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Application-Permit
Garfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. 9 `1 Los, Job Address (r)(.0(4 1 g rteoy Nature of Work Building Permit Use of Building Owner ,, Co Contractor f Amount of Permit $ I `„ c . (.0) 9 Date [3 - Clerk Permit Na: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'" Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970.945-8212 / Fax 970-384-3470 / Inspection Line: 970484-5003 A7(05 Parcel/Schedule Job Address: 64,SNB w . /04 Zf.•( fa .g 4& $pr2404Gs a: SNS/SYCKX31Z //s2$30647oq 1 Lot No: Block No: 6,epygo co Subd. / Exerption: ol1 e °C 2 Owner: 1:140/3/1-6/ J.gwf< ,s Cie &lig 40,10444 co. Addressaidgmo us. Attly 4.44Y di6,04-0G3 op,. $/ooj Ph:Wk Th)9vs- 93,90 Pb: 3 Contractor: 7C3b Address: Ph: Lic. No. Architect/Engineer: (1 P7u+.dlc2 Address: gem c,q,4 ,ter. $usi. V W , ., g►di _ .: ! Ph: 3 1-Z49 . - ; , Lie., No. .3ZZL1O 5 Sq. Ft. of Building: /U/ Sq. Ft. of Lot: vS V te.ratu Arere4 Height: 33' 611,4pgrl044 / -/c.Nr No. of Floors: A4/04 6 Use of Building: d o:'044-4 41'1C0Freirr l' ttr irt4 °'.:- a 4DiU 4. &-t. f4441,_ 6��rt.4d10: 7 Describe Work: in/,5r>dFCC. (AP %c 71444- 4 L1$) MEL. 4N.11E-#. Fads ON 0.5nAld r"400/44,C4.sgOn.1C `AL, 't -Vito .Z W. LI- 8C,, dt-if 14444g. 0144 ,$qhs& er, 7114- • P44 -ft. 7'G»")!/3 " S Class of Work: C] New CJ Alteration o Remove IJ Addition gf Move 9 Garage: Neu{ ID Single U Double Carport: 14/ 0.4 C7 Single ID Double 10 o Driveway Permit h44 0 On -Site Sewage 0404 Disposal LI Site Pian 11 Valuation of Work: $ /do, dflt3 Adjusted Valuations: S /do 12 Special Conditions: NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS}, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW TRA SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT: THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATEOR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. .:�+ Plan Check Fee: -6 Permit Fee: 9.93, y Total Fee: / 07, ,9 Dated Permit Issued: OC_ C) Group: Con Type: I f .Zoning: Setbacks: Manu: Home: ISDS No. & Fee: BLD D 'LNG. DE // APPROV • • ► •. E APPROVAL/DATE $ , IPS J AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED, THE SIGNER FURTHER AGREES MAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED Will IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF ME ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEP'T'ANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfom.003 HEREBY ACKNOWLEDGE THAT 11-IAVE READ AND UNDERSTAND THE AGREEMENT ABOVE {INITIAL): The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and [RC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, anchor State Agencies where applicable. A CERTIFICA'IOF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy use and the issuance of a Certificate of Oc ,fancy for the dwelling under building permit if ignature BpcontOct2004 Date • Dec. 6. 2005 5:02PM No, 0195 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a.permit it is important that complete information be provided, When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale, 1 Dec. 6. 2005 5:02PM No. 0195 P. 3 Plans must include a floor plait, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from, the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IBC, IPC, IMC and IFGC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes ).. 2. Does the site plan when applicable include the location of the I.S.D-S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes No Not necessary for this prof ect 3, Are the plans submitted for application review construction drawings and not drawings that are stamped or marked.identifying them as "Not for construction, for permit issuance only", „Approval drawings only", "For permit issuance only" or similar language? Yes No,X Not necessary for this project 2 Dec, 5, 2005 5:O3P I No, 0195 P, 4 4. Is the I.S.D,S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes No Not necessary for this project 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? YesX 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes )( No Not necessary for this project 7. if the building is a pre-engineered structure, is there a stamped, signed engineered. foundation plan for this building? Yes No Not necessary for this project 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No Not necessary for project 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes No Not necessary for this project S' 10. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a minimum. of 40 pounds per square foot in Garfield County)? Yes No Not necessary for this project 11. Do theplans include design loads as required for floor loads under the IBC or IRC? Yes X No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes No Not necessary for this project 13. Is the wind speed and exposure design included in the plan? Yes No Not necessary for this project 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes No Not necessary for this project_ 3 Dee. 6, 2005 5:03PM No. 0195 P. 5 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes A/ No Not necessary for this project 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Check applicable zone district for building height maximum) Yes No Not necessary for this project 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes Na Not necessary for this project I( 18. Does the plan include a masonry fireplace including a fireplace section. indieating design to comply with the IBC or IRC? Yes No Not necessary for this project 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms anchor basements comply with the requirements of the IBC or IRC? Yes No Not necessary for this project 7( 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No Not necessary for this project 7( 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No Not necessary for this project 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the B3C Chapter 3) Yes No Not necessary for this project 7( 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this project ic 4 Dec. 6. 2005 5:03PM ©. 0195 P. 6 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No Not necessary for this project X 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes No Not necessary for this project X 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes )( No 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes A No Not necessary for this project 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes X No 31. Do your plans comply with all zoning niles and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes4_ No 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes i( No 33, Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes X No 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? 5 Dec. 6. 2005 5:03PM No. 0195 Yes No 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? Yes__ No 36. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will he made between 7;30 a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -inspection fee? Yes ic No 38. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes No 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes ti(` No 40. Are you aware, that on the front of the building permit application you will need to fill in th.e parcel/ Schedule Number for the lot you are applying for this permit on prior to submittal of the building permit application? Your attention in this is appreciated. Yes ,(' No 41. Do you know that the local fire trict may require you to submit plans for their review building department about this requirement) of fire safety issues? Yes No (Please check with the 6 • Dec, 6. 2005 5: 04PM No. 0195 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes i hereby acknowledge that lj have read, understand, and answered these questions to of alt gnature Dare Phone: )y346 ?3 (days); S .__(evenings) Project Name: 13Ata eautc4 / Qf* 0�44. Project Address: r /: 6,4446466i di. 3'Aide Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm Feb2005 7 PLAN REVIEW CHECKLIST Applicant r,71A-7141 Date /2— 6- " gfaKkiv Building fengineered Foundation =Driveway Permit iSurveyed Site Plan // et Septic Permit and Setbacks ✓Grade/To.ography 30% 4 At . ch Residential Plan Review List Minimum Application Questionnaire Subdivision Plat Notes X14 Fire Department Review — Valuation Determination/Fees Red Line Plans/Stamps/Sticker Attach Conditions (.. pplication Signed L/Plan Reviewer To Sign Application (- Parc1/Schedule No. 0# Snowload Letter- Manf. Hms. Soils Report GENERAL NOTES: PlanninglZoning Property Line Setbacks 30ft Stream Setbacks VFlood Plain wilding Height Zoning Sign -off oad Impact Fees OA/DRC Approval Grade/Topography 40% ping Issues Subdivision Plat Notes 1079 N. 204m Avenue Elkhorn, NE 68022 Ph: 402-289-1888 Fax: 402-289-1861 SEMAAN ENGINEERING SOLUTIONS 45 ft FWT Monopole Structural Analysis Prepared for: T -Mobile USA 12920 SE 38th Street Bellevue, WA 98006 Site: DN02052A 1 Bair Ranch / Nextel Glenwood Springs, CO f -J6f ��949 September 7, 2005 Ms. Rochelle Owen T Mobile USA 12920 SE 38th Street Bellevue, WA 98006 Re: Site Number DN02052A — Bair Ranch. Glenwood Springs, CO Dear Ms. Owen: We have completed the structural analysis for the existing monopole, located at the above referenced site. The purpose of this analysis is to determine that the existing monopole design is in conformance with the EIA/TIA-222-F standard and Iocal building codes for the proposed antennae loads installation. Refer to the Review and Recommendations section at the end of this report for the analysis results. Description of Structure: The structure is a 45 ft FWT Monopole. Refer to FWT job #20589001 dated February 21, 2000 for a detailed description of the structure. Method of analysis: The tower was analyzed using Semaan Engineering Solutions' software suite for communication structures. The structural analysis is performed using the SAPS finite element engine. The method is 3D, non-linear, which accounts for the second order geometric effects due to the displacements. It also treats guys as exact cable elements and therefore is ideal for guyed towers. The analysis was performed in conformance with EIA/TIA-222-F and Iocal building codes for a basic wind speed of 80 mph and 1/2" radial ice with reduced wind speed. Wind is applied to the structure, accessories and antennas. • Page 2 Structure loading: Per the loading sheet supplied, the analysis was performed using the following loading: (Proposed loading in bold) Elev. (ft) Qty Antennas and Mounts Coax Owner 45.0 12 Allgon 7200.01 On (3) T -Arms (12) 718" (Inside) (12) 7/8" (Outside) T -Mobile 40.0 1 4 ft HP Dish (1) 718 33.0 8 DB876G45AXY On (3) T -Arms (8)1 (Outside) Nextel All new access holes shall be reinforced with welded rims that are compatible with the pole and to be sized and supplied by pole manufacturer. All transmission lines running outside of the pole shall be strapped tightly to the outside of the pole shaft. Results of Analysis: Refer to the attached Computer Summary sheets for detailed analysis results. Structure: The existing monopole is structurally capable of supporting the existing and proposed antennas. The maximum structure usage is: 56.3%. Foundation: Pole Reactions Original Design Reactions Current Analysis Reactions % Of Design Moment (ft -kips) 431.00 243.86 56.6 Shear (kips) 12.50 7.07 56.6 The analysis reactions are less than the design reactions therefore no foundation modifications are required. Review and Recommendations: Based on the analysis results, the existing structure meets the requirements per the EIA'TIA-222-F standards for a basic wind speed of 80 mph and 112" radial ice with reduced wind speed. • Page 3 SEMAAN ENGINEERING SOLUTIONS 1047 N.204in Avenue Elkhorn, NE 68022 Phone: 402.289.1888 Fax: 402-289-1861 Copyright Semaan Engineering Solutions, inc 42'-6" 42'-6" 33'-0" 19'-0" 0'0" 26'-0" 114" Thick (65 KSI) 30" 19-0" 1/4E' Thiek (65 KSI) Job Information Pole : DN02052A Description : Client : T -Mobile USA -WA Location : Bair Ranch, Glenwood Springs, CO Type : 18 Sides Base Elev (ft): 0.00 Height :(ft) 42.50 Taper: 0.270235 (inlft) Sections Properties Diameter (in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section (ft) Top Bottom (in) Type (in) (in/ft) (ksi) 1 19.000 17.85 22.98 0.250 0.000 0.270235 65 2 26.000 12.00 19.02 0.250 Slip Joint 30.000 0.270235 65 Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Qty Description 42.500 42.500 40.000 33.000 33.000 45.000 12 Aligon 7200.01 42.500 3 T -Arms 40.000 1 4 ft HP Dish 33.000 3 T -Arms 33.000 8 DB876G45A-XY Linear Appurtenance Elev (ft) Exposed From To Description To Wind 0.000 33.000 1 518" Coax 0.000 42.500 718" Coax Yes Yes Dish Deflections Load Case Attach Translation Rotation Elev (ft) (in) (deg) Twist/Sway TwistlSway Wind Speed = 50.00 mph w1 No Ice 40.000 3.42 -0.707 Reactions Load Case Moment (Kip -ft) Shear (Kips) Axial (Kips) 80.00 mph Wind wl No ice 243.859 7.074 -4.826 69.28 mph Wind wl 0.50 in ice 217.409 6.329 -7.478 50.00 mph Wind w/ No Ice 95.273 2.763 -4.841 Load Case: No Ice • 42.500- 40.000- 35.000- 33.000- 30.000- 25.000- 20.000- 19.000- 16.500- 15.000- 10.000- 5.000- 0.000 2.94 7.94 12.94 17.94 22.94 27.94 32.94 37.94 42.94 47.94 Stresses (ksi) 4.30 8.46 18.17 21..53 22.06 24.57 27.02 28.33 29.29 52 52 :52 j Pole : Location: Height : Shape : Base Dia : Taper: DN02052A T -Mobile USA -WA Bair Ranch, Glenwood Springs, CO 42.50 (ft) Base Elev : 0.000 (ft) 18 Sides 22.98 (in) Top Dia : 12.00 (in) 0.270235 (in/ft) ANN Copyright Seaman Engineering Solutions, Inc Y 917/20051:06:28 PM Page: 1 X Shaft Section Properties Slip Sect Length Thick Py Joint Joint Weight Num (ft) (in) (ksi) Type Len (in) (Ib) 1 19.000 0.2500 65 0.00 1,035 2 26.000 0.2500 65 Slip Joint 30.00 1,071 Shaft Weight 2,106 Discrete Appurtenance Properties Attach Fitt' (ft) 42.50 42.50 40.00 33.00 33.00 Description Allgon 7200.01 T -Arms 4 ft HP Dish T -Arms DB876G45A-XY Totals Bottom Top Dia Elev Area Ix Wit Dlt Dia Elev Area lx Wit Dlt Taper (in) (ft) (sain) (in^4) Ratio Ratio (in) (ft) (sqin) (in^4) Ratio Ratio (inlft) 22,98 0.000 18.04 1178.0 14.80 91.94 17.85 19.00 13.97 546.6 11.18 71.40 0.27024 19.02 16.50 14.90 663.6 12.01 76.10 12.00 42.50 9.32 162.6 7.05 48.00 0.27024 No Ice Ice Distance Vert Weight CaAa CaAa Weight CaAa CaAa From Face XAngie Ecc Qty (lb) (sf) Factor (Ib) (sf) Factor (ft) (deg) (ft) 12 13.20 4.640 1.00 31.00 5.300 1.00 0.000 0.00 2.500 3 258.00 10.670 0.67 336.00 14.200 0.67 0.000 0.00 0.000 1 170.00 15.860 1.00 280.00 16.520 1.00 0.000 0.00 0.000 3 336.00 10.540 0.67 412.00 14.460 0.67 0.000 0.00 0.000 8 13.50 8.750 1.00 59.30 9.580 1.00 0.000 0.00 0.000 27 2218.40 3370.40 Number of Loadings : 5 Linear Appurtenance Properties Elev Elev From To (ft) (u) Description - No Ice - Weight CaAa (ib/ft) (sflft) - Ice Weight CaAa (lb/ft) (sflft) Exposed To Wind 0.00 33.00 (8) 1 518" Coax 0.00 42.50 (12) 718" Coax 8.00 0.40 6.00 0.22 Total Weight 519.00 (lb) 24.00 18.00 1,557.00 (lb) 0.60 0.42 Y Y Pole: DN02052A T -Mobile USA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Eiev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Top Dia : 12.00 (in) Taper : 0.270235 (inlft) Copyright Semaan Engineering Solutions, Mc 9!7!20051:06:28 PM Page: 2 7A Segment Properties (Max Len : 5 ft) Seg Elen Thick Dia (ft) Description (in) (in) Area Ix Wit Dit Fy Fb Weight (in02) (in^4) Ratio Ratio (ksi) (ksi) (lb) 0.00 0.2500 22.985 18.039 1,178.0 14.80 91.94 65 52 0.0 5.00 0.2500 21.634 16.967 980.2 13.85 86.53 65 52 297.8 10.00 0.2500 20.282 15.895 805.9 12.89 81.13 65 52 279.6 15.00 0.2500 18.931 14.823 653.6 11.94 75.73 65 52 261.3 16.50 Bot - Section 2 0.2500 18.526 14.501 612.0 11.66 74.10 65 52 74.8 19.00 Top - Section 1 0.2500 18.350 14.362 594.5 11.53 73.40 65 52 245.5 20.00 0.2600 18.080 14.148 568.3 11.34 72.32 65 52 48.5 25.00 0.2500 16.729 13.076 448.6 10.39 66.92 65 52 231.6 30.00 0.2500 15.378 12.003 347.1 9.44 61.51 65 52 213.3 33.00 0.2500 14.567 11.360 294.2 8.86 58.27 65 52 119.3 35.00 0.2500 14.027 10.931 262.1 8.48 56.11 65 52 75.9 40.00 0.2500 12.675 9.859 192.3 7.53 50.70 65 52 176.9 42.50 0.2500 12.000 9.323 162.6 7.05 48.00 65 52 81.6 2,106.1 Pole: DN02052A T-Mobile USA-WA Copyright SamaanEngineering Sciotlons,lnc Location: Bair Ranch, Glenwood Springs, CO 917/20051:06:28 PM Height : 42.50 (ft) Base Elev : 0.000 (ft) Page: 3 Shape : 18 Sides Base Dia : 22.98 (in) Top Dia : 12.00 (in) r--q Taper: 0.270235 (in/ft) X Load Case: No Ice 80 mph - No ice Gust Response Factor : 1.69 Effective Wind Speed : 80.00 (mph) Dead Load Factor: 1.00 Wind Load Factor : 1.00 15 Iterations Shaft Forces Seg Top Wind Wind Elev qz qzGh C Tributary Aa CfAa Force X Force Z Weight (ft) Description Kz (psf) (psi) (mph -ft) Cf (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 5.00 10.00 15.00 16.50 Bot - Section 2 19.00 Top - Section 1 20.00 25.00 30.00 33.00 Appertunance(s) 35.00 40.00 Appertunance(s) 42.50 Appertunance(s) 1.00 16.38 27.68 153.23 0.650 0.00 0.000 0.000 0.00 0.00 0.0 1.00 16.38 27.68 144.22 0.650 5.00 9.296 6.042 167.30 0.00 297.8 1.00 16.38 27.68 135.22 0.650 5.00 8.733 5.676 157.17 0.00 279.6 1.00 16.38 27.68 126.21 0.650 5.00 8.170 5.310 147.03 0.00 261.3 1.00 16.38 27.68 123.51 0.650 1.50 2.341 1.522 42.13 0.00 74.8 1.00 16.38 27.68 119.00 0.650 2.50 3.893 2.531 70.07 0.00 245.5 1.00 16.38 27.68 120.53 0.650 1.00 1.518 0.987 27.32 0.00 48.5 1.00 16.38 27.68 111.53 0.650 5.00 7.252 4.714 130.52 0.00 231.6 1.00 16.38 27.68 102.52 0.650 5.00 6.689 4.348 120.39 0.00 213.3 1,00 16,38 27.68 97.11 0.650 3.00 3.743 2.433 67.37 0.00 119.3 1.01 16.66 28.15 94.30 0.650 2.00 2.383 1.549 43.61 0.00 75.9 1.05 17.31 29.25 86.86 0.650 5.00 5.563 3.616 105.78 0.00 176.9 1.07 17.61 29.76 82.94 0.650 2.50 2.570 1.671 49.73 0.00 81.6 Totals: 42.50 1,128.41 0.00 2,106.1 Pole: DN02052A T -Mobile USA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Elev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Top Dia : 12.00 (in) Taper : 0.270235 (in/ft) Copyright Semaan Engineering Solutions, Inc Y 917120061:06:28 PM Page: 4 zzr------% Load Case: No Ice 80 mph - No Ice Gust Response Factor : 1,69 Dead Load Factor: 1.00 Wind Load Factor : 1.00 Effective Wind Speed : 80.00 (mph) 15 iterations Discrete Appurtenance Forces Elev (ft) Description 33.00 T -Arms 33.00 DB876G45A-XY 40.00 4 ft HP Dish 42.50 Aligon 7200.01 42.50 T -Arms Total Horiz Vert Wind Wind Mom Mom Mom qz qzGh t:aAa CaAa Ecc Ecc X Angle Force X Force Z X Y Z Weight Qty (psf) (psf) (sf) Factor (ft) (ft) (deg) (Ib) (Ib) (Ib -ft) (Ib -ft) (lb -ft) (Ib) 3 16.38 27.68 21.090 0.667 0.000 0.0 0.0 583.96 0.00 0.00 0.00 0.00 1008.0 8 16.38 27.68 70.000 1.000 0.000 0.0 0.0 1938.23 0.00 0.00 0.00 0.00 108.0 1 17.31 29.25 15.860 1.000 0.000 0.0 0.0 463.96 0.00 0.00 0.00 0.00 170.0 12 17.90 30.25 55.680 1.000 0.000 2.5 0.0 1684.58 0.00 0.00 0.00 4211.45 158.4 3 17.61 29.76 21.351 0.667 0.000 0.0 0.0 635.49 0.00 0.00 0.00 0.00 774.0 5,306.22 0.00 2,218.4 Pole: DN02052A T -Mobile USA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Elev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Top Dia : 12.00 (in) Taper : 0.270235 (in/ft) Copyright Semen Engineering Saluilons, Inc 917/20051:06:28 PM Page: 5 7/ x Load Case: No Ice Gust Response Factor : 1.69 Dead Load Factor: 1.00 Wind Load Factor : 1.00 80 mph - No Ice 15 Iterations Effective Wind Speed : 80.00 (mph) Linear Appurtenance Forces Seg Elev (ft) Description Applied Wind Wind Exposed Length Weight CaAa qz Force X Force Z To Wind (ft) (Iblft) (sflft) (psf) (Ib) (Ib) Weight (Ib) 5.00 1 5/8" Coax Yes 5.00 8.00 0.40 16.384 55.38 0.00 5.00 7/8" Coax Yes 5.00 6.00 0.22 16.384 30.46 0.00 10.00 1 5/8" Coax Yes 5.00 8.00 0.40 16.384 55.38 0.00 10.00 7/8" Coax Yes 5.00 6.00 0.22 16.384 30.46 0.00 15.00 1 518" Coax Yes 5.00 8.00 0.40 16.384 55.38 0.00 15.00 718" Coax Yes 5.00 6.00 0.22 16.384 30.46 0.00 16.50 1 518" Coax Yes 1.50 8.00 0.40 16.384 16.61 0.00 16.50 718" Coax Yes 1.50 6.00 0,22 16.384 9.14 0.00 19.00 1 518" Coax Yes 2.50 8.00 0.40 16.384 27.69 0.00 19.00 7/8" Coax Yes 2.50 6.00 0.22 16.384 15.23 0.00 20.00 1 518" Coax Yes 1.00 8.00 0.40 16.384 11.08 0.00 20.00 718" Coax Yes 1.00 6.00 0.22 16.384 6.09 0.00 25.00 1 518" Coax Yes 5.00 8.00 0.40 16.384 55.38 0.00 25.00 7/8" Coax Yes 5.00 6.00 0.22 16.384 30.46 0.00 30.00 1 518" Coax Yes 5.00 8.00 0.40 16.384 55.38 0.00 30.00 7/8" Coax Yes 5.00 6.00 0.22 16.384 30.46 0.00 33.00 1 5/8" Coax Yes 3.00 8.00 0.40 16.384 33.23 0.00 33.00 7/8" Coax Yes 3.00 6.00 0.22 16.384 18.27 0.00 35.00 718" Coax Yes 2.00 6.00 0.22 16.662 12.39 0.00 40.00 718" Coax Yes 5.00 6.00 0.22 17.310 32.18 0.00 42.50 7/8" Coax Yes 2.50 6.00 0.22 17.612 16.37 0.00 Totals: 627.46 0.00 40.00 30.00 40.00 30.00 40.00 30.00 12.00 9.00 20.00 15.00 8.00 6.00 40.00 30.00 40.00 30.00 24.00 18.00 12.00 30.00 15.00 519.0 Pole : DN02052A T -Mobile USA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Elev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Top Dia : 12.00 (in) Taper : 0.270235 (in/ft) Copyright Semaan Engineering Solutions, Inc Y 9/7/20051:06:28 PM Page: 6 A X Load Case: No Ice Gust Response Factor : 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 80 mph - No Ice 15 Iterations Effective Wind Speed : 80.00 (mph) Applied Forces Summary Seg X Z Lateral Axial Lateral Moment Torsion Moment Elev Coord Coord FX (-) FY (-) EZ MX MY MZ (ft) (ft) (ft) (lb) (Ib) (Ib) (Ib -ft) (Ib -ft) (Ib -ft) 0.00 0.00 5.00 0.00 10.00 0.00 15.00 0.00 16.50 0.00 19.00 0.00 20.00 0.00 25.00 0.00 30.00 0.00 33.00 0.00 35.00 0.00 40.00 0.00 42.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 253.13 243.00 232.87 67.88 112.99 44.49 216.35 206.22 2.641.06 56.00 601.91 2,386.17 0.00 367.80 349.56 331.32 95.84 280.54 62.51 301.59 283.35 1,277.25 87.85 376.86 1,028.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,211.45 Totals: 7,062.09 4,843.45 0.00 0.00 0.00 4,211.45 Pole: DN02052A T -Mobile USA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Elev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Taper : 0.270235 (inlft) Top Dia : 12.00 (in) Copyright Seinaan Engineering Solutions, Inc 9/712005 1:06:28 PM Page: 7 X Load Case` No Ice 80 mph - No Ice Gust Response Factor : 1.69 Effective Wind Speed : 80.00 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 15 Iterations Calculated Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX (-) FY (-) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) kips (ft -kips) (ft -kips (ft -kips) (in) (in) (In) (deg) 0,00 7.074 4.826 0.000 0.000 0.000 243.859 0.000 0.000 0.000 0.000 5.00 6.841 4.426 0.000 0.000 0.000 208.492 -0.148 0.000 0.148 -0.273 10.00 6.615 4.046 0.000 0.000 0.000 174.287 -0.586 0.000 0.586 -0.551 15.00 6.390 3.698 0.000 0.000 0.000 141.211 -1.315 0.000 1.315 -0.829 16.50 6.328 3.590 0.000 0.000 0.000 131.626 -1.590 0.000 1.590 -0.918 19.00 6.216 3.300 0.000 0.000 0.000 115.807 -2.111 0.000 2.111 -1.062 20.00 6.179 3.222 0.000 0.000 0.000 109.591 -2.340 0.000 2.340 -1.121 25.00 5.967 2.902 0.000 0.000 0.000 78.696 -3.645 0.000 3.645 -1.356 30.00 5.761 2.610 0.000 0.000 0.000 48.860 -5.182 0.000 5.182 -1.559 33.00 3.087 1.403 0.000 0.000 0.000 31.578 -6.195 0.000 6.195 -1.658 35.00 3.030 1.313 0.000 0.000 0.000 25.405 -6.902 0.000 6.902 -1.713 40.00 2.418 0.952 0.000 0.000 0.000 10.256 -8.754 0.000 8.754 -1.810 42.50 2.386 0.000 0.000 0.000 0.000 4.211 -9.710 0.000 9.710 -1.836 Pole: 0N02052A T -Mobile USA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Elev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Top Dia : 12.00 (in) Taper : 0.270235 (inlft) Copyright Semaan Engineering Solutions, Inc '1' 917/20051:06:28 PM Page: 8 a V X Load Case No Ice 80 mph - No Ice Gust Response Factor : 1.69 Effective Wind Speed : 80.00 (mph) Dead Load Factor: 1.00 Wind Load Factor : 1.00 15 Iterations Calculated Stresses Seg Applied Stresses Allowable Elev Axial (Y) Shear (X) Shear (2) Torsion Bending (X) Bending (2) Combined Stress (Fb) (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) 0.00 0.268 0.790 0.000 0.000 0.000 28.988 29.288 52,0 0.563 5.00 0.261 0.813 0.000 0.000 0.000 28.034 28.330 52.0 0.545 10.00 0.255 0.839 0.000 0.000 0.000 26.724 27.017 52,0 0.520 15.00 0.249 0.869 0.000 0.000 0.000 24.920 25.214 52.0 0.485 16.50 0.248 0.879 0.000 0.000 0.000 24.277 24.572 52.0 0.473 19.00 0.230 0.872 0.000 0.000 0.000 21.779 22.060 52.0 0.424 20.00 0.228 0.880 0.000 0.000 0.000 21.244 21.525 52.0 0.414 25.00 0.222 0.920 0.000 0.000 0.000 17.879 18.171 52.0 0.350 30.00 0.217 0.967 0.000 0.000 0.000 13.190 13.511 52.0 0.260 33.00 0.124 0.548 0.000 0.000 0.000 9.526 9.696 52.0 0.187 35.00 0.120 0.559 0.000 0.000 0.000 8.283 8.458 52.0 0.163 40.00 0.097 0.494 0.000 0.000 0.000 4.118 4.301 52.0 0.083 42.50 0.000 0.516 0.000 0.000 0.000 1.893 2.094 52.0 0.040 Stress Ratio Pole : DN02052A T -Mobile USA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Elev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Taper : 0.270235 (in/ft) Top Dia : 12.00 (in) Copyright Semean Engineering Solutions, lea 9/7120051:06:28 PM Page: 9 X Load Case', ice 80 mph - With ice - Ice Thickness = 0.5 in Gust Response Factor : 1.69 Effective Wind Speed : 69.28 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 15 Iterations Shaft Forces Seg Top Etev (ft) Description Wind Wind qz qzGh C Tributary Aa CfAa Force X Force Z Weight Kz (psf) (psf) (mph -ft) Cf (ft) (sf) (sf) (ib) (Ib) (Ib) 0.00 1.00 12.28 20.76 132.70 0.650 0.00 0.000 0.000 0.00 0.00 0.0 5.00 1.00 12.28 20.76 124.90 0.650 5.00 9.712 6.313 131.09 0.00 366.1 10.00 1.00 12.28 20.76 117.10 0.650 5.00 9.149 5.947 123.49 0.00 343.7 15.00 1.00 12.28 20.76 109.30 0.650 5.00 8.586 5.581 115.89 0.00 321.3 16.50 Bot - Section 2 1.00 12.28 20.76 106.96 0.650 1.50 2.466 1.603 33,29 0.00 92.5 19.00 Top - Section 1 1.00 12.28 20.76 103.06 0.650 2.50 4.102 2.666 55.36 0.00 274.6 20.00 1.00 12.28 20.76 104.38 0.650 1.00 1.601 1.041 21.61 0.00 60.0 25.00 1.00 12.28 20.76 96.58 0.650 5.00 7.669 4.985 103.51 0.00 284.8 30.00 1.00 12.28 20.76 88.78 0.650 5.00 7.106 4.619 95.91 0.00 262.3 33.00 Appertunance(s) 1.00 12.28 20.76 84.10 0.650 3.00 3.993 2.596 53.90 0.00 147.1 35.00 1.01 12.49 21.11 81.66 0.650 2.00 2.549 1.657 35.00 0.00 93.8 40.00 Appertunance(s) 1.05 12.98 21.93 75.22 0.650 5.00 5.980 3.887 85.27 0.00 217.5 42.50 Appertunance(s) 1.07 13.20 22.32 71.83 0.650 2.50 2.779 1.806 40.32 0.00 100.9 Totals: 42.50 894.63 0.00 2,564.5 Pole: DN02052A T -Mobile LISA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Elegy : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Taper : 0.270235 (in/ft) Top Dia : 12.00 (in) Copyright Semaan Engineering Solutions, Inc 9!7120051:06:28 PM Page: 10 t/ X Load Case: ice Gust Response Factor : 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 80 mph - With ice - Ice Thickness = 0.5 in 15 Iterations Effective Wind Speed : 69.28 (mph) Discrete Appurtenance Forces Eiev (ft) Description 33.00 T -Arms 33.00 DB876G45A-XY 40.00 4 ft HP Dish 42.50 Allgon 7200.01 42.50 T -Arms Total Horiz Vert Wind Wind Mom Mom Mom qz gzGh eaaa CaAa Ecc Ecc X Angle Force X Force Z X Y Z Weight Qty (psf) (psf) (sf) Factor (ft) (ft) (deg) (lb) (lb) (Ib -ft) (lb -ft) (lb -ft) (lb) 3 12.28 20.76 28.934 0.667 0.000 0.0 0.0 600.84 0.00 0.00 0.00 0.00 1236.0 8 12.28 20.76 76.640 1.000 0.000 0.0 0.0 1591.47 0.00 0.00 0.00 0.00 474.4 1 12.98 21.93 16.520 1.000 0.000 0.0 0.0 362.43 0.00 0.00 0.00 0.00 280.0 12 13.42 22.69 63.600 1.000 0.000 2.5 0.0 1443.06 0.00 0.00 0.00 3607.65 372.0 3 13.20 22.32 28.414 0.667 0.000 0.0 0.0 634.26 0.00 0.00 0.00 0.00 1008.0 4,632.06 0.00 3,370.4 Pole: DN02052A T -Mobile USA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Elev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Top Dia : 12.00 (in) Taper : 0.270235 (inlft) Copyright Somaan Engineering Solutions, Inc 9/712005 1:06:28 PM Page: 11 7// X Load Case: Ice Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 80 mph - With ice - Ice Thickness = 0.5 in 15 Iterations Effective Wind Speed : 69.28 (mph) Linear Appurtenance Forces Seg Elev (ft) Description Applied Wind Wind Exposed Length Weight CaAa qz ForceX ForceZ To Wind (ft) (Ib/ft) (sflft) (psf) (Ib) (lb) Weight (Ib) 5.00 1 518" Coax Yes 5.00 24.00 0.60 12.287 62.30 0.00 120.00 5.00 7/8" Coax Yes 5.00 18.00 0.42 12.287 43.61 0.00 90.00 10.00 1 518" Coax Yes 5.00 24.00 0.60 12.287 62.30 0.00 120.00 10.00 7/8" Coax Yes 5.00 18.00 0.42 12.287 43.61 0.00 90.00 15.00 1 518" Coax Yes 5.00 24.00 0.60 12.287 62.30 0.00 120.00 15.00 7/8" Coax Yes 5.00 18.00 0.42 12.287 43.61 0.00 90.00 16.50 1 5/8" Coax Yes 1.50 24.00 0.60 12.287 18.69 0.00 36.00 16.50 7/8" Coax Yes 1.50 18.00 0.42 12.287 13.08 0.00 27.00 19.00 1 518" Coax Yes 2.50 24.00 0.60 12.287 31.15 0.00 60.00 19.00 718" Coax Yes 2.50 18.00 0.42 12.287 21.80 0.00 45.00 20.00 1 5/8" Coax Yes 1.00 24.00 0.60 12.287 12.46 0.00 24.00 20.00 7/8" Coax Yes 1.00 18.00 0.42 12.287 8.72 0.00 18.00 25.00 1 5/8" Coax Yes 5.00 24.00 0.60 12.287 62.30 0.00 120.00 25.00 7/8" Coax Yes 5.00 18.00 0.42 12.287 43.61 0.00 90.00 30.00 1 518" Coax Yes 5.00 24.00 0.60 12.287 62.30 0.00 120.00 30.00 7/8" Coax Yes 5.00 18.00 0.42 12.287 43.61 0.00 90.00 33.00 1 5/8" Coax Yes 3.00 24.00 0.60 12.287 37.38 0,00 72.00 33.00 7/8" Coax Yes 3.00 18.00 0.42 12.287 26.16 0.00 54.00 35.00 718" Coax Yes 2.00 18.00 0.42 12.496 17.74 0.00 36.00 40.00 718" Coax Yes 5.00 18.00 0.42 12.982 46.07 0.00 90.00 42.50 7/8" Coax Yes 2.50 18.00 0.42 13.208 23.44 0.00 45.00 Totals: 786.22 0.00 1,557.0 Pole: DN02052A T -Mobile USA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Elev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Top Dia : 12.00 (in) Taper : 0.270235 (in/ft) Copyright Semaan Engineering Solutions, Mc 917/20051:06:28 pM Page: 12 X Load Case: Ice 80 mph - With lee - ice Thickness = 0.5 in Gust Response Factor : 1.69 Effective Wind Speed : 69.28 (mph) Dead Load Factor: 1.00 Wind Load Factor: 1.00 15 Iterations Applied Forces Summary Seg X Z Lateral Axial Lateral Moment Torsion Moment Elev Coord Coord FX (-) FY (-) FZ MX MY MZ (ft) (ft) (ft) (Ib) (Ib) (Ib) (lb -ft) (Ib -ft) (Ib -ft) 0.00 0.00 5.00 0.00 10.00 0.00 15.00 0.00 16.50 0.00 19.00 0.00 20.00 0.00 25.00 0.00 30.00 0.00 33.00 0.00 35.00 0.00 40.00 0.00 42.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 236.99 229.40 221.80 65.06 108.31 42.79 209.41 201.81 2,309.75 52.73 493.77 2,141.08 0.00 576.10 553.69 531.28 155.45 379.62 101.97 494.75 472.34 1,983.55 129.78 587.52 1,525.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,607.65 Totals: 6,312.90 7,491.93 0.00 0.00 0.00 3,607.65 Pole: DN02052A T -Mobile USA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Elev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Top Dia : 12.00 (in) Taper : 0.270235 (in/ft) Copyright Semaan Engineering Solutions, Inc Y 91712005 1:06:28 PM Page: 13 A X Load Case: Ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 80 mph - With Ice - ice Thickness = 0.5 in 15 Iterations Effective Wind Speed : 69.28 (mph) Calculated Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX (-) FY (-) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (in) (in) (in) (deg) 0.00 6.329 7.478 0.000 0.000 0.000 217.409 0.000 0.000 0.000 0.000 5.00 6.120 6.876 0.000 0.000 0.000 185.765 -0.132 0.000 0.132 -0.243 10.00 5.915 6.298 0.000 0.000 0.000 155.163 -0.522 0.000 0.522 -0.491 15.00 5.703 5.754 0.000 0.000 0.000 125.590 -1.172 0.000 1.172 -0.739 16.50 5.646 5.589 0.000 0.000 0.000 117.036 -1.417 0.000 1.417 -0.818 19.00 5.540 5.202 0.000 0.000 0.000 102.920 -1.880 0.000 1.880 -0.946 20.00 5.508 5.088 0.000 0.000 0.000 97.380 -2.084 0.000 2.084 -0.998 25.00 5.305 4.579 0.000 0.000 0.000 69.841 -3.246 0.000 3.246 -1.207 30.00 5.101 4.100 0.000 0.000 0.000 43.319 -4.613 0.000 4.613 -1.386 33.00 2.745 2.172 0.000 0.000 0.000 28.015 -5.514 0.000 5.514 -1.474 36.00 2.692 2.040 0.000 0.000 0.000 22.525 -6.143 0.000 6.143 -1.523 40.00 2.183 1.465 0.000 0.000 0.000 9.066 -7.790 0.000 7.790 -1.609 42.50 2.141 0.000 0.000 0.000 0.000 3.608 -8.639 0.000 8.639 -1.632 Pole: DN02052A T -Mobile USA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Elev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Taper : 0.270235 (inift) Top Dia : 12.00 (in) Copyright Semaan Engineering Solutions, Inc 917!20051:06:28 PM Page: 14 '' A 7/7 X Load Case: Ice 80 mph - With lee - Ice Thickness = 0.5 in 15 Iterations Gust Response Factor : 1.69 Dead Load Factor: 1.00 Wind Load Factor : 1.00 Effective Wind Speed : 69.28 (mph) Calculated Stresses Seg Applied Stresses Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) 0.00 0.415 0.707 0.000 0.000 0.000 25.844 26.287 52.0 5.00 0.405 0.727 0.000 0.000 0.000 24.978 25.415 52.0 10.00 0.396 0.750 0.000 0.000 0.000 23.792 24.223 52.0 15.00 0.388 0.775 0.000 0.000 0.000 22.163 22.591 52.0 16.50 0.385 0.785 0.000 0.000 0.000 21.586 22.014 52.0 19.00 0.362 0.777 0.000 0.000 0.000 19.355 19.763 52.0 20.00 0.360 0.785 0.000 0.000 0.000 18.877 19.284 52.0 25.00 0.350 0.818 0.000 0.000 0.000 15,868 16.279 52.0 30.00 0.342 0.857 0.000 0.000 0.000 11.694 12.127 52.0 33.00 0.191 0.487 0.000 0.000 0.000 8.451 8.683 52.0 35.00 0.187 0.496 0.000 0.000 0.000 7.343 7.579 52.0 40.00 0.149 0.446 0.000 0.000 0.000 3.641 3.867 52.0 42.50 0.000 0.463 0.000 0.000 0.000 1.622 1.809 52.0 Stress Ratio 0.506 0.489 0.466 0.435 0.424 0.380 0.371 0.313 0.233 0.167 0.146 0.074 0.035 Pole: DN02052A T -Mobile USA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Elev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Top Dia : 12.00 (in) Taper : 0.270235 (in/ft) Copyright Semen Engineering Solutions, Inc 917120051:08:28 PM Page: 15 X 7 Load Case: Twist/Sway 50 mph - No ice Gust Response Factor : 1.69 Effective Wind Speed : 50.00 (mph) Dead Load Factor: 1.00 Wind Load Factor : 1.00 15 iterations Shaft Forces Seg Top Elev (ft) Description 0.00 5.00 10.00 15.00 16.50 Bot - Section 2 19.00 Top - Section 1 20.00 25.00 30.00 33.00 Appertunance(s) 35.00 40.00 Appertunance(s) 42.50 Appertunance(s) Wind Wind qz qzGh C Tributary Aa CfAa Force X ForceZ Weight Kz (psf) (psf) (mph -ft) Cf (ft) (sf) (sf) (lb) (lb) (lb) 1.00 6.400 10.81 95.77 0.650 0.00 0.000 0.000 0.00 0.00 0.0 1.00 6.400 10.81 90.14 0.650 5.00 9.296 6.042 65.35 0.00 297.8 1.00 6.400 10.81 84.51 0.650 5.00 8.733 5.676 61.39 0.00 279.6 1.00 6.400 10.81 78.88 0.650 5.00 8.170 5.310 57.44 0.00 261.3 1,00 6.400 10.81 77.19 0.650 1.50 2.341 1.522 16.46 0.00 74.8 1.00 6.400 10.81 74.38 0.650 2.50 3.893 2.531 27,37 0.00 245.5 1.00 6.400 10.81 75.33 0.650 1.00 1.518 0.987 10.67 0.00 48.5 1.00 6.400 10.81 69.70 0.650 5.00 7.252 4.714 50.98 0.00 231.6 1.00 6.400 10.81 64.07 0.650 5.00 6.689 4.348 47.03 0.00 213.3 1.00 6.400 10.81 60.70 0.650 3.00 3.743 2.433 26.32 0.00 119.3 1.01 6.509 10.99 58.94 0.650 2.00 2.383 1.549 17.04 0.00 75.9 1.05 6.762 11.42 54.29 0.650 5.00 5.563 3.616 41.32 0.00 176.9 1.07 6.880 11.62 51.84 0.650 2.50 2.570 1.671 19.43 0.00 81.6 Totals: 42.50 440.79 0.00 2,106.1 Pole: DN02052A T -Mobile USA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Elev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Taper : 0.270235 (in/ft) Top Dia : 12.00 (in) Copyright Semen Engineering Solutions, Inc 917/2005 1:06:28 PM Page: 16 ..,___.----15.'p Z/ / X Load Case: TwistlSway 50 mph - No Ice 15 iterations Gust Response Factor : 1.69 Dead Load Factor: 1.00 Wind Load Factor : 1.00 Effective Wind Speed : 50.00 (mph) Discrete Appurtenance Forces Elev (ft) Description 33.00 T -Arms 33.00 DB876G45A-XY 40.00 4 ft HP Dish 42.50 Aligon 7200.01 42.50 T -Arms Total Horiz Vert Wind Wind Mom Mom Mom qz qzGh CaAa CaAa Ecc Ecc X Angle Force X Force Z X Y Z Weight Qty (psf) (psf) (sf) Factor (ft) (ft) (deg! (Ib) (Ib) (Ib -ft) (Ib -ft) (Ib -ft) (ib) 3 6.400 10.81 21.090 0.667 0.000 0.0 0.0 228.11 0.00 0.00 0.00 0.00 1008.0 8 6.400 10.81 70.000 1.000 0.000 0.0 0.0 757.12 0.00 0.00 0.00 0.00 108.0 1 6.762 11.42 15.860 1.000 0.000 0.0 0.0 181.23 0.00 0.00 0.00 0.00 170,0 12 6.993 11.81 55.680 1.000 0.000 2.5 0.0 658.04 0.00 0.00 0.00 1645.10 158.4 3 6.880 11.62 21.351 0.667 0.000 0.0 0.0 248.24 0.00 0.00 0.00 0.00 774.0 2,072.74 0.00 2,218.4 Pole: DN02052A T -Mobile USA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Elev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Taper : 0.270235 (inlft) Top Dia : 12.00 (in) Copyright Semaan Engineering Solutions, Inc 9/7/20051:06:28 PM Page: 17 X Load Case: Twist/Sway 50 mph - No Ice 15 Iterations Gust Response Factor : 1.69 Dead Load Factor: 1.00 Wind Load Factor : 1.00 Effective Wind Speed : 50.00 (mph) Linear Appurtenance Forces Seg Etev ifq Description Applied Wind Wind Exposed Length Weight CaAa qz ForceX Force Z To Wind (ft) (lblft) (sf/ft) (psf) (Ib) (Ib) Weight (Ib) 5.00 1 518" Coax Yes 5.00 8.00 0.40 6.400 21.63 0.00 40.00 5.00 7/8" Coax Yes 5.00 6.00 0.22 6.400 11.90 0.00 30.00 10.00 1 5/8" Coax Yes 5.00 8.00 0.40 6.400 21.63 0.00 40.00 10.00 7/8" Coax Yes 5.00 6.00 0.22 6.400 11.90 0.00 30.00 15.00 1 518" Coax Yes 5.00 8.00 0.40 6.400 21.63 0.00 40.00 15.00 7/8" Coax Yes 5.00 6.00 0.22 6.400 11.90 0.00 30.00 16.50 1 5/8" Coax Yes 1.50 8.00 0.40 6.400 6.49 0.00 12.00 16.50 7/8" Coax Yes 1.50 6.00 0.22 6.400 3.57 0.00 9.00 19.00 1 5/8" Coax Yes 2.50 8.00 0.40 6.400 10.82 0.00 20.00 19.00 7/8" Coax Yes 2.50 6.00 0.22 6.400 5.95 0.00 15.00 20.00 1 518" Coax Yes 1.00 8.00 0.40 6.400 4.33 0.00 8.00 20.00 7/8" Coax Yes 1.00 6.00 0.22 6.400 2.38 0.00 6.00 25.00 1 518" Coax Yes 5.00 8.00 0.40 6.400 21.63 0.00 40.00 25.00 7/8" Coax Yes 5.00 6.00 0.22 6.400 11.90 0.00 30.00 30.00 1 5/8" Coax Yes 5.00 8.00 0.40 6.400 21.63 0.00 40.00 30.00 7/8" Coax Yes 5.00 6.00 0.22 6.400 11.90 0.00 30.00 33.00 1 5/8" Coax Yes 3.00 8.00 0.40 6.400 12.98 0.00 24.00 33.00 7/8" Coax Yes 3.00 6.00 0.22 6.400 7.14 0.00 18.00 35.00 7/8" Coax Yes 2.00 6.00 0.22 6.509 4.84 0.00 12.00 40.00 718" Coax Yes 5.00 6.00 0.22 6.762 12.57 0.00 30.00 42.50 7/8" Coax Yes 2.50 6.00 0.22 6.880 6.39 0.00 15.00 Totals: 245.10 0.00 519.0 Pole: DN02052A T -Mobile USA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Elev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Top Dia : 12.00 (in) Taper : 0.270235 (inlft) Copyright Semaan Engineering Solutions, Inc 917120051:08:28 PM Page: 18 Load Case: Twist/Sway 50 mph - No Ice Gust Response Factor : 1.69 Effective Wind Speed : 50.00 (mph) Dead Load Factor: 1.00 Wind Load Factor : 1.00 15 iterations Applied Forces Summary Seg X Z Lateral Axial Lateral Moment Torsion Moment Elev Coord Coord FX (-) FY (-) FZ MX MY MZ (ft) (ft) (ft) (Ib) (Ib) (Ib) (Ib -ft) (Ib -ft) (Ib -ft) 0.00 0.00 5.00 0.00 10.00 0.00 15.00 0.00 16.50 0.00 19,00 0.00 20.00 0.00 25.00 0.00 30.00 0.00 33.00 0.00 35.00 0.00 40.00 0.00 42.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 98.88 94.92 90.96 26.52 44.14 17.38 84.51 80.56 1.031.66 21.88 235.12 932.10 0.00 367.80 349.56 331.32 95.84 280.54 62.51 301.59 283.35 1,277.25 87.85 376.86 1,028.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,645.10 Totals: 2,758.63 4,843.45 0.00 0.00 0.00 1,645.10 Pole : DN02052A T -Mobile USA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Eiev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Taper: 0.270235 (in/ft) Top Dia : 12.00 (in) Copyright Semen Engineering Solutions, !nc 9/7120051:06:29 PM Page: 19 A X Load Case. Twist/Sway 50 mph - No Ice 15 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Effective Wind Speed : 50.00 (mph) Calculated Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX (-) FY (-) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (in) (in) (in) (deg) 0.00 2.763 4.841 0.000 0.000 0.000 95.273 0.000 0.000 0.000 0.000 5.00 2.672 4.468 0.000 0.000 0.000 81.457 -0.058 0.000 0.058 -0.107 10.00 2.584 4.114 0.000 0.000 0.000 68.096 -0.229 0.000 0.229 -0.215 15.00 2.496 3.780 0.000 0.000 0.000 55.175 -0.514 0.000 0.514 -0.324 16.50 2.472 3.682 0.000 0.000 0.000 51.430 -0.621 0.000 0.621 -0.359 19.00 2.429 3.400 0.000 0.000 0.000 45.250 -0.825 0.000 0.825 -0.415 20.00 2.414 3.335 0.000 0.000 0.000 42.821 -0.914 0.000 0.914 -0.438 25.00 2.332 3.031 0.000 0.000 0.000 30.751 -1.424 0.000 1.424 -0.530 30.00 2.251 2,746 0.000 0.000 0.000 19.092 -2.025 0.000 2.025 -0.609 33.00 1.206 1.480 0.000 0.000 0.000 12.339 -2.421 0.000 2.421 -0.648 35.00 1.184 1.392 0.000 0.000 0.000 9.927 -2.697 0.000 2.697 -0.669 40.00 0.945 1.017 0.000 0.000 0.000 4.007 -3.421 0.000 3.421 -0.707 42.50 0.932 0.000 0.000 0.000 0.000 1.645 -3.794 0.000 3.794 -0.717 Pole: DN02052A T-Mobite LISA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Elev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Top Dia : 12.00 (in) Taper : 0.270235 (in/ft) Copyright Semaan Engineering Solutions, Inc 917/20051:06:29 PM Page: 20 Load Case: TwistlSway 50 mph - No Ice 15 iterations Gust Response Factor : 1.69 Dead Load Factor: 1.00 Wind Load Factor : 1.00 Effective Wind Speed : 50.00 (mph) Calculated Stresses Seg Applied Stresses Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) 0.00 0.268 0.309 0.000 0.000 0.000 11.325 11.606 52.0 5.00 0.263 0.317 0.000 0.000 0.000 10.953 11.230 52.0 10.00 0.259 0.328 0.000 0.000 0.000 10.441 10.715 52.0 15.00 0.255 0.339 0.000 0.000 0.000 9.737 10.009 52.0 16.50 0.254 0.344 0.000 0.000 0.000 9.486 9.758 52.0 19.00 0.237 0.341 0.000 0.000 0.000 8.510 8.766 52.0 20.00 0.236 0.344 0.000 0.000 0.000 8.301 8.557 52.0 25.00 0.232 0.359 0.000 0.000 0.000 6.986 7.245 52.0 30.00 0.229 0.378 0.000 0.000 0.000 5.154 5.422 52.0 33.00 0.130 0.214 0.000 0.000 0.000 3.722 3.870 52.0 35.00 0.127 0.218 0.000 0.000 0.000 3.236 3.385 52.0 40.00 0.103 0.193 0.000 0.000 0.000 1.609 1.745 52.0 42.50 0.000 0.201 0.000 0.000 0.000 0.740 0.818 52.0 Stress Ratio 0.223 0.216 0.206 0.193 0.188 0.169 0.165 0.139 0.104 0.074 0.065 0.034 0.016 Pole: DN02052A T -Mobile USA -WA Location: Bair Ranch, Glenwood Springs, CO Height : 42.50 (ft) Base Elev : 0.000 (ft) Shape : 18 Sides Base Dia : 22.98 (in) Taper : 0.270235 (in/ft) Top Dia : 12.00 (in) Copyright Semaan Engineering Solutions. Inc Y 9/7120051:06:29 PM Page: 21 Z/ X Load Case: No ice Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 80 mph - No Ice 15 Iterations Effective Wind Speed : 80.00 (mph) Analysis Summary Reactions Max Stresses Shear Shear Axial Moment Moment Moment Combined Allowable FX FZ FY MX MY MZ Stress Stress Elev Stress Load Case (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ksi) (ksi) (ft) Ratio No ice 7.074 0.000 4.826 0.000 0.000 243.859 29.288 52.0 0.000 0.563 Ice 6.329 0.000 7.478 0.000 0.000 217.409 26.287 52.0 0.000 0.506 Twist/Sway 2.763 0.000 4.841 0.000 0.000 95.273 11.606 52.0 0.000 0.223 Site: DN 2052A Market: Denver MTA SITE LEASE WITH OPTION THIS SITE LEASE WITH OPTION (this "Lease") is effective this day of i , 193, between James Craig Bair Ranch Co., a Colorado limited partnership ("Landlord"), and VoiceStream PCS II Corporation, a Delaware corporation ("Tenant"). 1. Option to Lease. (a) In consideration of the payment of gime (the "Option Fee") by Tenant to Landlord, Landlord hereby grants to Tenant an option to lease the use of a portion of the real property described in attached Exhibit A (the "Property"), on the terms and conditions set forth herein (the "Option"). The Option shall be for an initial term of 12 months, commencing on the date hereof and ending twelve (12) months from such date (the "Option Period"). The Option Period may be extended by Tenant for an additional 12 months upon written notice„ to. Landlord and payment of the sum offaM ("Additional Option Fee") at any time prior to the end of the Option Period. (b) During the Option Period and any extension thereof, and during the term of this Lease, Landlord agrees to cooperate with Tenant in obtaining, at Tenant's expense, all licenses and permits or authorizations required for Tenant's use of the Premises from all applicable government andfor regulatory entities (the "Governmental Approvals") including appointing Tenant as agent for all conditional --use permit applications and variance applications, and Landlord agrees to cooperate with and to allow Tenant, at no cost to Landlord, to obtain a title report, zoning approvals and variances, conditional -use permits, perform surveys, soil tests, and other engineering procedures or environmental investigations on, under and over the Property, necessary to determine that Tenant's use of the Premises will be compatible with Tenant's engineering specifications, system design, operations and Govermnental Approvals. During the Option. Period and any extension thereof, Tenant may exercise the Option by so notifying Landlord in writing, at Landlord's address in accordance with Section 12 hereof. (c) If Tenant exercises the Option, then, subject to the following terms and conditions, Landlord hereby leases to Tenant (the "Lease") the use of that certain portion of the Property sufficient for placement of Antenna Facilities (as defined below), together with, all necessary space and easements for access and utilities, as generally described and depicted in attached Exhibit B (collectively referred to hereinafter as the "Premises"). The Premises, Iocated at 66416 Highway 6 & 24 (street and address), City of Glenwood Springs, County of Garfield, State of Colorado (city, county, and state), comprises approximately Two Thousand Five Hundred (2,500) square feet. 2. Term. The initial term of this Lease shall be five years commencing on the date of delivery of Tenant's notice to exercise the Option pursuant to Section 1(b), above (the "Commencement Date"), and terminating at Midnight on the last day of the month in which the fifth annual anniversary of the Commencement Date shall hive occurred. 3. Permitted Use. The Premises may be used by Tenant for, among other things, the transmission and reception of radio communication signals and for the construction, maintenance, repair or replacement of related facilities, towers, antennas, equipment or buildings and related activities. Tenant shall obtain, at Tenant's expense, all Governmental Approvals and may (prior to or after the Commencement Date) obtain a title report, perform environmental and other surveys, soil tests, and other engineering procedures on, under and over the Property, necessary to determine that Tenant's use of the Premises will be compatible with Tenant's engineering specifications, system, design, operations and Governmental Approvals. Landlord agrees to reasonably cooperate with Tenant (at no cost to Landlord), where required, to perform such procedures or obtain Governmental Approvals. If necessary, Tenant has the right to immediately terminate this Lease if Tenant notifies Landlord of unacceptable results of any title report, governmental approvals, environmental survey or soil tests prior to Tenant's installation of the Antenna Facilities (as defined below) on the Premises. 4. Rent. (a) Tenant shall pay Landlord, as Rent, ("Rent"). Rent shall be payable in advance beginning on the ommenceznent Date for the remainder of the Month in which the Commencement Date falls and for the following month, and thereafter Rent will be payable monthly in advance on the fifth day of each month for the following month; to James Craig Bair Ranch, Co at Landlord's address specified in Section 12 below. For the purpose of this Lease, all references to "month" shall be deemed to refer to a calendar month. If the Commencement Date does not fall on the fifth day of the month, then Rent forthe period from the Commencement Date to the last day of the following month shall be prorated based on the actual number of days from the Commencement Date to the last day of the following month. (b) Rent shall be increased on each anniversary of the Commencement Date by an amount equal to four percent (4%) of the Rent in effect for the previous year. (c) If this Lease is terminated at a time other than on the last day of a month, Rent shall be prorated as of the date of termination for any reason other than a default by Tenant, and all prepaid Rent shall be refunded to Tenant. 5. Renewal. Tenant shall have the right to extend this Lease for five (5) additional, five-year terms ("Renewal Term"). Each Renewal Term shall be on the same terms and conditions as set forth herein, except that rent shall be increased annually by the percentage specified in Section 4 (b) above. This Lease shall automatically renew for each successive Renewal Term unless Tenant shall notify Landlord, in writing, of Tenant's intention not to renew this Lease, at least sixty (60) days prior to the expiration of the term or any Renewal Term. In the event Tenant assigns the Lease to a third party ("Third Party") and the Third Party notifies Landlord of their intent not to renew the Lease, Landlord shall immediately notify VoiceStream PCS II Corp. as provided for in Sec. 12, of the Third Party's non -renewal. Upon Landlord's notice, VoiceStream PCS II Corp. shall have the right to enter into a new lease with Landlord on terms identical to the terms of this Lease for the remaining unused portion of any Term (including all Renewal Terms) if not longer. VoiceStream PCS II Corp. shall give written notice to Landlord within thirty (30) days of Landlord's notice of the Third Party's non -renewal, if VoiceStream PCS II Corp. chooses to exercise such leasing right. If Tenant shall remain in possession of the Premises at the expiration of this Lease or any Renewal Term without a written agreement, such tenancy shall be deemed a month-to-month tenancy under the same terms and conditions of this Lease. 6, Interference. Tenant shall not Use the Premises in any way which interferes with the use of the Property by Landlord, or lessees or licensees of Landlord, with rights in the Property prior in time to Tenant's (subject to Tenant's rights under this Lease, including without limitation, non-interference). Similarly, Landlord shall not use, nor shall Landlord permit its tenants, licensees, employees, invitees or agents to use, any portion of the Property in any way which interferes with the operations .of Tenant. Such interference shall be deemed a material breach by the interfering party, who shall, upon written notice from the other, be responsible for terminating said interference. In`the event any such interference does not cease promptly, the parties acknowledge that continuing interference may cause irreparable injury and, therefore, the injured party shall have the eight, in addition to any other rights that it may have at law or in equity, to bring a court action to enjoin such interference or to terminate this Lease immediately upon written notice. 7. Improvements; Utilities; Access. (a) Tenant shall have the right, at its expense, to erect and maintain on the Premises improvements, personal property and facilities necessary to operate its system, including without limitation radio transmitting and,receiving antennas, and tower and bases, an electronic equipment shelter, and related cables and utility lines (collectively the "Antenna Facilities"). The Antenna Facilities shall be initially configured generally as set forth in Exhibit C. Tenant shall have the right to replace or upgrade the Antenna Facilities at any time during the term of this Lease. Tenant shall cause all construction to occur lien -free and in compliance with all applicable laws and ordinances. The Antenna Facilities shall remain the exclusive property of Tenant. Tenant shall have•the right to remove the Antenna Facilities upon termination of this Lease. (b) Tenant, at its expense,.>:znay use any and all appropriate means of restricting access to the Antenna Facilities, including, the construction of a fence within the Premises. (c) Tenant shall, at Tenant's expense, keep and maintain the Antenna Facilities now or hereafter located thereon in commercially reasonable condition and repair during the term of this Lease, normal wear and tear excepted. Upon termination of this Lease, the Premises shall be returned to Landlord in good, usable condition, normal wear and tear excepted. (d) Tenant shall have the right to install utilities, at Tenant's expense, and to improve the present utilities on the Premises (including, but not limited to the installation of emergency power generators). Tenant shall, Wherever practicable, install separate meters for utilities used on the Property. In the event separate Meters are not installed, Tenant shall pay the periodic charges for all utilities attributable to 'Tenant's use. Landlord shall diligently correct any variation, interruption or failure of utility service. (e) As partial consideration for Rent paid under this Lease, Landlord hereby grants Tenant an easement ("Easement") for ingress, egress, and access (including access as described in Section 1) to the Premises adequate to install and maintain utilities, which include, but are not limited to the installation of overhead or underground power and telephone service cable, and to service the Premises and the Antenna Facilities at all times during the term of this Lease or any Renewal Term. Such Easement location shall receive prior approval from Landlord on the final construction drawings. Such approval is not to be unreasonably delayed or withheld. Failure by Landlord to approve or suggest changes on drawings with in ten (10) business days from receipt of construction drawings shall be deemed approved by Landlord. Upon prior written notice, provided Tenant's :Antenna Facilities remain fully functional and continue to transmit at full power, Landlord shall have the right, at Landlord's sole expense, to relocate the Easement to Tenant, provided such new location shall not materially interfere with Tenant's operations. Any Easement provided hereunder shall have the same term as this Lease. (f) Tenant shall have 24-hours-awday, 7 -days -a -week access to the Premises with sufficient telephone notice, in order to receive entry gate code, at all times during the term of this Lease and any Renewal Term. (g) Landlord will have the .right to review and approve all construction drawings of the Antenna Facility prior to commencement of construction, which approval shall not be unreasonably withheld or delayed. 8. Termination. Except as otherwise provided herein, this Lease may be terminated, without any penalty or further liability as follows: (a) upon thirty (30) days written notice by Landlord for failure to cure a material default for payment of amounts due under this Lease within that thirty (30) day period; (b) upon thirty (30) days written notice by either party if the other party defaults and fails to cure or continence curing such default within that 30 -day period, or such longer period as may be required to diligently complete a cure commenced within that 30 -day period; (c) upon ninety (90) days written notice by Tenant, if it is unable to obtain, maintain, or otherwise forfeits or cancels az y " license, permit or Governmental Approval necessary to the installation and/or operation of the Antenna Facilities or Tenant's business; (d) upon ninety (90) days written notice by Tenant if the Property, Building or the Antenna Facilities are or become unacceptable under Tenant's design or engineering specifications for its Antenna Facilities or the communications system to which the Antenna Facilities belong; (e) upon ninety (90) days written notice by Tenant if Tenant determines, in its sole discretion, that it will be unable to use the Premises for any reason; (0 immediately upon written notice if the Premises or the Antenna Facilities are destroyed or damaged so as in Tenant's reasonable judgment to substantially and adversely affect the effective use of the Antenna Facilities. In such event, all rights and obligations of the parties shall cease as of the date of the dal age or destruction, and Tenant shall be entitled to the reimbursement of any Rent prepaid by 'tenant: If Tenant elects to continue this Lease, then all Rent shall abate until the Premises and/or Antenna Facilities are restored to the condition existing immediately prior to such daft age or destruction; or (g) at the time title of the Property transfers to a condemning authority, pursuant to a taking of all or a portion of the Property sufficient in Tenant's determination to render the Premises unsuitable for Tenant's use. Landlord and Tenant shall each be entitled to pursue their own separate awards with respect to such taking. Sale of all or part of the Property to a purchaser with the power of eminent domain in the face of the exercise of the power, shall be treated as a taking by condemnation. In the event Tenant assigns the Lease to a Third Party and the Third Party defaults on the Lease, Landlord shall give VoiceStream PCS II Corp. written notice following Sec. 12, concurrently when such notice of default is given to the Third Party. If the Third Party fails to cure such default as provided for in Sec. 8, VoiceStream PCS II Corp. shall have the right to and Landlord agrees to accept, either: i) VoiceStream PCS II Corp.'s cure of such default on behalf of the Third Party; and/or ii) VoiceStream PCS II Corp's entering into a new lease with Landlord on terms identical to the terms of this Lease for the remaining unused portion of any Term (including all Renewal Terms) if not longer. VoiceStream PCS II Corp. shall give written notice to Landlord within thirty (30) days of Landlord's notice of the Third Party's default, if VoiceStream PCS II Corp. chooses to exercise either right in this paragraph. 9. Taxes. Tenant shall pay any personal property taxes assessed on, or any portion of such taxes attributable to, the Antenna Facilities. Landlord shall pay when due all real property taxes and all other fees and assessments attributable to the Property. In the event that Landlord fails to pay said real property taxes, then Tenant shall have the right but not the obligation to pay said taxes and deduct them from Rent amounts due under this agreement. 10. Insurance and Subrogation. (a) Tenant will provide Commercial General Liability Insurance in an aggregate amount of $1,000,000 and name Landlord as an additional insured on the policy or policies. Tenant may satisfy this requirement by obtaining appropriate endorsement to any master policy of liability insurance Tenant may maintain. (b) Landlord and Tenant hereby mutually release each other (and their successors or assigns) from liability and waive all right of recovery against the other for any loss or damage covered by their respective first party property insurance policies for all perils insured thereunder. In the event of such insured loss, neither party's insurance company shall have a subrogated claim against the other. 11. Hold Harmless. Tenant agrees to hold Landlord harmless from claims arising from the installation, use, maintenance, repair or removal of the Antenna Facilities, except for claims arising from the negligence or intentional aets of Landlord, its employees, agents or independent contractors. 12. Notices. All notices, requests, demands and other communications hereunder shall be in writing and shall be deemed given if personally delivered or mailed, certified mail, return receipt requested, or sent by overnight carrier to the following addresses: If to Tenant, to: ' with a copy to: VoiceStream PCS II Corporation Attn: PCS Leasing Administrator 3650 1315` Ave. S.E., Suite 400 Bellevue, WA 98006 Phone: (425) 586-8700 Fax: (425) 586-8040 If to Landlord to: James Craig Bair Ranch 66416 Highway 6 Glenwood Springs, CO 81601 Phone: (970)945-7388 Fax: ( ) VoiceStream PCS II Corporation Attn: Legal Department 3650 131' Ave. S.E., Suite 400 Bellevue, WA 98006 Phone: (425) 586-8700 Fax: (425) 586-8040 with a copy to: 13. Quiet Enjoyment, Title and Authority. Landlord covenants and warrants to Tenant that (i) Landlord has full right, power and authority to execute this Lease; (ii) it has good and unencumbered title to the Property free and clear of any liens or mortgages, except those disclosed to Tenant which will not interfere with Tenant's rights to or use of the Premises; and (iii) execution and performance of this Lease will not violate any laws, ordinances, covenants, or the provisions of any mortgage, lease, or other agreement binding on Landlord. Landlord covenants that at all times during the term of this Lease, Tenant's quiet enjoyment of the Premises or any part thereof shall. not be disturbed as long as Tenant is not in default beyond any applicable grace or cure period. 14. Environmental Laws. Tenant represents, warrants and agrees that it will conduct its activities on the Property in compliance with all applicable Environmental Laws (as defined in attached Exhibit D). Landlord represents, warrants and agrees that it has in the past and will in the future conduct its activities on the Property in compliance with all applicable Environmental Laws and that the Property is •free of Hazardous Substance (as defined in attached Exhibit D) as of the date of this Lease. Landlord shall be responsible for, and , shall promptly conduct any investigation and remediation as required by any Environ nental` Laws or common law, of all spills or other releases of Hazardous Substance, not caused solely by Tenant, that have occurred or which may occur on the Property. Tenant agrees to defend, indemnify and' :hold Landlord harmless from and against any and all claims, causes of action, demands and liability including, but not limited to, damages, costs, expenses, assessments, penalties, fines, losses, judgments and attorney's fees that Landlord may suffer due to the existence or discovery of any Hazardous Substance on the Property or the migration of any Hazardous Substance to other properties or release into the environment arising solely from Tenant's activities .on the Property. Landlord agrees to defend, indemnify and hold Tenant harmless from and against any all claims, causes of action, demands and liability including, but not limited to, damages, costs, expenses, assessments, penalties, fines, l'os'ses, judgments and attorney's fees that Tenant may suffer due to the existence or discovery of 'any Hazardous Substance on the Property or the migration of any Hazardous Substance to other properties or released into the environment, that relate to or arise from Landlord's activities during this Lease and from all activities on the Property prior to the commencement of this Lease. The indemnifications in this section specifically include without limitation costs incurred in connection with any investigation of site conditions or any cleanup, remedial, removal or restoration work required by any governmental authority. 15. Assignment and Subleasing. Tenant nay assign this Lease upon written notice to Landlord. Upon such assigmxnent, Tenant shall he relieved of all liabilities and obligations hereunder and Landlord shall look solely to the -assignee for performance under this Lease and all obligations hereunder. Tenant may sublease,ajl,or part of the Premises, without Landlord's consent, only if such sublease is subject to the provisions of this Lease, and provided that each subtenant will enjoy all of the rights of Tenant Under this Lease. Tenant may from time to time grant r;to ; certain lenders selected by Tenant and its affiliates (the "Lenders") a lien on and security.ihterest in all assets and personal property of Tenant located on the Premises, including, but not limited to, all accounts receivable, inventory, goods, machinery and equipment owned by Tenant (the "Personal Property") as collateral security for the repayment of any indebtedness to the Lenders. The Lenders may, in connection with any foreclosure or other similar action relating to the Personal Property, enter upon the Premises (or permit their representatives to do so on their behalf) in order to implement a foreclosure or other action without liability to Landlord provided, however, that (i) rent is paid to Landlord during occupancy by or on behalf of the Lenders for any purpose, (ii) the Lenders pay for any damages causeC by' the Lenders or their representatives in removing the Personal Property from the Prenxises, and (iii) the Lenders otherwise comply with the terms of this Lease. Landlord hereby agrees to subordinate any security interest, lien, claim or other similar right, including, without; limitation, rights of levy or distraint for rent, Landlord may have in or on the Personal Property, whether arising by agreement or by law, to the liens and/or security interests in favor of the:tenders, whether currently existing or arising in the future. Nothing contained herein shall .be construed to grant a lien upon or security interest in any of Landlord's assets. To the:'extent required by the terms of this Lease, Landlord consents to any grant by Tenant to any Lenders of a lien on Tenant's leasehold interest in this Lease. In the event Landlord gi:ves;:Tenant any notice of default or termination of this Lease (or commences any legal process:.relating thereto), Landlord will endeavor to simultaneously give a duplicate copy thereof to. ,the: Lenders but shall incur no liability due to Landlord's failure to give such notice and the' failure to give such notice shall not limit Landlord's ability to exercise any remedies :'mailable to Landlord under this Agreement. Landlord agrees to accept performance on the part of any of the Lenders or their agents or representatives as though performed by Tenant to cure any default or condition for termination. The terms of this paragraph may not be modified, amended or terminated except in writing signed by the Lenders. 16. Successors and Assigns. This Lease shall run with the Property, and shall be binding upon and inure to the benefit of the parties, their respective successors, personal representatives and assigns. 17. Waiver of Landlord's Lien. Landlord hereby waives any and all lien rights it may have, statutory or otherwise, concerning the Antetma Facilities or any portion thereof which shall be deemed personal property for the purposes' bf.�hs Lease, regardless of whether or not the same is deemed real or personal property under, applicable laws, and Landlord gives Tenant and Mortgagee the right to remove all or any portionof;the same from time to time, whether before or after a default under this Lease, in Tenantaidlor Mortgagee's sole discretion and without Landlord's consent. 18. Miscellaneous. (a) The substantially prevailing party in any litigation arising hereunder shall be entitled to its reasonable attorneys' fees and court costs, including appeals, if any. (b) Each party agrees to furnish to the other, within ten (10) days after request, such truthful estoppel information as the other may reasonably request. (c) This Lease constitutes the: entire agreement and understanding of the parties, and supersedes all offers, negotiationsand other agreements. There are no representations or understandings of any kind,:riot 'set forth herein. Any amendments to this Lease must be in writing and executed by both patties. (d) If either party is represented ,:by a real estate broker in this transaction, that party shall be fully responsible for any fee due such broker, and shall hold the other party harmless from any claims for commission by such broker. (e) Each party agrees to cooperate with the other in executing any documents (including a Memorandum of Lease in substantially the form attached as Exhibit E) necessary to protect its rights or use of the Pieinises. The Memorandum of Lease may be recorded in place of this Lease, by either party . (f) This Lease shall be construed in accordance with the laws of the state in which the Property is located. (g) If any term of this Lease is found to be void or invalid, such invalidity shall not affect the remaining terms of this Lease, which shall continue in full force and effect. The parties intend that the provisions of this Lease be enforced to the fullest extent permitted by applicable law. Accordingly, the parties shall agree that if any provisions are deemed not enforceable, they shall be deemed modified to the extent necessary to make them enforceable. (h) The persons who have executed this Lease represent and warrant that they are duly authorized to execute this Lease in their individual or representative capacity as indicated. (i) The submission of this document for examination does not constitute an offer to lease or a reservation of or option for the Premises and shall become effective only upon execution by both Tenant and Landlord. (j) This Lease may be executed in any number of counterpart copies, each of which shall be deemed an original, but all of which together shall constitute a single instrument. (k) The parties understand and acknowledge that Exhibit A (the legal description of the Property), Exhibit B (the Premises location within the Property) and Exhibit C (the site plan) may be attached to this Lease in preliminary form. Accordingly,. the parties agree that upon the preparation of final,, more complete exhibits, Exhibits A, B and/or C, as the case may be, which may have been attached hereto in preliminary form, may be replaced by Lessee with such final, more complete exhibit(s). The Execution Date of this Lease is the ).a-4day of �,, , LANDLO #,. Jam- Craig Bair Ranch Co., 6 ,lanade :mited partnership TENANT: Vo. crt. eam PCS II C tion By: Its: Assistant Vice,President STATE OF _o %ate c r:, �� ) COUNTY OF � L) SS: On this 11--1.- day of ] f , 199 , before me personally appeared .. j a,-1„_�.., , known t he to be the of Janes Craig Bair Ranch Co., atolorado limited partnership, the Colorado limited partnership that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said James Craig Bair Ranch Co., for the uses and purposes therein mentioned, and on oath, stated that -, was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. STATE OF Fo to , c2c COUNTY OF SS: I\ OT PUBS . and for the-St�te o Colorado. My commission expires 9- / 1 -cr 2_,..... , On this j2! ` day of , 199°( , before me personally appeared -ti- cLA...4_ , known to to be the e -1... v� . - of James Craig Bair Ranch Co., a Colorado limited partnership; ..i.e Colorado limited partnership that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said James Craig .Bair Ranch Co., for the uses and purposes therein mentioned, and on oath, stated that ) ----a-- was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. /IAA. _.� '.17.7 NOTA" Y PUB It in and for the(State of Coloras e My commission expireSCT-//-6' 7 STATE OF WASHINGTON) SS: COUNTY OF KING On this say of , 1991 , before JJersonaIly appeared , known o me to .be the of VoiceStream PCS II Corporation, the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act ad deed of said corporation for the uses and purposes therein mentioned, and on oath, stated that was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. � �i4dsrfJ.N4TAIR,i' P : in ai�+�or the State of hington. =mission expires EXHIBIT A. Legal Description To the Site Lease with Option dated al -1 r , between James Craig Bair Ranch Co., a Colorado limited partnership , as Larilord, and VoiceStream PCS I[ Corporation, as Tenant. T5S, R87W, 6th Palle Section 15: Tract 39; Tract 40B; Tract 41; Lot 16 Section 22: Tract 43; Lots 2, 3, .4, 5, 6, 7 and 8; 'W1/2W1/2; SE 4 W 4 Section 27: NI NI; SIANWT,4; NI SWIia; SWi4SW1 EXCEPT AND EXCLUDING from Sections 22 and 27, that part located EAST of a line coincident with the top of lice Ridge. (The excluded portion consists of approximately 40 acres, more or less.) TOGETHER WITH any and all other property located in said Sections 15, 22 and 27, in which Grantor may have an Merest, EXCEPT AND EXCLUDING ALWAYS Haat part of Sections 22 and 27, located EAST of a line coincident with the -top -of Ike -Ridge. EMBEIT B Premises Location Within the Property To the Site Lease with Option dated ALL' it 99 , between James Craig Bair Ranch Co., a Colorado limited partnership, as Landlord, and VoiceStream PCS 11 Corporation, as Tenant. The location of the Premises within the Property is more particularly described and depicted as follows: EXHIBIT C Site Plan To the Site Lease with Option dated , between James Craig Bair Ranch Co., a Colorado .limited partnership, as Mord, and VoiceStream PCS II Corporation, as Tenant. Site Plan and Equipment oLL EXHIBIT D Environmental Laws To the Site Tease with Option dated i (1 , between James Craig Bair Ranch Co., a Colorado limited partnership, as Lan'lord, and VoiceStream PCS II Corporation, as Tenant. As used in this Lease; "Environmental Laws" means all federal, state and local environmental laws, rules, regulations, ordinances, judicial or administrative decrees, orders, 'decisions, authorizations or permits, including, but not limited to, the Resource Conservation and Recovery Act, 42 U.S.C. §§ 6901, et seq., the Clean Air Act, 42 U.S.C. §§ 7401, et seq., the Federal Water Pollution Control Act, 33 U.S.C. §§ 1251, et ,sea., the Emergency Planning and Community Right to Know Act, 42 U.S.C. §§ 1101, et seq., the Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C. §§ 9601, et sec,.,, the Toxic Substances Control Act, 15 U.S.C. §§ 2601, et seq., the Oil Pollution Control Act; 33 U.S.C. §§ 2701, et seq,,, the Hazardous Materials Transportation Act, 49 U.S.C. §§ 1801 et seq.., the Safe Drinking Vater Act, 42 U.S.C. §§ 300f through §§ 300f, and state laws, or any other comparable local, state or federal statute or ordinance pertaining to the environment or natural resources and all regulations pertaining thereto. As used in this Lease, "Hazardous Substance" means any hazardous substances as defined by the Comprehensive Environmental Response, Compensation and Liability Act, as amended from time to time; any hazardous waste as defined by the Resource Conservation and Recovery Act of 1976, as amended from time to time; any and all material or substance defined as hazardous pursuant to any federal, state or local laws or regulations or order; and any substance which is or becomes regulated by any federal, state or local governmental authority; any oil, petroleum products and their by-products. oLb EXHIBIT E Memorandum of Lease To the Site Lease with. Option dated , 19 9 , between Jaanes Craig Bair Ranch Co., a Colorado limited partnership, as La lord, and VoiceStream PCS II Corporation, as Tenant. After recording, please return to: Site Identification: DN2052-A Market: Denver VoiceStream PCS 11 Corporation Attn: PCS Leasing Administrator 3650 131" Ave. S.E., Suite 400 Bellevue, WA 98006 Phone: (425) 586-8700 Fax: (425) 586-8040 Memorandum of Lease Between James Craig Bair Ranch Co., a Colorado limited partnership ("Landlord") and VoiceStream PCS I1 Corporation ("Tenant") A Site Lease with Option between James Craig Bair Ranch Co., a Colorado limited partnership("Landlord") and VoiceStream PCS II Corporation ("Tenant") was made regarding the following premises: See attached Exhibit A The date of execution of the Site Lease with Option was I . Subject Lease is for a term of five (5) years and will comzence on the Commencement Date outlined in the notice to exercise provided to the Landlord and shall terminate at midnight on the last day of the month in which the 5th anniversary of the Commencement Date shall have occurred. Tenant shall have the right to extend this Lease for five additional five year terms. IN WITNESS 'WHEREOF, the parties hereto have respectively executed this memorandum this ) day of Y-Y\ems , 199.L. iT Its: LANDLO James Cr. ' Bair Ranch Co., a DIMSL TENANT: Voice By: Its: Assistant Vinc -pre ? '.'t ado limiter. i >tnersh STATE OF 0 /. cc. ) /et ) sss: COUNTY OF (��,�. On this 1 -±day of ) c , 199c/ , before me personally appeared t. oA,-? .A C-A.4,..�'LoLtA. , known to e to be the C of James Craig Bair Ranch Co., , Colorado limited partnership, the Colorado limited partnership that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said James Craig Bair Ranch Co., for the uses and purposes therein mentioned, and on oath, stated that k9-- was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. STATE OF 01 Or-6*C\10 COUNTY OF ) ) On this day ofT ''\,, OTY Colora My commission expires B IC in and for the SS: State of , 199, °1 , before me personally appeared c , known tune to be the mss—v _' - - of James Craig Bair Ranch Co., a Colorado limited partnership, the Colorado limited partnership that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said James Craig Bair Ranch Co., for the uses and purposes therein mentioned, and on oath, stated that was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. 1NOT Y PUBt. ► in .n. for the St.te of Colorado. My commission expires STATE OF WASHINGTON ) SS: COUNTY OF KING On this/ ur day of )1 'f' , 199,.., b ore zne personally appeared (7117' r ?-. V, .e.( , known me to be the k of VoiceStream PCS 11 Corporation, the coiporatioi that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath, stated that was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set y hand and affixed my official seal the day and year first above written. KNOttli mc a SOUR), 5 9 Artelisir AIRY PUBLIC i ► an. or the State of ington. p ommission Expires)Z""I t— DZ T Mobi1e National Development Team — Site Marketing Department 10180 Telesis Ct 8'd Floor San Dego, CA 92121 November 7, 2005 RE: Letter of Authorization — Co -Location on T -Mobile tower. Property address: 66418 Highway 6, Glenwood Springs, CO 81601 Latitude: 39,61625833 Longitude: -107.12973056 To Whom It May Concern: Nextel Communications is currently in negotiations with VoiceStream PCS 11, a subsidiary of T - Mobile USA, Inc ("T -Mobile"), to co -locate its communications equipment on the T -Mobile tower located at 66418 Highway 6, Glenwood Springs, GO 81601. Nextel Communications shall be required by the terms of the agreement to seek and obtain all necessary local permits and approvals. As a duly authorized representative of T -Mobile, permission is hereby granted to Nextel Communications., and agents thereof, for the purpose of consummating any applications necessary to gain the required approvals from Garfield County, Glenwood Springs, Colorado. Any fees or charges associated with all applications or permits and any conditions placed on the applicant shall be the sole responsibility of Nextel Communications. Yours truly, Rhonda Peterson Site Marketing Department, West T -Mobile USA, Inc. 858.334.6151 Rhonda. Petersonit-moble. Com [a copy of this document shall have the same effect as an original] LN REPLY REFER TO. C0140 CoC66144 United States Department of the Interior Mr. Chris C. Styker Styker Site Services P.O. Box 1558 Denver, CO 80201 Dear Mr. Styker: BUREAU OF LAND MANAGEMENT Glenwood Springs Field Office 50629 Highway 6 and 24 Glenwood Springs, Colorado 81601 October 13, 2005 TAKE PRIDE° IMAM ERLCA We have reviewed your proposal to collocate NEXTEL communication facilities with the existing T -Mobil site on the Bair Ranch property. We have reviewed the proposal at your request to address its conformance with the Conservation Easement owned by the Bureau of Land Management on these lands. We believe the proposal is consistent with the provisions and intent of the easement and specifically the rights addressed in Exhibit D-5, 8. This provides for new wireless facilities within the premises as well as new tenants. We appreciate your concern and cooperation in keeping your plans consistent with the provisions of the easement on this property. Sincerely, Steve G. Bennett Associate Field Manager Cc: Craig and Doris Bair, Bair Ranch Christine Quinlan, The Conservation Fund Garfield County Assessor Property Search Page 1 of 3 Property Information Data Updated Quarterly with the last update released on 10/13/2005 Tax information is updated as of noon each Friday and will be available for viewing by 5 pm the following .Monday. Get Map Search > Results > Detail Owner Name: James Craig & Doris P. Bair Type: Primary Address: 66418 U S Highway 6 & 24 Glenwood Spgs, CO 81601 Property Address: 066418 Highway 6 & 24 Glenwood Springs, CO Account number: R030080 Parcel number: 211515400012 Sub -division: Condo: Neighborhood: GLENWOOD CANYON/FLAT TOPS - AG Area: 002 Legal: SECT,TWN,RNG:15-5-87 DESC: TR IN TRS. 39 & 40. PRE:R030014 AND/THRU:& TO:R030047 BK:0577 PG:0910 BK:0576 PG:0656 BK:1689 PG:125 RECPT:674591 BK:1603 PG:215 RECPT:655535 BK:1603 PG:146 RECPT:655534 BK:1603 PG:144 RECPT:655532 BK:1182 PG:.95 RECPT:561981 BK:1182 PG:93 RECPT:561980 BK:0822 PG:0123 BK:0822 PG:0121 BK:0669 PG:0332 Actual Value Land: $32,870.00 Building: $486,480.00 Total: $519,350.00 Assessed Value Land: $9,530.00 Building: $46,410.00 httn-//www r;to.hanr1cn_nom/rea.lestate/garfielcllnronertvDisnlav.cfm?AccountNo=R030080 11/8/2005 Garfield County Assessor Property Search Page 2 of 3 Total: $55,940.00 Taxes Updated on: 10/24/2005 2004 taxes payable in 2005: $2,565.58 Amount Paid: $2,565.58 Land Land size: Square feet: Acres: 8.24 Buildings Type: Description: Actual year built: Heated square feet: Bedrooms: Bathrooms: Stories: Architecture style: Construction quality: Type of heat: Roof structure: Roof cover: Exterior wall: Extra Features Description: Residential FARM/RANCH 01/01/1983 5268 4.0 2.7000000000000002 1.5 2 -STORY AVERAGE ELEC BS BD RIDGE FRME CEDAR SHAK WD SIDING FIREPLACE/VERY GOOD Description: BALCONY 251+ SF Description: F/P-GOOD Description: PATIO/CONC 251+ SF Description: BARN (AVG) Description: STEEL BLDG AVG Description: QUONSET httn //www.mitchandco.com/realestate/garfield/nrouertvDisulav.cfm?AccountNo=R030080 11/8/2005 Garfield County Assessor Property Search Page 3 of 3 • Copyright © 2003 Mitchell &CornpohY ...in d AU Rights Reserved. httn: //www. mitchardco. cam/realestate/2arfield/nronertvDisnlav.cfm?AccourtNo=R030080 11/8/2005 Garfield County Assessor Property Search Page 1 of 2 Property Information Data Updated Quarterly with the last update released on 10/13/2005 Tax information is updated as of noon each Friday and will be available for viewing by 5 pm the following Monday. Search > Results > Detail Get Map Owner Name: Bair, James Craig Ranch Co. Type: Primary Address: 66418 Highway 6 & 24 Glenwood Spgs, CO 81601 Property Address: Account number: Parcel number: Sub -division: Condo: Neighborhood: Area: Legal: Actual Value Twn 5 Rge 87, CO R30003.7 211523300009 421000 093 SECT,TWN,RNG:23-5-87 DESC: NWNW, S1/2NW, SW, THE W 24AC OF THE SWSE LYING IN DESC: GARFIELD CO,, SEC 26 N1/2NW,THE W 24AC OF THE NWNE DESC: LYING IN GARFIELD CO. SEC 22 THAT PART LYING EAST OF THE TOP OF IKE RIDGE, 20 AC SEC 27 THAT PART LYING EAST OF THE TOP OF IKE RIDGE, 20 AC. BK:0307 PG:0009 BK:1689 PG:125 RECPT:674591 BK:1603 PG:146 RECPT:655534 BK:1603 PG:141 RECPT:655531 BK:1564 PG:940 RECPT:647444 BK:1547 PG:498 RECPT:643150 BK:1231 PG:81 RECPT:575918 BK:0978 PG:0311 BK:0962 PG:0849 BK:0664 PG:0895 Land: $4,540.00 Building: $0.00 Total: $4,540.00 Assessed Value httn.//www mitrhnnr1r_n rinm/rPnlAstnte/riarFiel l/nrnnertvDifiniav_cfnVACCOUnt.No=R.300017 11/S/2005 Garfield County Assessor Property Search Land: $1,320.00 Building: $0.00 Total: $1,320.00 Taxes Updated on: 10/24/2005 2004 taxes payable in 2005: $47.96 Amount Paid: $47.96 Land size: Square feet: Acres: 27.12 Land size: Square feet: Acres: 380.88 Buildings No items found. Extra Features No items found. Page 2 of 2 Copyright 0 2003 Mitchell & Company, Inc. All Rights Reserve& tr.ty-o-Nort'uni en"! nv i-frn91. or,rmintl\L-1-1?"1111111q7 1 1 /R /9(1116 DESIGN PERAMETERS ROOF P5514-41 LOAD: FLOOR LIVE LOAP: GROW 5N0N LOAD: A1ND PE515N LOAD: 5D5MI0 ZONE FOR 050, LEL, 4 OBBC: 20 psF, 50 pd. 100 psF. 150 NO. / EXP: C ZONE 4 ADA COMPLIANCE: EalIFKIAT ENCLOaRF 15 AN LIN'MANNED, 4iIRELF55 C0*4NICATION5 EGOIFMDIT MTALLATION Mar VAFFEW ADA N/A PaR. 0330. 2001E-0 5 APPLICABLE CODES ALL WORK AND MATERIAL WALL 135 PEWORMELD AND INSTALLED IN ACCORDANCE U.I1N NE CURRENT EDITIONS THE FoLIM50 00055 45 AD -OPTED BY 545 limit_ GOV55AUTHORITIES. NOTHING IN THESE PLANS 15 TO BE CONSTRUED TO PERMIT LOW NOT COrFOR1.:* TO 154E5E CODES. 1. UVIFORM 5.111.12i1.6 COVE 2001 2. INFORM KCHANIGAL CODE 2001 a. NATIONAL ELECTRIC 0005 2002 4. LOCAL WILDING: COPE 5. CITY/LCINTY ORDINANCES 5 2 RUBIX CABINET DIMENSIONS CABNET DINEN510145r TVG, x 485455L0' H ThITERJOR DIMENSIONS: 6-10.12 L2'0° x 1L2 H SQUARE F00TA6E: 5G1 5F, CA15:KVI MIGHT, WO Ills. tIVAC, EOU19,ENT: L000 pbs. BATTERI5 avE ibs. BACK (5) OPT: 500 lin. TOTAL 5,500 SHEET INDEX Ti TIDE %al" KEY 06106 A- RDA 12I.A4 64 FirCF PIM esrutcRaEvAnal A-3 =MGR E.EVAT414 64 DantoR ED/ADOli T,'TTETU,'T0t1`,t IHTERI06E06AICE5 22110606 112.2266116-22 SELGOD FRIEGTED caLN5 RAN BEMIS - RARE, fIGGF DETNLS - FLIDI TIWK MAILS - cowncti 121221211.1262. DTRZTGIAL IILeDIRIGAL -126#06. 02.1206121122 1206062)2. G‘IGUONS BEGIRGAL - A2.621606 EL= EIS:Gift& - E.EGI224A1. 215152406222214 rr." - 06222212.02. 12152066-524 ELWTRGN. DZIRMTICH PLAN VIEW 11. infrastructure C.IEIJUNCHN 112006-215060622221221 Santa Ana, CgFeegolit 117/03 PROPRIETARY INFORM/MON IIIWOLNyelsexantoThRyVVVAIMMAMMoz IV,CLOSMarincrawM11-01WURVATanD PROJECT INFORMA ON RUBIX CABINET 4.5 BAW9RBS MODEL, 2122 NO DOOR SWING Law,o, WRING SFr SUBMITTAL BLDG DPFT, SFr SUBNENTAL I ISSUE SET SLIBMITI REVISIONS TJTLE SHEET 21620* 06-22-02 T-1 rt..,,,,,,E1., __,,i,,v,ri,E,,,w,.., 1-Wrlt I I lAnMILLUIII; , ,.%,:,: COML. SECT I DT IA 1 ii € r s ii I I: 1 n ti t F, 1 srcT 2 5)4'2f _ 55'2S ..1 .., SECTS : I. II DT. 3A 11 , DI' 55 Ili 1., = q , POVER „ II PLAN VIEW 11. infrastructure C.IEIJUNCHN 112006-215060622221221 Santa Ana, CgFeegolit 117/03 PROPRIETARY INFORM/MON IIIWOLNyelsexantoThRyVVVAIMMAMMoz IV,CLOSMarincrawM11-01WURVATanD PROJECT INFORMA ON RUBIX CABINET 4.5 BAW9RBS MODEL, 2122 NO DOOR SWING Law,o, WRING SFr SUBMITTAL BLDG DPFT, SFr SUBNENTAL I ISSUE SET SLIBMITI REVISIONS TJTLE SHEET 21620* 06-22-02 T-1 Garfield County Mr. James Craig 66418 Hwy 6&24 Glenwood Springs, CO November 14, 2006 BUILDING & PLANNING DEPARTMENT Re: Permit # 9765 Dear Mr. Craig: To finalize this permit the following things must be done: NOV 1 4 2006 L34.11. Le.V Nii',4G 1. A Registered Colorado Engineer must review and approve the foundation work done for this building and provide this office with a sealed letter confirming the work was done as per plans and the 2003 IBC. 2. The State Electrical Inspector needs to approve all electrical work installed. 3. We need to be called out for a final inspection. As this permit has technically expired, the above needs to be done within 30 days from the date of this letter. Should the permit expire, addition fees would be required to renew the permit. Please call if you have any questions. Andrew Schwaller Building Official. 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 (970) 945-8212 (970) 285-7972 Fax: (970) 384-3470 Wednesday, November 15, 2006 5:15 PM hlevu Century Electric, Inc 303-278-4903 inspection Report Page 1 of 1 COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT / CORRECTION NOTICE Permit Number: 577700 I Date Received: 02 -MAR -08 ContractorlHomeOwner: Address: Type of Inspection: Action: NEW CENTURY ELECTRIC, iNC. 6648 U.S. Highway 6 & 24 Final Accepted Comments or Corrections: Meter release - OK Inspectors Name: Greg Winders Phone Number: 970-625-4561 Date: 02 -MAR -06 COLORADO STATE ELECTRICAL BOARD DEPARTMENT QF REGULATORY AGENCIES 1580 Logan 5t, Suite 550 Denver, Colorado 80203-1941 Phone: (303) 894-2965 p.03 htt ►s:Ilwww.dorrt.titate.co.us/pls/relt.Il n Web Inspection GUTT.Rroccss Page 11/15/2006 XCIZuma Consultants Inc 3911 W. 25th Ave, Denver, CO 80212 P: (303) 325-5606 F: (303) 325-5629 November 17, 2006 Howard Conner Frontline Communications RE: Sprint/Nextel Communication Site CO -0379D Site Name "Bair Ranch" Foundation Inspection Dear Mr. Conner: Zuma Consultants Inc, inspected the piers at the above referenced site after the original construction and after the repair work was completed. The concrete piers were constructed according to the drawings issued by EG Powers Engineering dated 10/26/05 and repair drawings issued by this office dated 2/16/06. Please contact me with any questions. Sincerely, Khristopher Scott, PE No L-1-1 ) Job Address Owne Assessor's Parcel No 4SRAS-114- {` BUILDING PERMIT CARD C�Co41 S LC ' C04- C-_3� Contractor Date I a- i 3- n a dress Phone # Address 73 hone # Setbacks: Front Rear RH iE'CCW\t��-D"��Cctbt��jli+�r INSPECTIONS Soils Test ''- Footing Foundation Grout Underground Plumbing Rough Plumbing Framing Insulation Roofing Drywall Gas Piping LH Zoning Weatherproofing Mechanical Electrical Rough (State)._ lectrical Final (State)/7)4 C1 l>G -�.A final J/ aO (Checklist Completed? A/id Certificate Occupancy # Date Septic System # Date Final NOTES Other (continue on back) NOV. 15..2006, 1:12PM NO. 4681 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 SOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date zssued.P.3ftktrl.„Zoned Arca,,,./.IW.M .Permit vM 1• �. { �.�, ...... AGREEMENT r a►iderattoa of the issusaee of thisjperrait, the applicant hereby ogre* to comply with all laws and repletion/I related to the zooid& location, ennstrnedo , and erection of the proposed ecru stere for which Ibis permit b granted,and further agrees that if the above said coons are not folly compiled with in tzoning, location, erection and eonetructtvn of the above described atructnre the it mar then he revotced 4y notice from the County Rending Inspector and 1MMD� Y BECOME NULL AND VOID. St utts pram side SFde,RUT The Card Must Be Pasted So It Malay Vi Worms The Street VcdJ Mel T+upeetiai, INSPECTION RECORD Footing Driveway oundat$oa • Underground Pictmbing avm�ing Insulation �1 _ Drywall • Money & Vest tomeow- Meath Final (by State Impectar) �* Jim** Routh (Ry Siete Iatpector)..r gptic Flog Framing (To ud Witdow®d Boor►a tMotea: ALL LISTEEnutsOEOAR WHETHR INTERIOR OR INSPECTED - ORVE GROUND. THUS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 OM Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD Dom, if PJMACIi:D MED - .VER WITH CLEAR PLASTIC • • (40/6i SITE MARKETING CONTACTS DAVE I RHONDA PETERSON 858-334-6151 NOCC 888-662-4662 BAIR RANCH - DN 2052-A SHER 503- 7 SHER 503- 67-0717 BAI R IRAN C H PROJECT TEAM SITE OWNER -LAND JAMES CRAIG & DORIS R BAIR 66418 US. HIGHWAY 6 & 24 GLENWOOD SPRINGS, 00 81601 CONTACT; JAMES CRAIG BAIR APPLICANT AGENT STRYKER SITE SERVICES. LLC P.O. BOX CO58y DEI't� 1J L 00 80201 CONTACT: CFRIS STRYKER PHONE: 303-434-9873 FAX: 303-789-0114 APPLICANT NEXTEL. COMMUNICATIONS 333 SOUTH INVERNESS DRIVE ENGLEWOOD, CO 80112 CONTACT: HIS STRYKER PHONE: 303-434-9873 CONSTRUCTION MANAGER NEXTEL COMVUNlIOATIONS 333 SOUTH INVERNESS DRIVE ENGLEWOOD. CO 80112 CONTACT: JANES TEMFLE PHONE: 303-434-8672 DESIGN TEAM ARCHITECT MICHAEL KOCH ARCHITECT. 110 907 GARFIELD STREET DENVER. CO 80206 () 303-780-7850 EJ 303-780-7850 CONTACT: MICHAEL K00-1, AIA ELECTRICAL ENGINEER EG POWER 922 WASHINGTON AVL7$1 SUITE 100 GCI DEN CO. 80401 P1 720-533-4850 (F) 720-533-4851 CONTACT: ERIC GROM(0, PE MECHANICAL ENGINEER EG POWER 922 WASHINGTON AVENUE SUITE 100 GOLDEN CO.80401 P3 720-533-4850 () 720-533-4851 CONTACT: ERIC GROM(0, PE CIVIL ENGINEER COTTONWOOD SURVEYING & ASSOC INC. 54467 E. 41ST AVE STRASBLRG, CO 80136 PHONE: 303-622-6724 FAX: 303-622-6725 CONTACT: HAROLD PON5ERELLA, PL& STRUCTURAL ENGINEER KLA INC 4412 W EISENHOWER BLVD LCVELAND, 00 80537 PHONE: 970-667-2426 FAX: 970-667-2493 CONTACT: ERIC MOE. P.E. T -MOBILE DN 2052-A CO -0379D CONSTRUCTION DRAWINGS DRAWING INDEX DRAWINGS T-1 TITLE SL'E'ET SP -1 Cf1WERAL NOTES SP -2 GENERAL NOTES 0-1 CIVIL PLAN A-1 SITE PLANS A-2 ELEVATIONS A-3 DETAILED ELEVATIONS A-4 ANTENNA DETAILS A-5 TYPICAL DETAILS RF -1 RF DATA 5-1 REI ERAL NOTES. PLAN, & DETAILS E-1 ELECTRICAL ErLARC D SITE PIAN 5-2 ONE -LINE DIAGRAMS & SCI-EDLCES 5-3 ELECTRICAL DETAILS 5-4 ELECTRICAL DETAILS SYMBOL KEY CETA4. TAG WALL TYPE wru 9PATXJN MAL YAY Aar PR WU SUBJECT TO NOmD xXCEPTY1ONS & INSPECTIONS EEEVAYiONM FRS -PT, GARF'IELD COUNTY G DEPAR E .sate By FIELD COPY INSPECT6ON WITDO ' R)TE OENTA. +oTe IRE oN S?'i p. F DOOR NI.1EM 3.0T EEYATICN 011.EMCN 1 224 .41574, 014 KEYNOTE Feava EXIST143 TELERCIE SERVICE T$HHOEE SERWCE EXi9TN3 LNC II) ELECTRIC& PEKIFOSE0 LTDEPCIROVE) ELECTRICAL 13tl8TN3 CAE#I-EAA ELEC1AXJL PRS OvEFrEAD ELECTRICAL EACH )Na ELECIRCCE MOM 8C(Afteff COAX CAME EEw ell Exlsma REMOVE E GI,o MLOCATE E116COMECE EwnCSE PA113ROAR0 WIER X1T GROW) MO CfTCUE1 ROD MYER POLE 0 0 Opp x (DT OW' (DUG (N)UG - (E>OHE - (WORE GEC G COAX EXISTING PHOTOGRAPH VICINITY MAP J1.at MN*. Eas(Wr.tfatkpmvn.y anus pi/Imp R.L.04-S-95, www.randmcnally.com DIRECTIONS TO SITE FROM THE NEXTEL OFFICES, MAKE A RIGHT ON INVERNESS DRIVE SOUTH, LEFT ON INVERNESS PKY, AND RIGHT ONTO COUNTY LINE RD. TAKE 1-25 NORTH TOWARDS 1-70. TAKE 1-70 WEST TO BAIR RANCH REST AREA (EAST OF GLENWOOD SPRINGS). CROSS BRIDGE AND DRIVE THROUGH RANCH. SITE IS ON NORTH EAST SIDE OF PROPERTY. APPROVALS RF ENGINFxR DATE RF MANAGER DATE SITE ACQUISITION DATE SITE MANAGER DATE CONSTRUCTION PROTECT MANAGER DATE CONSTRUCTION MANAGER DATE OPERATIONS MANAGER DATE FACILITIES MANAGER DATE PROPERTY OWNER DATE NEXTELJTT DATE GLENWOOD SPRINGS DATE (4 FNIW00D SPRINGS DATE PROJECT SUMMARY SITE ADDRESS 66418 U.S. HIG-IWAY 6 & 24{�(�1 GLENWOOD SPRINGS.. CO 8 0 CODE BLOCK SITE LOCATION 66418 US. HIGHWAY 8 & 24 GLENWOOD SPRINGS. CO 81601 LATITUDE: 39 36 59 LONGITUDE: 197-7-48 GROUND ELEVATION XRISDICTIDI4 GLENWOCD SPRINGS ZONING DESIGNATION AG BUILDING CODE: 2003 IBC 2003 NEC PROPOSER EQUIPMENT OCCUPANCY= LII/U2 (N v#Nt1FD TELEPHONE EQUIPMENT AND ANTENNA) WATER SUPPLY: NONE WASTE WA 1 LH NONE ELECTRICAL SERVICE PROVIDER: HOLY CROSS TELEr NE SERVICE PROVIDER OWEST PROPOSED PROJECT INCLUDES 1) TFE INSTALLATION CF PROPOSED EQUIPMENT SLE..TER AND ALL ASSOCIATED PARTS 2) THE INSTALLATION OF PROPOSED ANTENNAS ON EXISTING Mal OPOLE 3) 11-E INSTALLATION OF PROPOSED ELECTRICAL AND TELEPHONE SERVICE. COAXIAL CABLES AND GROUNDING SYSTEM. EGAL DESCRIPTION SEE SHEET C-1 FOR LEGAL DESCRIPTION DEEM TEWl EG POIVER ENGINEERING m....vv./or. e.4K to, No4,17301111-[FPI MICHAEL KOCH, ARCHITECT LLC 1+ICHnfi MX., A A 909 GAPJ 1O ,3 -Reef aGiva MORA0090106 1m.>80,350 ca& 116Kocwu.0.114.COH COTTONWOOD SURVEYING & ASSOC, INC. 1.7e,x,,TA1,- SIMMnr CO.IK 119R1312c1f IH)0,1LA)if -0,1,0,..04.1-01.4.07.1.1, 01ste1 KL&AI.710 a•nR.. O r neo =1,7= '''''P T -MOBILE BAIR RANCH DN 2052-A AIL MOMS Na wnTwwnna. mlru®1ee1 MY m � 9Arlie 1111® at DIM= art TE YwrreP mmPrc ne NiCPMTNoeu®t MEM' If'c .IkTKN CO -0379D BAIR RANCH 66418U.5. HWY 6 & 24 GLENWOOD SPRINGS, CO CO -LOCATION ON TOWER NEW SHELTER REV DATE ISSUE I 2 3 4 5 L3I29/O5 09/0505 Card3/05 E91I205 (}!26105 CDFEYIEW SET' CD FEVEW SET ca REYIEY SET CO FEOE=W SET (0) FINAE. SET E)43A AY' ^::" _- 59 1.1 , \ jl) -R I 'L l 13 Fi.. EE.7 'fie H:_; "3 ` , +`,I y . TITLESHEET " T 14,1E6:1 T-1 DIVISION 1 STANDARD PROVISIONS PART 1 GENERAL 1.1 INTENT A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND THE MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF THIS PROJECT. 8. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO 89 FULLY EXPLANATORY AND SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATE° OR SPECIFIED ON ONE AND NOT THE OTHER, R SHALL BE DONE THE SAME AS IF SHOWN, INDICATED, OR SPECIFIED IN 80T11. C. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE AU. LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT, 0. THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE, AND Q UALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK, E. MINOR DEVIATIONS' FROM THE DESIGN LAYOUT ARE ANTICIPATED AND SHALL BE CONSIDERED AS PART OF THE WORK. NO CHANGES NAT ALTER THE CHARACTER OF THE WORK WILL BE MADE OR PERMITTED BY THE OWNER WITHOUT ISSUING A CHANGE ORDER. 1.2 CONFUCTS A. THE CONTRACTOR SHALL 89 RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS OF THE SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIY TLHENCE BETWEEN ACTUAL DIMENSIONS AND D IMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS, ANY SUCH DISCREPANCY IN DIMENSIONS, WHICH MAY BE FOUND, SHALL SE SUBMITTED TO THE OWNER FOR CONSIDERATIONS BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. B. THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR THING CONCERNING WHICH SUCH BIDDER MIGHT HAVE FULLY INFORMED HIMSELF PRIOR TO THE BIDDING. C. 110 PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED OR OF ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO BE PERFORMED IN THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FALURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL NE REQUIREMENTS. 1.3 CONTRACTS AND WARRANTIES A, ATA DOCUMENT A107, 1957 EDITION, ABBREVIATED FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR HAS BEEN MODIFIED AND WILL BE EMPLOYED FOR CONTRACT PURPOSES, INCLUDING SUPPLEMENTARY CONDITIONS. B. EACH CONTRACTOR IS RESPONSIBLE FOR OBTAIN/NG THE BUILDING PERMIT AT THE LOCAL JURISDICTION AS THE CONTRACTOR OF RECORD, AND PROVIDE LOCAL JURISDICTION WITH ALL PROOF REQUIRED TO OPERATED AS A CONTRACTOR IN THAT JURISDICTION. THE CONTRACTOR SHALL 89 REIMBURSED ONLY THE AMOUNT OF ANY FEE PAID AS FOLLOWS; 1. PLAN REVIEW FEE 2. BUILDING PERMITS FEE 3. CONNECTIONS AND INSPECTIONS FEE 4. DEVELOPMENT FEE C. CONTRACTOR I5 RESPONSIBLE FOR APPLICATION AND PAYMENT OF CONTRACTOR LICENSEES AND BONDS. 1.4 STORAGE A. ALL, MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION AND IN A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE FLOW OF OTHER WORK. ANY STORAGE METHOD MUST MEET ALL RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER. 1.5 CLEAN-UP A THE CONTRACTOR SHALL AT ALL TIMES KEEP NE SITE FREE FORM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS EMPLOYEES AT WORK AND AT THE COMPLETION OF THE WORK, HE SHALL REMOVE ALL RUBBISH FROM AND ABOUT THE BUILDING AREA, INCLUDING ALL HIS TOOLS, SCAFFOLDING, AND SURPLUS MATERIALS AND SHALL LEAVE HIS WORK CLEAN AND READY FOR USE, B. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER. 1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. 2. IF NECESSARY TO ACHIEVE A UNIFORM DEGREE OF CLEANUNESS, HOSE DOWN THE EXTERIOR OF THE STRUCTURE. C. INTERIOR: VISUALLY INSPECT, INTERIOR SURFACE AND REMOVE AIL TRACES OF SOIL WASTE MATERIALS, SMUDGES, AND OTHER FOREIGN MATTER FROM WALLS/FLOOR/CEILING, 1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. 2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT FROM FINISHED SURFACES. 0, CONTRACTOR SHALL WASH AND WAX FLOOR PRIOR 70 FINAL ACCEPTANCE. FLOOR WAX SHALL 8E OF THE ANTI -STATIC TYPE. 1.6 CHANGE ORDER PROCEDURE A. CHANGES ORDER MAY BE INITIATED BY THE OWNER AND/OR THE CONTRACTOR INVOLVED. THE CONTRACTOR, UPON VERBAL REQUEST FOR THE OWNER SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE CHANGES IN WORK OR MATERIALS AND ANY CHANCES IN THE CONTRACT AMOUNT AND PRESENT 10 THE OWNER FOR APPROVAL SUBMIT REQUESTS FOR SUBSTITUTIONS IN CHANGE ORDER PROPOSALS. ANY CHANGES IN SCOPE OF WORK OR MATERIALS WHICH ARE PERFORMED 8Y THE CONTRACTOR WITHOUT WRITTEN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE OWNER SHALL PLACE FULL RESPONSIBIUTY OF THESE ACTIONS ON THE CONTRACTOR. 1.7 RELATED DOCUMENTS AND COORDINATION A GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE INTERRELATED. IN PERFORMANCES OF THE WORK, THE CONTRACTOR MUST REFER TO A1. DRAWINGS. ALL COORDINATION TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 1.8 SHOP DRAWINGS A. CONTRACTOR TO SUBMIT SHOP DRAWINGS AS REQUESTE0 TO THE OWNER FOR APPROVAL. 8. ALL SHOP DRAWINGS SHALL 8E REVIEWED, CHECKED AND CORRECTED BY CONTRACTOR PRIOR TO 5UBMITTAL TO THE OWNER. 1.9 PRODUCTS AND SUBSTITUTIONS A SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST IDENTIFY THE PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BE REPLACED 8Y THE SUBSTITUTION. INCLUDE RELATED SPECIFICATIONS SECTION AND DRAWING NUMBERS ANO COMPLETE DOCUMENTATION SHOWING COMPLIANCE nil THE REQUIREMENTS FOR SUBSTITUTIONS. 8. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS WHICH PROPERLY INDICATED AND DESCRIBE THE ITEMS, PRODUCTS AND MATERIALS BEING INSTALLED, THE CONTRACTOR SHALL, IF OEEME0 NECESSARY THE THE OWNER, SUBMIT ACTUAL SAMPLES TO THE OWNER FOR APPROVAL IN LIEU OF CUT SHEETS. 1.10 QUALITY ASSURANCE A ALL WORK SHALL BE ACCORDANCE WITH APPLICABLE LOCAL STATE, AND FEDERAL REGULATIONS. THESE SHALL INCLUDE BUT NOT LIMITED TO THE LAIssr VERSION OF THE FOLLOWING: 1, ANSI/EIA - 222 - E - 99 Icia3 2. UNIFORM BUILDING CODE 1997 3. BUILDING OFFICIALS AND C ADMINISTRATORS (BOCA) 1999 4. NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL. AMENDMENTS 2002 5, UNDERWRITER LABORATORIES APPROVED ELECTRICAL PRODUCTS 6. AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (AMC) 7. LIFE SAFETY CODE (NEPA) - 101 - 2003 2.5 SEQUENCING A CONFIRM SURVEY STAKES N40 SET ELEVATION STAKES PRIOR TO ANY CONSTRUCTION. 8. THE COMPLETE ROAD AND SITE ARE WILL BE CLEARED OF HEAVY GROWTH OF GRASS, TREES, SHRUBS, AND TOPSOIL PRIOR TO FOUNDATION CONSTRUCTION OR PLACEMENT OF BACKFILL OR SUB -BASE MATERIAL C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG ACCESS OUSE. D. THE SITE AREA WILL 8E BROUGHT TO SUB -BASE COURSE ELEVATION THE ACCESS ROAD TO 8ASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. E. APPLY SOIL HERBICIDE PRIOR TO PLACING BASE MATERIALS. F. IF REQUIRED GRADE, SEED, FERTIUZE AND MULCH DISTURBED AREA IMMEDIATELY AFTER BRINGING THE SITE AND ACCESS ROAD TO BASE COURSE ELEVATION. WATER TO ENSURE GROWTH. G. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE. H. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL HERBICIDE TO THE STONE SURFACE. 2.6 SUBMITTALS BEFORE CONSTRUCTION IF LANDSCAPING 15 APPLICABLE 70 THE CONTRACT, BAIT TWO COPIES OF THE LANDSCAPING PLAN UNDER R5ERY LETTERHEAD. IF A LANDSCAPE ALLOWANCE WAS INCLUDED IN THE CONTRACT, SUBMIT AN ITEMIZED U5T1NG OF PROPOSED COSTS UNDER NURSERY LETTERHEAD (REFER TO SITE PLAN FOR LANDSCAPING REQUIREMENT). 2. SUBMIT FOR APPROVAL 1/2 CUBIC FOOT OF THE PROPOSED SURFACE COURSE MATERIAL. B. AFTER CONSTRUCTION 1. MANUFACTURER'S DESCRIPTION OF PRODUCT AND WARRANTY STATEMENT ON SOIL HERBICIDE TREATMENT. 2. MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS SEED AND FER7UZER. IF REQUIRED. 3. LANDSCAPING WARRANTY STATEMENT, IF REQUIRED. 2.7 WARRANTY A IN ADDITION TO THE WARRANTY ON ALL CONSTRUCTION COVERED IN THE CONTRACT DOCUMENTS; THE CONTRACTOR SHALL REPAIR ALL DAMAGE OF SURROUNDING PROPERTY CAUSED BY CONSTRUCTION. B. SOIL HERBICIDE APPLICATION WILL GUARANTEE VEGETATION FREE ROAD AND SITE AREA FOR ONE YEAR FROM DATE OF FINAL INSPECTION. C. DISTURBED AREAS WILL REFLECT GROWTH OF NEW GRASS COVER PRIOR TO FINAL INSPECTION. D. LANDSCAPING, IF INCLUDED WITHIN THE SCOPE OF THE CONTRACT, WILL BE GUARANTEED FOR ONE YEAR FROM DATE OF FINAL INSPECTION. 1.11 ADMINISTRATION A. BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR WELL ASSIGN A PROJECT MANAGER WHO WILL ACT AS A SINGLE POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THE PROJECT. THE PROJECT MANAGER WILL DEVELOP A MASTER SCHEDULE FOR THE PROJECT WHICH WILL BE SUBMITTED TO THE OWNER PRIOR 70 COMMENCEMENT OF ANY WORK. B. SUBMIT A BAR CHART TYPE PROGRESS NOT MORE T1 -LAN 3 DAYS AFTER DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK ON THE SCHEDULE. INDICATE A TIME BAR FOR EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED AT SITE, PROPERTY SEQUENCED AND COORDINATED WITH OTHER ELEMENTS OF WORK. SHOW COMPLETION OF THE WORK SUFFICIENTLY IN ADVANCE OF THE DATE ESTABLISHED FOR SUBSTANTIAL COMPLETION OF THE WORK. C. PRIOR TO COMMENCING CONSTRUCTION, THE OWNER SHALL SCHEDULE AN 'ON-SITE" MEETING WITH ALL MAJOR PARTIES. THIS WOULD INCLUDE. THOUGH NOT WHITED TO THE OWNER, LOCAL TELEPHONE COMPANY, TOWER ERECTION FOREMAN (IF SUBCONTRACTED). D. CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF CONSTANT COMMUNICATIONS, SUCH AS A MOBILE PHONE OR A BEEPER. NIS EQUIPMENT WILL NOT BE SUPPLIED BY THE OWNER NOR WILL CELLULAR SERVICE BE ARRANGED. E. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HAT5 AT ALL TIMES. THE CONTRACTOR MUST COMPLY WITH ALL APPUCABLE OSHA REQUIREMENTS. F. PROVIDE DAILY UPDATES ON SITE PROGRAMS, EITHER VERBAL DR WRITTEN. G. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AN EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. H. THE OWNER SHALL BE NOTIFIED NOT LESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, TOWER ERECTION, AND SHELTER PLACEMENTS, 1.12 INSURANCE AND BONDS A CONTRACTOR SHALL AT HIS OWN EXPENSE CARRY AND MAINTAIN FOR THE DURATION OF THE PROJECT ALL INSURANCE AS REQUIRED AND SHALL NOT COMMENCE WITH HIS WORK UNTIL HE HAS PRESENTED A CERTIFICATE OF INSURANCE STATING ALL COVERAGE TO THE CONTRACTOR WHO SHALL, IN TURN. FORWARD A COPY OF ALL CERTIFICATES TO THE OWNER. 1.13 TEMPORARY FACILITIES (IF APPLICABLE) A. WATER: OBTAIN WATER FROM EXISTING BUILDING. B. ELECTRIC: CONNECT TO EXISTING BUILDING SERVICE OR PANEL AS APPROVED 8Y OWNER. C. SANITARY: PROVIDE TEMPORARY TOILETS AS REQUIRED BY LOCAL AUTHORITIES. DO NOT USE OWNER'S FACILITIES. 01451011 2 - 517E WORK WORK AND DRAINAGE PART 1 GENERAL 2.1 WORK INCLUDED A REFER TO THE SURVEY AND ARCHITECTURAL SITE PLAN FOR WORK INCLUDED. 2.2 RELATED WORK A CONSTRUCTION FOR BUILDING FOUNDATION 8, INSTALLATION OF ANTENNA SYSTEM O. ERECTION OF FENCE D. ACCESS ROAD 2.3 DESCRIPTIONS A. ACCESS ROAD, TURNAROUND AREAS, AND SITES ARE CONSTRUCTED TO PROVIDE A WELL-0RANED EASILY MANTANED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. 2,4 QUALITY ASSURANCE A APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS (USE AS NEEDED)). 8. VEGETATION AND LANDSCAPING, IF REQUIRED WITHIN THE CONTRACT, WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS. PART 2 PRODUCTS 2.8 MATERIALS A ROAD AND SITE MATERIALS: FILL MATERIAL - ACCEPTABLE SELECT FILL SHALL BE IN ACCORDANCE WITH LOCAL DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. B . SOIL HERBICIDE SHALL. BE EPA REGISTERED OF LIQUID COMPOSITION AND OF PRE -EMERGENCE DESIGN. C. 501L STABILIZER FABRIC SHALL BE MIRAFI - 500X. 2.9 EQUIPMENT A. COMPACTION SHALL BE ACCOMPUSHED BY MECHANICAL MEANS. 1. URGER AREAS ALL SHALL BE COMPACTED BY SHEEPS FOOT. VIBRATOR OR RUBBER TIRED ROLLERS WEIGHING AT LEAST FIVE TONS. 2. SMALLER AREAS SHALL BE COMPACTED BY POWER -DRIVER, HAND HELD TAMPERS. PART 3 EXCAVATION 2.10 INSPECTIONS A. LOCA. BUILDING INSPECTION SHALL RECEIVE ADEQUATE NOTIFICATION IN ADVANCE OF CONCRETE POURS. 2.11 PREPARATION A CLEAR TREES, BRUSH AND DEBRIS FROM SITE AREA AND ACCESS ROAD RIGHT OF WAY OF REQUIRED). 8. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS CLEAR SITE OF ORGANIC MATERIAL TO MINIMUM OF SIX INCHES BELOW ORIGINAL GRADE LEVEL. C. UNLESS OTHERWISE INSTRUCTED BY THE OWNER, REMOVE TREES, BRUSH, AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED LANDFILL 0. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, PROOF ROU, THE SOIL E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, COVER CLEARED AREAS WITH STABILIZER MATE PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL 2.12 INSTALLATION A THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB -BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL 7HE SITE AND ACCESS ROAD A5 REQUIRED IN ORDER THAT THERE I5 EVEN DISTRIBUTION OF SPOILS RESULTING FROM FOUNDATION EXCAVATIONS. THE RESULTING GRADE WILL CORRESPOND WITH SAID SUB -LEASE COURSE, ELEVATIONS ARE TO BE CALCULATED FROM FINISHED GRADES OR SLOPES, INDICATED. B. IF ANY, EXCESS SPOILS WILL BE CLEARED FROM JOB SITE AND NOT SPREAD BEYOND THE UNITS F OWNER/LEASED PROPERTY UNLESS OTHERWISE BY PROJECT MANAGER. C. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION PRIOR TO FOUNDATION CONSTRUCTION TO PERMIT USE. COMPACTION SHALL BE DONE DURING CONSTRUCTION OF SITE. D. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. E. THE CONTRACT SHALL BE ASSUMED TO INCLUDE GRADING, BANKING, DITCHING, AND UNLESS OTHERWISE INDICATED, COVERING WITH TWO INCHES OF SURFACE COURSE ALL ROADS OR ROUTES UTIUZED FOR ACCESS TO THE OWNER SITE, COMMENCING AR THE POINT OF INTERSECTION WITH THE NEAREST PUBLIC THOROUGHFARE. F. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE. G. PLACE FILL OR STONE IN SIX INCH MAXIMUM LIFTS AND COMPACT BEFORE PLACING NEXT UFT. H. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF ONE FOOT BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. I. WRAP SHALL BE APPLIED TO THE SIDES OF DITCHES 0R DRAINAGE SWALES. J. RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED 517E AREA, PARKING AREAS AND ORCHES, DRAINAGE, SWELLS NOT OTHERWISE RIPRAPPED. K. RIPRAP ENTRE DITCH FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS. L. SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS AND DRONES, DRAINAGE, SWELLS NOT OTHERWISE RIPRAPPED. M. UNDER NO CIRCUMSTANCES WILL DITCHES, SWELLS NOR CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO THE SITE. IF OWNER DESIGNS OR ELEVATIONS CONFLICT WITH HIS GUIDANCE, THE OWNER SHOULD 8E ADVISED IMMEDIATELY. N. IF DITCH LIES WITH SLOPES GREATER THAN TEN PERCENT, MOUND DIVERSIONARY HEADWELLS IN THE 01TCH AT CULVERT ENTRANCES 45 DEGREES OF THE DITCH LINE. RIPRAP THE UPSTREAM SIDE OF THE HEADWALL AS WELL AS THE DITCH FOR 51X FEET ABOVE THE CULVERT ENTRANCE, 0. SEED AND FERTILIZER SHALL 8E APPUED TO SURFACE CONDITIONS, WHICH WILT ENCOURAGE 170011110. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND LOOSEN THE SOIL. P. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. Q. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH OF SEEDED AND LANDSCAPED AREAS 8Y WATERING UP TO NE POINT OF RELEASE FROM THE CONTRACT. CONTINUE TO RE -WORK BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED. 2.13 FIELD QUALITY CONTROL A. COMPACTION SHALL BE AT LEAST 95X OF MAXIMUM DENSITY AND WITHIN 254 OF OPTIMUM MOISTURE CONTENT M ACCORDANCE WITH ASTI4 0-1557. AREAS OF SETTLEMENT WILL BE EXCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE. B. ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT WILL BE WRAPPED, 11ED WITH HOSE PROTECTED WIRE AND SECURED TO 2 INCH X 2 INCH X 4 - FOOT WOODEN STAKES EXTENDING TWO FEET INTO THE GROUND ON FOUR SIDES OF THE TREE. C. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUTS AND 501L EROSION. STRAW BALES WILL BE PLACED AT THE INLET APPROACH TO ALL NEW OR DOMING CULVERTS. WHERE THE SITE OR ROAD AREAS HAVE BEEN ELEVATED IMMEDIATELY ADJACENT TO A RAL UNE, EROSION CONTROL FABRIC WILL BE STAKED FULL LENGTH IN THE SWELL BETWEEN THE SNE AND THE RAL BALLAST. PART 4 SPECIAL ITEMS 2.14 CONCRETE WORK FOR SHELTER AND FLAT WORK ONLY A. SPECIAL PROVISIONS: CONCRETE MIX - 5000 PSI, DESIGN STRENGTH SLUMP RANGE OF 2" TO 4", ARE ENTRIANED, 515 SACK MIX. NOTE MINIMUM CURING - 28 DAYS STRENGTH. B. STANDARD REQUIREMENTS AND REFERENCES ACT, 301, PCA, AND ASN STANDARDS U950 IN BUILDING CODES. 2.15 CONCRETE WORK FOR DRILLED PIERS A. ALL CONCRETE PIERS SHALL BE DRILLED AND POURED ON THE SAME DAY TO PREVENT ANY MIGRATION OF WATER 114 THE HOLE, AND 70 PREVENT DEBRIS FROM COLLECTING IN THE HOLE. DIVISION 3 - FENCE PART 1 GENERAL 3.1 WORK INCLUDED A. REFER TO THE STTE PLANS FOR SIZE AND LOCATION OF FENCE AND GATES TO 89 INSTALLED. 3.2 RELATED WORK A COORDINATE FENCE GROUNDING WITH ELECTRICAL 001111RACTOR. B, REFER TO DM510N 2 -- CONCRETE FOR SPECIFICATION OF CONCRETE AND GROUT. C. REFER TO SITE PLAN FOR APPLICABLE LOCATORS OF ACCESS ROAD GATES. 3.3 DESCRIPTION A. A SECURITY FENCE tS PROVIDED IN ORDER TO INHIBIT UNAUTHORIZED ACCESS TO THE SITE AREA 3.4 QUALITY ASSURANCE A ALL STEEL MATERIALS UTIUZED IN CONJUNCTION WITH TH1S SPECIFICATION WILL BE GALVANIZED OR STAINLESS STEEL WEIGHT OF ZINC COATING ON THE FABRIC SHALL, BE NOT LESS THACE STAT1N1N 1 OUNCE PER SQUARE FOOT OF MATERIAL COVERED, ASTM A392, CLASS 1. POSTS SHALL BE HOT -DIPPED IN GRADE 'E' ZINC, 1.8 OUNCES PER SQUARE FOOT. 3.5 SEQUENCING A. IF 11E SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE ELEVATION PRIOR 70 FENCE CONSTRUCTION, FENCE POST EXCAVATION SPOILS MUST 8E 0011TROLLED TO PRECLUDE CONTAMINATION OF SURFACE COURSE. 3.6 SUBMITTALS A. MANUFACTURER'S DESCRIPTIVE LITERATURE. 8. CERTIFICATE OF COMPLIANCE THAT SPECIFICATIONS HAVE BEEN MET. PART 2 PRODUCTS 3.7 FENCE MATERIAL - SEE SPEC BOOK A, ALL FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER STEEL MATERIALS SHALL BE HOT -DIPPED GALVANIZED. B. FABRIC SHALL BE SIX-FOOT HIGH, TWO INCH CHAIN LINK MESH OF N0. 9 GAUGE (0.148') WIRE. THE FABRIC SHALT, HAVE A KNUOKLEO FINISH FOR THE TOP AND BOTTOM SELVAGES. FABRIC SHALL CONFORM TO THE SPECIFICATIONS OF ASTM A-392 CLASS 1. C. BARBED WIRE SHALL BE DOUBLE STRAND, 12 1/2 GAUGE TWISTED WIRE, WITH 14 GAUGE 4 POINT ROUND BARBS SPACED ON FIVE INCH CENTERS. D. A,1. POSTS SHALL BE SCHEDULE - 40 GALVANIZED STEEL PIPE AND SHALL BE ASTM F1083, TYPE 1. E. GATEPOSTS SHALL BE EXTENDED 12 INCHES, INCLUDING DOME CAP, TO PROVIDE FOR ATTACHMENT OF BARBED WIRE. F. ALL TOP AND BRACE RAILS SHALL 8E 1 5/8" DIAMETER SCHEDULE - 40 TYPE 1 PIPE. FRAMES SHALL HAVE WELDED CORNERS. G. GATE FRAMED SHALL B A FULL - WIDTH HORIZONTAL BRACE, WELDED WITH 3 COATS COLD GALVANIZED TO CLEANED SURFACES. H. GATES HINGES SHALL BE MERCHANT'S METAL MODEL 64366 HINGE ADAPTER WITH MODEL 6409, DEGREE ATTACHMENT, I. THE GUIDE (LATCH ASSEMBLY) SHALL BE MERCHANT'S METAL MODEL 2083. 1, LATCHES, STOPS AND KEEPERS SHALL BE PROVIDED FOR AU_ GATES. K. ALL STOPS SHAt.1 HAVE KEEPERS CAPABLE OF HOLDING THE GATE LEAF IN THE OPEN PO5i110/4 L DOUBLE GATES SHALL HAVE A FULL HEIGHT PLUNGER BAR AT DOME CAP 1. M. A N0. 9 GAUGE ZINC COATED MARCELLEO TENSION WIRE ASTM A824, TYPE 11, SHALL 89 USED AT THE 801TOM OF THE FABRIC, TERMINATED WITH BAND CLIPS AT CORNER AND GATE POSTS. N. STRETCHER BARS SHALL BE HOT DIPPED GALVANIZED STEEL 3/16' X 3/4' OR HAVE EQUIVALENT CROSS SECTIONAL AREA. 0. ALL CORNER GATE AND END PANELS SHALL HAVE .4 3/8' TRUSS ROD WITH TURNBUCKLES iF LONGER THAN 50'. P. ALL POSTS EXCEPT GATE POSTS SHALL HAVE A COMBINATION GAPE AND BARBED WIRE SUPPORTING ARM. GATE POSTS SHALL HAVE A DOME CAP. Q. OTHER HARDWARE INCLUDES 8LIT MAY NOT 99 LIMITED TO TIE CLIPS, BAND CUPS AND TENSION BAND CUPS 1N CONFORMANCE WITH CLF111 MANUAL R. BARBED WIRE GATE GUARDS SHALL 8E FRIED WITH DOME CAPS. S. BARBED WIRE SUPPORT ARMS SHALL BE PRESSED STEEL OR CAST IRON. ASTM F626, WITH SET 9017 LOCK WIRE IN THE ARM. 7, ALL CAPS SHALL 8E FABRICATED FORM PRESSED STEEL OR CAST STEEL, ASTM F826, OR ALUMINUM. U. WHERE THE USE OF CONCERTINE HAS BEEN SPECIFIED, 24 INCH DIAMETER COIL BARBED TAPE, STAINLESS STEEL, CYCLONE FENCE MODEL GP8 TO TYPE ill SHALL 85 FURNISHED. IT SHALL BE SUPPORTED ABOVE THE TOP RAIL SY USE OF SIX WIRE BARBED WIRE ARMS POSITIONED A TOP EACH LINE/CORNER POST, 3.8 EQUIPMENT A. All, POST HOLE ERCAVAT10N WILL BE BY USE OF MECHANICAL AUGER EQUIPMENT. PART 3 EXECUTION 3.9 INSPECTION A, TO CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLE EXCAVATIONS. ALL POST HOLES WILL BE EXCAVATED AS PER CONSTRUCTION DOCUMENTS. 3.10 INSTALLATION A. INSTALL FENCE TO COMPLY WITH ASTM F567. B. ALL FENCE POSTS SHALL BE SET IN A VERTICAL POSITION PLUMB AND IN -UNE. C. POST FOUNDATIONS SHALL HAVE A MINIMUM OF SIX-INCH CONCRETE COVER UNDER POST. 0. AT CORNER POSTS, GATE POSTS AND SIDES OF GATE, FRAME FABRIC SHALL 8E ATTACHED WITH STRETCHER AND TENSION BOND CUPS AT 15 INCH DIAMETER. E. AT UNE POSTS, FABRIC SHALL BE ATTACHED WITH 17.E -CUPS AT 15 INCH ATTACHED ,x"41 Q1 F. FABRIC SHALL 01 ATTACHED AT BRACE RAILS, TENSION 11 ..f • WIRE AND TRUSS RODS WITH 11E -CUPS AT TWO FOOT INTERVALS. DIVISION 4 ANTENNA SYSTEM PART 1 GENERAL 4.1 WORK INCLUDED A ERECT FURNISHED TOWER AS INDICATED IN THE DRAWINGS. 1. TOWER SHOULD BE TEMPORARILY GROUNDED DURING ERECTION. THE GROUNDING IS 70 INCLUDE BASE(3) AND ANCHORS. 2. TOWER SHOULD 139 TEMPORARILY UGHTED, AS PER FM REGULATION DURING CONSTRUCTION. 8. INSTALL. ANTENNAS AS INDICATED ON DRAWINGS AND OWNER SPECIFICATIONS. C. INSTALL ANTENNA PLATFORM AS INDICATED ON DRAWINGS. D. INSTALL FURNISHED GALVANIZED STEEL WAVE GUIDE LADDER. E. INSTALL WAVE -GUIDE BRIDGE AS INDICATED ON DRAWINGS. F. SUPPLY AND INSTALL ONE (1) INSULATED GROUND BAR ON EQUIPMENT BUILDING. 4.2 RELATED WORK A. FURNISH THE FOLLOWING WORK AS SPECIFIED UNDER CONSTRUCTION DOCUMENTS, BLIT COORDINATE WITH 0111ER TRADES PRIOR TO BID. 1. FLASHING OPENING INTO OUTSIDE WALLS. 2. SEAL A110 CAULK ALL OPENINGS. 3. PAINTING. 4. CUTTING AND PATCHING, 4.3 REQUIREMENTS OF REGULATORY AGENCIES A FURNISH U.L. 115TE0 EQUIPMENT WHERE SUCH LABEL IS AV/ARABLE, INSTALL IN CONFORMANCE WITH U.L. STANDARDS WHERE APPUCABLE 8. INSTALL ANTENNA, ANTENNA CABLES; GROUNDING SYSTEM IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS 1N EFFECT AT PROJECT LOCATIONS AND RECOMMENDATIONS OF STATE AND LOCAL BUILDING CODES, SPECIAL CODES HAVING JURI50ICT10N5 OVER SPECIFIC PORTIONS OF WORK. THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: 1. EIA - ELECTRICAL INDUSTRIES ASSOCIATION RS -222. STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. 2. FAA - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC 70/7460 -IH, OBSTRUCTION MARKING AND LIGHTING. 3. FCC - FEDERAL COMMUNICATIONS COMMISSION RULES AND REGULATIONS FROM 715, OBSTRUCTION MARKING AND LIGHTING SPECIFICATION FOR ANTENNA STRUCTURES AND FORM 71517, HIGH INTENSITY OBSTRUCTION LIGHTING SPECIFICATION FOR ANTENNA STRUCTURES. 4. A50 - AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 5. NEC - NATIONAL ELECTRICAL CODE - ON TOWER LIGHTNING KITS. 6. UL - UNDERWRITERS' LABORATORIES APPROVED. 7. IN ALL CASES. PART 77 OF THE FM RULES AND PARTS 17 AND 22 OF THE FCC RULES ARE APPUCABLE N40 IN THE EVENT OF CONFLICT, SUPERSEDE ANY OTHER STANDARDS OF SPECIFICATIONS. B. 2003 LIFE SAFETY CODE NEPA - 101. an s t 2003 o, rix C �, 1flfl=FC . nnTialc, Z. Fes. G. A MAX}MUD GAP OF 2" WILL 8E PERMITTED BETWEEN THE CHAIN UNK FABRIC AND THE FINAL GRADE. H. GATES SHALL BE INSTALLED SO LOCKS ARE +ria' ACCESSIBLE FROM BOTH SIDES. d 1 GATE HINGE 80475 511ALL HAVE THEIR THREADS PEEND OR WELDED TO PREVENT UNAUTHORIZED REMOVAL J. C011086 E 70 BE A MINIMUM OF 2.560 PSI, 3.11 PROTECTION A. UPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL AND POINT FIELD CUTS OR GALVANIZING BREAKS WITH GALVANIZING REPAIR PANT WITH 3 COATS COU? GALVANIZED TO CLEANED SURFACES. APPLICABLE STANDARDS: 1. ASTM -F1083 STANDARD SPECIFICATIONS FOR PIPE STEEL HOT DIPPED ZINC COATED (GALVANIZED) WELDED FOR FENCE STRUCTURE. 2. ASTM -F626 STANDARD SPECIFICATIONS FOR FENCE FITTINGS. 3. ASTM -4392 STANDARD SPECIFICATIONS FOR ZINC COATED. 4. ASN -A617 STANDARD SPECIFICATIONS FOR METALLIC COATED STEEL WIRE FOR CHIN UNK FENCE FABRIC, TYPE I, ALUMINUM COATED. 5. A5T14-4525 STANDARD SPECIFICATIONS FOR STEEL SHEET ZINC COATED (GALVANIZED) 8Y TWE HOT -DIPPED PROCESS. 6. ASTM -A570 SPECIFICATION FOR HOT -ROLLED CARBON STEEL SHEET AND TRIP STRUCTURAL QUALITY. 7, ASTM -A585 STANDARD SPECIFICATION FOR ALUMINUM COATED STEEL BARBED WIRE, TYPE I. OESION TEAM EG POWER ENGINEERING axr War.hin :AWne,SAl , mr{7305„-0.30 Vac .. NUS,. MICHAEL KOCH, ARCHITECT LLC MCIV.O.CitPCIVLIA sarcw 11£10 MELT ▪ Caawmoromc / 5ocI M sa COTTONWOOD SURVEYING & ASSOC., INC. 544.7,<1 ST A,Y. 41,456VE0.0.11.5 544::5,,1 11,)503d22,1, CG'TAR: IAROUI M,SERS3.W rad,arta.. Ina. a war,. Tom W.am '5'6 .Aar ar.e.,...um. mwu.1.4 .* T -MOBILE BAIR RANCH DN 2052-A MAIMS ND 1.41119I NAVY .ON'ANtC, TOM IKY TOT EE R 1415/1 1 DR DEDil®117i1Vli TEE4mmt COW EF TIE MCHTECT mo sum PROJECT )FORMATION CO -0379D BAIR RANCH 66418 U,S, HWY 6 & 24 GLENWOOD SPRINGS, CO CO -LOCATION ON TOWER NEW SHELTER REV DATE LS1LE 2 9 4 5 09(29105 091633 09f26105 13/1.05 111r^.6r05 CD RENEW GET OD181117*BE7 CO TTEVEW BET CO PEVEW SET CD FSR. SET CHA E. KOCH 203614 r . '-..la24 * . GENERAL NOTES AND SPECIFICATIONS SHEET N74EER SP -1 OMSION 15 MECHANICAL PART 1 GENERAL A. INCLUDED - WORK OF THIS SECTION GENERALLY INCLUDES PROVISIONS OF LABOR, MATERIALS, EQUIPMENT, ACCESSORIES, NECESSARY FOR INSTALLATION OF MECHANICAL SYSTEMS SHOWN ON THE CONTRACT DRAWINGS ANO SPECIFIED IN THE GENERAL NOTES. INTENT OF CONSTRUCTION DOCUMENTS IS TO PROVIDE THE OWNER WTTTR A COMPLETE AND OPERATING FACILITY, AND ANY MINOR ITEMS OMITTED BUT OBVIOUSLY NECESSARY TO ACCOMPLISH INTENT SHALL BE PROVIDED WHETHER OR NOT SHOWN OR SPECIFIED. B. RELATED - THE GENERAL REQUIREMENTS DIVISION OF THE GENERAL NOTES 15 HEREBY MADE PART OF THE WORK OF THIS SPECIFICATION SECTION. THE REQUIREMENTS OF THIS SPECIFICATION SECTION APPLIES TO THE WORK OF ALL SECTIONS OF DIVISION 15. 1. WORK PERFORMED BY OTHERS INCLUDES INSTALLATION OF ELECTRICAL EQUIPMENT. EXCEPT AS NOTED OTHERWISE ON DRAWINGS OR IN SPECIFICATION. 2. ELECTRICAL DIVISION 16. O. ORDINANCES AND CODES. 1. ALL WORK SHALL BE EXECUTED AND INSPECTED IN ACCORDANCE WITH ALL UNDERWRITER'S, PUBLIC UTILITIES, LOCAL AND STATE CODES AND REGULATIONS APPLICABLE TO THE TRADE AFFECTED. RECOMMENDATIONS OF ATA, NEPA, OSHA, AND ASHRAE AND APPLICABLE STATE ENERGY CODE COMPLIANCE SHALL BE RIGIDLY FOLLOWED. 2. SHOULD ANY CHANGE IN THE PEWS AND SPECIFICATIONS BE REQUIRED TO COMPLY WITH THESE REGULATIONS. THE CONTRACTOR SHALL NOTIFY THE OWNER BEFORE SUBMFITING HIS BID. AFTER ENTERING INTO CONTRACT WITH THE OWNER, THE CONTRACTOR WILL BE HELD ACCOUNTABLE TO COMPLETE ALL WORK NECESSARY TO MEET THESE REQUIREMENTS AT HES OWN EXPENSE. 3. WHERE THE WORK REQUIRED BY THE DRAWINGS AND SPECIFICATIONS IS ABOVE THE STANDARD REQUIRED, R SHALL BE DONE AS SHOWN OR SPECIFIED. D. PERMITS - THE CONTRACTOR SHALL ARRANGE AND PAY FOR ALL PERMITS IN CONNECTION WITH THE WORK HEREINAFTER SPECIFIED AND AT COMPLETION OF THE WORK FURNISH THE OWNER WITH THE FINAL CERTIFICATE OF INSPECTION. E. DRAWINGS - THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF THE PROPOSED WORK. DETAILS OF PROPOSED DEPARTURES DUE TO ACTUAL FIELD CONDITIONS OR OTHER CAUSES SHALL BE PROVIDED FOR. NO EXTRA WILL BE PAID FOR CORRECTING FAULTY. POORLY ARRANGED, OR POORLY COORDINATED WORK. F. SITE EXAMINATION - 5HE CONTRACTOR SHALL VISIT THE PREMISES 50 AS TO ASCERTAIN THE EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. NO EXTRAS WILL BE ALLOWED FOR HiS LACK OF KNOWLEDGE OF THESE CONDITIONS. G. COMPLETE INSTALLATION - THE CONTRACTOR SHALL FURNISH AND INSTALL ALL INCIDENTAL PARTS, VALVES, FITTINGS, PUMPS, CONTROL VALVES AND CONTROL WIRING REQUIRED FOR THE PROPER FUNCTION OF ALL COMPONENT PARTS, THE COMPLETE INSTALLATION SHALL FUNCTION SMOOTHLY AND NOISELESSLY TO THE FULL EXTENT OF THE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL COMPLETE HIS INSTALLATION AS RAPIDLY AS GENERAL CONSTRUCTION PERMITS. AU. FILTERS, STRAINERS, AND SAFETY DEVICES SHALL BE PROPERLY INSTALLED BEFORE STARTING EQUIPMENT. THE OWNER SHALL BE LEFT WITH A NEW SET OF FILTERS AT FINAL ACCEPTANCE. H. COORDINATION - BEFORE ANY EQUIPMENT IS PURCHASED OR FABRICATED AND BEFORE RUNNING AND/OR FABRICATING ANY LINES OF PIPING AND DUCTWORK, THE MECHANICAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL ASSURE THEMSELVES THAT THEY CAN BE RUN AS CONTEMPLATED. BECAUSE OF THE SMALL SCALE OF THE DRAW/RCS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FIRINGS AND ACCESSORIES THAT MAY BE REQUIRED. THE MECHANICAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL CAREFULLY INVESTIGATE AU. OTHER MECHANICAL, AND ELECTRICAL AND STRUCTURAL DRAWINGS AND FINISH CONDITIONS AFFECTING ALL OF THEIR WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, VALVES, DUCT TRANSITIONS, OFFSETS AND ACCESSORIES AS MAY 8E REQUIRED TO MEET SUCH CONDITIONS, AT NO AODMONAL COST. I. SUBMITTALS - WITHIN 5 DAYS AFTER PROPOSAL ACCEPTANCE, THE CONTRACTOR SHALL SUBMIT TO THE OWNER FOR APPROVAL TWO (2) COPIES OF SHOP DRAWINGS ON EACH ITEM OF EQUIPMENT WHETHER AS SPECIFIED OR SUBSTITUTED. SHOP DRAWINGS SHALL ONE OVERALL DIMENSIONS, WEIGHTS, METAL GAUGES, MATERIALS, CERTIFIED CAPACITIES, BRAKE HP, MOTOR HP, TUBE DIAMLILNS FRICTION DROP AND NAMEPLATE DATA. THE CONTRACTOR SHAW. 8E RESPONSIBLE FOR CHECKING SHOP DRAWINGS BEFORE SUBMITTING FOR APPROVAL THE OWNER'S CHECK SHALL BE GENERAL AND DOES NOT RELIEVE THE CONTRACTOR OF FINAL RESPONSIBILITY FOR A COMPLETE JOB TO THE INTENT OF PEWS AND SPECIFICATIONS, ALL CONTROL DIAGRAMS AND EQUIPMENT SHOULD BE ASSEMBLED IN ONE SUBMITTAL. J. SUBSTITUTION OF EQUIPMENT 1. BIDS SHALL BE BASED ON PROVIDING ALL EQUIPMENT MENTIONED BY BRAND NAME IN PLANS AND SPECIFICATIONS. NO SUBSTITUTION SHALL BE CONSIDERED FOR BIDDING. 2. THE CONTRACTOR SHALL ATTACH A LIST OF PROPOSED SUBSTLriIDONS, GIVING THE AMOUNT TO BE ADDEO OR DEDUCTED TO CONTRACT PREOE FOR EACH ITEM. COMPLETE ENGINEERING DATA SHALL BE SUBMITTED ON EACH REQUEST FOR SUBSTITUTION ITEM. SUBSTITUTE ITEMS SHALL BE EQUAL OR BETTER THAN ITEMS MENTIONED IN REGARD TO ALL ACCESSORIES, CAPACITIES, DURABILITY AND APPEARANCE. CONTRACTOR SHALL PAY ALL COSTS INCURRED TO MAKE SUBSTITUTE ITEMS FIR REQUIRED SPACE WITH MAINTENANCE CLEARANCES - PIPING. SHEET METAL ELECTRICAL OR BUILDING ALTERATION SHALL BE INCLUDED IN SAID COSTS. K. GUARANTEE - ALL MATERIAL AND WORKMANSHIP INSTALLED ANO/OR FURNISHED UNDER THIS SECTION OF WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER. ANY DEFECTS OR FAULTY WORKMANSHIP SHALL BE CONTRACTOR'S RESPONSIBILITY AND SHALL BE CORRECTED ENTIRELY AT HIS EXPENSE. PART 2 PRODUCTS A. APPROVED MANUFACTURERS - APPROVAL BY NAME LISTED IN 11145 SPECIFICATION 00ES NOT IMPLY THAT THE MANUFACTURER STANDARD PRODUCT MEETS THE INTENT OF THE DRAWINGS AND SPECIFICATION. R IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY ALTERATIONS, MATERIALS, LABOR. ETC., AS APPROVED BY THE OWNER TO MEET THE FULL INTENT OF THE DRAWINGS AND SPECIFICATIONS, THIS IS TO INCLUDE, BUR NOT NECESSARILY BE LIMITED TO ELECTRICAL, STRUCTURAL, MECHANICAL, AND ARCHITECTURAL ALTERATIONS AND REVISIONS NECESSARY TO PROVIDE A COMPLETE AND OPERATING FACILITY AT NOT ADDITIONAL COSTS TO THE OWNER. 8. MATERIALS - MATERIALS THROUGHOUT SHALL BE NEW AND OF THE BEST GRADES SPECIFIED. THEY SHALL BE STANDARD CATALOG TEEMS AND MANUFACTURED BY NATIONALLY KNOWN MANUFACTURERS OF THE ITEMS SPECIFIED, CONTRACTOR SHALL RECEIVE AND BE RESPONSIBLE FOR ALL OWNER FURNISHED EQUIPMENT AND PROVIDE ROUGH -1N AND FINAL CONNECTIONS FOR ALL MECHANICAL EQUIPMENT FURNISHED UNDER THIS CONTRACT OR BY OTHERS. THE CONTRACTORS SHALL BE PROVIDE SUITABLE SHED FOR THE STORAGE OF ALL MATERIALS DURING PROCESS OF THE JOB. C. SOLDER - ALL SOLDER USED ON SWEAT FITTINGS SHALL BE 95-5 HARD SOLDER UNLESS BRAZING OR SILVER SOLDER 15 SPECIFIED. ALL BURIED COPPER PIPING SHALL BE SILVER SOLDERED. D. FLOOR. CEILING PLATES, FLANGES - PROVIDE TIGHT FITTING FLOOR AND CEILING PLATES ON PIPES PASSING THROUGH WALLS, CEIUNGS, FLOORS, NICKEL OR CHROME PLATE IN FINISHED AREAS. PROVIDE WALL AND CEILING FLANGES FOR DUCTS IN FINISHED AREAS. PART 3 EXECUTION A. WORKMANSHIP 1, WORK THROUGHOUT SHALL BE PERFORMED BY PERSONS SKILLED 111 THE INSTALLATION OF THE VARIOUS TRADES OF THE WORK HEREIN SPECIFIED. 2. AL1 PIPING AND DUCT WORK SHALL RUN CONCEALED IN FINISHED AREAS EXCEPT WHERE NOTED OTHERWISE OR AS CHROME PLATED PLUMBING FIXTURE CONNECTIONS. B. CURBS, BASES, SUPPORTS - MAJOR CURBS, OPENINGS, AND EQUIPMENT SUPPORTS WILL BE PROVIDED UNDER THE GENERAL SECTION OF THIS CONTRACT ONLY WHERE SHOWN ON ARCHITECTURAL OR STRUCTURAL PLANS. AL1 OTHER SUPPORTS, ANCHORS, AND BASES SHALL BE PROVIDED BY MECHANICAL CONTRACTOR FOR AU. MECHANICAL EQUIPMENT. EQUIPMENT SHALL BE SUPPORTED PER MANUFACTURER'S RECOMMENDATIONS FOR NOISE -FREE INSTALLATION. C. REMOVAL OF EXISTING WORK - ALL EXISTING MECHANICAL EQUIPMENT, PIPING, ETC., REMOVED BY CONTRACTOR SHALL BE THE PROPERTY OF THE BUILDING. SUCH ITEMS WILL 8E DISPOSED OF AT THE BUILDING OWNER'S DISCRETION. D. REMOVAL OF RUBBISH - ON COMPLETION OF HIS WORK, THE CONTRACTOR SHALL REMOVE ALL OF HIS TOOLS, SCAFFOLDING, DEBRIS, ETC., FROM THE GROUNDS AND LEAVE THE PREMISES PERFECTLY CLEAN. E. OPERATING AND MAINTENANCE INSTRUCTIONS - UPON COMPLETION, THE CONTRACTORS SHALL MAKE UP A SET OF OPERATING AND MAINTENANCE INSTRUCTIONS COVERING All. MECHANICAL EQUIPMENT WITH MOVING OR MOVEABLE PARTS INCLUDING GENERAL OPERATING OR HEATING, PLUMBING, AND COOLING SYSTEMS AND SHALL ONE THE OWNER POUR (4) COPIES OF THESE INSTRUCTIONS. MANUFACTURER'S PRINTED OPERATIONS AND MAINTENANCE INSTRUCTIONS SHALL ALSO BE PROVIDED FOR EACH PIECE OF EQUIPMENT, 1. NAME, ADDRESS, AND TELEPHONE NUMBER OF PARTY TO 8E CONTACTED FOR 24 HOUR SERVICE FOR EACH REM OF EQUIPMENT, 2. STARVING, STOPPING. LUBRICATION AND ADJUSTMENT SHALL 8E CLEARLY INDICATED FOR EACH PIECE OF EQUIPMENT. 3. PREPARE 8 1/2' X 11" COPIES WITH BINDING EDGE OF APPROPRIATE SCALE TO INDICATE ALL EQUIPMENT. RESPECTIVE SWITCHES, AND VALVE LOCATIONS. BIND IN INSTRUCTION BOOK. 4. ALL USABLE MATERIALS SHALL BE RETURNED TO WAREHOUSE WITH ITEMIZED LIST. DIVISION 16 - GENERAL ELECTRIC PART 1 - GENERAL A. SUBMITTAL OF BID INDICATES CONTRACTOR 13 COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. B. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATIONS TEST, AND EXAMINATION PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT ANO DISCREPANCIES. C. HEIGHTS SHALL BE VERIFIED WITH OWNER PRIOR TO INSTALLATION. D. THESE PA45 ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. E. ELECTRICAL SERVICE - 120/240V. L -PHASE, 3 -WIRE. 200A SERVICE. F. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS. INSURANCE, EQUIPMENT. INSTALLATION. CONSTRUCTION TOOLS, TRANSPORTATION. ETC.. FOR A COMPLETE AND PROPERLY OPERATIVE 51 SEEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HERE -IN AND/OR AS OTHERWISE REQUIRED. G. ALL. MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHAT.L BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTEO "J" WHERE SUBJECT TO SUCH APPROVAL- MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF THE INDUSTRIAL SAFETY AND ALL GOVERNING EDDIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA, AND N8FU, H. ALL CONDUIT INSTALLED MAY 0E SURFACE MOUNTED UNLESS OTHERWISE NOTED. I. CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE. COUNTY AND LOCAL CODES AND OSHA. J. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATIONS, AT THE EXPENSE OF THE CONTRACTOR. K. ALL CONDUIT ONLY SHALT HAVE .A PULL. WIRE OR ROPE. L. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL 'AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB. SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS. M. All BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC., SHALL BE TURNED OVER TO OWNER UPON 408 COMPLETION. N. USE T -TAP CONNECTIONS OH ALL MULTI -CIRCUITS WITH COMMON NEUTRAL CONDUCTOR FOR LIGHTING FIXTURES. 0. ALL CONDUCTORS SHALL BE COPPER. P. ALL CIRCUIT BREAKERS, FUSES, AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND MINIMUM OF 10,000NC. Q. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPUCABLE CODES, R. PATCH. REPAIR. AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK. S. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED FN ACCORDANCE WITH APPLICABLE LOCAL. BUILDING CODES. T. RECEPTACLE SHALL BE 20 AMPERE, 125V, HUBBELL #5362, IVORY OR AS REQUIRED BY THE ARCHITECT OR APPROVED EQUAL U. WALL SWITCHES SHALL BE SINGLE POLE, HUBBELL #1221, IVORY 0R AS REQUIRED BY THE ARCHITECT OR APPROVED EQUAL, V. PLASTIC PLATES FOR ALL SWITCHES, RECEPTACLES, TELEPHONE AND BLANKED OUTLETS, SHALL HAVE ENGRAVED LETTERING WHERE INDICATED ON DRAWINGS. WEATHERPROOF RECEPTACLES SHALL HAVE SIERRA #WPO -8 LIFT COVERPLATES. W. WIRE AND CABLE CONDUCTORS SHALL BE COPPER 112 AWG. MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. X. GROUNDING CONDUCTORS SHALU, 85 S0U0 TINNED COPPER AND ANNEALED #2, EXCEPT A5 NOTED. Y. METER SOCKET, AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE A5 NOTE0 ON THE DRAWINGS, MANUFACTURED BY SQUARE O COMPANY OR EQUAL Z. ALL MATERIALS SHALL. BE U.L USTED. AA. CONDUIT 1. RIGID CONDUIT SHALL BE LLL LASELE0 GALVANIZED ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. RIGID CONDUIT IN CONTACT WITH EARTH SHALT. BE 1/2 LAPPED WRAPPED IN HUNTS WRAP PROCESS NO. 3. 2. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL FIRING SHALL BE GLAND RING COMPRESSION TYPE. EMT SHAJU, SE USED ONLY FOR INTERIOR RUNS. 3. FLEXIBLE METALLIC CONDUIT SHALL BE U.L. LISTED LABEL AND MAY BE USED WHERE PERMITTED BY NEXTEL. FITTINGS SHALL BE "JAKE" OR 'SQUEEZE" TYPE, SEAL 11011T FLEXIBLE CONDUIT. ALL CONDUITS SHALL HAVE FULL SIZE EQUIPMENT GROUND WIRE. 4. CONDUIT RUNS SHALL BE SURFACE MOUNTED IN CEIUNCS OR WALLS UNLESS I110ICATE0 OTHERWISE. CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHT ANGLES TO CEILING, FLOORS, OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH THE OWNER PRIOR TO INSTATING. NO HORIZONTAL CONDUITS SHALL 86 BELOW 7'-6" A.F.F. NO BX OR ROMEX CABLE IS PERMITTED. 5. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 (UNLESS OTHERWISE NOTED) AT A MINIMUM DEPTH OF 24' BELOW GRADE. 6. THREADLESS CONNECTORS ARE NOT ALLOWED ON RIGID CONDUIT. BB. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. CC. COORDINATE THE ELECTRICAL SERVICE WITH THE UT1LI€Y COMPANY. DD. UPON COMPLETION OF WORK, CONDUCT CONTINUITY SHORT CIRCUIT, AND FALL POTENTIAL GROUND TESTS FOR APPROVAL SUBMIT ItSI REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK 114 COMPLETION A140 UNDAMAGED CONDITION. 5E. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COST TO BE PAID BY CONTRACTOR. FF. GROUNDING CONNECTIONS 1. EXTERNAL CONNECTIONS a. ALL EXTERNAL GROUNDING CONNECTIONS SHALL SE MADE BY THE 'CAD WELD' PROCESS. CONNECTIONS SHALL INCLUDE ALL CABLE TO CABLE SAUCE, ETC. ALL CABLE TO GROUND RODS, AND LIGHTNING PROTECTION SYSTEM AS INDICATED. AU. MATERIALS USER (MOLDS, WELDING METAL. TOOLS, ETC.) SHALL, BE MADE BY 'CAD WELD' AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES. b. ALL INTERIOR GROUNDING AND BONDING CONDUCTORS 514A1.1. BE CONNECTED BY TWO HOLES TYPE (COMPRESSION) CONNECTIONS (EXCEPT FOR THE ACED AND GROUND ROD) MECHANICAL CONNECTIONS, FRTING OR CONNECTIONS THAT DEPEND SOLELY ON SOLDER SHALL NOT 8E USED. 2. GROUND RODS a. ALL GROUND RODS SHALL BE 3/4' DIAMETER X 10'-0" LONG `COPPER WELD' OR APPROVED EQUAL OF THE NUMBER AND AT LOCATIONS INDICATED. GROUND RODS SHALL BE DRIVEN FULL LENGTH VERTICAL IN UNDISTURBED EARTH. ALL. GROUND RODS TO BE B' APART UNLESS OTHERWISE NOTED. 3. GROUND BARS a. ALL GROUND BARS SHALL BE 1/4" THICK BARE COPPER PLATE AND OF SIZE INDICATED ON DRAWINGS. 4. CABLES a. ALL GROUNDING CABLES SHALL BE STANDARD TNND SOLID BARE COPPER PLATE AND OF SIZE INDICATED ON DRAWINGS. b. WHEN THE DIRECTION OF THE CONDUCTOR MUST CHANGES, RT SHALL BE DONE GRADUALLY. THE CURVATURE OF THE TURN SHALL BE DONE 144 ACCORDANCE WITH THE FOLLOWING CHART; GROUNDING, CONDUCTOR. SIZE, MINIMUM BENDING RADIUS TO INSIDE EDGE N0. 6 AWG. TO N0. 4 AWG. - 3' N0. 6 AWG. TO NO. 1/0 AWG - 6' N0. 2/0 AWG. TO 750 kcmil - 1' BUS BAR NO RESTRICTIONS 5, GROUNDING RING a. THE GROUND RING ENCIRCLING THE BUILDING SHALL 8E A MINIMUM 512E OF NO. 2 AWG TNND BARE COPPER CONDUCTOR IN DIRECT CONTACT WITH THE EARTH AT A DEPTH OF NOT LESS THAN 30' (MIN.) CONDUCTOR • BENDS SHALL HAVE A MINIMUM RADIUS OF 8 INCHES. b. ALL EXTERNAL GROUND RINGS ARE TO BE JOINED TOGETHER AND ALL CONNECTIONS SHALL BE 'CAD WELD', NO LUGS OR CLAMPS WILL BE ACCEPTED. 6. FENCE/GATE a. GROUNDING ALL SECTIONS OF FENCE AND GATE AS INDICATED ON DRAWINGS. GROUND EACH GATE POST AND CORNER POST. ALL OTHER CONNECTIONS FOR THE GROUND GRID SYSTEM SHALL BE MADE BY 1115 'CAD WELD' PROCESS AND INSTALLED PER MANUFACTURE'S RECOMMENDATIONS AND PROCEDURES. GG. NEW TEST PROCEDURE TO BE RELEASED, HH. GROUNDING RESISTANCE TEST REPORT. 1. UPON COMPLETION OF THE TESTING FOR EACH SITE, .4 TEST REPORT SHOWING RESISTANCE IN OHMS WITH AUXILIARY POTENTIAL ELECTRODES AT 5 FEET AND 10 FEET INTERVALS UNTIL THE AVERAGE RESISTANCE STARTS INCREASING AND ALSO NOTE THAT 10-15 PHOTOS MUST BE TAKEN TO PROOF ENTIRE EXTERNAL GROUND RING SYSTEM BEFORE BACKFILL OR NOTIFY PROJECT MANAGER NO LESS THAN 48 HOURS IN ADVANCE TO BACKFILL It, IYNG SHALL BE COMPLETED BY GENERAL CONTRACTOR AND TWO (2) SETS OF TEST DOCUMENTS ARE TO BE BOUND AND SUBMRTEO WITHIN ONE WEEK OF WORK COMPLETION. (,itcc -..5, 115546 TEAM EG POWER ENGINEERING do .Celwh 0 f.:PiW 51J+>.JI MICHAEL KOCH, ARCHITECT LLC MICHAEL E KOCH. w,w.nnao ofrivrAGOlopamoooo BY/06 M6.160.J660 COTTONW000 SURVEYING & ASSOC., INC. .1£.153 AVE. F1K4511.1.04OWf16 `nwrAw*m nblNlb (x>tiYKT:3i,.ANONK1N6fAFdSA 1110\,4i a.,aga._.E a a a.e.. aur, rn,.,,w. a rrt oa.a. mw "1. pOsi ae* d wi-aId 0111. T -MOBILE BAIR RANCH DN 2052-A Oa WOW Whill11913ATIFUL COMM MTh WY WOE DAWN,. UEED 31 WIMPI041.I1 wrornol COUNT 6F TIE AIM ETAH1as.UR ERUCT MFCRMAT1ON CO -0379D BAIR RANCH 66418 U.S.HWY6&24 GLENWOOD SPRINGS, CO CO -LOCATION ON TOWER NEW SHELTER REV DATE ISSUE 2 S 4 6 08128/05 DBMS 09/26/05 CMOS 019564 CO FREW GET CO REVIEW SET CTI FEV8w SET CD REVIEW GET CD MAL BET DRAWN BY GEOID) BY REG EJB SEAL i'- SI£FI TULE GENERAL NOTES AND SPECIFICATIONS GI -ET MABER SP -2 7 S�UCO. * ANTENNA CENTROID LOCATION 39°36'58.40" N LATITUDE 107°07'44.78" W LONGITUDE NAD 27 NAD 83192 39°38'58.34'N LATITUDE 107°07'46.913 W LONGITUDE NAVD 88 GR0080 ELEV;= 6223 NAVD 88 TOP MONOPOLE ELEV.= 6271 BAR SCALE 0 50 100 Scaler X700' PARENT PARCEL SCALE 1" = 100' 200 R-560.00' D-1558'03" L=156.06" C8=N44.09'06`E c-155.56' EXISTING LEASE PARCEL LFEARSEDPARca R-1340.00' D•20.59'39" L-491.00' CB,tN 46'39'54" E C-488.26' / 1 / N90'00'00"W 194.95' N59'52'141W 141.05' ac GLO MEL PT. 3 r emus CAP ST Mr NO ..NC BA AS E OP . 6 LEASE PARCEL SCALE 1" = 10' LEGAL DESCRIPTION: OVERALL PARCEL A PARCEL OF LAND SITUATED NN TRACTS 30 AND 40. 701REHP 5 50U54 RAW 87 WEST OF 6TH PAW:OPAL IIaROAK COUNTY OF OARRELDI STATE OF COLORADO SAND PARCEL LONG SOUTHERLY OF THE SOUTHERLY RIGHT -CF -WAY OF TLE OI PMR AND RIO GRANGE RAILROAD AND BEING MORE PARTICULARLY DESCRIED AS FE4LOWS BRRAS5 CAP CINNING AT ND ` 7i0400 DDE or moor 34 A MYY LIC OF SAD TRACT 40 81.12 FEED mice 500100001W 494.98 FEET 1a THE OCRTHE4S7 8.1 CORNET OF A FARCE. CF' LAND DESCRIBED MI =MICR N0. 362043 AS RECORDED IN OE WOWED COUNTY CLERK AND RECORDERS CFF & THENCE 4i5052'14'W MARN10 N89'01551V ALONG SAID PARCEL OF LANA moo Fat THENCE s41'45'061W (REO Od BEARING Sal i6" AL0N0 7134N47TNMEETERI.Y CNE' CM' SAD PARCEL 52.33 FEET 70 A ON AN E»STNNG FENCE LIN:• THENCE N38146'W ALONG SAID FE'Nc,E 434.14 FEET 70 A POW HE SOUTHERLY RIGHT -OF -194Y OF 700 MYERR AFD RIO CREME RAILRO�AAD:� CONTINUE° ALONG SADINR RT -OF WAY THE MOVIE MREr1 ALONG DE ARC 0F A NON, TANGENT CUR1£ 70 700 LEFT. RAVMID A RAIMUS 134400 FEET, A =BEAL FEET (CHORD BEARS N463P'34 E max E425 or ' A DISTANCE TF GENC0 FEET) TO A POINT OF TANGENCY: 2} NITIO05'E 265.93 FEET, ALONG TIE AR0 OF A TANGENT CURVE 1'D TUE MIGMT. RAIGNO A RADIUS OF soo.00 FEET. A CENTRAL ANGLE OF 1E68'03 ; A DES'TAICE OF 158.06 FEET (CHORD DEARS 144400.06T 16E86 FEET} To A paw ON ow EASTE00Y UN OF 5A10 TRACT 3 Oen 500'00.00'E ALONG SAD £4S1ERLY LUNE 940.42 FEET 70 TLE POINT OF BECIMMO SAD PARCEL CONTAINING 8.237 ACRES MORE 00. LESS LEGAL DESCRIPTION: 15' ACCESS AND UTILITY EASEMENT A t5° ACCESS AND UTILITY EASEMENT LIMBO 7.5 FLET E400 SEE OFA OEM7ER UNE MORE PARTICULARLY DESCRIED AS AZLOWS /ECERNIN4 ATA POINT 1400 BEARS SIMEI VI'W 284.24 FEET FRO, A FOUND 3' QUO. CAF; MICE N41'42'32E 64.09 FELT THENCE N60V7'30$ 71.72 FEED HENCE N3320'491: 34.45 FEEL; THENCE NI2'14b7"E 44.15 FEE7) 110717'40"E 3.38 FEET; THENCE NR8'30't3'E 120.86 FUR THENCE N131I2'S3 E 39&42 FEET; THENCE N1033'S6"W 152.86 FEET TO A POINT 014 THE SOUTH BOUNDARY A PROPOSED LEASE AREA AND THE POINT OF 'Rooms. TAE SDE IRE OF SAA EASOIDIT FEIRI SNOR7004 AND LETA11004 TO WOMAN OAPS AND OVERLAPS LEGAL. DESCRIPTION: LEASE PARCEL A PARCEL OF LANA SITUATED IN TRACTS 351, TOWNSHIP 5 SOUTH. RANGE 87 WEST OF THE 87N PRINCIPAL ADMAN. COUNTY OF 0415E1D. STATE OF MORN)* SAD PARCEL LW4G SOUTHISTLY OF TIE SOUTHERLY RIGHT -CF -1841 OF RE DENIER AIA RIO GRAMDE RAILROAD AND BERG YORE PARTICULARLY DESCREW AS FOLLOWS COAMENCIIO AT AMIE POINT N0. 3 OF TRACT 39. A GOVERNMENT MHO 0014 E' BRASS OAP FOUND 1N PLATS,' MICE N00'OO'OO'T EOM TUE EASTERLY .NNE OF SAID TRACT 39 A DISTANCE OF 818.82 FEET TWICE N901O0'OO'W A DISTANCE OF 8.00 FEET 70 TIE" 7100E POINT OF BEREA 'KENDE N90170'001W A DISTANCE eF 5400 FEET) THENCE NO0100'cO'E A DISTANCE OF 5400 FEET: T7ENGE soo'oo'0D'1E A MAW E CF &t00 FEET HEW 500V0'00'W A DISTANCE OF 50.00 FEET 70 THE IRUE POINT OF MONK SAA PARC . CONTAINING 2500 SQUARE FEET MORE 0R LESS. CERTIFICATION: HEREBY HAROLD 74YREOMI TRACT UNDER MY MDT SUPERVISION AND TRACT OF LANA AND THE 0475 Ad -2f-05 -,,1►E'V,STATE CF CC.ORtAD4 DO MOMS : r WAS 5 1(160 E DESCRIBED F eF EBQU. NOTES: 1. DATE OF SUa1C7: AUGUST 2N, 2005 2. STREET ACONF SS' . 66418 ILS MOHWAY 6 * 24, GLEN= WRINGS, COLCRA00 81601 8. THIS SURVEY DOES NOT COMMUTE A TITLE SEARCH 8Y OSSA 71) DEI7IBLMIE 01INERSHP OR EASEMENTS OF RECORD. FOUR ALL M0'ONOMATNOM REGARDING 5400005, 010075 -OF -14%% ANA TITLE OF RECORD. CERA . Rt7E0 UPON TITLE COMMITMENT Nn 11873-000507-5030 PREPARE) 81' HUS 718,5 SEEM UNC.. DATED AUGUST 1, 2805. 4. NOIRE - ACCORDING TO COLORADO LAW; 70U MUST CramE' ANY LEGAL AC77O4 BASED EMI ANY DEFECT I4 TMs SIMM? *1104 THEE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN N0 LU'NT MAY AMY ACTON RASED UPON ANY yearn 7452 SURVEY BE COLMEN= MONDE MAN TEN TEARS FROM TIE DME OF HE CERTIFICATION SHOWN WRECK & BEARINGS ARE BASED UPON 7IE VOCE 570040 =MAR SURVEY 8Y HARROW SIATEYIKAND YOMt80WEN TIE EAST LITE 0ra AS SHOWN HEREON.aF TRACT BEARS Ni001T0'00'VY & BENCH MARK: NQS CONTROL WE CP5014 ELEV. 6153 0441068} 7. CSA MRO, ASSUI S NO RESPO SBUTY FOR /NE ACCURACY OF THE U/1UTES SHORN MEM THE URL47ES SHOVE HEREON C 4 ARE BASED UPON MARKINGS PROVtTED 8Y THE RESPECP4E MTV 0006441865 AD/On DOR AGEN75 AD/OR MIKE EMOENCE: OSA INC. ASSUMES ALL U7U7ES ARE MARRIED AT THE TILE OF THE STEM 8ESVAI TEAM EG POWER ENGINEERING .1z.,.. � A, ,$41[1116 4aNkraolaW 5,03 11..:06)191.50 ..:war.. .eglo11up51 MICHAEL KOCH, ARCHITECT LLC CIVA KOCKrsrT 96�G5RS1E2.0 SSRCO s00-7650 ,p RCOLORADO OM COLO. wrzcr.co1 COTTONWOOD SURVEYING & ASSOC., INC. 9e1ul&,IIA,r_ 01,3141441. uTwwll,<',u ..nnll.uotBar alta,, � a etrwant Lib... ams.. T -MOBILE BAIR RANCH DN 2052-A ATI.]NIRS NI1V6IRBI 1M18QL MIMEO IfFER WY OCT 1E CIAIP618L i®OA =LOOM MUM RE warm, COW' CF:fEx CT eaec+M. FAO,ECT H c MSTIcN CO -0379D BAIR RANCH 66418 U.S. HWY 6 & 24 GLENWOOD SPRINGS, CO CO -LOCATION ON TOWER NEW SHELTER REV DATE I65LE 2 S 4 5 03290 03701!5 fylI10S EV26105 CO FEVEW SET CO FEYIEW SET CD FEVEW SET CO REVIEW SET C0 PM SET DRAWN BY CI Ep55S BY RAYS CONS SWEET TIRE PARENT/LEASE PARCEL ACCESS & UTIL. ESMT. SHAT 143,0E14 C-1 Waco PILE WITH WOOD FENCE #F] ACCESS ROAD IL?"{EATE PEW FOOT ACCESS TO TI -E SITE VIA WEST of TI -E ANIMAL °OFFAL) SITE PLAN A—I SCALE: 1/32" 6. 1'-0" 46'-10k VIF 0 x x- x 0 lx x0 x L, GPS ANTENNA TYP OF 2 TEST WELLS FOR GOUNDNG SYSTEM TYP OF 2 SEE GROUNDING PLANS x X - x 6 X ---- x x 1T X 2T LEASE AREA OSHA COMPLIANT GALVANI7EF 2' PIPE STEEL GUARD RAIL GALVANIZED STEEL PLATFORM RE STRUCTURAL T-6' X 13-3' PREFABRICATED SFE:LTER AIR CONDITIONING UNIT -- x --- x {E) FENCE TO REMAIN 0 x x x ® T -MOBILE EQUIPMENT ®ELEC MVIER COAX ENTRY PORT POWER ENTRY ICE BRIDGE KEEP 15-0' CLEAR BELOW EE) PAINTED STEEL POLE AN] ANTENNAS NEW 4' CHAIN LINK MAN GATE 2T-0' 6-6' 0 x 0 x 0 N M a 1a5 SD 12 GATE SITE PLAN SCALE: 3/8' 1'—o" cEst[ + TEAM EG POWER ENGINEERING �] 922 Wprbil,ron1,n.K.s9x.1w c>wm. ca.1.0.. rvcc,10. 313451 wrIA MICHAEL KOCH, ARCHITECT LLC nfcnw(1 E MOM Paw .700, owPnuo 3PmnP w.+eo.+esa :4ePoaaxa+rrtcr,c0n COTTONWOOD SURVEYING ASSOC., INC. .,s+P,x 6TMA4nflCOb1M 5t)9)4114':. f9)N1N2i+1, KL&A Inc. M1a� e' oHw .ear.r»aw em' wwt, aw.e• u"aPP a w. 9. .n-.41,.rr.r T -MOBILE BAIR RANCH DN 2052-A AIL [$WWRKN AV)Wf1ii1N WTyYN, OMfN®#BBI WY N]!ffOAK.AIESLamm OE0.0b➢Wunc 1fEMifl1 COMM CF l)E NCH= NO DOOR F4io.ECT FECPPATICN CO -0379D BAIR RANCH 66418 U.S. HWY 6 & 24 GLENWOOD SPRINGS, CO CO -LOCATION ON TOWER NEW SHELTER REV DATE ISS 1 2 3 4 5 03129/05 09f0iKG 13/M5 026,05 CD REVIEW SET CD REVIEW SET Cil REMY BET CD REVIEW SET CD FIA BET Et4Evir e ; SITE PLAN AND ENLARGED SITE PLAN MET WYEER A-1 r U" -� :_t.. F- - H LJLJL__1 H 0 x x x ® T -MOBILE EQUIPMENT ®ELEC MVIER COAX ENTRY PORT POWER ENTRY ICE BRIDGE KEEP 15-0' CLEAR BELOW EE) PAINTED STEEL POLE AN] ANTENNAS NEW 4' CHAIN LINK MAN GATE 2T-0' 6-6' 0 x 0 x 0 N M a 1a5 SD 12 GATE SITE PLAN SCALE: 3/8' 1'—o" cEst[ + TEAM EG POWER ENGINEERING �] 922 Wprbil,ron1,n.K.s9x.1w c>wm. ca.1.0.. rvcc,10. 313451 wrIA MICHAEL KOCH, ARCHITECT LLC nfcnw(1 E MOM Paw .700, owPnuo 3PmnP w.+eo.+esa :4ePoaaxa+rrtcr,c0n COTTONWOOD SURVEYING ASSOC., INC. .,s+P,x 6TMA4nflCOb1M 5t)9)4114':. f9)N1N2i+1, KL&A Inc. M1a� e' oHw .ear.r»aw em' wwt, aw.e• u"aPP a w. 9. .n-.41,.rr.r T -MOBILE BAIR RANCH DN 2052-A AIL [$WWRKN AV)Wf1ii1N WTyYN, OMfN®#BBI WY N]!ffOAK.AIESLamm OE0.0b➢Wunc 1fEMifl1 COMM CF l)E NCH= NO DOOR F4io.ECT FECPPATICN CO -0379D BAIR RANCH 66418 U.S. HWY 6 & 24 GLENWOOD SPRINGS, CO CO -LOCATION ON TOWER NEW SHELTER REV DATE ISS 1 2 3 4 5 03129/05 09f0iKG 13/M5 026,05 CD REVIEW SET CD REVIEW SET Cil REMY BET CD REVIEW SET CD FIA BET Et4Evir e ; SITE PLAN AND ENLARGED SITE PLAN MET WYEER A-1 tio (E) T -MOBILE ANTENNAS PROPOSED 6' NEXTEL ANTENNA ARRAY (12 ANTENNAS, 9 CURRENT AND 3 FUTURE) AT 33' RAD CEN. USE T -ARM MOUNTS, ROUTE COAX OUTSIDE POLE. PAINT TO MATCH EXISTING. (E) PAINTED STEEL MONOPOLE 7' 6" X 13'-4 PREFABRICATED SHELTER, APPROX 8' HIGH ON GALVANIZED STEEL PLATFORM (E) CHAIN LINK FENCE PROPOSED 4' CHAIN LINK MAN GATE (VINYL INSERTS TO MATCH EXISTING) SOUTH ELEVATION SCALE: 1/16" = 1'-0" J L (E) T -MOBILE ANTENNAS PROPOSED 6' NEXTEL ANTENNA ARRAY (12 ANTENNAS: 9 CURRENT AND 3 FUTURE) AT 33' RAD CEN. USE T -ARM MOUNTS, ROUTE COAX OUTSIDE POLE. PAINT TO MATCH EXISTING. (E) PAINTED STEEL MONOPOLE 7' 6" X 13'-4 PREFABRICATED SHELTER, APPROX 8' HIGH ON GALVANIZED STEEL PLATFORM (E) CHAIN LINK FENCE AND GATE WEST ELEVATION SCALE: 1/18' 1'-0" MEM 'EWM EG POWER ENOINEERJNC vuu Odd,.6,05,.m 1 472Y5 555-4350 3105(720) 513-Ax33 w'Po Slm:,rpew"55Aa MICHAEL KOCH, ARCHITECT LLC orc • 31-EKOu. 307 Wn5165.p A,fR MAAR COSOPA0039xS6 3533.3335-71.151 n 31C1.1533w.En.COH COTTON WO00 SURV EYING & ASSOC., INC. 56.67E-6¢sr-6sa 7115x1=1., C(13051351110742 -6^z5 53)131452-6315 m.,3,53Si"7o7nknN5lRY11a 0014 1 a>. r 0.060. n: 60x.) 66rd1£17'�iw NM 115,2•310'°c0yr 066.00.6..t.76K .rv04.1.4.4. T -MOBILE BAIR RANCH DN 2052-A tLcww0416 11Mt178FMN7F1114tMIMED HUM WY 1at it,.,,C0=MEDmttMEN coma t ,0.E FROJECT IIFCRMATICN CO -0379D BAIR RANCH 66418 U.S. HWY 6 & 24 GLENWOOD SPRINGS, CO CO -LOCATION ON TOWER NEW SHELTER REV RATE ISSUE 2 3 4 5 06/29;05 09/0205 09/29'05 10/11/05 nree/26 Cn FEVEW SET CD FEVEW SET Ca FEVEW SET Ca FEVEW SET CD FUN_ SET !tit,» er /404 MICHAEL E. KOCH - ' 203614 AN 4- -'a.�_' TOWER ELEVATION S EET N3,fFR A-2 COM TEM PRE -FINISHED TYP HVAC LOUVER �j-y POWER ENGINEER/NC ?/----GPS Al OF 2 PRE -FINISHED mxw. nr,. Myr, Svme 300 oela".,c w>.�0owi ""�""e"11u",t77.:1116.119A 1.0m: 3 m l� SLIDING DOOR Zo PROPOSED T-6" X 13-4' EQUIPMENT f MICHAEL KOCH, ARCHITECT LLC OPTIONAL EXTERIOR °°7 LIGHT PROPOSED 7-6' X ^^10°ST^MG =VW GOLOM 000196 307.,0.0,070 °' SHELTER WITH 13'-4' EQUIPMENT COTTOOO &ASSO ,INC SURVEY/NG Assoc., Ixc. , PAINTED METAL FINISH \ I I I��IILI SHELTER WITH kw1E. AIM MIL GIRMBVI GO= �o METAL FINISH 1710MG 7.1 COMM, S 111 1 PRE -FINISHED _ HVAC LOUVER ... ��— GALVANIZED 2' PIPE RAIL. BOLTED TOS 47 II ELA Ina.K GALVANIZED 2" PIPE '" GRADE VARIES VERIFY IN FIELD RAIL BOLTED TO PLATFORM EDGE FOOTINGS RE PLATFORM EDGE i • FOOTINGS RE 7.,---- STRUCTURAL STRUCTURAL WEST ELEVATION GRADE VARIES T -MOBILE BAIR RANCH VERIFY IN FIELD DN 2052-A NS MAI4103 No VI' MEN Wank =WANED 16Ri WY lig I PAI.EM LBU at mama) %MIK,FE YIIPM © SOUTH ELEVATION °°�"11PEMINT=° ` PRDJEOINFORMATFON 7 SCALE: 1/2" = 1'-0" 0 SCALE: 1/2' = 1'-0' ® CO -0379D BAIR RANCH 66418 U.S, HWY 6 & 24 GPS TYP GLENWOOD SPRINGS, CO OF 2 PRE -FINISHED CO -LOCATION ON TOWER Ilk SLIDING DOOR NEW SHELTER COAX ENTRY PROPOSED 7-6' X FEY OAS PORT PROPOSED 7' 6" X °O 13'-4' EQUIPMENT 2 SHELTER WITH s PAINTED METAL 5 FINISH 09/61P56 ss cO FE'VEW SST CD IEVIEW EET n REVIEW co 13-4' EQUIPMENT SHELTER WITH PAINTED METAL FINISH L4jA r . p qY y �_. .. ``: IIIIIIIII f' ' _ GALVANIZED 2' PIPE /d \ � \* RAIL BOLTED TO PLATFORM EDGE ti f GALVANIZED 2' PIPE j, \ 0 RAIL BOLTED TO a r� °� n t ! G � `0.r 6 E. E. . Cr7 ti ' i .A. PLATFORM EDGE f g x ELECTRIC AND GENERATOR y ,OCH I GRADE VARIES ", t,� �". 3 6 ' y> FOOTINGS REy ,®��° ;' PORT FOOTINGS RE VERIFY IN FIELD �� " STRUCTURAL � f �... �-� � %',� ;;`�x C,�� .,.vim .----'- STRUCTURAL ®LEVAEAST ELEVATION NORTH ELEVATION SHELTER E TIONS toSCALE: SCALE 1/2' = 1.--0" 1/2" @ 1.-0" - 9FEETAMER A-3 BUILDING CODE INFO OCOLPANCY GROUR U2))1 )AN'ED TELECOMMUNICATION RELAY EQUIPMENT CONSTRUCTION CLASSIFICATIC) V-B GOVERNING CODE 2003 I60 UNMANtED IBC FOR COLOR CODE - SEE RF DETAIL GPS ANTENNA TYPE ( ' I'd TOP OF ANTENNA DESIGN TEAM FEMALE CONNECTOR ANTENNA MOUNT N y z.- EG POWER ENGINEERING N.p NOTES' "1xu-...,...�.,tswrcEro oae.cm"w� :ltto3533"w ...01031.4.51 MICHAEL KOCH, ARCHITECT LLC GENERAL NOTES _ tan cc °� rx TOP OF ROOF SECTOR MIO. CONNECTOR �-; ; m o I. tam RAM AT Tor JUST ADM MOUND KIT. + - + SHROUD FOR WATERPROOFING USE STANDARD METHOB DO NOT USE COLD SHRINK * f" HILTI CONTRACTOR GRIP STRUT NUT TO PROVIDE LOCK seU ma2 nriME TO BE E H et . BLUE 2- COLOR MARK AT DOTTOM S . WHITE a � M ac INSIDE Fina �6 D CONTRACTOR TO COMPLY WITH ALL I CTEL STANDARDS INCLUDING DRAWINGS AND SPECIFICATIONS IJtESS NOT® OTI-ERWISE 2) CONTRACTOR MUST COORDINATE SHELTER FOUNDATION DETAIL WITH SFEL.TER MANUFACTURER AND LISCENSED ENGINEER. 3) CONTRACTOR MUST COORDINATE FINAL MITER DRAWINGS WITH PRS TELCO AND POWER ENTRY POINTS MCNA&£NOCHA'J °w 1RF aw3rn Mow.°eme Soi.maraw ,m«33,.n<"Ka.CO COTTONWOOD COTTONWOOD SURVEYING &ASSOC.,NC. >e"X„514, Aga-0iro,,,,, ,mm. i,ro nwnxcnulA $r ai ":wm.. ''`¢6d' "r'"''" ''"" MIN. NUT ON EA, END F 3 $" THREADED • IMP . �..�n�l' _� ROD ONE- TO 7 $" U I € LRFLY AND ONE - NU COAX CABLE SIZE SHALL BE 7/8". VERIFY WITH R.F. ENGINEER. WITH �pN CONTRACTOR TO PROVIDE LOCK CONNECTORNTENNA BUTTERFLY WASHERS UNDER EACH LOCK NUT HANGER �'�� GPS COAX CABLE THREADED ROD7/16 -^.-- DIN MALE UNISTRUT HILTI N0. MS-41 !. 1 2 LDF JUMPER CABLE 01GALV. SECURED TO SHELTER WALL 6 FT. MAXIMUM 1111 STEEL PIPE MAST 7/16 DIN MALE �l _ N—MALE 7/16 DIN FEMALE NEIN HILTI GRIP STRUT NUT 7/8" BUTTERFLY HANGE' ii 11 1.1 "€A111 POLYPHASER COAX CABLE Elf DEVICE R. TO BE DETERMINED I BY COAX CABLE SIZE .w GROUND TO EARTH TYP BOOTED WALL FEED TT T�� GPS MOUNTING DETAIL N-FEMALE "N" FEMALE SILVER PLATED T-MOBILE BAIR RANCH DN 2052-A SGALE: NONE TYPICAL ANTENNA SYSTEM ML OWRO4 /tDF IMI WW SB. COMM WWI1NY for rEzu asa.WED Krs ngarem Nmonr TIEWRTME tow CF Ilf *ICH= NO OMR SCALE: NONE PRO,£CT IN'CF115AT?ON ALL MATERIALS USED FOR WAVE GUIDE BRIDGE TP BE HOT DIPPED GALVANIZED. ALL FIELD CUTS OR DRILLED OPENINGS TO BE IMMEDIATELY RESEALED WITH COLD GALVANIZED COMPOUND. METAL PIPE CAPGLENWOOD SUPPORT ARM ANGLE 2-1/2"x 2-1/2"x 3/16" SEE 4/A-5 FOR OFFSET DARM DETAIL D 2 112 GALV. T-ARM PIPE SUPPORT AS CO-0379D BAIR RANCH 66418 U.S. HWY 6 & 24 SPRINGS, CO CO-LOCATION ON TOWER NEW SHELTER a SUPPORT ARM ANGLE 5'x 3"x 1/4" REQUIRED. COLOR MATCH ALL SIGN GRAPHICS AND TEXT TO '\EXTEL 7' MAROON' a 10m BOLT 1/2 DIA x 1-3/4" W/LOCK WASHERS ISSUE REv csnTl IE EQUIPMENT 1 299 s s 58/2945 05r25405 co REVIEW FiEVIW WE CD REVIEW REE � E� � oN BUILDING EPDXY NUTS TO WHITE SIGN BACKGROUND /_� 12" GRIP STRUT BOLTS �,y1 & CAULK AROUND PULL BOX BY -“—TELCO BOAR410 i�r AiDJUSTABLE OOWNTILT BRACKET '.�- WAVEGUIDE BRIDGE HANGER KIT (SIMILAR TO ANDREWS#349047-1)oN GENERAL, CONTRACTOR CONDUIT IN 114E SHELTER NEEDS TO SE SEALED} BOTH ENDS AFTER SECURE GABLES j WITH COAX NEXTE ,•, •l TELCO UNE IS INSTALLED.CONDU END AT TELCOWEATHER SHALL WEATNER SEALED HANGERS +y/' :',d.� I l� /� •Q 3" C.D.GALVANIZED PIPE rr TOP OF GRAVEL 18'" DIA. ROUND 3" DIA. PVC CONDUIT CHED 40 BYCONTRACTOR—• WITH +aTHERwI ao OR WITH EA EQU€vaLENT. T/ FINISH F€9oR DIRECTIONAL PANEL ANTENNA �� 0 ICHAEL E. Y KOCH 20 6 C "+5�. g 9 'L. t� Lt7 SITE NUMBERt: SITE NAME SITE ADDRESS: CONTACT SECURTY UPON ENTRY AND PRIOR TO EXIT OR IN CASE OF EMERGENCY 1_888_563_9835f8" ° o ° oo FOUNDATION � 0.:;e:. a•. :«I-14,..•• FINISH GRADE FINISHED GRADE .114101.1111, —i1�-1I-11-11 .11.=1 SECURE CABLES `� u!iru= 117-Al.l— II=11=.11.=.L MIRAFI FABRIC o •i:. • .•" 2 •'� . •ti•+!C.3L•h •r EDGE OF FOUNDATION '� RATED 1=i1. II.=11. 11=II =.11,4.- ,41,.., =,I- =-I: :[i=i1-111 :111.11# _, 11- 500X J1 -i1 — ,. WRAPS � , 3- CONDUIT BY GC GROUND TO EARTH TYP _ }_-.0- ANTENNA DETAILS TYPICAL WAVE BRIDGE DETAIL TELCO SERVICE DETAIL ANTENNA MOUNTING DETAIL"MADE' NOTES ""° OBEREM IDENTIFICATION SIGN CAE ON INiEgIOR SSE OF DDDR AID A-4 SCALE: NONE SCALE: NONE A_4 SCALE: NONE 0FEONITALLD.gR ofDDDR CA MORE ER ASICGELEVELPPD SCALE: NONE TRUE AT GO' AFF. non STEEL PIPE I/Y THREADED CPP ROD .:. r' ':` u ., u y "^^^" TOP RAI(. 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S AHL O WM tfl9rdvd72, a An S//41. 1,0LBCA Inc. 4 �•„•,,,.„ k"` °0" W 3' MCH 40 ' 4 .•••• : ..**44.14• GRADE ' ^..�,I �� .' ' g GALV. PIPE WEATHER SEALED TOP de 6DTTOM• -•c•••b • .:. ..- 1 . ♦ :: a ..• .•. $' •'•. �' ,,;, ILII """Ili �� I WAVEGLlIC7E BRIDGE NOTES ..� f r� I�� ll _•-I_A ���I��I [l -li _ WIRE FABRIC li .[f"-11 TOUCH [=-I(� 4'' l��lJ lr-ll • I. POSITION BRIDGE ASSEMBLY SO THAT WAVEGUIDE ENTER SHELTER AT WAVEGUIDE PORT CENTERLINE. HEIGHT ABOVE GROUND MINIMUM 6 FEET CLEAR, 2- COAX SHALL BE SLOPED 1/8" TO THE FOOT, AWAY FROM SHELTER. SEE NOTE E 8 1 �' FON SOIL SEE NOTE 3 -' :, 4„j. . 4 �. FOR EXPOSED LEDGE SEE NOTE 4 " - : -#2 AWG TINNED SOUR 10 GROUND RING �� _ GR GRAVEL BASE = —MIRAFI FABRIC 50DX = 1/2" CROWN,m4413 3. FOR SOL, USE 16' EXAM. 4'-0' PEEP PIER FILLED WITH 3000 PSI CONCRETE. INSTALL TOP OF PIER FLUSH WITH PROPOSED GRADE, AND �2-- ;. ( \\ 6' HIGH FENCE FOOTINGS 8' HIGH FENCE F00'RNGS PROVIDE CROWN FOR DRAINAGE. LINE POST -2 " OD 9"X27" LINE POST -2-3/8 " OD 12"X30" 4. FOR APOSED LEDGE, PROVIDE GROUT LEVEUNG PAD. INSTALL (2) TO PAD CORNER POST —3" OD 12"X36" CORNER POST —3" OD 12"X42" 5/8" EXPANSION ANCHORS, 6" LONG. BASEPLATE (SEE NOTE ( 10)FOR BURIED LEDGE,,,':', GATE POST --4" OD 12"X36" GATE POST --4" OD 12"X42" '• SEE NOTE $ 5. FOR CONCRETE, FASTEN BASEPLATE W/ (2) 5/8" EXPANSION ANCHORS. 6" LONG. 6. FOR BURIED LEDGE AT LESS THAN 3'-6" BELOW FINISH GRADE, CORE 8" DiAM. BOLE INTO LEDGE 18' DEEP. FILL AROUND PIPE WITH NON -SHRINK GROUT, USE COAL TAR ON BURIED LENGTH OF PIPE, ANO BACKFILL TO FINISH GRADE. 1 a ...,.., - ...:;.;''.`. '... . , .:... , '. . < ... . , �., t ..... . , : -` � ,..:.. .. ". .. .. .<�'. ....... . _ ... -, ... .. .. T -MOBILE BAIR RANCH _ DN 2052 A 7. FOR POSTS ON CONCRETE OR EXPOSED LEDGE, PROVIDE 4' x 6' x _ TYPICAL FENCE POST DETAIL r/mCEau,.u��ae Mi' it wrier WNW CF N wn�L40OMER 3/8" BASEPLATE WITH (2) 11/16' HOLES 6" O.C. TYPICAL WAVE GUIDE DETAIL ® SCALE; NONE SCALE: NONE PROECT NFOFWATICN 2' GO -0379D BA1R RANCH 66418U.S.HWY6&24 GLENWOOD SPRINGS, CO COLOCATION ON TOWER NEW SHELTER GATE OPENING CHAIN LINK FABRIC 5 �O SEE PLAN TO MATCH LINE FENCE PIONEER PIONEER LATCH DISTRIBUTED EDD PENCE COMPANY OF PUEBLO 211 SANTA FE DRIVE / P.O. BOX 1756 BARBED WIRE ANTENNA OFFSET AND •" PUEBLO. COLORADD -- (or 4quol) PHONE: 719.542.5076 FAX: 714.542.5075 SUPPORT BY TOWER C] - ¢" GATE POST MANUFACTURER •• I REV DATE � 2" O.D. WELDED 0 " 1 2 9 4 s Cer29(05 09 08126{06 nosi5 nn6ros CEI MEW SET CFREViEWSET CORiEV�lYSE( CDBREW8ET CD Fww, SFr ,4.+,44IOy►44►1..`07s.4 FRAME -.., GATE POSTS TRANSITION PLATE ' � Ns.•OIp,s4I44,0�sy0i GATE U- 1 9/8" O.D, X SCHED. 40 GATE LATCH rr, OFFSET EXTENSION`�.�N4�j�+�+411.�p�014.`�4'�I— I- 1 44449"4,41444.1 • _q44+405 VI►+l$•4 MID BRACE RAIL -" TYPE. FOR WALK GATES I� ARM o I IM$ $1' (no truss u+ s8? a a _eY .-� IX ¢ ,. km......04.$4.jOIp4►s/�4, rod required) A \....., y 6 `-' mej,+,0+,4O t. A�a� 10� T1Ric F ' r I , ,. TIBC .,..:,•>,. �r•r4� ANTENNA MOUNTING J W F- iiC` r4re4► 1/4"X3/4" STRETCHER l PEDES H ----' 4.44+4= wi ��,.�0i++��4T41/f/� 1��iEac?A�'�i 3 t =' ' �'� '. f�� -'"'"'�� R# U F- • .-- C�.O I �4 ► 44++$4V. ,j.0I �A BAR WITH BANDS LATCH I CATCH — C. OMY' La7CH LOCK O Q -'sr <7n t ,i;x, �./,.��,. ^' 1) r'- "s 5 ,.., �` a._ E . ', R, ;.- a ' ,'a- L-; t""i i ' 0`60.5 . j� I�rrtrl�j/14.�,4�_.-.. 44 1 /2" CROWN1 TOP RAIL U' BOLTS -- vT c I ? 5'-D" L.--_______ FINISH GRADE ELEVATION f ,.. tr. f .. .%aro o Qp n 1... o aC '.;94 o e o ` , = BUILDING SIDE LEASE LINE *i�MIRAFI 's UNE POST =r ;=111- FABRIC - soox PLAN TYPICAL NOTE I Immediately After Any Welding / Grinding / drilling Fabricator Shall Apply Three (3) Coats of Cold-- Galvanizing Compound to cleaned surfaces. TYPICAL . TYPICAL `4 :,: »•,, ;='=r- TYPICAL DETAILS MEET I ADER OFFSET ARM DETAIL TYPICAL GATE DETAIL LATCH DET FENCE RAIL DET A-5 SCALE: NONE A-5 SCALE: NONE SCALE: NONE SCALE: NONE RF DATA (USE T -PRM MOUNTS) COLOR KEY R - RED W - WHITE B - BLUE G - GREEN Y - YELLOW (GPS) COAX LENGTH CHART SECTOR APPROX LENGTH 451 -On Il 45'-0" Ili LENGTH LISTED IS THEORETICAL DISTANCE FROM THE PORT TO THE CENTERLINE OF THE ANTENNA ARRAY. GC TO FIELD VERIFY LENGTHS BEFORE CONSTRUCTION ery zea Scott Sac -eider W J« ":'a•� v,r �� xh s".g.:-c'x Y�s 1 ;' .c.ct:,.�,:�. . ,� �., ���J n[�yr3Tiy,,Pd4 1 -� a J ,' 3 t-" 'r Fa iiI _ �+,.-;= :=;".;.'• �f+...1;., hJL�, ':�, . .€� w ✓"%S, '�-��a.,.. .^^ y ; .`,u, .� "Y•. 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SECTOR SFC3'9I3 3 rr 3, OIliIIliioilfli 4G Sector' Eetirilit3-31j"1, 4G Becton l.o,li.'Fel a'-, i,. 4G, 01''tOr ^as^:`s';;;.-.✓ Azimuth 40 TBD 250 Tea TB II r"' i`�••drt^ ApOrove4l Rntanlra rdolleF - 1l627Ga45A-XY E9.15 6RG9•'iBAPUP(t OB876645R-XY EMS 01365•19AODPYa .. tiaiea# iSlYP@nlr7° - rFo1e.l,:nn3nlemlgylntn lIre1R Masan a ,1344,1 . - .. 18443 s ,,,P -1:r ?�' j Nall-AP Yraveil 1,01 PMI4 reA II:.A 1 . ",,, bay S.. W✓' .5 '-z.r•>+",-a'J� , ��,:` '' -. ,3.X"1 -. „,, »;�^..,..,x-",.,r' `r of Antennas 3 1 3 1 .a.s r r y, ,,.,;,. 'm ELECTRICAL TILT 4 0 0 MECNARICAL TILT 2 2 AM/OFF/139 1:161 Center 33 33 �.33- 33 - :��� � Aluanna T11s Helrito Ratennsr Hotitanal B;v ahwllitEr 36 - ....i5 '- 36 GS 35 - 3.6 ' a5 ... E `'"'».''..^°^z^. ;s•;^^.a-g Gpitt dBll 19; 16.1 -96 i&.d '-'=, 0010033038 1311)1311)4)3' 414 5 0 6 6 >..,:._.'�. •"rv{L.0 �L`'�]�"e1tiM:c"'Si"a,-- ntenna Ntion 4GAVeIliool Se ra .. -.. $iddttll C11111.IIyee. 411areetes No Mechanical Tilt Brae els ALWAYS Rewired EBTS Section SECTOR 1 SECTOR 2. SECTOR 3 (:oefratlratiess Rite tweets1anaa Cor riiynrntian Site liersegltas/ee Cow/Ivo-Arm S2/ A/a0pinlse .Cabliver Stu - 11 x 20 :COAX Cahte lailalth 1101 Coax Sixer4G Directive Tart T61' 18g5019102; i1,518 1900MHz 718" 850 MF9x '1 10'',100 MHz 718 850 MHz. 115/8 900 MHz�',; .. . ,$)210@573 R6t11it 1fr0m Ant. 5 W0.a9 Cata.l l'otal Froots 0a Alf of Quarts 5+ 41 Le04creo .9, Type (4OW of IOW) 7138 N'2 3 1x5 3 Combining Scheme BR Cabhlal Positloi, 3 tpry 94.A i4Y BR Type -...:_ COM blue l'Type BR Cabinet R0011106;::.r•. BR TM/10B..�._ t .:: �:. . 73irse •;• 44 amhinerType RCahlue!Peallinn J 6R1'11f0 Cam1iii rTyOe. .46W 40 Watt BR Gen4 3:1.41 BR 3.1 BR 1.2 40 Wart BR Gera! 3:1 41 BR3.2 BR 17 49 Wert BR 12en43:141 40 Watt 611 40 Watt BR 40 Wan BR Geli4.3:1 61 8115-1 (4114 311 11 BR 5.2 Gen4 3:1 01 BR53 BR 1-I BR3-1 BR 5.4 B32 15 BR 1-4 BR 24 6R 2.2 BR 2-3 Bit 35 BR 5.5 3213,6 ea 5.4 BR 4,1 6116.1 BR 3.2 BR6.2 BR43 BR 6-3 BR 24 BR 43 OR 64 BR 25 BR 43 8RG.2 BR 2-6 BR 453 BR 12.6 Special Requirements S1C,Tna 2 SECTOR 3 10110Jrerm1Ua She Acceptance 2O,5Ii> iii nil 3110 A,.;,.era 01003 (@@brine 01)0053 tilto (sr-1'01ylfi0ti.5 TTA@ or LHAM Required? ItYo6 Model # EApp3rnad7 IhS00 lY:alit r if the oeclnr er31 use ITA, he 570 Pln If TTAs installed, make sure the Polyphasors ordered can pass 0041 '034061 RecUtTettE I2YBY, ?Awe! 4,, kI 003Stad? tk; e 3' i`tho oeac?'i^-1Ii Ee.tAn l 1n !}18 211tH.. :050057 Fiber Bettorte) Required? If Yoe Madol 120.2ypla4@i1 20 ta0 Mask 73' tho 3625440; 2 be used 101 the liber ;r,:„1Yr1i :xc Mobile will allow 3' tip to base antenna seperation. Please measure and vel Ifyiset in field, This site must be built to Nextel 40 standards. Please make provisions in zoning and leasing for all Nextel 40 standards. Mic2,le TowDrs -s Vi ay Therereg2 f 4 746.0005 DESIGN TEAM EGPOWER ENGINEERING G 414,7 [dwW 4Wi rnr 513-031 Fxrx: p20410}SS30R51 MICHAEL KOCH, ARCHITECT LIC 917GARITROsrelfr OFN3WW> 301//00.05000-7060 nfoOpUUAOJnLtT.COn COTTONWOOD SURVEYING & ASSOC., INC. IH6]E.ISSAVE 01 ,31056.00 0}70!4.2}a'}0 0010x0}011,5 cOrAer,410p1.1)PO llr1A.4 Ia &A� This~. *IR 15 AK MA Of.M. IOM 11, 00. nos OM IM' -MN Y.. OOILY.t�.400.rt.!Yu * T -MOBILE BAIR RANCH DN 2052-A l&LtsruWm MD33311BI W0BRlLMTAlB]IBBIIKY 1iE 057 0161611611016 X3-40 F i E/MO0MNOMM. Wtfr 1701 PROJECT IFOR WT10N CO -0379D BAIR RANCH 66418 U.S.HWY6&24 GLENWOOD SPRINGS, CO CO -LOCATION ON TOWER NEW SHELTER FEY DATE 2 8 4 5 06!73105 09!01/05 00,2&506 10!4/05 CO BMW SET CD FEVEW SET CO FEVEW SET CO RENEW SET 03 FNNL SET DRAWNBY " C1fgOD BY RF DA DEE9 WEER RF -1 PROJECT DESCRIPTION 1. Project is the foundation and support structure for a pre-monufocturod equipment building. 2. This section is for general arienlotion only. the Contractor is responsible for all scope items described on the drawings and specifications as well as for all malaria and tabor Ihnt con reasonably be inferred there from. GENERAL APPLiCATION 1. these drawings most be used in conjunction with the arehitecturef drawings on the project to clearly define all requirements for construction. 2 No Contractor should attempt to bid nor construct any portion of this project without ronsulbhg the project architectural, mechanical, and electrical specifications. and/or Curers! Notes 3. These Ceneml Notes are intended to function an the siren -tan portion id project specifications. 4. Ail things which, in the opinion of the Contractor, appear to be deficiencies omissions, contradictions or ambiguities in the drawings mai be brought la the attention of the Structural Engineer. Corrections or written interpretations shall be issued before affected work may proceed. 5. the Contractor shag' inform the Structural Engineer, clearly and explicitly in writing of any deviation or substitution from requirements of the contract documents Contractor shall not be relieved of any requirement of the contract documents by virtue of the Sireelead Engineer's review of shop drawings, project dots, el,., unless The Gnatoctor hos dearly and explicitly informed the Structural Engineer in writing et ony devinUon�v or substitutions at Orn of submission, DESIGN CRITERIA 1. Miffing Code: Uniform Rung Code 1997 (Carfeokl County Amendments) 2. Promanufacn45 Equipment &Ong: Based on infonnoUon prodded by Infrastructure Saiutians, Rubin Cabinet, 11.5 Dol/9R4S model. Total batting weight 13 kips. S. Wind Loading: 4. Basic Wind Speed = 60 MPH 5. Exposure Category: B 6. Importance Factor, I in 1.0 7. Foundations have been designed for the following assumed design pressures: Mont* [Leong Pressure 1000 psi CODES AND STANDARDS 1. "Building Cade Requirements far Reinforced Concrete: AC/316, by Ne American Concrete fnslilefe 2. 'lfanual of Standard Practice by the Concrete Reinforcing Sleet Ins/gale (CRS!). 3, load and Resistance Factor Design Specification far Struclunrl Steel' Buildings; by American fnsLYute of Meet Conshvctan (4510). 4. F3SC Code of Standard Practice' by AEC 5. Structural Welding Code -Steel (AWS 01.1), by tbe American Waling Society (AWS). 6. All references aro latest edition Woe noted otherwise. FOUNDATIONS 1. Foundation design based on assumed sal conditions. 2. Bottom of exterior footings, grade beams *nd wails She beer o minimum 3 ft. below final sklerior grade for frost protection. CAST -IN-PLACE CONCRETE 1. Minimum concrete compressive strength at 28 days and and weight: ETEtfE01T 51RENGN, PS! WOW,, PCF Lin(ess Noted Below 3000 145 Foolings, Soonlubes 3000 145 2. Portland Cement ASR, 0150, Typed or type It. 3. Fly Ash: ASTM C6f8, CWss C or F 4. Aggregates: Provide aggregates in conformance to AC1 301 and AST*! C33. Provide, aggregates from some source and supplier as used in the concrete mix design. 5. Water: Potable. 6. Admixtures: a. Air Entraining Admixture: ASPM 0260. AQ' 301 far act concrete used fur vehicular trafc and perking or concrete pemnanentfy exposed to the weather. 7. Reinforcing: 8. Bore: ASTM 0615 -grade 60, except grade 40 for ban noted os Geld bent Ties and Stirrups. 9. Clearance between reinforcing and concrete surfaces: W. Unformed - 3' 11. Formed end exposed to weather or earth - 2" 12. Earth formed trenches may be used for footings. 13, Concrete mix deigns: 14. Ms designs, bidding water cement ratios and stumps doh be prepared in accordance with ACT 301. 15. Cement shoo conform to A500, C 150 Type 1. 15. Norma! weight aggregate shah conform to AS1N C33. 17. No admixtures containing widen chloride shall be permitted in any concrete. Id koximum aggregate size shat be: 1 I$' for fanned elements. 19. Concrete subjected to freezing/thawing shah hove o maximum wafer/comant ratio of .50 and shell contain the amount of air enlroin59 agent specified in ACI 301. 20. In no case shah water/cement roti* exceed the following: rex-3000 psi 0.50 max. w/c ratio 22,TMemnco far anchor bolts and other embedded items shell be in eccordonsa with AC1 Cade of Standard Fractice, Sootion 7.5. Note the specified tolerance apes to plan location of the item and !s not relative to location within wolfs or footings. STRUCTURAL STEEL 1. steel sections: Grade Fy W8's fhru W40 n 0.0.0. A992 OR 50 50 k0T Channels, Angles and Plates A36 36 ks! Anchor Botts A36 or 7307 2. Shutter& steel hos been designed in accordance with laud and Resistance (LRFO) Oasign procedures as required by FISC Weikel IN Sleet Construction Load And Resistance Design' toted Edition, unless noted otherwise. Ali been shears, reactions, member forces moments, etc. Shown on those drawings are antedated foods conforming to requirements of 0510 Allowance Stress Design (AS0). 3. NI connection have been designed by the structural engineer, and are Malted an these drawings. 4. Ail boas are to be A707. 5. Welded connections: Electrodes: E70 series electrodes, except E70-7-4 not *flowed. & filet welds: MSC minimum 0000 not less San 3/16: unless noted otherwise. 7. Welds are contiouoas unless noted otherwise. Et Shop Cleaning and Pointing: NI steel to be shop go5anized. 9. Ftetd correction of fnbri0Oltun emus in the structure! framing 001 be permitted ony when approved by the Structure! Engineer. When field correction Ts permitted finish gas -cut sections in occnrdonae with the requirements of ARS DI.1. The fabricator shall be respenur3le for errors In fobricaUon and for correct fit in the field. MISCELLANEOUS NOTES � 1. Tho Contractor is evict, responsible for eh safety fegulafions, programs and precautions related fa oh work on this project. 2. The Contractor is solely responsible for the protection of persons and property either on or adjacent 10 Ne project and shall protect d against injury, domoge, or loss S. Means end methods of construction and erection of structural material, ore solely the Controcturs rospansitoly, 4, The stnrclure is designed to functian as a unit apon completion of construction of the project and then, ashy le support the design loads indicated. The contractor is responsible for means, methods and sequence of construction and the adequacy of the structure to support lads occurring during construction of the project. Furnish all temporary bracing, shoring, and/or support as may be required. 5. tit rat scale these drawings, use the dimensions shaven. f No structural modifications, ofteretions, ce repairs shall be made without prior review by Struck/rat Engineer. Submit details QUALITY CONTROL 1. The Contractor is responsible for quality control, including workmanship and materials furnished by his subcaotractars end suppfrer& 2. inspection or testing by the Owner does not leve the Contractor of his responsibility to perform the Work fn accordance with the Contract Comments. 3. Workmanship: The Contractor is responsible and shall bear the cost of correcting work which does not conform to the specified requirements. 4. Correct deficient work by means acceptable to the Architect. The cost of extra work incurred by the Architect to approve corrective work shot! be borne by the Cantmsfor. T'IP 2-11017 CONNECTION SEE DETAIL 3 IRIS 5NELT STRUCTURAL ABBREVIATIONS ABBREV. DEFINITION ABBREV. DU/NIT-10N A.B. ADDNL A.F.F. ALT ARCH B, BOT B.B. B.L BLDG BM BRG BTWN C3 CL,CLR CMU COL CONC CONN CONST CONT OET,OTL Dint 13K DS DWGS DWL EA EE EF EFF EJ EL,ES V E0C E0D EOM KOS EW EXIST EXP EXT FL F05 FP FTG 0`13 GEN anchor bolts additional above finished floor alternate arehitectural bottom bond beam brick ledge building beam bearing between const./control joint clear conc. masonry unit column concrete connection construction continuous detail dimension deck diagonal sheathing drawings dowel each extended end each face effective expansion joint elevation edge of concrete edge of deck edge of masonry edge of slab each way existing expansion exterior, extension floor face of stud full penetration footing grade beam general HK H0R9 IF INT JT L, LEN LAT 1.1.11 LN LONG 0055 MAX MECH MFR MIN MIL NOM N5 OF 0.H. OPNG PC PL RUNE REQO RET S.A.O. S.O.G. SC SCHED SECT SL SPA STFNR 5TL SUPPL SUPT T/xx TNK TRAM TYP UN0 VERT WWF STIFFENER 3/16\ 3/15 / .„- ---- x8 iA'-5' BASE t w/ (4) %2 0 AB., S'EMBEDMENT 43 a .0 ~"^--NON-SthRINK GROUT 16"0 501301700 w/ (4) /4 YERTS AND (4) /3 TIES 0 12' o.c. (2) 0 TOP FOOTING, 12' DEEP x 3-O' SQUARE w/ (4) /4 BARS FA. WAY d - Q 0 SCALE : 1 1/2' = 1'-0' FOOTING / PIER hook horizontal Inner face interior loint ength lateral long leg horizontal long leg vertical longitudinal masonry maximum mechanical manufacturer minimum metal nominal normal sheathing outer face apposite hand opening precast piste reinforcement required retaining see arch. drawings slab on grade slip critical schedule section slob spacing stiffener steel supplier support top of xxx thick, ttiieknesa transverse typical unless noted otherwise vertical wide, width welded wire fabric SUPPORTING MEMBER SUPPORTED MEMBER 2 1/2' SUPPORBNO MEMBER SUPPORTED maw? OPTION 2 - WELDED OPTION 1 - BOLTED TYP. BEAM CONNECTION 5dli1' : 1 1/2' f'-0' GUARDRAIL PER ARCH PREFAB SHELTER BAR GRATING PER PINI GIMP TO 101I4NNEL AND 1410E runca TIP 2-000r CONNECTION SEE WAR 3 THIS 5Flt2T PERIMETER SECTION SCALE : 1 f/2' =r r-0' /Exit,' BAR GY41010 1%6' NV SPACING TIP. 0117S1f1E OF SHELTER 1 2,-O' 1.) 010005,3 010x22 2' e> q i'-4 1/2' 2'-0 [room BELOW SEE SECTION I I -J 1/2' W8x10 0 L___J 1'-4 1/2' O W10x22 PREFAB SHELTER C10x15.3 0 n W8x10 h [ , 1 I I ---I 'i 0 OFOUNDATION AND FRAMING PLAN SCALE : 3/0' 1'-0' DESIGN TEAM �J/� POWER 7:71E:7 or3 MICHAEL KOCH, ARCHITECT LLC eulaucxacxuu ,n,00'xOAr MUT, aamacocon.,00mms 101.704,71. n850no.o amccr,co., COTTONWOOD SURVEYING & ASSOC., INC. ,Thiel nTnnr, SaMS6lOGlaaln 03030:3014 M0,471.6713 C'xnaMI,C :vaeonraue.ul.. ia..nm.tA dam. r eow<. T -MOBILE BAIR RANCH DN 2052-A Ill awlwl.Y g',5 Lwikn 000002 COMM!) Mall LAY 151 OE eume.m1n. those Eamon *51910 FMC YleTmH Ca15a1T Of PIC AlitifA01100 moat. PROJECT INFORMATION CO -0379D BAIR RANCH 66418 U.S. HWY 6 & 24 GLENWOOD SPRINGS, CO CO -LOCATION ON TOWER NEW SHELTER REV DATE ISSUE 2 3 4 5 06/29/05 0905 09/29/05 10/05 26/05 CO REVIEW SET CD REVIEW SET CD REVIEW SET CD REVIEW SET CD FINAL SET DRAWN B BY SHEET 1£TtE GENERAL NOTES, PLAN AND DETAILS SHEET NUMBER S-1 PROPOSED PLATFORM PROPOSED 7'-6" 11 13•-3" PREFABFNCATED SHELTER I• I st 0 (E) 6' CHAIN LINK PENCE (6) EQUIPMENT (E) PROPOSED WAVEGUIDE SUPPORT (E) MONOPOLE (6) GATE (6) (6) HOLY CROSS 06ERCY POWER POLE WITH (N) 2510VA HOLY CROSS ENERGY POLE MOUNTED TRANSFORMER WA (E) ACCESS ROAD ELECTRICAL SITE PLAN SCALE: 1" (E) WOOD PILE WUH WOOD FENCE 0 0 0 PROPOSED PROPOSED 13'-3' PREFAB #- K X o __x_---- X (E) PLATFORM (6)6 NCE TO REM / / / / / / / NNo� DETAILED NOTES: 1O 0601RI A. EQUIPMENT iN THE PROPOSED 6UTI13NG IS COSTING TO R6MAN. UNLESS OTHERWISE NOTED. 0 EXISTING GENERATOR RECEPTACLE. FURNISHED WITH PROPOSED BUILDING. 3Q PROVIDE NEW KWN 8E11.416 MEM. REFER TO ONE—UNE 011088M ON DRAWING 11/6-2 FOR MORE INFORMATION. ® PROVIDE NEW 200A/2P DISCONNECT. REFER TO ONE—UNE 0R*GRAIA ON DRAWING 11/6-2 FOR MORE INFORMATION. 0 GROUND RODS (TYPICAL OF 10) SHALL BE A MINIMUM OF 3/4" X OOPPERCLAD STEEL GROUND RODS TO SE DRIVEN 2211001.1 INTO THE GROUND UNTIL TOP OF ROD 15 A MINIMUM OF 30" BELOW GRADE. SPACING 5141 BE AS INDICATED BETWEEN RODS. © 2 AWG GROUND WIRE FROM EXTERNA. GROUND BAR TO EXTERNAL GROUND RING. 0 REFER TO ONE—UNE WSW ON DRAWING 11/6-2 FOR NEW UNDERGROUND SERVICE LATERAL CONDUIT AND CONDUCTOR 5106. ® 3' PVC WITH PU11WIRES FOR TELEPHONE SERVICE. ROUTE CONDUIT 36'B.P.G. PROVIDE 2 SETS OF 2118 TWISTED SHIELDED COMMUNICATION CABLES/CONDUCTORS. COORDINATE E11101 LOCATION KM 0WE5T AND T-60611£ NEW 4' CHAIN LINK MAIN DATE PROPOSED ACCESS CORRIDOR PROPOSED WAVE GUIDE SUPPORT ELECTRICAL ENLARGED SITE PLAN SCALE: 3/16" /. 1'-0" GENERAL NOTES: 1. COORDINATE UNDERGROUND CONDUIT ROUTING WITH 114E EASEMENT ON SURVEY. SCOPE OF WORK (N) 25KVA HOLY CROSS ENERGY POLE MOUNTED XFMR 2-0' (E) HOLY CROSS ENERI METER /301; NEST EGPOWER ENGINEERING 4 �� MICHAEL KOCH, ARCHITECT LIC —' - ., a<,a, i,—li 101.710700 �■ WELL O & ASSOC., INC. iumAlit 1H / ATFORM '-0" X LIMED EI.TER HEL 0 (6)6 NCE TO REM / / / / / / / NNo� DETAILED NOTES: 1O 0601RI A. EQUIPMENT iN THE PROPOSED 6UTI13NG IS COSTING TO R6MAN. UNLESS OTHERWISE NOTED. 0 EXISTING GENERATOR RECEPTACLE. FURNISHED WITH PROPOSED BUILDING. 3Q PROVIDE NEW KWN 8E11.416 MEM. REFER TO ONE—UNE 011088M ON DRAWING 11/6-2 FOR MORE INFORMATION. ® PROVIDE NEW 200A/2P DISCONNECT. REFER TO ONE—UNE 0R*GRAIA ON DRAWING 11/6-2 FOR MORE INFORMATION. 0 GROUND RODS (TYPICAL OF 10) SHALL BE A MINIMUM OF 3/4" X OOPPERCLAD STEEL GROUND RODS TO SE DRIVEN 2211001.1 INTO THE GROUND UNTIL TOP OF ROD 15 A MINIMUM OF 30" BELOW GRADE. SPACING 5141 BE AS INDICATED BETWEEN RODS. © 2 AWG GROUND WIRE FROM EXTERNA. GROUND BAR TO EXTERNAL GROUND RING. 0 REFER TO ONE—UNE WSW ON DRAWING 11/6-2 FOR NEW UNDERGROUND SERVICE LATERAL CONDUIT AND CONDUCTOR 5106. ® 3' PVC WITH PU11WIRES FOR TELEPHONE SERVICE. ROUTE CONDUIT 36'B.P.G. PROVIDE 2 SETS OF 2118 TWISTED SHIELDED COMMUNICATION CABLES/CONDUCTORS. COORDINATE E11101 LOCATION KM 0WE5T AND T-60611£ NEW 4' CHAIN LINK MAIN DATE PROPOSED ACCESS CORRIDOR PROPOSED WAVE GUIDE SUPPORT ELECTRICAL ENLARGED SITE PLAN SCALE: 3/16" /. 1'-0" GENERAL NOTES: 1. COORDINATE UNDERGROUND CONDUIT ROUTING WITH 114E EASEMENT ON SURVEY. SCOPE OF WORK (N) 25KVA HOLY CROSS ENERGY POLE MOUNTED XFMR DESIGN TEAM EGPOWER ENGINEERING r1 *& I]lo:0 .o0 1.,, l0O) 0,40, MICHAEL KOCH, ARCHITECT LIC MSE"«w4A ,06.0.100STRO, UBVK0.COEOR.4OO00 ROE 101.710700 COTTONWOOD SURVEYING & ASSOC., INC. 1,130.0,00 10 30. 18011 0 4li EL&A Inc. IlsoohE"i *Own O IIN • 1146. IaaMrL(alc aMa MiE■.4arff DI fialm•4.1 NEu j ..14 a,r., oa,,.•t.a,E narw�rw.,rE w"..,,w T -MOBILE BAIR RANCH DN 2052-A 8).1W188B NO WOW WATITIK =TAM WEN WY OW*DVUC.00O. MIA [MOO Mt 6NT1Err 00O3d 0' AE ARM= MO BOHM PFCAECT W{Of mknoto8 CO -0379D BAIR RANCH 66418 U.S. HWY 6 & 24 GLENWOOD SPRINGS, CO CO -LOCATION ON TOWER NEW SHELTER FEY DATE I58LE 1 013129*5 co FEVEW GET 2 OOTOV05 CD REVIEW PET S 09/28/05 CD FEYEW SET 4 1001105 CD REVIEW SET 5 61/26405 CO FINAL SET CI AWN BY C1-ECK) BY FFG 7_AL . r .1. '' `aLf���� �a� `. c y SLE£F mix ENLARGED SITE PLAN S8EE'i Ell,E6T E-1 NEW 25KVA HOLY CROSS ENERGY POWER POLE MOUNTED TRANSFORMER (Iso=3,000A). PROVIDE NEW WEATHERHEAD. Esc=5,864A Esc=5,909A TO (E) DISC. AND METER #30132 (N) 12 BARE COPPER CONDUCTOR (N) #2, BARE COPPER CONDUCTOR TO GROUND RING (NEC 250.52(A)(4)) (N) GROUNDING ELECTRODE SYSTEM NEC 250-50 RISER DIAGRAM CALF, NONE GENERAL NOTES: 1. EQUIPMENT SHOWN IN HEAVY/DARK PTH WEIGHT IS NEW AND UGIT/SCREENED PEN WEIGHT 15 EXISTING TO REMAIN, UNLESS OTHERWISE NOTED. Nkrark OTMoIt C0LmtgA(,pgH Vw6aga 240 V lec(1(FMR) - 7,500 Moors %cel Ener' Bluebook To (N) 200A/2P DLaconnoot (SER): Length of Conductors - 60 Conductor - 13/0 C Value of Conductors - 13923 I of ParoS0 Condoctole - 1 f iw. 02883 0.7876 5809 To (10 KWH Demend Motor. Length.cd Conductors = 2 Conductor - 13/5 G Value of Conductors - 12844 1 of Parotid Conductors - 1 f = 0.0077 91 - 0.9924 Inc - 5684 f - (21.'!ec)/(CTRL-1) M - 1/(1t1) A lac - (recoil) To (0) Paned 'VIII': Length of 0000644e68 = Candoder C Value of 1011due00 - 1 o1 Perot/al Conductors - A f� It - be - 15 13/0 13923 0.0526 0.8500 5570 A ELECTRICAL LOAD ANALYSIS (XFMR) LOWS 1 KVA 1) EXISTING PEA( DEMAND PER HOLY 00050 CHEM (ON 08/05), METER /30135 A PFA( OEMAO - 8. WWMUM MOM 07 1250 (NEC 220-35) . DE`SC' RIPSXNN 3.5 LfNO VA TYPE 44 2) NEW LOADS PTR TOWN 9EMCCE1) A PANEL '611A' (NEXI131,) - B. 1,0011. 1106 16LCIAATED LOAD PER TENANT mom - OFT OCT OPT 40.2 P I LEAD TYPE 402 4) TOTAL NEW 04.1014180 pomp LOW - The mo cola8Red demand Food on H,o erkdn0 IONVA 56281 M 44.8 560 or 185.7 ami. at 820/2406., 1 phase, 44.6 CJO NO DETAIL NOTES: O NEWHOLY 0814 05055 OEMAENERGL40 MY.ETER. COORDINATE INSTALLATION WITH O PROVIDE NEW 200A/2P/200AF, 240545, NEMA 3R 5855150 ENTRANCE RATED DISCONNECT. O WALKING BEAM MECHANICAL INTERLOCK. ® EXISTING OUTDOOR RATED GENERATOR RECEPTACLE. REFER TO NEXIEL SHELTER DRAWING FOR EXACT LOCATION ANO SPECIFICATION. VERIFY 240V, 1 -PHASE, 4 -WIRE (2 -PHASE CONDUCTORS, NEUTRAL. GROUND) CONFiGURATfON. d PROVIDE 313/D - 4"C, (PVC SCH. 40). REFER TO SHE PLAN 11/E-1 FOR UNOFRGROUND ROUTING. © PROVIDE 313/0 & 116G. - 2"C. O MST/NG 101(VA POLE MOUNTED TRANSFORMER TO BE REMOVED. PROVIDE NEW 2510/A POLE MOUNTED TRANSFORMER. COORDINATE INSTALLATION/UPGRADE WITH HOLY CROSS ENERGY. PAREL: NIA (1MQSTING) VCS.TACE 120/240 P805E: 1 WIRE 3 AIC: 15000 BUS ANPA1TY: 225 TERMINITEIN: 225, 1408 0 ENCLOSURE NEM 3R 140UNTIHG SURFACE GIOf NR DE`SC' RIPSXNN LfNO VA TYPE CRT P BREAKER A OFT OCT OPT BREAKER A P I LEAD TYPE VA TesocoREW CJO NO 1 3 5 (Er) RECT, 11 (E) RECT. 13 1850 1850 N N / 2 / 20 / 20 / 2 N N 1850 --(E) 1850 RECT. 12 (p/)5 RECT. 14 2 8 7 0 11 / (E) RECT. /6 T850 1850 1850 N N N / 2 / / 20 / / 20 / / 2 N N N 1850 1850 1850 / (E) FLEET. 48 / 8 10 12 13 15 17 ( HVAC /l / S 3924 3924 N M 2 / 60 / SO / _./ 2 / 10 M 3000 3000 48 8 (h'j WO 12 /j INDOOR LTG 14 16 18 i+5.- 22 24 18 21 23 I INDOOR REG 20400 SPACE 540 0 0 R 1 0 0 20 0 0 20 0 0 1 0 0 N 0 0 ,E) WOE DET SPACE SPACE 25 27 29 SPACE SPACE SPARE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SPACE SPACE SPACE 28 28 30 31 33 35 SP • SPACE SPACE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SPACE SPACE SPACE 32 34 26 37 39 41 'SPACE SPACE SPACE 0 0 0 0 0 0 0 0 0 0 30 / 0 2 / 0 0 0 SPACE (E) MS / 38 40. 42 TOMB SCMMMMY CONNE01ED KVA KVA LOAD TYPE 0EMANO FACTOR INA A PHASE: 18.6 D PRISE 18.6 C RUSE: 0.0 TOTAL: 37,2 TOTAL (ATA) -> 0.4 0.7 0.0 13.8 22-2 0.0 37.1 LK 41100 (1) RECEPTACLE (8) RED (>10007VA) (R) WAD (H) LARGEST MOTOR (M) REMAIN MOTOR (4) KNOWN OGIAND (N) KITCHEN 004024D (X) 1,25 0.5 1.00 0.7 0.5D 0.0 1.25 0.0 1.25 14.7 1,00 2,1 1.00 22.2 1,00 0,0 40.2 <- T01A1, ((KVA) 167.6 <- TOTAH.. BVPH) • REFER 10 RISER WORMS FOR 01MIFICATION ON WALKING REAM MECHANICAL INTERLOCK. PANEL PROAL)05 WITH (2) 2250/211 CIRCUIT 60061<ERS. ELECTRON. POWEIt/CONNM NICATIOfd SYMBOLS LECIEM (NO7 ALL MENU MAT APPEAR ON OFMHAND.) ABBFIEVIATTONB LECEIV (NOT ALL A 971001Ti0N5 MAY APPEAR 044 orUWINOB.) y v v J rai 0 SN 01 018-2,4,9 %-\ KB 0 Q • •Q 42 DUPLEX RECEPTACLE FOR GENERA. PURPOSE. CEILING MOUNTED DUPLEX RECEPTACLE, QUADRAPLEX RECEPTACLE FOR GENERAL PURPOSE FLOOR MOUNTED DUPLE% RECEPTACLE. TELEPHONE OUTLET - REFER TO TELEPHONE DESCRIPTION IN GENERAL NOTES. DATA OUTLET - REFER TO TELEPHONE DESCRIPTION IN GENERAL NOTES, TELE/DATA OUTLET - REFER TO TELEPHONE DESCRIPTION IN GENERAL NOTES. FLOOR MOUNTED TELE/DATA OUTLET = REFER TO TELEPHONE DESCRIPTION IN GENERAL NOTES. 2013V/240V SPECIAL RECEPTACLE (10 0R 30) NON-FUSED 0150000001' SWITCH FUSED DISCONNECT SW1TCi/ CEILING MOUNTED JUNCTION BOX WALL 910€1NTE0 JUNCTION BOX FLOOR MOUNTED JUNCTION BOX COAXIAL CABLE OUTLET ELECTRICAL PANEL EQUIPMENT CONNECTION MOTOR FRACTIONAL M0700 SWATCH SINGLE POLE SWATCH BRANCH CIRCUIT HOMERUN. SUBSCRIPT 'PTA' 1051CATES PANEL AND 2,4,8 INDICATES BREAKER POSTION SWITCHLEG CARD READER PUSHBUTTON SPEAKER CLOCK SPEAKER/CLOCK MICROPHONE INTERCOM PAGING SPEAKER GENERAL ELECTRICAL NOTES. 1, THE CONTRACTOR SKILL BE RESP011S1RI.E FOR ODGRELEN13308 800NE2N 1RAAES TO PROVIDE 11EA8064500 ABOVE TILING BETWEEN RECESSED LIGHTING MATURES AND TF*2A, INSULATION OR DUCTWORK IN 0000RQANCE WITH NEC, PARAGRAPH 460-138. 2. CONB08CTOR SHALL BE RESPONSIBLE FOR KEEPING THE AREA AROUND WHERE MT ARE WORKING, THEIR EQUIPMENT STORAGE AREA FREE OF TRASH, CUTTINGS, STRIPPINGS, AND 0SGIROE15 DEALS OF NATURE 3. THE CONTRACTOR IS DPECTED TO VISIT THE PROJECT SITE TO FANIUA 120 HIMSELF WITH THE EXISTING CONDITIONS. MIMING HIS BID IS INDICATION NW HE HAS 01511M THE SITE AND PROJECT MEA AND ADJUSTMENTS TO THE PROJECT BECAUSE OF SITE OR PROJECT AREA CONDITIONS WILL 8E AT NO CHARGE TO 111E CONTTACT. 4. QUESTIONS PERTAINING TO THE PROJECT 54AU. BE BROUCi1T TO THE ATTENTION OF THE 021061 F6 7 DAn PRIOR TO BID OPENING TO ALLOW AN ANSWER TO BE DISTRIBUTED TO AIL B WS P80R TO BID DATE FAILURE TO FORTY THE ENGINEER ASSUMES THAT NO MEANINGFUL QUESTIONS 041 P05519LE CORRECTIONS EXIST AND THAT THOSE WHICH D0 MIST WILL DE RESOLVED AT NO 0004110ANA1 CHARGE TO THE CONTACT. GENERAL ELECTRICAL GROUNDING NOTES: 1. DETAILS SHOWN ON ORAWTRCS ME INDICATED IN GOT1ERAL TERMS. ACTUAL GROUNDING RSTAJ1.4110N.S AND COHSIRU'OON MAY VARY DUE TO BUSTING FIELD CONDITIONS. 2. GROUNDING CONDUCTORS SHALL 8E A MINIMUM OF 12 SOLID BARE COPPER CONDUCTOR 3. GROUND RODS 0145 ACTED CONDUCTORS SHALL BE INSTALLED ATA MINIMUM DEPTH OF 2'-6" 001OW FINISHED GRADE 4. GROUND ROOS ARE TO BE A MINIMUM OF 2'-0" FROM THE PROPOSED VELEM AND 04010NG TOWER, 5. NODE' THE PROJECT MANAGER IMMEDIATELY IF ANY CIRCUMSTANCES OCCUR 041RIHC INSTALLA1I013 OF THE 015011110010 5151511 DUE 00 0%1S11140 SITE CONDITIONS. 6. 65100 GRADE GROUNDING CONNECTORS VAL BE CIDWB.DED, 7. ABOVE GRADE ORO/MONO CONNECTORS SCOL BE CADYTaDED OR 8001014CII A5 INDICATED ON 1HE DRAWINGS. 8. GROUNDING SHAT, 8E I615TALED IN ACCORDANCE WITH THE NEXTEL STANDARD SPECIFICATIONS AND SUPPLEMENTS PROVIDED EY NE)GE. CR THE PROJECT RAWER. 9, 1HE INSTALLED GROUND SYSTEM SHALL 8E REQUIRED TO ACHIEVE A RESISTANCE OF NOT YORE NAN 5 014M S. WHERE 41N6UM 54ST4MRCE CANNOT BE ACHIEVED USING NE GROUNDING ELE710415 SHOWN, THE CONTRACTOR SHALL ADD 4010M& GROUND RODS 0R PROVIDE GROUND ENHANCING MUERW5 614111 LESS THAN 5 04491 080)19D MISTAKE 01 MET, 10 CONNECTIONS LODE TO THE PERKIER GROUND RING 5411L TAKE RACE AT GRO880 ROD LOCATIONS, UNLESS OTRER4SE NOTED. 11. THE INSEAM mimeo GROUND RING SHALL NOT 8E &TWILLED UHWR, AFTER INSPECTION. A AC A/c AC APF AEG AHU ATS BFF BEG C CB DLA DIST EF EOMI en EF E ar EX. FA ECU FT GFCI CFL C HP HP5 101 1140 10 KV KVA KVAC KVAR KW KWH L1,5 MCC MOP MH ut0 MIG My MA NC NF N0 OC PP POP PAIL RL RM SC SM SW 5880 U11 LION V VP W WP %FMR 1P 2P 3P AMPERE(5) ABOVE COUNTER ALR CONDEMNING AMPERE INTERRUPTING CAPACITY ABOVE FINISHED FLOOR ABOVE FINISHED GRADE NR HANDLING UNIT ALTO/44M TRANSFER SWITCH BELOW FINISHED FLOOR BELOW FINISHED GRADE CONDUIT CIRCUIT 'BREAKER DIAMETER DISTRIBUTION EXHAUST FAN EQUIPMENT ELECTRIC WATER COOLER E1:I1AUST FAN EXISTING FIRE ALARM FAN COIL UNIT FEET, FOOT GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT INTERRUPTER GROUND HORSEPOWER HIGH PRESSURE SODIUM INCHES INCANDESCENT ISOLATED GROUND KILOVOLT KILOVOLT AMPERE KILOVOLT AMPERE CAPACITIVE KILOVOLT AMPERE REACTIVE KILOWATT KILOWATT HOUR LOW PRESSURE SODIUM MOTOR CONTROL CENTER MAIN D15T0IaUT1ON PANEL METAL HALIDE MAIN LUGS ONLY MOUNTING MERCURY VAPOR NOT APPLICABLE NORMALLY CLOSED NON FUSED NORMALLY OPEN ON CENTER POWER POLE POWER DISTRIBUTION PANEL P AJ4019004 ) RELOCATED REMOVED spur c)ROU1 SURFACE MOUNTED SWITCH SWITCHBMRD U NIT HEATER UNLESS OTHERWISE 807ED VOLT(5) VAPOR PROOF WARE OR WAL). WEATHERPROOF TRANSFORMER 0440 POLE TWO POLE THREE POLE PHASE EESi(7€ TEAM EG POWER ENGINEERING 022IK.F 0=.C,1 S. 0011 BONN. C,20133RUgi Phrocrocol 111..40 .ae5i,erw1'16111F �3 MICHAEL KOCH, ARCHITECT LLC flJ HA0.CROC,t0A a.x1la0 STEW af/+Kn 00100)00 10:08 101.780.4d10 1.4.00 ealmcrrnn COTTONWOOD SURVEYING & ASSOC., INC. 11010 NIP i117, nR"SCU10001l80 mlmunm:. ,Y1134)1a15 Tek rAIT A,lOm rolornrsu \ r+0i ". iw p7a a1 p s°°nna Ir°ro7 °"u' e.....41.- e_..., T -MOBILE BAIR RANCH DN 2052-A MAWS MD 1111131 ler 3>CLFUCKIM WED p1WOK og 4nn1 1W MIMI 0448mLPWE NYATi0:T 40 880289', PAOLCCT NOPMATiON CO -0379D BAIR RANCH 66418 U.S. HWY 6 & 24 GLENWOOD SPRINGS, CO CO -LOCATION ON TOWER NEW SHELTER REV DATE ISSUE 2 9 4 5 003422415 MON 09423106 0!5605 0!26,/00 CO SEVEN BET CD RENEW GET Ca60010YBET CO RIVEN CET CO FINAL SET DRAWN BY CI -E080 BY REG BEEN TIRE ELECTRICAL ONE -LINE DIAGRAM & SCHEDULES SFEET 14.148131 E-2 MOUNTS TO VP OF PORT NoiEs:MOTOR WO. _- ca,ND °F NERD. ROOM ... 1. us, WO AT r+s _, YSIQT[YSBIElFtlE WAR. NM ' rnEiN arc wn�°im a - L COLOR YAIIX AT omla ] FOR COLOR CLUE - SEE DETAIL THIS SHEET 1FRERIOR CROLWD HALf1 �p A p mos STANDOFF, 18' r \ j / 1 ,,,\ HOLE MN ANGLE ADAPTERS (NO INSULATORS) ♦ TRAPEZE - INSIDE FRONT NEW " eN1I x COLOR YAW MOE elm �" RED RED IMOROFIECTEN PONT NOBEL PRDlOE SLitCE sUPPRENBOR PACK Y°Eg HW W/ 3/0' II 1R ROD SIVARMSOR GROUND IR ' CRE6T SR4WOE0 AR * I, r+� t=1 (nl /f�� \�/ \�/ \��/ \�►/ r !f�` fj�` (IA') (Ij � Vow/ \ 1/ \m'/ \,w,/ _ +_ ! r >,r, �r r, r le r� �r r 1 /� !� rte` \' ' \�/ \o/ \ % r(,�r�,�rn�rn1I \fir VW,/ \ori \rr/ • " '" 0.0, NORM & VENT. {P/X: PP2S-510-X) TO STANDOFF ATTACK PA 0 TES I r r GROUND COM »ML COAX CABLE SIZE To 111 DESIGN TEAM BE 7/8'. VERIFY 441H R.F. ENGINEER. ANTENNA HITH 7/76 0114 CONNECTOR F C] ^"°^� POWER ..E:1E:: 1114111 SECTOR CPS -1 GPS -2 TM 1.• GREEN GREET! OMNI AR - 2- BLUE BLUE 1 2 0 3 • s 3- WHITE 4,• RED REO t/2 7/18 08 MALE €.DF JVi�SPk3i GABLE NOTE: 1. COPPER GROUND (U SE INSULATORS). 2. COAX CABLES 3. DO NOT ALLOW WINDOW 4. GROUND KITS FlNAL POSITION. BAR ARE CABLES ARE COAX TO TO MONOPOLE NOT BE TO BE TO SUSPENDED BEAR INSTALLED CONTACT ON GROUNDING B.Ut MOUNTED AT BOTTOM QF EACX PORT NOLE ANY GALVAN€ZED METAL WA HOISTING GRIPS. GROUND BAR OR PORT AM CABLES ARE IN THEIR rlCR01lND � MICHAEL KOCH, ARCHITECT LLC 30 - SECTORBFT. O . DIN MAXIMUM - Okin.®TS =7 2 3 4 [] D ENOTE:7/16 1. CUT PODS 2' FLUSt€ F SOUTH BOTTOM PLATE MALE N-MALEII 7/16 6111 FEMALE 160 - SECTOR 1211 - okEa. [7 - ".•. •-.+• -,� 2. NOT PRESENT 111 OMNI CONFIGURATION DEVO HASER DEVICE COAX CABLE O %: c1A4er°�N T Poi.11, if OG11 r llWVFA COI°rAUOmLM r1,1o.110 �oc+uw+,,W.M+ COTTONWOOD COTTONWOODSURVEYING &ASSOC.,INC. 1616iEA15Y AIM. alr45ry"�CO.,. IHSNMEba. a71.6.11C1 mvmcr,"ARmn.us.ARR.^ 44 KL&A Ina. It 41., 0 Map.. 4 toad.• w4'Im7 m-a.a Eat NSM w-aw M" 3/6' THREADED R.. 1 2 3 4 Q = R•= TO BE DETERMINED 1 BY COAX CABLE SIZE MIE.R GROUND BM 0) . ! . ... 270 - SECTOR +-- --• ,� 2A0 -Oka. SECTORED 3 ANTENNA POLYPHASER N -FEMALE ANTENNA RUN "N" BOOTED WALL FEMALE SILVER PLATED CABLE DIAGRAM FEED fa MOT WIT GROUND POLYPHASER z GROUNDING GI E SOLT DOITHEAlO RIO Ma DETAIL VELD SCALE: NONE e_3 SCALE: NONE E_3 800LE: NONE SCALE: NONE ALIGNMENT SLEEVE DOUBLE DOUBLE LUG LUG - To ENO of ICE 88000 f2 MI ETHAIAFD MEM t W/ RIM 00010 0' 1p0 GREEN YORE INSTALLED 1D' 12 LUL TERMINAL, ca oN ora (MEI p.200 CR SAM TO motor O.0+ RV' MUML9rvXT�R�Ac7oR 10' r7rae C.O. -t MP M rNt-E Nwle Al Are -E own A:,r-[Lam N 8) a -Cm t 1,•l al LE IEEE 12:3 STRIP 1/2" OFFSET NIPPLES S1KANDFD SOAX 10 GROUND rat ° NOTE] P0081000 NEW COLIPE8550N TO TaTOTE'8' AT Ti0G comm L000 COOMNI 8/ U 05 }fix BE WALLED BY AN1EN=A CONTRACTOR -" 0 lav r 4 "k ay QNEp Y014088'ILWF.R HEM CONSTRUCTION MANAOET TO VERIFY EXACT =AMN AND 105(AtiATI 1 x MP 0 100 Tart eAMA{El TM ALMA{ �[II ETJ Eli o0 °C 00 ono000000000 00700 00000 GOON, ane 8888000/1 0a I FOR S MINI SUS BAR I MOM m Ex1EreOR MOUND lDOP ATA46. AMIE TMOBILEBAIRRANCH IAN 2052-A > ���I�� •s0+ L •• ir [' z ` 41 �...CAREW u m ii, 4" P.V.C. �' OPENING FOR TELCO24. ?. f CABLE '�I LADDER CABLE �6 GREEN STRANDED GROUND BONDING STRAP BOTH SIDES TRAY GROUND iii. Imola XEI NIMBI M 1 MC M]wnaI'OEW i mmrtCFTENEHTECT NO DOER (SERC: AFTER INSTALLATION) FINISH FLOOR 4'-D" 1 lJ O ton WJIPr K soon 'MED w Luo To ExmoaN Loop T T TO SOLID TINNED TO EXTERIOR GROUND RING ` DAYTON 2E200 CO -0379D BAIR RANCH 66418 { 8 U.S. HWY 6 & 24 GLENWOOD SPRINGS, Co CO -LOCATION ON TOWER NEW SHELTER NOTE: 1. ALL. ALARM 2. REFER TO CONTACTS RU80X TEMPERATURE CONTROLS ARE N.C. SHELTER DRAWONGS FOR ALARM DETAIL. 1. ALL IMMO 0-0E RT1NTH Ns M R 0+11.08x00 MEWLS COAT YATEFO 5°RFACEa TIiH NOM 8F 10 A1IACJMNT. 1- FOR 880Mp We 10 STEEL ONLT: 145017 A TOOTH WASHER DEn1ET14 oro Aro s1F.ra, COAT ALL SL'NFACFS MIDI HOLM a AU. HOLE ARE COUNTERSUNK 1/16'. 1. ASL 0+05 A0E DOME HOLED A HEAT WOW ALL COT510E UM mXNRaEOis EXTERIOR GROUND NINO TELEPHONE TERMINAL E73 ALARM DETAIL MAIN GROUND BAR NONE 4111) LE SCALE: NONESCALE: E_3 SCALE: NONE iil 0 PORT PLATE GREEN INSULATED GROUND WIRE . � � CABLES FURNISHED BY : 1 OWNER de INSTALL _� / _ e�Ie j'" WAVEGUI0E PORTS BY ANTENNA CONTRACTORII *11IG: OF ROOF � �6 cAEEw INsuLATEn cAouND WIRE FiN. CPUNG'rX12 FINISH 'TOP !„. GRADE OF 18"x (CONCRETE GRAVEL 24' DEEP INSPECTION WELL. WITH COVER) 3/4` CRUSHED STONE OR EQUAL FILL TEST WELL TO WITHIN 8' OF TOP CU ANDREW REV DATE ISSUE t 2 A 5 D9/2105 owsCO wows cereatos twos PEVEW SET ED FiEVEW SET co Paw co EW $"e,8 m FA�ML SET o � /i4'S � 1, f INSULATED TINNED LFM TO CO LEAD DE TELCO SURGE ANONEyFs AC sKrr AT ov COAX laTF NDFD ROUTED CO LEAD TO ORN411 TO PDQ ,L/ ARRESTOR _z n -eat To WALL Wf7H a O o n n IHSUTATEO COMM A 000=1100aCa 0 000 -000 -To `o O f]aap o / 00 0 INSULAIm STAND-OFF / V 00000:00000000wi(OUTLINE .... oo�a00000ao /1018008080 o I. 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E1. 11. 11. u=it=il.1 'If -11-11- 11^ X11 SOLID TiNNp] IoJ T TO BURIED i MUM COAX RING fNTRI' o 0 0 u u T u �z SOLID TINNED cu LEN] m Ga�auND t�Ncr Bt}I)DARD GROUND TELi%IZ BUSEBRLYPHASER DRAWN BY tT♦Ef7�T B1 � 6EA1..!!oCOPPERF�F)DR -24a13 4�~ G/>✓+ :e....". ��'�,r'F "�?�,<\POLYPHA5ER C '°��I 7�.�:al ,OT '. �' i �i`� Cz); j' •� aA (� !, ,°°! \ V �Cvv;°•n...>•°O\\`' .' 1 NISH BNG BRACTCET FURNISH BYas°MOUNT L•�OWNER ON S?FI.TFR EMERgR AT C4uc WALL EiRRY OFBaLT N TELCO BMRD_ PoRT(IBY SRTANDLD IHSULAIID TINNED DOUBLE- U W ( h IN CON ANTENNA CONTRACTOR �1 le AWG SOLID CONNECTION TYPE^ -GT} 3/4` DIA, x 1O' LONG COPPER GROUND ROD CADWELD CONNECTION (TYPE -PT') TINNED BARE Fl}RNISHEOGROWLED BY OWwER h tNSTALL BY AS'FTENNA CONTFiAC30Ft qXje LErD TD /NDREW GRND AT FiWYi CMX o -INSULATED CONNECTOR n CU LEAD TO RON NANC CABIf TRAY.C n jj 11111 J' �CLAD -� `` MASTER GROUND DAR // L a0000a 0 000 000 000 aoo 0000000 000c 1700 tF00IIt 000 0 1 aa0000000:0 0 000 aonnaoh c00000 000 ° cook , 12 COPPER WARE GROWLER CONNECTION! TO GROUND ROD .01111 %% �" 8Y BUILDING MANUFACTURER EXISTING WALL. BOLT TO WNL. 44/ u T T U T U INSUUIF6 / 'IU GROUND WIC TO INTERIOR GROUND REND STAND-OFF. CDAX/TOWER RASf IaASTfR GROUND Bus '� EXTERIOR GROUND BAR BY NOTE: TOTAL OF TWO. SEE SHEET 0-1 (GROUNDING PIAN) FOR LOCATION - VERIFY WITH PROJECT MANAGER PORT GROUND 1%%S1tELTER MANUFACTURER, �MWFiT BELOW PORTS NOTE: SEE ONO WORE DETAIL PLATE DETAIL T rou ELECTRICAL DETAILS DOLT Y° OMA LADDER AT ROSE MOUNT ON 4011 UNDER GPS/TEST OF TOWER MOBILE ENTRY FORT NOTE: SO L 2. CMT AU. SURFACES Y01E LID LOX BEFORE MATING. GROUNDING I. ALL HARDWARE SUR STAINLESS WITH s. ALL LUGS m BE DOUBLE LUGGED � SCHEMATIC DETAIL 4. DDS 01400 4x2°,"4" COPPER BY NEWTON OR FOES TEST WELL 10 GROUNDING DETAIL EHEET N.iARifl E ME 3 SCALE: NONE E...3 SCALE: NONE \E� SCALE: NONE #2 TINNED DOUBLE WG TO BRIDGE AND GROUND BAR DOUBLE LUG TO BRIDGE IIW"""�IY COM TFAM POWER ENGINEERING Phona MO 33.150 Fa�1)303}HA53 MICHAEL KOCH, ARCHITECT LLC nKSwr[x845 w>GRaBu,G MIL, INNvER CQIORAAO=M1 �10 C N A Q"OCknxcNSlIcF.COn COTTONWOOD SURVEYING & ASSOC., INC. 36i E.,iSTArt mwsa a.mwWw I)ws 47U rAcr:iuxanro4�Fn}u„ WcowACT:I.' • li lSTBC.' Ino. / ! �w rwF..+. paa.. «�F r . e.x eoarr R11 rDi ears ��.�.��� OUTLINE OF EOUIPT SHELTER 42 AWG TINNED SOLD WITH DOUBLE LUG CONNECTION USING STAENLESS BOLTS, WAVEGU1DE ICE BRIDGE - SUPPLY AND INSTALL BY ANTENNA CONTRACTOR CADWELD TO POST POLYPBASER 1l COAX / DCABLES GROUND KIT COAX CABLES ND HANGERS # y WAVEGUIDE ENTRY FORT FTIRNISHED . GROUND BAR BY BUILDING MANUFACTURER -- �_ COAXIAL, CABLE - INSTALLATION BY ANTENNA CONTRACTOR AT TOWER • COAXIAL CARLE GROUND KIT SUPPLY & INSTAL - TINIER MASTER GROUND BAR BY BUILDING MANUFACTURER - GROUNDING BY CONTRACTOR CONTRACTOR TO SEAL OPENING WITH SEALANT FINISH FLOOR OF SHELTER ^^----- •S DEGREE MIN. BY ANTENNA CONTRACTOR EXTERIOR GROUND BAR CADWELD (2) 1/2" DIA. SEAL TIGHT FOR GROUND FEED - W, TOP OF GRAVEL T -MOBILE BAIR RANCH DN 2052-A EXTEND PVC CONDUIT 1B" BELOW GRADE ill �■�RLr EXPOSED , Nom 42 GROUND LEADSW TO BE N IN 1/2" PVC CONDUIT /11 WY xrn EEc u NII*mut RI*31L01Amcor R@ 1A Ib1 ny1GiW, IRBI fFU6(1 woman IMIIpIiF Mfi WI'(iIM — 4 OUTIJNE OF OUTSIDE EDGE OF FOUNDATION ` NEW Y.2 AWG TINNED SOLID BARE COPPER CONDUCTOR SUPPLY & BY TOWER FOUNDATION PROJECT 11,ECIFINATICN .INSTALL GENERAL CONTRACTOR CO -0379D BAIR RANCH 66418 U.S. HWY 6 & 24 GLENWOOD SPRINGS, CO CO -LOCATION ON TOWER NEW SHELTER ell NOT USED NOTE: 1. ALL CONNECTIONS TO GROUND RING ARE TO BE CADWELDED, 2. REFER TO RUBIX SHELTER DRAWINGS FOR ENTRY/EXIT PORT LOCATIONS. EXTERNAL GROUND RING CADWELD CONNECTION MIN. 30" BELOW GRADE CADWELD CONNECTION ICE BRIDGE DETAIL SCALE NONE SCALE! NONE ® REV DATE ISLE I 2 5 4 5 08f S% 0910V05 OWD8I05 0/505 0/20(05 CD REVIEW SET CO REVIEW SET co REYEW SET CD REVIEW SET CO MAL SET" I"� TYPICAL j• f �� GROUND ��� ^�< 410 CABLE TRAY DETAIL CRA BY MGM BY SEP,L `r'i' `� r`f .> •°°so°°°°`\ G,� �� T„>F ELECTRICAL DETAILS SCALE: NONE SFi T NUMBER E-4