We have reviewed this request and find that the request ZDo Fr (does/does not) comply with our .rn,prahonc+•.o p4aa- KF Zip N,nEmF_NTS for the following reasons. / Fier id a A.4,ur (.-,;lra Q- :]Y6" t / - </g " D/S<'u ARC aVaF* cu//VA77 W0,JAL U e 17.102c40NS EAP IS 76 Be / r,044 tD. 4s nt49/C4rE0 C A' /'CA/.iZ, 2. We do not have a Comprehensive Plan, but we feel this request (is/is not) compatible with the interests of our town for the following reasons: 3. We have reviewed the proposal and find no conflicts with our interests. 4. A formal recommendation is under consideration and will be submitted to you prior to: 5. Please refer to the enclosed letter. Signed: mot, . . ef?6j.eic Agency: /oAd<,,i ,ur ,c g P/IoTFCTIOA.) pisrn/cr- V<1m. R. F.n F'RsoA./— F,/!a .nAarc/Ac_- Date: / - 7 — $7 9'71099A gur 1 • •coto • 0 �wof �, •• Roy Romer a 9GX t EEiEM741t * JOHN E ROLD GOVE RNOR DIRECTOR COLORADO GEOLOGICAL SURVEY DEPARTMENT OF NATURAL RESOURCES 715 STATE CENTENNIAL BUILDING-1313 SHERMAN STREET DENVER,COLORADO 80203 PHONE(303)866-2611 January 23, 1987 Weld County Department of Planning Services 915 10th St. Greeley, CO 80631 Dear Planners: RE: LONGMONT CENTENNIAL INN, CASE NO. S-273:86: 18 This proposed development appears compatible with the area geology and geologic constraints. The geologic report was not submitted along with the other information, but an appraisal was made on other reports from this area and my know- ledge of this site. Radon may be a problem. If a gamma survey of this site indicates "normal " background, then soil gas infiltration should be handled at the design and construction stage. If you have any questions, please call . Sincerely, C% v � L. R. Ladwig, Chief Mineral Fuels Section dlr:LRL-87-122 8`71099 t JAN 2 9 1987 GEOLOGY STORY OF THE PAST. . KEY TO THE FUTURE i4Plt Cu, AIAU3klk 'JANIWS!?UI' 4 V' MINUTES OF TEE WELD COUNTY UTILITIES COORDINATING ADVISORY COMMITTEE January 30, 1987 A special meeting of the Weld County Utilities Coordinating Advisory Committee was held on January 30, 1987, at 10:10 a.m. in Room 339, Weld County Centennial Building, 915 Tenth Street, Greeley, Colorado. The meeting was called to order by the chairman, Calvin Johnson. MEMBERS PRESENT: Calvin Johnson Central Weld County Water District Doug Melby Evans Fire District Glenn Stokes Public Service Company Don Carroll Weld County Engineering Department Also present: Chuck Cunliffe, Director, Department of Planning Services, and Bobbie Good, Secretary. The Chairman stated that at the January 22, 1987, meeting of the Utilities Coordinating Committee meeting the Committee had asked the applicant to show, on the plat, a fifteen foot perimeter easement on the north, west, and east sides of the property, and that the easements be designated as utility easements, including those along side lot lines. CASE NUMBER: S-273:86:18 (continued from January 22, 1987) APPLICANT: Longmont Centennial Inn REQUEST: Minor Subdivision for 3 Lots in a C-3 (Commercial) Zone district. LEGAL DESCRIPTION: Part of the SE} SE} of Section 3, T2N, R68W of the 6th P.M, Weld County, Colorado. LOCATION: West of I-25 and north of State Highway 119. APPEARANCE: • Dan Giroux, McCarty Engineering Consultants, and Wally Grant, Attorney, represented the applicant. Dan Giroux reported he has spoken to Lee Counsellor and he does not want to change the configuration of the lot. He would like to use the access easement, which is black topped, for the utility easement. He has talked to the involved utility companies and they have no strong objections to this proposal. There are only three lots in this subdivision and therefore, only three property owners would be involved. Wally Grant discussed the need for perimeter easements vs an internal easement large enough to handle all utilities. A telephone message was read from Bill Meier, Union REA that a five foot utility easement is not large enough. They need a minimum easement of ten feet. 1371099 Minutes of the Weld County Utilities Coordinating Advisory Committee January 30, 1987 Page 2 Vazir Mawii, property owner, reported an additional ten feet of land could be purchased by Waffle House for the utility easement. Also, Waffle House has a contract on this property contingent to this proposal being approved. Glenn Stokes stated the reason a perimeter easement is asked for is because you cannot be sure what is going in on the other sides of the property. Also, the cost of running utilities through the center of the property and then to the back of the property for use will be very expensive. Then the property owner will have to apply for a setback variance because of the five foot property line. These expenses would probably be greater than purchasing ten addition feet of land and moving the entire site plan over ten feet. Doug ,Selby again stressed that an eight foot fire truck cannot operate in a ten foot easement. Chuck Cunliffe reported from a planning standpoint, we would like to see a fifteen foot perimeter easement, but this decision is left to the Utilities Advisory Coordinating Board. Glen Stokes moved Case Number S-273:86:18 (continued from January 22, 1987) for Longmont Centennial Inn for a Minor Subdivision for 3 Lots in a C-3 (Commercial) Zone district be recommended favorably to the Planning Commission and the Board of County Commissioners contingent to a fifteen foot platted perimeter easement be shown on the west boundary of Lot 2, excepting the south side, including a ten foot interior easement, except on the east and north line of Lot 2. Also change the dimensions on the south line of Lot 3 from fifteen feet to twenty feet. Motion seconded by Don Carroll. The Chairman called for discussion from the members of the Utilities Advisory Coordinating Committee. Discussion followed. The Chairman asked the members of the Utilities Advisory Coordinating Committee for their decision. Motion carried unanimously. ELECTION OF OFFICERS: The Chairman called for nominations for Chairman of the Utilities Coordinating Advisory Committee. Glenn Stokes moved Steve Bagley be nominated Chairman and George Mai be nominated Vice—Chairman. Motion seconded by Don Carrol. The Chairman called for additional nominations. There were none. 871099 Minutes of the Weld County Utilities Coordinating Advisory Committee January 30, 1987 Page 3 The Chairman asked the Committee for its decision. Motion carried unanimously. Meeting was adjourned at 11:40 a.m. Respectfully submitted, • 1,..13-.—.1.. 0\O O Bobbie Good \ Secretary 871099 FIELD CHECK FILING NUMBER: S-273:86: 18 DATE OF INSPECTION: January 22, 1987 NAME: Longmont Centennial Inn REQUEST: Final plat for a minor subdivision LEGAL DESCRIPTION: Part of the SE} SE} of Section 3, T2N, R68W of the 6th P.M. , Weld County, Colorado. LOCATION: West of I-25; north of State Highway 119 LAND USE: N Corn field E Love's County Store, Road Runner S Corn field, storage buildings, one residence W Corn field, wheat field ZONING: N A (Agricultural) E C-3 (Commercial) S C-3 (Commercial) W A (Agricultural) COMMENTS: The paved access to the property is from State Highway 119. By:Aighel th chuett Current Planner 871099 LAND-USE APPLICATION SUMMARY SHEET Date: January 27, 1987 CASE NUMBER: S-273:86:18 NAME: Longmont Centennial Inn Waffle House, Inc. c/o Lee Counsellour ADDRESS: 3815 State Highway 119 & I-25 2626-D Manana Drive Longmont, CO 80501 Dallas, TX 75220 REQUEST: Final plat for a minor subdivision containing 3 lots. LEGAL DESCRIPTION: Part of the SE} SEI of Section 3, T2N, R68W of the 6th P.M. , Weld County, Colorado. LOCATION: West of I-25 and north of State Highway 119. SIZE OF PARCEL: 5.217 Acres POSSIBLE ISSUES SUMMARIZED FROM APPLICATION MATERIALS: The criteria for review of this proposal is listed in Section 12-3 F of the Weld County Subdivision Regulations. Section 12-3 F states: The minor subdivision shall be reviewed by the Planning Commission in accordance with Section 5-4 A of the Subdivision Regulations. The Department of Planning Services staff has received specific recommendations from the following: - Weld County Health Department - State Highway Department - Longmont Fire Protection District Copies of these referral responses are included in this land-use summary. The Department of Planning Services staff has not received referral responses from: - Eva Rademacher - Geological Survey 87109S N �� If Qom,_. LF ( i 0 1 • F7 I Fr. ,. •i• . • ,� ' x �4 . •o a , •,' r V • - o GAE• " rI n r 9 • fk l•' . •4,,a K-•` 1 •lil34 ° .i9 ar_a. i'• ' .. .q . .F B.." .v..--•---7.:: • a I t 'cJ \' l� � �.i� Fa .�o • �' 2. 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I GREELEY,COLORADO 80631 I I- si ti .. _ tety • COLORADO NOTICE OF PUBLIC HEARING The Weld County Planning Commission will conduct a public hearing on Tuesday, February 3, 1987, at 1:30 p.m. to review a request for approval of a final plat for a minor subdivision for three lots in a C-3 (Commercial) zone district from Tongmont Centennial Inn. The parcel of land is described as part of the SE} SE} of Section 3, T2N, R68W of the 6th P.N. , Weld County, Colorado, containing 5.217 acres, more or less. The property is located west of I-25 and north of State Highway 119. . The public hearing to be held by the Weld County Planning Commission for the consideration of the above referenced request will be conducted in the Weld County Commissioners' Hearing Room, First Floor, Weld County Centennial Center, 915 Tenth Street, Greeley, Colorado. Comments or objections related to the above request should be submitted in writing to the Weld County Department of Planning Services, 915 Tenth Street, Room 342, Greeley, Colorado 80631, before the above date or presented at the public hearing on Tuesday, February 3, 1987. Copies of the application are available for public inspection in the Department of Planning Services, Room 342, Weld County Centennial Center,. 915 Tenth Street, Greeley, Colorado, - Phone - 356-4000, Extension 4400. 1 Jack Holman, Chairman Weld County Planning Commission To be published in the Johnstown Breeze To be published one (1) time by January 8, 1987 1� Received by: \f�,y,� „�/Date: ✓ (/ Sin? 8'71099 MAILING LIST Longmont Centennial Inn S-273:86: 18 Musket Corporation c/o Property Tax Consultant 3336 East 32nd Street #217 Tulsa, OK 74135 Stener J. and Frances E. Carlson 4111 Glade Road Loveland, CO 80537 Clarence J. and Vivian P. Evers 1203 Princeton Court Longmont, CO 80501 Ronald L. and Darlene F. Fahrenholtz 1119 Windslow Circle Longmont, CO 80501 Chevron, USA, Inc. Property Tax Section P.O. Box 7611 San Francisco, CA 94120 David E. and Gloria F. Camenisch Route #4 Longmont, CO 80501 Rite-A-Way Industries, Inc. c/o Joel Wiens P.O. Box 760 Kimball, NE 69145 Burger Avenue Investments, Ltd. 125 South Howes - 5th Floor Fort Collins, CO 80521 Dawna Camenisch Waneka 3598 State Highway 119 Longmont, CO 80501 Frank L. Howard 1300 Lamplighter Drive Longmont, CO 80501 971099 Date: February 3, 1987 CASE NUMBER: S-273:86:18 NAME: Longmont Centennial Inn Waffle House, Incorporated c/o Lee Counsellour ADDRESS: 3815 State Highway 119 and I-25 2626-D Manana Drive Longmont, CO 80501 Dallas, TX 75220 REQUEST: Final plat for a minor subdivision containing 3 lots. LEGAL DESCRIPTION: Part of the SEI SE} of Section 3, T2N, R68W of the 6th P.M. , Weld County, Colorado LOCATION: West of I-25 and north of State Highway 119. THE DEPARTMENT OF PLANNING SERVICES STAFF RECOMMENDS THAT THIS REQUEST BE APPROVED FOR THE FOLLOWING REASONS: 1. The minor subdivision conforms with the requirements of Section 12-3 F. of the Weld County Subdivision Regulations. This section incorporates the review criteria of Section 5-4 A. of the Weld County Subdivision Regulations. - The water taps from Left Hand Water Supply Company are capable of supplying water of sufficient quality, quantity, and dependability; - The private sewage treatment facility owned by Longmont Centennial Inn, when approved by the State Health Department, will be able to supply sewage disposal for these lots; - This proposal will not endanger human life or structures as a result of soil erosion, soil instability, or air pollution; - No unreasonable burden will be placed on educational or local governments to provide services; and - There will be no undue adverse effects on scenic, historical, or natural areas, wildlife habitats or agricultural lands. - No overlay districts affect the site. This recommendation is based, in part, upon a review of the application submitted by the applicant, other relevant information regarding the request and the responses of the referral entities which have reviewed this request. 871099 Longmont Centennial Inn Waffle House, Incorporated S-273:86: 18 Page 2 The Department of Planning Services staff recommendation for approval is conditional upon the following: 1. All construction on the property shall be designed and built using the best techniques available to prevent radon gas from entering the structure and shall be in accordance with the requirements of the Weld County Building Code Ordinance. 2. The Saint Vrain Sanitation District shall be used for sewage disposal when capable to receive effluent. 3. Prior to the issuance of building permits, the following shall be completed: - An On-site Improvements Agreement shall be approved by the Board of County Commissioners for the parcel that building permits are being applied for; - A Site Plan Review shall be approved for each parcel that building permits are being applied for; - Evidence that the State Health Department has approved the use of the Longmont Centennial Inn sewage disposal system; and - The plat shall be delivered to the Department of Planning Service's office for recording in the office of the Weld County Clerk and Recorder. 4. Prior to the issuance of the Certificate of Occupancy, evidence shall be submitted to the Department of Planning Services that 1 (one) fire hydrant with two-2} inch and one-4} inch discharge outlets with National Hose Threads has been installed on the property. 5. An "Underground and Utility Permit" from the State Highway Department shall be obtained for the extension of the Left Hand Water Line from Turner Boulevard along State Highway 119. 6. Prior to the recording of the plat: - The following notes shall be placed on the Plat: Access may be restricted onto State Highway 119 if future development occurs west of this subdivision and reasonable alternative accesses become available. The Saint Vrain Sanitation District shall be used for sewage disposal when capable to receive effluent. - The plat shall be amended to show the easements as recommended by the Weld County Utilities Coordinating Advisory Committee at its January 30, 1987, meeting. 871099 REFERRAL LIST APPLICANT: Longmont Centennial Inn CASE NUMBER: S-273:86: 18 SENT REFERRALS OUT: January 2, 1987 REFERRALS TO BE RECEIVED BY: January 16, 1987 NO SR NR NO SR NR VX County Attorney ( plat only) IY X Weld County Health Dept. (/ X Engineering Department County Extension Agent Office of Emergency Mngmt 1.7 X City of Longmont Planning Department Attn: Brian Miller Civic Center Complex Longmont, CO 80501 VX State Highway Department 1420 2nd Street / Greeley, CO 80631 VX Longmont Fire Portection District Attn: Captain William R. Emerson 9119 County Line Road Longmont, CO 80501 X Colorado Geological Survey Attn: Dave Ackers 1313 Sherman Street — Room 715 Denver, CO 80203 X_ Eva Rademacher 3525 Highway 119 Longmont, CO 80501 V X Louis Rademacher 13184 Weld County Road 13 Longmont, CO 80501 NO=No Objection SR=Specific Recommendations NR=No Response 871099 REPORT OF A GEOTECHNICAL INVESTIGATION FOR WAFFLE HOUSE, INCORPORATED DALLAS, TEXAS PROJECT NO. 1095--L-86 WAFFLE HOUSE RESTAURANT HIGHWAY 119 @ DEL CAMINO WELD COUNTY, COLORADO I � I I BY EMPIRE LABORATORIES, INC. 1242 Bramwood Pl . , P.O. Box 1135 Longmont, Colorado 80501 871099 Table of Contents Table of Contents Letter of Transmittal ii Report 1 Appendix A A-1 Test Boring Location Plan A-2 Key to Borings A-3 Log of Borings A-4 Appendix B B-1 Summary of Test Results 8-2 Appendix C C-1 i 871099 Empire .uaboratories, Inc. P.O.Box 503 • (303)484-0359 GEOTECHNICAL ENGINEERING 8 MATERIALS TESTING 301 No.Howes • Foe Collins.Colorado 80522 December 12, 1986 Waffle House Incorporated 2626 D Mariana Drive Dallas, TX 75220 Attention: Mr. Lee Counsellour Gentlemen: We are pleased to submit our Repo t of a Geotechnical Investigation for the proposed Waffle House Restaur nt to be located on Highway 119 @ Del Camino, Colorado. Based upon the findings of our su surface investigation, it is our opinioi that this site is suitable for th proposed construction, providing the design criteria and recommendatio s set forth in this report are met. The accompanying report presents the esults of our subsurface investigation and our recommendations based on he results. Very truly yours, ke,v. REf 274sop 4„ EMPIRE LABORATORIES, INC. ; 1 15116 :';t Edward Longmont Branch Manager 1i// 1:,',+ ��,\,`~` p1\tttt11111A1u/t �Reviewed by: �NI 5SF_R C•04i Vr �GISiFq y. r, ti SA alr. Chester C. Smith, P.E. 5:;'°, 4808 ',, rig President , r i�„* cc: McCarty Engineers 'i,�l"�•r�a�' ��` ' /pjk ratrsst,.:• 1,0 R410\ 9�. Banch Offices n'•, P.O.Box 1135 P.O. Bo 1744 P.O.Box 10076 Longmont,Colorado 80502 Greele ,Colorado 80632 Cheyenne,Wyoming 82003 (303)776-3921 (303)351-0460 (307)632-9224 Member of Ca suiting Engineers Council 871099 REPORT OF A GEOTECHNICAL INVESTIGATION SCOPE • This report presents the results of a Geotechnical Investigation prepared for the proposed Waffle House Restaurant to be located on Highwa 119 @ Del Camino, Colorado. The investigation was carried out by means of test borings and laboratory testing of samples obtained from these borings. SITE INVESTIGATION The field investigation, carried out on December 4, 1986, consisted of drilling, logging and sampling three (3) test borings. The locations of the test borings are shown on the Test Boring Location Plan included in Appendix A of this report. Boring logs prepared from the field logs are also presented in Appendix A. These logs illustrate the soils encountered, 1 depth of sampling and elevations of subsurface groundwater at the time of the investigation. All borings were advanced with four-inch diameter, continuous-type, power-flight auger. The test borings were drilled to depths of ten (10) to twenty (20) feet. The drilling operations were performed under the supervision of a geotechnical engineer from Empire Laboratories, Inc. , who made a continuous visual observation of the soils encountered. SITE LOCATION AND DESCRIPTION This site is located on the north side of Highway 119 @ Del Caminq lvaf.leerloPl i� Wit . reetI'rnlitPlpt two Mltw niNN t,s MKr0l'IF1MYi *0 0 4r00P Flt lat l ( 1) 871099 situated in the southeast 1/4 of Section 3, Township 2 north, Range 68 west of the Sixth P.M. , Weld County, Colorado. The site is a relatively level open area vegetated with weeds. Asphalt pavement overlies the southeast corner of the property. Piles of rubble exist on this lot. This property is bordered on the south by Highway 119 and on the west by an irrigation ditch. Centennial Best Western Hotel exists directly east of the property. This site exhibits poor drainage. LABORATORY TESTS AND EXAMINATIONS Laboratory tests and examination were performed on samples obtained from the test borings in order to determine the physical characteristics of the soils encountered. Moisture contents,water soluble sulfates and Atterberg limits were determined. A summary of the test results is included in Appendix B. SOIL AND GROUNDWATER CONDITIONS The soil profile at the site consists of strata of materials arranged in different combinations. In order of increasing depth, they are as follows: (1) Topsoil E Pavement: The site is overlain by a layer of silty topsoil and pavement. The topsoil is approximately six (6) to twelve ( 12) inches thick. The upper four (4) to six (6) inches of topsoil has been penetrated by root growth and organic matter and should not be used as backfill or foundation bearing. The pavement consists of approximately three (3) inches of asphalt underlain by about six (6) inches of road base. This pavement should be removed from the proposed building area. (2) Sandy Clay : Brown sandy clay underlies the topsoil and pavement and extends to the underlying sand or sand and gravel at depths (2) 871099 of three (3) to six and one-half (6f) feet. A trace of organics was encountered within the clay stratum in Boring 3 at a depth of approximately four and one-half (4}) feet. This clay stratum exhibits low bearing characteristics. Compressible soils containing organic material is unsuitable for supporting building loads. (3) Sand: Tan sand exists beneath the clay stratum in Boring 1 and 2 and extends to the underlying sand and gravel stratum at a depth of approximately six (6) feet. This sand stratum is saturated and exhibits low bearing characteristics. (4) Sand & Gravel : Sand and gravel mixed with occasional cobbles li underlies the sand or clay stratum and extends to the depths explored. This stratum is saturated and exhibits moderate bearing characteristics and moderate shear strengths. (5) Groundwater: At the time of our investigation, free groundwater was encountered at depths ranging from three (3) to three and one-half (33) feet. Water levels in this area are subject to change due to seasonal variations and irrigation demands. RECOMMENDATIONS AND DISCUSSION It is our understanding that a one-story restaurant with slab on grade construction will be constructed on this site. Site Grading It is recommended that rubble piles be removed from the site. The topsoil containing roots and organic matter, which extends to a depth of approximately four (4) to six (6) inches should then be removed from the proposed building and pavement areas. This topsoil should be stockpiled for future landscaping use. The subgrade should then be scarified to a depth of six (6) inches and recompacted at or near optimum moisture to (3) 871099 ninety percent (90%) of Standard Proctor Density ASTM D 698-78. (See Appendix C.) On-site soils or imported granular soils approved by the geotechnical engineer are suitable for use as fill in the proposed building or pavement areas. All fill underlying building and pavement areas should be placed in layers not exceeding eight (8) inches in thickness and compacted at or near optimum moisture to a minimum of ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. All fill should be inspected by the geotechnical engineer, and field density tests should be taken under the supervision of the geotechnical engineer to verify that the specified compaction requirements are attained in the field. Foundations Based on the proposed loads and the subsurface conditions encountered at the site, it is our opinion that this site is suitable for the proposed construction. The structure may be supported by conventional continuous spread footings. Footings should bear on undisturbed natural soil and all exterior footings should be placed a minimum of thirty (30) inches below grade for frost protection. Foundations placed as recommended above may be designed for a maximum allowable soil bearing pressure of one thousand five hundred ( 1, 500) pounds per square foot (dead load plus maximum live load.) We anticipate that the total settlement under the above-recommended maximum bearing pressure should be less than one ( 1) inch, generally considered to be within an acceptable tolerance for this type of structure. (4) 871099 Providing a drilled pier type foundation is required for the proposed sign, the following passive earth pressures should be utilized to resist lateral loads and overturning. The ultimate passive pressure of the sand and gravel stratum at thsi site in a submerged state at depth 2 may be expressed by the equation 300 Z psf. Slabs on Grade The subgrade beneath slabs on grade should be prepared as described in the "Site Grading" section of this report. We recommend that the floor slabs be placed a minimum of three (3) feet above the maximum seasonal high water table. It is recommended that a four (4) inch layer of clean gravel or crushed rock devoid of fines be placed beneath floor slabs. This material will help to distribute the floor loads and will act as a capillary break. The building should be provided with permanent heat prior to pouring any interior slabs or have an ambient temperature of forty degrees (400) Fahrenheit. All slabs on grade should be designed for the imposed loading. In order to minimize and control shrinkage cracks which develop in slabs on grade, it is suggested that control joints be placed every ten ( 10) to fifteen ( 15) feet and that the total area contained within these joints be no greater than two hundred and twenty-five (225) square feet. Drives & Parking Samples of the upper soils were classified for the purpose of determining pavement design criteria. The soils tested for Atterberg limits had a group index of zero (0) . Based on this value, we recommend the following pavement thickness: (5) 871099 Drives & Areas Parking_ Receiving Truck Traffic Asphaltic Concrete 2}" 3" Select Gravel Base Course 6" 8" Total Pavement Thickness 8}" 11" All topsoil and other unsuitable materials should be stripped and removed from the proposed paving areas prior to placing any fill materials or base course. All pavement should be placed a minimum of three (3) feet above the water table to reduce the potential of pumping soil during subgrade preparation. The subgrade should then be scarified to a depth of six (6) inches and recompacted at or near optimum moisture to ninety percent (90%) of Standard Proctor Density as specified by ASTM D 698-78. (See Appendix C.) We recommend that a soil sterilant be used beneath pavement to retard weed growth. The base course overlying the subgrade should consist of a hard, durable, crushed rock or stone and filler and should have a minimum "R" value of 80. The composite base course material should be free from vegetable matter and lumps or balls of clay, and should meet Colorado Department of Highway Class 6 specifications as follows: Sieve Size % Passing 3/4" 100 #4 30-65 #8 25-55 #200 3-12 Liquid Limit 30 Maximum Plasticity Index 6 Maximum The base course and any fill required beneath pavement areas should be placed at or near optimum moisture and compacted to at least ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. The base course must be shaped to grade so that proper drainage of the parking area is obtained. (6) 871099 GENERAL RECOMMENDATIONS (1) Laboratory test results indicated that water soluble sulfates in the soil are negligible, and a Type I cement may be used in all concrete exposed to subsoils. All slabs on grade subjected to de- icing chemicals should be composed of a more durable concrete, using Type II cement, with low water-cement ratios and higher air contents. (2) Finished grade should be sloped away from the structure on all sides to give positive drainage. Ten percent ( 10$) for the first ten ( 10) feet away from the structure is the suggested slope. (3) Backfill around the outside perimeter of the structure should be mechanically compacted at optimum moisture to at least ninety percent (90$) of Standard Proctor Density ASTM D 698-78. (See Appendix C.) Puddling should not be permitted as a method of compaction. (4) All plumbing and utility trenches underlying slabs and paved areas should be backfilled with an approved material compacted to at least ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. Puddling should not be permitted as a method of compaction. (5) Gutters and downspouts should be designed to carry roof runoff water well beyond the backfill area. (6) Underground sprinkling systems should not be installed within ten ( 10) feet of the structure, and this recommendation should be taken into account in the landscape planning. (7) Ptontino eir. s ahttald � rntamtln rnnj to "'on liya to unit n Iah 1ru applied to the soil and thus minimize differential settlements. (7) 871099 (8) It is recommended that all compaction requirements specified herein be verified in the field with density tests performed under the supervision of a geotechnical engineer. (9) It is recommended that a registered professional engineer design the substructure and that he take into account the findings and recommendations of this report. GENERAL COMMENTS This report has been prepared to aid in the evaluation of the property and to assist the architect and/or engineer in the design of this project. In the event that any changes in the design of the structure or its location are planned, the conclusions and recommendations contained in this report will not be considered valid unless said changes are reviewed and conclusions of this report modified or approved in writing by Empire Laboratories, Inc. , the geotechnical engineer of record. Every effort was made to provide comprehensive site coverage through careful locations of the test borings, while keeping the site investigation economically feasible. Variations in soil and groundwater conditions between test borings may be encountered during construction. In order to permit correlation between the reported subsurface conditions and to aid in carrying out the plans and specifications as originally contemplated, it is recommended that Empire Laboratories, Inc. be retained to perform continuous review during the excavation and foundation phases of the work. Empire Laboratories,' Inc. assumes no responsibility for compliance with the recommendations included in this report unless they have been retained to perform adequate on-site construction review during the course of construction. (8) 871099 APPENDIX A. 871099 TEST BORING LOCATION PLAN kill liar.... bluer x s i I NO.2 x � IN* I PIZoP••SE L .o 4.1 d x PR O P SEA PAR.K I N AREA W f x 3 T NO.3 � s r � I COL-0RAPO STATE. I446'I-}WAY 119 A-2 8'71099 EMPIRE LABORATORIES, INC. KEY'ID BORING LOGS e eerii TOPSOIL %. .• oar FILL '.'.. SAND& GRAVEL -�i SILT •i• SILTY SAND&GRAVEL // / v O. 1;1 CLAYEY SILT o COBBLES ..i�' SANDY SILT Y.C.� � SAND,GRAVEL&COBBLES ' CLAY imill � WEATHERED BEDROCK I/i SILTY CLAY __ SILTSTONE BEDROCK rd SANDY CLAY CLAYSTONE BEDROCK SAND • • • SANDSTONE BEDROCK 2 • /• SILTY SAND MI LIMESTONE i. . ■M■ Pal CLAYEY SAND =in GRANITE r.•.A SANDY SILTY CLAY IM . FAVEMeNT 5E'scTIOIJ SHELBY TUBE SAMPLE + STANDARD PENETRATION DRIVE SAMPLER WATER TABLE 24 hrs. AFTER DRILLING c HOLE CAVED 5/12 Indicates that 5 blows of a 140 pound hammer falling 30 inches was required to penetrate 12 inches. A-3 }�71044 QQ EMPIRE LABORATORIES,INC. 8 LOG OF BORINGS E VT' O NO. 1 NO.2. NO.3 4845 l I i j/gip 14"` a 'o _� —I' 6/12•4840 5/12 II. 9/12 ii_.`: • • l ••�:• • 50/9 �,: ' 40/12 4•: 42/12_ y; 4835 : 0.4• -d a f 7.v._ •• • o U • 9'. T: '♦ • 4830 36/12 ��' 0 50TT ' a :• 4825 34/12 4:. A-4 871099 EMPIRE LABORATORIES, INC. APPENDIX B. 871099 N N N N N « a I -- v v v v v v (0 n 01 Cu O l0 O G C) c0 m V LO LO I t'.... 01 bU CI) H= 0 3c /N� c GD 00 H uSH UI DI N 24 U I Q n z c m ma O x to « �0c 0 2 C a 9« N • cr y �J� co H J D t0 U LL 2 CC = n N F- w N tt W — O I- 4 4 LL ' m O ≥e o co >- 0• „— N aJ CC w 4 — 6 m a S ` Na y W D 0 2 n 1 i 5$_ m au. C Cmy O0 U Z— t _LL bn U d' Cu Lf) r. LC) M L() to l0 N ii0 n M O) 0 V co r-- O) 00 .0- r r- .- I-- 2 O 0 0 0 U) 0 0 tf) 0 0 U) • t • to O • • • IC) • 0 u« LL) 00 Cu in co eY LL I I I I I I I I I I I 0- LO O O O O Lo O O O to O O e n eF o) o et r- et en o) a C r Cu r) 02 0 B-2 APPENDIX C. 871099 APPENDIX C. Suggested Specifications for Placement of Compacted Earth Fill and/or Backfills. GENERAL A soils engineer shall be on-site to provide continuous observation during filling and grading operations and shall be the owner's repre- sentative to inspect placement of all compacted fill and/or backfill on the project. The soils engineer shall approve all earth materials prior to their use, the methods of placing, and the degree of compaction obtained. MATERIALS Soils used for all compacted fill and backfill shall be approved by the soils engineer prior to their use. The upper two (2) feet of compacted earth backfill placed adjacent to exterior foundation walls shall be an impervious, nonexpansive material . No material , including rock, having a maximum dimension greater than six inches shall be placed in any fill . Any fill containing rock should be carefully mixed to avoid nesting and creation of voids. In no case shall frozen material be used as a fill and/or backfill material . PREPARATION OF SUBGRADE All topsoil , vegetation (including trees and brush) , timber, debris, rubbish, and other unsuitable material shall be removed to a depth satisfactory to the soils engineer and disposed of by suitable means before beginning preparation of the subgrade. The subgrade surface of the area to be filled shall be scarified a minimum depth of s.ix inches, moistened as necessary, and compacted in a manner specified below for the subsequent layers of fill . Fill shall not be placed on frozen or muddy ground. 871099 C-2 PLACING FILL No sod, brush, frozen or thawing material , or other unsuitable material shall be placed in the fill , and no fill shall be placed during unfavorable weather conditions. All clods shall be broken into small pieces, and distribution of material in the fill shall be such as to preclude the formation of lenses of material differing from the surrounding material . The materials shall be delivered to and spread on the fill surface in a manner which will result in a uniformly compacted fill . Each layer shall be thoroughly blade mixed during spreading to insure uniformity of material and moisture in each layer. Prior to compacting, each layer shall have a maximum thickness of eight inches, and its upper surface shall be approximately horizontal . Each successive 6" to 8" lift of fill being placed on slopes or hillsides should be benched into the existing slopes, providing good bond between the fill and existing ground. MOISTURE CONTROL While being compacted, the fill material in each layer shall as nearly as practical contain the amount of moisture required for optimum compaction or as specified, and the moisture shall be uniform throughout the fill . The contractor may be required to add necessary moisture to the fill material and to uniformly mix the water with the fill material if, in the opinion of the soils engineer, it is not possible to obtain uniform moisture content by adding water on the fill surface. If, in the opinion of the soils engineer, the material proposed for use in the compacted fill is too wet to permit adequate compaction, it shall be dried in an acceptable manner prior to placement and compaction. COMPACTION When an acceptable, uniform moisture content is obtained, each layer shall be compacted by a method acceptable to the soils engineer and as specified in the foregoing report as determined by applicable standards. Compaction shall be performed by rolling with approved tamping rollers , 871099 C-3 pneumatic-tired rollers, three-wheel power rollers, vibratory compactors, or other approved equipment well-suited to the soil being compacted. If a sheepfoot roller is used, it shall be provided with cleaner bars attached in a manner which will prevent the accumulation of material between the tamper feet. The rollers should be designed so that effective weight can be increased. MOISTURE-DENSITY DETERMINATION Samples of representative fill materials to be placed shall be furnished by the contractor to the soils engineer for determination of maximum density and optimum moisture or percent of Relative Density for these materials. Tests for this determination will be made using methods conforming to requirements of ASTM D 698, ASTM D 1557, or ASTM D 2049. Copies of the results of these tests will be furnished to the owner, the project engineer, and the contractor. These test results shall be the basis of control for all compaction effort. DENSITY TESTS The density and moisture content of each layer of compacted fill will be determined by the soils engineer in accordance with ASTM D 1556, ASTM D 2167, or ASTM D 2922. Any material found not to comply with the minimum specified density shall be recompacted until the required density is obtained. Sufficient density tests shall be made and submitted to support the soils engineer' s recommendations. The results of density tests will also be furnished to the owner, the project engineer, and the contractor by the soils engineer. 871099 C-4 LDNDMDNT CENTENNIAL INN MINOR SUBDIVISION 871099 MINOR SUBDIVISION for LONGMONT CENTENNIAL INN DECEMBER 11 , 1986 BY : McCARTY ENGINEERING CONSULTANTS, INC. 703 W. THIRD AVENUE LONGMONT, CO 80501 871099 ‘ 9 ,lz:.,. — ri „an__ 1 ! i t 4839 r `4840_=' Q , ... / ID 1 N I • WASTEWATER h i ::;r TREAMENT POND IS `,J . % N on SEC T2N, R68W • •El .,2 in • 7/ i Q /CENTENNIAL BEST WEbTERN -,,1/4 - ( -. .�. SEC 2 HWY 119 • • Q Et. ---1MMMPIPEMIl - - • SEC / • I I , -A... U ��i SEC 11 o h i Ike j C--�-1 4 ify C II I a a . • Q N Trailer 'i P rk ;- _ ' '' • aj '.1.i o I soo I '' i SCALE 1 " 600' G i� Icc_I VICINIfY MAP 871099 McCARTY ENGINEERING CONSULTANTS, INC. BASED UPON U.S.G.S. GOWANDA QUADRANGLE LONGMONT CENTENNIAL INN COLORADO- WELD COUNTY 1976 MINOR SUBDIVISION "GOOD FOOD FAST" 2626-D Mariana Drive • Dallas, Texas 75220 (214) 357-6437 December 10, 1986 Weld County Planning Services Mr. Keith Schuett Re; Minor Subdivision Application 915 10th St. Room 342 Longmont Centennial Inn Greeley, Colorado 80631 NWQ I-25 & SH #119 Longmont, Colorado Dear Mr. Schuett, Attached are the items required for our minor subdivision request with the application and my check for the fee . In the event your review dis- closes any omissions of items needed, please advise me immediately. In keeping with our previous discussions, we have not included the "Improvements Agreement According Policy Regarding Collateral For Improvements. " We will be able to ascertain more accurately improvement costs and completion schedules when Staff has reviewed and approved the site development plan. We will then submit the instrument with our President's execution signature with attestment. The "restrictions and covenants" aspects of the subdivision are set forth in the "Easements And Utilities Agreement" copies enclosed. An additional permanent, mutual and non-exclusive access, parking and signage easement is being developed as an "addendum" to the previously agreed covenants. This area will be 45.0 ft. in width, abut Lot 2's easterly P/L, and, extend 145.0 ft. south from Lot 2's NEC. Waffle House will be responsible for improvements and on-going maintenance and repair of this easement area. Descriptions , written & graphic, will follow within 10 to 14 days. We are going to leave the existing irrigation channel completely alone in our development and will not encroach on it in any way. We have included in the package copies of the deed by which Longmont Centennial Inn, Inc. acquired the property, and, a notarized letter, dated 10-6-86, from owner of record authorizing myself, employees of Waffle House , Inc . , and McCarty Engineering Consultants , Inc. to hake applications and appearances for the purpose of obtaining various govern- mental approvals for subdivision, permits , variances and zoning. Also included in the package are copies of the "Deed of Access Rights" instrument by which a previous owner of record granted the State Dept. of Highways access rights on the entire tract's SH #119 frontage "excepting however" the 30 ft. area encompassing the existing driveway at the SWC of the proposed Lot 2, the proposed restaurant site. We are aware that the highway department may contest this access point at some time in the future when the land to the west is developed and we are willing to wait until the need arises to handle the matter. In the meantime , we will not EXECUTIVE OFFICES • 5986 FINANCIAL DRIVE • NORCROSS, GEORGIA 30071 871099 - 2 - expand the driveway a . propose to continue to ut it on a mutual and non-exclusive basis with the holders of proposed Lots 1 and 3. We have applied for a Sewage Discharge Permit with State Environmental Health and copies of the acknowledgment receipt are enclosed. Al discussed, we intend to participate in the proposed St. Vrain Sewer District and our use of the existing sewage treatment plant would be temporary in nature. We will be seeking two variances for this project: A. A 5.0 ft. building set-back instead of 10.0 ft. from our Westerly property line . (You will note that we are setting the front of the building 70.0 ft. back from the R.O.W. line of SH /119) B. A variance for our ground sign to be for joint use of motel and restaurant (utilizing an existing motel sign) , to be 65.0 ft. grade to top heighth, to be located in signage easement adjacent to easterly property line of Lot 2. You have indicated an approximate 120 day timeframe for handling everything from the date you receive the submittal package. There is some overlapping of periods and events; 30 days Utility board meeting 45 days Formal acceptance of application and its required enclosures 30 days -Board of County Commissioners hearing 30-45 days Site plan review by Staff (At this point, you have indicated that we may make variance requests and permit submittals) 30 days Board of Adjustment hearing for variances Permits and final approvals issued after Board of Adjustment action. We are looking forward to becoming a part of Weld County's business community and look forward to hearing from you. Sincerely, �O �s� . e Counsellour Asst. Vice President Waffle House , Inc. cc: Vazir Mawji - Longmont Centennial Inn, Inc. Pat Shaheen - Columbia Savings Dan Giroux - McCarty Engineering Bob Massey - Waffle House , Inc. 871099 --, FINAL FLAT SUBDIVISION APPLICATION Department of Planning Services, 915 10th Street, Greeley, Colorado PHONE: 356-4000 Ext. 400 FOR PLANNING DEPARTMENT USE ONLY: CASE NO. APPL. FEE ZONING DISTRICT RECORDING FEE DATE RECEIPT NO. APPL. CHECKED BY TO BE COMPLETED BY APPLICANT: (Print or type only except for required signatures) : I @we) , the undersigned, hereby request a hearing before the Weld County Planning Commission concerning proposed subdivision of the following described unincorporated area of Weld County. LEGAL DESCRIPTION: PLEASE REFER TO ATTACHED SHEET TITLED "LEGAL DESCRIPTION" (If additional space is required, attach an additional sheet of this same size.) NAME OF PROPOSED SUBDIVISION LONGMONT CENTENNIAL INN SUBDIVISION EXISTING ZONING C-3 PROPOSED ZONING name TOTAL AREA (ACRES) 5.217 NO. OF PROPOSED LOTS S LOT SIZE: AVERAGE 75,251 sqft. MINIMUM 16,000 sqft. (Lot 2) UTILITIES: WATER: NAME Left Hand Water Supply Company SEWER: NAME Private Sewage Treatment Plant & System GAS: NAME Rocky Mountain Gas Company PHONE: NAME Mountain Bell ELECTRIC: NAME Union REA, INC DISTRICTS: SCHOOL: . NAME FIRE: NAME Longmont Fire District DESIGNERS' NAME Cliff Nahser-Architect (Contact Mark Hudson) ADDRESS ro 5986 Financial Dr. Norcross Ga. 30071 PHONE 404-447-4488 ENGINEER NAME McCarty Engineering (Contact Dan Giroux) ADDRESS 303 Third Avenue, Longmont, Colo. , 80501 PHONE 303-772-7755 FEE OWNER OF AREA PROPOSED FOR SUBDIVISION NAME Longmont Centennial Inn,Inc. ,Vazir Mawji - President ADDRESS3815 SH #119 & I-25,Longmont, Colorado 80501 PHONE 303-776-8700 NAME APPLICANT: Waffle House, Inc. c/o R. Lee Counsellour ADDRESS2696-n Manana Dr. .Dallas. Tx, 75220 PHONE 214-357-6510 NAME ADDRESS PHONE I hereby depose and state under the penalties of perjury that all statements, proposals and/or plans submitted with or contained within this application are true and correct to the best of my knowledge. COUNTY OF WELD ) STATE OF COLORADO) AA// e C uns�our (Authorized Agent) 'gnature: Owner or Authorized Agent Subscribed and sworn to before me this _52e)r 'day of Crrnlb;-, 19 3 ' . e°a OFFISEAL °/pp/ "1;;.. SUS., *)'' STONE b u NOTARY PU3lIC•STATE OF NEW MEXICO //Si" Notary Bond Filed with Secretary of State n .� MY ComrNsslon Fj;plrea �!�''O)"'. d.a-•'— _ "��. /C„e NOTARY PUBLIC My Commission expires: 2 -c;-J-) ac,nni, (lo Cottaliy +y ((a�pp . S f79 or IL'rt‘' iYN.,ti;rp 8/ 1LlJJ 804-79-026 LEGAL DESCRIPTION A parcel of land located in the Southeast Quarter (SE's) of Section 3, Township 2 North, Range 68 West of the 6th Principal Meridian, Weld • County, Colorado and being more particularly described as follows: BEGINNING at the Southeast Cogner (SE Cor) of said Section 3, and assuming the South lined€ said $E; as bearing South 89 31'00" West with all other bearings contained herein relative thereto: Thence South 89031'00" West along said South line, 1310.34 feet; Thence North 01°31'00" East, 77.30 feet to the TRUE POINT OF TNlG INNING: Thence continuigg North 01 31'00" East, 586.59 feet; , . Thence North 89034'3O" East, 385.00 feet; Thence South 01°31'00" West, 586.87 feet; Thence South 89°37'00" West, 385.00 feet to the TRUE POINT OF BOGINNIING. Said described parcel of land contains 5.183 acres, more oe less, and is subject to any • rights-of-way or other easements as granted or reserved by instruments or as now existing on said described parcel of land. SURVEYOR'S CERTIFICATE • I I, Charles B. Jones , a Registered Peofessional Land Surveyor in the State of Colorado do hereby certify that the survey represented by this plat was made under my personal supervision and the monuments shown -thereon acturally exist and this plat accurately represents said survey. - �f• • ,• �5 ofesAdo • O Charles B. Jones if- .•' • ff: �� Colorado Regist red Profess 22098 rn: ; Land Surveyor #22098 i . •' ' i II ; �°t' i ° LW' °'r •,r, 871099 ., 4t A LONGMONT CENTENNIAL INN SUMMARY OF MINOR SUBDIVISION APPLICATION The Minor Subdivision proposed is to divide the Longmont Centennial Inn parcel in the SE 1/4 of the SE 1/4 of Section 3, Township 2 North, Range 68 West, into three commercial lots. Zoning will not be changed for the subdivision. The Longmont Centennial Inn parcel is 5.217 acres, more or less. The lots created will have areas as follows: Lot 1 3.717 acres, more or less; Lot 2 0.367 acres, more or less; Lot 3 1 .133 acres, more or less. Included in this package of minor subdivision materials is a copy of the proposed Longmont Centennial Inn Subdivision Final Plat, which contains complete information on lot layout, legal description, and areas. Water for new development is to be provided by Left Hand Water Supply Company. A 1-inch water tap is available and will be purchased by Waffle House. Inc. , the proposed Lot 2 developer. The Waffle House will extend a water main for the tap per agreement with Left Hand Water Supply Company. Sanitary sewage treatment is to be provided temporarily by the Longmont Centennial Inn. It is anticipated that future service will be provided by the St. Vrain Sanitation District. All parcels of the subdivision are included in the proposed Sanitation District service area. The District is expected to be on-line in early 1988. Until the District begins treatment operations, the State Health Department has indicated that it will allow the Waffle House to utilize the Centennial Inn treatment facility . Concurrent with subdivison, site plan, and building permit processes, the Longmont Centennial Inn will be working with State Health to secure a discharge permit for the sewage facility , as per previous agreement. This was communicated to Keith Schuett of Weld County Planning by Derald Lang of State Health. Building Permit and Certificate of Occupancy issuance are to be security for Weld County against sewer service for new development prior to receipt of a discharge permit for the facility. The site is accessed from Colorado State Highway 119 frontage along the southern boundary of the parcel . The subdivision has one existing access each at the west and east ends of the frontage adjacent to the parcel . Access to all individual lots is achieved by use of permanent, non-exclusive access easements. These are shown on attached instruments. Anticipated construction costa for projected public improvements have been estimated and compiled on an attached tabulation sheet . Financing will be provided by Waffle House, Inc. 871099 A HAND Post Office Box 210, Niwot, CO 80544-0210 SUPPLY c-M-ANYI (303) 652-2188, Metro (303) 443-2036 July 3, 1986 R. Lee Counsellour Waffle House, Inc. 2626 - D Mariana Dr. Dallas, Texas 75220 Re: Water Service Availability NWQ I-25 and SH119 Longmont, CO. Dear Mr. Counsellour: Earlier this year we discussed a 1 " tap for a Waffle House at the above - referenced location. At the time, we were unable to approve this tap due to a lack of volume and pressure, and the absence of a main in front of the property in question. Since that time I have discovered that an existing tap in that area was turned back in to the Company sometime ago. This means that we could allow the 1 " tap you requested on a pressure and volume basis. However, it would still be necessary for you to extend a 6" main from Turner Blvd. along Hwy. 119. Normally, you would be able to recoup some of your costs for such an extension if others tapped onto the line. However, since there is limited tap availability in the area, you would probably have to wait until a major up-grade was done and more taps could be added to collect any reimbursement fees. Please let me know at your earliest convenience whether or not you wish to pursue this matter. Sincerely, 7104:- Terri Magnus Company Engineer 671.099 (6f. A fir( . ,;kwcrY; 9d O COLORADO DEPARTMENT OF HEALTH Richard D. Lamm " 'in: rK* Thomas M.Vernon, M.D. Governor 16 76 Executive Director November 18, 1986 Mr. Robert Bowman Vice President, Real Estate Franchising P.O. Box 6450 Norcross, Ga 30091 RE: Waffle House at Highway 119 E I -25, Weld County, Colorado. Dear Mr. Bowman: The Water Quality Control Division has reviewed the engineering report regarding the above referenced facility sewage disposal and treatment at an existing wastewater treatment plant that belongs to Best Western Centennial Inn. Based on the findings of this report, there is adequate capacity at this facility to treat the sewage generated by the Waffle House. The Division has no objections to the Waffle House being tied into the existing wastewater treatment plant as long as the following conditions are met . 1 ) The owner of this facility applies and obtains a discharge permit from the Colorado Department of Health. 2) A class "C" operator is hired to operate this facility. If you have any questions or comments, please contact this office at (303) 331 -4585. Sincerely, 4S2 Field Support Section Water Quality Control Division VHS: sb xc: Dan Giroux, McCarty Engineering Best Western Centennial Inn Permits and Enforcement Section 871099 4210 EAST 11TH AVENUE DENVER,COLORADO 80220 PHONE (303) 320-8333 4.1, ;. /�"� to COLORADO PLANT OPERATORS CERTIFICATION BOARD COLORADO DEPARTMENT OP HEALTH ROOM 320 . 4210 EAST 11th AVENUE. DENVSR. COLORADO ` e r May 28 , 1986 CHARLES F. MOERKE, JR. ' 6"ASS 8 Best Western of Longmont t 3815 Highway 119/I-25 • Longmont , Colorado 80501 . RE : Application to Serve as Certified Operator of More Than One Treatment Facility Dear Mr. Moerke , . r., At its regular meeting on May 27 , 1986 the Colorado Plant Operators Certification Board acted favorably upon your request to serve as operator for: River Valley Mobile Home Park 3 • Best Western of Longmont This is, of course, conditional upon your keeping your certification ' :, renewed and up-to=date. This request will be reviewed in 1991 as ii4N-, Ai a renewal will be necessary. Y r: Sincerely, SHARONRDINANDSEN Secretary Colorado Plant Operators Certification Board 3 A ` xc: Vazirali A. Mawji V L tb'} . rt t r S 1 4 t i t i 871099 ' p1•CO d O COLORADO DEPARTMENT OF HEALTH Richard D. Lamm `" �`!'"' * Governor "\ Thomas M. Vernon, M.D. l g '16 Executive Director December 11, 1986 TO: Weld County Planning Services Received a Sewage Discharge Permit application from Longmont Centennial Inn, Inc. • 4 zttltPo & p Esther Elliott, Secretary Permits and Enforcements Section Water Quality Control Division is 871099 4210 EAST 11TH AVENUE DENVER, COLORADO 80220 PHONE (303) 320-8333 �5l ' r • 5 • If u,,. t r?- ' 1 r : ti L ( v L (i ,-w., Last— u=== "GOOD FOOD FAST" 2626-D Manana Drive • Dallas, Texas 75220 (214) 357-6437 November 28, 1986 Mr. Wallace Grant PO Box 978 Re; Proposed St. Vrain Sewer District Longmont, Colorado 80501 Weld County, Colorado Dear Mr. Grant, This letter will confirm our interest in the subject sewer district to the principals you are representing in the design, review and approval process with the county and state. As discussed, Waffle House, Inc. is presently in the process of obtaining governmental approvals for subdivision, connection to the existing private sewage treatment plant, and other similar development requirements. In my conversations with you and Mr. Jeff LeDoux, of Nelson Engineering in Greeley, it has been indicated that; 1. The proposed district already has been granted assessment/taxing and condemnation authority. 2. Required permit for the proposed district is anticipated by 12-31-86. 3. Bids are to be let by the end of 1-87. 4. Canpleticn date is expected to be 12-14 months from the date of awarding the contracts. 5. Waffle House would need to consider a one-time connection fee to the system of approximately $ 7,500.00 based on 2'5 "Family Equivalants" of .06 each for the proposed commercial use. Additionally, our monthly sewer fee would be approximately $ 37.50 per month. While we are strenuously pursung state/county health approvals for our use of the existing sewage treatment plant operated by Longmont Centennial Inn, we are presently considering such use as temporary in nature and anticipate applying for participation in the district once we have all the facts available to us. In that regard, we will appreciate you and/or Nelson Engineering providing us with such data & information on the District as bewites available. Conversely, Mr. Dan Giroux of McCarthy Engineering in Longmont, our local engineer, will share such data on our proposed use, effluent volume, etc. as you may need. We look forward to hearing from you. cc: Jeff LeDoux-Nelson Engineering Sincerely, Dan Giroux-McCarthy Engineering J Vazir Mawji-Longmont Centennial Inn . , 'you Bob Massey - Waffle House, Inc. ` `Lee Counsellour EXECUTIVE OFFICES • 5986 FINANCIAL DRIVE • NORCROSS, GEORGIA 30071 871099 A STATE OF COLORADO DIVISION OF HIGHWAYS P.O. Box 850Y` Greeley, Colorado 80632-0850 (303)353-1232 November 4, 1986 Weld Co., S.H. 119 Waffle House Sketch Plan, '4i mi. W. of I-25 on N. Side SH 119 Mr. Dan Giroux DOH File 45100 McCarty Engineering Consultants, Inc. 703 Third Avenue Longmont, CO 80501 Dear Mr. Giroux: As a result of your contact with this office regarding the Waffle House Sketch Plan, we would like to add the following comments to those in our August 27, 1986, letter to Weld County. We are aware that access to this site and other properties along State Highway 119 is an important issue. Formation of the Saint Vrain • Sanitation District, which includes the Waffle House site, will allow for further development along the highway. It is likely that direct access to S.H. 119 will be desired, and that requests will be made to convert existing access openings to serve this new development. We are concerned that this situation could deteriorate the intended function of this highway as a freeway. S.H. 119 between Longmont and I-25 has several characteristics which emphasize its role as primarily a carrier of through-traffic. First, designation as a freeway by resolution of the State Highway Commission recognized its high speed limit and volume of traffic. Second, the Department of Highways purchased access rights in an effort to control direct access. Third, this highway has a Category Two designation in the State Highway Access Category Assignment Schedule. This category does not allow private direct access to the highway unless the property has no other reasonable access to the general street system. Fourth, as referenced in our 8/27/86 letter on the Waffle House proposal, a meeting was held in 1972 among representatives of the Department of Highways, Weld County, and the property owner at that time, to control access to this site and others to the west. A memorandum from that meeting refers to the provision of a developer constructed and maintained frontage road and relocation of the access opposite the proposed Waffle House as development occurs to the west. Based on this information, we will continue to support the limitation of direct access to S.H. 119. We will coordinate with Weld County and developers to implement a frontage road system or comparable plan which will minimize the need for highway access. 871099 A DAN GIROUX November 4, 1986 Page Two We re-emphasize our previous comments on the Waffle House Sketch Plan regarding future relocation of the existing access at the west end of the Longmont Centennial Inn Subdivision and extension of a frontage road to the west. In our judgement, a reasonable right of way width for this road would be 50 feet. This position is consistent with the need to maintain S.H. 119 at the high functional level for which it is designated. We hope that this information is of value to you and others in the planning of this area. Let us know if you have any further questions. Sincerely, Q�ru�o �— (—Albert Chotvacs District Engineer AC:mbc(WJ) cc: Keith Schuett, Weld Co. Plan. Jonathan Zimmerman, A.I.A. D. Yost Area Foreman File: Crier-Jacobson via Chotvacs 7 . 871099 l• f t,. 1 - ti w , • !t � » 1 }r. .1 1, ail S . y. . � enaftegr ,1 8OOK W/ `'�. 1' 0 ✓ ` F 1 ::: : miensr�,�a :y,—_ O E C - I .IL. I MEN BY THESE PRESENTS: That I. or We. • f SAUL LISSAI 1 and JAMICS I. LISS Yp ir so '... dMe----_Count Me Grantor or Grantors,of Boulder la and Noo,,os,rlea al rM sus of TEM DOLL all •and Sb1e al Colorado Ipn bendy so.*p554 eV acne. 1 and In oo Ni,we*alarm y S.and o1M Mad and valuable Ions b IM said Grantee orsOnm 'ton 4 Mose W eat de busy GRANT, atso SELL,CONVEY AND aOwF Moe wont*Oervabe4 sold end oa.ela{ad y, I = STATE DEPARTMENT OF HIGHWAYS n I Division of Highways, State of • I S. Oneness,Ws saaege and omegas Colorado ` d 41e Merit Nm following e18h1 and Mersin M sal pruparx ruined it Ms Ossify Veld and State N Colaade,owned y as Grantor a Grantors.b-olt: elLeey .�E'�r µ' L<i`FRY/R(iN70"R/GNTSOr '••, b1d.8a Ma MlMemy Na ._jI4—_.o Freeway' i �MV7D9 Off d14R1!]RS b end from Calorie;OM of Mu riyM- • a~ � tBb.V rs net eraarry of Ise Gnnrs or Graded,bwlM shad �b III,lane ig dra Sbl•s con end barn M won dob raglmma else a ram me agar arm sr } e su GG72r2_`i PCSLIO 43 p?". Della•L N_initial Set 5 T n8 at a point on the east property line, from which the $6 corner of T. 2 I., I. 68 if., of the 6th P.M., In Weld County, Colorado, bears S. 85. 10' 8., • distance of 925.8 feet; I 1. Thence N. 89. 49' W. / accede opening • distance of 370.0 feet to the center of • 30 foot which is being excepted from this access limitation; 2. Then. Continuln8 N. 89. 49' W., a distant, of 15.0 feet to • '' west property line. :fjS • point on the :1!^ n P y�.• • • aY .5.Arn. n 4 .,,.•{. V. f F ,,ice`, I -- -----_ . / T -- _ ---. ., 8'71 /99 .. "R .� '.eh... � ;..I.. YDl.-,, _ rN-1' rrt„� �N'"-..{ -+u.y .•'e ii a t Ines so 6N 4726wass Ors left . IZZIalltiligtet Ewer,`Meager,Ina no a.a the molten at vow.IM Art Ines by the age Gar aaasi S«a tM .a ad NP Y.rrel . ay„ , hanNMYR IBM Y+aS.Ms,r aM ti w.•eNr age OlaMra,r Me SON W MOON USE OR PURPOSE CENTER OF ACCESS OPPOSITE— JO loot Le ft 333464.II ' 0 stung*to amterllM stationing el me Granters Praia*Ns S SU 0072(21 Sae- 2 Ia Ikea of Ngui her geaealkg heel this grant,the rig*of tM Grantee or blames le hove ea**across the aloreooid lino points ides paeapaMgg wlMr M raea.q,and public opnarpe in said NM a Yn«,pay be minded for that pet,of Grantor s�sad the rights end NON Its .M~n camp*Mall Y and tealltut.a perpetual harden upon 1M rat ors- .Aert^w a be binding Wge the Gr Sainbetore ntor a. described acct.Mn.a YMo,was which access sill Y denieq«Mraw with rasp«!r geld adllehp mol War tea'w all 1Y heirs, oucnseora and aosgN d Me tianrr s Grantors, , .And the nerd,groM,bait*and*me or«�o e Grantors,for enwel.gtaid 4n their hen,woeouao.ooc -,=.aamWgvbe one assigns,do m.� in the gakl aid «' s �^and assigns,IM okras bargain*stay rfpl ,and inIeest , fullyIt 0.010 ad leu«el*Mewl** pa session of the Grantee,and Its euaceron and assigns,against all and ere,pence or pate..kw- . . DEFEND. N°u^'tM whok age any earl thereof,q,Naegh o wide 1M Omni*age*anises,b WARRANT AND FOREVER Slgosd,sealed and delivered This_,�t T N/a -!_.7,91-3 ,A 7f'v� A.0,1921L, LISSA R �--- - �//�/ ]ANICS H. LISSAUER STATE OF_ � )) __— Count,df-'--13-Cusi.A.A-LtetZ u. The Iasgane In drum nl.er acknowledged Irby we Mil�Z.7-. ea,el [��- �.�a� � ,.lw,S• Lp uza & JANICE a. LISSAUER L.720-"'ta_.ft�P��r--�A_0,192Q_. • a 1. IXOTA ate kart and elfkkl MOT i O-g..� Sian opine__ ' °Sf�iE/pl!i4.'r i w'Eaanesiannplra Ala.IS,Igd - Notary Pualk _-- ____- ' .,- rauM al.___ �o. ``w,,,,,JSbegWq rrelrumenl was oc=newkagat began no aNs_ —dwr of ._ _______-.--_-,A D,19 \ i Wltnees my hom and official saw. My asaisslea=WOWi --- Npay Pan 1 A ;gill • oer. tUx us n • el Fri ne O € Z; u • II � i a � .1 r gel -. r Q = 1 • C W M w : ayy E!E I:, =s • ge • m. a r t fa $ E lit r � � S 6t h B 1 inLJiLtsJ U 9 �° ' ; �p es ! Ili! R �' € a �� .: W. S. • ... 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I 0 fn `� + t9^a n A f�wl 23500 j A. Michael Naeeell y r! 2 Col F G "il tz r No. easoo • 871099 . I II WAFFLE HOUSE INC EASEMENT NO. 1 • A PERMANENT MUTUAL NON-EXCLUSIVE 5 FOOT UTILITY EASEMENT LEGAL DESCRIPTION A strip of land 5 feet in width, 1osated in the Southeast Quarter of Section 3, Township 2 North, Range 60 West of the Sixth Principle Meridian, Weld County, Colorado; said strip being more particularly described as follows; Beginning at a point on the South line of the Southeast Quarter of Section 3, from whence the Southeast Corner of said section bears N89'31•00'E, 1310.34 feet, and with all other bearings contained herein relative thereto; Thence N01'31'00'E, 77.30 feet to the True Point of Beginning; Thence N09.37'00'E, 5.00 feet; Thence NO1.31'00'E, 950.47 feet; Thence 5119.34'30'W, 5.00 feet; Thence S01.31'00'W, 958.46 feet to the True Point of Beginning, said point being the Southwest Corner of Lot 2, LONGMONT CENTENNIAL INN SUBDIVISION according to the plat thereof. Said described 5-foot strip contains . 110 acres, more or less, and is subject to any and all rights-of-way or easements recorded and/or of public record. WAFFLE HOUSE INC. EASEMENT NO. 2 i ena, DESCRIPTION A Permanent, Mutual and Non-Exclusive, Access, Parking and • Utility Easement within Lot 1 and Lot 2 of the Longmont Centennial Inn Subdivision, Weld County, Colorado, the outerboundary of which is more particularly described as follows, BEGINNING at the Southwest Corner (SW Cor) of said Lot 2 and assuming the West line of said Lot 2 as bearing NO1.31'00'E as platted, with all other bearings contained herein relative thereto. Thence NO1.31'00'E along said West line, 40.00 feet; Thence N89.37'00'E, 35.00 feet; Thence NOl•31'00'E, 160.00 feet to a point on the North line of said Lot 2; Thence N89.37'00'E along said North line, 25.00 feet; Thence 801'31'00•W, 160.00 feet; Thence N89.37'00•E, 20.00 feet to a point on the East line of'. said Lot 2 and also being a point on the West line of said Lot 1; Thence N89.37.00•E, 287.00 feet; . . Thence S01'31'00'W, • 40.00 fest to a point on the South line of said Lot 1i. Thence 889'37'00'W along said South line, 40.00 feet; Thence NOl'31'00'E, 15.00 feet; Thence 889.37'00'W, 247.00 feet to a point on the West line of said Lot 1 and also being a point on the East line of said Lot 2; Thence continuing 889.37'00'W, 50.00 feet; Thence 801'31'00'W, 15.00 feet to a point on the South line of said Lot 2; Thence 989'37'00'W along said South line, 30.00 feet to the POINT OF BEGINNING. • (REVISED) July 17, 1987 • yi r.1 • 871099 2OF (, • WAFFLE HOUSE INC EASEMENT NO. 3 LEGAL DESCRIPTION JOINT SIGN EASEMENT A parcel of land to be used as a Sign Easement contained within Lot 1 of the Longmont Centennial Inn Subdivision, Weld County, Colorado, the outerboundary of which is more particularly described as follows: BEGINNING at the Northeast Corner (NE Cor) of Lot 2 of said Longmont Centennial Ina Subdivision, and assuming the East line of said Lot 2 as bearing South 01 31'00" West as platted, with all other bearings contained herein relative thereto: Thence South 01°31'00" West along said East line, 119.00 feet to the TRUE POINT OF BEGINNING: Thence North 89°37'00" East, 20.00 feet: Thence South 32°42'16" West, 31.02 feet; Thence South 89°37'00" West, 3.93 feet to a point on the East line of said Lot 2: Thence North 01°31'00" East along said East line, 26.00 feet to the TRUE ro1NT OP BEGINNING. WAFFLE HOUSE INC EASEMENT NO. 4 LEGAL DESCRIPTION STORM DRAINAGE AND RETENTION EASEMENT An Easement within Lot 3 of the Longmont Centennial Inn Subdivision, Weld County, Colorado, which is more particularly described as follows: BEGINNING at the Southwest Corner (SW Cor) of said Lot 3 and assuming the South line of said Lot 3 as.bearing North 89°37'00" East, as platted, with all other bearings contained herein relative thereto: Thence North 89° 7'00" East along said South line, 100.00 feet; Thence North 253'13" East along the Southeast line of said Lot 3, 129.48 feet; Thence South 89°37'00" West, 152.08 feet to a point on the West line of Bald • Lot 3: Thence South 01031'00" West along said West line, 116.83 feet to the POINT OF BEGINNING. • • • • • 871099 .3 of I. LEGAL DESCRIPTION A. LICENSE AGREEMENT AREA (PARKING) x A parcel of lend to be used ea a Parking Easement contained within Lot 1 of the Longmont Centennial Inn Subdivision, Weld County, Colorado, the outerboundary • of which is more particularly described as follows: BEGINNING at the Northeast Corner (NE Cot') of Lot 2 of said Longmont Centennial Inn Subdivision, and assuming the Mort line of said Lot 2 as bearing North 89°37'00" East as platted with all other bearings contained herein relative thereto: Thence North 89°3',00" East along the South line of Lot 3 of said subdivision, 20.00 feet; Thence South 01031'00" West, 119.00 feet: Thence South 89037'00" West, 20.00 feet to a point on the East line of said Lot 2; ' Thence North 01031'00" East along said Eaat line, 119.00 feet to the POINT CP BEGINNING. Said described easement contains 0.0546 Acres, more or less. I LEGAL DESCRIPTION B. LICENSE AGREEMENT AREA (ACCESS) A parcel of land to be used as a Access Easement contained within Lot 1 of the Longmont Centennial Inn Subdivision, Weld County, Colorado, the outerboundary of which is more particularly described as follows: IDECINIING at the Northeast Corner (NE Cot) of Lot 2 of said Longmont Centennial Ina Subdivision, and assuming the North line of said Lot 2 as bearing North 89 37'00" East with all other bearings contained herein relative thereto: Thence North 890!7'00" East along ' the South line of Lot 3 of said I subdivision, 20.00 feet to the TRUE POINT OF BEGINNING: Thence continulag North 89°37'00" East, 25.00 feet; • Thencu South 01 31,00" Weat, 145.00 feet; Thence South 89°37'00" West, 41.07 feet; • Thence North 32o42'16" East, 31.02 feet; Thence North 01°31'00" East, 119.00 feet to the TINE POINT OF BEGINNING. Said described easement contains 0.0880 Acres, more or less. • I I .a 871099 4 o; 4 A • WAFFLE HOUSE Pro]. No. 1705.1-7 11-Dec-86 PRELIMINARY CONSTRUCTION COST ESTIMATE Public Improvements Item No. Description Quantity Unita Unit Coat Total WATER LINE 1 8" Ductile Iron Pipe 100 LF $22.00 $2,200.00 2 8" PVC Pipe 800 LF $15.00 $12,000.00 3 Fire Hydrant Assembly 1 EA $3,000.00 $3,000.00 4 Tap Assembly with Valve 1 EA $1,800.00 $1,800.00 SUB-TOTAL = $19,000.00 ASPHALT ROADWAY 5 2" Aaph. Surface Gr. E 360 SY $3.50 $1,260.00 6 8" Asph. Base Course 360 SY $3.20 $1,152.00 7 Clearing & Grubbing 360 SY $0.50 $180.00 8 Excavating & Grading 100 CY $1.50 $150.00 9 Subgrade Preparation 360 SY $1.00 $360.00 10 A.C. Removal 230 SY $10.00 92,300.00 SUB-TOTAL = $5,402.00 ACCESS DRIVE TO S.H. 119 11 2" Aaph. Surface Gr. E 55 SY 93.50 $192.50 12 8" Asph. Base Course 55 SY $3.20 $176.00 13 Clearing & Grubbing 55 SY $0.50 $27.50 14 Excavating & Grading 15 CY $1.50 $22.50 15 Subgrade Preparation 55 SY $1.00 $55.00 16 A.C. Removal 110 SY 910.00 $1,100.00 SUB-TOTAL = $1,573.50 LANDSCAPING 1 LS $4,000.00 $4,000.00 SUB-TOTAL = $4,000.00 TOTAL PUBLIC IMPROVEMENT COST ESTIMATE = $29,975.50 871099 UTILITY SERVICE STATEMENT FOR SUBDIVISIONS FINAL PLAT The following record of utilities shall be processed by the subdivider or his representative as required in Section 6-2 H. of the Weld County Subdivision Regulations. NAME OF SUBDIVIDER OR DEVELOPER LONGMONT CENTENNIAL INN. INC. Name of Subdivision LONGMONT CENTENNIAL INN SUBDIVISION Agent/Owner Agent-Waffle House, Inc. , c/o R. Lee Counsellour Name & Address 2626-D Manana Drive, Dallas, Texas 75220 (214-357-6510) ELECTRIC UTILITY COMPANY • u iiccgc>u t.w 4"‘e Approved by/d.et ie c7% d.. a✓r •, r ef'dtu:<tw p/s/'n. (Name)g (Titlet) ✓ or (Date) Subject to e •Disapproved by (Name) (Title) (Date) WATER ��'jj�JJJ�� (' Approved by (/'(Titl ��JN�.�C./G0 /e) 7/O �� (N``a"�me) (Title) / o (bate) Subject to CnMC cc vy Disapproved by OD (Name) (Title) ,Itit .O (Date) SEWER 14?4 tg7-el '� Approved by (,l1I�jniO� �r,r(./Nti/, iNo• 1 /L«1416 (Name) (Title) (Date) t. S7:Wino.) Sat°r *.'flop 'b'rrC ter a#et. A.J ra..rn.,. B/m/6) Subject to cew/„mn..a ,rp n . ert »ear \'��5�8'1• Disapproved by (Name) (Title) (Date) TELEPHONE COMPANY / // Approved by .._Ct_•w�,.,../f�,..� L'�S'-.L�,'fiZ�,n /) -3-,Y(7 Name) (Title) - (Date) Subject to 87, _.e - Disapproved by. (Name) (Title) (Date) GAS COMPANY Approved by �£�-wk'F .. •c�.....�-�1i /.7- `p'`s (Name) itle) (Date) Subject to, n z.,' A' O.1o. Disapproved by (Name) (Title) (Date) FIRE DISTRICT Approved by .4 2 gee ~rim . /J- 8- 8C N e) (Title) (Date)Subject To eenrefFs4no&s Wm / irn•. r6s COONS 044.04R. 7. b'e 871099 ere, DAB C/.retot R.M.e, S^sueracwila WAJ.ci".vr a Disapproved by ten* "wnn"'T 804-79-025 (Name) (Title) (Date) c Empire La ooratoriese Inc. P.O.Box 503 a (303)484-0359 GEOTECHNICAL ENGINEERING&MATERIALS TESTING 301 No.Howes • Fort Collins,Colorado 80522 December 11 , 1986 McCarty Engineering 703 3rd Ave. Longmont, CO 80501 Re: Proposed Waffle House Weld County, Colorado Attention: Mr. Dan Giroux Gentlemen: Our firm has performed a Geotechnical Investigation for the above- referenced restaurant to be located at Del Camino, Colorado. A complete report of our investigation is presently being prepared and will be available by December 16, 1986. Based on our field investigation and laboratory tests, it is our opinion that this site is suitable for the proposed construction. Basement construction is not feasible at this site due to the high water level . Conventional continuous and/or spread footings may be utililized for the proposed structure. Very truly yours , EMPIRE LABORATORIES, INC. Edward J. Paas, P.E. Longmont Branch Manager Colorado Registration #15776 /pjk °O4AfO I0 Branch Offices ! M P.O.Box 1135 P.O.Box Color P.O.Box 5656 �• j Longmont,Colorado 80502 Greeley.Colorado 80632 Cheyenne,Wyoming B2003 r• •7 (303)776-3921 (303)351-0460 (307)632-9224 Member of Consulting Engineers Council 871099 D 871099 FINAL DRAINAGE REPORT on the WAFFLE HOUSE RESTAURANT SITE for WAFFLE HOUSE RESTAURANTS, INCORPORATED DECEMBER 11, 1986 By : McCARTY ENGINEERING CONSULTANTS, INC. 703 THIRD AVENUE LONGMONT, COLORADO 80501 871099 I hereby certify that this report for the Final Drainage Design of Waffle House Restaurant was prepared under riv direct supervision in accordance with the Boulder County Storm Drainage Criteria Manual for the owners thereof. ey '•stered Prof s si -n 1 Engineer Sta,te of Colorado Ni. 1_')e 3 � �. �i'1cC p. s { drn� ,l�U`j �; ��• 7• "• •y'• � 871099 FINAL DRAINAGE REPORT for WAFFLE HOUSE RESTAURANTS, INCORPORATED Introduction This Final Drainage Report has been prepared for Waffle House Restaurants, Incorporated for a proposed Waffle House Restaurant on a commercial property located in Weld County, Colorado. This project is located in the SE 1/4 of the SE 1/4 of Section 3, Township 2 North. Range 68 West of the 6th Principle Meridian. The property is bounded on the east by the Longmont Centennial Inn property , on the west by cultivated farm land, on the north by unsold, undeveloped commercial property, and on the south by U .S. Highway 119 . This property is currently an unused, vacant site and has an area of 0.37 acres, more or less. The land is not under cultivation and therefore is being used for neither crops or pastureland. There is no significant vegetation cover on the property other than weeds and native grasses. Historically, the land is considered to have -been covered in native grasses. The proposed detention facility for storm water will be located north of this parcel and adjacent to it. The proposed development for this site is a commercial C-3 plan that would consist of a single commercial restaurant. The lot size for this development is approximately 16,000 square feet. Table 1 summarizes the proposed land use for this project. Table 1 WAFFLE HOUSE RESTAURANT Land Use Summary Description Sq . Ft. Percent Building 1,716 10.7 Parking Lot 11 ,884 74.3 Lawn 2,400 15.0 TOTAL: 16,000 100.0 Hydrologic Criteria The following is a summary of important aspects of the drainage methodology used for this report: 1 . The various hydrologic and hydraulic techniques used in computing runoff, flood routing, and detention and release requirements for this report, were taken from the Boulder County Storm Drainage Criteria Manual , 1984 Edition; and the Urban Storm Drainage Criteria Manual , 1969 Edition, 1984 revisions. 871099 2. The precipitation frequency data used in this study was based on the rainfall values for Zone 1 of Boulder County (See Appendix A) . 3. The Universal Rational Method was used for calculating runoff volumes. The results of these calculations were processed through Hydro Plus software from Plus III Software, Inc. , which generated runoff hydrographs for 2-year, 10-year and 100-year storm events. These hydrographs are contained in Appendix A of this report. 4 . The time of concentrations used were based on overland flow velocities prescribed by SCS. The runoff coefficients used were taken from Table 601 in the BCSDCM and were varied for the frequency of the storm. A composite coefficient (C) factor was calculated for developed property conditions, taking into account roadways, parking lots, drives, buildings and landscaped areas. Due to the large area of imperviousness created by a paved parking area over most of the lot, runoff coefficients for developed conditions were significantly greater than those for historic conditions. 5. Flood routing through the detention pond for this area is based on existing topography and proposed site design . Detention pond sizing was based on minimum storage volumes and maximum release rates for the 10-year and 100-year storm events, as determined using the Equation Detention Method, as presented in the BCSDCM . Drainage Basin The proposed project lies within the St. Vrain River drainage basin. The property, however, is well above the 100-year flood plain for this river (see Appendix A) and will not be affected. Historically, there are ditches on the east and west sides of the property flowing northward from the southern limits of the lot. These ditches intercepted historic runoff from the lot and the east ditch intercepted most of the offsite runoff from the east, thereby creating no impact to the site. Due to the location of the ditch adjacent to the western boundary, there is no o££site discharge onto other properties. Therefore, with the proper use of detention storage and release, there will be no impact on the o££site property owners in the area. For the purpose of analyzing developed flow patterns, the project has only one basin. This singular basin was chosen due to drainage design of the paved parking area which covers practically the entire site. The parking lot is graded to drain entirely to the northeast corner of the site. From there, the runoff is channeled to the proposed detention facility which will be directly north of and adjacent to the property . 871099 Detention Facility The flood routing calculations indicate the peak 10-year runoff from this site to be 1 .4 cfs and the peak 100-year runoff to be 2.3 cfs. From the Equation Detention calculations, the minimum 100-year storage volume should conservatively be .05 acre-feet (about 2200 cubic feet) . Maximum allowed 10-year release rate is 0. 1 cfs and the maximum allowed 100-year release rate is about 0.4 cfs. This 100-year release rate is substantially equivalent to the 5-year historic runoff release rate. The outlet for this detention pond will be toward the east into the existing ditch, returning the discharge from the site to its historic path of travel . This outlet structure from the detention pond will be a combination of a weir plate and an orifice inlet. This structure will be necessary to keep flows within the requirements of the Boulder County Storm Drainage Criteria . An orifice will be designed at a low level to accomodate high frequency storms. The weir plate will be strategically located to begin operation during lower frequency storms. Detailed construction plans will be submitted with the construction plans. The detention pond is located directly offaite at the north end of the property. This location is best suited for the existing topography of the site and the proposed design. The pond will be adjacent to and above the flowline of this eastern ditch, allowing free drainage into the ditch . The detention pond banks will all be designed with 4:1 side slopes to allow for ease of maintenance. Although the minimum slope required for a detention pond bottom is 0.5k, the pond is designed with a bottom slope of 1 .5k to facilitate quicker drainage. Conclusions and Recommendations The following is a summary of the results of this drainage study: 1 . This site is located in the southwest area of Weld County, east of and adjacent to the Longmont Centennial Inn on the north side of State Highway 119, west of Interstate 25. There is substantially no off-site drainage water from the historic drainage basins, east of the property, contributing to this project. U .S. Highway 119 forms a barrier to any off-site flows from the south. The historic runoff generated on-site travels to the small irrigation ditches which flow from south to north along the east and west sides of the property. The proposed development does not lie in any designated flood hazard area. 871999 2. A storm water detention pond will be constructed north of and adjacent to the property. The pond will collect the developed runoff as it exits the northeast corner of the property, and will discharge from the pond eastward into a historic irrigation ditch. The pond will have an available capacity of 2200 cubic feet (0.05 acre-feet) and an approximate maximum depth of 2.5 feet, which includes one foot of freeboard. The outlet structure will be an 8-inch PVC pipe with concrete headwall , weir plate, and rip-rap outlet. An emergency spillway will be provided. 3. The developed on-site drainage will be toward the eastern property line. A 3-foot-wide concrete gutter pan will be constructed along the east property line from the south, northward toward the detention facility. All the on-site runoff will be channeled toward the detention facility along this gutter . Due to the small amount of runoff generated by the 10 and 100 year storms, there only needs to be a single release point into the detention area. The low allowable discharge flows of 0. 1 cfs for a 10-year storm and 0.4 cfs for a 100-year storm will not create any significant impact to the historic flows in the existing ditch into which the detention pond discharges. The operation of this detention pond will result in a reduction in the peak discharge downstream from the site. 871099 APPENDIX Contents: A-1 HISTORIC DRAINAGE PLAN WAFFLE HOUSE A-2 DEVELOPED DRAINAGE MAP WAFFLE HOUSE A-3 FLOOD BOUNDARY MAP A-4 HISTORIC HYDROGRAPH 2 YR A-5 HISTORIC HYDROGRAPH 10 YR A-6 HISTORIC HYDROGRAPH 100 YR A-7 DEVELOPED HYDROGRAPH 2 YR A-8 DEVELOPED HYDROGRAPH 10 YR A-9 DEVELOPED HYDROGRAPH 100 YR 871099 ..---- ----- —,,,,,Th._ /774 s, Wz 7k ! az ) ' il/ V< W y / 3 ,.0E,hEe6B N I /00'0011 m - ti i- v 00'09. I) z oPQi 1 / - I, 7 : f . Az � � W / n t .IJ O I a ' <'v ' I pp J 1r. i & .- - ! 'f �a . \ •\ 1 1 „I / 1 :z / I \E--I/7//kir: - . ,s, / / Wy u` 2 u¢< / p 1 _1 w K5 iii s ii tt • 1 ry t: o .. mF c o .n 47 ... I \ .).3 t. / P. HISTORIC DRAINAGE PLAN 3N0Nd3l31 -u -7.4 u s ^ .2 1 3121 Vet .2 SY9 lr! 871099 A- 1 • • o. f^ ----Th f r / 517 m Z,n a W�) 2 0 z 1( N.41 ii W s =11 IX ' I 3 x oW k Ili .* .,= ,(1 N y ILyap4 • ^ �/ 77 i. I� 3 OE.hfo6B N — p p / g . -• _ 000ez 0(0......0 / r 10 �i N I / O • - 77 LIV r 7@ iii n T ii 4 . L,E\ \. i N -...„, / 1 ) 3 0 /1irt INI ...„__— ":1). LL \ � sJLi I / � " J = /17-- , I • / �LL / O 1 .Wi �'O — a h l ao _tn ' / m W 2 _ W1 \ tr �� 1 N W AL; o , 1 ,..m o \ _-- o •� mr, .. ,ANN t�t..))RI��r sci ../ . .. � .'• _ ... rrj Zrl/AH3110 /'I'S / 00'08 3M ,0E.,E068 S _ _ _ -,` �'S ' / — DEVELOPED DRAINAGE MAl ttd3131 e 3Nn SY9 .Z .. SY9 1Yt I ,_ 8' - / J 33 34 II 35 I I o ? s`3 J I I ��1 1 f:a J N _ _ i ih Q atl --- .� _ y 1�.Y } I ,-43 a J4 1 }ice rc x(II q... _� I 4l. . � �( -` Ki 1 ''E f Y+..''55{ :� 4 dd`� ' >iS3 r�y�9 n m I` — a ru >k • . ''r !l, rr � I 1 ss V) R 3 '�! 1 1' f �i ` ' e. [ 4`s »F9�j \' RyYY Ej a r �&8�'V " �- ,1�- F ki -4 F. .lil4 5 t Vr i . ,,pa �l ,i"�,� :�iE`�� i : ni, y :l..sa'4t,LYk( 1 \ III, may/ , �� ' 1� It <y�U'{43 �. �n• �s ' .. Ij ,,I1 ..,t,„,...4_,: ){.y,Yy,Y 1 •T' Tyl O3 .^`4 �+1 ^fit! tY�f ; •x,. I I ', 4 J f�'l,r S f' ` 1 ..�--,� z.x`— 10 1 i 1 i 1 1 I ilk vF h'IMi 1'\ ,, s.lTY � <• fr {.e..5! +J '+7.x`K'f ..,yy`` +.� / II iI i\ .'$- df i p ' ii, �' E3 • Yi l a :�.. / j 11 c • . F}+ �'i r r 'w* ' .,C�f 1 ZONE- C CYf�l.,,l� �1�n4 �,v \ l 7_7F,�ilt' t tiy.x s i l M V f \/ r YI.l.I !x•11 • ln�,11 u`�f-55j�. ,tiy, .�.. y 4 is l',1wl ✓ 1 Y l b • x _ ____ ---_. •M ) �;,f °� :�i}1c ,,;�Ffl u2 { J / I ZONE 1. RINN ICI / 15 .7 II %el_ Fib Sf6, .: t T�� M<e:- E/- — /---1 1111 FLOOD BOUNDARY MAP A-3 -.. . 871099 PAGE A-4 McCARTY ENGINEERING CONSULTANTS, 1 LONGMONT, COLORADO DECEMBER 8, 1986 HYDROLOGIC REPORT FOR WAFFLE HOUSE UNIVERSAL RATIONAL HYDROGRAPH Q (PEAK) = C*I*A 2 YEAR STORM FREQUENCY BASIN IDENTIFIER HISTORIC DISCHARGES INTO DITCH BASIN AREA - 0. 37 ACRES RUNOFF COEFF. = 0. 28 RAINFALL INT. = 2. 04 IN/HR TIME RUNOFF (MIN) (C. F. S. ) 0. 0 0. 0 9. 2 0. 0 18. 4 0. 1 27. 6 0. 1 36. 8 0. 1 46. 0 0. 1 55. 0. 2 64. 4 0. 2 73. 6 0. 1 82. 8 0. 1 92. 0 0. 1 101. 2 0. 1 110. 4 0. 1 119. 6 0. 1 128. 8 0. 1 138. 0 0. 1 147. 2 0. 1 156. 4 0. 1 165. 6 0. 0 174. 8 0. 0 184. 0 0. 0 193. 2 0. 0 202. 4 0. 0 211. 6 0. 0 220. 8 0. 0 230. 0 0. 0 239. 2 0. 0 248. 4 0. 0 257. 6 0. 0 266. 8 0. 0 871099 PAGE A-S McCARTY ENGINEERING CONSULTANTS, I LONGMONT. COLORADO DECEMBER 8, 1986 HYDROLOGIC REPORT FOR WAFFLE HOUSE UNIVERSAL RATIONAL HYDROGRAPH Q(PEAK) = C*I*A 10 YEAR STORM FREQUENCY BASIN IDENTIFIER HISTORIC DISCHARGES INTO DITCH BASIN AREA 0. 37 ACRES RUNOFF COEFF. = 0. 33 RAINFALL INT. = 3. 64 IN/HR TIME RUNOFF (MIN) (C. F. S. ) 0. 0 0. 0 8. 6 0. 1 17. 3 0. 1 25. 9 0. 1 34. 6 0. 2 43. 3 0. 3 51. 9 0. 4 60. 6 0. 3 69. 2 0. 2 77. 9 0. 2 86. 5 0. 2 95. 2 0. 2 103. 8 0. 2 112. 5 0. 1 121. 1 0. 1 129. 8 0. 1 138. 4 0. 1 147. 1 0. 1 155. 7 0. 1 164. 3 0. 0 173. 0 0. 0 181. 6 0. 0 190. 3 0. 0 198. 9 0. 0 207. 6 0. 0 216. 2 0. 0 224. 9 0. 0 433. 5 0. 0 242. 2 0. 0 250. 8 0. 0 871099 PAGE A-6 McCARTY ENGINEERING CONSULTANTS, I LONGMONT. COLORADO DECEMBER 8, 1986 HYDROLOGIC REPORT FOR WAFFLE HOUSE UNIVERSAL RATIONAL HYDROGRAPH Q(PEAK) = C*I*A 100 YEAR STORM FREQUENCY BASIN IDENTIFIER HISTORIC DISCHARGES INTO DITCH BASIN AREA -- 0. 37 ACRES RUNOFF COEFF. = 0. 44 RAINFALL INT. = 5. 71 IN/HR TIME RUNOFF (MIN) (C. F. S. ) 0. 0 0. 0 8. 6 0. 1 17. 2 0. 3 25. 8 0. 3 34. 4 0. 3 43. 0 0. 6 51. 6 0. 9 60. 2 0. 7 68. 8 0. 4 77. 4 0. 4 86. 0 0. 3 94. 6 0. 3 103. 2 0. 3 111. 8 0. 3 120. 4 0. 2 129. 0 0. 2 137. 6 0. 2 146. 2 0. 2 154. 8 0. 2 163. 4 0. 1 172. 0 0. 0 180. 6 0. 0 189. 2 0. 0 197. 8 0. 0 206. 4 0. 0 215. 0 0. 0 223. 6 0. 0 232. 2 0. 0 240. 8 0. 0 249. 4 0. 0 871099 PAGE A-7 McCARTY ENGINEERING CONSULTANTS. I LONGMONT. COLORADO DECEMBER 8, 1986 HYDROLOGIC REPORT FOR WAFFLE HOUSE UNIVERSAL RATIONAL HYDROGRAPH Q (PEAK) = C*I*A 2 YEAR STORM FREQUENCY BASIN IDENTIFIER DEVELOPED DISCHARGES INTO DETENTION AREA BASIN AREA - 0. 37 ACRES RUNOFF COEFF. = 0. 81 RAINFALL INT. = 2. 70 IN/HR TIME RUNOFF (MIN) (C. F. S. ) 0. 0 0. 0 5. 0 0. 1 10. 0 0. 2 15. 0 0. 3 20. 0 0. 3 25. 0 0. 5 30. 0 0. 8 35. 0 0. 6 40. 0 0. 3 45. 0 0. 3 50. 0 0. 3 55. 0 0. 3 60. 0 0. 3 65. 0 0. 2 70. 0 0. 2 75. 0 0. 2 80. 0 0. 2 85. 0 0. 2 90. 0 0. 2 95. 0 0. 1 100. 0 0. 0 105. 0 0. 0 110. 0 0. 0 115. 0 0. 0 120. 0 0. 0 125. 0 0. 0 130. 0 0. 0 135. 0 0. 0 140. 0 0. 0 145. 0 0. 0 871099 PAGE A-8 McCARTY ENGINEERING CONSULTANTS, I LONGMONT. COLORADO DECEMBER 8. 1986 HYDROLOGIC REPORT FOR WAFFLE HOUSE UNIVERSAL RATIONAL HYDROGRAPH Q (PEAK) = C*I*A 10 YEAR STORM FREQUENCY BASIN IDENTIFIER DEVELOPED DISCHARGES INTO DETENTION AREA BASIN AREA = 0. 37 ACRES RUNOFF COEFF. = 0. 85 RAINFALL INT. = 4. 63 IN/HR TIME RUNOFF (MIN) (C. F. S. ) 0. 0 0. 0 5. 0 0. 2 10. 0 0. 4 15. 0 0. 4 20. 0 0. 5 5. 0 1. 0 30. 0 1. 4 35. 0 1. 0 40. 0 0. 6 45. 0 0. 6 50. 0 0. 5 55. 0 0. 5 60. 0 0. 5 65. 0 0. 4 70. 0 0. 4 75. 0 0. 4 80. 0 0. 4 85. 0 0. 4 '30. 0 0. 3 95. 0 0. 2 100. 0 0. 0 105. 0 0. 0 110. 0 0. 0 115. 0 0. 0 120. 0 0. 0 125. 0 0. 0 130. 0 0. 0 135. 0 0. 0 140. 0 0. 0 145. 0 0. 0 871099 PAGE A-9 MoCARTY ENGINEERING CONSULTANTS, I LONGMONT, COLORADO DECEMBER 8, 1986 HYDROLOGIC REPORT FOR WAFFLE HOUSE UNIVERSAL RATIONAL HYDROGRAPH Q (PEAK) = C*I*A 100 YEAR STORM FREQUENCY BASIN IDENTIFIER DEVELOPED DISCHARGES INTO DETENTION AREA BASIN AREA = 0. 37 ACRES RUNOFF COEFF. = 0. 88 RAINFALL INT. = 7. 23 IN/HR TIME RUNOFF (MIN> (C. F. S. ) 0. 0 0. 0 5. 0. 3 10. 0 0. 7 15. 0 0. 7 20. 0 0. 8 25. 0 1 . 5 30. 0 35. 0 1. 6 40. 0 1. 0 45. 0 0. 9 50. 0 0. 9 55. 0 0. 8 60. 0 0. 7 65. 0 0. 7 70. 0 0. 7 75. 0 0. 6 80. 0 0. 6 85. 0 0. 6 90. 0 0. 6 95. 0 0. 3 100. 0 0. 0 105. 0 0. 0 110. 0 0. 0 115. 0 0. 0 120. 0 0. 0 125. 0 0. 0 130. 0 0. 0 135. 0 0. 0 140. 0 0. 0 145. 0 0. 0 871099 F IRRIGATION DITCH INFORMATION An irrigation ditch lateral crosses the Centennial Inn parcel, parallel and adjacent to the State Highway 119 right-of-way (please refer to Preliminary Site Plan/Utility Plan for layout) . The irrigation ditch has been granted a permanent 20' easement (please to Subdivision Plat by Charles Jones, L.S. ) adjacent to the right-of-way, with the ditch approximately centered within the easement. The ditch flows east to west, and conveys irrigation water from the Rural Ditch (refer USGS Gowanda Quad 7.5 Minute Topo Map) to the parcel immediately west of the Centennial Inn, farmed by Jim Rademacher. Rademacher is the beneficiary of the easement. The ditch itself is concrete paved, with a trapezoidal section of approximately 4' top width, 18" bottom width, and 2.5' depth (1 : 1 side slopes) . The ditch enters an 18" concrete culvert, which conveys flows under the existing state highway access drive. The ditch is not fenced at any point along the Centennial Inn parcel , nor is fencing planned. Access and maintenance for the ditch should not be adversely affected by the minor subdivision and the Waffle House development. The Waffle House development will not involve paving beyond the present limits of pavement adjacent to the ditch. 7109a STATE OF COLORADO CERTIFICATE OF TAXES DUE S. S. � V' COUNTY OF LD I, the undersigned, County Treasurer in and for said County,do hereby certify that there are no unpaid taxes,or unredeemed tax sales,as appears of record in the office,on the following described property,to-wit: T.. NO. PARCEL 5577589 . N"$E _.i ' iI PT6B 1{IP ' . .3 . 'i ' I,J OF SP! CUR :{ D 1 L,i W - ' E 632 , 50 ' N8 91)34 ' E. 5 V.. JDOR l._E.I Ir(lri tl lltill..LNIErdfd:i L. .I.Li i`.. )'1. !l .'I ' I,l i "i ' III PI ' . .',i' fi (h/I...) 1.'.50A It) S..I'I:iWART ..i TT.ti...lii: 37379 EXCEPT— r'i !11 .E. DUE i.il': TI-GE",,' PARCEL. IS $0.. 00 Thls does not Include land or improvements assessed separately or special District assessments unless specifically requested. :31 , 1997 8'714199 FRANCIS M.LOUSTALET '1 986 'T rl> : I) , ' 't"„)`: TREASURER OF WELD COUNTY RECEIVED AUG 1 0 1891 By 11, •: • BEST WESTERN sasenrettieSt OF LONGMONT October 6, 1986 To Whom it May Concern Weld County - Greeley LONGMONT CENTENNIAL INN, INC. - SUBDIVISION This is to authorize employees and agents of Waffle House, Inc. , namely Lee Counsellour, Steve Hudson, or McCarty Engineering Consultants, Inc. , to act on our behalf to make applications and appearances for the purpose of obtaining various governmental approvals for subdivision, permits, variances, and zoning, if any, to the above referenced subdivision. Thank you for your support. Sinc=rel , ,/ \IS ILA Va -ir =wji, President Longmont Centennial Inn, Inc. DBA/Best Western Inn VM/sm ^1 \ nr�, �,,( State of Colorado Signature (r / j Tp- /— County of Boulder Witness (/kN\EL 1 C11 --(A) 2( on \O -Co , 1986 by My commission expires: (0--5-29 V4z .r Notary Public [__C4-,,.\a s . r \cc s 355 5,.G/A-1 WITNESS MY HAND AND OFFICIAL SEAL 'J >C 9050\ 871099 RECEIVED OCT i D 1986 3815 Hwy. 119 and 1-25, Longmont, Colorado 80501, (303) 776-8700 7--------zy /7 7. 1�r;jti`);t f JUL 2J 1381 , Is i CEP 1I(P4 fl TI f.4r- CZ .,i WARRANTY DEED;;;2 . ) ' "t- ' 1 .a ST}TJFP J. CARLSOt1 and FRNGTFS E. CAFI.SON, whose addess is 4111 Glade • Road, Loveland, County of Larimer, ethic of Colorado, for the consideration of ONE MILLION TWO HLRIDRED FIF THOUSAND (51,250,000.00) no S, in hand • paid, hereby sell and convey t LOWMCI4II CENTENNIAL INN INC. .Xa Colorado - corporotion, whose address i. 5 Hwy. 119, Longmont, County lof Weld, and `i:_¢ State of Colorado, the following real property in the County of Weld, and State of Colorado, to wit: c's r 3c fe6T o " 'rive 5r i-T h �en r�GT OF Tl'tit` ls/ of :'. A parcel of lard located in the FF 1/4 of the SF 1/4 of Section 4 3, Township 2 North, Range 68 west of the 6th P.M., WELD COUNTY, g l,' COLORADO, more particularly described as follows: y,.;: . • r°r ,i _ . BEGINNING at a point from whence the Southeast corner of said '+vt " Section 3 bears ;87' 13'10"F a distance of 9'4.55 feet; tl�N thence 989`34' 30"W 355 feet; , j' thence f101` 31'00"F 637.s feet; t:f �{ � thence NWT` 34'10"F 7Rc feet; thence SOl 11 '10"w t",",2.5 Coct to VI MT OF PFGINNIt . 'r V, rXcrPT rronertv :orvevnl to The rerar!rent of highways, State of 4 Colorado' '-Y r,-od rocerJon rrecemhnt 7, 19'0 in cook 617 as 111 i� y,vi.: 1 Recention ^b!: 1 r' linen' r , 19'1 in Peak 638 as F , , Reception No. 1'cLn9,--11 1 r,;:m•y r lrr:. !'nsk� . / ; If, ift,,, ,,11 c! Granters' nuro , tit , , ard interest in and to two c'7f'+ • 1' s located on. an adiacent tract preSerffi3 aOS eitaay .aS i"'' + t a'. rs trr M {0td cf1(4 f the sr 1/4 of p .1 ° " . ra,,; I"' •s 33.4,03--,..,$.$ . 1.110347S• hepflhn9 at a mint t 1. -i come -- .ectton z hear.` f^ i7;rF.a,•tl istarecl:1$5la,98 feat thence' NOl` 31'F. 171 .P7 fete h; t pie aft".R•'1 ce?car : • ?1'W a71:87„feetrtherce•5 hang; • and all pumps, motors, arla.n a'.suc;' •lla.r and together • ' with a"permarent easemen+• and rigtipile f„L ' tiy, or o-, - "� --purposes..of maintenance an+ -eoair and:.eh eat from suchtprosil#Attto 2 the premise& hrreinatio're r. st tb Pvantee>$ a ' ,r. 1, y^' -:-.,^-4.400.1....' V' i ;'; ANp., OGQT IWITH., ne.„rLoht to .lwr, -maintain, and repair, an eststina $"; sA"tage^tdeatmert facility and' 173orn sertlnq the property tie reinabove ' 'S elet i+r Y Al; conveyed •, io Grantee, tc the extent such sewage treatment facility and ' l;yai,. 40 lagoon, is`located en the adjacent property presently-owned by Grantors and ''' .,S_ •,. 'hereinabovctlestribed; :'. AND ITGET11FR WITH a rrrmoe--et ' itr"- and r rc!`t to usr , maintain, and 2+' . , ;i°.. repair the existing si,lr: advertising the burin ss corv''ucted on the ,i 1; �1,;n Y!i.; property hereinabove conveyed to Crary-or , whet,. such .. ion presently exists it -: 2! 4.-47444,4on adjacent property orecently ovine? 1 , er r• ,r ana more rarticularly V _ 4!"9 dr:scr ibed as fol Lows: L Tire,on at , on,n ' .h n, Itr` ;F' corner of !^}' '�f t1 `+' said Section 1 fear`: 4— "4 '4 mr, 1 n r .np I', : thence 9701` r� 33.1e�' 31'00"F '71 .Ploot ; „ ,c '4 r ... • • 'hco ' 909` l9'3p"F , ';;• C 371.41 feet; thence °' 'OP" , ' ' of h'•a inning; ^r 4i ` ,y. AND TOGETHER WITH a rc.rmanrnt -a'-.,-•meet on Prvi ,-rocs Cr actors' said 1...p" " -Nj adjacent prouerty upon which su..' :.inn. is lusted, for maintenance and �;. `y ,fy repairs to such sign or any similar sign nor to exceed the present .' ti }ti 'a dimensions of such existing sign; kµ• p. L• ;� AND TOGETHER WITH all improvements on rho subject property, and all ., appurtenances thereto, AND WARRANT TriiE 119 'ME' S 1F. subject to: Taxes ;,.S ,4 and assessments for 1991 and suh.eou.nt Year e-.senents and rights-of-way 4 ..6.ot. • for roads, ditches, utilities, and for access to adjacent lands; and f . existing encumbrance in favor of Columbia Favings 6 Loan Association, . ,437'`. ' recorded in Book 600 as Reception to, 14f153q Weld County records, given ` f to secure a debt with a present principn balance of approximately 74,° is. $539,000.00, which Granter' hereby assure, and agrees to pay. ',.1i: Aa SIGNED this 15th day of July, 1731.. a 4.2 ,le L 'Went . -r - .. • tr } 1—.,�___`____a_S_�i-C /I, w,ri JUL 2 0 1361 F1'FN P J. 1'APIPON Dole __—__ i J r. �_.._ •A FRAtr'Es F. CPPIGCI4 .1, • `.• - , a.',',00511r StR .11414dT'i7,airreriCt i''Attf.110CO3°7-tiuiSar' • ' .w r- lin _._ • N • VS"'14'.- iC CI hrt' � 't i0,77 a 4 e. i a . '��'4 Y �t�.l(1 . • i • ��v °y fib s ti.'� 't ,$ +, * ,,4 $1rrt ri*tv,t{t'i;4 'i' k ,. .. 4y+!" S5'�� rih y r '14J3 FCi A- :. 'D ..w s , , - (� Yom. 71, y ��jj.ti.9s.Y' Jl k - - • , l ' • 942 1863523 4r s00K.r._,� a- � STATE Cr COWRADO ) ) ss. COUNTY OF The foregoing instrument was acknowledged before me this 15th day of July, 1981, by Stener J. Carlson and Frances E. Carlson. My commission exoires: ,F, l • Witness my hard end official seal . _ ' 1 .. 7 MotarN,7huhl1 _. -.. Y° J?+ - ity t''`LIC ?qv., 9 1 kz rt e • ,. • S • • • 871099 Ins EASEMENTS AND UTILITIES AGREEMENT This Easements and Utilities Agreement ( "Agreement" ) is 1986 , by and between made this day of corporation LONGMONT CENTENNIAL INN, INC . , a C�lsv ( "Grantor" ) and WAFFLE HOUSE , INC . , a Georgia corporation ( "Grantee" ) ; WITNESSETH: WHEREAS , Grantee is purchasing from Grantor the property describ nn County, Coloradot c�cordingLonmont to the tennial recordedlplat u( " of si2 on , Weld 2" ) ; and and WHEREAS , Grantor is the owner of the property described as Lots 1 and 3 , Longmont Centennial Inn Subdivision, Weld County, Colorado, according to the recorded plat ( "Lot 1" and "Lot 3" ) and has contracted to sell Lot 2 to Grantee ; and WHEREAS , in connection with the use by Grantor and Grantee of their respective Lots , they have determined that it would be in their best interests to establish easements for sanitary sewer , storm drain and access , parking and utilities , and to set forth their agreements regarding obligations for construction , maintenance and repair of such easements and the improvements on such easements ; NOW, THEREFORE, in consideration of the foregoing and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, ra a ntor h has graveynted d and conveyed and by these presents does g Grantee those portions of the following three easements which lie in Lot 1 and Lot 3 , and retains and reserves for itself and its successors and assigns that portion of "Easement No . 2 , " as hereinafter defined , as lies within Lot 2 : A. A permanent sanitary sewer easement for the place- ment , maintenance , repair and replacement of sanitary sewer lines connecting the sewer lines on Lot 2 with the private sewage treatment system located on Lot 1 , and for the use of such sewage treatment system ( "Easement No . 1" ) . Easement No. 1 is described on the attached Exhibit 1 , which is incorporated herein by this reference . B . A permanent , mutual , non-exclusive easement located on Lot 2 for access ( Easement No . 2 ) " and on Lot 1 for utilities ( Easement No. 1 ) for the use and benefit of Lot 1 , Lot hethd L o and Lot 3 . In the event utilities are installed in Lot 1 , w by Grantor or Grantee , care shall be taken so as not to unduly interfere with the respective businesses and/or access to and from said respective businesses and/or access to and from said respective businesses of Grantor and Grantee, installationand, any disturbance to the surface caused by the f utilities and/or subsequent repair and maintenance of said utilities shall be repaired by the party making such insst l .�ta cr rcpa.' rs and the surface returned to the same = ,- . S ;"'7 prior to such ua.stu:E.bance , at the soli cost and expenGe of the party making such installation or repair . Easement No . 1 is described in the attached Exhibit 1 and Easement No . 2 is described in the attached Exhibit 2 , which are incorporated herein by this reference . C . A permanent , mutual , nonexclusive easement for storm drainage and retention located on Lot 3 for the use Easement d benefit of Lot 1 , Lot 2 and Lot 3 ( "Easement No . 3" ) . No . 3 as it is currently located is described on the attached Exhibit 3 , which is incorporated herein by this reference . LongInnAgt/ald 31 871099 9/10/86 All of the foregoing Easements are depicted on the attached Exhibit A, which is incorporated herein by this refer- ence . The foregoing grants and reservation are upon and subject to the following terms , covenants , conditions , restrictions and obligations : 1 . Grantee shall have a perpetual , nonexclusive easement for the installation , construction , maintenance , replacement , and repair of sanitary sewer lines , clean-outs and manholes in Easement No. 1 , and the right to enter upon Easement No. 1 for the purpose of surveying , excavating for , constructing , operating and maintaining such sanitary sewer lines , clean-outs and manholes ; provided, however , that at such time , if ever , as Grantee accesses and connects to any other sanitary sewer system, Easement No. 1 shall become null , void and of no further force or effect without any further action by Grantor or Grantee , but Grantor may, at its election, record a statement that Easement No . 1 has been terminated in accordance with the foregoing provision, and thereafter Lot 1 shall no longer be subject to Easement No . 1 . 2 . Grantee, its successors and assigns , shall , at its or their own expense , maintain, repair and replace all improve- ments installed by Grantee in Easement No . 1 . 3 . Grantee shall exercise its right of entry under Paragraph 1 in a reasonable manner and at reasonable times . All such installation , construction , maintenance, replacement or repair shall be performed in a workmanlike fashion by competent persons and in a reasonable and prudent manner so as not unrea- sonably to disturb the peace and tranquility of any owner or other occupant of Lot 1 or to interfere unreasonably with the use and enjoyment of Lot 1 . Following the completion of any and all such installation, construction, maintenance , replacement or repair , Grantee , its successors and assigns , shall at its or their own cost and expense promptly restore Easement No . 1 to the same condition in which it existed prior to such work . 4 . Grantee shall indemnify Grantor against and protect and hold Grantor harmless from any and all damage , cost , expense ( including, without limitation, attorneys ' fees and related legal expenses ) , actions , claims , liabilities or other damage or detriment arising out of , related to or connected with any such installation, construction, maintenance, replacement or repair or any other use of Easement No. 1 by Grantee . Grantee agrees to give Grantor fifteen ( 15 ) days ' written notice prior to the commencement of any such activity, except in the event of necessary emergency repairs and maintenance . All costs associated with the use , construction , maintenance , replacement or repair of Easement No. 1 and any improvements thereon shall be borne by Grantee , and Grantor shall have no obligation therefor . 5 . Grantor shall maintain and repair that portion of Easement No. 2 which lies within Lot 1 , and Grantee shall main- tain and repair that portion of Easement No . 2 which lies within Lot 2 , and Grantor and Grantee , for themselves and their succes- sors and assigns , hereby agree to indemnify one another against and hold one another harn,les frc,LL: e uy anv all damage , cost : expense ( including , without limitation, attorneys-'-- fees and related legal expenses ) , actions , claims , liabilities or other damage or detriment arising out of their respective obligations to repair and maintain Easement No . 2 . 6 . Grantor agrees to change the size and configuration of Easement No . 3 if required by appropriate governmental author- ities in connection with the development of Lot 1 and Lot 3 . If such change is required, Grantor and Grantee shall execute and record a separate written amendment to this Agreement canceling -2- 871099 and revoking the description set forth on Exhibit 3 and replacing it with the amended description . If on or before 19 there has been no agreement recorded changing 'the size and configuration of Easement No. 3 , the description set forth on Exhibit 3 shall thereafter limit and define Easement No . 3 and no other portion of Lot 1 shall be affected or burdened by such Easement . 7 . Grantor , its successors and assigns , shall maintain and repair Easement No. 3 . I . en. paoOLaa K..a\. shalt Imp nnWLalar %a •foseLti• performance of all rights granted hereby . In the event that either party fails to abide by the terms hereof , the other party shall be entitled to all applicable remedies at law or in equity , including but not limited to restraining orders , temporary and permanent injunctions , and damages for destruction or injury to any person or property . 9 . In the event of any dispute hereunder , resulting in a lawsuit , the prevailing party in such suit shall be entitled to reimbursement for all reasonable costs and expenses , including without limitation a reasonable sum for attorneys ' fees . ' 10 . This Agreement shall be governed by the laws of the State of Colorado . 11 . If any term or provision of this Agreement or the application thereof shall , to any extent , be invalid or unen- forceable , the remainder of this Agreement shall not be affected thereby and shall be enforceable to the fullest extent permitted by law . 12 . This Agreement shall be binding upon and shall inure to the benefit of the parties hereto, their heirs , agents , personal representatives , lessees , successors and assigns , and shall continue as a servitude running with the land in perpetuity unless and until terminated . "GRANTOR" LOONGGMON'1; q,ENTENNIAL INN, INC. , a rk19Q corporation Y, _ Sy : � Title : 1/12,S I,D� "GRANTEE" WAFFLE HOUSE, INC. , a Georgia corporation Title : \.) V, - car. -3- 871099 r CONSENT The undersigned hereby consent to the terms and provi- sions of this Agreement ; provided , however , that : A. Such consent shall in no way affect the priority of any lien or encumbrance for the benefit of the undersigned currently of record, or of any modifications or extensions thereof ; and B. Such consent shall not be deemed to impose upon the undersigned any liability or obligation of Grantor or Grantee unless and until the undersigned acquires fee title to the property or any portion thereof , through foreclosure or other- wise, and the undersigned shall be liable for their own respec- tive acts or omissions subsequent to the date they acquire their respective titles and only for the period of their respective ownerships . COLUMBIA SAVINGS, a Federal Savings and Loan Association By: Title : Date : -_ � tenner arlgp Date :..:/eH�/X/ Fran Carlso/aAZ-//t� Date STATE OF A ) ss . COUNTY OF - ) The fo egoinq instrument was ac owledged before me this 11i((44�1 _'day of ��c 1�`�;i(LA , 1986 , by \, ±i r µQ�� ,4�A as lie c_t o-f ZORGMONT CENTENNIAL IN,N, INC . , a l__,E�\`L�AL,(— ) corporation . WITNESS my hand and official seal . My Commission Expires : �JFt i —� I ()(-1 /CiE-N. a u1c o -4- 871099 STATE OF Lagne&G. ) ss COUNTY OF aW/NNETT ) The fore/going instrument was ac nowledged before me this // `/'h day of /1Odernlber , 1986 , by �D&6L-T l!/. ,L/ASSEJ/ r/,2. as V C� /4,65/DELLT of WAFFLE HOUSE, INC. , a Georgia corporation. WITNESS my hand and official seal . Notary Public.DeKalb County,Georgia My Commission Expires : ,!� My Commission Expires July 30, 1989 `i l 1w a ogy c Notary Ptlic STATE OF ) ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 1986 , by as of COLUMBIA SAVINGS , a Federal Savings and Loan Association . WITNESS my hand and official seal . My Commission Expires : • Notary Public STATE OF CH.( i>p ‘cir cn ) ss COUNTY OF Li ( Nf- f ) '�r The foregoin instrument was acknowledged before me this \ ..J :�.S_ day of �t ; Q q , 1986 , by STENNER CARLSON. WITNESS my hand and official seal . My Commission Expires : -40t QI�� No a y ublic STATE OF CH c2 �l-(1O ) .� ss COUNTY OF The f regoi g instrument was acknowledged before me this �1- day of V� cNMi t , 1986 , by FRAN CARLSON. WITNESS my hand and official seal . My Commission Expires : &1EV�� • c,,, 0 AA 11 11_ Not blic -5- 871099 7"-- _JLCRA00 STATE HIGHWAY 119 11r 31u'4 '307...t 1 4 1r1 c• {{ 4. `I ei G i 1 co 1 f ii - it i\ I I. i C:) 1 i: i I ". 07 1 f: I' Yoe i 44.1410.14 moo' -I .4 t i :_ q.{.b .._.i I —•zrl-....—.._ .0,00'1 _ r__=i�ir.:7 — cw.;w.....uu:ul:: -- rte.• 1 _v.r yr _ __ I I ri, 1. Ia - 1 . '- i y 1:::-7.-:,..1 1/: I: . t F.11'.F380, I t=== )( rD . a° 1�_o=i h �i : a.yi �. 0 IT 1' 6 = : ,, ZlO ` `Y e D4 J• 1 t t l t/ st I`� , y ° .,__________III I r 4 VI, 1i s % z n a • %tZ e f' 1 ti r. 1 t • Iu { r A i. to Y i } 14 04 N �w t! ; 41i 4 ,1t ": ? e11 alb 4. �' 107 411 4y E nil • I M too I•'10•I OLO.' I t061•' t •411.14'30'II Di Oa i �I — LEGAL DESCRIPTION D a E a m I hereby certify that', these legal description were prepared under my , 1 A A r- personal supervision and that they are true and correct to tha best of fn '^ z m m my knowledge' and belief,. -._7.,. A rrFe eit.Si r `� Charles B. Jones ZZd1. Colorado Regis ed Prof s' al . D H cai Land Surveyor 122098 // ' m 2 ti ig,Il EXHIBIT "A" ' lii 'b,0'"-- P 871099 EXHIBIT 1 LEGAL DESCRIPTION EASEMENT NO. 1 A Twenty foot (20') Permanent Utilities Easement within Lot 1 of the Longmont Centennial Inn Subdivision, Weld County, Colorado. which is more particularly described as follows: BEGINNING at the Northeast Corner (NE COR) of Lot 2 of the Longmont Centennial Inn Subdivision. and assuming the East line of said Lot 2 as bearing South 01'24'42" West, as platted, with all other bearings contained herein relative thereto; Thence South 01.24'42" West along said East line. 13.55 feet to the TRUE POINT OF BEGINNING of said description; Thence South 01.42'32" West, 24.52 feet; • Thence North 56'03'09" East. 154.98 feet; Thence North 01.42'32" East, 24.52 feet; Thence South 56'03'09" West, 154.98 feet to TRUE POINT OF BEGINNING. • ---Lkt\ led, 871099 E}aimn 2 LEGAL DESCRIPTION EASEMENT NO. 2 A Permanent, Mutual and Non-exclusive Access. Easement within Lot 1 and Lot 2 of the Longmont Centennial Inn Subdivision, Weld County, Colorado, the outarboundary of which is fore particularly described as follows: BEGINNING at the Southwest Corner (SW CCR) of said .Lot 2 and assuming the West line of said Lot 2 as bearing North 01'24'42" East as platted with all other bearings contained herein relative thereto: • Thence North 01'24'42" East along said West Line. 40 feet; Thence North 89'34'30" East. 30 feet; Thence North 01'24'42" East, 160 feet to a point on the North line of said Lot 2; Thence North 89'34'30" East along said North line. 30 feet; Thence South 01'24'42" West, 160.00 feet; Thence North 89'34'30" East, 20 feet to a point on the East line of said Lot 2 and a point on the West line of said Lot 1; Thence North 89'34'30" East, 287 feet; Thence South 01'24'42" West, 40 feet to a point on the South line of said Lot 1; Thence South 89'34'30" West along said South line. 40 feet; Thence North 01'24'42" East, 15 feet; Thence South 89'34'30" West, 247 feet to a point on the West line of said Lot 2 and a point on the East line of said Lot 1; Thence South 89'34'30" West. 50 feet; Thence South 01'24'42" West, 15 feet to a point on the South line of said Lot 2; Thence South 89'34'30" West. 30 feet along said South line to the POINT OF BEGINNING. L 1' ` 1 10-/ 871099 EXHIBIT 3 LEGAL DESCRIPTION STORM DRAINAGE 040 RETENTION EASEMENT An Easement within Lot 3 of the Longmont Centennial inn Subdivision. Weld County. Colorado. which is more particularly described as follows: BEGINNING at the Southeast Corner (SE COR) of said Lot 3 and assuming the South line of said Lot 3 as bearing North 89'31'30" East. as platted, with all other bearings contained herein relative thereto; Thence North 89'34'30" East along said South line. 100.00 feet: Thence North 25'07'30" West along the Southeast line of said Lot 3. 129.43 feet; Thence South 89'34'30" West. 152.08 feet to the West line of said Lot 3s Thence South 01'42'32" West along said West line. 116.83 feet to the Point of Beginning. • • • 821099 K MONUMENT RECORD Vertical datum is based on previous survey for Waffle House Inc. by Western Technical Services Inc, Surveyor Charles B. Jones (L. S. 22098) , Project Number 86-535-02 dated February 4, 1986. According to this project this datum is relative to U. S. G. S. datum. The Southeast Corner of Lot 2 (pin/cap L. S. 22098) was taken as 4847. 61 according to said project. 871099 1 Long mart" [en-t e�rr,t&t j .ZAArt 'u < 12,08'1986 12'O8'1986 j 12r08'1986 , H1=5,888.8888 H1=4,997.3442 H1=5,197.8835 E1=5,808.8888 E1=4,615.8186 ,E1=4.619.9377 S 89.33430 ii I H 1.2442 E H 1.2442 E HP385.0800 HD=20►0.8088 HD=344.6688 H2=4,997.1442 H2=5,197.0835 H2=5,541.6389 E2=4,615.8106 j E2=4,619.9377 E2=4,628.4287 1i 1.2442 E H 89.3438 E H 89.3438 E HD=590.5280 HD=80.8898 i HD=152.8888 H3=5,587.4858 M j N3=5,197.6769 H3=5,542.7678 E3=4,6'29.5585 - E3=4,699.9'.•55 i E3=4,780.5045 H 89.3430-E v 5 1.2442 W s S 1.2442 R HD=365.8888 N HD=286.8088 i HD=227.8388 y- H4=4,997.7376 H4=5,598.3408 H4=5,315.8861 E4=5.014.5479 V E4=4,695.8884 E4=4,774.8917 S 1.2442 W ` � S 89.3430 iJ I S 25.0739 W M HD'548.5288 HD=93.8808 HD=129.4388 ...i••Q i 1 O H5=5,880.0885 --J H5=4,997.1442 135=5,197.8223 E5=5,688.8888 E5=4,615.0186 E5=4,719.9364 EHD=1,951.8408 : £HD=560.0808 S 89.+438 W ARER=227,233.3996 ARER=15,991.7881 HD=188.8888 ACRES-5.'=166 I+1.+% 1 RES=8.3671 Lod- CLOSURE CLOSURE H6=5,197.0885 S 98.8988 E H 86.0527 E E6=4,619.9392 HD=7.1008E-7 HD=1.2887E-7 ' • EHD=954.0000 N6=5,8088.8988 H6=4,997.1442 AREA=49,348.7391 Eb=`,888.8008 I E6=4,615.0106 I RCRES=1.1329 Lok 3 I CLOSURE H 26.4986 R HD=8.8833 H7=5,197.0835 E7=4,619.9377 5°71099 L AFFIDAVIT OF INTEREST OWNERS MINERALS AND/OR SUBSURFACE Application No. Subject Property See attached legal STATE OF COLORADO ) ss. COUNTY OF WELD ) 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 and addresses of all mineral owners and lessees of mineral owners on or under the parcel of land which is the subject of the application as their names appear upon the records in the Weld County Clerk and Recorder's Office, or from an ownership update from a title or abstract company or an attorney. MINERAL OWNER: Longmont Centennial Inn, Inc. Northwest Quarter I-25 6 S.H. #119, Longmont, Co. 80501 STEWART TITLE OF GREELEY ter\ Denver M. Wiggi President The foregoing instrument was subscribed and sworn to before me this 17th day of October , 1966 By Denver M. Wiggins, President I of Stewart Title of Greeley 1 WITNESS my hand and official seal . My Commission expires : Mr Commission Exvires Dee. 19, 1986 627i he �- Notary Public 871099 L The South Two Hundred feet ( S200 ' ) of the West Eighty feet (W80' ) of a parcel of land located in the Southeast Quarter of the Southeast Quarter (SE1/4 SE1 /4) of Section Three ( 3) , Township Two ( 2 ) North, Range Sixty-eight (68) West of the 6th P.M. , County of Weld, State of Colorado, more particularly described as follows: Beginning at a point from whence the Southeast Corner (SE Cor) of said Section 3 bears South 87 Degrees 33 ' 10" East , a distance of 924.55 feet; thence South 89 Degrees 34' 30" West, 385 feet; thence North 01 Degrees 31 ' 00" East, 632 .5 feet; thence North 89 Degrees 34 ' 30" East, 385 feet; thence South 01 Degrees 31 ' 00" West, 632 .5 feet to the Point of Beginning. EXCEPT property conveyed to the Department of Highways, State of Colorado, by Deeds recorded December 7 , 1970 in Book 637 under Reception No. 1558509 and January 6, 1971 in Book 638 under Reception No. 1559975 , Weld County Records. 871099 # . • , i Iss P b t_ Sanctity of Contract + Denver M.Wiggins STEWART TITLE i�,# President OF GREELEY Clean.M.Nelson (303)3524571 l Vice President 4 NAMES OF CWNERS OF PROPERTY WITHIN 500 FEET 91610th Street Greeley,Colorado 80631 Harvey J.Chapman Vice President•Operations ADDRESS, TOWN/CITY, ASSE'SSOR'S PARCEL M1 NAME STATE AND ZIP CODE IDENFIFICATICN NO. Longmont Centennial Inn, Inc. 3815 HWY. 119 62131303000012 L.Oncm nt, CO 80501 • Musket Corporation 3336. East 32nd St. - No. 217 62131303000013 IT c/o Property Tax Consultant Tulsa, CK 74135 Stxner J. & Fta»t E. Carlson 4111 Glade Road 62131303000016 Loveland, CO 80537 Stater J. & Frances E. Carlson 4111 Glade Road 62131303000017 1 . Clarence J. & Vivian P. Evers 1203 Princeton Court 62131303000032 I• ) Longmont, CO 80501 • Ronald L. & Darlene F. 1119 Windslow Circle 62131303000033 rt Fahr nholt2: L.Ongyont, CO 80501 la It Chevron USA, Into. P.O. Box 7611 62131303000035 c/o Property Tax Section San Francisco, CA 94120 I. • i31 David E. & Gloria F. Route No. 4 62131310100001 Canenisch Longmont, CO 80501 :'s. Rite-A-Way Industries, Inc. P.O. Box 760 62131310100009 c/o Joel Wiens Kimball, NE 69145 • Burger Avenue Investments, 125 South Howes - 5th Floor 62131310100012 Ltd. Ft. Collins, CO 80521 r David E. Camenisch - 40% 3598 HWY. 119 62131310100024 Gloria F. Camatisch - 40% Longmont, CO 80501 I.t. Waneka Dawna Camenisch - 20% Burger Avenue Investments, 125 South Howes - 5th Floor 62131310100030 Ltd. Ft. Collins, CO 80521 • Howard L. Frank 1300 Lamplighter Drive 62131310100032 nl? L.anginnt, CO 80501 e :i This report is certified to July 31, 1987 at 7:45 A.M. i, I�,e7 C SEAL ! BY: a^+ 0' cif/ 871099RECEIVED AUG 1 0 19 Hello