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Application
EIDIANC-- IDAHO TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN Mayor Tammy de Weerd City Council Members: Keith Bird Brad Hoaglun Charles Rountree David Zaremba To ensure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: July 8, 2010 Transmittal Date: June 23, 2010 File No.: CUP 10-003 Hearing Date: July 15, 2010 Request: Public Hearing- Conditional Use Permit approval of an 80 foot tall wireless communication (internet) facility in an L -O zoning district for Clearwire Meridian Charter High School By: Clearwire US, LLC Location of Property or Project: 1855 E. Leigh Field Drive Joe Marshall (No FP) Scott Freeman (No FP) Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Tom O'Brien (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Brad Hoaglun, C/C Keith Bird, C/C David Zaremba C/C Sanitary Services (No VAR, VAC, FP) Building Department / Rick Jackson Fire Department Police Department City Attorney City Public Works/Scott Steckline City Planner Parks Department Economic Dev. (CUP only) Your Concise Remarks: Meridian School District (No FP) Meridian Post Office (FP/PP/SHP only) Ada County Highway District Ada County Development Services Central District Health COMPASS (Comp Plan only) Nampa Meridian Irrig. District Settlers Irrig. District Idaho Power Co. (FP,PP,CUP/SHP only) Qwest (FP/PP/SHP only) Intermountain Gas (FP/PP/SHP only) Idaho Transportation Dept. (No FP) Ada County Ass. Land Records Downtown Projects: Meridian Development Corp. Historical Preservation Comm. South of RR / SW Meridian: NW Pipeline New York Irrigation District Boise-Kuna Irrigation District City Clerk's Office • 33 E. Idaho Avenue, Meridian, ID 83642 Phone 208-888-4433 *Fax 208-888-4218 • www.meridiancity.org 0 ID- f3010/0q 0 C��fERJDIAN%_ Planning Department 1 v A H o COMMISSION & COUNCIL REVIEW APPLICATION Type of Review Requested (check all that apply) ❑ Alternative Compliance ❑ Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment STAFF USE ONLY: El Conditional Use Permit ❑ Conditional Use Permit Modification File number(s): CUP' 1 O - pp3 ❑ Design Review ❑ Final Plat Project name: C l ❑ Final Plat Modification ta ✓ wird N12ri d u n Char ❑ Planned Unit Development Date filed: L,`I(-- "Date complete: ❑ Preliminary Plat [I Private Street Assigned Planner: �-ya wa++ers ❑ Rezone Related files: ❑ Short plat ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment Hearing date: -1 ' 15 -10 Ltommission 0 Council ❑ Vacation (Council) ❑ Variance ❑ Other Applicant Information Applicant name: Clearwire US LLC Phone: 2083443594 Applicant address: 104 North Milwaukee Street Boise, ID Zip: 83704 Applicant's interest in property: ❑ Own EIRent ❑ Optioned ❑ Other Owner name: Joint School District No. 2 Phone: 208-350-5217 Owner address: 2301 E. Lanark St Zip: 83642 Agent name (e.g., architect, engineer, developer, representative): Jason Evans Firm name: EICI Phone: Address: 104 North Milwaukee Street Boise, ID Zip: 83704 Primary contact is: ❑ Applicant ❑ Owner ❑✓ Agent ❑ Other Contact name: E-mail: Subject Property Information Location/street address: 1855 E LEIGH FIELD DR MERIDIAN ID Assessor's parcel number(s): R2122110200 Township, range, section: 4NIE32 Total acreage: 25 Current land use: School Current zoning district: L -O Phone: Fax: 33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 1 • CJ Project Description Project/subdivision name: Clearwire - ID-BOI0104 General description of proposed project/request: Replacement of an existing light pole with a new 80' wireless internet facility. Proposed zoning district(s): LL=O Acres of each zone proposed: .01 Type of use proposed (check all that apply): ❑ Residential ❑ Commercial ❑ Office ❑ Industrial El Other Amenities provided with this development (if applicable): Intement Who will own & maintain the pressurized irrigation system in this development? Meridian School District Which irrigation district does this property lie within? Primary irrigation source: Secondary: Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): Residential Project Summary (if applicable) N/A 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) 14 Number of building lots: I Other lots: Gross floor area proposed: Existing (if applicable): Hours of operation (days and hours): Building height: Percentage of site/project devoted to the following: Landscaping: Building: Paving: Total number of employees: Maximum number of employees at any one time: Number and ages of students/children (if applicable): Seating capacity: Total number of parking spaces provided: Number of compact spaces provided: Authorization Print applicant name: Applicant signature: Date: b" 2 :7, 2 o I U 33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 June 16, 2010 Meridian Planning Department 33 East Broadway Avenue, Suite 210 Meridian, ID 83642 Site Description The proposed Clearwire facility will be located on property used as a High School. The area is flat with some deciduous trees that may cause interference with coverage. The Meridian Charter High School is the only property within the search area that would meet setback needs as well as allow for the tower site to be located in a convenient area for the property owner. Due to the primarily residential development around the site, Clearwire chose the site location as it is central to the coverage issue. There were no other property options to the Northwest that would be able to meet zoning criteria for either a new wireless telecommunications facility or a co -location. The commercial properties on Locust Grove would not meet the setback requirements for either a light pole replacement, or a new tower site. The Meridian Charter High School property will allow Clearwire to solve coverage problems and hopefully alleviate any future problems within this area. The proposed tower will allow space for an additional user on the tower. The stealthing of the tower does limit the amount of equipment that Clearwire will be able to place inside the canister at the top of the tower. Due to equipment restraints, future equipment will be limited. Future carriers may also be limited in their design. Clearwire US LLC 104 N. Milwaukee Road Boise, ID 83704 (208) 866-7725 - Office (208) 441-5836 - Fax • CLEAR June 16, 2010 Meridian Planning Department 33 East Broadway Avenue, Suite 210 Meridian, ID 83642 RE: Conditional Use Permit Proposed Wireless Internet Facility 1855 East Leigh Field Drive - Meridian Charter High School As a community company, Clearwire is serious about serving the growing demands of the Meridian area. For this very reason ClearWire US LLC is requesting a Conditional Use Permit for a new wireless internet location that will be built on property owned by the Meridian School District. An existing light pole will be replaced and a new stealthed tower will be erected in its place. Clearwire's radio engineers have identified capacity issues in the area due numerous customers use of the system. Propagation Maps showing the poor coverage have been submitted along with this application. Existing Clearwire sites do not properly cover this area. Currently ClearWire does not have adequate coverage in the area to support its customers growing needs and demands. Clearwire's radio engineers have selected this proposed location to better support its customer's needs. ClearWire strives to have seamless coverage throughout its network, and this area is not seamless. The site was selected because of its central location to this area of the capacity issue and has the best potential of resolving problems in the area. ClearWire is receiving an increasing number of complaints from their customers and feel it is time to address this coverage issue. Continuous coverage at the highest quality of speed is of major importance for Clearwire's business model. Clearwire is proposing this facility as a new facility as there are no existing structures within the search area. The closest existing wireless telecommunications facility is located behind the Fred Meyers on Locust Grove and Cherry Lane. Clearwire is currently serving on this Clearwire US LLC 104 N. Mitwaukee Road Boise, ID 83704 (208) 866-7725 - Office (208) 441-5836 - Fax CLEAR tower, and has expanded the site as much as possible. The existing tower is structurally at its capacity and no expansion can be done on this existing site. Clearwire strives to co -locate on as many existing structures as possible, but in this case this is not applicable as there are no existing structures within the search area. The equipment will be placed on the ground adjacent to the light pole and will be fenced off from access to the public. To summarize this application, ClearWire is requesting the City of Meridian Planning and Development Services to issue a Conditional Use Permit for the installation of a new Wireless Internet Facility as a replacement of an existing light pole located at the Meridian Charter High School located at 1855 East Leigh Field Drive. Thank you for your consideration of this proposal and I hope that the foregoing and enclosures are adequate to provide an evaluation of our proposed project. Should you have any questions or clarification of documentation, please do not hesitate to contact me. I would be happy to provide you with any further assistance. Sincerely, J"" 5.CVA41 Jason S. Evans Project Manager Clearwire US LLC 104 N. Milwaukee Road Boise, ID 83704 (208) 866-7725 - Office (208) 441-5836 - Fax i� City' of Meridian Pre -application Meeting Notes Date: N- Project/Subdivision Name: Applicant/Contact: A a so ,,, �s _ City staff. 6,'11. Sad Location:_SS E Ze,d .s/. Existing Zoning: Z- - o Contiguous and Within AOI (AZ only): V,4_ Proposed Zoning: Number of Units and/or Lots: NA Property Size: Dwelling Type (if residential): ,dA - Surrounding Uses: Comprehensive Plan Designation(s): Street Buffers and/or Land Use Buffers: iV A - Open Space/Amenities/Pathways: A Street System/Stub Streets/Access: IVA Sewer and Water Service: Wg , t r /;,t it Topography/Hydrology/Floodplain Issues: Canals/Ditches/Irrigation and/or Hazards: /VA History: _h2-07-02/; PP -67-b2 S-. Additional Meeting Notes: w !Lee c , r, . u ,fie s+ a -,.•fir r/1 ! ,..,.� ,�, USC' �/- 3 - `/ 3 J i ; 4s-( (am., w•,'Ca. i4, f'Ccri 1, ke 4 rt u4 ti�ir a �`2a .br. Other Agencies/Departments to Contact -(circle): Ada County Highway District Nampa and Meridian Irrigation Parks Department 6c of Idaho Transportation Department Settlers Irrigation co De artmen S• G�Gjr ^= Sanitary Services Corporation Fire Department Building Department , y�Il Central District Health Police Department Other: Applications Required (circle all that a `1 Accessory Use eSi r 73. oa temative Compliance W1 17 3. o® Final Plat Modification Annexation Misc. ;(DA Modification) Certificate of Zoning Compliance Planned Unit Development Comp Plan Map Amendment Preliminary Plat Comp Plan Text Amendment Private, Street Qt_o dxn ion t1349.66 Rezone Short Plat Time Extension UDC Text Amendment Vacation Variance Other: Additional Pre -Application Conference (circle one): Required Anticipated Submission Date: Anticipated Hearing Date: u of Req ired NOTES: 1) Applicants are required to. hold a neighborhood meeting, in accordance with UDC 11 -5A -5C, prior to submittal of an application requiring a public hearing (except vacation and short plat). Z) Except for UDC Text Amendments, Comprehensive Plan Text Amendments, Comprehensive Plan Map Amendment initiated by the City, Short Plat, and Vacation applications, aTother applications requiring a public hearing shall be posted in accordance with UDq 11-5A-5 D. 3) The information provided during this meeting is based on current City Code and Comprehensive.Plan. Any subsequent changes to City Code and/or the Comprehensive Plan may affect your submittal and/or application. This pre -application m eeting shall be valid for 4 months. May 9, 2010 Notice of Neighborhood Meeting Project: ID-BOI0104 — Meridian Charter School Proposed Wireless Internet Facility 3800 North Locust Grove Road Dear Resident: Clearwire US LLC is in the process of negotiating with the Meridian School District to place its wireless internet equipment on the above referenced property. This new facility will be designed with aesthetics in mind and we be designed to look like a light pole. Pursuant to the wireless telecommunications facility ordinance by the City of Meridian Development Services and Planning Department, a neighborhood meeting is required to discuss this proposal. This letter is notification of an opportunity for the residents of the neighborhood to review and discuss the project with Clearwire. This is not a public meeting; public officials will not be present. Tuesday, May 18th 6:00 PM — 6:30 PM Boise First Community Center 3852 North Eagle Road This meeting is an opportunity for the neighborhood to meet and discuss the proposal as requested by the City of Meridian. If you have any questions or comments, or are unable to attend this meeting please contact me at your convenience to discuss this project. Regards, J A40, Jason Evans Site Development Team Clearwire PO Box 191114 Boise, ID 83719 (208) 866-7725 — Office (208) 441-5836 — Fax G�4�ro -n S -�j",Im0 xzrz Z7 a� 0n n n nnw o� tz ww--3 8�� � —1 x rrt7mrz Gip d H � z���m HC7c�r x zaO yyyx d C� dtlto< in� ��m x m p H � :��rR � Ra ��n �� C7r n xpx y yy'�r�> pro m� Om rZn R' ax �Zp> m r z F� zz Ra r" m= 3 r..��, eke �n O OH n� tb c7 td � C d r r H r C)n y p d r g a o r y 0 og o z d Y< H ro d r a x con a ro r x C � c z m rm- r O O V U �� U 00 00 N t0 00 00 w W \O 0\ 00 w V J J N 00 w tN Ot \o 00 00 tD U r+ w AW a v N G, O --J JO t0 U A N N 00 CD w O mm U z z m m m mm m A= m m U m U z w mm U O00 z m as m O m O m O m" O A m U m A m O z m ro > CA a�ro ["zr�v con�ro tnv U') Ln v v) ��vi ro[r r m m mm m m mmrOn�m mtTlm a rrro-� y as a a as ra a aaa�a a m O O N O O O Y m Cl d d m b d d m d m m d d m b m d- m d 7 m N d ti7 C7 C7to C7 d 5J e C7 E5 -E5 a_ 00 w rn 00 00 w rn A 00 w rn A 00 w "1 A 00 w A 00 w A 00 w A 4' "'3 00 w A 00 w A 00 w a A 00 w T A 00 w T A 00 w rn A = w a A 00 w a A 00 w m A 00 w a A 00 w m A 00 w O� A 00 w A 00 w a A w w s A w 6 o = w rn A 00 w rn'Z A 00 w A 00 w A c O O O O� in in 7 T T T Cl T T C T T T T O O O Cl c.n U 00 U U N O O O O O O O O O U U 00 v U U 00 U 00 cit U 00 tp t0 to U 00 to U N cit t0 N tip U 00 U U 00 O O O c� U 00 cn U 00 tin U 00 U U 00 U U 00 U U 00 U U N to U Go U U O 00 t0 O O O U A 00 J J 00 O A C� v O v 00 J 01 a, 00 t0 Qt — O O O FI Z i cr CD _0 0 maim CCOO �o maw c�oOO z zmm r" N N no m r a �� n x m M -3n O a O d� GG�� � m � rrn ny C m m Z O r o d Ln d aro LOD z d t mW H t7 n m O r r" O �� o r d n a o - �~,� m m x ztri a � � x rn m 0 n :n v' ro txrl m oro O z O a n O r b O� C7 tG Ln z C4 a v1 x N r O r z m y m ro m LID rF t o to m a C) o � �c r J W A O �-` N J 00 '-- 00 W O, �.+ w W N O r+ tl N N QD O W O� U W O U D\ 00 DA J W �-' N O N J N 00 A W -1 g A 00 U W ON W ro O O mzmz U W O O l U mm Do D\ mzmmm A O A 00 J O W z W mm.,, U U A W w m W mm A Q\ W O U U m m z O �C6 c m rorn W c"IWroW [ rn ram W C for Orj cnz -0W O W X �_ O yam C� ��99yJ m y � A ren y m E m n �v o N o 0 0 lTl Cz7 z rz9 CrJ a m 0 '° m d d� d d d d d d d tr1 tr1 d d d d d C7 00 C7 G tj W C7 d d 00 rn 00 rn 6 6 5 a 5 00 W 00 W 00 W 00 W W o0 W 00 W 00 W 00 W 00 W 00 W 00 W 0�1 00 W 00 W 00 W 00 W 00 W 00 W 00 W 00 W 0000 w 00 00 W 00 W RA a A A A A A A A Cl A O\ A O, A O, A OI O O A O, A N A D, A Ta1 A A A A D, C\ p= O p pw pw O, C O O O O cn U O O U U U U U8 U O cin U c!A to cn U 00 cis O O O cn U O O U U U U O O 00 O W O O in U tin U O O O O O O 00 Q\ O O N O 00 J 00 J O O 00 00 N U 00 ON N O O N O O 00 CN 00 00 O O O N O O N O 00 U O O 0 0 -�? 'k -t x --s' t � i, t� � � r, A o�m o y m p x�x a �o 0°R° 0 aarm 00 Alm �LID o n a a z d Ln a o� tz r o 0 0 O U O 01 J �D w W Ww 00 U U O U U U W O O -1 �l W O O 'A D U N U U J m m m m m m m m z z m Qz m p rim as m m .� C7 6 d d fA rA d N 00 N o d - O m m U O U O �m��yCVm P dC7�V y E�C7E �- y Vol 00 �Gy V� 00 00 � d 00 W 00 W 00 W 00 W 00 W 00 W 00 W 00 W N 00 W 00 W W D W C 00 W T C C T to O O cn D U U b O to U OO O O cn U to U to U rU- O O, W O a, O cc> 00 ON Name: Address: Comment: Name: Address: Comment: Name: Address: Comment: Name: Address: Comment: Name: Address: Comment: 0 0 Clearwire Neighborhood Meeting Tuesday, May 18th 6:00 PM — 6:30 PM Boise First Community Center 3852 North Eagle Road Project: ID-BO10104 — Meridian Charter School Proposed Wireless Internet Facility 3800 North Locust Grove Road 3679 Name: Address: Comment: Name: Address: Comment: Name: Address: Comment: Name: Address: Comment: Name: Address: Comment: • • 93 ti s l 9@N'NEITH�A17E AL '?[ i ❑❑ 0 kkkkZZ kxxkkk 3 N m 0 CD A f7 a rA D 'C w/ O .� v y r N A .T� O= W N 3 3 7 z D a m m m S d C ipi (D A m 2 O D P i m n O A n O o a u N y zm fA y1z0D fA m aOm 7 N O� mD r .,'._ I m m> w CD n4 1! Ifi - to Iv 3 z o cn� CD 3 v D •. a - -u a o a Z� N LOCUST GROVE '� 0 W r `RD �. CD 0) W4 g m CD � 00 CNS m' az* 0 -3 D O m `J Zp^ 3 gmm . A-' 111 r 0 ➢oma � + � � � �,� -� � Z m � cr CD g m_ CL yl -O(zID aiir w �. _ 0- y m _ 0 �� (D S .� 93 ti s l 9@N'NEITH�A17E AL '?[ i ❑❑ 0 kkkkZZ kxxkkk 3 N m 0 CD A f7 a rA D 'C w/ O .� v y r N A .T� O= W N 3 3 7 z D a m m m S d C ipi d n A m 2 O D P i m n O A n O o a u :: 2 y zm fA y1z0D fA m ~sir i > O� mD r A I m m> w CD n4 to Iv 3 z o ID o a 0 W U EXHIBIT "A" u A'parcel of land located in the SW 1/4 of Section 32, Township 4 North, Range I East, of the Boise Meridian, Ada County, Idaho, being more particularly described as follows: Commencing at the NW comer of the SW 1/4 (West 1/4 corner) of Section 32, T. 4N., K 1E., B.M., the REAL POINT OF BEGINNING of this description. Thence N 89°54' 10" E 1990.54 feet to the NE corner of the W 1h of the NE 1/4 of the SW 1/4 of said Section 32; Thence S 0001'20" E 728.57 feet to a point on the east line of said W 1h; Thence S 89°48'44" W 604.48 feet to a point; Thence S 0°00'57" E 225.95 feet to a point; Thence S 8905005" W 1386.36 feet to a point on the west line of said Section 32; Thence N 0000'I 1"W 957.12 feet to the REAL POINT OF BEGINNING of this description. This parcel contains 40.55 acres, more or less, and is subject to all existing easements and rights-of-way. P16,q'Y5 3 Os% -'--u_y FOR VALUE RECEIVED, HOLLISTER PROPERTIES L.P., Grantor, does hereby grant, bargain, sell and convey unto JOINT SCHOOL DISTRICT NO. 2, Grantee, whose address is 911 N. Meridian Road, Meridian, Idaho 83642, that certain real property particularly described in Exhibit A attached hereto. TO HAVE AND TO HOLD the said premises, with their appurtenances, unto the said Grantee, its heirs, successors and a assigns forever. The said Grantor does hereby covenant to and with the said Grantee that it is the owner in fee simple of said premises and that it is free and clear from all encumbrances, except as set forth above, AND THAT IT WILL WARRANT AND DEFEND the same from all lawful claims whatsoever, SUBJECT, HOWEVER, TO easements, restrictions, reservations, assessments and encumbrances of record, AND FURTHER SUBJECT TO easements that would be revealed by a physical inspection of said real property. IN WITNESS WHEREOF, Grantor has hereunto executed this Warranty Deed this iyFT day of April, 1998. GRANTOR: HOLLISTER PROPERTIES L.P. By. ,2 - - - - 7-e4� tben0al Partner PENINSULA EMENT COMPANY, an Idaho ration, James R. Hollister, President WARM= =W, P. 1 STATE OF IDAHO ) ss. County of Ada ) On this , day of April, 1998, before me, the undersigned Notary Public nand for said State, personally appeared JAMES R. HOLLISTER, known or identified to me to be the President of PENINSULA MANAGEMENT COMPANY, which is the General Partner of HOLLISTER PROPERTIES, LP., and acknowledged to me that he executed the same for Hollister Properties, L.P. IN WITNESS WHEREOF, I have h t my hand and affixed my official seal the day and in this c tific to irst above written. q l� NOTARY PUB IC A75te of a a �OT�,, + Residing at B se . mos r t My Commission Expires: A G : UgL1 kesldiaE at MerM»,, ID -'oa�a4 8xp 10/28/99 WARM= VWW, p. 2 A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 4 NORTH,, RANGE 1 EAST, OF THE BOISE MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST,QUARTER (WEST 1/4 CORNER) OF SECTION 32, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISE MERIDIAN, THE REAL POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 89 DEGREES 54'10" EAST 1990.54 FEET TO THE NORTHEAST CORNER OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 32; THENCE SOUTH 0 DEGREES 01'20" EAST 728.57 FEET TO A POINT ON THE EAST LINE OF SAID WEST HALF ; THENCE SOUTH 89 DEGREES 48'44` WEST 604.48 FEET TO A POINT; THENCE SOUTH 0 DEGREES 00'57" EAST 225.95 FEET TO A POINT;. THENCE SOUTH 89 DEGREES 50'05" WEST 1386.36 FEET TO A POINT ON THE WEST LINE OF SAID SECTION 32; THENCE NORTH 0 DEGREES 00'11" WEST 957.12 FEET TO THE REAL POINT OF BEGINNING OF THIS DESCRIPTION. EXCEPT ANY PORTION LYING WITHIN THE RIGHT OF WAY FOR LOCUST GROVE ROAD. SUBJECT TO THE FOLLOWING: I. GENERAL TAXES FOR THE YEAR 1997, WHICH ARE LIENS, OF WHICH THE FIRST HALF HAS BEEN PAID. THE SECOND RALF OF WHICH MILL NOT BECOME DELINQUENT UNTIL JUNE 20TH. P c N'- AMOUNT AFFECTS 242SO532325405 S667.75 PARCEL I 24280532315315 53257.04 PARCEL II 2. GENERAL TAXES FOR THE YEAR 1998 , WHICH ARE LIENS, ARE NOT YET DUE AND PAYABLE. 3. ANY, RIGHT OR INTEREST IN ANY MINERAL, MINERAL RIGHTS, OR RELATED MATTERS, INCLUDING BUT NOT LIMITED TO OIL, GAS, COAL, AND OTHER HYDROCARBONS. 4. REAL PROPERTY TAXES WHICH MAY Be ASSESSED, LEVIED AND EXTENDED ON ANY "SUBSEQUENT AND/OR OCCUPANCY ROLL' WITH RESPECT TO IMPROVEMENTS COMPLETED DURING THE YEAR WHICH ESCAPED ASSESSMENT ON THE REGULAR ASSESSMENT ROLL, WHICH ARE NOT YET DUE AND PAYABLE. 5. LIENS AND ASSESSMENTS OF THE FOLLOWING DISTRICT AND THE RIGHTS AND POWERS THEREOF AS PROVIDED BY LAW. NO DELINQUENCIES APPEAR IN THE COUNTY RECORDER'S OFFICE. DISTRICT: SETTLERS IRRIGATION DISTRICT (344-2471) - 6. AN EASEMENT CONTAINING CERTAIN TERMS, CONDITIONS AND PROVISIQNS AFFECTING A PORTION -OF SAID PREMISES AND FOR THE PURPOSES STATED HEREIN. FOR: JAMES R. HOLLISTER AND KAREN L. HOLLISTER, HUSBAND AND WIFE IN FAVOR OF: PARCEL II RECORDED: JUNE 28, 1991 INSTRUMENT NO.: 9135286 AFFECTS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4; THENCE SOUTH 0 DEGREES 00'11" EAST 444.12 FEET TO THE REAL" POINT OF BEGINNING OF THIS EASEMENT. THENCE NORTH 89 DEGREES 50'05.' EAST 1,327.00 FEET TO A POINT OF CURVATURE; EXHIBIT A TO WARRANTY DEED Cant' d 0 THENCE ALONG A CURVE TO THE RIGHT 496.52 FEET, SAID CURVE HAVING A �~ RADIUS OF 350.00 FEET, A CENTRAL ANGLE OF 81 DEGREES 16'53', TANGENTS OF 300.42 FEET, AND A CHORD OF 455.92 FEET WHICH BEARS SOUTH 49 DEGREES 31'28" EAST TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT 15.95 FEET, SAID CURVE HAVING A RADIUS OF 20.00 FEET, -A CENTRAL ANGLE OF 45 DEGREES 42'15', TANGENTS OF 8.43 FEET AND A CHORD OF 15.53 FEET WHICH BEARS SOUTH 31 DEGREES 44'10' EAST TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT 126.31 FEET, SAID CURVE HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 144 DEGREES 44'09', TANGENTS OF 157.31 AND A CHORD OF 95.30 FEET WHICH BEARS SOUTH 17 DEGREES 46'18"" WEST TO A POINT; THENCE SOUTH 0 DEGREES 44156" EAST 10.00 FEET TO A POINT; THENCE ALONG A CURVE TO THE LEFT 151.41 FEET, SAID CURVE HAVING A " RADIUS OF 60.00 FEET, A CENTRAL ANGLE OF 144 DEGREES 35'11', TANGENTS OF 187.93 FEET AND A CHORD OF 114.32 FEET WHICH BEARS NORTH 17 DEGREES 42'18" EAST TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE RIGHT 7.98 FEET, SAID CURVE HAVING A RADIUS OF 10.00 FEET, A CENTRAL ANGLE OF 45 DEGREES 42115', TANGENTS OF 4.21 FEET AND A CHORD OF 7.77 FEET WHICH BEARS NORTH 31 DEGREES 44'10' WEST TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT 510.71 FEET, SAID CURVE HAVING A RADIUS OF 350.00 FEET, A CENTRAL ANGLE OF 81 DEGREES 16'53', TANGENTS OF 309.00 FEET AND A CHORD OF 468.95 FEET WHICH BEARS NORTH 49 DEGREES 31'28" WEST TO A POINT OF TANGENCY; THENCE SOUTH 89 DEGREES 50105' WEST 11326.97 FEET TO A POINT ON THE WEST LINE OF SAID SW 1/4; THENCE SOUTH 0 DEGREES 00'11" EAST 10.00 FEET TO THE REAL POINT OF BEGINNING OF THIS EASEMENT. 7. AN. EASEMENT CONTAINING CERTAIN TERMS, CONDITIONS AND PROVISIONS AFFECTING A PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED HEREIN. FOR: A RIGHT OF WAY AND EASEMENT TO CONSTRUCT AND MAINTAIN A GAS DISTRIBUTION LINE IN FAVOR OF: INTERMOUNTIAN GAS COMPANY RECORDED: DECEMBER 31, 1991 INSTRUMENT NO.: 9200739 $. AN EASEMENT CONTAINING CERTAIN TERMS, CONDITIONS AND PROVISIONS AFFECTING A PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED 'HEREIN. FOR: INTERMOUNTIAN GAS COMPANY IN FAVOR OF: A RIGHT OF WAY AND EASEMENT TO CONSTRUCT AND MAINTAIN A GAS DISTRIBUTION LINE RECORDED: JANUARY 6, 1992 INSTRUMENT NO.: 9200740 9. SUBJECT TO RIGHTS OF WAY AS DISCLOSED BY AVAILABLE MAPS. FOR: NOURSE LATERAL LOCATION: NORTHERLY BOUNDARY 10. SUBJECT TO TENANTS RIGHT OF POSSESSION. • 1tECtJREiE13 • REilUE51 ADA COLMY fE7RDER 1. DA f? NAYI� RO � -FEE,-..DEPUT IFA -105-99 t99g��_a �1t: to 99061686 MERIDIAN JOINT SCHOOL DIST. SW V. Section 32, T4N, R 1 E., B.M. WARRANTY DEED For Value Received, JOINT SCHOOL DISTRICT NO. 2, ADA & CANYON COUNTIES, a specially chartered School District of the State of Idaho being duly organized and existing under the lbws of the State of Idaho, the GRANTOR, does hereby grant, bargain, sell and convey unto the ADA COUNTY HIGHWAY DISTRICT, a Body Politic and Corporate of the State of Idaho, whose address is 318 East 37th Street, Boise, Idaho 83714, the GRANTEE, the following described premises located in ADA County, Idaho, to -wit: A parcel of land situated in Ada County, Idaho. Also being a portion of the SW '/4 of Section 32, TAN.,R.I E., B.M. more particularly described as follows; SEE EXHIBIT "A" (WHICH BY REFERENCE BECOMES A PART HERETO) TO HAVE AND TO HOLD the said premises with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said GRANTEE, that they are the owner in fee simple of said premises; that said premises are free from all encumbrances and that they will wan -ant and defend the same from all lawful claims whatsoever. IN WITNESS WHEREOF, the Grantor has caged this instrument to be executed by its duly authorized officer on this 3A4H^day of ' duh e , 1999. JOINT SCHOOL DISTRICT NO.2 ADA & CANYON COUNTIES ByJ es Car , Administra of Support Systems STATE OF IDAHO, COUNTY OF ADA )ss On this304�' day of 341r- , 1999, before me, the undersigned, a notary public in and for said State, personally appeared James Carberry, known or identified to me to be the Administrator of Support Systems of the JOINT SCHOOL DISTRICT NO. 2, ADA & CANYON COUNTIES, Idaho being duly organized and existing under the laws of the State of Idaho, which executed the foregoing instrument and acknowledged to me that such School District executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the year in this certificate first above written. P. Notary Public for to of Idaho also, Residing at: a w; d t k ti daho 'Pufi0.1 t+ : My Commission Expires: -�?-,,-1 2003 ' 4re OP . s MRY.Is. 1999 2t3OPM KELLER AnTES INC M0.778 Project Name: Parcel No. emntor. Description: Locust Grove Roadway linprovements I Meridian Joint School District No, 2 New locust Grove Road Right -Of -Way Ladd situated In Ada County A pascal of toW situated in Ada Coamy, Idaho. Also being a portion of the SWY. of Section 32, Township 4 NM*. Range I East, Boise Meridian deactiired to wit: Commencing at a bass cap marking the SW career of the SW Quarter, of said Section 32, Township 4 Nott)►, Range I Fmt, Boise Meridian: Thence along the westerly lino of said SW Quarter N00e00' i t"W, a distance of 1701.93 feet to a point on dna welly line of Seetlon 32; Thence leaving said westerly line N39050'05"& a distance of 25.00 feet to a point on the a dstiag easterly right-of-way line of Locust Grove Road, said point being dna "Real Point of Daghmin$t" Thence along the existing easterly right-of-way lana of Locust Grove Road NOO*W'll"W, a distance of 956,96 feat to a point on the easterly right-of-way of Locust Grove Road; thence N89aS4105"E, a distance of 23.00 fact to a point; dwnce S001100'1 1"R 956.93 feat to a point; said point being 48.00 Qxt east of dw westerly line of the SW Quarter of Section 32; thence S99°50105"W 23.00 feat to the "Real Point of Bsgfaaing." 'lila arca described above contains approximately 0.505 acres, mora or less. Basis of Bearing for this description is the SW comas of Section 32 to the West quattor confer of Section 32 is North OOa00' 1 t" West. h r Protea Locant Grove Rodway Itnprot toots Page l of 1 Parosl No. l LogatDeacription- April 30, 19" EXHIBIT "A" • • ADA COUNTY RECORDER J. DAVID NAVARRO 4 SOME IDAHO CUM 10:31 AN DEPUTY 80R514 Obamwig SFA -07-03 k��,�;�pp�� T 2N, R 1E, sec 32 ANbUl1T .D8 103Ei,S' 6374 am -1- , z 1"W#4 i THIS INDENTURE, made this a,5day of, 2003, JOINT SCHOOL DISTRICT NO. 2, 911 Meridian Road, Merldia , ID 83642 the "GRANTOR". and ADA COUNTY HIGHWAY DISTRICT, a body politic and corporate of the State of Idaho, the "GRANTEE"; WITNESSETH: FOR VALUE RECEIVED, the GRANTOR has granted, conveyed, bargained, and sold, and does hereby grant, bargain, sell, convey, and confirm to the GRANTEE and its successors and assigns forever, that certain real property situated in the COUNTY OF ADA, STATE OF IDAHO, more particularly described on Exhibit "A" attached hereto and by this reference made a part hereof. TOGETHER with all and singular the buildings, structures, improvements, and fixtures thereto, the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the reversion and reversions, remainder and remainders, and rents, issues and profits thereof (the "Premises"). SUBJECT TO general taxes and assessments for the current year which are not yet due and payable, easements of record or obvious on a physical inspection of the Premises, any recorded reservation of oil and/or mineral rights and covenants of record. Subject to those exceptions to title to which this conveyance is expressly made subject and those made, suffered, or done by the GRANTEE: (a) the GRANTOR covenants to the GRANTEE, its successors and assigns, that the GRANTEE shall enjoy the quiet and peaceful possession of the Premises; and (b) GRANTOR warrants to the GRANTEE, its successors and assigns, that GRANTOR is the owner of said Premises in fee simple and has the right and authority to convey the same to GRANTEE, and GRANTOR will defend the GRANTEE's title from all lawful claims whatsoever. The current address of the GRANTEE is: Ada County Highway District 318 East 37th Street Garden City, Idaho 83714-6499 Sale and Purchase Agreement - 6 (10128/02) SADSTECHUFA AGREEMENTSUFA AGREEMENTSUFA-07-034oc • 0 IN WITNESS WHEREOF, this WARRANTY DEED has been duly executed by Christine. Donnell, on behalf of the GRANTOR, the day, month, and year herein first above written. feu (STATE OF IDAHO) ) ss - County of Ada ) On this 2Z& day of `"$,D►"t�.O�Y' 2003, before me, a+^,tyr -D. 50n%4A , a Notary Public in and for the State.of Idaho, personally appeared hrlstine Donnell, known or proved to me to be the person who executed the foregoing Instrument, and acknowledged to me that she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. D SC�b y ��'t� . a & p Notary Pubii r Idaho Residing el M a v Idaho �T SOK As p * �� at , My commission expires 3 d ",.� G $ fi-U �B'k Engineers Surveyors Planners Project: 11850 Date: November 1, 2002 EXHIBIT 'A' EDUCATION CAMPUS SUBDIVISION LOCUST GROVE ROAD RIGHT-OF-WAY A parcel of land as shown on ROS 5920, being a portion of the Southwest Y4 of Section 32, T.4N., R.1E., B.M., Meridian, Ada County, Idaho, and represented on the attached Exhibit 'B', and being more particularly described as follows: Commencing at a found aluminum cap marking the West'/ comer of Section 32; thence along the Westerly boundary of said section South 00031'04" West, 957.12 feet to a point; said point also being the POINT OF BEGINNING, thence leaving said boundary South 891138'40" East, 48.00 feet to a point on the proposed Easterly right-of-way of Locust Grove Road; thence along said proposed right-of-way, South 00°31'04" West, 40.00 feet to a point; thence leaving the proposed Easterly right-of-way of Locust Grove Road North 89038'40" West, 48.00 feet to a point on the Westerly boundary of Section 32; thence along said boundary North 001131'04" East, 40.00 feet to the POINT OF BEGINNING. Said parcel contains 0.044 acres (1,920 sq. ft.), and is subject to any easements existing or in use. Said parcel contains 0.023 acres (1,000 sq. ft.), of existing North Meridian Road prescriptive right-of-way. Net area requested for impact fee compensation is 0.021 acres (920 sq. ft.). END OF DESCRIPTION Prepared by: .i -U -B ENGINEERS, Inc. Ronald M. Hodge, P.L.S. EXHIBIT "A" RMH:Ihc F:\ProjectManagers\GAL\11850111850-$uAAdmin E-mail\Descriptiom\1185048FootDed.doc N00'31 "WE 31 N. W 48.00N89�,4Ww n co EXHIBIT 'B' z EDUCATION CAMPUS SUBDIVISION LOCUST GROVE RIGHT-OF-WAY DEDICATION IN THE SW 1/4 OF SECTION 32 T.4N., R.1 E., B.M. ADA COUNTY, IDAHO 31132 10-31-02 C� „ _ 231372 JB/HLH RBVTSMSD AND e1P OVED BY:- � r A Pioneer CDMPW PIONEER 7 PLE COMPANY OF ADA COUrM 703 S. Anxricaoa, Suite 1901 Boise, Idaho 83702 (208)373-3744 ADA COW” RECORDER J. DAVID HAVAMO z IOU IDAHO MIM 0167 PM DEPUTY Pusa ORGED—R �a REGIOIUEST OF I f t NOW i93i345d9 AM NIT S.N WARRANTY DEED For Value Received MM Development, Inc., an Idaho corporation hereinafter referred to as Grantor, does hereby Brant, bargain, sell, warrant and convey unto Joint School District No. 2, a body corporate and politic of the State of Idaho berainafter referred to as Grantee, whose current address is 911 N. Meridian Road, Meridian, ID 83642 the following described premises, m -wit: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF. To HAVE AND TO HOLD the said promises, wilt their appurronances unto the said Groom his heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the ownerin tee simple of said premises; that said promises are See $om all except current years taxes,. levies, and wassments, and except U.S. Patent, reservations, mstrkdoas, easements of record, and casements visible upon the premises, and that Grantor will warrant and defend the same from all chime whatsoever. Dated: July 25, 2003 MKH Development, Kee KL Hollistei, President STATE OF IDAHO, County of Ada, sa. On this 6 "`day ofd, in the year of 2003, before me the widersigned, a notary public, Personally appeared Kum L. Hollister or idendfied to me to be the President of the corporation that executed the or the who executed the insaument on behalf of said corporation, and acXwwledged to me that such corporation executed the same. ion" Im Notary 8th Public of ID AHO Residing at Boise, Idaho Commission expires: h 19r8996 Moy aq's *as EXHIBIT A That potion of the North half of the, Southwest quarter of Section 32, Township 4 North, Range I East, Boise Meridian, Ada County, Idaho, being more particularly descnW as follows; Cotreneacing at the West quarter comer of Section 32 marked by a found shunimma cap; Thence along the Westerly boundary of the Southwest quarter of Section 32, South 00 degrees 31104" West, 957.12 foot; Thence leaving said boumlaay, South 89 degrees 3840" East, 48.00 feet to the point of beghming; Thence continuing South 89 dogma 38'40" Bast, 1,279.24 feet; Thence South 00 degrees 30'l r'West, 40.00 feat to a point; Thence North 89 degrees 38'40" Wes41,279.25 feet to a point 48.00 feet porpandkular distance Easterly of the Westerly boundary offt Southwest quartet of Section 32; Thence along a lite 48.00 feet perpendicular distance from and parallel with said boundary, North 00 degrees 31'04" Bast, 40.00 feet to the point of begiattotg. 231373 JAB/HER • RBV� 6 APPRBVEIP.,. aw A Amer Cwapmy PIONEER TITLE COMPANY OF ADA COUM9'Y 703 S. Americana, Suite 190 / Boise, Idaho 83702 (208)373.3744 • ADA COUNTY RECORDER J. DAVID NAVARRO 3 BWBE IDAHO O MIM MR PIN orm Me Pete RECORDED-flEWSOF pp ) MINIMUM= I mmeer N ANINNi "0 103134573 WARRANTY DEED For Value Received Joint School District No. 2, a body corporate and politic of the State of Idaho hereinafter referred to as Grantor, does hereby grant, bargain, sell. warrant and convey unto MKH Development, Inc., an Idaho corporation hereinafter referred to as Grantee, whose current address is 1418 S. Oriole Way, Boise, ID 83642 the fbilowing described premises, to -wit: SEE E:XHIBrr A ATTACHED HERETO AND MADE A PART HEREOF. ALSO SUBJECT 7V an casement resanved by grantor for the basoft ofpuNk utft ardlim for the parpese of contracting, Iasmiling, relocating, and matnhduhrgpabJie t dWm In the parcel of real property described in Oe armed Exhtbfe B, wkkh & Lreerporatcd in Jill by this reference. To HAVE AND TO HOLD the aid premises, with their appintunarces unto the said Grantee, his heirs and assigns forever. And the said Grantor does hereby covemant to and with the said Grantee, that Grantor is the owner in fee aimpk of said premises, that said promises are flee Som all encumbrances except ammut years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record, and casements visible upon the premises, and that Grantor will warrant and defend the same from all claims whatsoever. Dated: July 25, 2003 Joint Schpl District No. 2 BAga u � 4, ' Dorrell, 5peninterodaM STATE OF IDAHO, County of Ada, as. On this ,day of July, in the year of 2003, before me the undersignod, a notary public, personally appeared Christine Donnell latown or identified to me to be the Superintendent of the Idaho Joico School District No. 2. that mmeated the instnnnent and ackmowtedgod to we that such Idaho Joint School District No. 2 executed the sane. -�01 �,. BLpy,C� l �ptAR r Janet L. Notary Public of IDAHO .Md * Residing at Boise, Idaho * AUD11�' Commission expires: March 17.2005 O �.'7's ore EXHIBIT A A parcel of land, being a portion of the North half of the Southwest quarter of Section 32, Township 4 North. Range 1 Eas% Bow Meridian, Ada County, Idaho, being More partiouiarly described as follows: Commencing at the West quarter comet of Section 32 worked by a found aIuemr cap; Thence along the Westerly boundary of the Southwest quarter of Section 32, South 00 degrees 31'94" Hast, 957.12 feet; Thence leaving said boundary South 89 degrees 38'49" Bask 1,327.24 feet to the point of beginning; Thence North 00 degrees 30' 18" East, 261.09 fact to a point, Thence North 37 degrees 38'37" But, 126.25 feat to a point of non -tangent curvature; Thence along a curve to the left having a length of 211.64 feet, a dela of 37 degrees 18'37", a radius of 325.00 feet, tangents of 109.72 feet, and a long chord which bears Scarth 71 degrees 00'42" East, 207.92 feet to a point; Thence South 89 degrees 40101" East, 390.17 feet to a point; Thence South 00 degrees 29'55" West, 69.07 feat to a point; Thence North 89 degrees 40'01" Wast, 604.48 feat to a point•, Theme South 00 degrees 30'18" West, 225.95 feat to apoint; Thence North 89 degrees 38'40" West, 59.12 fod to the point ofbegivaing. • Project: 11850 Date: January 6, 2003 Revised: January 21, 2003 Revised: May 12, 2003 EXRIM B MKH DEVELOPMENT UT UM PARCEL DESCRIPTION A parcel of land as shown on ROS 5920, being a portion of the Southwest Y4 of Section 3Z, TAN., R.1E., B.M., Meridian, Ada County, Idaho; said parcel being more particularly described as follows: Commencing at the West $4 corner of Section 32 marked by a found aluminum cap; thence along the Northerly boundary of the Southwest Y4 of Section 32, South 89'34'35" East, 1,990.54 feet to a point; thence leaving said boundary, South 00'29'55" West, 659.49 feet to the POINT OF BEGINNING; thence continuing South 00'29'55" West, 10.00 feet to a point; thence North 89'40'01" West, 390.14 feet to a point of curvature; thence along a curve to the right, having a length of 218.15 feet, a delta of 37' 18'37", a radius of 335.00 feet, tangents of 113.10 feet, and a long chord which bears North 71'00'42" West, 214.31 feet to a point; thence along a radial line North 37'38'37" Fast, 10.00 feet to a point of non -tangent curvature; thence along a curve to the left, having a length of 211.64 feet, a delta of 37'18'37", a radius of 325.00 feet, tangents of 109.72 feet, and a long chord which bears South 71'00'42" East, 207.92 feet to a point; thence South 89'40'01" East, 390.17 feet to the POINT OF BEGINNING. Said parcel containing 6,050.51 square feet (0.139 acres), more or less. END OF DESCRUMON Prepared by: J -U -B ENGINEERS, Inc. Ronald M. Hodge, P.L.S. 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Salim MENNEN No REV'sMEN MON WERRUMMNON 0 imp, IN-0-10- MUNWARM . a NEE PRE JIMEEM NEE REM ENRON MEN 11 ®0 IM®®® �I nom® 11 IN NEE ONEM. + " r I - -31 ..'�'.c ,i_"C; 1 ._ = 'its 1 If -St. 1 { MENOMONEE MEEMEMENE MONSOON MEMENEEM 0 EII&REMEM NNEMPEEME REMIRtmomms RON- - lumm INOMM119M M MENEIIINENommilwAsomREENiallmommom BRAME■ m offillsomm iMEE 'Nomruzmm MENGEAMMM mommli-i"Homm mommmiRlmom mom wommom OEM ME 0 ■ s WUCATION CAI US VAUXYIIM J." mis xnk kv. v - WROIAK ADA COUNTY, IDAHO CfAN7Y OWiAflON no" ••• • Al0 PLAN pRMFIAI RECORD DRAWINGS 8/04/03 11 • RECORD DRAWINGS 8/04/03 SEEMSNS I�I 0 mommove mailamm JIMNEN NEANAME 0 Ell ERNE is ■ —_ Email i M 0 MESS 1.00 H� ME U111H MON no woommom ONES 00 NONE mmm�l ENE ME VA RECORD DRAWINGS 8/04/03 L -j • Atl Imm" ®A%� HV.c t M T' 7GW A IMC 1 1 b_ I ru+ IINs " lG Ntll+. iYm It .. .. : _ - .�.'a iMllr O• ? 1 I -Ir,, Sir Oi YWI -___ -r o e= )MAIM. A t op Im IF 1. IN 1 } 110 -1m.. .. • . Y 1 j >•� I 1111(j(7 3 P 1 An a . . .. 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I Is afil�n'f t�" it i s 3 o I i I ' .' .. .. .. .. .. .. .. .. .. .. ... aQO 1�� 1 1 1 .. .. .. .. .. .. .. .. -----^.___tel) I I lr R .:14A V4 WWII. 70.00. ... .: MATCH Lo _ Stk- 1047600 • .. r•Ya ilf4i f2 ' 11 . � 1 ill : 1 I , Nf -r fill A 1 ff7({ E .. ; a s ,a »fr u analalf11n R 1 11-rGE Ma s • W—.2% _ I Ij ,1.0 .fr Inawl v PeY v[ .: .. .. - N f d _ A•fM• MIM.. f`N IIWR 1 III� f2 2111. 1 1 i�R ' fwa2rr .. .. .. WG.- ff ar aft I or .. .. .. .. .. I• QM -00- mm.2ff ar I • :. 5110.2 lora¢ tlop 2 i f•+a.elev. fu arla a n IaW ( 1 a 1 1 . 1• n ow MIR tw fell , 1 �Tl , :' :: :R. �• �:: :. 1 _ AIN, N .. SNI_ • .... .. .. .... 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IDAHO .W a erase, rla r.rulx� rwa.c � • E {dell Fi9D OR 0wre�r�r A.AfI Aral ��! 8TA I6a00A0 TO eT� >eDre0�40 14R rOFpi•1/� nca.vlw rnrwwwwo asiu4/03 • rmmmmmmm mmmmmmmm momommom - mommomom - MENOMONEE Empammom mmolommilms HE amoli IPIMOMMME Immmip-mm-P-1 ON Itillollommus INKU'llimmmulm i01�1i Sommim M mmmlirmmmm mRomimm Ofmrillimmmilmmmw!,- itilimmilmmpi =I milmmilmmmimmmmummimofiammmmmmmmEmmmmm MEImmmmmmmmmm mMEMENEEME • y if �I 4P,AV 7Mg11 RLw 7011 i ■Is i I I rsom 7711 oca lalvmrols 7 • • IeIIN = EDUCATION CAIPU6 EIbDWWW fMMDIAM, COUWrV. 1 w ENe�11s, ra ADA IDAHO r...7 .w.c F- L� PULD OILPLAN An MOW 8Tk 2041ROO to STA tmoo VKC%,Wmu VKAWIrdwu a/V4{PS :.:: �7x:RM. :: :. ::: $ MAIM Low "A. R�..DDD a. • •'' :: '' :: .... :: .. ' • . '' N ■ a71gr 4%GL aaa ll w ^R�q arrISMIMMYhes .. .. [[ .. .. .. .. 4$ awamia.,. c..7rr am e 7r71va.aa EJ•11rM76 MM,atY lop=* to Ptll sa AOYir70�)smw 1� lYa °eaa�0�.n«YwA F ■{yy 1 73.a JS NY .LT it MI� MM' 111/r d. YJ •: :. :. �,. •: .. .. ..30 I su y 14 TYYrlrl . .. .... .... 1 .. .... .... I - - :: " i :: :: : i : :: : o i ] 1 rl r WAR 1-1l.TlYr IQ. 7LL YJ H! UK VIl2 R&W •.. ■ 7R AVa ■ M .. .. .. .: .. .. �j( . 1 j.3 1 .7Y7�K rP �T 11L O�iO yy{ {. I•Y 4 141 CORY 7a .0 Y - = u a Yr aoo a W.Aw ]w g K Mom- . .. .. ' i • - !IC � I .. .. .. � M I I 7 :: 1. :: .. •I. 211 I .. .. •7.y M� f�... U .'_ .. • ��� � . . .. r JJ• ••I..l. '7MY. .. .. .. 77. { W -.'WJl �Z� Yrau O- w NW -. MI N I • .MI JIFft nR 7 J awl M *r F �WiJR Y.7AIT7 JlTeell Y� : it siY![n71�D .. .. .. .. .. RYJa A Jw710 RIO �a . • 7f/1U11. EMICATION CAWUS 94llIDrASION INAL A p } NEWIM, ADA COIXTY. IDAHO YR wlR �Rwe rrs E. LMN TIRO OR r ~wR PLM MID PROFLE ESk ""NAM TO tTA 97N0.{0 MR RR.RFYM VKC%,Wmu VKAWIrdwu a/V4{PS u 1 nY 1 I 1 E LEIWI t F 111 ADNLA a a IAVWNIGS 8/04/03 "X At. G ISKs M.&M PA%ft • a/MAt • 11/fNf MC rm cm"s SUM NVN M I I� MESfDIAM, ADA COMITY, MANO =,��� 9 m smarm aflf ' m _ qb 2m-mlb.wo nr ns 9 I �Q ex i� 1 I e _ f Q i 1 I } ® V T IRK r 1 nY 1 I 1 E LEIWI t F 111 ADNLA a a IAVWNIGS 8/04/03 "X At. G ISKs M.&M PA%ft • a/MAt • 11/fNf MC rm cm"s SUM NVN M .1-W �OpIN�M, ife. MESfDIAM, ADA COMITY, MANO =,��� M.LOWIiT DOOMMt m smarm aflf Mi11DVlIdIT VLA m _ qb 2m-mlb.wo 0 0 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA J� . Sekoa I D14vi c4 ` to. 2- 1, t, Linda C4 A.rk Su pori k4ex" 1303 E . C Aral Drive, (name) (address) Meri int XA4,k o (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. Jason Evans PO Box 191114 Boise, ID 83719 (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 Z day of� , 20 Or (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. `,�S121f111fll�,' I `�1�C�( Lim • �`�'/'ori ►��,4 41G` see Wi(Notary Public for Idaho) ,, 4 .•i ipT Residing at: I� LLt `Ct,t� `�7a `C, My Commission Expires: 3 940'T ''UBU .••, ��'••:TE OF t9. COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) 11 -5A -5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11-5A-5. t,4� CVVtA-J Applicant/agent signature 5'12 �- /2 0 10 Date Ll clear _ P ND n A p D n O A y O g Q� �0 xa mg°r x�ga 0 m N z oda �iC3� iioF. O 'Tl b d 1 ��. �> Rr g d S OO m� xj �w °UVO i7 O 8O bn `�z_ f p R> O d > o b6 z D ? Keel H9 u1CF °}C. y �A 4��zDz bM 7�b M"Y $oN � b w<p CIJ IiN UPy w D y a .4_��zilmo-g^DO-Rip SYI TT k T l� €�qu;gou°pu°S°;fig ��Ofn 0 ul F_XXOLL y O oG�p ofH� u �J 1. O O : 0 q oMkD •lu�, oo p�Y 'Y m ° 0-� n 0 0 0 o n O (p^ O n u E-� _ V z ARCHITECTURE .& REAL ESTATE PLANN/NC GLENN WALKER, ALA 11506 N FAIRVIEW AVE OFFICE (208) M-3365 BOISE, IDAHO 83713 FAX (208) 377-3288 I1 d y N A o TITLE SHEET t 7 I m fr v R m O 3 R � D ca rn o #z N VJ I m ^ -< o o _ a c7 m .4_��zilmo-g^DO-Rip SYI TT k T l� €�qu;gou°pu°S°;fig ��Ofn 0 ul F_XXOLL y O oG�p ofH� u �J 1. O O : 0 q oMkD •lu�, oo p�Y 'Y m ° 0-� n 0 0 0 o n O (p^ O n u E-� _ V z ARCHITECTURE .& REAL ESTATE PLANN/NC GLENN WALKER, ALA 11506 N FAIRVIEW AVE OFFICE (208) M-3365 BOISE, IDAHO 83713 FAX (208) 377-3288 I1 d y N c JN a TITLE SHEET i s Or O 3 R � D ° < yD Y N VJ .4_��zilmo-g^DO-Rip SYI TT k T l� €�qu;gou°pu°S°;fig ��Ofn 0 ul F_XXOLL y O oG�p ofH� u �J 1. O O : 0 q oMkD •lu�, m Qo' J � _ F Q s' zz 3 D I� � ,—�+ oo p�Y 'Y m ° 0 0 0 0 0 Ivo. Rsvlslalvs nArs \ (p^ O n u E-� - Q � n ARCHITECTURE .& REAL ESTATE PLANN/NC GLENN WALKER, ALA 11506 N FAIRVIEW AVE OFFICE (208) M-3365 BOISE, IDAHO 83713 FAX (208) 377-3288 I1 d y N c JN a TITLE SHEET a i O R � D F $D O G i m Qo' J � _ F Q s' zz 3 D I� � ,—�+ oo p�Y 'Y m ° � clearw re slrE # ID-aorolo4 1855 E. LEIGH FIELD DR. ARCHITECTURE DESIGNS PLUS P.A.-- ± F Ivo. Rsvlslalvs nArs \ (p^ O n u E-� - Q � MERIDIAN IDAHO 83646 ARCHITECTURE .& REAL ESTATE PLANN/NC GLENN WALKER, ALA 11506 N FAIRVIEW AVE OFFICE (208) M-3365 BOISE, IDAHO 83713 FAX (208) 377-3288 P !� = R" c JN a TITLE SHEET LOCUST 6 OVE R o °I> z D j ME ¢ - ° g �S ARCHITECTURE DESIGNS PLUS, I�ti ARCHITECTURE & REAL ESTATE PLANNING GLENN WALKER, AIA 11505 W. FAIRVIEW AVE OFFICE: (206) 399-3365 BOISE, IDAHO 8,3913 FAX (208) 399-.3268 R� D3iA v a �� VERALL SITE PLA Da�2 T n�Ay y r FN_ r n D O ] ouI U A > DiN A �S w� LOCUST 6 OVE R o °I> z D j ME ¢ - ° g cle'arw're® SITE # ID-6010104P.A. 1855 E. LEIGH FIELD DR. MERIDIAR IDAHO 83646 ARCHITECTURE DESIGNS PLUS, I�ti ARCHITECTURE & REAL ESTATE PLANNING GLENN WALKER, AIA 11505 W. FAIRVIEW AVE OFFICE: (206) 399-3365 BOISE, IDAHO 8,3913 FAX (208) 399-.3268 -; 4 " �""" v a VERALL SITE PLA • a NO. AEV/SIGNS DATE \ �a9 clearw're° ARCHITECTURE 1551l�ORFGVIeN >� �� �O ISfAIe fql PpWIT -II-I �= D SITE E ILEIGH FI 4 DESIGNS PLUS P.A. � F 1855 E. LEIGH FIELD DR. ARCHITEr.TURE REAL ESTATE PLANNING MERIDIAN, IDAHO 83646 CLEMAt WALKER, AIA _� v ACCESS PLAN 11505 M FAIRVIEN AVE OFFICE (208) 394-3365 O p BOISE. IDAHO 11711 FAX(208) 344-3268 Y a �acusr sxove no. i A 0 n m U1 DDr m Z mD - D a 01 O _O U 11111111111111111 III111111� U � 0 J A N n j m � n A Q V .V� ® -ADi➢� i Iillllllllllllll III11111111 ; Ozf DDO AP U.S m oR Fm N G y D NO. AEV/SIGNS DATE \ �a9 clearw're° ARCHITECTURE 1551l�ORFGVIeN >� �� �O ISfAIe fql PpWIT -II-I �= D SITE E ILEIGH FI 4 DESIGNS PLUS P.A. � F 1855 E. LEIGH FIELD DR. ARCHITEr.TURE REAL ESTATE PLANNING MERIDIAN, IDAHO 83646 CLEMAt WALKER, AIA _� v ACCESS PLAN 11505 M FAIRVIEN AVE OFFICE (208) 394-3365 O p BOISE. IDAHO 11711 FAX(208) 344-3268 Y r -O" 4'-0, APPROX. x BO' -O" TOP OF PROPOSED STEALTH POLE l clearw°re- SITE # ID -6010104 � I OM 41 A Ny�yDO - N ARRAY iU��DN k OQ<ZAm p rn36, A -A It11r N� mAENDa N1TIIz�Niri1 y� DzOD T OZ On. zai NmT UNZO _S D A(\ N mT� a roAi c'xOU NNXmN D z Z BO' -O" TOP OF PROPOSED STEALTH POLE d ❑ FIELD VERIFY RAD CENTER OF PROPOSED clearw°re- SITE # ID -6010104 CLEARWIRE ANTENNA ARRAY ONT k x PTA ARCHITECTURE & REAL ESTATE PLANNING E ��� @ iyyD�� NA'OTm D A(\ N yyr TOm ODaaD i c'xOU NNXmN Z m Tti Am N IPk@1~112 O P Z1 ON d ❑ "'N0. clearw°re- SITE # ID -6010104 ARCHITECTURE DESIGNS PLUS, P.A. Rf✓/BIONS DATE k 1855 E. LEIGH FIELD DR. ARCHITECTURE & REAL ESTATE PLANNING E ��� F u Q MERIDIAN IDAHO 83646 9 GLENN WALKER, AIA OVERALL SIT PLAN 11505 N FAIRIIEM AVE OFFICE (208) 377-3365 BOISE. IBA. 11111 FAX(208) 377-3268 O d b' -O" NE16HT In 0 I" CROWN NO - ^011 N®Nm > p•A ONO nOND yANpV n P NN D p@ O Y m _ o o ° E%STIN 50D 31 mD 04 ZA 4 U N O O O " • $ NO R£V/BIONS DATE clearw re�' ARCHITECTURE a ISM"R11E. m� n ° SITE # ID -6010104 DESIGNS PLUS P.A. 'r� M�T n N ' o - 1855 E. LEIGH FIELD DR. ARCHITECTURE & REAL ESTATE PLANNING IYI s_ p r 1 £ = g MERIDIAN, IDAHO 83648 GLENN WALKER, ALA11606 F FAIRVIEW AVE LLL v LANDSCAPE PLAN & DETAILS BOISE, IDAHO B37i3 OFFICE, (208) 377--3M • a §y x clearw're® ARCHITECTURE z SITE # ID-BO10104 DESIGNS PLUS, P.A. s FM �I. y W 1855 E, LEIGH FIELD DR. ARCHITECTURE & REAL ESTATE LANNING I a ll r £ u p MERIDIAN, IDAHO 83646 GLENN WALKER. AIA n v ANTENNA DETAILS 11505 w rAIIIIII AVE OFFICE (208) 377-3365 O s BOISE. 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MERIDIAN, IDAHO 83646 TITLE SHEET ARCHITECTURE a REAL ESTATE PLANNING GLENN Al—WAIA 11605 W FAIRVIR AVE 377 3365 (208)377 3268 BOISE. IDAHO 83 13 FAXC) p a a v a - g No RevisioNs oars \ �q clearw re® HITECTURE I� � SITE # ID-BO10104 0 1855 E. LEIGH FIELD DR. DESIGNS PLUS, P.A.-s.�HI. -� ARCHITECTURE & REAL ESTATE PLANNING. RN O 2u ? MERIDIAN, IDAHO 83646 GLENN WALKER, AIA s v OVERALL SITE PLAN eo°ise"". IDAHO 83 /3 FAX. (208) 377-32268 a D � DOp D>-� 2A u R �a oa - > y�N O NAD N z A� K Z �O J S LOCUST GROVE Rp. l C SW i O k k i C Tp Up P R >/ f'" MERIDIAN TECHNICAL D CHARTER wsH scHnoL V m MERIDIAN MEDICAL ARTS > D D 7 mrn CHARTER HIGH 5CHOOL _ x kp Olm k U xy� y O U Z 1 IIIt�IIIlllilll IIIIIIIII�@ rl m z u O ill N i m � 1111111111111111 IIIIIIIIIII ® I _ I � � P — m0 O �Oy �mr _ DDO y py P ZNp O� 0 c a v a - g No RevisioNs oars \ �q clearw re® HITECTURE I� � SITE # ID-BO10104 0 1855 E. LEIGH FIELD DR. DESIGNS PLUS, P.A.-s.�HI. -� ARCHITECTURE & REAL ESTATE PLANNING. RN O 2u ? 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ARCNrrECTURE & REAL ESTATE PLANNING I e C —. £'r_ `g MERIDIAN, IDAHO 83646 GLENN WALKER. ALA v A CESS 11605 W, FAIRVIEff AVE OFFICEL / PLAN BOISE. IDAHO 83713 FAX, (68)397'3 68 O a rl Ah | a .��O�.§■{� 2� ov || ° 2M2C|earw*e- ARCHITECTURE E#DBo,oDESIGNS PLUSP.A. ;!! MERIDIAN ID AseARCHITECTURE REAL a »|mmELMH BEWo asP,%^ IAVE°.mom_ GT a e;mm /\§\ . � z - > Y � /- . D§(� *� kms§ e& > ° ,: z ~ , A - ! ! / § _� d \ )74&§ - �� / ) w4\ \ E�� ! | \ O" TOP Or PROPOSED STEALTH P : ) /« VERIFY RAM CENTER OF ® —' ul �__«ma _v §. §){ul } § §( m w >- \ ^ /�®§2 %. \■. )/§ . \. §} /\ > 4q G0 {2{�Ci I u 61 | a .��O�.§■{� 2� ov || ° 2M2C|earw*e- ARCHITECTURE E#DBo,oDESIGNS PLUSP.A. ;!! MERIDIAN ID AseARCHITECTURE REAL a »|mmELMH BEWo asP,%^ IAVE°.mom_ GT a e;mm /\§\ i A 9 O � p • N0. R£V/BIONS DATE �0z clearer re° ARCHITECTURER�� �- 9P\ 'D SITE * ID-BO10104 DESIGNS PLUS P.A. 4wz ' F T -TI 9" N' 1855 ER E. LEIGH FIELD DR. ARCHITECTURE & REAL ESTATE PLANNING �� i � -3365 E Q MERIDIAN IDAHO 83646 CLENN WALKER. ALA OFFIL v LANDSCAPE PLAN & DETAILS eo00LSE", IDAHO 83713 FAX C(208)13]]3268 a b'-0' MEI6 T A VP y �n ND O N m; " GROWN N N A. J�._6. v��- — D L-- n a o D m m o m x D r rC— AD. mmpm NNN �N� AZNp OApA y AD a� D uN D a� A� D� �n Nn v D A i A 9 O � p • N0. R£V/BIONS DATE �0z clearer re° ARCHITECTURER�� �- 9P\ 'D SITE * ID-BO10104 DESIGNS PLUS P.A. 4wz ' F T -TI 9" N' 1855 ER E. LEIGH FIELD DR. ARCHITECTURE & REAL ESTATE PLANNING �� i � -3365 E Q MERIDIAN IDAHO 83646 CLENN WALKER. ALA OFFIL v LANDSCAPE PLAN & DETAILS eo00LSE", IDAHO 83713 FAX C(208)13]]3268 a a a ! )§�c|earWre^ ARCH}TECTU� S `^ ® MM\lTE# �SDs mo DESIGNS ���5 �.�. § } 2« E JGHFE� U vRARCHITECTURE & REAL ES % ,2 �E�iN�,roHomse a at�avt,Sm La =q� > z o E I @ z > m 42 m 0 --- \ ] 0 > &&6!¥7 / - q f�&�/& z > z ) > > - >Z > / ( M� @ m § Lw::::::��J\ \ - - . 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REVISIONS c1- arw• re® ARCHITECTURE a �\ D a SITE # ID—BO10104° DESIGNS PLUS P.A. 1855 E. LEIGH FIELD DR. ARCHITECTURE & REAL ESTATE PLANNING p Eur MERIDIAN, IDAHO 83646 GLENN WALKER. AIA s _ GROUND EQUIPMENT DETAILS BOISE". IDAHO 83713 OFFICE (208) 377-3268 a a a e o'- Ho aewsmNs nnra � z clearw re° ARCHITECTURE vis— ;m z .. , SITE * ID -13010104 1. 1855 E. LEIGH FIELD DR. DESIGNS PLUS, P.A. RM ARCHITECTURE & REAL ESTATE PLANNING I Q r (] O FNP MERIDIAN IDAHO 83646 GLENN WALKER. ALA GROUNDING PLAN & DETAILS corse"". ioAti 83713 cnx` zoaj a7T-azss > w > oc: ohms oz Zm n n sp��« NyD YJ �o NNN f�,• C /^� �yT' A 6 Or prm Z C "L A U� .4IP °10Oy OEppO CoA NA6 v NON �mp 20, �Cz €n ANpay NAA X05 -i z � O O - 3 v� v A v D o -_ lliIlllli �' fZl� p m 71— iiI—I;� 'j NN D Pp�Z A o O o � O \ OIT '_� j\. 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LEIGH FIELD DR. DESIGNS PLUS, P.A. RM ARCHITECTURE & REAL ESTATE PLANNING I Q r (] O FNP MERIDIAN IDAHO 83646 GLENN WALKER. ALA GROUNDING PLAN & DETAILS corse"". ioAti 83713 cnx` zoaj a7T-azss > CLEAR June 16, 2010 Meridian Planning Department 33 East Broadway Avenue, Suite 210 Meridian, ID 83642 RE: Conditional Use Permit Application —1855 East Leigh Field Drive FAA Requirement Dear Staff: Pursuant to review with the TOWAIR Determination, FAA filings are not required for this site. The Determination is attached for your review. This application does not require FAA Approval. Please let me know if there are any questions regarding this item. Sincerely, Jason S. Evans Project Manager Clearwire US LLC 104 N. Milwaukee Road Boise, ID 83704 (208) 866-7725 - Office (208) 441-5836 - Fax TOWAIR Search Results Page 1 of 1 TOWAIR Determination Results *** NOTICE *** TOWAIR's findings are not definitive or binding, and we cannot guarantee that the data in TOWAIR are fully current and accurate. In some instances, TOWAIR may yield results that differ from application of the criteria set out in 47 C.F.R. Section 17.7 and 14 C.F.R. Section 77.13. A positive finding by TOWAIR recommending notification should be given considerable weight. On the other hand, a finding by TOWAIR recommending either for or against notification is not conclusive. It is the responsibility of each ASR participant to exercise due diligence to determine if it must coordinate its structure with the FAA. TOWAIR is only one tool designed to assist ASR participants in exercising this due diligence, and further investigation may be necessary to determine if FAA coordination is appropriate. DETERMINATION Results Structure does not require registration. There are no airports within 8 kilometers (5 miles) of the coordinates you provided. Your Specifications NAD83 Coordinates Latitude Longitude Measurements (Meters) Overall Structure Height (AGL) Support Structure Height (AGL) Site Elevation (AMSL) Structure Type 43-38-22.3 north 116-22-15.5 west 25.9 24.4 795.5 TOWER - Free standing or Guyed Structure used for Communications Purposes Tower Construction Notifications Notify Tribes and Historic Preservation Officers of your plans to build a tower. http://wireless2.fcc.gov/UlsApp/AsrSearch/towairResult jsp?printable 6/16/2010 uu= CLEAR June 16, 2010 Meridian Planning Department 33 East Broadway Avenue, Suite 210 Meridian, ID 83642 RE: Conditional Use Permit Application —1855 East Leigh Field Drive Letter of Intent — Tower Owner Dear Staff: Pursuant to the Wireless Telecommunications Ordinance for the City of Meridian, Clearwire is stating its intent to allow the shared use of the tower as required. If additional users request additional space on the tower, Clearwire will make its best effort to allow the shared use as long as it does not interfere with Clearwire's network and system. Clearwire will make all reasonable efforts to add additional equipment to the proposed tower. Please let me know if there are any questions regarding this item. Sincerely, ja--r�w-elti Jason S. Evans Project Manager Clearwire US LLC 104 N. Milwaukee Road Boise, ID 83704 (208) 866-7725 - Office (208) 441-5836 - Fax • L PRIVATE AND CONFIDENTIAL June 16, 2010 City of Meridian Planning Department 33 East Broadway Ave. Suite 210 Meridian, ID 83642 Dear Staff: CJ Pursuant to the City of Meridian's Wireless Telecommunications Ordinance, I am stating that the proposed changes to the following sites/properties will be in compliance with the FCC standards regarding radiation frequency. The sites in specific consideration are: ID -13010 104 — Meridian Charter School Clearwire will be replacing the existing antennas with new Quad pole antennas as well as adding Motorola DAP heads. Please let me know if you have any questions regarding this matter. Best Regards; Thomas Tran RF Manager clearw°re I M: (206) 321-2877 1475120th St NE j Bellevue, WA 98005 Clearwire —104 North Milwaukee Road Boise, ID 83704 — Tel (208) 344-3594 or Fax (208) 441-5836 • ` ; U • P O BOX 3850 SALEM, OR 97302 Local: 503-763-0114 Toll Free: 877-900-6789 Fax: 503-763-6280 STRUCTURAL CALCULATIONS for 80' STEALTH MONOPOLE Prepared For: CLEARWM March 23, 2010 SteeWead Job No. S032961 • 0 —10 DESIGNED APPURTENANCE LOADING TYPE ELEVATION I TYPE I ELEVATION 1.8D :MT4$62fi1WMAr4enna 885 . jMT-4s5A25KMAnWna :710 i ;MTA1WQ25W*IArAWm is" ..... ...... . . ees 'Mobrda :78S Ifiotwft DAP Vx Mobards DAP Vx 1885 DAP Vx i Mdorft DAP Vx12r 7=63 Dkm PAA ms ...... .... lob 4 -- I 2.0 it 3: 1 I I AAM4rOb DAP Vx17U JKIObS4010054 ,89.8887 :2r Drim. Red= �175 _.jKWveh84010054163.6867 — --------- �Ka1Mdn 84010064 73.8057 iKativaInS,1010054- Kodmidn801005411.1,6W AadamebaftpWe 80 ........ .... Katnln84010054 :73AW 1 ParKin UUM iftS ... . ....... . P4*m base pkft J710 TP4110ng Light 128.5 ArOnne --resT MATERIAL STRENGTH GRADE I IFY FU GRADE _L FY Fu I A5$8-35 135 kd 163 kM TOWER DESIGN NOTES 1. Tower is located In Ads County, Idaho. 2. Tower designed for Exposure B to the TIA-222-G Standard. 3. Tower designed for a 90 mph basic wind In accordance with the TIA-222-G Standard. 4. Tower is also designed for a 40 mph basic wind with 0.25 In Ice. ll is considered to increase in thickness with height 5. Deflections are based upon a 80 mph wind. 6. Tower Structure Class If. 7. Topographic Category I with Crest Height of V 8. Weld together tower sections have flange connections. 9. Connections use galvanized A325 bolts, nuts and looking devices. Installation per TiAtEIA-222 and AISC Specifications. 10. Tower members are'hot dipped' galvanized In accordance with ASTM A123 and ASTM A153 Standards. 11. W" are fabricated with ER -70S-6 electrodes. 12 Base Plate: 1 112' Thick x 30" Square A36 13. Anchor Rods; (4) 2* Diameter x 72* (60 Embedment) Long F1554 Gr 55 14. TOWER RATING: 75.1% L-6An, (= Foe- w 00 7- Fwft AVPA(- ALL REAC77ONS ARE FACTORED AML 9166 1b ENT SMEAR MOM 09 1b i 428584 TOROUE260-ft 40 mph WIND - 0.2500 In ICE AML 8490 1b SHEAR MOMENT 3402 lb TORQUE 1821b -If REACTIONS - 90 mph WIND w4d Meted& Fab, LLC. 'mWright Stireet w-sofrov 3958 Boone Road SE P""18"t 80'Steafth ffq2" Salem, OR 97317 Cult Clearwire Drawnbr. Phone; (503) 76MI 14 TIA-222-G o4'�031 . .......... . 410 ft ......... . . 2.0 it 3: 1 I I AAM4rOb DAP Vx17U JKIObS4010054 ,89.8887 :2r Drim. Red= �175 _.jKWveh84010054163.6867 — --------- �Ka1Mdn 84010064 73.8057 iKativaInS,1010054- Kodmidn801005411.1,6W AadamebaftpWe 80 ........ .... Katnln84010054 :73AW 1 ParKin UUM iftS ... . ....... . P4*m base pkft J710 TP4110ng Light 128.5 ArOnne --resT MATERIAL STRENGTH GRADE I IFY FU GRADE _L FY Fu I A5$8-35 135 kd 163 kM TOWER DESIGN NOTES 1. Tower is located In Ads County, Idaho. 2. Tower designed for Exposure B to the TIA-222-G Standard. 3. Tower designed for a 90 mph basic wind In accordance with the TIA-222-G Standard. 4. Tower is also designed for a 40 mph basic wind with 0.25 In Ice. ll is considered to increase in thickness with height 5. Deflections are based upon a 80 mph wind. 6. Tower Structure Class If. 7. Topographic Category I with Crest Height of V 8. Weld together tower sections have flange connections. 9. Connections use galvanized A325 bolts, nuts and looking devices. Installation per TiAtEIA-222 and AISC Specifications. 10. Tower members are'hot dipped' galvanized In accordance with ASTM A123 and ASTM A153 Standards. 11. W" are fabricated with ER -70S-6 electrodes. 12 Base Plate: 1 112' Thick x 30" Square A36 13. Anchor Rods; (4) 2* Diameter x 72* (60 Embedment) Long F1554 Gr 55 14. TOWER RATING: 75.1% L-6An, (= Foe- w 00 7- Fwft AVPA(- ALL REAC77ONS ARE FACTORED AML 9166 1b ENT SMEAR MOM 09 1b i 428584 TOROUE260-ft 40 mph WIND - 0.2500 In ICE AML 8490 1b SHEAR MOMENT 3402 lb TORQUE 1821b -If REACTIONS - 90 mph WIND w4d Meted& Fab, LLC. 'mWright Stireet w-sofrov 3958 Boone Road SE P""18"t 80'Steafth ffq2" Salem, OR 97317 Cult Clearwire Drawnbr. Phone; (503) 76MI 14 TIA-222-G o4'�031 SATower Wright Street ID-BO1082 Page1 of 18 Proleet 80 Stealth Monopole Date 17:05:13 03(22/10 Steelhead Metal & Fab, L.L.C. 3958 Boone Road SE Salem. OR 97317 Client Designed by Phone: (503) 763-0114 FAX. (503) 763-6280 Clearwire Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Ada County, Idaho. Basic wind speed of 90 mph. Structure Class II. Exposure Category B. Topographic Category 1. Crest Height 0`. Nominal ice thickness of 0.2500 in. Ice thickness is considered to increase with height. Ice density of 56 pc£ A wind speed of 40 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 60 mph. Weld together tower sections have flange connections.. Connections use galvanized A325 bolts, nuts and locking devices. Installation per TFA/EIA-222 and RISC Specifications.. 'lower members are "hot dipped" galvanized in accordance with ASTM A 123 and ASTM A153 Standards.. Welds are fabricated with ER -70S-6 electrodes.. Base Plate: 1 1/2" Thick x 30" Square A36. Anchor Rods: (4) 2" Diameter x 72" (64" Embedment) Long F1554 Gr 55. A non-linear (P -delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination Options Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KIJr Retension Guys To Initial Tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients Project Wind Area of Appurt. Autocalc Torque Atm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Treat Feedline Bundles As Cylinder Use ASCE 10 X -Brace Ly Rules 4 Calculate Redundant Bracing Forms Ignore Redundant Members in FSA d SR Leg Bolts Resist Compression 4 All Leg Panels Have Same Allowable Offset Girt At Foundation Consider Feediine Torque d Include Angle Block Shear Check Poles . Include Shear -Torsion hiteraction Always Use Sub -Critical Flow Use Top Mounted Sockets Pole Section Geometry Q SATo1� er Wright Street ID-BO1082 Page 2 of 18 Steelhead Metal & Fab, LLC 3958 Boone Road SE Project 80' Stealth Monopole Date 17:05:13 03/22/10 Client Designed by Salem, OR 97317 Phone. (503) 763-0114 FAX. (503) 763-6280 Clearwire 70'-60' Section Elevation Section Pole Pole Socket Length Length Size Grade ft Ll 80'-70' 10' P5x.258 A53 -B-35 Area Thickness Af Factor Anchor bolt grade Stitch Bolt Stitch Bolt Anchor bolt size (35 ksi) L2 70'-60' 10' P5x.258 A53-13-35 Diagonals Horizontals ft in Base plate grade (35 ksi) L3 60'110' 20' P26x.312 A53-13-35 1 1 1.04 26.1250 in L3 60'-40' (35 ksi) LA 40'-2' 38' P26x.312 A53 -B-35 0.00 (35 ksi) Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Anchor bolt grade Stitch Bolt Stitch Bolt Anchor bolt size (per face) A, Number of bolts Spacing Spacing Embedment length 64.0000 in f. Diagonals Horizontals ft in Base plate grade in in _ Ll 80'-70' 1 1 1.04 32.0000 in L2 70'-60' 1 1 1.04 26.1250 in L3 60'-40' 1 1 1.04 Plain Plate I -A 40'-2' L 1 1.04 0.00 Monopole Base Plate Data Base Plate Data Face Base plate is square J Base plate is grouted Total Anchor bolt grade F1554-55 Anchor bolt size 2.0000 in Number of bolts 4 Embedment length 64.0000 in f. 4 ksi Grout space 3.0000 in Base plate grade A36 Base piste thickness 15000 in Bolt circle diameter 32.0000 in Outer diameter 30.0000 in Inner diameter 26.1250 in Corner clippled 2.0000 in Base plate type Plain Plate Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CA Weight or Shield Type Number Lex 11a/jl klf_- ---- H15-50 (7/8 AIR) C No Inside Pole 789" - 2' 2 No Ice 0.00 0.00 1/2" Ice 0.00 0.00 HJ5-50 (7/8 AIR) C No Inside Pole 756" - 2' 6 No Ice 0.00 0.00 1/2" ice 0.00 0.00 H15-50 (718 AIR) C No Inside Pole 71'6" - 2' 6 No Ice 0.00 0.00 I/2" Ice 0.00 0.00 HJ4-50 (112 AIR) C No Inside Pole 42'- 2' 4 No Ice 0.00 0.00 1/2" Ice 0.00 0.00 SATower Tower Pegs AR Wright Street ID-BO1082 of 18 Steelhead Metal & Fab, L.L.C. Project Date 3958 Boone Road SE 80' Stealth Monopole 17:05:13 03/22/10 Salem, OR 97317 Client Designed by Phone: (503) 763-0114 Clearwire ft FAX: (503) 763-6280 fiz A' Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Section Elevation C In Face Out Face In Face Out Face in fta ft fta fiz A' ft, It, lb Ll 80'-70' A 0.000 0.000 0.000 0.000 0.00 0.000 0.000 B 0.000 0.000 0.000 0.000 0.00 0.000 32.13 C 0.000 0.000 0.000 0.000 32.13 L2 70'-60' A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 75.60 L3 60'-40' A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 15320 1.4 40'-2' A 0.000 0.000 0:000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 325.28 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness 0.000 C In Face Out Face 0.000 ft Leg in fta ftz fta ft, Ib Ll 80'-70' A 0.543 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 32.13 L2 70'-60' A 0.535 0.000 B 0.000 C 0.000 L3 60'-40' A 0.521 0.000 B 0.000 C 0.000 L4 40'-2' A 0.478 0.000 B 0.000 C 0.000 0.000 0.000 0.000 0.00 0.000 0.000 0.000 0.00 0.000 0.000 0.000 75.60 0.000 0.000 0.000 0.00 0.000 0.000 0.000 0.00 0.000 0.000 0.000 153.20 0.000 0.000 0.000 0.00 0.000 0.000 0.000 0.00 0.000 0.000 0.000 325.28 Shielding Factor Ka Tower Feed Line Description Feed lane K. K. Section Record No, I Segment Elev. No Ice Ice Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft, ,Jia lb .11 . SATower J Wright Street ID-BO1082 Page4 of 18 Steelhead Metal & Fab, LLC. 3958 Boone Road SE project 80 Stealth Monopole Date 17:05:13 03/22/10 Salem, OR 97317 Phone: (503)763-0114 FAX: (503) 763-6280 client Clearwire signed by �� Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Hort Aoustment Front Side Leg Lateral Vert ft ft fit ft2 lb >f ft Top radome cap C None 0.0000 80' No Ice 0.00 0.00 125.00 12" Ice 0.00 0.00 100.00 26" Diam. Radome C None 0.0000 75' No Ice 17.33 17.33 44.00 12" Ice 17.88 17.88 227.79 Kathrein 84010054 A From Face 1.00 0.0000 73'8-1/32" No Ice 0.00 0.00 35.00 0' 1/2" Ice 0.00 0.00 0.00 0' Kathrein 84010054 B From Face 1.00 0.0000 73'8-1/32" No Ice 0.00 0.00 35.00 0' l2" Ice 0.00 0.00 0.00 0' Kathrein 84010054 C From Face 1.00 0.0000 73'8-1/32" No Ice 0.00 0.00 35.00 0' 1/2" Ice 0.00 0.00 0.00 0' Motorola DAP Vx A From Face 0.25 0.0000 766" No Ice 0.00 0.00 45.00 0' 112" Ice 0.00 0.00 0.00 0' Motorola DAP Vx B From Face 0.25 0.0000 76'6" No Ice 0.00 0.00 45.00 0' 1/2" Ice 0.00 0.00 0.00 0' Motorola DAP Vx C From Face 0.25 0.0000 766" No ke 0.00 0.00 45.00 0' 1/2" Ice 0.00 0.00 0.00 0' Radome base plate C None 0.0000 70' No Ice 0.00 0.00 125.00 12" Ice 0.00 0.00 0.00 ParKing Light A From Face 2.00 0.0000 28'6" No Ice 1.94 2.43 20.00 0' 1/2" Ice 2.14 2.66 52.60 0' ParKing Light B From Face 2.00 0.0000 28'6" No Ice 1.94 2.43 20.00 0' 12" Ice 2.14 2.66 52.60 0' MT-485025/NVH Antenna A From Face 0.25 0.0000 78'6" No Ice 0.00 0.00 5.51 . 0' 12" Ice 0.00 0.00 0.00 a MT-485025/NVH Antenna B From Face 0.25 0.0000 786" No ke 0.00 0.00 5.51 0' 12" Icc 0.00 0.00 0.00 a MT-485025/NVH Antenna C From Face 0.25 0.0000 78'6" No Ice 0.00 0.00 5.51 0' 12" Ice 0.00 0.00 0.00 0' Kathrein 84010054 A From Face 1.00 0.0000 63'8-1/32" No Ice 0.00 0.00 35.00 0' 12" Ice 0.00 0.00 0.00 0' Kathrein 84010054 B From Face 1.00 0.0000 63'8-1/32" No ice 0.00 0.00 35.00 0' 1/2" Ice 0.00 0.00 0.00 0' Kathrein 84010054 C From Face 1.00 0.0000 63'8-1/32" No Ice 0.00 0.00 35.00 V 12" Ice 0.00 0.00 0.00 0' Motorola DAY Vx A From lace 0.25 0.0000 66'6" No ke 0.00 0.00 45.00 0' 12" Ice 0.00 0.00 0.00 0' Motorola DAP Vx B From Face 0.25 0.0000 66'6" No Ice 0.00 0.00 45.00 0' 12" Ice 0.00 0.00 0.00 0' Motorola DAP Vx C From Face 0.25 0.0000 66'6" No lee 0.00 0.00 45.00 9 12" Ice 0.00 0.00 0.00 0' us. RISATower J Wright Street ID-BO1082 Page5 of 18 Steelhead Metal & Fab, L.L.C. 3958 Boone Road SE Project 80' Stealth Monopole Date 17:05:13 03/22/10 Salem, OR 97317 client Designed by Phone: (503) 763-0114 FAX (503) 763-6280 Clearwire or Description Face Offset Offsets: Azimuth Placement 686" No Ice CAAA CAAA Weight o' or Type Horz Adjustment 0' 4.636 Front Side 4.636 MT1185025/NVH Antenna C From Face 0.25 0.0000 Leg 0.00 Lateral 5.51 0' 112" Ice 0.00 0.00 0.00 0' 4.636 c Vert 0.000 0.000 Face Face C 0.000 ft o ft 0.000 ft fry 1.2 70'-60' 1b 0.874 17 4.636 ft 0.000 4.636 4.636 100.00 0.000 0.000 Radome base plate C None t 0.0000 60' No Ice 0.00 0.00 125.00 0.000 0.000 0.000 5.540 100.00 1/2" Ice 0.00 0.00 0.00 MT-485025/NVH Antenna A From Face 0.25 0.0000 68'6" No Ire 0.00 0.00 5.51 0.000 43.333 43.333 0' 0.000 0.000 112" Ice 0.00 0.00 0.00 0' z Kz qt Ps Aa MT-485025/NVH Antenna B From Face 0.25 0.0000 686" No Ice 0.00 0.00 5.51 o' 1/2" Ice 0.00 0.00 0.00 0' 4.636 A 0.000 4.636 MT1185025/NVH Antenna C From Face 0.25 0.0000 68'6" No Ice 0.00 0.00 5.51 0' 112" Ice 0.00 0.00 0.00 0' 4.636 c 100.00 0.000 26" Diam. Radome C None 0.0000 65' No Ice 17.33 17.33 44.00 1/2" Ice 17.88 17.88 227.79 Tower Pressures - No Ice G„ =1.100 Section Elevation tft z Kz qt Ps Aa I F a c e Ar AR At,, tz Leg % CAA., In Face CAAA Out Face 1-180'-70' 75' 0.91 18 4.636 A 0.000 4.636 4.636 100.00 0.000 0.000 in Out B 0.000 4.636 c 100.00 0.000 0.000 Face Face C 0.000 4.636 100.00 0.000 0.000 1.2 70'-60' 65' 0.874 17 4.636 A 0.000 4.636 4.636 100.00 0.000 0.000 5.540 5.540 100.00 0.000 0.000 B 0.000 4.636 100.00 0.000 0.000 0.000 5.540 100.00 0.000 C 0.000 4.636 100.00 0.000 0.000 1.3 60'-40' 50' 0.811 16 43.333 A 0.000 43.333 43.333 100.00 0.000 0.000 5.528 A 0.000 5.528 5.528 B 0.000 43.333 100.00 0.000 0.000 C 0.000 43.333 100.00 0.000 0.000 L4 40'-2' 21'318" 0.7 14 82.333 A 0.000 82.333 82.333 100.00 0.000 0.000 B 0.000 82.333 100.00 0.000 0.000 C 0.000 82.333 100.00 0,000 0.000 Tower Pressure - With Ice Gy =1.160 Section z Kz q= tz Ac F AF AR Am, Leg GAA.4 CAAA Elevation a % in Out c Face Face in a e L180'-70' 75' 0.91 4 0.5428 5.540 A 0.000 5.540 5.540 100.00 0.000 0.000 B 0.000 5.540 100.00 0.000 0.000 C 0.000 5.540 100.00 0.000 0.000 L2 70'-60' 65' 0.874 3 0.5351 5.528 A 0.000 5.528 5.528 100.00 0.000 0.000 Em ISATow r � Wright Street ID-BO1082 Page6 of 18 Project 80' Stealth Monopole Date 17:05:13 03/22/10 Steelhead Metal & Fab, L.L.C. 3958 Boone Road SE Salem. OR 97317 Phone: (503)763-0114 FAX: (503) 763-6280 Client Ciearwire Designed by JJ Section z Kz q= rz Aa F AF AR Arg Leg C*4A C" Elevation 0.91 7 4.636 A 0.000 a 4.636 100.00 0.000 % In Out B 0.000 4.636 c 100.00 0.000 0.000 Face Face C Psf in 0.965 e 0.000 0.000 L2 7010' 65' 0.874 7 4.636 A 0.000 4.636 4.636 100.00 B 0.000 5.528 4.636 100.00 0.000 0.000 B 0.000 4.636 B 100.00 0.000 C 0.000 5.528 4.636 100.00 0.000 0.000 L3 60'-40' SO' 0.811 3 0.5212 45.071 A 0.000 45.071 45.071 100.00 0.000 0.000 43.333 43.333 100.00 0.000 0.000 0.6 B 0.000 45.071 43.333 100.00 0.000 0.000 100.00 0.000 0.000 1 0.6 C 0.000 45.071 C WHO 0.000 0.000 L4 40'-2' 21'3/8" 0.7 3 0.4780 85.360 A 0.000 85.3601 85.360 100.00 0.000 0.000 0.000 1 3386.00 A 1 0.6 B 0.000 85.360 82.333 100.00 0.000 0.000 0.000 B 1 0.6 C 0.000 85.360 82.333 100.00 0.000 0.000 Tower Pressure - Service Gy = ueo Section Elevation z Kz q= Ac F a c e AF ft, AR ft2 Ar:s ft,tz Leg % CAAA In Face CAAA Out Face L180'-70' 75' 0.91 7 4.636 A 0.000 4.636 4.636 100.00 0.000 0.000 0.01 C B 0.000 4.636 100.00 0.000 0.000 C 0.000 4.636 0.965 100.00 0.000 0.000 L2 7010' 65' 0.874 7 4.636 A 0.000 4.636 4.636 100.00 0.000 0.000 1 4.636 86.42 0.01 C B 0.000 4.636 B 100.00 0.000 0.000 1 1 4.636 C 0.000 4.636 100.00 0.000 0.000 L3 60'-40' 50' 0.811 6 43.333 A 0.000 43.333 43.333 100.00 0.000 0.000 0.6 16 1 1 43.333 B 0.000 43.333 100.00 0.000 0.000 1 0.6 I 1 C 0.000 43.333 100.00 0.000 0.000 14 40'-2' 21'3/8" 0.7 5 82.333 A 0.000 82.333 82.333 100.00 0.000 0.000 3386.00 A 1 0.6 14 B 0.000 82.333 751.41 100.00 0.000 0.000 B 1 0.6 C 0.000 82.333 82.333 100.00 0.000 0.000 Tower Forces - No Ice - Wind Normal To Face Section Elevation r Add Weight Ib Self Weight Ib F a c a e CF q= Psf DF DR AE ft, F lb w lel Ctrl. Face L180'-70' 32.13 152.17 A t 0.965 18 l 1 4.636 88.21 0.01 C B 1 0.965 1 1 4.636 C 1 0.965 1 1 4.636 L2 70'-60' 75.60 152.17 A 1 0.985 17 1 1 4.636 86.42 0.01 C B 1 0.985 1 1 4.636 C 1 0.985 t 1 4.636 L3 60'-40' I53.20 1782.11 A 1 0.6 16 1 1 43.333 456.74 0.02 C B 1 0.6 I 1 43.333 C 1 0.6 1 1 43.333 L4 40'-2' 325.28 3386.00 A 1 0.6 14 1 1 82.333 751.41 0.02 C B 1 0.6 1 1 82.333 C 1 0.6 1 1 82.333 Sum Weight: 586.21 5472.44 OTM 48103.86 1382.78 Ib -ft O R p Towed l� Wright Street ID -801082 Page 7 of 18 Steelhead Metal & Fab, LLC 3958 Boone Road SE Project 80' Stealth Monopole Date 17:05:13 03122/10 Salem, OR 97317 Phone: (503)763-0114 (503) 763-6280 Client Clearwire Designed by J,;FAX: Tower Forces - No Ice - Wind 60 To Face Section Elevation ft Add Weight Ib Self Weight lb F a a e CF qL psl DF DR AF ? F lb w kl Ctrl. Face Ll 80'-70' 32.13 152.17 A 1 0.965 is 1 1 4.636 88.21 0.01 C B 1 0.965 psf 1 1 4.636 t (G !b C 1 0.965 1 1 4.636 lb kl L2 70'-60' 75.60 152.17 A 1 0.985 17 1 1 4.636 86.42 0.01 C B 1 0.985 1 1 4.636 C 1 0.985 1 1 4.636 L3 60'-40' 153.20 1792.11 A 1 0.6 16 1 1 43.333 456.74 0.02 C B 1 0.6 1 1 43.333 C l 0.6 1 1 43.333 L4 40'-2' 32528 3386.00 A 1 0.6 14 1 1 82.333 751.41 0.02 C B 1 0.6 1 1 82.333 C 1 0.6 1 1 82.333 Sum Weight: 58621 5472.44 OTM 48103.86 1382.78 Ib -ft Tower Forces - No Ice - Wind 90 To Face Section Elevation Add Weight 1b Self Weight lb Fe a c a e CF q; psf Dr• DR AR F lb w kl Ctrl. Face L180'-70' 32.13 152.17 A 1 0.965 18 1 1 4.636 88.21 0.01 C B 1 0.965 psf 1 1 4.636 t (G !b C 1 0.965 l 1 4.636 lb kl L2 70'-60' 75.60 152.17 A 1 0.985 17 1 1 4.636 86.42 0.01 C B 1 0.985 1 1 4.636 C l 0.985 1 1 4.636 L3 60'-40' 153.20 1782.11 A 1 0.6 16 1 1 43.333 456.74 0.02 C B 1 0.6 1 1 43.333 C 1 0.6 1 1 43.333 L4 40'-2' 325.28 3386.00 A 1 0.6 14 1 1 82.333 751.41 0.02 C B 1 0.6 1 1 82.333 C 1 0.6 1 1 82.333 Sum Weight: 586.21 5472.44 OTM 48103.86 1382.78 [b -ft Tower Forces - With Ice - Wind Normal To Face section Add Sefffe e CF y: DF DR Ag F w Ctrl. Elevation Weight Weight Face psf t (G !b ? lb kl LI 80'-70' 32.13 192.66 A 1 1.2 4 1 1 5.5401 25.90 0.00 C Page .ISATower J Wright Street ID -801082 8 of 18 Steelhead Metal & Fab, L.L.C. Project oats 3958 Boone Road SE 80 Stealth Monopole 17:05:13 03/22/10 Salem, OR 97317 Client Designed by Phone: (503) 763-0114 Clearwire FAX. (503) 763-6280 Section Elevation ft Add Weight !b Self Weight Ib F a c e e CF q: psf DF DR AR F Ib w kl Ctrl. Face LI 80'-70' 32.13 192.66 B 1 1.2 4 1 1 5.540 25.90 0.00 C C 1 1.2 psf t 1 5.540 L2 70'-60' 75.60 192.03 A 1 1.2 3 1 1 5.528 24.81 0.00 C L2 70'-60' 75.60 192.03 B 1 1.2 3 1 1 5.528 24.81 0.00 C C 1 1.2 1 1 5.528 L3 60'-40' 15320 2119.87 A 1 1.2 3 1 1 45.071 187.67 0.01 C L3 69-49 15320 2119.87 B 1 1.2 3 1 1 45.071 187.67 0.01 C C 1 1.2 1 1 45.071 L4 40'-2' 325.28 3973.54 A 1 12 3 1 1 85.360 307.77 0.01 C L4 40'-2' 325.28 3973.54 B 1 1.2 3 1 1 85.360 307.77 0.01 C C 1 1.2 1 1 85.360 Sum Weight: 586.21 6478.€0 C 1 1.2 1 OTM 18317.95 546.15 Sum Weight: 586.21 6478.10 OTM lb -ft 546.15 Tower Forces - With Ice - Wind 60 To Face Section Elevation ft Add Weight Ib Self Weight Ib F aFace c a e CF I q: I psf DF De AE fZ F !b w Ctrl. LI 80'-70' 32.13 192.66 A I 1.2 4 1 1 5.540 25.90 0.00 C B 1 1.2 psf 1 1 5.540 r !b Ib C 1 1.2 1 1 5.540 !b kl L2 70'-60' 75.60 192.03 A 1 1.2 3 1 1 5.528 24.81 0.00 C B 1 1.2 I I 5.528 C 1 1.2 1 1 5.528 L3 69-49 15320 2119.87 A 1 1.2 3 f 1 45.071 187.67 0.01 C B 1 1.2 1 1 45.071 C 1 1.2 1 1 45.071 L4 40'-2' 325.28 3973.54 A 1 1.2 3 1 1 85.360 307.77 0.01 C B 1 1.2 1 1 85.360 C 1 1.2 1 1 85.360 Sum Weight: 586.21 6478.10 OTM 18317.95 546.15 ib -ft Tower Forces - With Ice - Wind 90 To Face Section Add Self F e CF qz DF DR Ae F w Ctrl. Elevation Weight Weight a Face c psf r !b Ib a !b kl L180'-70' 32.13 192.66 A 1 1.2 4 1 1 5.540 25.90 0.00 C B 1 12 1 1 5.540 C 1 1.2 1 1 5.540 L2 70'-60' 75.60 192.03 A l 1.2 3 I 1 5.528 24.81 0.00 C B 1 1.2 1 1 5.528 C 1 1.2 1 1 5.528 L3 60'40' 153.20 2119.87 A 1 1.2 3 1 1 45.071 187.67 0.01 C B 1 l2 1 1 45.071 RISAT wer 4 Wright Street ID-BO1082 Page 9 of 18 ProjectDate 80f Stealth Monopole 17:05:13 03/2211 0 Steelhead Metal & Fab, LLC. 3958 Boone Road SE Salem, OR 97317 Phone: (503)763-0114 FAX: (503) 763-6280 client Clearwire Designed by Section Add Self F e CF q, DF DR AF. F w Ctrl. Elevation Weight Weight a 1 1.2 7 1 1 4.636 43.63 0.00 Face c 1 1.2 Psf l 1 4.636 ft lb lb a 1 1.2 1 1 tz lb kif L2 70'-60' 75.60 152.17 C 1 1.2 7 1 1 45.071 41.89 0.00 C L4 40'-2' 325.28 3973.54 A l 1.2 3 1 1 85.360 307.77 0.01 C B 1 1.2 1 1 85.360 L3 60'-40' 153.20 1782.11 C 1 1.2 6 1 1 85.360 181.63 0.01 C Sum Weight: 586.21 6478.10 B 1 0.6 1 OTM 18317.95 546.15 C t 0.6 1 1 It' -ft Tower Forces - Service - Wind Normal To Face Section Elevation t Add Weight lb Self Weight ib F a c a e CF q: Psf I DF De AsF Ib w kif Ctrl. Face L180'-70' 32.13 152.17 A 1 1.2 7 1 1 4.636 43.63 0.00 C B 1 1.2 l 1 4.636 C 1 1.2 1 1 4.636 L2 70'-60' 75.60 152.17 A 1 1.2 7 1 1 4.636 41.89 0.00 C B 1 1.2 1 1 4.636 C l 1.2 1 1 4.636 L3 60'-40' 153.20 1782.11 A 1 0.6 6 1 1 43.333 181.63 0.01 C B 1 0.6 1 1 43.333 C t 0.6 1 1 43.333 L4 40'-2' 325.28 3386.00 A 1 0.6 5 1 l 82.333 298.81 0.01 C B 1 0.6 1 t 82.333 C 1 0.6 1 1 82.333 Sum Weight: 586.21 5472.44 OTM 20227.35 565.95 1b ft Tower Forces - Service - Wind 60 To Face Section Elevation i Add Weight lb Self Weight lb F a a e CF q= Ps' DF DR As F lb w k! Ctrl. Face L180'-70' 32.13 152.17 A 1 1.2 7 1 1 4.636 43.63 0.00 C B 1 1.2 1 1 4.636 C 1 1.2 1 1 4.636 L2 79-60' 75.60 152.17 A 1 1.2 7 1 1 4.636 41.89 0.00 C B 1 1.2 l 1 4.636 C 1 1.2 1 1 4.636 L3 60'-40' 153.20 1782.11 A 1 0.6 6 1 1 43.333 181.63 0.01 C B 1 0.6 1 1 43.333 C 1 0.6 1 1 43.333 IA 40'-2' 325.28 3386.00 A 1 0.6 5 1 1 82.333 298.81 0.01 C B t 0.6 1 1 82.333 C 1 0.6 1 1 82.333 Sum Weight: 586.21 5472.44 OTM 20227.35 565.95 lh-ft SO S ATower � Wright Street ID-BO1082 Page10 of 18 Steelhead Metal & Fab, L.L.C. 3958 Boone Road SE Project 80' Steafth Monopole Date 17:05:13 03/22/10 Salem, OR 97317 Client Designed by Phone: (503) 763.0114 FAX. (503) 763-6280 Clearwire 11 Tower Forces - Service - Wind 90 To Face section Elevation t Add Weight lb Self Weight lb F a c a e CF q; Psf DF DR As ft, F lb w k Ctrl. Face L180'-70' 32.13 152.17 A 1 1.2 7 t 1 4.636 43.63 0.00 C 0.910 18 17.33 B 1 12 35.00 1 1 4.636 0.906 18 0.00 0.00 Kathrein84010054 60.0000 C 1 1.2 73'8-1/32" 1 1 4.636 0.00 Kathrein 840100.54 180.0000 L2 70'-60' 75.60 152.17 A 1 1.2 7 1 1 4.636 41.89 0.00 C 766" 0.915 18 B 1 1.2 60.0000 1 1 4.636 766" 0.915 18 0.00 0.00 Motorola DAP Vx C 1 1.2 5-3/4" 1 l 4.636 0.00 0.00 Radome base plate L3 60'-40' 153.20 1782.11 A 1 0.6 6 1 1 43.333 181.63 0.01 C -1'6- 286" 0.700 B 1 0.6 l l 43.333 15/32" C 1 0.6 2'8-02" 1 1 43.333 14 1.94 2.43 L4 40'-2' 325.28 3386.00 A 1 0.6 5 1 1 82.333 298.81 0.01 C -5-1/32" -2-7/8" 78'6" B 1 0.6 0.00 1 1 82333 C 1 0.6 5.51 1 1 82.333 0.922 18 0.00 Sutra Weight: 586.21 5472.44 OTM 20227.35 565.95 MT-485025INVH 180.0000 5.51 0' 5-3/4" 78'6" 0.922 18 0.00 0.00 Antenna Ib -ft Discrete Appurtenance Pressures - No Ice G,f=1.Ien Desctfption Aiming Azimuth ° Weight lb OfJ:'sets Offset; z K, q, CAAc Front CAAc Side Top tadome cap 0.0000 125.00 a 0' 80' 0.927 18 0.00 0.00 26" Diam. Radome 0.0000 44.00 0' 0' 75' 0.910 18 17.33 17.33 Kathrein 84010054 300.0000 35.00 -127/32" -7-7/16" 73'8-1/32" 0.906 18 0.00 0.00 Kathrein84010054 60.0000 35.00 127/32" -7-7/16" 73'8-1/32" 0.906 18 0.00 0.00 Kathrein 840100.54 180.0000 35.00 V 12-3/4" 73'8-1/32" 0.906 18 0.00 0.00 Motorola DAP Vx 300.0000 45.00 -5-1/32" -2-7/8" 766" 0.915 18 0.00 0.00 Motorola DAP Vx 60.0000 45.00 5-1/32" -2-7/8" 766" 0.915 18 0.00 0.00 Motorola DAP Vx 180.0000 45.00 0' 5-3/4" 766" 0.915 18 0.00 0.00 Radome base plate 0.0000 125.00 0' 0' 70' 0.892 18 0.00 0.00 ParKing Light 300.0000 20.00 -2'8-1/32" -1'6- 286" 0.700 14 1.94 2.43 15/32" ParKing Light 60.0000 20.00 2'8-02" -1'6- 286" 0.700 14 1.94 2.43 15/32" MT-485025/NVH 300.0000 5.51 -5-1/32" -2-7/8" 78'6" 0.922 18 0.00 0.00 Antenna MT-485025/NVH 60.0000 5.51 5-1/32" -2-7/8" 7816" 0.922 18 0.00 0.00 Antenna MT-485025INVH 180.0000 5.51 0' 5-3/4" 78'6" 0.922 18 0.00 0.00 Antenna Kathrein 84010054 300.0000 35.00 -1'27/32" -7-7/16" 63'8-1/32" 0.869 17 0.00 0.00 Kathrem 84010054 60.0000 35.00 1'27/32" -7-7/16" 63'8-1/32" 0.869 17 0.00 0.00 Kathrein 84010054 180.0000 35.00 9 1'2-3/4" 63'8-1/32" 0.869 17 0.00 0.00 Motorola DAP Vx 300.0000 45.00 -5-1/32" -2-7/8" 666" 0.880 17 0.00 0.00 Motorola DAP Vx 60.0000 45.00 5-1/32" -2-7/8" 666" 0.880 17 0.00 0.00 Motorola DAP Vx 180.0000 45.00 0' 5-3/4" 66'6" 0.880 17 0.00 0.00 Radome base plate 0.0000 125.000' 0' 60' 0.854 17 0.00 0.00 MT-485025/NVH 300.0000 5.51 -S Iri2" -2-78" 68'6" 0.887 17 0.00 0.00 Antenna Description d Page rower Wright Street ID-BO1082 11 of 18 ProlectDate q: PSf Steelhead Metal & Fab, LLC. 3958 Boone Road SE 801 Stealth Monopole 17:05:13 03/22/10 Salem, OR 97317 Client Designed by Phone: (503) 763-0114 ClearWlre �� FAX. • (503) 763-6280 0.00 Antenna Description Aiming Azimuth ° Weight lb Offsets ft offset, ft z ft K, q: PSf CAAc Front CAAc Side MT-485025/NVH 60.0000 5.51 5-1/32" -2-7/8" 68'6" 0.887 17 0.00 0.00 Antenna 05463 26" Diam. Radom 0.0000 243.51 0' 0' 75' 0.910 4 MT-485025/NVH 180.0000 5.51 0' 5-3/4" 686" 0.887 17 0.00 0.00 Antenna 0.00 0.00 0.5418 Kathrein 84010054 60.0000 0.00 (27/32" -7-7116" 738-1/32" 26" Diam. Radom 0.000044.00 0.00 0' 0' 65' 0.874 17 17.33 17.33 738-1/32" Sum 1016.06 0.00 0.00 0.5418 Motorola DAP Vx 300.0000 0.00 -5-1/32" -2-7/8" Weight: 0.915 4 0.00 0.00 0.5439 Motorola DAP Vx 60.0000 0.00 Discrete Appurtenance Pressures -With Ice Gy=1.100 Description Aiming Azimuth ° Weight lb Offsetx Offs er.- z t K. q: CAAc Front CAAc Side t: in Top radome cap 0.0000 100.00 0' 0' 80' 0.927 4 0.00 0.00 05463 26" Diam. Radom 0.0000 243.51 0' 0' 75' 0.910 4 17.92 17.92 0.5428 Kathrein 84010054 300.0000 0.00 -1'27/32" -7-7/16" 73'8-1/32" 0.906 4 0.00 0.00 0.5418 Kathrein 84010054 60.0000 0.00 (27/32" -7-7116" 738-1/32" 0.906 4 0.00 0.00 0.5418 Kathrein 84010054 180.0000 0.00 V 12-3/4" 738-1/32" 0.906 4 0.00 0.00 0.5418 Motorola DAP Vx 300.0000 0.00 -5-1/32" -2-7/8" 76'6" 0.915 4 0.00 0.00 0.5439 Motorola DAP Vx 60.0000 0.00 5-1/32" -2-7/8" 766" 0.915 4 0.00 0.00 0.5439 Motorola DAP Vx 180.0000 0.00 V 5-3/4" 766" 0.915 4 0.00 0.00 0.5439 Radom base plate 0.0000 0.00 0' b' 70' 0.892 3 0.00 0.00 0.5390 ParKing Light 300.0000 52.13 -2'8-1/32" -116- 286" 0.700 3 2.14 2.66 0.4927 15/32" ParKing Light 60.0000 52.13 2'8-1/32" -1'6- 28'6" 0.700 3 2.14 2.66 0.4927 15/32" MT-485025/NVH 300.0000 0.00 -5-1/32" -2-7/8" 78'6" 0.922 4 0.00 0.00 0.5453 Antenna MT485025/NVH 60.0000 0.00 5-1/32" -2-7/8" 78'6" 0.922 4 0.00 0.00 0.5453 Antenna MT-485025/NVH 180.0000 0.00 0' 5-3/4" 78'6" 0.922 4 0.00 0.00 0.5453 Antenna Kathrein 84010054 300.0000 0.00 -1'27/32" -7-7/16" 63'8-1/32" 0.869 3 0.00 0.00 0.5340 Kathrein 84010054 60.0000 0.00 1'27/32" -7-7/16" 638-1/32" 0.869 3 0.00 0.00 0.5340 Kad rein 84010054 180.0000 0.00 0' 12-3/4" 63'8-1/32" 0.869 3 0.00 0.00 0.5340 Motorola DAP Vx 300.0000 0.00 -5-1/32" -2-7/8" 666" 0.880 3 0.00 0.00 0.5363 Motorola DAP Vx 60.0000 0.00 5-1/32" -2-78" 666" 0.880 3 0.00 0.00 0.5363 Motorola DAP Vx 180.0000 0.00 0' 5-3/4" 666" 0.880 3 0.00 0.00 0.5363 Radom base plate 0.0000 0.00 a 0' 60' 0.854 3 0.00 0.00 0.5308 MT485025/NVH 300.0000 0.00 -5-1/32" -2-7/8" 68'6" 0.887 3 0.00 0.00 0.5379 Antenna MT-485025/NVH 60.0000 0.00 5-1/32" -2-7/8" 68'6" 0.887 3 0.00 0.00 0.5379 Antenna MT-485025/NVH 180.0000 0.00 0' 5-3/4" 686" 0.887 3 0.00 0.00 0S379 Antenna 26" Diam. Radom 0.0000 240.68 0' a 65' 0.874 3 17.92 17.92 0.5351 Sum 688.45 Weight: Discrete Appurtenance Pressures -Service cq=,.,on Description Aiming Weight Offset, offset: 4 K q: CAAc CAAc Azimuth I Front I Side I °ibIft Top radome cap 0.0000 125.00 yj 80'1 0.9271 71 0.001 0.00 R SA Tower JdW Wright Street ID -601082 12 of 18 Project 80' Stealth Monopole Date 17:05:13 03/22/10 Steelhead Metal & Fab, L.L.C. 3958 Boone Road SE Salem. OR 97317 Client Designed by Phone: (503)763-0114 FAX. {503) 763-6280 ClearWire �J Description Aiming Azimuth Weight Offset, Offset, z K= q, CAAc Front CAAc Side 26" Diam. Radome 0.0000 44.00 0' 0' 75' 0.910 7 17.33 17.33 Kathrein 84010054 300.0000 35.00 -1'27/32" -7-7/16" 73'8-1/32" 0.906 7 0.00 0.00 Kathrein 84010054 60.0000 35.00 1'27/32" -7-7/16" 73'8-1/32" 0.906 7 0.00 0.00 Kathrein 84010054 180.0000 35.00 0' 17-3/4" 73'8-1/32" 0.906 7 0.00 0.00 Motorola DAP Vx 300.0000 45.00 -5-1/32" -2-718" 766" 0.915 7 0.00 0.00 Motorola DAP Vx 60.0000 45.00 5-1/32" -2-7/8" 766" 0.915 7 0.00 0.00 Motorola DAP Vx 180.0000 45.00 0' 5-3/4" 76'6" 0.915 7 0.00 0.00 Radome base plate 0.0000 125.00 a 4' 70' 0.892 7 0.00 0.00 ParKing Light 300.0000 20.00 -2'8-1/32" -1'6- 28'6" 0.700 5 1.94 2.43 698.91 0.00 -160.72 -28058.91 15/32" Wind 180 deg - Ice 0.00 698.91 27898.19 ParKing Ught 60.0000 20.00 2'8-1/32" -116- 28'6" 0.700 5 1.94 2.43 0.00 -861.73 -39212.38 15/32" 0.00 Wind 90 deg - Service 861.73 0.00 MT-485025/NVH 300.0000 5.51 -5-1/32" -2-7/8" 786" 0.922 7 0.00 0.00 Antenna MT-485025/NVH 60.0000 5.51 5-1/32" -2-7/8" 786" 0.922 7 0.00 0.00 Antenna MT485025/NVH 180.0000 5.51 0' 5-3/4" 786" 0.922 7 0.00 0.00 Antenna Kathrem 84010054 300.0000 35.00 -1'27/32" -7-7/16" 638-1132" 0.869 7 0.00 0.00 Kathrein 84010054 60.0000 35.00 1'27/32" -7-7116" 63'8-1/32" 0.869 7 0.00 0.00 Kathrein 84010054 180.0000 35.00 0' 12-3/4" 63'8-1/32" 0.869 7 0.00 0.00 Motorola DAP Vx 300.0000 45.00 -5-1/32" -2-7/8" 66'6" 0.880 7 0.00 0.00 Motorola DAP Vx 60.0000 45.00 5-1/32" -2-7/8" 666" 0.880 7 0.00 0.00 Motorola DAP Vx 180.0000 45.00 0' 5-3/4" 66'6" 0.880 7 0.00 0.00 Radome base plate 0.0000 125.00 0' 0' 60' 0.854 7 0.00 0.00 MT-485025/NVH 300.0000 5.51 -5-1/32" -2-7/8" 6816" 0.887 7 0.00 0.00 Antenna MT-485025/NVH 60.0000 5.51 5-1/32" -2-7/8" 687 0.887 7 0.00 0.00 Antenna MT-485025/NVH 180.0000 5.51 0' 5-3/4" 686" 0.887 7 0.00 0.00 Antenna 26" Diam. Radome 0.0000 44.00 0' 0' 65' 0.874 7 17.33 17.33 Sum 1016.06 Weight: Force Totals Loud vertical Sum of Sum of Sum cef Sum of Sum of Torques Case Forces Forces Forces Overturning Overturning X Z Moments, Mx Moments, M, ib lb lb lb- lb- lb - Leg Weight 5472.44 Bracing Weight 0.00 Total Member Self -Weight 5472.44 -01.67 0.00 Total Weight 7074.71 -61.67 0.00 Wind 0 deg - No Ice O.00 -2126.56 -95752.21 0.00 0.00 Wind 90 deg - No Ice 2126.56 0.00 61.67 -95690.55 -113.65 Wind 180 deg - No Ice 0.00 2126.56 95628.88 0.00 0.00 Member Ice '005. 66 FANNEM Total Weight Ice 7752.76 -160.72 0.00 Wind 0 deg -Ice 0.00 698.91 28219.63 0.00 0.00 Wind 90 deg - Ice 698.91 0.00 -160.72 -28058.91 -24.54 Wind 180 deg - Ice 0.00 698.91 27898.19 0.00 0.00 Total Weight 7074.71 -61.67 0.00 INEEM Wind 0 deg - Service 0.00 -861.73 -39212.38 0.00 0.00 Wind 90 deg - Service 861.73 0.00 -61.67 -39150.71 -45.19 Wind 180 de Service 0.00 861.73 39089.04 0.00 0.00 SATower Wright Street ID-BO1082 Page 13 of 18 project 80' Steafth Monopole Date 17:05:13 03/22/10 Steelhead Metal & Fab, LLC. 3958 Boone Road SE Salem, OR 97317 Client Designed by Phone: (503) 763-0114 FAX: (503) 763-6280 Clearwire JJ Load Combinations Comb. Description No. 1 Dead Only 2 12 Dead+1.6 Wind 0 deg - No Ice 3 0.9 Dead+l.6 Wind 0 deg - No Ice 4 1.2 Dead+1_6 Wind 90 deg - No Ice 5 0.9 Dead+1.6 Wind 90 deg - No Ice 6 1.2 Dead+1.6 Wind 180 deg -No Ice 7 0.9 Dead+1.6 Wind 180 deg - No Ice 8 1.2 Dead+1.0 Ice+1.0 Temp 9 i2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 10 1.2 Dead+1.0 Wind 90 deg+l.0 Ice+1.0 Temp 11 1.2 Dead+l.0 Wind 180 deg+1.0 Ice+1.0 Temp 12 Dead+Wind 0 deg - Service 13 Dead+Wind 90 deg - Service 14 Dead+Wind 180 deg - Service Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type 2 Load 0.00 Moment Moment 4 -0.00 Comb. lb lb;a lb -ft Ll 80-70 Pole Max Tension 2 0.01 0.00 -0.00 -3969.31 -48987.18 1.15 Max. Compression 6 -705.54 0.00 -3615.08 Max. Vy 4 2117.54 Max. Mx 4 -705.53 -3615.10 0.08 0.00 48987.52 Max. Torque Max. My 2 -70553 0.00 3615.12 1 0.00 0.00 Max. Vy 4 714.83 -3615.10 0.08 173.08 Max. Mx 4 Max. Vx 2 -714.84 0.00 3615.12 -8488.46 0.00 155292.72 Max. Torque 4 3404.99 -155217.72 -0.00 L2 70-60 Pole Max Tension 1 0.00 0.00 0.00 182.20 Max. Compression 6 -1498.64 0.00 -14112.17 Max. Mx 4 -1498.63 -1411225 0.28 Max. My 2 -1498.62 0.00 14112.33 Max. Vy 4 1370.16 -14112.25 0.28 Max. Vx 2 -1370.17 0.00 14112.33 Max. Torque 4 -0.00 L3 60-40 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 8 -4014.37 0.00 0.01 Max. Mx 4 -3969.31 -48987.18 1.15 Max. My 2 -3969.30 0.00 48987.52 Max. Vy 4 2117.54 -48987.18 1.15 Max. Vx 2 -2117.55 0.00 48987.52 Max. Torque 4 -0.01 L4 40-2 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 8 -9167.70 0.00 173.08 Max. Mx 4 -8488.47 -155217.72 75.00 Max. My 2 -8488.46 0.00 155292.72 Max. Vy 4 3404.99 -155217.72 75.00 Max. Vx 2 -3404.99 0.00 155292.72 Max. Torque 4 182.20 IN SATowe 'Page Wright Street ID -801082 14 of 18 Project 80' Stealth Monopole Date 17:05:13 03/22/10 Stedhead Metal & Fab, LLC. 3958 Boone Road SE Salem, OR 97317 Client Designed by Phone: (503) 763-0114 FAX: (503) 763-6280 Clearwire 14 Maximum Reactions Location Condition Gov. Load Comb. Vertical lb Horizontal, X lb Horizontal, Z lb Pole Max. Vert 8 9167.70 0.00 0.00 Max. HR 14 7074.71 0.00 -861.29 Max. H. 3 6367.24 0.00 3402.17 Max. M, 2 155292.72 0.00 3402.04 Max. M. 4 155217.72 -3402.04 0.00 Max. Torsion 4 182.19 -3402.04 0.00 Min. Vert 3 6367.24 0.00 3402.17 Min. H, 5 6367.24 -3402.17 0.00 Min. Hs 7 6367.24 0.00 -3402.17 Min. M, 6 -155142.73 0.00 -3402.04 Min. M, 1 0.00 0.00 0.00 Min. Torsion 1 0.00 0.00 0.00 Tower Mast Reaction Summar Load Vertical Shear, Shear; Overturning Overturning Torque Combination Load PX PY Moment, M, Momau, MZ PY PZ ib ib lb lb ft lb -ft lb ft Dead Only _ 7074.71 0.00 -0.00 -61.67 0.00 0-- 1.2 Dead+1.6 Wind 0 deg - No 8489.65 0.00 -3402.04 455292.72 0.00 0.00 Ice 0.00 8489.65 3402.04 0.005% 3 0.00 0.9 Dead+1.6 Wind 0 deg - No 6367.24 0.00 -3402.17 -154735.99 0.00 0.00 Ice -8489.66 0.00 -3402.04 8489.65 0.00 0.005% 1.2 Dead+1.6Wind 90 deg - No 8489.65 3402.04 -0.00 -74.98 -155217.72 -182.19 lee 0.9 Dead+1.6 Wind 90 deg - No 6367.24 3402.17 -0.00 -56.05 -154679.93 -182.10 Ice L2 Dead+1.6 Wind 180 deg - 8489.65 0.00 3402.04 155142.73 0.00 0.00 No Ice 0.9 Dead+1.6 Wind 180 deg - 6367.24 0.00 3402.17 154623.88 0.00 0.00 No Ice 1.2 Dead+1.01ce+l.0 Temp 9167.70 0.00 -0.00 -173.08 0.00 0.00 1.2 Dead+1.0 Wind 0 deg+1.0 9167.70 0.00 -698.78 -28584.46 0.00 0.00 Ice+1.0 Temp 1.2 Dm&1.0 Wind 90 deg+1.0 9167.70 698.78 0.00 -175.38 -28409.08 -24.70 Ice+1.0 Temp 12 Dead+1.0 Wind 180 9167.70 0.00 698.78 28233.70 0.00 0.00 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg - Service 7074.71 0.00 -861.29 -39643.43 0.00 0.00 Dead+Wind 90 deg - Service 7074.71 861.29 0.00 -62.34 -39581.09 -45.27 Dead+Wind 180 deg -Service 7074.71 0.00 861.29 39518.75 0.00 0.00 Solution Summa Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. lb lb Ib lb lb lb 1 0.00 -7074.71 0.00 0.00 7074.71 0.00 0.000% 2 0.00 -8489.66 -3402.50 0.00 8489.65 3402.04 0.005% 3 0.00 -6367.24 -3402.50 0.00 6367.24 3402.17 0.005% 4 3402.50 -8489.66 0.00 -3402.04 8489.65 0.00 0.005% �"_SAowe r 14W Wrigh# Street iD-601082 Page 15 of 18 Steelhead Metal & Fab, LLC. 3958 Boone Road SE Projeat 80' Stealth Monopole Date 17:05:13 03/22/10 Salem. OR 97317 Client Designed by Phone: (503) 763-0114 FAX: (503) 763-6280 Clearwire JJ Non -Linear Convergence Results Load Converged? Sum of Applied Forces Displacement Force Sum of Reactions No. of Cycles Load PX Py PZ PX Py PZ % Error Comb. lb lb lb Ib Ib lb 0.00000001 5 3402.50 -6367.24 0.00 -3402.17 6367.24 0.00 0.005% 6 0.00 -8489.66 3402.50 0.00 8489.65 -3402.04 0.005% 7 0.00 -6367.24 3402.50 0.00 6367.24 -3402.17 0.005% 8 0.00 -9167.70 0.00 0.00 9167.70 0.00 0.000% 9 0.00 -9167.70 -698.91 0.00 9167.70 698.78 0.001% 10 698.91 -9167.70 0.00 -698.78 9167.70 -0.00 0.001% 11 0.00 -9167.70 698.91 0.00 9167.70 -698.78 0.001% 12 0.00 -7074.71 -861.73 0.00 7074.71 861.29 0.006% 13 861.73 -7074.71 0.00 -861.29 7074.71 -0.00 0.006% 14 0.00 -7074.71 861.73 0.00 7074.71 -861.29 0.006% Non -Linear Convergence Results Load Converged? Number Displacement Force Combination No. of Cycles Tolerance Tolerance I Yes 6 0.00000001 0.00000001 2 Yes 13 0.00000001 0.00009095 3 Yes 13 0.00000001 0.00008353 4 Yes 13 0.00000001 0.00009388 5 Yes 13 0.00000001 0.00008622 6 Yes 13 0.00000001 0.00009089 7 Yes 13 0.00000001 0.00008349 8 Yes 6 0.00000001 0.00000001 9 Yes 12 0.00000001 0.00011890 t0 Yes 12 0.00000001 0.00011836 t I Yes l2 0.00000001 0.00011781 12 Yes I1 0.00000001 0.00009723 13 Yes I1 0.00000001 0.00009724 14 Yes 11 0.00000001 0.00009705 Maximum Tower Deflections - Service Wind Section Elevation Hort. Gov. Tilt Twist No. Deflection Load ft in Comb. Comb. ° L3 80-70 3.261 12 0.5946 0.0000 L2 70-60 2.036 12 0.5464 0.0000 L3 60-40 1.215 12 0.1522 0.0000 L4 40-2 0.614 12 0.1307 0.0000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature At Comb. in oft 80' Top radoine cap 12 3.261 0.5946 0.0002 4826 78'6" MT-485025/NVH Antenna 12 3.065 0.6033 0.0002 4826 766" Motorola DAP Vx 12 2.807 0.6110 0.0002 4826 RISATower Appurtenance Page Deflection Wright Street ID -801082 16 of 18 Steelhead Metal & Fab, LLC. Project Date 3958 Boone Road SE 80' Stealth Monopole 17:05:13 03/22/10 Salem, OR 97317 client Designed by Phone: (503) 763-0114 Clearwire in FAX. (503) 7636280 80-70 ft Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Allowable Deflection Load Bolts Ratio Ratio Curvature h Comb. Comb. in Ll 80-70 ft 75' 26" Diam. Radome l2 2.617 0.6111 0.0002 4826 73'8-1/32" Kathrein 84010054 12 2.454 0.6052 0.0002 3820 70' Radome base plate 12 2.036 0.5464 0.0002 2661 68'6" MT-485025/NVH Antenna 12 1.882 0.5000 0.0002 2539 666" Motorola DAP Vx 12 1.695 0.4222 0.0002 2523 65' 26" Diam. Radome 12 1.567 0.3570 0.0002 2564 63'8-1/32" Kathrein 84010054 12 1.462 0.2979 0.0002 2609 60' Radome base plate 1.2 1.215 0.1522 0.0002 2823 28'6" ParKing Light 12 0.431 0.1799 0.0002 439184 Maximum Tower Deflections - Design Wind Section Elevation Hort Gov. Tilt Tavist No. Allowable Deflection Load Bolts Ratio Ratio R in Comb. Comb. ° Ll 80-70 12.657 2 2.2983 0.0000 L2 70-60 7.920 2 2.1135 0.0000 L3 60-40 4.742 2 0.5930 0.0000 L4 40-2 2.398 2 0.5 L00 0.0000 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Allowable Allowable Load Bolts Ratio Ratio Curvature .ft Comb. in oft Stiffener 80' Top radome cap 2 12.657 2.2983 0.0009 1255 78'6" MT-485025/NVH Antenna 2 11.900 2.3320 0.0009 1255 76'6" Motorola DAP Vx 2 10.901 23622 0.0009 1255 75' 26" Diann. Radorne 2 10.169 2.3628 0.0009 1255 73'8-1/32" Kathrein 84010054 2 9.536 2.3400 0.0009 994 70' Radome base plate 2 7.920 2.1135 0.0009 692 68'6" MT-485025/NVH Antenna 2 7.326 1.9345 0.0009 660 66'6" Motorola DAP Vx 2 6.601 1.6345 0.0009 656 65' 26" Diam. Radome 2 6.105 1.3833 0.0009 666 63'8-1/32" Kathrein 84010054 2 5.699 1.1550 0.0009 678 60' Radome base plate 2 4.742 0.5930 0.0009 733 28'6" ParKingUght 2 1.683 0.6988 0.0007 142323 Base Plate Design Data Plate Number Anchor Bolt Actual Actual Actual Actual Controlling Critical Thickness of Anchor Size Allowable Allowable Allowable Allowable Condition Ratio Bolts Ratio Ratio Ratio Ratio Bolt Concrete Plate Stiffener Tension Stress Stress Stress Ib ksi ksi ksi Fn SATow r qW Page Wright Street ID -801082 17 of 18 Steelhead Metal & Fab, LLC. Project Date 3958 Boone Road SE 80 Stealth Monopole 17:05:13 03/22/10 Salem, OR 97317 Client Designed by Phone: (503) 763-0114 Clearwlre JJ FAX: (503) 763-6280 Stress lb Plate Number Anchor Bolt Actual Actual Actual Actual Controlling Critical Thickness of Anchor Size Allowable Allowable Allowable Allowable Condition Ratio Bolts Ratia Ratio Ratio Ratio Bolt Concrete Plate Stiffener Tension Stress Stress Stress lb ksi ksi ksi 15000 4 2.0000 43708.00 0.958 13.123 Plate 0.41 4.080 32.400 0.33 0.23 0.41 T..- (3a LT Com ressfon Checks 0 Pole Bending Design Data Section Elevation Size Pole Design Data Ratio M,ry W" Ratio No. V. MM To M,,,, jl lb ft lb -ft Ratio Section Elevation Size L L„ KI1r A P. 3615.13 No. 0.190 0.00 19074.92 0.000 L2 70-60(2) Pe 14112.33 ft 0.740 ft ft int lb lb +p - LI 80-70(l) P5x.258 19 a 0.0 4.2999 -705.53 135446.00 0.005 L2 70-60(2) P5x.258 10, 0, 0.0 4.2999 -1498.62 135446.00 0.011 L3 60-40(3) P26x.312 20, 0, 0.0 25.1788 -3969.30 793132.00 0.005 L4 40-2(4) P26x.312 38' a, 0.0 25.1788 -8488.46 793132.00 0.011 Pole Bending Design Data Section Elevation Size M,u W. Ratio M,ry W" Ratio No. V. MM To M,,,, jl lb ft lb -ft Ovy 1b ft lb -ti WO, Ll 80-70(l) P5x.258 3615.13 19074.92 0.190 0.00 19074.92 0.000 L2 70-60(2) P5x.258 14112.33 19074.92 0.740 0.00 19074.92 0.000 L3 60-40(3) P26012 48987.50 505750.83 0.097 0.00 505750.83 0.000 L4 40-2(4) P26x.312 155292.50 505750.83 0.307 0.00 505750.83 0.000 Pole Shear Design Data Section Elevation Size Actual OV„ Ratio Actual OT, Ratio No. V. V„ To Ta ft lb lb *V� lb ft 16 JI OT. L1 80-70(1) P5x.258 714.84 67722.90 0.01I 0.00 28618.17 0.000 L2 70-60(2) P5x.258 1370.17 67722.90 0.020 0.00 28618.17 0.000 0 60-40(3) P26012 2117.55 396566.00 0.005 0.00 838850.00 0.000 L4 40-2(4) P26x.312 3404.99 396566.00 0.009 0.00 838850.00 0.000 Pole Interaction Design Data RMTOWerPage Ratio Ratio Ratio Rado Wright Street ID-601082 18 of 18 Project Date Steelhead Metal & Fab, L.L.C. 3958 Boone Road SE 80' Stealth Monopole 17:05:13 03/22/10 Salem, OR 97317 Chen! Deayned by Phone: (503)763-0114 Clearwire �� FAX: (503) 763-6280 Ratio Ratio Section Elevation Ratio Ratio Ratio Rado Ratio Comb. Allow. Criteria No. P. ma M,y V. T. Stress Stress it OP., WO V T. Ratio Ratio Ll 80-70(l) 0.005 0.190 0.000 0.011 0.000 0.195 V 1.000 4.8.2 L2 70-60(2) 0.011 0.740 0.000 0.020 0.000 0.751 ' 000 . 4.8.2 L3 60-40(3) 0.005 0.097 0.000 0.005 0.000 0.(02 1 000 . 4.8.2 L4 40-2(4) 0.011 0.307 0.000 0.009 0.000 0.318 1.000 4.8.2 Section Capacity Table Section Elevation Component Size Critical P OP,ek„ % Pass No. ft Type Element 1b lb Capacity Fail Ll 80-70 Pole P5x.258 1 -705.53 135446.00 19.5 Pass L2 70-60 Pole P5x.258 2 -1498.62 135446.00 75.1 Pass L3 60-40 Pole P26x.312 3 -3969.30 793132.00 10.2 Pass L4 40-2 Pole P26x.312 4 -8488.46 793132.00 31.8 Pass Summary Pole (1.2) 75.1 Pass Base Plate 40.5 Pass RATING= 75.1 Pass Program Version 5.4.1.3 - 2/10/2010 Ffle:K:/JESSEJ/Risa Tower/Poles-Slimline/ldaho Stealth W/80' Stealth Pole with Quad Pole Ant-eri 0 0 iv LU 0 TIA-222-G - 90 mph/40 mph 0.2500 In Ice Exposure B vx - vz r.,If 'ES, $0 FaCr*(L Global Mast Shear (lb) 0 PLA-�c bi-s.LowS Set pf. NIMMUM Values Mx - Mz wad Metal &Fab, L.L.C. 3958 Boone Road SE Salem, OR 97317 Phone: (503) 763-0114 Wright Street w-601082... Jct Lv. Stealth Monopole 4: CAearydre Drawn bir. jj Ap, is* v TIA-222-G ;Dahr.03f19/10 • ! 2'1 p ® clearwire Project No.: S032961 �+ 80 iL Slimilne Monopole Date: o3wto NUALLLC- Wright Street 1D -B01082 Page No.: BrEAfI� Flange Bolt Design: Flange Bolt Diameter, DFB =r 0.750 in. Flange Bolt Circle, DF_Bc = 22.0 , In. No. of Flange Bolts, n = 6 o.. W Flange Bolt Tensile Area, ABott = 0.442 in` Pipe Wall Thickness, two = 0.312 In. Maximum Shear Force per bolt, VFB_M. = VpOw/ n = 0.14 kips Maximum Tensile Force per bolt, T,,,, = 4 ' Mpa, / (n • BC) = 3.18 kips Allowable Tensile Stress, TW„o,,,, = 413 ` [(442 - (4.39 * Vps_Max)2 ]tom = 58.7 ksi Actual Tensile Stress = T. / Asp = 7.20 ksi Use: 6 - 3/4 in. 0 x 2 3/4 in. long ASTM A325 Bolts on a 221/2 in. 0 B.C. Spoked Reduction Flange Design ba Reactions at flange level: (60' AGL) 36.0 =� M"= 8.75 ft -kips (ASD) , MaaM V" = 0.81 kips (ASD) DAM Mast 5.63 in. Dpojg= 26.0 In. 1 ,1 Max Moment in Plate, Mpg = Tu " MA,,,, = Flange Bolt Design: Flange Bolt Diameter, DFB =r 0.750 in. Flange Bolt Circle, DF_Bc = 22.0 , In. No. of Flange Bolts, n = 6 o.. W Flange Bolt Tensile Area, ABott = 0.442 in` Pipe Wall Thickness, two = 0.312 In. Maximum Shear Force per bolt, VFB_M. = VpOw/ n = 0.14 kips Maximum Tensile Force per bolt, T,,,, = 4 ' Mpa, / (n • BC) = 3.18 kips Allowable Tensile Stress, TW„o,,,, = 413 ` [(442 - (4.39 * Vps_Max)2 ]tom = 58.7 ksi Actual Tensile Stress = T. / Asp = 7.20 ksi Use: 6 - 3/4 in. 0 x 2 3/4 in. long ASTM A325 Bolts on a 221/2 in. 0 B.C. Flange Plate Design: Flange Plate Yield Stress, Fy_Fp = 36.0 ksi Allowable bending stress, FB_Fp - 413' 0.75 ' Fy_Fp = 36.0 ksi Ant Nlast s Moment Arm, MA. = 4.29 in. Max Moment in Plate, Mpg = Tu " MA,,,, = 13.64 in -kips Range Bolt Effective Plate Width of Spoke, baB = 3.50 in. r/--.; -r .-Flange _.._" Minimum Req'd Section Modulus of Plate, SFp M� = _pp = Mpg / FB 0.38 in3 -Pde Use the minimum required plate section modulus and the effective plate width to determine the minimum plate thickness as follows: Section Modulus of Flange Plate, SFp = b,p ' d2/6 :. dMj, = [6' SFp_M;„ / bff ]'n = 0.81 in Use: 1/1 In, thick by 251/2 in. 0 ASTM A36 Flange Plates Weld Design: Minimum Weld Size (per ASD 9t' Ed., Table J2.4) = 0.3125 in. Allowable Weld Stress, FW = 4/3.70 ksi ' 0.3 = 28.0 ksi Upper Weld Section Modulus, Sw = 2 ' 1z " (Dpa10/2)` ' Weld Size = 15.56 in - Lower Weld Effective Area, Sk = 2 ' n " 0.707 . Weld Size ' Tpu = 2.65 in` Lower Weld Section Modulus, Sw = $AW * d = 33.64 in' Max. Weld Stress, fw = MFv,/S,N_mu, = 6.75 ksi (OI) Use: 1/3 in. fillet welds (E70XX Electrodes) P + 619.243.2750: F + 619.243.2749 wwwAFTranaparent.com Clearwire WSC Project No.: 3032961 8o ft Slimline Monopole Data: x3122/10 #IMMU, LLOO Wright Stmt I"OA082 Page No.: Internal Splice Design Reactions at flange level: (4275' AGL) Mp,4, = 30.63 ft -kips Vpd. = 1.32 kips Dpoie = 26.0 inches Flange Bolt Design: Flange Bolt Diameter, DFB = 0.875 lin. Flange BoltCkCle, DF SC = 22.5 lin. No. of Flange Bob, n = 8 ATens -- Flange Bolt Tensile Area, A9,k = Max Flange Bolt Circle, Dm, ec = Pipe Wall Thickness, twali = MArm heft. --- DPae --- . _ o.6ol in' 22.63 in. 0.312 Maximum Shear Force per bolt, VFs_mu = Vp j, / n = 0.17 kips Maximum Tensile Force per bolt, Tmex =4* Mpg / (n * BC) = 8.17 kips Allowable Tensile Stress, T,. = 4/,' J(442 - (4.39* VFe_r,.L,)2 = 58.7 ksj Actual Tensile Stress = Tm= / ABS, = 13.58 ksi Use: 8 - 7/8 in. O x 2 314 in. tong ASTM A325 Botts on a 22 1/2 In. 0 B.C. Flange Plate Design: Flange Plate Yield Stress, Fy_Fp = 36.0 ksi Allowable bending stress, FB w = 4/9 * 0.75 * Fy_Fp = 36.0 ksl Pipe Section Modulus, SPa,e = 7T(OD4 - IWY(32*OD) = 159.8 in' Max Pipe Wall Tension Stress, fb = MpdwZ" = 2.30 ksi Stress Block Area, AT,, = [(Dpat. - twgO * Tr / n) * tw>al = 3.15 in` Maximum Tension Force per Bolt, T = fb * AT n, = 7.24 kips DBC Moment Arm, MAm, = 1/2 * (Dpi -Dw) -'12 * tw, = 1.44 in. Moment at Bolt Circle, Mac =T * MAm, = 10.41 in -kips Minimum Req'd Section Modulus of Plate, SFp_hm = Mw, / Fa_Fp = 0.29 in° Effective Plate Width at Flange Bolt Circle, bff = Dee * 7r / n = 8.84 in. Use the minimum required plate section modulus and the effective plate width to determine the minimum plate thickness as follows: Section Modulus of Flange Plate, SFp = beft * d2/6 .. dM„ = V6 * SFP_m„ / bff = 0.44 inches Use: 3/4 in. thick by 26 In. 0 ASTM A36 Flange Plates P + 619.243.2750: F + 619.243.2749 Page 1 of 1 www.RFTransparent.com • • z3 P O BOX 3850 SALEM, OR 97302 Project No.: 32961 Local: 503-763-0114 Toll Free: 877-900-6789 Date: 3/22/2010 MEIAL&FAB, LLCm Fax: 503-763-6280 REM, Roma Project: Wright Street ID -B01082 Client: Clearwire Job#: S032961 SECTION ®:40 ft AGL PORT INFORMATION: Portwtdth, Wport = .5' in Port height, Hport = 8 in Number of ports = 2 ea Separation = 180. degrees POLE SHAFT LOADING Factored Moment (Mu) _ .14 ' ` Kip.ft Factored Weight (Wt„) _ 3.48 Kips PROPERTIES AT PORT LOCATION: Pole width across flats, Wpole = 25.8: in Pole thickness, t = 10.312 Jin Equivalent 0 = :.=:`26:00?`':':': in Net Unreinforced area, Au = 22.1 in2 Second moment of inertia. I = 1562 in4 Pole shaft stress at port fb = M * c/1 + Wt/A 1.54 ksi Design stress at ports Fb = 0.9 * Fy 31.50 ksi CONCLUSION: Fy = KSI (Factored Wt of Appurtances & Pole above Port) �,a�� G++a biv btu t1Y y : r P O BOX 3850 SALEM, OR 97302 Local: 503-763-0114 Toll Free: 877-900-6789 Fax: 503-763-6280 REINFORCED ACCESS PORT ANALYSIS (ONLY FOR 2 0 180) Project: Wright Street ID-BO1082 Client: Ciearwire Job#: S032961 SECTION 0: 2.34 ft AGL PORT INFORMATION: = 0.312 in Port material ksl = 35 ksi min Port width, Wport = 8 in Port height, Hport = .16 in Port depth, Dport = 6 in Port projection, Pport = 1 in Port thickness, Pport = 0:5 ` ` . in Number of ports = 2 ea Separation = 180:. degrees POLE SHAFT LOADING Factored Moment (Mu) =151: Kip.ft Factored Weight (Wtu) =1 8.33. Kips PROPERTIES AT PORT LOCATION: Pole width across flats, Wpole =25.8 in Pole thickness, t = 0.312 in Equivalent O = Reinforced area, Ar = 32.25 in2 Second moment of inertia, I = 2715 in4 Pale shaft stress at port tb = M * c/I + Wt/A 8.87 ksl Design stress at ports Fb = 0.9 * Fy w 31.50 ksi Project No.: 32961 Date: 3/22/2010 'C i4 5A " L Fes¢. 0 ) 0d n -T 0 0 C -215L P.O. Box 3650 - Salem, OR 97302 Local: 603.763.0114 * Toll Free: 877.900.6789 - Fax: 503.763.6280 www stee1headmetals com E-JAi "t� 2 f c vviN)pr"Tr onga M I -A, 0 v-.4 5, 10 t31S i %It i- Ab o-z— - ---------- . .... .... .... :st -9. - -------- ---- t IIS-rr - --- - ----- L . . . ........ .... M, A A • P O SOX 3850 SALEM. OR 97302 Local: 503.763-0114 Toll Free: 877-900-6789 Fax: 503-763-6280 Pile Embedment lay Shoot Pile Analysis -For level Ground Soils Report No. EVAINT 010022A by STRATA, Inc, dated 2/9/10 42" Diam. Pier Pile SH Project No.: 32961 Date: 3/18/2010 Pa = Allowable Passive Soil Pressure Q = Effective Passive Soil Pressure F = Applied Lateral Force H = Distance in feet from Ground Elevation soil to point of Force Application (Hff = M / F) h1 = Distance in feet from ground elevation to top of supporting soil (Resisting Surface) h2 = Pedestal ht. above Ground Line b = Width of Pile d = Required Depth of Pile Z = Distance in feet from top of effective passive soil to req'd depth d = d/2-F/Qd I = Isolation Factor (1.0 for Cohesive Soil, 1.5 for Cohesionless Soil) Lp = Total depth of Pile from Ground Elevation = d+h1 M = 97.04 ft -k (ASD) at base of Pole Pa = 446 pcf b = 3.5 it 1= 1.5 It Q = 2131.5 pcf F = 2126:25 # (ASD) H = 45.64 it, to top of Pedestal hl = It h2 = ft d = ft. Enter Assumed Values of d for Trial and Error Solution. LP min = IQ ft recommended per soils report or EOR Moments About Pt. B at Bottom of Pile for Determination of Pile Death Depth of Pile occurs where O.M. = R.M. - SumMPt.B=O= 0.0 d= 8.7 it Lp = 9.7 ft Design Depth Use: Lp = 10.0 ft Maximum Moment Occurs 0 .25(d+ht) M max = 108.0 ft -k LF = 1.6 Load Factor Mumax=l 172.84 ft -k Ifor Reinf. Design i -,- ......... _: 0 0 9 - 944 I , WaT vs.Z At P O BOX 3850 SALEM, OR 97302 Project No.: 32961 Local: 503-763-0114 Toll Free: 877-900-6789 Data: 3/18/2010 Fax: 503-763-6280 Pile Reinforcement Design Basis: 1. Whitney Equivalent Rectangular Column Method 2. Pier acts as Short Column in Pure Bending & complies w/ 2007 IBC 1810.1.2 Input Data: Pier Diameter Reinf. Circle Diameter Gross Area of Pier Equivalent Rect. Pier Depth Equivalent Rect. Pier Width Equivalent Pier Rebar Spacing Concrete Strength Vert. Rebar Yield Stress Factored Moment Load Factored Shear Load Effective Reinf. Depth Effective Gross Area [ACI 10.8.41 Longitudinal Reinforcement Re 'd: H = 42 in Ds = 34.13 in Ag = 1385.44 sq in .8H = 33.60 in Ag/.8H = 41.23 in 2/3 Ds = 22.75 in fc' = 4 ksi fy = 60 ksi -772.64 Mu = ft -k Vu = 13.4 k d = 28.18 in A'g = .5Ag = 692.72 sq in Rn = 70.41 psi SDCJ C Naicuraw = 0.0012 pmtn= p, a .d*1.33<=200/fy = 0.0016 Beam Pmin pi%= - _AJ 0.0214 PDesign = 0.0016 Ast req'd = p*b*d" 2 = 3.66 sq in -- Min. Ast iongit. req'd = pm,n p}," Ag = 3.46 sq in Vert Rebar Size Qty of Longit. Bars = 8 db = Diam. of Bar = 0.88 Pmin pi%= 0.0025 Pile j Amar = 3/4p,.1= 0.0214 PDesign = 0.0016 Ast req'd = p*b*d" 2 = 3.66 sq in -- Min. Ast iongit. req'd = pm,n p}," Ag = 3.46 sq in Vert Rebar Size Qty of Longit. Bars = 8 db = Diam. of Bar = 0.88 Ast provided= 4.81 (OK) Bar Spacing = 13.40 in o.c. Nominal Shear Capacity of Concrete: OV, = 0.85 " 2 " Vt'c x b - d = 125 k (Stirrups not req'd) Transverse Reinforcement Read: Use #4 Ties per ACI 10.8.4 Circular Tie (;; d .� Lp = 10 ft verucai Rd Top Lp = 10.5 ft Bottom Lp = -0.5 ft Circular Tie Dip = 29.70 in D'c = 23.70 in do = in fyt = 60 ksi Ast = 0.20 sq in s top 6.ou]in ps = 0.0054 Ps mi. at Top = 0.0040 (OK) Vertical Bars: 8 - #7 x 9.5 ft. Long A615 Gr. 60 Deformed Bars Spaced evenly within Circular Ties (- 13.4 inch o.c.) Horizontal Ties: USE: #4 - A615 Gr. 60 Circular Ties Spaced 6 in o.c. upper 10.5 ft, and 12 in o.c. remainder of Pier 00 ca -ib A,rjL-ha'2 rbok:r/ BAf� 2GSutTS �Cto t�1S Jw r- SEL t,*i -r )V --r 11t -0s,D 6 ftv, �I 32.0000 in 14 \1 c1 1) :, -7 S atS CLASS 8 a � Lo"G,-r ewt!> �,7t�c Wr�,Pt,Frz.c,T psi Co L kr FOUNDATION NOTES I . Plate thickness is 1.5000 in. 2. Plate grade is A36. 3. Anchor bolt grade is F1554-55. 4. Pc is 4 ksi. read Metal &Fab, LLC. low' Wright street 1 0-BOM2 3958 Boone Road SE rrgxc aoste®1rh Moreo�ole Cl*"'•D--by: Salem, OR 97317 Clearvvire .._..._.._..._=—..��_-.!---- Phone: (503) 763-0114 COda: TIA-222-0 ;08°B' 03/19/10 is— M I Oi O OI y: O: CY �; 0 M i f 'E 4 r- SEL t,*i -r )V --r 11t -0s,D 6 ftv, �I 32.0000 in 14 \1 c1 1) :, -7 S atS CLASS 8 a � Lo"G,-r ewt!> �,7t�c Wr�,Pt,Frz.c,T psi Co L kr FOUNDATION NOTES I . Plate thickness is 1.5000 in. 2. Plate grade is A36. 3. Anchor bolt grade is F1554-55. 4. Pc is 4 ksi. read Metal &Fab, LLC. low' Wright street 1 0-BOM2 3958 Boone Road SE rrgxc aoste®1rh Moreo�ole Cl*"'•D--by: Salem, OR 97317 Clearvvire .._..._.._..._=—..��_-.!---- Phone: (503) 763-0114 COda: TIA-222-0 ;08°B' 03/19/10 is— M • • El LIC A '"MIPF-11-MEAD Z4 METAL&FAB, LLC P.O. Box 3850 • Salem, OR 97302 Local: 503.763.0114 • Toll Free: 877.900.6789 • Fax: 503.763.6280 www. steetheadmetals.cam AC1318-05 APPENDIX D - ANCHORING TO CONCRETE ax w. JJ 3115=10 S032961 SN Wright Street ID -801082 CONCRETE ANCHOR DE&ON BASED ON ACMSM APPENDIX D ;asic Design Parameters: (SEC D.3.Q4) Loads: (Per Applicable Loads Combinations in Sect. 9.Z bad applications that are predominantly high cycle fatigue or impact bads are not covered.) flu= $2.420 k Uhdmata Factored Tensile Load (/tips) Vu = 0.851 k UlGmae Factored Shear Load (kips) T. T 0 Factor Conditions: Ductile Steel Element Yes *---- Potential Failure Surfaces crossed by supplementary reinforcement proportioned to tie prism into the structural member? Headed t3olt �-- Anchor Type —^— WA - only applicable to Post -Installed anchors Nelaton 7.0 Anchor located in a region of concrete member where analysis indicates no cradling at service load levels? (YES = No Cracking Anticipated) Anchors are located in region of moderate or high seismic risk, or structures assigned to intermediate or high seismic performance or design categodes. Nonnelrra ht Concrete Type OSteel strength of anchor in tension: (sFcvsr) Ns, = nA,,,f„ to n= 2 Ase = 2.5 in 2 futa = 75 ksi fy = 55 ksi Number of anchors in a Group E/racbm cross SechorW Area olAnchor SpectRad Tensrre strength of enchw sboof SpacNled Yrefd strength of enoW steel IVs = 375.00 k ill = 0.75 $4, = 281.25 k > AHD = 82.42 k ♦ — -- —' — --* OK ns Concrete Blowout strength of Headed anchor in tension: Single Anchor: Nsb = 160CAb,g "�f.. C = Cat = 8.38 in Cat = 5.00 in Factor = 0.500 Nsb = 74.26 k Oeb = 55.70 k Multiple Anchors: Nift _ (1 + S/6ca,)N& So = 22.6 in Nf = 74 k ONab9 = 55.70 k (SEC AM) N lJisrance from center of anchor shah to the segs of oorxxeea L4-1 sry4u, sy..a., from center ofanoiw than to the edge of In okaction roc= C„ See Commentary Figura C2<s Spaang of Bre outer anchors along the edge In < Nu = 82.42 k ♦ .. — ... NG PIPr • • 3► O Pullout strength of anchor intension: rsec vs) f Npn = IFgPNp �. o o °a 2 Bearing area adze headedstud(s) oranchorbon(s) wx... Abh = 5.3 rn See Table t Commentary Np = A"W. The puftut ShWUM if Awls + of a ahgle headed stud or tali (D-15) NP = 0.9f .ehdo The puUM strength to renelon of a sng/e roared non (D-16) Tc,P = 1.40 0.75 N = 7.4848 Ctsi.{ CC�'dl'.S p= 178.11 > Nu = 82.42 k ♦ _– _"_ -. ♦ OK ns Concrete Blowout strength of Headed anchor in tension: Single Anchor: Nsb = 160CAb,g "�f.. C = Cat = 8.38 in Cat = 5.00 in Factor = 0.500 Nsb = 74.26 k Oeb = 55.70 k Multiple Anchors: Nift _ (1 + S/6ca,)N& So = 22.6 in Nf = 74 k ONab9 = 55.70 k (SEC AM) N lJisrance from center of anchor shah to the segs of oorxxeea L4-1 sry4u, sy..a., from center ofanoiw than to the edge of In okaction roc= C„ See Commentary Figura C2<s Spaang of Bre outer anchors along the edge In < Nu = 82.42 k ♦ .. — ... NG PIPr 0 Os Steel strength of anchor in shear. mcamij Vs = nASefum For cast -in headed studanchom Vs = 0.6nA�f„t, For cast -in headed bolt & looked boR anchors Vs = 0.6nA ,f„, Fdr post- wWW anchors Vs = 225 k OVs = 146.25 k > Vu = 0.85 k 0 Q K (1319) .° (D20) (1320), = 0.65 --....... OK Q Concrete Breakout strength of anchor in shear: (SEC a -am enrl �K K Vcb= A. `f'ed,VY'c.VVb Single Anchor (D-21) o 'oo^¢ 00 0 A„m r_JI u Vcb = Av `f'ec.V`F"V`f`c,VVb Group of Anchors (D-22) K Z- o A,c = Cal" = G,v = I = do = h = 2688 ire in in in In in 6.4 0 64 2.00 64 a o o o Protected concrete hr&re area on an anchor or9mt4 afancW rs. See Figure 4 Commentary Distance from canter of ancharahaR to the edge ofeorxrwe In one dkocfiorr. Sae Connrrernary Ebomm cky of shear farce on a group of anchors. See Frgum 5 C awwMry Load bm" W7gth ofanchor for shear. See Table 2 Cormnentary. Oub de dameterof anchor or shaft diameter ofheaded stud, headed bolt, or (rooked boft 7?wkn as of member in gdeiah an anchor is amhareed. Pare✓!ef m anchor area. Vb = 7(Vdof-2C1c"2fclf2Ca11.5 Seecommenfary O Interaction of tensile and shear forces: me o.» if Vua < 0.2�Vn �Nn > NUn _____-__ . -- , _ __G WA if Nua < 0.20Nn -- On> Vun � - ---- --.� _-� WA H Nua > 0.20Nn & Vua > 0.20Vn --_> Nun VIA -iNn + OV. < 1.2 �._.._._.___._.___.__.� jJ/A 1%ta,u: • vS� < - zC�•3k,,}� � ��� :, iovx - I�$.1� L > X52-4z� O� Z �2�?.� -_?. 4k :. �Un A (Lc Aoic� Lj,l-tt OContinued < 1 — AbMO Mfactorforeocenota*bodedandwr9MW M. t 1 + 3c, ) TBd,v= 1.0 0 C, >- 1.50.1 Nbd0kalbnfactor for OOP effects = 0.7+0.3 AFC, <isC., Mofflcadan factor for edge effects 1.5 ca, `Yc,v = 1.4 Anrhorhiuncrackedsecdw Tec.V = 1.00 = 0.75 Ted,v = 0.86 Tc,V = 1.40 Avco = 182.88 sqin Vb = 20.16 k Vcb = 48.36 k OVeb = 38.27 k > Vu= 0.85 k ♦ _. ._ OK Ga 0-ra,&L-S O Concrete Pryout strength of anchor in shear. (mc v 4 Vcp = kcpNcb IM -1 Kcp = 1 for hof < 2.5 O_ ve K.,= 2 brhef>2.5 Ncb = 33.29 k *= 0.75 Vcp = ¢Vcp = 66.57 k k > Vu = 0.85 k ♦— - ---- OK 49.93 O Interaction of tensile and shear forces: me o.» if Vua < 0.2�Vn �Nn > NUn _____-__ . -- , _ __G WA if Nua < 0.20Nn -- On> Vun � - ---- --.� _-� WA H Nua > 0.20Nn & Vua > 0.20Vn --_> Nun VIA -iNn + OV. < 1.2 �._.._._.___._.___.__.� jJ/A 1%ta,u: • vS� < - zC�•3k,,}� � ��� :, iovx - I�$.1� L > X52-4z� O� Z �2�?.� -_?. 4k :. �Un A (Lc Aoic� Lj,l-tt Conterminous 48 States 2006 International Building Code lb— Chas ot6Ze Latitude = 43.5718 Sr> 3Zq b t Longitude = -116.1655 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa =1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) OwjPA 0 GK $ 0.2 0.307 (Ss, Site Class B) 1.0 0.104 (S1, Site Class B) St e- •'�� : • '�, 5 Conterminous 48 States 2006 International Building Code Latitude = 43.5718 Longitude = -116.1655 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 =FvxS1 Site Class C - Fa = 1.2 ,Fv = 1.696 Period Sa (sec) (g) 0.2 0.368 (SMs, Site Class C) 1.0 0.176 (SMI, Site Class C) Conterminous 48 States 2006 International Building Code Latitude = 43.5718 Longitude = -116.1655 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class C - Fa = 1.2 ,Fv = 1.696 Period Sa (sec) (g) 0.2 0.245 (SDs, Site Class C) Stec.. F. 1.0 0.117 (SD1, Site Class C) 4 b r��t G.3 1=612 Si>L 6 3TEUMEM, NETAI.&FAB, LLC P.O. Box 3850 • Salem, OR 97302 Local: 503.763.0114 • Toll Free: 877.900.6789 • Fax: 503.763.6280 www.steelhoodmetals.com :1 -aI 4 I - -_---I�—'°-- -t nLr l i I - z o� owlets Pam.... : . ...... • I �..__ I� I 7 IC �a I Lit ' t • I p WiA -- —� zs , , I : i 2 ; I j L r!"Awl� storm L METAL&FAB, LLC P.O. Box 3850 * Salem, OR 97302 Local: 503.763.0114 9 Toll Free: 877.900.6789 a Fax: 503.763.6280 www.steetheadmeols-com It MR" JIG, IS •Cow -71 I ri -Z IAQ1 t ---- LI j . ...... -------- ---- .... . ..... . 20: U '3 A0, BE 1 I ES: U '� 4 I mm: 2j' L7 4 I Ln Lr) 00 r -i • O n� W •- � V O � � - t t.0 co 1 � Q 4-J Q� O W Ln Lr) 00 r -i • 0 0 co 4-j :3 C) Jc 4-J 0 � 0 0 I f-4. Nk [we Ljl!�'-* t "2tn, IMT& WILL A - VV L7 ic- ool JA& . I 1 14 Kt .6 lk 0 I