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HomeMy WebLinkAbout4.0 Correspondence• •H No/MP/Side: 82/7.15/L COLORADO DEPARTMEN 1 OF HIGHWAYS Local Jurisdiction: Garfield County Dist/Section/Patrol:30212 STATE HIGHWAY ACCESS PERMIT DOH Permit No.: 387008 Permit Fee: $75.00 Date of Transmittal: 2-10-87 THE PERMITTEE; Highland Land Company is hereby granted permission to construct and use an access to the state highway at the location noted below. The access shall be constructed, maintained and used in accordance with the terms and conditions of this permit, including the State Highway Access Code and listed attachments. This permit may be revoked by the issuing authority if at any time the permitted access and its use violate any of the terms and conditions of this permit. The use of advance warning and construction signs, flashers, barricades and flaggers are required at all times during access construction within State right-of-way in conformance with the MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, Part VI. The issuing authority, the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit. LOCATION: On the north side of State Highway,�8a distance of 790 feet east from Mile Post 7. 0161 Morand Road. ACCESS TO PROVIDE SERVICE TO: Drywall supply company. OTHER TERMS AND CONDITIONS: See Attached Sheet. ipigrW7--q FEB '24 1987 GARFIELD COUNTY MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. By (X) Not Required Date Title Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. The permittee shall notify Jim Yoast with the Colorado Department of Highways in at 945-7441 at least 48 hours prior to commencing construction within the State Highway right-of-way. The person signing as the permittee must be the owner or legal representative of the property served by the permitted access and have full authority to accept he permit and all it's terms and conditions. Permittee (X) *" _(-=c � , �" 4 -/S Date c% I _>- 7 / r /� --Y/-1 Ci&?i Ci - _( !" .V;'( bs-f"_ �^�, ) This permit is not valid until signed by a duly authorized representative of the State Department STATE OF COLORADO DIVISION 0 HIGHWAYS ROBERT L/ EV;, / -, CHIEF E GINEER �—It/ of Highways. • ROW Engineer By (X) �J� Date 2-20-87 Title District (Date of issue) COPY DISTRIBUTION: Required; Make coplcs asary for; 1. District (Original) Local Authority“. Inspector 2. Applicant MTCE Patrol Traffic Engineer Previous Editions are Obsolete and will not be used DOH Form 101 9/85 r, -- The following paragraphs are pertinen Tights of the State Highway Access Code. T are provided for your convenience but do not alleviate compliance with all sec III of the Access Code. A copy of the State Hi ay Access Code is available from your local issuing authority (local government) or the State Department of Highways (Department). When this permit was Issued, the issuing authority made its decision based in part on information submitted by the applicant, on the access category which Is assigned to the highway, what alternative access to other public roads and streets is available, and safety and design standards. Changes in use or design not approved by the permit or the issuing authority may cause the revocation or suspension of the permit. I Appeals 1. Should the permittee or applicant chose to object to any of the terms or conditions of the permit placed therein by the Department, an appeal must be filed with the Colorado Highway Commission within 60 days of transmittal of the permit for permittee signature. The request for the hearing shall be filed in writing and submitted to the Colorado Highway Commission, 4201 East Arkansas Avenue, Denver, Colorado 80222. The request shall include reasons for the appeal and may include recommendations by the permittee or applicant that would be acceptable to him. 2. The Department may consider any objections and requested revisions at the request of the applicant or permittee. If agreement is reached, the Department, with the approval of the local issuing authority (if applicable), may revise the permit accordingly, or issue a new permit, or require the applicant to submit a new application for reconsideration. Changes in the original application, proposed design or access use will normally require submittal of a new application. 3. Regardless of any communications, meetings, or negotiations with the Department regarding revisions and objections to the permit, if the permittee or applicant wishes to appeal the Department's decision to the Commission, the appeal must be brought to the Commission within 60 days of transmittal of the permit. 4. Any appeal by the applicant or permittee of action by the local issuing authority when it is the appropriate local authority (under subsection 2.4), shall be filed with the local authority and be consistent with the appeal procedures of the local authority. 5. If the final action is not further appealed, the Department or local authority may record the decision with the County Clerk and Recorder. II Construction standards and requirements 1. The access must be under construction within one year of the permit date. However, under certain conditions a one year time extension may be granted if requested in writing prior to permit expiration. 2. The applicant shall notify the office specified on the permit at least 48 hours prior to construction. A copy of the permit shall be available for review at the construction site. Inspections will be made during construction. 3. The access construction within highway right-of-way must be completed within 45 days. 4. It is the responsibility of the permittee to complete the construction of the access according to the terms and conditions of the permit. If the permittee wishes to use the access prior to completion, arrangements must be approved by the issuing authority and Department and included on the permit. The Department or issuing authority may order a halt to any unauthorized use of the access. Reconstruction or improvements to the access may be required when the permittee has failed to meet required specifications of design or materials. If any constructionelement fails within two years due to improper construction or material specifications, the permittee is responsible for all repairs. 5. In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the access shall be securely braced with an approved end post before the fence is cut to prevent any slacking of the remaining fence. All posts and wire removed are Department property and shall be turned over to a representative of the Department. 6. A copy of the permit shall be available for review at the construction site. If necessary, minor changes and additions shall be ordered by the Department or local authority field inspector to meet unanticipated site conditions. 7. The access shall be constructed and maintained in a manner that shall not cause water to enter onto the roadway, and shall not interfere with the drainage system in the right-of-way. 8. Where necessary to remove, relocate, or repair a traffic control device or public or private utilities for the construction of a permitted access, the work shall be accomplished by the permittee without cost to the Department or issuing authority, and at the direction of the Department or utility company. Any damage to the state highway or other public right-of-way beyond that which is allowed in the permit shall be repaired immediately. 9. Adequate advance warning is required at all times during access construction, in conformance with the Manual on Uniform Traffic Control Devices for Streets and Highways. This may include the use of signs, flashers, barricades and flaggers. This is also required by section 42-4-501,C.R.S. as amended. The issuing authority, the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit. III Changes in use and violations 1. If there are changes in the use of the access, the access permit-issuing authority must be notified of the change. A change in property use which makes the existing access design or use in non-conformance with the Access Code or the terms and conditions of the permit, may require the reconstruction or relocation of the access. Examples of changes in access use are; an increase in vehicular volume by 20 percent, or an increase by 20 percent of a directional characteristic such as a left turn. The issuing authority will review the original permit; it may decide it is adequate or request that you apply for a new permit. 2. All terms and conditions of the permit are binding upon all assigns, successors-in-interest and heirs. 3. When a permitted driveway is constructed or used in violation of the Access Code, the local government or Department may obtain a court order to halt the violation. Such access permits may be revoked by the issuing authority. IV Further information 1. When the permit holder wishes to make improvements to an existing legal access, he shall make his request by filing a completed permit application form with the issuing authority. The issuing authority may take action only on the request for improvement. Denial does not revoke the existing access. 2. The permittee, his heirs, successors-in-interest, and assigns, of the property serviced by the access shall be responsible for meeting the terms and conditions of the permit and the removal or clearance of snow or ice upon the access even though deposited on the access in the course of Department snow removal operations. The Department shall maintain in unincorporated areas the highway drainage system, including those culverts under the access which are part of that system within the right-of-way. 3. The issue date of the permit is the date the Department representative signs the permit which is after the permittee has returned the permit signed and paid any required fees. 4. The Department may, when necessary for the improved safety and operation of the roadway, rebuild, modify, remove, or redesign the highway including any auxiliary lane. 5. Any driveway, whether constructed before, on, or after June 30, 1979, may be required by the Department, with written concurrence of the appropriate local authority, to be reconstructed or relocated to conform to the Access Code, either at the property owner's expense if the reconstruction or relocation is necessitated by a change in the use of the property which results in a change in the type of driveway operation; or at the expense of the Department if the reconstruction or relocation is necessitated by changes in rn=.r+ - ?rnffic conditions. The necessity for the relocation or reconstructicn shall be de•-rmined by ret,!,' o the stan -' '> in the Accr- —,ode. s • Permit No. 387008 Local ordinance requires a construction permit from Garfield County. Driveway shall be constructed 35 feet wide with 50 foot radii. Surfacing for driveway approach is required as follows: 12" of class 1 gravel in 2, 6" lifts;6" of class 6 gravel in 1, 6" lift. Also 3" of HBP in 2, 1.50" lifts of grade E, EX, or equivalent. The asphalt cement in the HBP shall be AC (10). Fill/cut slopes shall be at a 2:1 slope on the roadway and at 6:1 on the access approach. A new 18" CMP culvert shall be used. All culverts (side drains) installed in open ditches shall have flared end sections. No drainage from this site shall enter onto the surface of the highway. All existing drainage structures shall be extended to accommodate all new construction and safety standards. Contractor shall follow the applicable construction specifications set for by the Department of Highways in the latest manual Standard Specifications for Road and Bridge Construction. Owner is responsible for any utilities disrupted by the construction of this driveway and all expenses incurred for repair. Any damage to any existing Highway facilities shall be repaired prior to continuing other work. Compaction of sub -grade, embankments and backfill shall comply with Section 203.11 of the Division of Highways Standard Specifications. Compaction of Hot Bituminous Pavement (HBP) shall comply with Section 401.17 of the division of Highways Standard Specifications. If frost is present in the sub -grade, no surfacing material shall be placed until all frost is gone or removed. Saw or score asphalt to assure a straight edge for patching. The first 20 feet beyond the closest highway lane, including speed change lanes, shall slope down and away from the highway at a 2% grade to ensure proper drainage control. All excavations on Utility lines, culverts, other trenches or tunnels shall meet the requirements of COLORADO DEPARTMENT OF HIGHWAYS, OSHA, Colorado Industrial Commission and the Colorado Division of Mines whichever applies. The area around the new work shall be well graded to drain, top soiled, fertilized, mulched and reseeded. 1 7SCHMUESER G January 29, 1987 1512 (*D AVENUE, SUITE 212 GLENWOOD SPRINGS, COLORADO 81601 (303) 945-1004 CONSULTING ENGINEERS 8 SURVEYORS/ Mr. Mark Bean, Director of Planning Garfield County Courthouse 109 8th St. Glenwood Springs, CO 81601 Re: Denver Commercial Builders Special Use/Building Permit Dear Mark: )qc--n JAN 3 0 1987 GhRFIELG COUNTY The purpose of this letter is to address the condition of (Item No. 4, The Resolution 86-148 with respect to sewage treatment at the above referenced project; also to summarize the discussions that have been held over the past several days again concerning sewage treatment. Only Building 2, which is the most southerly building will be connected to the existing treatment facilities. By prior subdivision approvals, the maximum contribution from this building cannot exceed 160 gallons per day or 4,000 gallons per month. Building 1, which is the most northerly building and which contains the bunk house area, will be connected to a separate on-site septic system. Further provisions of the design concept are as follows: (1) the nature of Building 2 will be such that the number of tenants and type of tenants will vary over time. Because of the use restrictions for the building, the tenants will generally be low water using with day employees. In order bo measure water use, and therefore indirectly sewage production, Building 2 will be provided with a separate water meter. (2) Building 2 will be plumbed so that the southerly 40% or approximately two tenant spaces can be transferred from the existing treatment facilities to the on-site disposal facility in the future should sewage production exceed that allowed. Sewage production would be based on water meter readings. (3) Building 1 will have a separate water meter installed. While this meter is not required by the county, it is required by the homeowners association for water billing purposes. The meter may also be used in the future as a basis for measuring the contribution to the on-site disposal system. (4) The on-site disposal system will need bo be designed on the basis of full time occupancy of the bunk house area. Because of typically only part-time occupancy, that design will be very conservative. It is not proposed to construct the on-site facilities to accomodate the potential for future contributions from Building 2, rather to reserve an area sufficient to accomodate future connections frau Building 2 if sewage production exceeds design levels. Mr. Mark Bean, Director of Planning Garfield County January 29, 1987 Page 2 Design flows for the proposed construction are as follows: (1) As per Garfield County Individual Sewage Disposal System Regulations, six bunk house occupants at 55 gallons per day per occupant (based on a fixture count of one toilet at 24.8 gallons per day, one lavatory at 8.4 gallons per day, one shower at 14.7 gallons per day, one kitchen sink at 4.4 gallons per day and one disposal at 1.4 gallons per day) and 60 gallons per day for four day employees at 15 gallons per day each. The total average day flow is therefore 390 gallons per day; the daily design flow is 585 gallons per day with a 20% reduction or 117 gallons per day, for low water use facilities. (2) Building 2 is allowed 160 gallons per day. This is equivalent to 11 day employees at 15 gallons per day each. It should be pointed out that the day employees are assumed to be on the premises for a full corking day. Therefore, there may be considerably more than 11 employees associated with Building 2 who could be on the premises for only a short period during the day and therefore would not constitute a full day employee. Any water producing processes which do occur on site would obviously subtract from the total water use available to day employees only and therefore the allowable number of employees in the structure. Based on experience in the area, it is anticipated that an adequate percolation rate can be obtained on the property for a standard septic tank/leach field system. Because of the significant side grading which will take place, it is not recommended that percolation tests be done until that work is completed. If inadequate perc rates are found then it will be necessary bo have an engineered mound or evapotransporation system designed for the site. The proposed location for the system is off the northwest corner of Building 1. I trust that the above information is sufficient for your office to issue the necessary permits for the proposed construction. If additional information is required, I would be happy to provide it bo you. I believe that the approach bo sewage treatment for the proposed construction outlined above is both reasonable and equitable. I would like to thank you for the time the County staff has spent with the Developer in working out the solution. Respectfully submitted, SCHMUESER GORDON MEYER, INC. w res id Gordon, P.E. nt DWG/6192/kd xc: Mr. John Barna, Denver Commercial Builders r CARBONDALE & RURAL FIRE PROTECTION DISTRICT 300 MEADOWOOD DRIVE CARBONDALE. COLORADO 81623 JAN. 27. 1987 MR. MARK: BEAN GARFIELD COUNTY PLANNER 109 8TH ST. - SUITE ..7.0. GLENWOOD SPRINGS. CO. 81601 DEAR MARK, AS WE DISCUSSED IN OUR PHONE CONVERSATION ON JAN. 23. 1987, I WOULD LIKE TO OFFER THE FOLLOWING COMMENTS REGARDING WATER SUPPLY FOR FIRE PROTECTION OF THE PROPOSED HIGHLAND LAND CO. COMMERCIAL PARK. ACCORDING TO THE WORKING BLUEPRINTS THAT I RECEIVED FROM YOUR OFFICE ON JAN. 23, BUILDING A AND BUILDING B WILL BE SEPARATED BY A 2 HOUR FIRE WALL THAT EXTENDS 30" ABOVE THE ROOF LINE. TAKING THIS SEPARATION INTO ACCOUNT, I WILL FIGURE THE TOTAL WATER SUPPLY FOR FIRE PROTECTION FOR BUILDING A AND BUILDING 8 SEPARATELY. THE TOTAL WATER SUPPLY FOR FIRE PROTECTION OF BUILDING A IS APPROXIMATELY 45,000 GALLONS. THE TOTAL WATER SUPPLY FOR FIRE PROTECTION OF BUILDING B IS APPROXIMATELY 40,000 GALLONS. TAKING INTO ACCOUNT THE AMOUNT OF WATER CARRIED ON THE CARBONDALE FIRE TRUCKS, THE WATER IN THE PROPERTY'S EXISTING WATER SYSTEM AND THE WATER CURRENTLY AVAILABLE AT THE CATTLE CREEK FILL STATION, THERE CURRENTLY EXISTS AN ADEQUATE WATER SUPPLY TO FULFILL THE ABOVE REQUIREMENTS. IF YOU HAVE ANY QUESTIONS, FEEL FREE TO CONTACT ME AT 963-2491. SINCERELY, do-vt RON LEACH CARBONDALE & RURAL FIRE PROTECTION DISTRICT CHIEF 0J00 28,9a,� GrkKtIELD CAUNT'/ • CARBONDALE & RURAL FIRE PROTECTION DISTRICT 300 MEADOWOOD DRIVE CARBONDALE, COLORADO 81623 (303)963 2491 JANUARY 20, 1987 MARK BEAN GARFIELD COUNTY PLANNER 109 8TH ST. - SUITE 303 GLENWOOD SPRINGS, CO. 81601 DEAR MARK, -'.'��` - i- ----- \D0 91 1Q�T un'` � � '�"' ;UN E8COUNTY AS WE DISCUSSED IN OUR MEETING ON JANUARY 12, 1987, I WOULD LIKE TO OFFER THE FOLLOWING COMMENTS TO YOU REGARDING FIRE PROTECTION FOR THE PROPOSED HIGHLAND LAND COMPANY COMMERCIAL PARK. THE CARBONDALE & RURAL FIRE PROTECTION DISTRICT WILL PROVIDE FIRE PROTECTION SERVICES TO THE PROPOSED DEVELOPMENT. SERVICE WILL BE PROVIDED FROM THE CARBONDALE FIRE STATION, WITH AN APPROXIMATE RESPONSE TIME OF 15 MINUTES ON GOOD ROADS. ACCESS TO THE PROPERTY AND IMPROVEMENTS IS ADEQUATE FOR THE CARBONDALE FIRE EQUIPMENT. WATER SUPPLY FOR FIRE PROTECTION OF THE PROPOSED IMPROVEMENTS (558,000 CU. FT.) IS INADEQUATE. WHILE THE EXISTING WATER SYSTEM CONSISTS OF A 6" WATER MAIN WITH WELL PLACED FIRE HYDRANTS, THE 2 EXISTING WATER TANKS HOLD A TOTAL OF ONLY 20,000 GALLONS OF WATER WHEN THEY ARE FULL. IN ACCORDANCE WITH N.F.P.A. SECTION 1231, "WATER SUPPLIES FOR RURAL FIRE FIGHTING", IT IS RECOMMENDED THAT A MINIMUM OF 80,000 GALLONS OF WATER BE MADE AVAILABLE TO THE PROPERTY FOR FIRE PROTECTION OF THE PROPOSED IMPROVEMENTS. THIS IS A MINIMUM ESTIMATE AND WOULD PROBABLY INCREASE DEPENDING ON THE ULTIMATE USE OF THE IMPROVED PROPERTY~ LIKEWISE, DEPENDING ON THE ULTIMATE USE SPRINKLER SYSTEM PROTECTION ' MAY REDUCE THE REQUIRED WATER SUPPLY. IN THE EVENT OF A TOTALLY INVOLVED STRUCTURE FIRE, INVOLVING BOTH BUILDING A AND BUILDING B, THE CARBONDALE FIRE DEPARTMENT (FOR THAT MATTER, ANY FIRE DEPT.) WOULD NOT BE ABLE TO PUT IT OUT, WITH THE AMOUNT OF WATER SUPPLY CURRENTLY AVAILABLE. I HAVE NO IDEA HOW THIS WILL EFFECT THE INSURANCE RATING OF THE PROPERTY. • • THE CARBONDALE & RURAL FIRE PROTECTION DISTRICT BOARD OF DIRECTORS HAVE PLANS TO DEVELOP A YEAR-ROUND WATER SUPPLY FILL STATION AT THE CATTLE CREEK AND HIGHWAY 82 INTERSECTION. THE FILL STATION WILL ALLOW FOR THE FILLING OF TANKER TRUCKS AND MAKE AVAILABLE AN UNLIMITED WATER SUPPLY FOR FIRE PROTECTION FOR THE ENTIRE EAST END OF THE CARBONDALE FIRE DISTRICT, INCLUDING THE HIGHLAND LAND COMPANY COMMERCIAL PARK. THE PROPOSED IMPROVEMENTS TO CATTLE CREEK ARE ESTIMATED TO COST SOME $15,000.00. THE DISTRICT DOES NOT HAVE THE REVENUE TO FUND THE PROJECT. IF YOU HAVE ANY QUESTIONS, FEEL FREE TO CONTACT ME AT 963-2491. SINCERELY, RON LEACH CARBONDALE & RURAL FIRE PROTECTION DISTRICT CHIEF