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Insite Towers & AT&T Tower CZC 08-011EI IAN,*,-.-- DAJ NOTE: This is not a Buildine Permit. Prior to any construction, you should contact the Building Department at (208) 887-2211 to verify if any additional permits and/or inspections will be required by the Meridian Building Department. CERTIFICATE OF ZONING COMPLIANCE* Date: March 25 2008 Project Name/Number: Insite Towers & AT&T T Owner: Lloyd Kennedy — v�% Site Address: 702 West Franklin Road MeridianID 83642 01, '+/' `'(: OP Proposed Use: New 130' monopole cell tower and a 12' x 28' shelter rl — 4f ?% . � / Zoning: I -L ,c Comments: Conditions of Approval: Project is subject to all current City of Meridian ordinances. Issuance of this permit does not release the Applicant from any previous requirements of other permits issued for this site. Site Plan: The Site Plan prepared by Architecture Designs Plus and revised on February 29, 2008, labeled A-1.0 through A- 3.0, is approved (stamped "Approved" on March 25, 2008 by the Meridian Planning Department) with no changes from the Planning Department. The approved site plan is not to be altered without prior written approval of the Planning Department. No field changes to the plan are permitted; prior written approval of all material changes is required. Specific Use Standards for Wireless Communication Facilities: The following provisions shall apply to any construction, installation, addition to or increase in the height of said tower. • All climbine pees within the bottom twenty feet (201 of the tower shall be removed except when the tower is beine serviced. • No tower shall have constructed thereon, or attached thereto, in any way, any platform, catwalk, crow's nest or like structure except durine periods of construction or repair. No siens or banners shall be attached to any portion of a wireless communications tower. Alternative Compliance: Per UDC 11-4-3-43H.5, the requirement for landscaping buffers surrounding a tower facility may be waived in situations where the visual impact of the tower is minimal. In accordance with the alternative compliance section in chapter 5, requests are allowed if topography, soil, vegetation or other site conditions are such that full compliance is impossible or impractical. The area is located in the northwest corner of an industrial yard used by a fencing company for chain link fence operations. The base of the leased area is greater than 500 feet north of Franklin Rd, behind the fencing company's existing warehouse and building operations and obscured from public view. Applicant asserts it will be difficult to provide irrigation to the site to maintain the landscaping and that adding landscaping may interfere with the fencing company's operation. UDC 11-513-5E allows the director to grant approval for alternative compliance if staff finds that (1) strict adherence or application of the requirements are not feasible and (2) The alternative means will not be materially detrimental to the public welfare or impair the intended uses and character of surrounding properties. As mentioned above, the subject property where the monopole is to be constructed is designated "Light Industrial." All properties surrounding the monopole are also designated "Light Industrial." The monopole is located in the northwest corner in the fencing yard behind a storage area. Industrial manufacturing occurs to the east and north and outside storage units are located to the north and west. Due to the high traffic and industrial use of the fencing yard, staff finds the Applicant's request to construct a six (6) foot cedar fence around the leased area rather than provide a landscape buffer at this location reasonable, as no residential properties appear to be affected by the construction of the monopole; Additionally, Staff believes the 6 -foot tall sight -obscuring fencing to surround the facility is sufficient to lessen the visual impact of the base of the tower. Li htin An accordance with UDC 11-4-3.43H-7 all lighting on the tower, other than maybe required by the FAA shall be prohibited. Signage: No signs are approved with this CZC. All business signs will require a separate sign permit in compliance with UDC 11-3D. ACHD Acceptance: All impact fees, if any, shall be paid prior to the issuance of a building permit. If any changes must be made to the site plan to accommodate the ACHD requirements, a new site plan shall be submitted to the City of Meridian Planning staff for approval prior to the issuance of a building permit. Elevations: The Elevations prepared by Architecture Design Plus and revised on February 29, 2008, labeled A- 4.0 through A- 4. 1, are approved with no changes from the Planning Department. Plan Modifications: The approved Site Plan, stamped "Approved" on March 25, 2008, and Elevations are not to be altered without prior written approval of the Planning Department. No significant field changes to the site plans are permitted; prior written approval of all changes is required. Sarah Wheeler Assistant City Planner *This letter does not indicate compliance with requirements of other departments/agencies, including, but not limited to, Ada County Highway District, Central District Health Department, affected irrigation district(s), Meridian Sewer, Water, Building or Fire Departments, Sanitary Services Co., etc. This letter shall expire one (1) year from the date of issuance if work has not begun. w. t:IIY IrF SMV CUri�idn IDAHO �. Type of Review Requested (check all that apply) _ Accessory Use Q Alternative Compliance [a Certificate of Zoning Compliance ❑ Conditional Use Permit Minor Modification ':Design Review L] Private Street ❑ Property Boundary Adjustment ❑ Short Plat ❑ Temporary Use Certificate of Zoning Compliance ❑ Time Extension (Director) ❑ Vacation ❑ Other Information Planning Department ADMINISTRATIVE REVIEW APPLICATION STAFF USE ONLY: File number(s): C-Zc OR- b I r kT- 6'b "00 Project name nsik TDUVe q KT j T_ Date filed: 11 q Qq Date complete. Assigned Planner: �\ Related files: Applicant name: i 0u9t-It-s? 4T�T Phone: '37/-00C/`k Applicant address: S . 1-o�G le A0 -lu b PI, j 8 Zip: T3 706 Applicant's interest in p perrttty: ❑ Own 11Rent ❑ Optioned IK Other � 6-4-r �w C lKSZ Owner name: A= 1 O Ot ,eo U eks., Phone: Fee ^ & 01 Owner address: F tr NRICO/% ems,Zip: 8 3G, Y � Agent name (e.g., architect, engineer, developer, representative): �P► 5!' �i (-So A) Firm name: C Phone: Address: It, S 4o5 ce•!l ,u t1 & W%S-' y !Se 2W Zip: V3706 Primary contact is: ❑ Applicant ❑ Owner `Agent ❑ Other Contact name: Phone: Ya E-mail: 4 11 (S b til 5.0 X 2, 0 c=dt 4311e d A) C. W -e7- Fax: Information Location/street address: 7 ® ?, Assessor's parcel number(s): R 50 Township, range, section: 5T^3 N tt Total acreage: 'a-, O 7 1 Current land use: Current zoning district: r ' L 83�s��a 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 1 (Rev. 9/21/06) Project Description Project/subdivision name: General description of prof V.., N E � Proposed zoning district(s): Acres of each zone proposed: Type of use proposed (check all that apply): ❑ Residential PkCommercial ❑ Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable):_ Who will own & maintain the pressurized irrigation system in this development? Which irrigation district does this property lie within? /t%4/,L Primary irrigation source: A) Secondary: N�/4 Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): Residential Project Summary (if applicable) Number of residential units: Number of common and/or other lots: Number of building lots: Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: Minimum square footage of structure(s) (excl. garage): Minimum property size (s.f): Gross density (Du/acre-total land): Percentage of open space provided: Percentage of useable open space: 2 or more Bedrooms: Proposed building height: _ Average property size (s.f.): Net density (DU/acre-excluding roads & alleys): Acreage of open space: (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): Type of dwelling(s) proposed: ❑ Single-family ❑ Townhomes ❑ Duplexes ❑ Multi -family Non-residential Project Summary (if applicable) Number of building lots:_ Gross floor area proposed: Other lots: Existing (if applicable): Hours of operation (days and hours): Building height: Percentage of site/project devoted to the following: Landscaping: Total number of employees: Building: Paving: Maximum number of employees at any one time: Number and ages of students/children (if applicable): Seating capacity: Total number of parking spaces provided: Authorization Print applicant name: L Number of compact spaces provided: 1-A)Si Applicant signatup: k 610 E. Watertower Lane, Suite 202 • Mer Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • 2 (,L C Date: ian, Idaho 83642 Website: www.meiidiancity.org Meridian Planning Department 660 E. Watertower Lane, Suite 202 Meridian, ID 83642 Re: Proposed 130' communication tower at 702 W. Franklin Road, Meridian, ID 83642 To Whom It May Concern, Insite Towers, LLC is a company that specializes in locating, building, and developing cellular tower sites throughout the United States. We have contracts with every major carrier to locate their equipment on our towers and within our ground shelters. Insite Towers, LLC takes great pride in the fact that we only locate towers where our clients need either additional coverage or expanded coverage in order to meet the demands of their customers. Insite Towers, LLC has leased ground at 702 W. Franklin Road to build a communication site. Our proposal will be to construct a 130' monopole within a 50'x 50' (2500 square feet) fenced area (cedar fencing 6' tall). We would also like to be zoned for the future addition of an exposed aggregate concrete shelter to be no larger than 12' x 28' in size. The shelter will provide space for our carriers to locate equipment on the ground. The site is surrounded by I -L zoning on all sides with some commercial to the south. There is industrial manufacturing to the east, north and storage units to the north and west. There is light industrial to the north as well. The current use of the site, and it will remain this, is a lav down yard for a fencing r. mpany that deals primarily in chain link fencing. Our proposed facility will be located in the northeast corner of the property. Power and telephone will be run underground from a utility pole located approximately 200' to the south of the property along the east side of the property. Per the City of Meridian Wireless ordinance 11-4-3-43-6 this site is located in an I -L zone and is a permitted use. The zone allows for cellular towers due to the nature of the light industrial business area; fencing company, storage units, light manufacturing type building directly to the east, and other similar business ` surrounding the proposed site. Per the City of Meridian wireless ordinance; 11-4-3-43-6 (a); description of the surrounding area; the topograpby is flat in all dirartinnc with a two -to ry build' on the east side of the property, a storage unit facilify -the north and west and two commercial buildings to the south that block the view of the base of the site from Franklin Road. Engineering reports will provided which show that the proposed tower will be able to handle at least 3 carriers. This site is needed in order to provide both wireless cell coverage but wireless internet to the surrounding area. The propagation charts provided are for AT&T Wireless and show the need for a site to provide needed coverage to the west and east; in particular to a dip in the terrain to the east near 1-84. Other clients upon their signing leases to collocate on our tower will provide these maps as part of their zoning process. The closest towers are located to the southeast, Republic Storage area, and to the east on Bower Street. Both of these towers have 3 to 4 collocations on them and will not meet the needs of our proposed clients due to lack of space at heights they request due to coverage limitations. The City of Meridian Wireless ordinance; 11-4-3-43 6 (d) ; technical limitations of the system that limit siting options is relevant in selecting of any site for a carrier or a tower builder such as Insite Towers, LLC for several reasons. One, both of the above towers mentioned are to capacity, as mentioned; two, AT&T Wireless who is our client going on this proposed site has a tower located at Treasure Valley Vet Hospital on Meridian Road that is to the south of the tower at Republic Storage and the two sites are too close together and the signal would overlap and cause drop calls, poor reception, and other problems due to that reason. Three, the Republic storage tower is not tall enough to meet the coverage objectives of AT&T Wireless; which is to cover to the west of the proposed site and a slight dip in the terrain to the east near 1-84. (Ordinance 11-4-3-43-6 (b)). Our site will be built using a tower that will not emit any odor, glare, or noise of any kind (except the air conditioning unit running to cool the indoor equipment). The tower will be a monopole design and will be a dull gray in color with antennas mounted at designed intervals according to our engineering specifications. The leased area will have a cedar fence surrounding it that will further block the view of anyone who was to drive back into the laydown yard of Meridian Fence. The bottom portion of the site will not be visible from Franklin Road due to the two commercial buildings to the south of the site. Tw&siwill P t or exceed all rPnuirements of Meridian, the FAA the Boisn Aicpo.rtm- he Air National Guard, and all_other agencies jnv Ived with 'urisdiction over such projects. We will be a good neighbor that will provide needed services that will enhance the value of the surrounding properties in ways that the modern home owner wishes; wireless communication services such as cell coverage, wireless internet; wireless fax capabilities, etc. Please contact me: Tony D. Wilson at 371.0042 for any and all questions. 4Si,nrely, To D. ilson S.D.I., Inc. Agent for Insite Towers, LLC Meridian Planning Department 660 E. Watertower Lane, Suite 202 Meridian, ID 83642 130 Re: Landscape waiver for proposed communication tower at 702 W. Franklin Road To Whom It May Concern, Insite Towers, LLC is a company that specializes in locating, building, and developing celllar tower sites throughout the United States. We have contracts with every major carrier to locate their equipment on our towers and within our ground shelters. Insite Towers, LLC takes great pride in the fact that we only locate towers where our clients need either additional coverage or expanded coverage in order to meet the demands of their customers. Insite Towers, LLC has leased ground at 702 W. Franklin Road to build a communication site. Our proposal will be to construct a 3,sO monopole within a 50'x 50' (2500 square feet) fenced area (',CCK (viNI fencing 6' tall). We would also like to be zoned for the future addition of an exposed aggregate concrete shelter approximately 12'x 28' in size. The s e ter will provide space for our carriers to locate equipment on the ground. The site is surrounded by I -L zoning on all sides with some commercial to the south. There is industrial manufacturing to the east, north and storage units to the north and west. There is light industrial to the north as well. The current use of the site, and it will remain this, is a laydown yard for a fencing company that deals primarily in chain link fencing. Our proposed facility will be located in the northeast corner of the property. Power and telephone will be run underground from a utility pole located approximately 200' to the south of the property along the east side of the property. Insite Towers, LLC requests alternative compliance on the following section of the Meridian Wireless Ordinance: Section 11-4-3-43-H-5; that reads as follows: 5. All tower facilities shall include a landscape buffer. The buffer shall consist of a landscape strip of at least five feet (5') wide outside the perimeter of the compound. A minimum of fifty percent (50%) of the plant material shall be of an evergreen variety. In locations of where the visual impact of the tower is minimal, the director may waive this requirement through the alternative compliance procedure in accord with chapter 5, "Administration", of this title. We propose that the surrounding area is industrial and is surrounded by industry on all sides. The proposed lease area is within a laydown yard used by Meridian Fence for their chain link fencing operation. We will endure a hardship to get water to the landscaping and with the amount of activity in the area with trucks and other equipment it would definitely interfere with the fencing companies operation. We will gladly use s in our fenced area to obscure the ground equipment from view if requested by the City of Meridian Planning Department to do so, although we do feel this is not needed due to the site being obscured already from Franklin Road by a large building along with the fencing companies own shop. Please review the attached plans detailing where the site will be located and the surrounding buildings. Please contact me: Tony D. Wilson at 371.0042 for any and all questions. Sincerely, t ff-0-7 A ha, Tony D. Wilson S.D.I., Inc. Agent for Insite Towers, LLC o Sabre Coe�munle�No.n riOiPOfia00 TY - Structural Design Report 130' Monopole located at: Mono #2, ID prepared for: INSITE TOWERS by: Sabre Communications Corporation TM Job Number: 08-01104 Revision A March 24, 2008 MonopoleProfile .................................................. 1 Pole Calculation .................................................. CI -CS Prepared by Checked by Approved by MAR 2 4 2008 3 i 8 (3) 12' T -Arm 3' Stand -Off 6x12 ACCESS O 613.188300' (3) 12' T -Arm 3' Stand -OH 6x12 ACCESS 06Q18Q'300' (3) 12' T -Arm 3' Stand -OH 6x12 ACCESS 0608Q'300r (3) 12' T -Arm 3' Stand -Off 602ACCESS 06084.300' 10x25 ACCESS* 36QIW 50.25' Sqr BASE 2.50' Thick 12 t92.25 '0 12.00" Bolt Projection 51.75' Bolt Circle G. TAPER .2460 IN/rT POLE SHAPE 18 SEED POLYGON Lev Qt Eft Future APPURTENANCE:DESCFwANTENNA 124 -0' J 2 3 _F1 4_.D0 F 12' T -Arte 3 Stand -Off 2 114.00 F 8 X 1' 1 3' 114'-0 3 3 104.00 F 12 A. Stand -Off 12 104600 F 8'X 1'X3' 4 3 94.00 F IX 2 94.00 F T -km S Stand -Off 8'X1'13' 04-0 Wind OLF Rad Factor Wind m h lkrt ice GLst Cf I 3_@ Gutted Wind 9QO 1.20 1.10 .65 34.7 2) 38 Gutted Wind 0.9 90.0 .90 1.10 .65 34.7 3) 3$ Gutted WindAda 40.0 1.20 .25 1.10 1.20 4.3 4 Service Loads 60.0 1.00 1.10 .65 8.6 Load Case OES(TlIPTION Res Base Real Clap *Tap Axial Shear Mom DEF4 SWAY s kis H -k ft -"31 1 3s Gusted Wind 31.9 24.7 2410 2) 3s Gutted Wind 0.9 241 24.7 2371 3) 38 Gusted IAnddda 38.6 4.2 391 4 Service Loads 26.2 8.2 595 9.9 7.94 9.7 7.75 1.6 1.25 2.4 1.96 o� 1HIq( VIEIGHT STEEL In be SPEC FINISH 1 31.25 t500 2269 .1875 1400 A572-65 Goiv F;n 3125 5200 A572-65 Galy 3 53 25 32.63 45 73 .3125 8800 A572-55 GaIv n a � � r TOTAL 15400 1700 A615-75 Gdv-18' n n to te (3) 12' T -Arm 3' Stand -Off 6x12 ACCESS O 613.188300' (3) 12' T -Arm 3' Stand -OH 6x12 ACCESS 06Q18Q'300' (3) 12' T -Arm 3' Stand -OH 6x12 ACCESS 0608Q'300r (3) 12' T -Arm 3' Stand -Off 602ACCESS 06084.300' 10x25 ACCESS* 36QIW 50.25' Sqr BASE 2.50' Thick 12 t92.25 '0 12.00" Bolt Projection 51.75' Bolt Circle G. TAPER .2460 IN/rT POLE SHAPE 18 SEED POLYGON 1) FULL HEIGHT STEP BOLTS 2) ANTENNA FEED LINES RUN WIDE POLE 3) THE MONOPOLE WAS DESIGNED IN ACCORDANCE WITH ANSI/TV-222-G STRUCTURE CLASS 6, E) P0611RE CATEGORY C, TOPOGRAPHIC CATEGORY I. MAR 2 4 2008 INSITE TOWERS Sabre Mono #2,1D T"m4P*$ 130.00 MONOPOLE 0$-01104 13IZE DRATIDTG NO. 1S 2OMarOB A 08 -01104 -PE /N Ur RSR6Rem Dnvml 3CAL13 A Lev Qt Eft Future APPURTENANCE:DESCFwANTENNA 1 3 124.00 12 T -Arm 3 Stmkd-Off 12124.00 11'X1'13' 2 3 _F1 4_.D0 F 12' T -Arte 3 Stand -Off 2 114.00 F 8 X 1' 1 3' 3 3 104.00 F 12 A. Stand -Off 12 104600 F 8'X 1'X3' 4 3 94.00 F IX 2 94.00 F T -km S Stand -Off 8'X1'13' Load Case DESCRIPTION Wind OLF Rad Factor Wind m h lkrt ice GLst Cf I 3_@ Gutted Wind 9QO 1.20 1.10 .65 34.7 2) 38 Gutted Wind 0.9 90.0 .90 1.10 .65 34.7 3) 3$ Gutted WindAda 40.0 1.20 .25 1.10 1.20 4.3 4 Service Loads 60.0 1.00 1.10 .65 8.6 Load Case OES(TlIPTION Res Base Real Clap *Tap Axial Shear Mom DEF4 SWAY s kis H -k ft -"31 1 3s Gusted Wind 31.9 24.7 2410 2) 3s Gutted Wind 0.9 241 24.7 2371 3) 38 Gusted IAnddda 38.6 4.2 391 4 Service Loads 26.2 8.2 595 9.9 7.94 9.7 7.75 1.6 1.25 2.4 1.96 LENGTH Flat -flat See k TOPO ROTO 1HIq( VIEIGHT STEEL In be SPEC FINISH 1 31.25 t500 2269 .1875 1400 A572-65 Goiv 2 51.75 21.57 34 31 3125 5200 A572-65 Galy 3 53 25 32.63 45 73 .3125 8800 A572-55 GaIv M.� BdH HdM AB 84.00 2.25 2.625 TOTAL 15400 1700 A615-75 Gdv-18' 1) FULL HEIGHT STEP BOLTS 2) ANTENNA FEED LINES RUN WIDE POLE 3) THE MONOPOLE WAS DESIGNED IN ACCORDANCE WITH ANSI/TV-222-G STRUCTURE CLASS 6, E) P0611RE CATEGORY C, TOPOGRAPHIC CATEGORY I. MAR 2 4 2008 INSITE TOWERS Sabre Mono #2,1D T"m4P*$ 130.00 MONOPOLE 0$-01104 13IZE DRATIDTG NO. 1S 2OMarOB A 08 -01104 -PE /N Ur RSR6Rem Dnvml 3CAL13 A SABRE COMMUNICATIONS CORP JOB: 08-01104 20 -Mar -08 15:44 2101 Murray Street INSITE TOWERS Ph 712.258.6690 Sioux City, IA 51101 Mono #2 ID Fx 712.258.8250 TOP DIAMETER 1500 in 15.23 in. Point -Point BOTTOM DIAMETER 45..73 in.. € 46.44 in. Point -Point POLE HEIGHT 129.00 ft. 18 SIDED FLAT ORIENTATION BASE HEIGHT 1.00 ft. ABOVE GROUND E -MODULUS 29000 ksi [ 12000 ksi SHEAR MODULUS) APPURTENANCES ATTACH POINTS: NO. X,ft Qty Description Status 1 124.00 3 12' T -Arm 3' Stand -Off Initial Appurt 2 114.00 3 12' T -Arm 3' Stand -Off Future Appurt 3 104.00 3 12' T -Arm 3' Stand -Off Future Appurt 4 94.00 3 12' T -Arm 3' Stand -Off Future Appurt Some wind forces may have been derived from full-scale wind tunnel tests. Pole Bottom Thick Connect LAP Taper Length Weight Steel Pole Section X,ft. in. Tie in. in ft ft. lbs Spec Finish 1 31.25 .18750 SLIP-JNT 36. .2460 31.25 1180 A572-65 GALVANIZE 2 80.00 .31250 SLIP-JNT 51. .2460 51.75 4825 A572-65 GALVANIZE 3 129.00 .31250 C -WELD .2460 53.25 6985 A572-65 GALVANIZE SECTION PROPERTIES-- �•-•-------•- Area Iz IXIy SxSy X,ft UP,ft D,in T,in inZ in9 in in w/t d/t Fy(ksi) 129.00 .00 15.00 .1875 8.81 488 244 32.0 12.34 80.0 65.00 TOP 124.00 5.00 16.23 .1875 9.55 620 310 37.6 13.50 86.6 65.00 PO1 119.00 10.00 17.46 .1875 10.28 774 387 43.7 14.66 93.1 65.00 114.00 15.00 18.69 .1875 11.01 954 477 50.3 15.81 99.7 65.00 P02 109.00 20.00 19.92 .1875 11.74 1156 578 57.2 16.97 106.2 65.00 104.00 25.00 21.15 .1875 12.47 1386 693 64.5 18.13 112.8 65.00 P03 100.75 28.25 21.95 .1875 12.95 1550 775 69.5 18.88 117.1 65.00 Slip -B01 97.75 31.25 22.31 .3125 21.82 2668 1334 117.8 10.83 71.4 65.00 Slip -T02 94.00 35.00 23.23 .3125 22.74 3018 1509 127.9 11.35 74.4 65.00 PO4 89.00 40.00 24.46 .3125 23.96 3530 1765 142.1 12.04 78.3 65.00 84.00 45.00 25.69 .3125 25.18 4098 2049 157.1 12.74 82.2 65.00 79.00 50.00 26.92 .3125 26.40 4722 2361 172.7 13.43 86.2 65.00 74.00 55.00 28.15 .3125 27.62 5408 2704 189.2 14.12 90.1 65.00 69.00 60.00 29.38 .3125 28.84 6156 3078 206.3 14.82 94.0 65.00 64.00 65.00 30.61 .3125 30.06 6972 3486 224.3 15.51 98.0 65.00 59.00 70.00 31.84 .3125 31.28 7856 3928 242.9 16.21 101.9 65.00 54.00 75.00 33.07 .3125 32.50 8810 4405 262.3 16.90 105.8 65.00 53.25 75.75 33.26 .3125 32.68 8960 4480 265.3 17.00 106.4 65.00 Slip -B02 49.00 80.00 33.68 .3125 33.10 9308 4654 272.2 17.24 107.8 65.00 Slip -T03 44.00 85.00 34.91 .3125 34.32 10376 5188 292.7 17.93 111.7 65.00 39.00 90.00 36.14 .3125 35.54 11522 5761 314.0 18.63 115.6 65.00 34.00 95.00 37.37 .3125 36.76 12750 6375 336.0 19.32 119.6 65.00 29.00 100.00 38.60 .3125 37.97 14064 7032 358.8 20.02 123.5 65.00 24.00 105.00 39.83 .3125 39.20 15462 7731 382.3 20.71 127.5 65.00 19.00 110.00 41.06 .3125 40.41 16950 8475 406.5 21.40 131.4 65.00 14.00 115.00 42.29 .3125 41.64 18532 9266 431.6 22.10 135.3 65.00 9.00 120.00 43.52 .3125 42.85 20210 10105 457.3 22.79 139.3 65.00 4.00 125.00 44.75 .3125 44.07 21986 10993 483.8 23.49 143.2 65.00 .00 129.00 45.73 .3125 45.05 23478 11739 505.6 24.04 146.3 65.00 BASE Page C 1 SABRE COMMUNICATIONS CORP JOB: 08-01104 20 -Mar -08 15:44 2101 Murray Street INSITE TOWERS Ph 712.258.6690 Sioux City, IA 51101 Mono #2 ID Fx 712.258.8250 CASE - 1: 3s Gusted Wind ANSI-TIA-222-G WIND OLF ICE 1.60 GUSTED WIND (3sec) 90.0 mph. 144.8 kph VERTICAL OLF in 1.20 EXP-CAT/STRUC CLASS C -II TorgZl DESIGN ICE 4.8.2 .00 in EXP -POWER COEFF. .2105 WEIGHT GUST FACTOR (Gh) 1.10 REFERENCE HEIGHT 900.0 ft FORCE COEFF (Cf) .65 PRESSURE @ 32.7 ft 34.7 psf 1659.0 Pa IMPORTANCE FAC (I) 1.00 BASE ABOVE Grd 1.0 Tra-Y Ax -Z DIRECTION FAC (Kd) .95 CREST HEIGHT .0 ft TOPOGRAPHIC CAT Type ---- 1 #/Ft ---- Psf ---- Kips Kips ---- ---- APPURTENANCES ICE • --- FORCES,kips--- •--- MOMENTS,ft-kipps---: Fly Inter ppsf in IShearX ShearY AxiaZI BendX Sabre Areas TorgZl ksi 65.00 4.8.2 3D.14 29.89 .00 .00 Center WEIGHT AREA Tx -CABLE .0 .0 FORCES MOM. .000 .016 29.64 .00 .0 5.31 Line each each .0 65.00 .134 WIND Tra-Y Ax -Z L -X 4 Qty Description -54.6 Elev-Ft Lbs Ft^2 ---- Type ---- Qty --- #/Ft ---- Psf ---- Kips Kips ---- ---- F? -K ---- ----- 1 3 ------------- 12' T -Arm 3' Stand -Off ------- 124.0 ---- 281 91.8 15.13 -11.2 -158.6 46.0 4.22 -1.0 -1.1 - 12 8' X 1' X 3" 124.0 80 .0 1 5/8" 12 1.04 46.0 -3.0 .0 2 3 12' T -Arm 3' Stand -Off 114.0 281 91.8 .00 .0 20.09 45.2 4.15 -1.0 -1.0 - 12 8' X 1' X 3" 114.0 80 -16.4 1 5/8" 12 1.04 45.2 -2.9 27.56 3 3 12' T -Arm 3' Stand -Off 104.0 281 91.8 .685 27.21 .00 44.4 4.07 -1.0 -1.0 - 12 8' X 1' X 3" 104.0 80 .0 1 5/8" 12 1.04 44.3 -2.7 65.00 4 3 12' T -Arm 3' Stand -Off 94.0 281 91.8 .0 65.00 .834 43.4 3.99 -1.0 -1.0 - 12 8' X 1' X 3" 94.0 80 25.61 1 5/8" 12 1.04 43.4 -2.6 .0 RESULTS 65.00 .891 25.15 .00 .0 21.98 -21.1 • .0 .0 65.00 .912 X, ft Kzt 129.00 1.00 124.00 1.00 119.00 1.00 114.00 1.00 109.00 1.00 104.00 1.00 100.75 1.00 97.75 1.00 94.00 1.00 89.00 1.00 84.00 1.00 79.00 1.00 74.00 1.00 69.00 1.00 64.00 1.00 59.00 1.00 54.00 1.00 53.25 1.00 49-.00 1.00 44.00 1.00 39.00 1.00 34.00 1.00 29.00 1.00 24.00 1.00 19.00 1.00 14.00 1.00 9.00 1.00 4.00 1.00 .00 1.00 DISPLACEMENTS ELEV I ----- X, ft X 129.00 .0 WIND ------DEFLECTION 0 ICE • --- FORCES,kips--- •--- MOMENTS,ft-kipps---: Fly Inter ppsf in IShearX ShearY AxiaZI BendX BendY TorgZl ksi 65.00 4.8.2 3D.14 29.89 .00 .00 .0 .0 .01 4.97 -.1 -3.7 .0 -1.6 .0 .0 .0 .0 65.00 .000 .016 29.64 .00 .0 5.31 -3.9 -27.0 .0 .0 65.00 .134 29.37 .00 .0 10.18 -7.4 -54.6 .0 .0 65.00 .235 29.10 .00 .0 10.42 -7.7 -105.5 .0 .0 65.00 .391 28.82 .00 .0 15.13 -11.2 -158.6 .0 .0 65.00 .521 28.63 .00 .0 15.29 -11.6 -207.8 .0 .0 65.00 .630 28.45 .00 .0 15.48 -12.1 -253.7 .0 .0 65.00 .452 28.22 .00 .0 20.09 -15.8 -312.7 .0 .0 65.00 .514 27.90 .00 .0 20.33 -16.4 -413.2 .0 .0 65.00 .609 27.56 .00 .0 20.58 -17.0 -514.8 .0 .0 65.00 .685 27.21 .00 .0 20.82 -17.7 -617.7 .0 .0 65.00 .746 26.85 .00 .0 21.07 -18.4 -721.8 .0 .0 65.00 .795 26.46 .00 .0 21.32 -19.1 -827.2 .0 .0 65.00 .834 26.05 .00 .0 21.58 -19.9 -934.2 .0 .0 65.00 .866 25.61 .00 .0 21.83 -20.7 -1041.7 .0 .0 65.00 .891 25.15 .00 .0 21.98 -21.1 -1150.8 .0 .0 65.00 .912 25.08 .00 .0 22.13 -21.9 -1167.5 .0 .0 65.00 .915 24.65 .00 .0 22.38 -23.1 -1261.1 .0 .0 65.00 .963 24.11 .00 .0 22.62 -24.1 -1373.3 .0 .0 65.00 .975 23.52 .00 .0 22.86 -25.0 -1486.7 .0 .0 65.00 .984 22.87 .00 .0 23.09 -25.9 -1600.8 .0 .0 65.00 .990 22.14 .00 .0 23.32 -26.8 -1715.8 .0 .0 65.00 .993 21.30 .00 .0 23.56 -27.7 -1832.5 .0 .0 65.00 .996 20.32 .00 .0 23.81 -28.7 -1950.8 .0 .0 65.00 .997 19.16 .00 .0 24.06 -29.6 -2069.2 .0 .0 65.00 .996 19.16 .00 .0 24.32 -30.7 -2190.0 .0 .0 65.00 .995 19.16 .00 .0 24.56 -31.6 -2311.7 .0 .0 65.00 .993 19.16 .00 .0 24.71 -31.9 2410.0 .1 .0 65.00 .990 feet-------------I-----------ROTATION, degrees ------- I Y Z XY-Result X Y Z XY-Result 9.87 -.51 9.87< 7.65%> -7.94 .00 .00 7.94 Page C2 SABRE COMMUNICATIONS CORP JOB: 08-01104 20 -Mar -08 15:44 2101 Murray Street INSITE TOWERS Ph 712.258.6690 Sioux City, IA 51101 Mono #2 ID Fx 712.258.8250 CASE - 2: 3s Gusted Wind 0.9 Dead ANSI-TIA-222-G WIND OLF ICE 1.60 GUSTED WIND (3sec) 90.0 mph 144.8 kph VERTICAL OLF psf .90 EXP-CAT/STRUC CLASS C -II DESIGN ICE orgZl .00 in EXP -POWER COEFF. .2105 GUST FACTOR (Gh) 1.10 REFERENCE HEIGHT 900.0 ft FORCE COEFF (Cf) .65 PRESSURE @ 32.7 ft 34.7 psf 1659.0 Pa IMPORTANCE FAC (I) 1.00 BASE ABOVE Grd 1.0 DIRECTION FAC (Kd) .95 CREST HEIGHT .0 ft TOPOGRAPHIC CAT .0 1 -5.3 -53.0 APPURTENANCES -- 65.00 .225 Sabre Areas # Qty Description 1- 3 12' T -Arm 3' Stand -Off - 12 8' X 1' X 3" 2 3 12' T -Arm 3' Stand -Off - 12 8' X 1' X 3" 3 12 12' TXArm X'3Stand-Off 4 3 12' T -Arm 3' Stand -Off 12 8' X 1' X 3" RESULTS X, ft Kzt 129.00 1.00 124.00 1.00 119.00 1.00 114.00 1.00 109.00 1.00 104.00 1.00 100.75 1.00 97.75 1.00 94.00 1.00 89.00 1.00 84.00 1.00 79.00 1.00 74.00 1.00 69.00 1.00 64.00 1.00 59.00 1.00 54.00 1.00 53.25 1.00 49.00 1.00 44.00 1.00 39.00 1.00 34.00 1.00 29.00 1.00 24.00 1.00 19.00 1.00 14.00 1.00 9.00 1.00 4.00 1.00 .00 1.00 DISPLACEMENTS ELEV 1----- X ft x 129.00 .0 Center WEIGHT AREA Tx -CABLE FORCES MOM. Line each each WIND Tra-Y Ax -Z Lgg-X Elev-Ft Lbs Ft^2 Type Qty #/Ft Psf Kips Kips F? --K ------- ---- ---- ---- --- ---- ---- ---- ---- ---- 124.0 281 91.8 46.0 4.22 -.8 -1.1 124.0 80 1 5/8" 12 1.04 46.0 -2.3 114.0 281 91.8 45.2 4.15 -.8 -1.0 114.0 80 1 5/8" 12 1.04 45.2 -2.1 104.0 281 91.8 44.4 4.07 -.8 -1.0 104.0 80 1 5/8" 12 1.04 44.3 -2.0 94.0 281 91.8 43.4 3.99 -.8 -1.0 94.0 80 1 5/8" 12 1.04 43.4 -1.9 WIND ------DEFLECTION 0 ICE • --- FORCES,kips---•---MOMENTS, ft-ki s-- Fly Inter psf in IShearX ShearY AxiaZ1 BendX Bendy orgZl ksi 65.00 4.8.2 30.14 29.89 .00 .00 .0 .0 .01 4.82 -.1 -2.6 .0 -1.6 .0 .0 .0 .0 65.00 .000 .014 29.64 .00 .0 5.15 -2.8 -26.2 .0 .0 65.00 .128 29.37 .00 .0 9.88 -5.3 -53.0 .0 .0 65.00 .225 29.10 .00 .0 10.12 -5.5 -102.3 .0 .0 65.00 .376 28.82 .00 .0 14.71 -8.1 -154.0 .0 .0 65.00 .502 28.63 .00 .0 14.87 -8.4 -201.8 .0 .0 65.00 .608 28.45 .00 .0 15.06 -8.8 -246.4 .0 .0 65.00 .437 28.22 .00 .0 19.56 -11.4 -303.8 .0 .0 65.00 .497 27.90 .00 .0 19.82 -11.9 -401.7 .0 .0 65.00 .589 27.56 .00 .0 20.08 -12.4 -500.8 .0 .0 65.00 .663 27.21 .00 .0 20.35 -12.9 -601.2 .0 .0 65.00 .723 26.85 .00 .0 20.62 -13.5 -702.9 .0 .0 65.00 .771 26.46 .00 .0 20.89 -14.1 -806.0 .0 .0 65.00 .810 26.05 .00 .0 21.17 -14.7 -910.0 .0 .0 65.00 .841 25.61 .0 21.45 -15.3 -1015.8 .0 .0 65.00 .867 25.15 .00 .00 .0 21.61 -15.7 -1123.3 .0 .0 65.00 .887 25.08 .00 .0 21.76 -16.2 -1140.0 .0 .0 65.00 .890 24.65 .00 .0 22.04 -17.1 -1232.5 .0 .0 65.00 .938 24.11 .00 .0 22.31 -17.9 -1342.5 .0 .0 65.00 .950 23.52 .00 .0 22.58 -18.6 -1454.2 .0 .0 65.00 .959 22.87 .0 22.85 -19.3 -1566.7 .0 .0 65.00 .966 22.14 .00 .0 23.11 -20.0 -1680.8 .0 .0 65.00 .970 21.30 .00 .00 .0 23.39 -20.8 -1796.7 .0 .0 65.00 .973 20.32 .00 .0 23.68 -21.5 -1913.3 .0 .0 65.00 .975 19.16 .00 .0 23.97 -22.3 -2031.7 .0 .0 65.00 .975 19.16 .00 .0 24.27 -23.1 -2151.7 .0 .0 65.00 .975 19.16 24.55 -23.8 -2273.3 .0 .0 65.00 .973 19.16 .00 .00 .0 .0 24.70 -24.1 2371.7 .0 .0 65.00 .972 feet-------------I-----------ROTATION, degrees ------- I Y Z XY-Result X Y Z XY-Result 9.65 -.48 9.65< 7.48%> -7.75 .00 .00 7.75 Page C3 SABRE COMMUNICATIONS CORP JOB: --08-01104 20 -Mar -08 15:44 2101 Murray Street INSITE TOWERS Ph 712.258.6690 Sioux City, IA 51101 Mono #2 ID Fx 712.258.8250 CASE - 3: 3s Gusted Wind&Ice WIND OLF 1.00 GUSTED WIND (3sec) 40.0 mph . 64.4 kph VERTICAL OLF 1.20 EXP-CAT/STRUC CLASS C -II DESIGN ICE GUST FACTOR (Gh) .25 1.10 in • EXP -POWER COEFF. .2105 REFERENCE HEIGHT 900.0 ft FORCE COEFF (Cf) 1.20 PRESSURE @ 32.7 ft 4.3 psf 204.8 Pa IMPORTANCE FAC (I) 1.00 BASE ABOVE Grd 1.0 ft DIRECTION FAC (Kd) 95 CREST HEIGHT .0 TOPOGRAPHIC CAT 1 Sabre Areas APPURTENANCES Center WEIGHT AREA Tx -CABLE FORCES WIND Tra-Y Ax -Z MOM. Lg-X # Qty Description Line Elev-Ft each each Ft^2 Type Qty #/Ft -Psf Kips Kips Ft_K - 1 3 12' T -Arm 3' Stand -Off 124.0 124.0 -Lbs 309 102.8 131 1 5/8" 12 1.04 5.7 5.7 .5$ -4.1 .1 12 8' X 1' X 3" 2 3 12' T -Arm 3' Stand -Off 114.0 309 102.8 5/8" 12 1.04 5.6 .57 5.6 -1.2 -3.9 -.1 12 8' X 1' X 3" 3 3 12' T -Arm 3' Stand -Off 114.0 104.0 131 1 309 102.7 5.5 .56 12 8' X 1' X 3" 104.0 131 1 5/8" 12 1.04 5.4 -3.8 -1.2 -.1 4 3 12' T -Arm 3' Stand -Off 94.0 94.0 309 102.6 131 1 5/8" 12 1.04 .55 5.4 -3.6 12 8' X 1' X 3" RESULTS WIND ICE --- FORCES,kips---•--- MOMENTS,ft-kipps --- TorgZl : F'y Inter ks1 4.8.2 X, ft Kzt psf in IShearX ShearY AxiaZI BendX BendY 65.00 .000 129.00 1.00 124.00 1.00 6.87 6.81 .57 .0 .00 .76 -.1 .0 -5.6-.3 .0 .0 .0 .0 65.00 .012 119.00 1.00 6.76 .57 .57 .0 .0 .84 1.58 -5.9 -4.2 -11.2 -8.5 .0 .0 .0 65.00 .0 65.00 .029 .052 114.00 1.00 109.00 1.00 6.69 6.63 .57 .56 .0 .0 1.64 -11.5 -16.4 .0 .0 65.00 65.00 .076 104.00 1.00 100.75 1.00 6.57 6.52 .56 .0 .0 2.34 2.38 -16.7 -24.7 -17.1 -32.3 .0 .0 .0 .0 65.00 .101 .118 97.75 1.00 6.48 .56 .56 .0 2.42 -17.6 -39.5 .0 .0 65.00 65.00 .083 .095 94.00 1.00 89.00 1.00 6.43 6.36 .56 .0 .0 3.11 3.17 -22.9 -48.7 -23.5 -64.3 .0 .0 .0 .0 65.00 .110 84.00 1.00 6.28 .55 .55 .0 3.23 -24.1 -80.1 .0 .0 65.00 65.00 .121 .130 79.00 1.00 74.00 1.00 6.20 6.12 .55 .0 .0 3.29 3.35 -24.7 -96.3 -25.4 -112.7 .0 .0 .0 .0 65.00 .138 69.00 1.00 6.03 .54 .54 .0 3.41 3.47 -26.1 -129.4 -26.8 -146.5 .0 .0 .0 65.00 .0 65.00 .144 .149 64.00 1.00 59.00 1.00 5.94 5.84 .54 .53 .0 .0 3.53 -27.5 -163.8 .0 .0 65.00 65.00 .153 54.00 1.00 53.25 1.00 5.73 5.72 .53 .0 .0 3.57 3.60 -28.0 -181.4 -28.7 -184.1 .0 .0 .0 .0 65.00 .157 .157 49.00 1.00 5.62 .53 .52 .0 3.66 3.72 -29.9 -199.4 -30.9 -217.8 .0 .0 .0 65.00 .0 65.00 .166 .168 44.00 1.00 39.00 1.00 5.49 5.36 .52 .51 .0 .0 3.78 -31.7 -236.3 .0 .0 65.00 65.00 .170 34.00 1.00 29.00 1.00 5.21 5.05 .50 .0 .0 3.84 3.89 -32.6 -255.2 -33.5 -274.3 .0 .0 .0 .0 65.00 .171 .172 24.00 1.00 4.86 .50 .49 .0 3.95 4.02 -34.4 -293.8 -35.4 -313.6 .0 .0 .0 65.00 .0 65.00 .173 .173 19.00 1.00 14.00 1.00 4.63 4.37 .48 .46 .0 .0 4.08 -36.3 -333.7 .0 .0 65.00 65.00 .174 9.00 1.00 4.00 4.37 .44 .0 4.15 -37.3 -354.1 .0 .0 .174 1.00 4.37 .35 .0 4.24 -38.6 391.7 .0 .0 65.00 .174 74 DISPLACEMENTS ELEV I -----------DEFLECTION feet-------------I-----------ROTATION, degrees -------I Z XY-Result X, ft X Y Z 129.00 .00 1.57 -.02 XY-Result 1.57< X 1.22%> -1.25 Y .00 .00 1.25 Page C4 SABRE COMMUNICATIONS CORP JOB: 08-01104 20 -Mar -08 15:44 2101 Murray Street INSITE TOWERS Ph 712.258.6690 Sioux CitV, IA 51101 Mono #2 ID Fx 712.258.8250 CASE - 4: Service Loads ANSI-TIA-Zzl-G WIND OLF 1.00 GUSTED WIND (3sec) 60.0 mph 96.6 kph VERTICAL OLF 1.00 EXP-CAT/STRUC CLASS C -II DESIGN ICE .00 in EXP -POWER COEFF. .2105 GUST FACTOR (Gh) 1.10 REFERENCE HEIGHT 900.0 ft FORCE COEFF (Cf) .65 PRESSURE @ 32.7 ft 8.6 psf 412.3 Pa IMPORTANCE FAC (I) 1.00 BASE ABOVE Grd 1.0 DIRECTION FAC (Kd) .85 CREST HEIGHT .0 ft TOPOGRAPHIC CAT 1 APPURTENANCES Sabre Areas Center WEIGHT AREA Tx -CABLE FORCES MOM. Line each each WIND Tra-Y Ax -Z Lg-X # Qty Description Elev-Ft Lbs ---- Ft^2 Type ---- ---- Qty --- #/Ft ---- Psf Kips ---- ---- Kips ---- Ft -K ---- ------------------ 1 3 12' T -Arm 3' Stand -Off ------- 124.0 281 91.8 11.4 1.05 -.8 -.3 - 12 8' X 1' X 3" 124.0 80 1 5/8" 12 1.04 11.4 -2.5 2 3 12' T -Arm 3' Stand -Off 114.0 281 91.8 11.2 1.03 -.8 -.3 - 12 8' X 1' X 3" 114.0 80 1 5/8" 12 1.04 11.2 -2.4 3 3 12' T -Arm 3' Stand -Off 104.0 281 91.8 11.0 1.01 -.8 -.3 - 12 8' X 1' X 3" 104.0 80 1 5/8" 12 1.04 11.0 -2.3 4 3 12' T -Arm 3' Stand -Off 94.0 281 91.8 10.8 .99 -.8 -.2 - 12 8' X 1' X 3" 94.0 80 1 5/8" 12 1.04 10.8 -2.1 RESULTS WIND ICE --- FORCES,kips--- •--- MOMENTS,ft-kipps---: Fly Inter 4.8.2 X, ft Kzt psf in IShearX ShearY AxiaZI BendX BendY TorgZl ksi 129.00 1.00 7.49 .0 .00 -.1 .0 .0 .0 65.00 .000 124.00 1.00 7.43 .00 .00 .0 1.22 -3.6 -.4 .0 .0 65.00 .009 119.00 1.00 7.37 .00 .0 1.31 -3.7 -6.6 .0 .0 65.00 .037 114.00 1.00 7.30 .00 .0 2.50 -7.1 -13.4 .0 .0 65.00 .066 109.00 1.00 7.23 .00 .0 2.56 -7.3 -25.9 .0 .0 65.00 .104 104.00 1.00 7.16 .00 .0 3.72 -10.6 -39.0 .0 .0 65.00 .139 100.75 1.00 7.11 .00 .0 3.76 -10.9 -51.1 .0 .0 65.00 .165 97.75 1.00 7.07 .00 .0 3.81 -11.3 -62.3 .0 .0 65.00 .117 94.00 1.00 7.01 .00 .0 4.94 -14.6 -76.9 .0 .0 65.00 .134 89.00 1.00 6.93 .00 .0 5.00 -15.1 -101.6 .0 .0 65.00 .157 84.00 1.00 6.85 .00 .0 5.06 -15.5 -126.6 .0 .0 65.00 .176 79.00 1.00 6.76 .00 .0 5.12 -16.0 -151.8 .0 .0 65.00 .191 74.00 1.00 6.67 .00 .0 5.19 -16.4 -177.5 .0 .0 65.00 .203 69.00 1.00 6.58 .00 .0 5.25 -16.9 -203.4 .0 .0 65.00 .212 64.00 1.00 6.47 .00 .0 5.32 -17.4 -229.7 .0 .0 65.00 .220 59.00 1.00 6.37 .00 .0 5.38 -18.0 -256.3 .0 .0 65.00 .226 54.00 1.00 6.25 .00 .0 5.42 -18.3 -283.2 .0 .0 65.00 .231 53.25 1.00 6.23 .00 .0 5.46 -18.9 -287.3 .0 .0 65.00 .232 49.00 1.00 6.13 .00 .0 5.52 -19.8 -310.4 .0 .0 65.00 .244 44.00 1.00 5.99 .00 .0 5.59 -20.5 -338.1 .0 .0 65.00 .247 39.00 1.00 5.85 .00 .0 5.65 -21.1 -366.0 .0 .0 65.00 .249 34.00 1.00 5.68 .00 .0 5.72 -21.8 -394.3 .0 .0 65.00 .251 29.00 1.00 5.50 .00 .0 5.78 -22.4 -422.8 .0 .0 65.00 .252 24.00 1.00 5.29 .0 5.85 -23.1 -451.8 .0 .0 65.00 .252 19.00 1.00 5.05 .00 .0 5.91 -23.8 -481.0 .0 .0 65.00 .253 14.00 1.00 4.76 .00 .00 .0 5.98 -24.5 -510.6 .0 .0 65.00 .253 9.00 1.00 4.76 .0 6.05 -25.2 -540.4 .0 .0 65.00 .252 4.00 1.00 4.76 .00 .00 .0 6.12 -25.9 -570.8 .0 .0 65.00 .252 .00 1.00 4.76 .00 .0 6.16 -26.2 595.3 .0 .0 65.00 .251 DISPLACEMENTS ELEV I -----------DEFLECTION feet-------------I-----------ROTATION, degrees ------- IMicroW X, ft X Y Z XY-Result X Y Z XY-Result AlloW 129.00 .00 2.43 -.03 2.43< 1.89%> -1.96 .00 .00 1.96 Page C5 SABRE COMMUNICATIONS CORP JOB: 08-01104 20 -Mar -08 15:44 2101 Murray Street INSITE TOWERS Ph 712.258.6690 Sioux City, IA 51101 Mono #2 ID Fx 712.258.8250 SHAPE: 18 SIDED POLYGON with BOLTS: QUADRANT SPACED BOLTS LOCATE: POLE DATA �- FLAT -FLAT ORIENTATION 6.00 in. ON CENTER DIAMETER = 45.73 in. BASE AXIAL FORCE= -31.9 kips Vert PLATE _ .3125 in. ACTIONS SHEAR X = 17.5 kips Long TAPER = 2460 in/ft SHEAR Y = 17.5 kips Tran POLE Fy = 65.00 ksi X-AXIS MOM = 1703.9 ft -kips Tran ksi ALLOW STRESS Y -Axis MOM = 1703.9 ft -kips Long Fv L .80 x .40� = 32.00 ksi Z -Axis MOM = .0 ft -kips Vert DESIGN CASE = 1 3s Gusted Wind AREA FURNISHED = 3.25 in^2 0 ROOT AREA FURNISHED = 3.07 in^2 CASE SM44 ARY 4 Design: ANY Orientation Reactions at 45.00 deg to X-AXIS .191 BOLT LOADS Interaction .750 TIA-G A615 ::: ANCHOR BOLT DESIGN USED 12 Bolts on a 51.750 in. Bolt Circle SHIP 2.250 in. Diameter 67.13 in. Embedded (lbs) 12.00 in. Exposed 84.00 in. Total Length 1655 CONCRETE- Fc-- 4000 psi ------•- ••�-�r ■••--•-• ANCHOR BOLTS are STRAIGHT w\ UPLIFT NUT BASEPLATE r ■ AXIAL - COMPRESSION = 188.94 kips AXIAL - TENSION = 183.62 kips (kips)_ SHEAR = 2.91 kiQs AXIAL STRESS _FORCES- LC Axial ShearX = 58.14 ksi SHEAR STRESS in. = .95 ksi YIELD STRENGTH Fy = 75.00 ksi ULT. STRENGTH Fu = 100.00 ksi ALLOW STRESS Fa [ .80 x 1.00 80.00 ksi 32.25 SHEAR Fv L .80 x .40� = 32.00 ksi ksi TENSION AREA REQUIRED = 2.36 in^2 .90 TENSION AREA FURNISHED = 3.25 in^2 0 ROOT AREA FURNISHED = 3.07 in^2 Interaction .750 TIA-G A615 ::: ANCHOR BOLT DESIGN USED 12 Bolts on a 51.750 in. Bolt Circle SHIP 2.250 in. Diameter 67.13 in. Embedded (lbs) 12.00 in. Exposed 84.00 in. Total Length 1655 CONCRETE- Fc-- 4000 psi ------•- ••�-�r ■••--•-• ANCHOR BOLTS are STRAIGHT w\ UPLIFT NUT BASEPLATE r ■ .rr.r�r•r.� �r■rr�.�■��i [Bend Model: Flat- 17] (kips)_ BMIC PLATE USED YIELD STRENGTH = 60.0 ksi _Design _FORCES- LC Axial ShearX ShearY _MOMENTS- X-axis BEND LINE WIDTH = 25.4 in. ksi 2.50 in. -THICK SHIP PLATE MOMENT = THICKNESS REQD = 1365.1 2.441 in -k in. 1704 50.25 iri . SQUARE (lbs) BENDING STRESS = 51.5 ksi 2 32.25 in. CENTER HOLE 1040 ALLOWABLE STRESS = [Fy x 54.0 x 1.001 ksi 75.00 9.00 in. CORNER CLIP TIA-G .90 38.6 3.0 3.0 276 t 0 .133 _....... _...... _.. 9.14 LOAD CASE SM44 ARY 4 26.2 4.4 _.. .. Page C6 ABolt-Str Plate-Str (kips)_ (ft -k) Allow _Actual Allow _Design _FORCES- LC Axial ShearX ShearY _MOMENTS- X-axis Y-axis TorQ CSR ksi ksi ksi Code 1 31.9 17.5 17.5 1704 1704 0 .750 75.00 51.50 54.00 TIA-G 2 24.1 17.5 17.5 1677 1677 0 .736 75.00 50.51 54.00 TIA-G 3 38.6 3.0 3.0 276 276 0 .133 75.00 9.14 54.00 TIA-G 4 26.2 4.4 4.4 420 420 0 .191 75.00 13.14 54.00 TIA-G Page C6 i City of Meridian Planning and Zoning Department 660 East Water Tower Suite 202 Meridian, ID 83642 RE: Collocation Letter for ID042 Meridian Fence 702 West Franklin Meridian ID 83642 To Whom It May Concern: As the owner of the proposed facility (the "Facility"), we strongly believe in the utility and importance of the collocation services for the provision of wireless telecommunications. Insite Towers, LLC ("InSite") has relationships with most of the carriers currently licensed to provide cellular, PCS, wireless internet, and other services in Ada County, Idaho, and would certainly welcome their use of the Facility on terms mutually -acceptable to Insite and the carrier. Insite therefore agrees to response in a timely and comprehensive manner to requests for information from potential collocation applicants with respect to the Facility, and to negotiate in good faith for the shared use thereof by FCC licensed carriers. Sincerely, INSITE TOWERS, LLC David Weisman President 301 N. Fairfax Street Suite 101 Alexandria, VA 22314 Phone: 703-535-3009 Fax: 703-535-3051 www.Insitewireless.com WIRELESS APPLICATIONS, CORP® Connecting Wireless... OPINION LETTER January 28, 2008 Veronica Scozia InSite Wireless, LLC 301 N. Fairfax Street, Suite 101 Alexandria, VA 22314 RE: Meridian Fence, ID Airspace Analysis Latitude (NAD -83): 430 36' 22.82" N Longitude (NAD -83): 1161241 08.24" W Ground Elevation: 2603.0 ft AMSL Tower tip height: 105.0 ft AGL Overall height: 2708.0 ft AMSL Dear Ms. Scozia, Our airspace analysis results for Meridian Fence, ID site are as follows: 1. The proposed site is 5.474 nm ENE from the nearest public landing facility - Nampa Muni (S67). At an overall height of 2708.0 ft AMSL, it does not exceed FAR 77.13 (a) (1) or FAR 77.13 (a) (2) Notice Criteria for S67 airport. This airport has both Circling and Straight -In Instrument approach procedures. It does not exceed any glide slopes of S67 airport. Nampa Muni (S67) is an airport type landing facility and is associated with the city of Nampa, ID. 2. The proposed site does not exceed any of the instrument approach procedures of S67 airport. 3. The nearest private landing facility is Nampa Valley (ID58), which is a heliport type landing facility not eligible for study under FAR Part 77 sub -Part C. It is 5.549 nm East from the proposed site. 4. The proposed 105.0 ft AGL tower would not adversely affect low altitude en route airways and/ or VFR routes in the area. 5. There is an AM tower within 0.62 mi (1.0 km) for omni AM stations and 1.99 mi (3.2 km) for directional AM stations of the proposed site. The nearest AM tower is NEW, which is 1.73 mi (2780 meters) away bearing 210.01°. NEW AM is operating a directional type antenna pattern. FCC regulations require a "Proof of Performance" measurement study before and after construction. 6. Filing an FAA Form 7460-1 is not required for the proposed tower height of 105.0 ft AGL (2708.0 ft AMSL). The maximum allowable height for not filing an FAA Form 7460-1 is 199 ft. 7. Wireless Applications Corp. generally recommends filing an FAA Form 7460-1 for tower heights of 180 ft to 199 ft at this location. 8. The FAA time frame for the proposed 2708.0 ft AMSL overall height will be +30 days analysis. 9. Marking and lighting are not required for the proposed tower height of 105.0 ft AGL and it was not requested. 10. There is an FCC -registered 120 ft AGL (2730 ft AMSL) structure located 0.76 mi East of the proposed site. Its FAA number is 96-ANM-1119-OE and its ASR number is 1013948. T -Mobile West Corporation owns the structure. 11. The FAA Form 7460-1 for Meridian Fence, ID at 105.0 ft AGL was filed on January 28, 2008. 12. DOT Notification is required for the State of Idaho. It was filed on January 28, 2008. If you have any questions, please do not hesitate to call. Thank you. Jesus S. De Jesus 425-643-5000 (office) 425-649-5675 (fax) SiteSync GIS SSIR XWAC RF Services Site and Data In -Depth Location Analysis & Trouble Ticket Engineering, FCC/ FAA Analysis Software Presentational Analysis Executive Summaries Management Software Software & Services Wireless Applications Corp. 111- 108th Ave NE, #160 Bellevue, WA 98004 www.wirelessapplications.com Kathrein Scala's X -polarized adjustable electrical downtilt antennas offer the carrier the ability to tailor sites for optimum performance. Using variable downtilt, only a few models need be procured to accommodate the needs of widely varying conditions. Remotely controlled downtilt is available as a retrofitable option. • 0-100 electrical downtilt range. • DC Grounded metallic parts for impulse suppression. • No moving electrical connections. • Optional remote downtilt control. Specifications: Frequency range 2496-2690 MHz Gain 16 dBi Impedance 50 ohms VSWR < 1.5:1 Intermodulation (2x20w) IM3:< -150 dBc Polarization +45° and -45° Front -to -back ratio >27 dB typical Maximum input power 300 watts (at 50°C) H -plane beamwidth 87 degrees at midband (half power) E -plane beamwidth 7 degrees at midband (half power) Electrical downtilt continously adjustable 0-10 degrees Connector 7/16 DIN female Sidelobe suppression for first sidelobe above horizon 0° 4° 8* 10° 15 15 15 15 dB (typical) Null fill > -1 dBi to 12° below horizon (typical) (17 dB below 16 dBi main beam) Isolation >30 dB Weight 10 Ib (4.5 kg) Dimensions 42 x 6.1 x 2.7 inches (1067 x 155 x 69 mm) Equivalent flat plate area 2.5 ft2 (0.23 mz) Wind survival rating* 120 mph (200 kph) Shipping dimensions 48 x 6.8 x 3.6 inches (1220 x 172 x 92 mm) Shipping weight 13.6 Ib (6.2 kg) Mounting Fixed and tilt -mount options are available for 2 to 5.7 inch (50 to 145 mm) OD masts. See reverse for order information. * Mechanical design is based on environmental conditions as stipulated in EIA -222-F (June 1996) and/or ETS 300 019-1-4 which include the static mechanical load imposed on an antenna by wind at maximum velocity. See the Engineering Section of the catalog for further details. 84010057 870 X-pol Panel Antenna 2496-2690 MHz H -plane Horizontal pattern t45*- polarization 0* electrical downtilt E -plane Vertical pattern t45*- polarization 0° electrical downtilt H -plane Horizontal pattern t45*- polarization 5* electrical downtilt E -plane Vertical pattern t45*- polarization 5* electrical downtilt H -plane Horizontal pattern t45*- polarization 10° electrical downtilt E -plane Vertical pattern t45°- polarization 10* electrical downtilt Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779-6500 Fax: (541) 779-3991 Email: communications@kathrein.com Internet: www.kathrein-scala.com I 2 x 131 1847 Mounting Kit M 2 x 738 546 Mounting Kit Mounting Options: R 117,1111 737 978 Tilt Kit Model Description 2 x 131 1847 Mounting Kit for 2 to 5.7 inch (50 to 145 mm) OD mast. 2 x 738 546 Mounting Kit for 2 to 4.6 inch (50 to 115 mm) OD mast. 737 978 Tilt Kit for use with the 2 x 738 546 mounting kit 0-15 degrees downtilt angle. 84010057 870 X-pol Panel Antenna 2496-2690 MHz 2.5 inches �(64 mm) 45.3 inches (1151 mm) 44.1 inches (1120 mm) 42 inches (1067 mm) Order Information: rNme Model Description 840 10057 Antenna with 7/16 DIN connectors 2.7 Inches 6.1 inches (69 mm) (155 mm) All specifications are subject to change without notice. The latest specifications are available at www.kathrein-scala.com. Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779-6500 Fax: (541) 779-3991 Email: communications@kathroin.com Internet: www.kathrein-scala.com L1 O f^ DO Fti Oi ❑6 LO m O G] LA O7 II II II II II II I. -h-. h rc c E c E 1= m m m m m m J J J J J J d m m C- C- C- C- LC7 O r II n m N J m C- Rw i r. -RE-RECORDED TO ADD THE ADDRESS OF THE GRANTEE 43 17 i 0 0 AND CORRECL. LEGAL DESCRXnTICJN tmt aDA cOtJrl . ! b. FOR S1EWAgT 8'' THIS Potu�tPMEDCOUWMYOR J. DAVID Ml.: RRO RECORDER BY*;O"*O� STEWA.RT TITLE '93 MIR 9 PPI 39 1001183 REAP&APMOVEDBYGRAM•EE(SlI1 ! ll �_ A90V6 rtn9 IeNB FOR ttECORDINa DATA Order No.: 93038573 PW/PC WARRANTY DEED FOR VALUE RECEIVED WADE B. MYERS AND TERESA K. MYERS, (WHO ACQUIRED TITLE AS TERESA X. SIDENER),HUSBAND AND WIFE GRANTOR(S), does(do) hereby GRANT, BARGAIN, SELL and CONVEY unto LLOYD O. KENNEDY AND LORRAtNE K. KENNEDY,HUSBAND AND WIFE GRANTEE(S), whose current address is: 702 W. Franklin Road, meridian, ID 83642 the following described real property in ADA County, State of Idaho, more particularly described as follows, to wit: As set forth on the attached EXHIBIT "A•, which by this reference becomes a part hereof. 9347404 'A�- c'iU -i i f. ; D. F0Rs7EyyART'TiRi ' J. DAVID N.',+,',"n"":.;J ' RECORDER pY9'=� �r '93 JUN 17 PPI 3 18 TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said GrantaKs). and Grantee(s) hens and assigns forever. And the said Grantor(s) does(do) hereby covenant to and with the said Grantee(s), that Grantor(s) is/am the owner(s) in fee simple of said premises; that said premises are fine from all encumbrances, EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee(s); and subject to reservations, restrictions, dedications. tiions. easements, rights of way and agreements, (if any) of record, and general taxes and assessments, (including irrigation and utility assessments, if any) for the current year, which are not yet due and payable, and that Grantor(s) will warrant and defend the same from all lawful claims whatsoever. Dated: March 08, 08, 1993) % "-drGl g_ 799 E B. MYERS 67 STATE OF IDAHO COUNTY OF ADA } On this 8th day of ..March., in the year of 1993 , before n te, the undersigned, a Notary Public in and for said State, personally appeared, WADE B. MYBRS AND TERESA K. MYSRS, HUSBAND AND WIFE known or identified: t�rne tRbe end' versa acknowledged to me tltat•ii9AW1t]tV*Afub whose name(s) is1we subscribed to the within instrument, and same. signau��— Name; PATPY I. CHUPP taw w� Residing at: BOISE, -IDAHO ORDER NO. 93038573 PW/PC • , EXHIBIT RAN �ar2�J3UO1Ig A portion of the West half of the Southeast Quarter of Section 12, Township 3 North, Range 1 West, Boise -Meridian, Ada County, Idaho, more particularly described as follows: Commencing at a point being the quarter section corner common to Sections 12 and 13, Township 3 North, Range 1 West, Boise -Meridian; thence North 0 degrees 06'East 25 feet to a point; thence East, parallel with the South boundary of said Section 12, 357.2 feet to a point marked with an iron pin (see Deed recorded in Book 304, Page 152, Official Records of Ada County, Idaho) said point being THE REAL POINT OF BEGINNING; thence North 0 degrees 06' East 602.21 feet to a point; thence East 235.80 feet to a point; thence South 0 degrees 06' West 328.29 feet to a point; thence West 185.8 feet to a point; thence South 0 degrees 06' West 273.92 feet to a point; thence West 50.0 feet to a point, said point being THE REAL POINT OF BEGINNING. 0 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) �j (name) (address) an'x_g 1-7 (city) (state) being first duly sworn upon, oath, depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: --AJAX k /Owe 2s,44e— C_o4a � Aa4 �; �8�9-P OC (name) (address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day of d44 i 20 OV (Signature) SUBSCRIBED AND SWORN to before me the day and year fust above written. ,��...un•,,�N (Notary Public for Idaho) �.•• t D. Wlt •y ..•'""••.S6 Residing at: &7S -c XP TA* It My Commission Expires: JP •�� TF OF t�A•'�� ER,IDIAN�- - IDAHO FORM PW 100 DATE: 1/24/2008 The following address has been verified by The City of Meridian Public Works Department as valid for the project listed below. Project Name: Insite Towers, LLC Wireless Communications Tower Address: 702 W. Franklin Rd. Suite #: Zip Code: 83642 Lot/ Block/ Subdivision: Notes: Located on property of Meridian Fence Company EACH SET OF PLANS WILL BE REQUIRED TO CLEARLY REFLECT THE CORRECT ADDRESS AND SUITE NUMBER (IF APPLICABLE). Lynsey Todd Department Specialist Public Works 898-5500 toddl@meridiancity.org Mayor Tammy de Weerd City Council Members: Keith Bird Joe Borton Charles Rountree David Zaremba 0 N 513 Rl ~ c n 3�O qy� o. 221 IbA 9s3 b 259 292 w. °°v' 033 .o Al 306 , 3s1 ��b 328 co Li "368co 3b0 39j 392 386 / 425 0 N 513 Rl ROAD MAP (Arrow Pointing To Site) Directions to Site(From Airport Page 1 of 1 702 W. Franklin Road THIS MAP NOT INTENDED FOR NAVIGATIONAL USE htty://208.186.142.152/imf/imfPrintMaD.isD%*tle=702%20W.%2OFranklin%20Road 11/14/2007 m K 11TH Fti_ SCALA DIVISION Kathrein Scala's X -polarized adjustable electrical downtilt antennas offer the carrier the ability to tailor sites for optimum performance. Using variable downtilt, only a few models need be procured to accommodate the needs of widely varying conditions. Remotely controlled downtilt is available as a retrofitable option. • 0-100 electrical downtilt range. • DC Grounded metallic parts for impulse suppression. • No moving electrical connections. • Optional remote downtilt control. Specifications: Frequency range 2496-2690 MHz Gain 16 dBi VSWR <1.5:1 Intermodulation (2x20w) IM3:< -150 dBc Polarization +45" and -45" Front -to -back ratio >27 dB typical Maximum input power 300 watts (at 50`C) H -plane beamwidth 87 degrees at midband (half power) E -plane beamwidth 7 degrees at midband (half power) Electrical downtilt continously adjustable 0-10 degrees - Connector 7/16 DIN female Sidelobe suppression for 0° 4° 8° 10° first sidelobe above horizon 15 15 15 15 dB (typical) Null fill > -1 dBi to 12° below horizon (typical) (17 dB below 16 dBi main beam) Isolation >30 dB Weight 101b (4.5 kg) Dimensions 42 x 6.1 x 2.7 inches (1067 x 155 x 69 mm) Equivalent flat plate area 2.5 IF (0.23 m') Wind survival rating' 120 mph (200 kph) Shipping dimensions 48 x 6.8 x 3.6 inches (1220 x 172 x 92 mm) Shipping weight 13.6 lb (6.2 kg) Mounting Fixed and lilt -mount options are available for 2 to 5.7 inch (50 to 145 mm) OD masts. See reverse for order information. * Mechanical design is based on environmental conditions as stipulated in EIA -222-F (June 1996) and/or ETS 300 019-1-4 which include the static mechanical load imposed on an antenna by wind at maximum velocity. See the Engineering Section of the catalog for further details. -: �; lad �► r• 84010057 870 X-pol Panel Antenna 2496-2690 MHz H -plane Horizontal pattern x45°- polarization 0° electrical downtilt E -plane Vertical pattern x45°- polarization - 0° electrical downtilt H -plane Horizontal pattern x45°- polarization 5° electrical downtilt E -plane Vertical pattern t45°- polarization 5" electrical downtilt H -plane Horizontal pattern x45°- polarization 10° electrical downtilt E -plane Vertical pattern x45°- polarization 10° electrical downtilt Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779-6500 Fax: (541) 779-3991 Email:communications@kathrein.com Internet: www.kathrein-scala.com C' KITH -) SCALA DIVISION Mounting Options: Model Description 2 x 131 1847 Mounting Kit for 2 to 5.7 inch (50 to 145 mm) OD mast. 2 x 738 546 Mounting Kit for 2 to 4.6 inch (50 to 115 mm) OD mast. 737 978 Tilt Kit for use with the 2 x 736 546 mounting kit 0-15 degrees downtilt angle. Order Information: Model Description 840 10057 Antenna with 7/16 DIN connectors 84010057 870 X-pol Panel Antenna 2496-2690 MHz 2.5 inches (64 mm) 44.1 (1121 42 inches (1067 mm) I— 2.7inches (69 mm) 6.1 inches (155 mm) 45.3 inches (1151 mm) mm) All specifications are subject to change without notice. The latest specifications are available at www.kathrein-scala.com. Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779-6500 Fax: (541) 779-3991 Email:communications@kathroin.com Internet: www.kathrein-scala.com POLE SPECIFlCAMINS POLE HEIGHT 128.00 FEET TAPER .2460 IN/FT POLE SHAPE 16 SIDED POLYGON (3) 12' T -Arm 3' Stand -OH CRIENTATION FLAT -FLAT 6912 ACCESS* 6008VOY DESCRIPTION Elev Leu Dl R. Future APPURTENANCE ANTENNA 1 3 12600 12 T- 7 Stontl-ON - 2 124.00 B' % 1' % !' 2 3 114.011 F 12' T-Artn 3 Slmd-ON [aVUTAm 3' Stand -011 2 114.00 IF 6' % 1' % 3' 6x12 ACCESS OBgIBq'300 3 3 104.00 F 12 T -Arm 3' Stand -OH 2 104.00 F 6' % 1' % 3' 4 7 94.00 F I T -Mn 3 Simd-OH 2 94.GO F B' % 1' x S (3) 12' T -Mn 3' Stand -Off Load Coe° LYnd OLFt Rad Fallon Wind DESCRIPTION m h Val Im Gusl Cf s 6x12ACCESS06011111300' 1 3e Gusted Pond 90.0 1.20 1.10 .65 34.7 2) 3e Gueled Pond 0.9 90.0 .90 1.10 .65 34.7 3) 39 Ousted Wndbke 40.0 1.20 .25 1.10 1.20 4.3 4 S&-Aca Loads 60.0 1.00 1.10 .65 8.6 Ree. Base React 019P OT (3) 12' T -Arm 3' Stand -Off to Case dal Shea Man OE Sw°i Y Stand-Off 6081173017 DES TION k s k s ft -N R de 1 3e Gusted Wind 31.8 24. 2410 9.9 7.94 2) 3a Ousted Wind 0.9 261 24.7 2371 9.7 7.75 3) 3e Gusted M1ndddee 38.6 62 391 1.6 1.25 4 SWvke Leads 26.2 6.2 595 2.4 1.96 LENOTI4 Fla[ -Flat THICK HEIGHT STEEL See H T64 BOTO N fees,SPEC FINISH 1 31.25 15.00 22.69 .10, 1400 A572-65 Gdv 2 51.75 21.57 34.31 .3125 5200 A572 -B5 Galy J 5325-3 45.73 .3125 8600 A572-55 Gdv ABa1� TOTAL 15400 Duster Bd 0 Holae AB 64.00 2.25 2.825 1700 A615-75 GaEu-IB" 1) FULL HEIGHT STEP BOLTS 2) ANTENNA FEED LINES RUN INSIDE POLE 3) THE MONOPOLE WAS DESIGNED IN ACCORDANCE WTTI1 ANSI/TIA-222-G, STRUCTURE CLASS II, E%POSURE CATEGORY C. TOPOGRAPHIC CATEGORY 1. �ti�Cr,,76Pag0 , 10925 ACCESS 0368180' 50.25" Sq, BASE 2.50" Thick - 12 Bd[92.25 "0 12.00" Bolt Proketlon 51.75" Bolt Circle 0. MAR 2 4 2000 TOWERS Mono #2, ID 130.00 MONOPOLE 1104 01"' 2oMaroe A I 08 -01104 -PE A 24-0 $� o � 114'-0 N ,I 04-0 q n nt S nt2 � N c i I& 3� 7� 0 A ne POLE SPECIFlCAMINS POLE HEIGHT 128.00 FEET TAPER .2460 IN/FT POLE SHAPE 16 SIDED POLYGON (3) 12' T -Arm 3' Stand -OH CRIENTATION FLAT -FLAT 6912 ACCESS* 6008VOY DESCRIPTION Elev Leu Dl R. Future APPURTENANCE ANTENNA 1 3 12600 12 T- 7 Stontl-ON - 2 124.00 B' % 1' % !' 2 3 114.011 F 12' T-Artn 3 Slmd-ON [aVUTAm 3' Stand -011 2 114.00 IF 6' % 1' % 3' 6x12 ACCESS OBgIBq'300 3 3 104.00 F 12 T -Arm 3' Stand -OH 2 104.00 F 6' % 1' % 3' 4 7 94.00 F I T -Mn 3 Simd-OH 2 94.GO F B' % 1' x S (3) 12' T -Mn 3' Stand -Off Load Coe° LYnd OLFt Rad Fallon Wind DESCRIPTION m h Val Im Gusl Cf s 6x12ACCESS06011111300' 1 3e Gusted Pond 90.0 1.20 1.10 .65 34.7 2) 3e Gueled Pond 0.9 90.0 .90 1.10 .65 34.7 3) 39 Ousted Wndbke 40.0 1.20 .25 1.10 1.20 4.3 4 S&-Aca Loads 60.0 1.00 1.10 .65 8.6 Ree. Base React 019P OT (3) 12' T -Arm 3' Stand -Off to Case dal Shea Man OE Sw°i Y Stand-Off 6081173017 DES TION k s k s ft -N R de 1 3e Gusted Wind 31.8 24. 2410 9.9 7.94 2) 3a Ousted Wind 0.9 261 24.7 2371 9.7 7.75 3) 3e Gusted M1ndddee 38.6 62 391 1.6 1.25 4 SWvke Leads 26.2 6.2 595 2.4 1.96 LENOTI4 Fla[ -Flat THICK HEIGHT STEEL See H T64 BOTO N fees,SPEC FINISH 1 31.25 15.00 22.69 .10, 1400 A572-65 Gdv 2 51.75 21.57 34.31 .3125 5200 A572 -B5 Galy J 5325-3 45.73 .3125 8600 A572-55 Gdv ABa1� TOTAL 15400 Duster Bd 0 Holae AB 64.00 2.25 2.825 1700 A615-75 GaEu-IB" 1) FULL HEIGHT STEP BOLTS 2) ANTENNA FEED LINES RUN INSIDE POLE 3) THE MONOPOLE WAS DESIGNED IN ACCORDANCE WTTI1 ANSI/TIA-222-G, STRUCTURE CLASS II, E%POSURE CATEGORY C. TOPOGRAPHIC CATEGORY 1. �ti�Cr,,76Pag0 , 10925 ACCESS 0368180' 50.25" Sq, BASE 2.50" Thick - 12 Bd[92.25 "0 12.00" Bolt Proketlon 51.75" Bolt Circle 0. MAR 2 4 2000 TOWERS Mono #2, ID 130.00 MONOPOLE 1104 01"' 2oMaroe A I 08 -01104 -PE A Planning Department ALTERNATIVE COMPLIANCE ■ Application Checklist Project name: �N t Tr[ �}t� `� 11 ATI T File #• APplicanVagent: IJ (-/.� 1/ d N V! -, All applications are required to contain one copy of the following unless otherwise noted: Applicant Description- - Staff Completed &siob mRw (lfalso submittinga concurrent applicationfor apreliminaryplat or conditional use permit, the Alternative Compliance request will be processed alongwith that application. Therefore, anAdminislranve Review application is notnecessary in this case; just check the Ahernglive Compliance has on Commission & Council Review A lication and submit the in ormatton below. Narrative fully describing the proposed request including the following: ➢ The specific requirements that are proposed to be modified - ➢ Address the reason why strict adherence or application of the requirements are not feasible ➢ Demonstrate how the proposed alternative means for compliance with the specific - requirements provides an equal or superior means of meeting the intent and purpose of the regulation Any supporting documentation or plans Fee THIS APPLICA TION SHALL NOT BE CONSIDERED COMPLETE UNTIL STAFF HAS RECEIVED ALL REQUIRED INFORMATION. 660 E. Watertower Lane, Suite 202 . Meridian, Idaho 83642 Phone: (208) 884-5533 . Facsimile: (208) 888.6854 • Website: www.mpri*#Pcity,org (Rev. 9121106) CzL,) Fr�^ ridicrn t� roan- b� ' 4 Planning Department CERTIFICATE OF ZONING COMPLIANCE Application Checklist Project name: I ne;f f tj � IW�G dA�OUtI.�Ph vile#m APPlicant/agent: j ✓19i t -e 7aW e — LL,G — Tor�t�_j s wh/ All applications are required to contain one copy of the following unless otherwise noted: Applicant Staff ,� Descr•Iptr�on Cominleted & signed Administrative Review Application Narrative fully describing the proposed use of the property, including the following: '- `•? ➢ Information on any previous approvals or requirements for the requested use i.e., s licable conditions of a royal or Develo ment Agreement) Recorded warranty deed for the subject property°< Affidavit of Legal Interest signed & notarized by the property owner (If ovmer is a corponatiori, submit a co y of the Articles of Inco om[ion or other evidence to show that the arson signing ism authorized agent) Scaled vicinity man show:- the location -file subject property,v' SanitaryService Company approval for trash enclosure & access drive (stamped site plan) A photometric test report for any light fixture(s) with a maximum output of 1,800 lumens'-- i or more see UDC 11 -3A -I1 Conv of the recorded plaatthat the I N74' Address verification letter from Public Works See Tricia Bieren 898-5500 Site Plan -4 copies (folded to 8 yz" x I1" size), The following items must be shown on the siteplan: • Date, scale, north arrow, and project name (scale not less than l"=50') - • Names, addresses, and telephone numbers of the developer and the person and/or firm preparing the plan • Parking stalls and drive aisles • Trash enclosure(s) location • Detail of trash enclosure (must be screened on 3 sides) • Location and specifications for underground irrigation (Pressurized irrigation can only be waived if you prove no water rights exist to subject property) • Sidewalks or pathways (proposed and existing) • Location of proposed building on lot (include dimensions to property lines) • Fencing (proposed and existing) • Calculations table including the following: _ ➢ Number of parking stalls required & provided (specify handicap & compact stalls) ➢ Building size (sq. ft.) ➢ Lot Size (sq. ft.) ➢ Setbacks ➢ Zoning district < ' • Reduction of the site plan 8 %:" x 11" Landscape plan — 3 copies (folded to 8 %:" x 11" size) ;' Plan must have a scale no smaller than I " = 50'(1 " — 20' is preferred) and be on a standard t drawing sheet, not to exceed 36"x 48" (24"x 36" is preferred). A plan which cannot be drawn in its entirety on a single sheet must be drawn with appropriate match lines on two or more sheets. The following items must be included on the landscapeplan: • Date, scale, north arrow, and project name • Names, addresses, and telephone numbers of the developer and the person and/or firm preparing the plan 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 9 Facsimile: (208) 888-6854 • Website: www.meridiancity.org ow t41.�pa'y�{�Fd ACHD Acce tance: Applicant shall be responsible for meeting the requirements ofACHD as they pertain to this application. All impact fees, if any, shall be paidprior to the issuance of buildingpermit. If any changes must be made to the site plan to accommodate the ACHD requirements, a new site plan shall be submitted to the City of Meridian Planning & Zoning Departmentfor approval prior to the issuance ofa buildingpermit. Your building permit will not be issued until ACHD has approvedyourplans and all associatedfees have been paid THIS A PPLICA TION SHALL NOT BE CONSIDERED COMPLETE UNTIL STAFF HAS RECEIVED ALL REQUIRED INFORMATION 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org (Rev. 9121106) • Existing natural features such as canals, creeks, drains, ponds, wetlands, - - flood lain, high groundwater areas, and rock outcroppings. • Location, size, and species of all existing trees on site with trunks 4 inches or greater in diameter, measured 6 inches above the ground. Indicate whether the tree will be retained or removed. • A statement of how existing healthy trees proposed to be retained will be rotected from damage during construction • Existing structures, planting areas, light poles, power poles, walls, fences, berms, parking and loading areas, vehicular drives, trash areas, sidewalks, pathways stormwater detention areas, signs, street furniture, and other man-made elements - • Existing and proposed contours for all areas steeper than 20% slope. Berms shall be shown with one -foot contours. • Sight Trian les as defined in 11-3A-5 of this ordinance. • Location and labels for all proposed plants, including trees, shrubs, and groundcovers (trees must not be planted in City water or sewer easements). Scale shown for plant materials shall reflect approximate mature size • A plant list that shows the plant symbol, quantity, botanical name, common name minimum planting size and container, tree class (I, II, or III), and comments (for spacing, staking, and installation as appropriate). • Planting and installation details as necessary to ensure conformance with all _ required standards. • Design drawing(s) of all fencing proposed for screening u oses • Calculations of project components to demonstrate compliance with the requirements of this ordinance, including: ➢ Number of street trees and lineal feet of street frontage ➢ Width of street buffers (exclusive of right-of-way) ➢ Width of parking lot perimeter landscape strip ➢ Buffer width between different land uses (if applicable) ➢ Number of parking stalls and percent of parking area with internal landscaping ➢ Total number of trees and tree species mix ➢ Mitigation for removal of existing trees, including number of caliper inches being removed Reduction of the landscape plan 8 Yz" x 11" Rl j', , •: Building elevations showing construction materials ? » 4 If applying for approval of a public school, provide additional information as required by the Public School Facility supplemental checklist per 67-6519.1 Fee If this project had prior approval on a site plan, reduced fees may apply) ACHD Acce tance: Applicant shall be responsible for meeting the requirements ofACHD as they pertain to this application. All impact fees, if any, shall be paidprior to the issuance of buildingpermit. If any changes must be made to the site plan to accommodate the ACHD requirements, a new site plan shall be submitted to the City of Meridian Planning & Zoning Departmentfor approval prior to the issuance ofa buildingpermit. Your building permit will not be issued until ACHD has approvedyourplans and all associatedfees have been paid THIS A PPLICA TION SHALL NOT BE CONSIDERED COMPLETE UNTIL STAFF HAS RECEIVED ALL REQUIRED INFORMATION 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org (Rev. 9121106) STATE OF IDAHO ) COUNTY OF ADA ) I, AFFIDAVIT OF LEGAL INTEREST (name) (address) (city) (state) being first duly sworn upon, oath, depose and say: That I am the record owner of the property described on the attached, and I grant my permission to: (name) (address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. (Notary Public for Idaho) Residing My Commission Expires: 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org (Rev. 9/21/06) UNION PAS... IC RXR � i 936 724 690 240 I -L ST 'I 212 649 739 420 184 124 702 rn 850 725 84 658 0 0 44 0 N n 1P qg9 21 20 _ 948 875 41 �J o^ 71 97 r 513 Rl 101 121 123 a 112 145 - 153 140 / 171 760 a IV „N "2, 1 n 231 tibA 251 O 292271 N 291 ^ ^ o m bgb 306 _ 313 333 343 v 63,2 328 _ 360 .Po .moo w 373 386 i e b ry 393 u in it (Arrow Pointing To Site) Directions to Site LFrpm Air ort : r 702 W. Franklin Road THIS MAP NOT INTENDED FOR NAVIGATIONAL USE Page I of 1 htG1//2.0R_JR6 149 1 .. 1..,,....._