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MMD2006-00001 MMD2006 00001 CINGULAR WIRELESS uionrtrrbp'"IlUillpi (�i\ April 5,2006 CITY OF TIGARD OREGON Cingular Wireless Attn: Sean Bell 1600 SW 4th Avenue Portland, OR 97201 RE:Minor Modification Request of CUP94-00002, Case File No.MMD2006-00001 Dear Mr.Bell: This letter is in response to your request for a Minor Modification (M D2006-00001) of the approved site development and conditional use permit located at 15686 SW Sequoia Parkway, WCTM 2S112L)D, Tax Lot c�u 01400. You have reested to add two rooftop antenna and associated ground equipment. The submitted site and elevationplans reflect the current conditions and proposed additions. As proposed,the ground equipment is to be located behind a 9 foot CMU wall with brick veneer to match the existing budding. Analysis of Modification Request: Section 18.360.060 of the Tigard Development Code Site Development Review chapter,states; "any modification which is not within the descnption of a major modification as provided in section 18.360.050 shall be considered a minor modification." Section 18.360.050 states that the Director shall determine that a major modification(s) has resulted if one (1) or more of the changes listed below have been proposed: 1. An increase in dwelling unit density or lot coverage for residential development. The proposal does not involve residential property. Therefore,this standard does not apply. 2. A change in the ratio or number of different types of dwelling units. This criterion is not applicable,as this request does not involve a residential development. 3. A change that requires additional on-site parking in accordance with Chapter 18.765. The proposed wireless communication facility is not required to provide any parking, pursuant to the parking demand table in TDC 18.765.Therefore,no additional on-site parking is needed. 4. A change in the type of commercial or industrial structures as defined by the Uniform Building Code. No- ange in the structural occupancy type of the structure is proposed. Therefore, this criterion change on is not applicable. 5. An increase in the height of the building(s) by.more than 20 percent. The applicant has proposed to attach two rooftop antennas to the existing_lodging. facility. Each antenna will be screened and total height of the screening above the rooe w be no more than ten feet. The existing building is 65 feet high. Therefore,this standard is met. 6. A change in the type and location of accessways and parking areas where off-site traffic would be affected. -1Vo changes to the site layout or accesses are proposed,therefore this criterion is satisfied. 7. An increase in vehicular traffic to and from the site and the increase can be expected to exceed 100 vehicles per day. After construction of the proposed modification, there will be approximately one visit per month by a technician for routine maintenance. This is significantly below the 100 trip per day threshold. Therefore,this criterion is satisfied. 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD(503)684-2772 • 8. An increase in the floor areas proposed for a non-residential use by more than ten percent excluding expansions under 5,000 square feet. The applicant is proposing a 253 square foot expansion for accessory equipment that includes two radio equipment cabinets and one battery back up cabinet. The concrete pad being constructed will allow for future expansion. 9. A reduction in the area reserved for common open space and/or usable open space that reduces the open space area below the minimum required by the code or reduces the open space areas by more than ten percent. There is no common open space required for this type of development;therefore this standard does not apply. 10. A reduction of project amenities (recreational facilities, screening; and/or, landscaping provisions) below the minimum established by the code or by more than ten percent where specified in the site plan. There are no specific amenities provided by the existing development. Based on the previous reviews, approximately 50,000 square feet of the site is dedicated to landscaping. This is 41% of the site and exceeds the 15% minimum required in this zone. Only one shrub may need to be removed to install the ground equipment and screening. The equipment is being placed in a space currently occupied by an ADA ramp and sidewalk. The ramp is being reconstructed in another location. There is minimal loss of landscaping and screening. Therefore this criterion is met. 11. A modification to the conditions imposed at the time of Site Development Review approval that is not the subject of criteria (B). 1 through 10 above. The site was developed prior to the present Wireless Communications Facility Ordinance (WC 18.798) and was approved through a conditional use process, CUP 94-0002. There were no additional conditions of that approval. CONDITIONS OF APPROVAL THE FOLLOWING CONDITION. SHALL.BE SATISFIED: (Unless otherwise noted, the staff contact shall be Cheryl Carnes,Planning Division(503)639.4171.) 1. The applicant shall obtain a building permit for construction of the ADA ramp and stairs. STAFF CONTACT: Building Permit Technicians (639-4171 x2439). THIS REQUEST HAS BEEN APPROVED BY THE PLANNING DEPARTMENT SUBJECT TO THE FOLLOWING LIMITATIONS. PLEASE SUBMIT A COPY OF THIS LETTER WITH YOUR BUILDING PERMIT APPLICATION. This request is determined to be a minor modification to an existing site. The Director's designee has determined that the proposed minor modification of this existing site will continue to promote the general welfare of the City and will not be significantly detrimental, nor injurious to surrounding properties provided that,development which occurs after this decision complies with all applicable local,state,and federal laws. If you need additional information or have any questions,please feel free to call me at(503) 639-4171 ext.2437. Sincerely, Cheryl Gaines Assistant Planner is\curpin\cheryl\mmd\mmd2006-00001 (cingular sequoia).doc Page 2 of 2 • 6.. _CARDINALLN ■ CITY of TIGARD / GEOGRAPHIC INFORMATION SYSTEM 11 Prep VICINITY MAP N 1 0 ' _ ,,.. .. c. ,.tv, 2 73 ,... " ® M M D2006-00001 REDWOODLN . .A CINGULAR --I 4 WIRELESS . 4 CBLELN 61.11)....SI. '..•:,:i. . \\`\ kg, ` /`"'SRS FE'�i . -. IP! p 1�� F�� �� � �� . o \ 4/P .'ir4t ... _________ -i- ---L- •If "kg . Al. — 6E`BENO RD. Ill W ` �( Tigard Area Map av • vQe��O N ti v 'P 41 t 1----- 0 200 100 t100 Fist ei "E)49 kt r; ill i 1'=4 1t— • i 111 Ili TiGARD , \ • /" • ■ . i. InformetIOn on this map Is for general location only and '� should be verified with the Development Services Division. 13125 SW Hall Blvd 0:11111‘ • •■ ■ � Tigard,OR 97223 1111111 ; (503)639-417t•• • limn IiJ�� Tigard, Community Development Plot date:Apr 5,2006;C:lmagic\MAGIC03.APR APPLICANT MATERIALS MINOR MODIFICATION 1 1 y ':�6 TYPE I APPLICATION 13125 SW Hal!Blvd. Tigard, OR 97223(503) 639-4171 FAX: (503) 684-7297 CITY OF TIGARD � 9 � ( ) ( ) GENERAL INFORMATION Property Address/Location(s): j 4:-;-(09;& ,SL_) eaLiCt 4 1;:'/--.4-27 17(:-Al- q 7 ZZ L Tax Map &Tax Lot#(s): AAI j Z.&% (ocet/L/ FOR STAFF USE ONLY Site Size: 2-'7 °[ / S Case No.(s): !AIM) :u0 w - due C j Applicant*: £AC'7UL L L4zl c Other Case No.(s): Address: /67& Sc-) 7 Ay& Receipt No.: .07c.:0 to —o.t S 0 City/State: .9,1_11.,own 6,R.- Zip: 9''77-e-D/ Application Accepted By: 0 • C' Primary Contact: -gCJ! r, L .— Date: l -.3/'T(o Phone6:-.2.-A gf.,g'7c-2� Fax Property Owner/Deed Holder(s)*: (Attach list if more than one) Date Determined Complete: / -3/'°Co `PAci /t'L S6x.� S Address: v ,,KT '2'2 e:Cs4L.724 -7ZJa7 Rev.7/1/05 i:\curpin\masters\revised\minormod.mst City/State: :7,44, ©,L Zip: q7 7,24 * When the owner and the applicant are different people, the applicant must REQUIRED SUBMITTAL ELEMENTS be the purchaser of record or a lessee in possession with written (Note: applications will not be accepted authorization from the owner or an agent of the owner. The owner(s) must without the required submittal elements) sigh this application in the space provided on the back of this form or submit a written authorization with this application. 0.- Application Form PROPOSAL SUMMARY The owners of record of the subject property request permission for a Minor Owner's Signature/Written Authorization Modification. To review a modification as a Minor Modification, the Director Title Transfer Instrument or Deed must first find that the expansion does not invoke one or more of the 11 criteria discussed within Section 18.360.050(B) of the Tigard Development Site Development Plan (3 copies) Code. If the modification exceeds the maximum allowed under any one or more of the following criteria,a Major Modification review is required. ❑ Site/Plot Plan (reduced 8Wx 11") Major Modifications are processed in the same manner as a new Site Development Review. In a separate letter, please address the criteria below Applicant's Statement(3 copies) contained in Section 18.360.050(B) including a detailed response to each (Addressing Criteria Under Section 18.360.050(B) criteria. 4 Filing Fee $545.00 1. An Increase in dwelling unit density or lot coverage for residential development. 2. A change in the ratio or number of different types of dwelling units. Jurisdiction: ❑ City ❑ Urb 3. A change that requires additional on-site parking in accordance with Chapter 18.765. In addition, the Director must find that the 4. A change in the type of commercial or industrial structures as defined by the proposed change complies with the underlying Uniform Building Code. standards of the applicable zoning district. To 5. An increase in the height of the building(s)by more than 20%. complete this review, the Applicant's proposal 6. A change in the type and location of accessways and parking areas where off-site must include a discussion indicating how the traffic would be affected. site expansion will continue to comply with the 7. An increase in vehicular traffic to and from the site and increase can be expected minimum setback, building height, parking to exceed 100 vehicles per day. land landscaping standards. Other applicable 8. An increase in the floor area proposed for a non-residential use by more than 10% requirements such as minimum Clear Vision excluding expansions under 5,000 square feet. areas near driveways and street intersections 9. A reduction in the area reserved for common open space and/or usable open may also be applicable depending on where space that reduces the open space area below the minimum required by this code the building expansion is proposed to be or reduces the open space area by more than ten percent. constructed on the site. 10. A reduction of project amenities (recreational facilities, screening, and/or, landscaping provisions) below the minimum established by this code or by more than 10%where specified in the site plan. 11. A modification to the conditions imposed at the time of Site Development Review approval that are not the subject of Criteria 1 through 10 above. APPLICANTS: To consider an application complete, you will need to submit ALL of the REQUIRED SUBMITTAL ELEMENTS as described on the front of this application in the "Required Submittal Elements" box. (Detailed Submittal Requirement Information sheets can be obtained, upon request, for all types of Land Use Applications.) THE APPLICANT(S) SHALL CERTIFY THAT: • The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true; and the applicants so acknowledge that any permit issued, based on this application, and may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application, including the policies and criteria, and understands the requirements for approving or denying the application. SIGNATURES of each owner of the subject property. DATED this day of , 20 Owner's Signature Owner's Signature Owner's Signature Owner's Signature CITY OF TIGARD 1/31/2006 13125 SW Hall Blvd. 12:44:53PM Tigard,Oregon 97223 'iii (50 3) 63 9-417 1 Receipt #: 27200600000000000480 Date: 01/31/2006 Line Items: Case No Tran Code Description Revenue Account No Amount Paid MMD2006-00001 [LANDUS] Minor Modification 100-0000-438000 475.00 MMD2006-00001 [LRPF]LR Planning Surcharge 100-0000-438050 70.00 Line Item Total: $545.00 Payments: Method Payer User ID AcctJCheck No.Approval No. How Received Amount Paid Check PACIFIC TELECOM SERVICES, CAC 8240 In Person 545.00 LLC Payment Total: $545.00 Str a�r 0 a,f....h" i " ',' US BANK ' `i'0"&r' .1#1 8240 PACIFIC TELECOM SERVICES LLC -� ,t,,, k r 19-10/1250 NK.1§j k n�AA nnM ;xt •206 342-9000 )4 * -,1,`t?..-,fi 5, A. W,r a, i;x 4`yd i ' f 1, r ' :€ 568 FIRST AVENUE S.SUITE 650 4{;:4 , . ,{ {rt" 7 5 Yir y;q µs4. .,,�, !, { �.■ ,+1 fin r 4'..:A:',.. r V' " SEATTLE WA 98104.. t• .�,6`.kr " „` it. :r• :t)...:il, tr i".8/4/2005 :', Qy*ti C zs, , ' �'. V 7i�"'F it r' t ' t,.<:r ?s u i 4 ekdz $ �k P s� y }+ ''. Z} ..,,r L.2r} . S 't" y , '4'74".�rj �t•, G1 ' . at r�r. i r�s "t`"A'` *-tr;�Aaa pst ,, Y 3: 7 .e 4,6.k; :.,::',,,,,:,I;;f'.,&,;', .."-=', �a PAY TO THE City of Tigard k * i :. ORDER OF ,?:".42-44k, t e ,.yr- ,. ;I IN'T' ` iiii) c. , Five Hundred Forty-Five and 00/100*************************************************** ****. s*•*****•******************* DOLLARS 8 City of Tigard ^c+ tx 4 t �s"4' .r Y k. :.,,,,,,w. 5 1 13125 SW Hall Blv ~4 � � �( r i ay � � 3F �` leIN .4$ i$Y' °e ' ,r' � fie w �t ' f4`. 4' ti:: ii) tf` .� c e Tigard,OR 97223 a 1 4 i � * - � :7',::.,1::7. {� u. cReceipt rpt SM1 „ ^i, ;.vt°�5t "R `""k ' / n 1 MEMO ;. s '�. ? s, i.' '•'.s `:-u:`1�. tt s'"° ?", ` :C v'!'Y !�/�J--J w Y v �G, tia� f CINGULAR WIRELESS FACILITY TYPE 1 LAND USE APPLICATION NARRATIVE for PX26 Carmen Drive Submitted to City of Tigard Department of Land Use January , 2006 I. GENERAL INFORMATION Landowner: Pacific Reality Associates 15350 SW Sequoia Parkway Suite #300 Portland, OR 97224 Applicant: Cingular Wireless, LLC 1600 SW 4th Ave Portland, OR 97201 Representative: Pacific Telecom Services Attn.: Sean Bell 1001 SE Washington Street, #430, Portland, Oregon 97214 Mobile : (503) 969-7527 Tax ID Number: R2006644 Current Zoning: Industrial Park (I-P) Address of Project: 15686 SW Sequoia Parkway Tigard, OR 97224 Current Use: Marriott Courtyard Hotel II. PROPOSAL A. Project Description Cingular is requesting approval to construct and operate a communications , facility on private property located at 6600 SW 92nd Ave. / 6590 SW Scholl's Ferry, Portland OR. The property is located in the Neighborhood Service (NS) zoning district. Cingular is proposing to add wireless antennas and appurtenant equipment to an existing building located at the above address. Currently, the building is used as Cingular Wireless . acility 1 Application Narrative PX26—Carman Drive Page 2 of 2 hotel / long stay suites. The proposed installation would include antennas mounted to the parapet wall of the very top of the building. This area is open above and provides space for the building mechanical and air handling units. Radio equipment cabinets will be located on the ground on the east side of the building. The site will initially house two (2) radio equipment cabinet and one (1) battery back up cabinet (approx. 30" x 30" x 80" tall) on a 11' x 19' a concrete pad. The pad is of sufficient size to allow for expansion of the site's capacity and ensure that three (3) additional radio equipment cabinets may be added in the future as call traffic increases at the site. The proposed installation includes two architectural features to completely screen the antennas. The ground-mounted equipment will be surrounded by a 6' cedar fence for screening and security. B. System Information Cingular is licensed by the Federal Communications Commission (FCC) to provide cellular telephone service to the City of Tigard and the surrounding area. Pursuant to the strict guidelines of the FCC license, Cingular is obligated to provide coverage for a particular area to maintain its license. In addition to its responsibility to the FCC, Cingular is committed to offer their customers a system that meets specific standards of quality; one which provides continuous, uninterrupted digital coverage throughout the Pacific Northwest. While portions of the City of Tigard receive adequate coverage, Cingular's existing network does not currently provide acceptable coverage north-east to south-west along Interstate 5 near the intersection of Carmen Drive, and west of Sequoia Parkway and the surrounding area. Cingular systems operate through an interconnected network of "cell sites" that "hand-off' to one another throughout a specific region or coverage area. Each cell site consists of transmitting and receiving antennas mounted on a tower or other suitable structure and radio equipment used for transmitting and receiving wireless signals. A cell site is connected to local utilities for power and landline telephone service. Through the local landline telephone network, the facility is connected with the Main Switching Center (MSC) that controls and monitors all of the sites in each specific region. The MSC operates the wireless network by monitoring all calls in and out of the system and tracking system usage and performance. Each site is wired with smoke and intrusion alarms that, if activated, will notify the MSC of potential emergencies. Cingular Wireless acility 1 Application Narrative PX26—Carman Drive Page 3 of 3 C. Site Information Radio Frequency Engineers, Site Acquisitionists, and Construction Managers selected this site, after extensive analysis, as the primary candidate needed to provide adequate coverage to the surrounding area. The site location, antenna height, and tower height was determined by a propagation study that evaluated the expected radio-frequency (RF) signal from the proposed site at a given height. Locating on this building will provide acceptable signal propagation, although ideally, the antennas would be located at a higher elevation. To be considered a viable candidate, the RF signal must be strong enough to provide adequate coverage within the desired coverage area, and have the ability to hand-off from one site to another in order to achieve the objective of seamless communications coverage. Consideration of local topographic and geographic factors, tree canopy, buildings, mountains, water bodies, and the ability to mitigate the antenna support structure's visual impact further refines the selection and design of a specific site. In addition, the facility must be compatible with existing and surrounding land uses, and must have a landlord who will negotiate and agree to a mutually beneficial lease. Radio signals must travel in an unobstructed path from the tower facility to the user; therefore, improper site location can negatively influence and/or limit the quality of radio transmissions to and from a site. For this reason, the height and location of each site is carefully selected and limited to a specific area that will function with the least amount of obstacles. This specific site was selected as the primary after it was tested and approved by RF engineers. The subject tax lot is approximately 2.72 acres located on SW Sequoia Parkway. Portable in car coverage along all stretches of 1-5 is fundamental for all wireless carriers. In additional to much improved coverage along 1-5, Cingular in building and portable coverage will be greatly improved in the immediately surrounding area. Residents, community visitors, business owners, employees, and commuters alike all use this heavily trafficked area demand a high level of coverage. Siting the facility at this location meets Cingular's coverage objective and provides an opportunity for Cingular to use an existing building, a design that fits well into City of Tigard's telecommunications siting preferences. The parent parcel has a 45,000 square foot hotel building located on it and the rest of the parcel is primarily a paved parking lot with bordering peninsulas and island landscaping. The property has frontage on SW Sequoia Parkway. The existing four-story building is designed according to Marriott standards and is a pleasing aesthetic architectural style. Cingular is currently in the process of negotiating a rooftop lease agreement with the property owner. Construction and operation of the facility will have no impact on the current use of the parent parcel or surrounding properties yet it will provide much needed Cingular Wireless . acility 1 Application Narrative PX26—Carman Drive Page 4 of 4 wireless service to the area. In that respect, this location provides minimal land use impact and improved wireless coverage for Cingular Wireless users. Power levels emitted by the transmitters to be used at the proposed cell site are considered low-powered. The license the applicant has received from the FCC limits each of the cell sites to 100-Watts Effected Radiated Power (ERP) or less. The equipment used by the applicant will generate 100 Watts ERP or less and therefore complies with the FCC license requirements. The FCC has determined that the power levels emitted by wireless communications facilities (less than an average light bulb - 100 watts) is well below the minimum safety standards established for continuous exposure to Electro-Magnetic Fields (EMF). The extremely low output of power from the proposed facility, in conjunction with FCC regulation, will ensure there is no interference with surrounding properties electronic equipment, 2-way radio transmissions, computers, satellite antennas, televisions and telephone transmissions. Further, negative health effects will not result from emission of signals from the antennas. The FCC has conducted numerous studies that reveal telecommunications facilities do not cause harmful health effects for humans and has categorically excluded cellular and PCS carriers from causing exposure in excess of FCC guideline limits. The proposed site will be unmanned and, therefore, will not require water, wastewater, garbage disposal service or management of hazardous waste. Minimal traffic will be generated during the construction phase while a crew is traveling to and from the site. After construction is completed, there will be approximately one visit per month by a radio technician for routine maintenance. The site will be in operation 24 hours a day, 7 days a week. Pursuant to City of Tigard Chapter 18.789, Wireless Communication Facility, an installation of this nature is a Permitted Use and reviewed as a Minor Modification, Type I Application. 18.798.40 Uses Permitted Outright B) Colocation of antenna(s) on an existing non-tower structure in commercial and industrial zones Installing an antenna(s) on an existing structure other than a tower, such a s a building, water tank, sign, light fixture or utility pole, is permitted outright so long as the additional antenna(s) is no more than 20 feet higher than the existing structure, no more than three providers are collocating on the structure, and the color of the antenna(s) blends with the existing structure or surroundings; Response: The proposed installation is to be located on a building located in the Industrial Park (I-L). The total height of the antennas and appurtenant screening is to be no more than 10' above the parapet of the existing building, Cingular Wireless . acility 1 Application Narrative PX26—Carman Drive Page 5 of 5 only one carrier (Cingular) is proposing locating antennas on this building at this time. Additionally, the antennas will be completely screened from view buy enclosing them in an architectural feature designed to match the existing features of the building. As a result of the above design, this proposal meets the criteria of Code Section 18.798.040. Inclusions for review: 1) Zoning Drawings, 1 set 2) Photo-simulation of proposed installation Site Name: Carman Drive/Courtyard Site Number: PX26 LETTER OF AUTHORIZATION This authorization is not a commitment of any kind. All land-use approvals obtained will be subject to the successful completion of lease negotiations and the approval of site configuration by an authorized representative. In order to determine the viability and permit the use of a wireless antenna facility on the real property ("Property") at the address stated below, the undersigned authority hereby grants, consents, and agrees with New Cingular Wireless PCS, LLC, a Delaware limited liability company ("Cingular") as follows: 1. Entry. Owner or authorized agent consents that approved Cingular representatives may enter upon the Property to conduct and perform the following permitted activities: boundary and positioning surveys, radio propagation studies, soils boring/report, power and telephone existing service capacity, and visual inspections of the Property. Cingular agrees to be responsible for all costs related to these surveys and investigations, 2. Filings. Owner or authorized agent consents that Cingular may make and file applications for the proposed wireless antenna facility on the Property to such local, state and federal governmental entities whose approval may be necessary for this type of use. Submittals and approvals include zoning applications, variances, land use descriptions, and other submittals necessary for this type of use. 3. Telco. Owner or authorized agent consents that Cingular may order, coordinate, and install upgraded telephone connectivity to the site. Cingular agrees to be responsible for any and all costs related to this installation. Owner or authorized agent understands that the upgrade of telephone connectivity does not constitute construction start. Authorized Signature: 9f7A-4N- Print Name: John Wiitala ?g-oPeg- Title: •..+. I<., � CoNT 1 —1 ____ Company (if applicable): PacTrust Gt twowzaA Phone number: 503-624-7787 t Dated: \ –3--C)..c. 8Z � Assessor's Parcel Number: R2006644 Property Address: 15686 SW Sequoia Parkway Tigard, OR 97224 Please return completed Letter of Authorization via fax or USPS to: Pacific Telecom Services,LLC Attn:Torn Johnson 1001 SE Water Avenue.Suite 4.30 Portland,OR 97214 FAX: 503-232-8219 AMER/ /1/41e/e/6 '_ .J / t� 4~4 , °+ First American Title Insurance Company of Oregon Washington(OR) Prepared For: Prepared By:Ronda Fast Customer Service Department 1700 SW Fourth Avenue - Portland,Oregon 97201-5512 Phone:(503)222-3651 Fax:(503)790-7872 OWNERSHIP INFORMATION Owner :Pacific Realty Associates Ref Parcel Number :25 112DD 01400 CoOwner 7:02S R:01W S: 12 Q:251 Site Address : *no Site Address* Parcel Number :R2006644 Mail Address :PO Box 58990 Seattle Wa 98138 Map Number Telephone : Owner: Tenant: County :Washington(OR) SALES AND LOAN INFORMATION Transferred Loan Amount . Document# Lender Sale Price Loan Type • Deed Type Interest Rate %Owned Vesting Type PROPERTY DESCRIPTION ASSESSMENT AND TAX INFORMATION Map Page&Grid MktLand :S1,093,790 Census :Tract: Block: MktStructure :$3,074,800 Subdivision/Plat :Pacific Corporate Center Mkt Other Neighborhood Cd :ZFWY Mkt Total :$4,168,590 Land Use :2012 Com,Improved M50 Assd Total :$4,168,590 Legal :PACIFIC CORPORATE CENTER,LOT PT 5, %Improved :74 :ACRES 2.79,SEE CWS LIEN DOCKET 04-05 Taxes :$62,863.89 Exempt Amount : Exempt Type . Levy Code :02381 Millage Rate : 16.4436 PROPERTY CHARACTERISTICS Bedrooms Lot Acres :2.79 Year Built Bathrooms Lot SqFt : 121,532 EJf'YearBlt Heat Method Bsm Fin SqFt Floor Cover . Pool Bsm U>Vmn SqFt : Foundation . Appliances Bsm Low SqFt Roof Shape Dishwasher Bldg SqFt Roof Marl Hood Fan 1st Fir SqFt InteriorMat Deck Upper Fir SqFt : Paving Matt . Garage Type Porch SqFt Const Type . Garage SF Attic SqFt Est Finish Deck SqFt This the information has been furnished,without charge,in conformance with the guidelines approved by the State of Oregon Insurance Commissioner. The Insurance Division cautions intermediaries that this service is designed to benefit the ultimate insureds. Indiscriminate use only benefiting intermediates will not be permitted. Said services may be discontinued. No liability is assumed for any errors in this report. 4 ,„, First American Title Insurance Company of Oregon An assumed business name of TITLE INSURANCE COMPANY OF OREGON This map is provided as a convenience in locating property First American Title Insurance Company assumes no liability for any variations as may be disclosed by an actual survey Reference Parcel Number 2S 112DD 01400 1 -\ 77 _ ` ' I` �'�` i AI .' ce` : /">` `' ,se/ ri \\ (.....:, V ' 1,4,etycy‘,s,.s.,M,,,\s,<,,,,.... / 1, .., , / 1 / , „ , , s„., • EASEMENT r 96:184-219— -1esse < -5 1 riff < t 1400 .. 2.79 Ac . ,1, s1 f� ris) / ■ \\'::St / / O� 23- 81 ii ?. ` V � +c`sj A , f1 t • ‘4 `_ _ - -tea —�� 09° 4`":t§,,t r ��A 1500 161 TRACT'B' •'` � 1200 t ei/s 0.10 .78 AC t;:` �i •=.t��' �4, t 1300 p �� ` ry�Y.!.' .30 AC il •eta' �.1• l'"-7 7 ti �N� ��yy k 1 • 111 �fAl AAA . ST Au .,„, 4,P ,i. 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" • - ... ... ..+.N.hK]y /«4? .''''''''''ice_- : '''"a c r'._ �.'a`s'z.... __ _ 'II0JRNBYJ74.. , ;_•:r :.� ,,,y0 -'-•T,y�,�.,}1 1x.'. u,M. F i -Khi�llt"- • I • , i of a cg, IROP!TY LINE AD70AT mrr Aug 9V- MOMS Pacific Realty Associates L.P., a Delaware Limited Partnership, is the owner of Lot 5 and Lot 6 of Pacific Corporate Center, located in the Southeast one-quarter of Section 12, Township 2 South, Range 1 West, of the Willamette Meridian in the City of Tigard, Washington County, Oregon, and intends to adjust the property line between these lots as reflected in the accompanying legal descriptions; TEERE?ORe, for the purpose of a property line adjustment between _ these Lots in accordance with the descriptions in the attached Exhibit A and Exhibit 8: Pacific Realty Associatec L.P., a Delaware Limited Partnership, as "Grantor" hereby grants unto , Pasiflc Realty Associates L.P., a Delaware Limited Partnership as — "Grantee" the real property described in Exhibit A and Exhibit B. Tha r a and a"""---' c1 doiatioi. Paid iii" t 1i iie:ester, stated in terms of dollars, if $0.00. - INTER RECORDING RETURN TOi ---• Pacific Realty Associates L.P. 15115 S.W. Sequoia Parkway Auite 200 - . Portland OR 97224 Tay ATA 1€EWTA Aw1T.T. AR C!NT TO! r:�.. Pacific Realty Associates L.P. 15115 S.W. Sequoia Parkway '� . 9u Y 1" .., Suite 200 Z;] Portland OR 97224 ,w,; .i i' . 1:T' •. N~�': =,:ti lti.•2'e ICi 1 P � . r J i. t -.�+••_:tYC. . L-w .7.M1r` a• ?:i'g. 1" _ :. •_e -: .F . . l''.. y - ., •••.I• •�7 ,yam II' ' .mac .^�t;-�• ' .;,.4"-:;':=.if- r;=r:• f t-♦ r..t:.. :4r..4...a�w c _ S.J. 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'_n►t6Y�.'t''�{:'�"u`.':J.�s�.ac i.!y�-.. _u :: �-�•�N_.'.. �i:.�1-:-;;.:;:.:6-..-1:;.4.:. yy_+•t.5� q ♦ - __"- y )Z,''..r_7"�.Ij-. . p:∎ •;...e '}:'Cl5_r.7:•'' 'S. !�!'..•.°f ' �.S__!'•---f.'.. � '—'-:..'.c..r..Y..'',X' r __ y, b7 1.'rti !tP'.'y .4 .f!' 1,: _:v 7:' :t:: `s.�..ifrw' "sue tl -e-1 -•,nw`..-€-::•�-�r•••,•- •1-•:.•1 .44w.�- ... - .(� r '.1.: . !_.� ...�::-'':.i.t'.a`.�i•Y.i •#�:._ •4-7T-- 7 C 1 i-..J� S• '"-111A7.:. -•.-,a.e• Si^h f c 4 Wit' ..... -- x1 .-- t r' '' t _/-rw.3• r.'-•4,' . a i�"'"•'r► s :• -y '.- 1'S ��' :-ng•arr ._sac••• .... . - _ ,.•_ . • �- Cs7r --' -----.. — i - IN IFITIFIMB WI 01, the grantor does hereunder set its hand this .. I(•1 - dew or M+..y , 1994. 1 pkCrPIC REALTY ASSOCIATES L.P., a Delaware Limited Pa= hip 8 s/ 11 + a., General Partner —.._ By `• -icfizr• P. :uo o, . ce Presidant-- ? STATE nc OREGON ) to ) as • =1 County of Washington ) • __..-c --a- Personally appeared before me the above named Richard P. Buono who cxocuted this instrument and acknowledged to we that this ▪ e inetr nnnt was executed voluntarily and freely. ;;• `oz-,,11 IN TESTIMONY WH F, I have hereunto set my hand and seal --ii"- i this Ur`•._ day of , 1994. off er 5�,� S ,y,✓f MARJORIE CALLAHAN Notary Publ- for Oregon wi . ...:: 1+0 IMtr rvou.-v++EOOY .1x! I e COL961 51014 NO.01556.3 My Commission Expires: (DIN ?'C, ' ' ! MY COMMISSION EXPIRES JUNE 4.1906 A......"4-fail---._ ~ :appro:.:d ao to Loyal descriptions this 2:- day of A /7 . ; By: //gy�p'' GIA,4aGc.e. '� Itl� Titleawv./'lsd �� i.•'' {• k. Lot Line Adjustment MIS 94-000 .11:: Approved this �5 day of Jay , 1994. , '" DEP(/• F C.O. Y DEVELOPMEN �' Title: ., eiL4.1 In ii • -4c..... =....,..:_.„.. ,. . .--. 3 aw F m `T.• •3 s Std E' r . 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I EXHIBIT A • PACX0014 "• 3-10-94 D.W.B. i «_ LEGAL DESCRIPTION FOA PROPERTY LINE AWUBTII�'f I TRACT 1 :rs- ! --11IFT3 PACIFIC CORPORATE CENTER fi=x -.V.-.7 A tract of land being a portion of Lot 5 of PACIFIC CORPORATE --r: CENTER, a duly recorded plat in Washington County Plat Book 71, I pages 38 through 41, located in the southeast one-quarter of 1 Section 12, Township 2 South, Range 1 West, of the Willamette j Meridian, in the city of Tigard, Washington County, Oregon, said tract being described as follows: - commencing at the northeast corner of said Lot 5; thence tracing - �' the boundaries of said Lot 5 the following courses and T.1 -=8 'Y distances: South 17° 51'47" West, 49.32 feet; thence South 18• 05' 10" West, 126.38 feet to the TRUE POINT OF BEGINNING; thence -'?° South 180 05' 10" West, 187.60 feet; thence South 23. 49' 25" ?'�l„ West, 218.70 feet; thence South 50° 11' 17" West, 13.00 feet; .' thence North 880 08' 59" West, 263.49 feet; thence North 41. 53' 25" East, 28.00 feet to a point of non-tangent curvature; thence '_%�=-':, along the arc of a 881.50-foot radius curve to the left, through , a central angle of 4° 44' 53", an arc distance of 73.05 rest ;., Op: (the chord of which bears North 15. 06' 06" East, 73.03 feet); •; thence North 12° 20' 51" West, 47.35 feet to a point of non- tangent curvature; thence along the arc of a 862.50-foot radius ,• t curve to the left, through a central angle of 16. 02' 38", an 1-... arc distance of 241.52 feet (the chord of which bears North 1° - ,. L.. 51' 19" East, 240.73 feet); thence leaving the boundary of said •• • `• Lot 5, North 90° 00' 00" East, 384.53 feet to the TRUE POINT OF 1''' BEGINNING. • � I,, � Containing 2.793 acres, more or less. A .:r Bearings of this description are based on the Plat of Pacific Corporate Center. Ei r. h Deane W. Blair P.L.S. 1481 ,., =L -.1 ;: :oat, --.'. • -a--k."Y•-•_:. ir.fd..'-'✓ .. .. .. . •.. ..5� . j{•1• - _ - was...-K f?. �,..,y. de.;,.., ia..R :' .'•'S'A i•• 3 t tiff: rt�}r...]:. -' ._..-_-.: •- ri73?- .litSt: ,'`Z"r• .i•• - •r`� t t .".:;a5ti- ti• • i1 j fwrL:et}. :x �*:' ;2`.11^ r _•1. 1,.�tp 'Fi riC* • f `4 m syYt�'rZ•'1'Z 5 ^LM—V.a'.9��MY•IW3Vi V�e+__�S •:'= .--4. .1n.��y .S%rt i wWa I?:s�Yf•2.j — •~ !T . . S1 .:jq l- V R 'WATT A g YAC%0014 3-10-94 D.W.B. Page 1 Of 1 LEGAL DESCRIPTION fOR PROPERTY LINO ADJveTKENT ... TRACT T ', PACIFIC CORPORATE CENTER •:r' 1 le. mi. A tract of land being all of Lot 6 and a portion of Lot 5 Of PACIFIC CORPORATE CENTER, a duly recorded plat in Washington %'` County Pint Book 71, pagee 38 through 41, located in the southeast one-quarter of Section 12, Township 2 South, Range 1 West, of the Willamette Meridian, in the City of Tigard, Washington County, Oregon, said tract being described as . follows: ' . O's Commencing at the northeast corner of said Lot 5; thence tracing the easterly boundary of said Lot 5 the following two courses ;y. and distances: South 17. 51' 47" West, 49.32 feet; thence South 18° 05' 10" Went, 126.38 feet; thence North 90° 00' 00" West, 384.53 feet to the westerly boundary of said Lot 5; thence • ii. tracing the westerly boundary of said lot 5 the following . ''.• • courses and distances: Northerly along the arc of a 862.50-foot .s= radium curve to the left, through a central angle of 9° 20' 00", : an arc distance or 140.5U rest the ciuru ut Which bazar. Tort r-='• 10° 50' 00" West, 140.34 feet) to a point of tangency; thence : North 15° 30' 00" Went, 18.41 feet to a point of curvature; thence along the arc of a 602.50-foot radius curve to the right, k. , through a central angle of 5° 24' 00", an arc distance of 56.78 -y feet (the chord of which bears North 12° 48' 00" West, 56.76 feet) to the southwest corner of said Lot 6; thence tracing the . boundaries of said Lot 6 the following courses and distances: "= Northerly along the arc of a 602.50-foot radius curve to the right, through a central angle of 31° 29' 43" an arc distance w; of 331.19 feet (the chord of which bears North,5° 38' 52" East, 327.04 feet to a point of compound curvature; thence along the ' arc of a 37.50-foot radius curve to the right, through a central i" angle of 91° 18' 17", an arc distance of 59.76 feet (the chord of which bears North 67° 02' 51" East, 53.63 feet) ; thence North 22° 42' 00" East, 65.00 feet; thence North 67° 18' 00" West, ;i ,= 0.55 feet to a point of curvature; thence along the arc of a 37.50-foot radius curve to the right, through a central angle of ; 87° 50' 56", an arc distance of 57.50 feet the chord of which ii :4 bears North 23° 22' 32" West, 52.03 feet) to a point of reverse a; 5 '1.,._ - .. `•.'• .1. .. i .w.'.. `F..7d4it.'y, .. L.iV•?:k''n-..s".;;;..-W'•ir.i .-� i4�'Yr'•°'i7r+nr..,'•". .• ...�.�7L:it'�e. 'i" l: i . . . ∎• ---•--.— 2 . ...:7==4-Abo•:. +pi...z r L - —::^+r�'.: !�.•. =r«.�"�`^�:m��'✓T sae.�s- �u _ -.T.sac.-t.0-:•- • � : —._�_— • .-...rarorr -t -•74. asJ ..F,1 -70 _ ,,r th w ' - „v- � „ �...�s:`...,F:-__ _� 'a- sr::a�:s;crrr•,_rrr _;� �_ �-..—•.-� _—_-__— c __ _ •" PACX0014 MI 3-10-94 D.W.B. Page 2 of 2 curvature; thence along the arc of a 532.50-foot radius curve to the left, through a central angle of 56 24' 06", an arc distance of 50.20 feet (the chord of which bears North 17. 50' 531° Zest, 50.18 feet); thence North 89. 31' 37* East, 524.62 feet; thence South 3. 40' 52" West, 134.45 feat; thence South 17" 51' 47• West, 437.16 feat to the point of beginning. Containing 8.407 acres, more or less. Bearings of this description are based on the Plat of Pacific corporate Center. • Deane W. Blair P.L.S. 1981 :v M :A :1N_ '+ . yrs o 4 2. .:••••,* - W ^ti� ..= 05.! , •;sir, _ ..-- , , . . ,.(� '. ��.i ' ''+'i•,......,,h-K.,...... .:........,,:,,,,.:.:4: i.A..:;;;►�iY•.• ∎:•.•Y •f:4 ,;_ :ti:,: ... .i'•A••J F.4.,,,,,::,k....-v...-1, ti74l•_ : -- r,r. 1 _.f.tk rC `• "i iY;44.1i•t:14S.:;% :••'.• .. 'u•f is,' „ '.. �o.•••'Aa+.f••14-�l�:`i.. ,'.� ..V+�A,�Ili: :•it4(r.: ?�a"sivyl'rr-ke:,2• '••" ,. '�•'.'S�':c; 1 C,1 f� 1Se• '' : :�• __ �-y-. '. r :'r.r:a:..,r., s �•• ai r' °t - - __ _.. L7; •�s.•4+'•k f...: ff.r ;'r t.• i. tr..r •+.1 V...1.-1,7` ' "..2"...: - - -. q}�•rt.: :•••Y.1-�.,''/4� •,i :jy=.�•;... ..' E•f..t `•y.7:. ti _1�.yY\ 11 t i-'. RP1t� y,,'P •t?: •�°. •_tea i..41•:'' 7-';. ...F rt = • -!tr ar.:-ar,c :,' t:4 Y� �.r �y.P1N.- ^.•.a• r`....I:�. '2...;:V.,._:I �:7 s11.•� ••5� Cam... --_ [� , � y. ..\.•`t!: w. fi 4 �� .•Y• � {�:use•.•. �._ -. i&-..- q ,JA R *i'F'J11 •v.•eAr.: �i�. :« :i . 14 .coww%'�'....w--_;_..... F,1 �•<1.4.:(" ,�q . '`7;,. �:t..0 , .. EN-Al" ;4”..,-...„;.,.' Tx � �.�^.��•�� -+' 131 � G.. • , r y.�.... ;_li r \ l R✓`•••j!. . .w.o,"4:4 ~-474..Rr�• ....�,. 1"... ' ij_.xr4:4 ,-nor:_."H. .'..;• *443-!:§.. ��.� �N• ;--f---'7r1011- -v-� -s- _.+:C'fa� .:. .'i`?t", i-7�.L st2-- ,10C � - ri ,,4ICJ.f� � 4� -�-•=._,, : ,,,..,...,.... ...... , • • VOLY 1.7,•• • —• —— - —7_ - _ STATE OF OFtECION CO unty of Wasiengtan MOM&la „if, k . `"'""".• Clerk for • • . . 4.i. . rifourYty and ft...W ■ I ••• ,1••• , .'rector of • • lark 11. DOC : 950203e5 Rect.: 140719 40 00 03/28/1995 12:20:25PM • =- ar! - 04.. • =Vt. Wee. !Sc. .7_ ow • if 61%Trf”.f:Ner FrrZ,lit,gf',1ST t/Mrk Tr"- 'Pt • . • 11:V.).,.0- , `-• •_ • 4:tit'il,•1:N• ' 4'6 <Pi.e..c..(1.- It.••;,-(,.4.- . • • • ,. ' '.1•44141). 4114. _• AgMA • - — V.VF •1:- • • -._.c rv.�.i.r.3 y.,r:.t- ' 'T+iL.rt�:�a-`+w i�_:•. - s-�:r-cs:_-_z-s.�...� -:-• • 4 :, _... 000000/" p$Qpp.RTY LINE ADJU8T11EET DEED WEEREAN Pacific Realty Associates L.P., a Delaware Limited Partnership, is the owner of Lot 6 of Pacific Corporate Center, located in the southeast one-quarter of Section 12, Township 2 South, Range 1 West, of the Willamette Meridian in the City of Tigard, Washington County, Oregon, and intends to adjust the property line as reflected in the accoapanying legal description; TEEREYORZ, for the purpose of a property line adjustment of Lot 6 in accordance with the description in the attached Exhibit Al Pacific Realty Associates L.P., a Delaware Limited Partnership, as "Grantor" hereby grants unto , Pacific Realty Associates L.P., a Delaware Limited Partnership as "Grantee" the real property described in Exhibit A. The true and actual consideration paid for this transfer, stated in terms of dollars, is $0.00. AFTER RECORDING RETURN TO: Pacific Realty AotsOoietau L.P. 15115 S.W. Sequoia Parkway Suite 200 --- Portland OR 97224 .. TAR STATEMENTS BEALL BE SENT TO: Pacific Realty Associates L.P. 15115 S.W. Sequoia Parkway -- Suite 200 Tr Portland OR 97224 lif rd— C r.w • _.__....-�......._�..�..:.......mss.:::__—�._.-.__ INT WI1! E8A 1HEREOr, the grantor does hereunder sat its hand this s•g W.g day of (N�,., j , 1995. PACIFIC REALTY ASSOCIATES L.P,, a Delaware Limited Partnership By a 4�Lrust C..,, General Partner By Rlchar�V cue President , STATE OF OREGON as County of Washington ) • Personally appeared before me the above named Richard P. Buono who executed this instrument and acknowledged to me that this instrument was executed voluntarily and freely. IN TESTIKONY WHEREQ , I have hereunto set my hand and seal this ,y 1, day of , 1995. gth rag 90 Notary Public fr Oregon Hy Commission Ex 9 pirss. 41 y 9& °FACIAL!SAL r'+Y- MARJORIE CALUIHAN - MNY4AV DAM K:P.NAM) __ � ra COMAGayC'1 N::?16960 - MY couss8ioN EXPRt4-:.'+S 4,1990 1 t•' T' a. • is. • s:. 3 - _- ......_ --...s..: ....4 K:4 =- a f. L 1%.6”■j' .ry 0i 1re'aLft-...i._IYMV, = =7_�:. ..�__- i_7 --.—b tla.V A V. " ."ri7r�f4 tg""" Nlll6 ..M1 r.49w�T' w A•�RC2!°ii—. —�vP•1{.1t:'+�Q6\-.._ J1�lM!�+1_Y•es ) -._.-r--_ ' i--: ivo,'K�..�w "�' ' 2 3 egiZIi ?x^17-•a_ .- -. - :.. J'- :z..,.-, -( �.,1!e*14. Ut iY-7 VCWV ham"". t} 4 3 ._ 0::: .1 F1,14.- o EIEIBIT A PACX0014 7-22-94 C.W.B. c Page 1 of 2 N ilLEGAL DESCRIPTION FOR PROPERTY LINE ADJDBTMENT ADJUSTED LOT 6 PACIFIC CORPORATE CENTER 661 A tract of land being portions of Lot 5, Lot 6 and Lot 7 of I =' PACIFIC CORPORATE CENTER, a duly recorded plat in Washington F - County Plat Book 71, pages 38 through 41, located in the southeast one-quarter of Section 12, Township 2 South, Range 1 West, of the Willamette Meridian, in the City of Tigard, ° Y Washington County, Oregon, said tract being described as =_ follows: -"4 Commencing at the centerline - centerline intersection of SW Sequoia Parkway and sw Redwood Lane; thence South 67° 18' 00" ---- East, 70.15 feet to a point on the westerly boundary of said Lot _w 6 and the TRUE POINT OF BEGINNING; thence South 670 18' 00" __ East, 184.85 feet; thence North 41. 49' 52" East, 50.00 feet; _ thence North 38° 09' 32" East, 43.50 feet to a point of 3 curvature; thence along the arc of a 260.17-font ridiuo cure to the left, through a central angle of 38° 37' 55", an arc • distance of 175.42 feet (the chord of which bears North 18° 50' �+ 34" East, 172.12 feet) to a point of tangency; thence North 00° ; 7- ='1 28' 23" West, 178.37 feet; thence North 89° 31' 37" East, 260.25 = 4 feet to the easterly boundary of said Lot 7; thence along the easterly boundary of said Lot 7, South 3° 40' 52" West, 213.92 !: - feet to the southeast corner of said Lot 7; thence along the '_ easterly boundary of said Lot 6, South 3° 40' 52" West, 134.45 ; -- feet and thence South 17° 51' 47" West, 437.16 feet to the C northeast corner of said Lot 5; thence tracing the easterly - boundary of said Lot 5 the following two courses and distances: -- South 17' 51' 47" West, 49.32 feet; thence South 18" 05' 10" -- West, 126.38 feet; thence North 90° 00' 00" West, 384.53 feet to the westerly boundary of said Lot 5; thence tracing the westerly _--t boundary of said Lot 5 the following courses and distances: - • __•1 northerly along the arc of a 862.50-foot radius curve to the 1 left, through a central angle of 9. 20' 00", an arc distance of - 140.50 feet (the chord of which bears North 10° 50' 00" West, .- 140.34 feet) to a point of tangency; thence North 15° 30' 00" West, 18.41 feet to a point of curvature; thence along the arc 7 of a 602.50-foot radius curve to the right, through a central angle of 5° 24' D0", an arc distance of 56.78 feet (the chord of 1.141UE AINSANDASSOCIATMNC. _ A FROFES510.`AL SERVICES CONSULTING FIRM -. OFFICES N OREGON.WASNI.\GTON.CALIFORNIA ASO ARIZONA kU Sr.CORBEIT AVM 1 P0RTUN'D.OREGCN 171114630 _-- I .- 150317/34663 FARlWOSurol,...,. .,, . ....,,... ., 7- • • 4.4 '1,11:Kt ..,e'•'i r.,-- -::•-•:.---- i. .,;..4.4:4:35,p,v., ■•.;.t• I:,,efe. ;- ,1-,' -,- c..•,ti..?'!4-..;-:..•4-W7F4ii,$.4%.71! '''. — ____ w, ` ` ti - !` ',4....g.7..-.. - 'rL � ,f 4•4*Y 11 g t' ` =-• I � ry ., i;11.-ti., ' +. t ! .f I KE} ty t(�.}t U4; `1, '1 ' ' sa.!..=- 4 viaeur+xr {, ti7.0`. ;-, 4, N51 ,tt tip? YA4117er/lii:Z: - --:' .......s to s'a"iC,,....l,, .. -.` ,�, j, mi l- �.'a.,, +�'^- -.T-= i.+7 i.*.t.. 4.:SiralaF.14...t/lr'.r..-u.-•.i�i.-.L�.�:.-.+?i •.-al '.riW:..�1e�.1.....s... -. • - PACX0014 7/22/94 D.W.B. Page 2of2 which bears North 12. 48' 00" West, 56.76 feet) to the southwest corner of said Lot 6; thence tracing the boundaries of said Lot 6 the following courses and distances: northerly along the arc of a 602.50-foot radius curve to the right, through a central angle of 31' 29' 43", an arc distance of 331.19 feet (the chord o!'which bears North 5. 38' 52" East, 327.04 feet to a point of compound curvature; thence along the arc of a 37.50-foot radius curve to the right, through a central angle of 91. 18' 17", en aro distance of 59.76 feet (the chord of which bears North 67• 02' 51" East, 53.63 feet); thence North 22. 42' 00" East, 32.50 feet to the TRUE POINT OF BEGINNING. Containing 8.681 acres, more or less. • Bearings of this description are based on the Plat of Pacific Corporate Center. o ...S.c ,e Fl/ea Deane W. Blair P.L.S. 1983. ows412ky.y.10/1.m'1ry..ul60sq - DMMD BANS ANUASSOCIATFS.INC. A IROfESn0NAL SEMISCOKSIJLTING RPM OFRO3INOREGON.WASHINGTON.GAMMA AND ARIZONA - SR21 LW,CORBE T AvrrLI PORTWAOD,OREGON W201430 HON 221666s fAX 19as 1212701 S 1 ! •!.. ..•I .I!. ��. M 2CinauIarsM PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN PACIFIC TELECOM THAT WHICH RELATES TO CINGULAR WIRELESS, LLC. PACIFIC TELECOM SERVICES IS STRICTLY PROHIBITED. R 6 WIRELESS S E R V ICES . 1. 1. C CARVAN DRIVE 1 5686 SW SEQUOIA PKWY N Caw TIGARD, OR 97224 w w, REVISED FINAL ZONING DRAWINGS _ 'a N NOT TO BE ROUTED THROUGH rn CINGULAR a o P 2 6 03/07/06 N o C $2 VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX U t" � APPLICANT: LAND OWNER: DWG. DESCRIPTION •� V y� CINGULAR WIFELESS T.B.D. z © 1600 SW 4TH AVE T-1 TITLE SHEET ° PORTLAND, OR 97201 D CONTACT: STEVE EVENSON s L PHONE: (503) 791-9374 G-1 GENERAL NOTES SW CARDINALL — ..!,` A-1 SITE PLAN[1] PROJECT ENGINEER: PROJECT m \\ • TRK ENGINEERING LTD. CONSULTANTS: A-2 EQUIPMENT AND ANTENNA LAYOUTS SW REDWOOD LN PORTLAND ENGINEERING I RO #201 - 17688 - 66TH AVE E � ��J �O ® \ SURREY, BC V3S 7X1, CANADA PACIFIC TELECOM SERVICES. LLC A-3 SOUTH ELEVATION CONTACT; CHRIS BARRETT I F� J • N TEL: (604) 574-5432 TEAM LEAD: A-3.1 PARTIAL WEST ELEVATION SURREr,a V35 7X1.CA UA y 1. �Z �q BEAVERTON • RALEIGH HILLS ( )Er<1 O� '1tP FAX: 600 574-6431 TEL(601)574-6432 O ,n 1 TOLL FREE: 1-877-345-4045 PAX:(6041 574-6431 0 p DOUG SANDSTROM A-3.2 EQUIPMENT AND ANTENNA DETAILS TOLL FREE: 1-677-345-4045 o oc," PFs 1 � EMAIL: moil@trKeng.com PHONE: (415) 596-3312 EMAIL:moil6Nrk.ng corn 3 JQ HARRINGTON AVE l� ® WEB:""".trkang.com c s/ I ��°\, �/ MILWAUKIE CODE INFORMATION: SITE ACQUISITION: oaoECLL — \ ( ® MI ZONING CLASSIFICATION: I-P TOM JOHNSON 0565-042 CINGULAR SITE SEVILLE AVE • ��Jl LAKE PHONE: (2O6 350-0893 ������ TIGARD OSWEGO• BUILDING CODE. 2003 IBC __- �D a, ® BUILDING CONS-RUCTION �M.N RS WASHINGTON CT TYPE: V-1 HOUR/SPRIMKLERED ZONING AGENT: p/�R ^ 3 2O CHECKED Br. �,�7 r CINGULAR SITE SEAN BELL AY U 5.8. X00 TUALATIN• IiiiP BUILDING OCCUPANCY: PHONE: (503) 969-7523 2006 �(�'C�� �f' GUEST'ROOMS - RI CAD nu.. 0566-04201 �'JQ 4` thillika. C =1 - CO MMON SPACE - B2 CON T CTI(}N�' *TYOW F4i7��F� RESTAURANT : CONFERENCE ROOM - A3 'RDINATOR: ING REVISIONS JURISDICTION: T.B.D. SCOTT HEFT 0006 DESCRIPTION NITIAL PHONE: (971) 832-1133 DEC 20/05 PRE050 Los .8 DRIVING DIRECTIONS (FROM PORTLAND) *6 0 5a DEC 26/05 RNA 0'S S SITE LOCATION M,R ovos RNISED TIN.L 22'5(,) oA DEPART 1600 SW 4TH AVE, PORTLAND, OR 97201 ON US-26 [SW MARKET ST] (EAST) (0.2 MI). ROAD NAME CHANGES TO SW HARBOR DR (0.3 MI). (BASED ON NAD 83): UTILITIES: TAKE RAMP (LEFT) ONTO 1-5 (8.7 MI) TOWARDS 1-5 / SALEM / TIGARD. AT EXIT 291, TURN RIGHT ONTO RAMP (0.2 MI) TOWARDS CARMAN DR / LATITUDE: N45'24'27.18555" BRENT HANSEN KING CITY. BEAR RIGHT (SOUTH-WEST) ONTO SW UPPER BOONES FERRY RD (0.1 MI). TURN RIGHT (NORTH) ONTO SW SEQUOIA PKY (98 YDS). LONGITUDE: W122'44'46.38864" PHONE: (503) 267-7190 ARRIVE 15686 SW SEQUOIA PKWY, PORTLAND, OR 97224 TOP OF PROPOSED PARCEL NUMBER(S): STRUCTURE (AGL): 65.0' T.B.D. TOP OF EXISTING STRUCTURE (AGL): 55.6' AREA OF PARCEL: GROUND LEVEL AMSL): 186.9' 2.79 ACRES (NAVD 29) 510E NEW IMPERVIOUS CARMAN DRIVE PROJECT AREA: AREA: PX26 1361 SQ. FT. 15686 SW SEQUOIA PKWY CONSULTANT GROUP SIGN OFF DATE SIGNATURE CINGULAR SIGN OFF DATE SIGNATURE TIGARD, OR 97224 CONSTRUCTION COORDINATOR COMPLIANCE GENERAL INFORMATION: LANDLORD'S REPRESENTATIVE INTERCONNECT 1. PARKING REQUIREMENTS ARE UNCHANGED scE,mix 2.TRAFFIC IS JNAFFECTED PROJECT MANAGER SIGNAGE 3.SIGNAGE IS PROPOSED TITLE SHEET SITE ACQUISITION RF ENGINEER PROJECT DESCRIPTION: ZONING RF MANAGER CINGULAR WIRELESS LLC. PROPOSES TO CONSTRUCT AN UNSTAFFED RADIO LEGAL DESCRIPTION TELECOMMUNICATIONS FACILITY CONSISTING OF A THREE-SECTOR ANTENNA ARRAY SHEET NUMBER REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO CONSTRUCTION (2 ANTENNAS PER SECTOR) WITHIN RF-TRANSPARENT SCREENS TO RESEMBLE REFER TO A-t. EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED CHIMNEYS, WITH RADIO EQUIPMENT IN A FENCED COMPOUND ON GRADE. T - 1 . , GENERAL NOTES: GENERAL NOTES (CONT'D): CONCRETE NOTES (CONT'D): WOOD NOTES: T - 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE. 24.IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN 1I.BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 1. ALL WOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 23 OF THE IBC THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC CONCEALED (SHROUDED) SUPPORT FRAMES OF TRIPODS.THE GENERAL CONTRACTOR 2003. ALL w000 SHALL 8E FREE OF INCISING AND/OR STRENGTH REDUCING PURPOSES ONLY. UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL 12.ANCHOR BOLTS TO CONFORM TO ASTM A307. CHEMICALS. SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT. FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING PACIFIC TELECOM LABOR.AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT FACADE MATERIAL,TEXTURES.AND COLORS. THE CONTRACTOR SHALL FURTHERMORE 13.NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER 2. PLYWOOD SHALL BE DOUGLAS FIR-LARCH STRUCTURAL GRADE CONFORMING TO IBC AS DESCRIBED W THE DRAWINGS AND OWNER'S PROJECT MANUAL. ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN AND SHALL BE MIXED AND PLACED N STRICT ACCORDANCE WITH T H E s 8 A Y I c a s L.L c PHOTOSIMSULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT THE FINAL MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE 2003 SECTION 2303. PANEL SIZE SHALL BE 4'-0'=8'-0 2. PRIOR TO THE SUBMISSION OF BIDS. CONTRACTORS INVOLVED SHALL V1SR CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSIMULATION. SHOP DRAWINGS AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI 3. ALL FRAMING MEMBERS SHALL BE DOUGLAS FIR-LARCH NO.1/N0.2 GRADE THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING SHALL BE PROVIDED TO THE GENERAL CONTRACTOR. CONSTRUCTION COORDINATOR,AND MINIMUM). CONFORMING TO IBC 2003 CHAPTER 23. THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION. SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD 4. STEEL HARDWARE SHALL BE ASTM 436 OR BETTER. BOLTS SHALL BE ASTM A307. CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS 25.IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES ALL NAILS. BOLTS AND WASHERS EXPOSED TO WEATHER SHALL BE GALVANIZED. SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERRORS, WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED,CONTRACTORS SHALL OMISSIONS,OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF CONFIRM (PRIOR TO SUBMITTING BID)WITH CONSULTING CONSTRUCTION COORDINATOR STRUCTURAL STEEL NOTES: - S. ALL WOOD AND PLYWOOD IN CONTACT WITH ROOFING MEMBRANE TO BE PRESSURE THE ARCHITECT/ENGINEER VERBALLY ANO IN WRITING. RED LING FROM THE PRESENCE N POST TENSION CH CHANGE THE E EXISTING THE ROOF SLAB - I. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE TREATED. RESULTING DROM 4N UNDOCUMENTED INDICATED CAANOR IN THE EXISTING BUILDING CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN 'AS-BUILT DRAWING SET" - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF 6. PROVIDE 2s BLOCKING AT MID-HEIGHT OD STUD WALLS OVER 9'-0'IN HEIGHT. THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT 2. STRUCTURAL STEEL DESIGN, FABRICATION, PANTING AND ERECTION (INCLUDING MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS PPROCEDURES SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS MR X-RAY ]. UNLESS 2 (SAME OTHERWISE, TOP PLATES OF ALL WOOD STUB WALLS ARE TO BE FIELD WELDING. HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS.AND Ti) SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND OCCSURE (INCLUDING 810) FOR ALL PENETRATION AREAS WHERE ANCHORING THREADED EXPANSION ANCHORS)SHALL BE BASED ON THE A.I.S.C. DOUBLE 2. (SAME WIDTH AS STUD)WITH A MINIMUM LAP OF 48"AND 12-16d AT OCCURS. EACH LAP. ■ OD IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENT'S. "SPECIFICATION FOR THE DESIGN, FABRICATION,AND ERECTION OF STRUCTURAL THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) 26.GENERAL&5U8 CONTRACTORS SHALL USE STAINLESS SI LEL METAL LOCKING TIES FOR STEEL FOR BUILDINGS"LATEST EDITION. SUPERVISION SHALL BE IN 8. SIMPSON STRONG-TIE OR EQUIVALENT FRAMING CONNECTORS SHALL BE USED. ALL W THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS,OR OMISSIONS PRIOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS(WHERE ACCORDANCE WITH CHAPTER 17 OF THE IBC 2003, BY A QUALIFIED TESTING FRAMING CONNECTORS SHALL BE I.C.B.O.APPROVED AND INSTALLED PER J GI TO SUBMISSION OF CONTRACTORS PROPOSAL. IN THE EVENT OF APPUCABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON AGENCY DESIGNATED BY THE CONSULTANT. THE CONSULTANT SHALL BE MANUFACTURER'S RECOMMENDATIONS. W DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR CIRCULAR PROJECTS. RECOMMENDED MANUFACTURER SHALL BE: PANOUR CORP. METAL FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. w O EXTENSIVE WORK. UNLESS DIRECTED OTHERWISE. LOCKING TIES MODEL N0. MLT4S-CP UNDER SERIES-304(OR EQUAL). PANOUIT 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: 9. UNLESS NOTED OTHERWISE,ALL STRUCTURAL PLYWOOD SHALL BE A.PA. STRUCTURAL ' - 4 pu PRODUCT DISTRIBUTED BY TRLARC OF TACOMA, WA RATED SHEATHING EXP 1 AND CONFORM TO PRODUCT STANDARD PS-1 (LATEST 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN EDITION). THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY TYPE OF MEMBER RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS.TECHNIQUES, a O SEQUENCES.AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE A PLATES,SHAPES,ANGLES,AND RODS ROTH A36. Fy 36 KSI N WORK UNDER THE CONTRACT. DESIGN CRITERIA: B. PIPES ASTM A53, Fy 35 KSI FIBERGLASS NOTES: C. ANCHOR BOLTS ASTM A307 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING D. CONNECTION BOLTS ASTM A325 TWIST-OFF-TYPE 0 TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE 1. THE STRUCTURAL DESIGN OF THIS INSTALLATION 15 IN ACCORDANCE 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER I. ALL FIBERGLASS REINFORCED POLYMER(FRP) COMPOSITE PRODUCTS SHALL BE IN c0 0 OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. WITH THE IBC 2003. A123/A123M-00. ACCORDANCE WITH ASTM E BA TUNNEL TEST METHOD AND IBC 2003,CLASS A.FLAME a. 6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL 2, DESIGN IOADS: SPREAD RATING OF 25 OR LESS. FRP PANELS ARE TO BE UV RESISTANT FOR BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES. REGULATIONS.AND 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A I.S.C. AND AWS STANDARDS EXTERIOR EXPOSURE AND MUST BE RF TRANSPARENT TO ALLOW UNIMPEDED ANTENNA ORDINANCES. CONTRACTOR SHALL LIVE ALL NOTICES AND COMPLY WITH ALL DESIGN DATA FOR PORTLAND. OREGON AND SHALL BE PERFORMED BY WA.B.O. CERTIFIED WELDERS USING E70 XX SIGNAL PROPAGATION. LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,AND -ROOF SNOW LOAD 25 psf USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE 2. THE MATERIAL SPECIFIED SMALL BE FURNISHED BY A REPUTABLE AND QUALIFIED LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 MANUFACTURER OF DEMONSTRATED ABILITY WHO HAS ROUTINELY ENGAGED IN THE OF THE WORK. -BASIC WINO SPEED(3 SEC GUST) 100 mph REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX MANUFACTURE OF FRP COMPOSITES. PRIOR TO FABRICATION.THE MANUFACTURER ELECTRODES. WELDING WITHIN 4"OF COLD BENDS IN REINFORCING STEEL IS MUST SUPPLY COMPLETE SHOP DRAWINGS OF THE SHROUDING DETANJNG ITS 7. GENERAL CONTRACTOR SHALL PROVIDE.AT THE PROJECT SITE,A FULL SET -WIND EXPOSURE C NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF PREDICTED INSTALLED RF PERFORMANCE (MAX LOSS 168). THIS PERFORMANCE MUST OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND WELDED BARS. BE GUARANTEED BY THE MANUFACTURER. . ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH -SEISMIC DESIGN CATEGORY 0 THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE,AND 3. ALL FRP MATERIAL IS TO BE EPDXY WELDED TO MATING SURFACES. TITLE SHEET IS STAMPED FOR CONSTRUCTION"AND EACH SUCCESSIVE -MAPPED SPECTRAL ACCELERATIONS GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES 4. ALL FASTENING HARDWARE TO BE STAINLESS STEEL UNLESS NOTED OTHERWISE, MIN. SHEET BEARS THE ARCHITECT'S SIGNED WET STAMP. FOR SHORT PERIODS S. = 1.0586g INDICATED. ALL COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL OF 6"0/C. /14 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACIUTIES -MAPPED SPECTRAL ACCELERATIONS MEMBERS.' ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED FOR A 1 SECOND PERIOD Ss = 0.36729 5. COLOR OF FIBERGLASS TO MATCH COLOR OF EXISTING EXTERIOR OF BUILDING. OTHERWISE. 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(3/4"DIA) MANUFACTURER TO PROVIDE A COLOR SAMPLE TO THE CONSTRUCTION MANAGER FOR AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. APPROVAL PRIOR TO FABRICATION. ENGINEERING 9. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L.USTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND 8. STEEL CRATING MAY USE 5/B"GA ASTM 6. PROVIDE 3 SETS OF SHOP DRAWINGS FOR APPROVAL BY TRK ENGINEERING LTD. I4 NON-STRUCTURAL CONNECTIONS FOR STE OR PROJECT SITE. SPECIAL INSPECTIONS A307 BOLTS UNLESS NOTED OTHERWISE. GAYS PRIOR TO FABRICATION. #201 - 17688-66TH AVE 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF 1. SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1704 OF THE IBC 2003 9 7. MANUFACTURER'S CATALOG OF All PRODUCT DATA SHAT BE SUBMITTED ALONG WITH SURREY, ) 74S 4 2 CANADA NOT LESS THAN 2-4 OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ARE REQUIRED FOR HILTI ADHESIVE ANCHORS. Al WELDS TO BE 1/4-FILLET UNLESS NOTED OTHERWISE. SHOP DRAWINGS. TEL: (604)574-6432 FAX: (604) 574-6431 ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 10. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC TOLL FREE: 1-877-345-4045 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING RICH PAINT) OR APPROVED EQUAL. EMAIL mo,IOtrAe,,g corn IMPROVEMENTS. EASEMENTS, PAVING.CURBING, ETC. DURING CONSTRUCTION. WEB: +r..trkmg.com UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT CONCRETE NOTES: MAY HAVE OCCURRED DUE 10 CONSTRUCTION ON OR ABOUT THE PROPERTY. 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-316. MISC. NOTES: 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE PROJECT NO, f DURING CONSTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH. 2. CONCRETE SHALL BE MIXED, PROPORTIONED.CONVEYED AND PLACED IN 1. THE FOLLOWING ARE TO BE SUPPUED BY CIRCULAR WIRELESS FOR INSTALLATION BY 0565-042 J CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON ACCORDANCE WITH BC 2003 SECTION 1905 AND AC1 301_ STRENGTHS AT 28 THE CONTRACTOR: BASE STATION CABINET(S),PLINTH(S) AND SUB-BASE(S),RACKS THE PROPERTY OR PREMISES SITE SHALL BE LEFT IN CLEAN CONDITION DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. FOR INDOOR RADIO EQUIPMENT AND BATTERIES. PANEL ANTENNAS. BIAS FILTER DRAWN OT- AND FREE FROM PAINT SPOTS. DUST,OR SMUDGES OF ANY NATURE. DUPLEXERS.TMA'S. BOOSTERS.MICROWAVE RADIOS AND DISHES, COAX,JUMPERS, J RS' TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C MINIMUM CEMENT CONN=CTORS, LMU PANEL.AND CPS ANTENNAS. 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO (I'c) RATIO CONTENT PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT A.SLABS ON GRADE PER CUBIC YARD CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. TOPPING SLABS CHECKED BY CONCRETE PIERS },Opp PSI 5.65 5 1/2 SACKS 5.8. 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED B.ALL STRUCTURAL.CONCRETE 4,000 PSI <_.65 6 1/2 SACKS HOURS TO AVOID DISTURBING NORMAL BUSINESS. EXCEPT WALLS / CAD PLC: 0]65-Oa2Gl 15, THE CONTRACTOR SHALL PROVIDE CIRCULAR WIRELESS. LLC. PROPER C.CONCRETE WALLS 4,000 PSI 5.45 INSURANCE CERTIFICATES NAMING CINGULAR WIRELESS.LLC.AS ADDITIONAL 6 I/2 SACKS INSURED,AND CINGULAR WIRELESS,LLC. PROOF OF LICENSE(S)AND PE& CEMENT SHALL BE ASTM CI50. PORTLAND CEMENT TYPE II U.N.O. REVISIONS PD INSURANCE. MAXIMUM SLUMP SHALL NOT EXCEED 3". BEFORE THE ADDITION OF DATE DESCRIPTOR W6, LU LL 16. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING DEC 20/05 V8OLIMNAK!to's 66 ALL INSPECTIONS. SUPERPLA_STICIZERS. - - OEC 28/05 FINAL ZO'S S.B. 17. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE omit 07/06 REVISED FINAL TO'S 11) PA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO a ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE CONSTRUCTION. 1-800-332-2344 AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260. 18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND 0494, 0618,0989 AND 01017. TOTAL AIR CONTENT SHALL BE IN SUBMIT TO CIRCULAR WIRELESS, LLC.ALONG WITH REDLINED CONSTRUCTION ACCORDANCE WITH TABLES 1906.2.1 OF THE IBC 2003. SET. 5. REINFORCING STEEL SHALL CONFORM TO 45TH A615(INCLUDING SUPPLEMENT 19, CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING S1), GRADE 60, fy=60.000 PSI. EXCEPTIONS ANY BARS SPECIFICALLY SO UP(REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 REDLINED SET TO CINGULAR WIRELESS. LLC. UPON COMPLETION. REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1)MAY BE 20. FOR COLLOCATION SITES, CONTACT TOWER OWNER REPRESENTATIVE FOR WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH PARTICIPATION IN RID WALK. WELDING PROCEDURES SPECIFIED IN A W.S. D14 ARE SUBMITTED. 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER ACCORDANCE WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT INSTALLATION COORDINATION SOLUTION(S)TO NETWORK CARRIER AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER WE REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. BARS AT ALL WALL AND FOOTING INTERSECTIONS, LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF 22. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT. MUST BE APPROVED WELDED WIRE FABRIC A MINIMUM OF 8"AT SIDES AND ENDS. CARMAN DRIVE BY CINGULAR CONSTRUCTION MANAGER. PX26 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 15686 SW SEQUOIA PKWY 23. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR. THE 6. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615. TIGARD, OR 97224 GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND GRADE 60, Iy-60,000 PSI. BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION. PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF,AND HAVE THE WORK 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHAT BE FIELD BENT GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. SHEET TITLE 10.CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: _ FOOTINGS AND OTHER UNFORMED 3- GENERAL NOTES SURFACES, EARTH FACE FORMED SURFACES EXPOSED (#6 BARS OR LARGER) 2" - TO EARTH OR WEATHER (#5 BARS OR SMALLER) 1 I/2" - SLABS AND WALLS (INTERIOR FACE) 3/d" SHEET NUMBER G -- 1 NOTES: ill I. SITE PLAN INFORMATION WAS OBTAINED FROM DRAWINGS PREPARED BY'GREG L.ALLWINE ARCHITECTURE AND PLANNING',GATED 2/10/95 AND SITE MEAUREMENTS BY'IRK ENGINERRINC LTD.'TA(EN 8/23/05. THIS DRAWING 1 DOES NOT REPRESENT A SURVEY AND ALL DIMENSIONS ARE APPROXIMATE. ----- ----------------------- -- --,tp �-------- — PACIFIC L I;x4.ss N V/ • / / / 16AYIC.1 <<4 II v / //j ./// / /// LEGAL DESCRIPTION: II PARKING AREA / // / 1D?:r . / / H I / / SKIN'�' / • / / CENTER,,A DULY RECONRDED PLAT PORTION IN WASHINGTON COUNTY PLAT OBOOK 71. • ARROW ' // / / / / PAGES 38 THROUGH 41,LOCATED IN THE SOUTHEAST ONE-QUARTER OF DRAWING IS APPROXIMATE ONLY AND I / ////// /////// //////+r•' /I TERACT BEING DESCRIBED AS FOLLOWS: DENGTON COUNTY,OREGON.SAID MUST BE VERIFIED BY CONTRACTOR I I / N /'//// // ///+y ///�r _ r COMMENCING A7 THE NORTHEAST CORNER OF SAD LOT 5 THENCE TRACING _ /I THE BOUNDARIES OF SAD LOT 5 THE FOLLOwNC COURSES AND DISTANCES; (J) I I =,'I I ,11IIIII / / '/.// / • - ` // + •`••.-. SOUTH 1751'47"WEST, 49.32 FEET THENCE SOUTH 1805'10•WEST t 76.}l vj I , —' R/per • - r ■ - • • FEET TO THE TRUE POINT OF BEGINNING;THENCE SOUTH 16'03'10'WEST. W 1I h1i //' //./// / /' 187.60 FEET THENCE SOUTH 23'x9'25'WEST 218.70 FEET;THENCE SOUTH J �/ / 50'11'13 WEST. 13.00 FEET THENCE NORTH 88'08.59'WEST,263.49 FEET; 1 / - • • - ` • THENCE NORTH 41'53.25•EAST, 28.00 FEET TO A POINT OF NON-TANGENT LU 1 / // // / .•. r ••r•. r • /I CURVATURE;THENCE ALONG THE ARC OF A 881.50 FOOT RADIUS CURVE TO j N 111111111 / // / _ r • THE LEFT.THROUGH A CENTRAL ANGLE OF 4'44'53,AN ARC DISTANCE OF - <0 I 1 RADIUS- 881.50' / 73.05 FEET(THE CHORD OF WHICH BEARS NORTH 15'06'06-EAST,7},0} _ , LENGTH•241.52' // / / / •• • • • FEET);THENCE NORTH 12'20'51'WEST, 47.35 FEET TO A POINT OF V C_ NON-TANGENT CURVATURE THENCE ALONG THE ARC OF A 862.50 FOOT 7 11111111:I!.!!iI0 / // //.////.•.•a•••.•••a•a•.• / RADIUS CURVE TO THE LEFT.THROUGH A CENTRAL ANGLE OF 16'02'38'.AN ;0 1 ,.. / _ ARC DISTANCE OF 241.52 FEET(THE CHORD OF WHICH BEARS NORTH //..�. to ■ /� !-__ / � / - • /I 1 51'19'EAST, 2{0.7}FEET);THENCE LESIONS THE BOUNDARY OF SAID LOT p (\ EXISTING = ,r . a .. • r . ,�, • 5. NORTH 9000'00•EAST,33 4.53 FEET TO THE TRUE POINT OF BEGINNING. t0 Ir 1 PARKING AREA / / v;j _ - _ �t CONTANIG 2.795 ACRES,MORE OR LE55./, / . /V // //. / / . . . . . . . . . / / )-. // - ,:iiiiiiiiiiiiiii . , X 1•- - • • r-•-r-.•• - EXISTING CHIMNEY,TW. Of 2 , r , I 74• / / /11/ / p/ Nall r /// //C2( //// r• 1 r r-• • // , � ' ■ SECTOR 2 /I / // /�• i• /' — (AZIMUTH 90' ENGINEERING / / EXISTING PROPERTY // // //. ` ,•.-'-•- ;4% ir , LINE.TYP. ��• - WWI 1 FAX.,— TOLL FREE:574-6431 877345-s045 / ` EMAL: ..t .Meng.<om // / / WEB:w...tMeng.COm / // / / 1 • �/ ' SECTOR 3 / /'///// / ` •`:+:.:.• ////, T Ad AZIMUTH. 210' /. .+•+•+-=•.•.-` /'•/ / / / 1. + .• / / / I PROJECT N0: / / / a • • / / • • • /t 0665-042 //// /. // ♦ •+• ••a••',/ //// // -— _ / •••••.•••••-•.• .r DRAWN B!: R.5. FIELD ROUTE CINGULAR / / / / i /'I• DOSRNG SIOENMuc// ///// / — �SPACE�TO ANTENNAS ATTIC _// / `-.••••r••••••. /_ s.e. ///�///jj/j / / '/// ! 71111% '/// /j �•:•.• •'• -1 • • • •'•� �DME' 0565-042A1 am", / / / • . • M / / . •r - •• • • - •. •r r •r - . ' // // / 1'.`•`.` // //I / / // `•-•-••'••-•---"' --'-------- REVISIONS / // )-' `_-• �/ / •_•-•- -+••.•- ! ••'•-•-•-••••••• DATE 11ESLRiIUN 1MAnu / /� / // / , I 1_111111 // / •�. DEC Ie/a1 rrtl.rwT zoY Si.•,`••.a• / .•a +• • .- !r'.a•r••'.'r-r'r ••a OEC 07/65 F/MLLZ RA.•/ I ' / I I - - - r ./, . __ blligh,/— , , ./, / / /� / L !RR m/04 RENSEO RIML zo's P1 •A / ' ■I—rl ...e / . ••_•- • • • , • •r• • • • • • / •./ • ■I■■■■■01111 i / // _•. r ..../......-_..-r`.'.'/ //// / I III n�r`:j -- 249' -------' �4 / ' / SITE PLAN I SITE PLAN sHEET No.BEA O 10 20 30 1 H A 1 . z-© KEYED NOTES.\`V/REFERS TO CORRESPONDING NOTE BELOW. 1. GNGUTAR GPS/E911 COMBINED ANTENNA. TRUE NORTH ARROW SHOWN ON THIS 2. p(61NG BUILDING DOOR. SECTOR 2 ANN• MUST NBE VERIFIED%BYY CONTRACTOR 3. ARGUS TE12 SITE SUPPORT CABINET(4000 LBS). PACIFIC TELECOM 4. NOIW UL'T B 1t RADIO CABINET(865 LBS). S A A V 1 C s s L L C 5. FTIILIRE NOKIA ULTRASITE RADIO CABINET(045 L85). ® �•-2•* 6. FUTURE LUCENT UMTS MODULAR CELL CABINET(790 LB5). / / 1 \�---L�..���� 7. WAVEGUIDE BRIDGE. ® Ii VJ " © .� _-- i 6. REMODELED CONCRETE STEPS AND LANDING TO SUIT NEW ADA RAMP / I -'i ACCESS. D(ISITNG ADA RAMP TO BE REMOVED. 4 _ 1;� �¶. B. CONCRETE PAD FOR ADA RAMP ACCESS. M 2 '^ Y 10.4'-0-MAR GATE '^ T0 SECTOR 1 SECTOR 3 11.LOW LEVEL RF STORAGE. /� 0) A21ERlFN 330 c .- - ® - ---__......i ... -- AZIWTI-210 12-ET657MW S'ARIEtf4R. `E 1 w V 1,' 13-ADA RNAP. W O i� - ' I 14,STEEL GUARD RAIL_TYP. j 0 15.EXISTING LANDSCAPING. 3 I e• .3-0': a O ® .{., - _ . . .. 5 TYP 16.EXISTING BUILDING ROOF UNE. ( , , • J 17.SDE SICIMCE. v, N ZQD L.'-.I 16-E%ISTTNG BUILDING. J H 1B.EXISTING CONCRETE CURB. • -O V20.EXISTING ASPHALT. p21.EXISTING SUPPORT COLUMN. 22.EXISTING CONCRETE WALKWAY. 21 GNGULAR PANEL ANTENNA.rm. OF 2 PER SECTOR. • ��^---- 24.RE TRANSPARENT SCREENING TO RESEMBLE EXISTING CHIMNEY,TYP. OF 2 l - 25.ANTENNA CABLES ROUTED IN CEILING SPACE OF EXISTING BUILDING.REFER 1111 ` ® TO A-1 FOR CONTMUATK)N. 26.EXISTING MECHANICAL UNIT. .q.. .l 27.EXISTING DISH ANTENNA 2B.PENETRATE EXISTING WALL AND ROUTE ANTENNA CABLES UP TO ATTIC VIA viol'ROOMS. ,.�8�1• 29.9'-0•CMV BLOCK WALL WITH BRICK VENEER TO MATCH EXISTING ENGINEEii1NG BUILDING. N201 - 17666-66TH AVE 30.EXISTING DISH ANTENNA TO BE RELOCATED AS REWIRED. SURREY,BC V456432 CANADA ` 31.EXISTING ROOF VENT. FAX: (604)574-6431 TOLL FREE. 1-877-345-4045 I'- - I 32.EXISTING ACCESS HATCH. EMAIL:mRBOIH.mq corn WEB:www,tHnng,com 1 1 1 I I I 1 1 1 I I 1 I I I I I I I I 1 1 1 I 11111111 ANTENNA LAYOUT 33.EXISTING ELECTRICAL EQUIPMENT. PROJECT N0: 0 . i 2 0563_042 DRAwn BY: R.S. I)' CKECXED BY: S.B. CAB RTE: N _ 2575-042AZ '7 _ _ _ _ / _/ �� �������� REVISIONS lii�iiL� iii ���4_°°� ili,�iiacE'r=1°-111 DM DESCRiTOR I.«TML ` lii ;:- :-•ii�ll I=l lull∎.:•-•:: •110111 •• BEC xa/os PREL4ANNY 2D's s.e. IIliii11L�1;_I110IIL _II101111I1L��:_i'{ I�jj�l 2 DEC 27/05 FINAL zDS 5.7. �L wiz 07/06 REVISED R.N.ZD'S(1) PA •-' ,'10111�::=:":i11_�11_i•• •••I.11li'11_E'• •••1.111 % TRUE NORTH ARROW SHOWN ON THIS 11�.• ILL_ ILL ILL_ • �" "1iiffiiiRH-••• 1110�iION6:::-:Il1LillOA / DRAWING IS APPROXIMATE ONLY AND 11 MUST BE VERIFIED BY CONTRACTOR .-gri= .-... null!_:.-... ii @ii m liifiil %/ r m9!!�ii�iii 1. iin��•.i p:_i:::=:_iii ui:_:::__ A:i_.__-•iiilll _ eiiillllw••-•:e=•iiilll_� /�� / - __ /III ❖:::❖.❖.❖.soo❖.❖.•.❖:oe. ::•so..000❖.•.❖.❖.sss•.•.s•.s� ,44...44.............44..E : ...4.•444444................ ;, In 0 1:12 MAX _ 071 ,r Y O ) 0 0 0 I' SITE II ' O '' CARMAN DRIVE `�`• II I i i1 a -- - - Ir 11_________,:4;' PX26 ,,`,,_; I. 1 5686 SW SEQUOIA PKWY • ): Il TIGARD, OR 97224• �€..•� _.- vim= ® m 0 O`- COAX LENGTH SHEET TILE • CDAX LENGTHS ARE CALCULATED FROM THIS DRAWING SET. AI41'DEVIATION EQUIPMENT AND ANTENNA ,,.� // �/ FROM THE PROPOSED DESIGN MAY REQUIRE ALTERATION OF COAX LENGTHS. LAYOUTS ',// // / // // /// ./ /�/ 23'-0- CONTRACTOR SHALL ENSURE THAT ANAL DESIGN AND COAX LENGTHS ARE =' COORDINATED. ' ////�© /////�///. / ///// //// / EQUIPMENT LAYOUT SECTOR LENGTH # DIAMETER ', / / / / / / / / / / //� SECTOR "1" ±250'-0" 4 1 5/8" SHEET NU.BFA 1 // //// ///// //// // // /// 0 12 I 1 SECTOR "2., ±250'-0" 4 1 5/8" A ,-, 2 - // /,// . / // /,// // // /� SECTOR "3" ±210'-0" 4 1 5/8" /"1 KEYED NOTES:Q REFERS TO CORRESPONDING NOTE BELOW. 1. CMGULAR GP$/E911 COMBINED ANTENNA. 2. EXISTING TREE TO BE REMOVED FOR ADA RAMP INSTALLATION. ejiS 3. ADA RAMP. PACIFIC TELECOM 4. STEEL GUARD RAIL TYP. a3 a a, 5. REMODELED CONCRETE STEPS AND LANDING TO SUIT NEW ADA RAMP ACCESS. EXISTING ADA RAMP TO BE REMOVED. 6. EXISTING BUILD NG. 7. CINGUTAR PANEL ANTENNA,TYP. OF 2 PER SECTOR. 8. RE TRANSPARENT SCREENING TO RESEMBLE EXISTING CHIMNEY,TYP.OF 2. 9. ANTENNA CABLES ROUTED IN ATTIC SPACE OF EXISTING BUILDING. 2 10.9'-0•CMU BLOCK WALL WITH BRICK VENEER TO MATCH EXSITNG BUILDING. N N 11,EXISTING WOOD FENCE. W 12.EXISTING DISH ANTENNA TO BE RELOCATED AS REQUIRED. J ■ W 13.EXISTING TV ANTENNA, EC UJ N > 14.PENETRATE EXISTING WALL(NEAR EQUIPMENT)AND ROUTE ANTENNA - Q Ori CABLES UP TO ATTIC VIA UTILITY ROOMS. -_ - - -- _-_ 0) 1.7.(S p T.O.ANTENNA SCREEN NOTES: N O / 65'-0•t A.G.L. 1. ELEVATION IS DIAGRAMMATIC ONLY. • 2 VERIFY ANTENNA RRD CENTERS AND AZIMUTHS WITH FINAL STIE ^U_ O CONFIGURATK)N SHEET FROM RF ENGINEER. W ;'ryi;:. CINLAR RAD CENTER .f . 59'-0•t A.C.L jV EiY X / ..L�Y`.i IyN` T.O.PARAPEA.G.L.85'-7•±A.G. I ENGINEERING /' a #201 - 17688-66TH AVE 1111116-- SURREY,BC V35 7X1.CANADA I - _ AXL (04)57�6431 TOLL FREE: 1-877-345-4045 -- _ -- - - WEB: w.w�lrksngnrnm G % �--T / I--T PROJECT NO- `" ai F. I f I •�t © '/r I' 0565-042 ® ORAWN 6Y: R.S. JI, EE 0.1J [" 1 J aecl¢o fir: S ' !' �'„ s", 1 - n. .(I U0 FIE. 0565-04w ; "- '_ -h.144,; 1 >+•,,F \ r § REVISIONS .y. ,'�,\.,.V ,y,A.;;; , fr I .5-.••`"r SRTe OESCRFPQR INITIAL ", 12.. ‘,,i''. 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'- a� °=__-==_=______- =-= '�` �;• ■unnwiEi7Gsi`i ri7tiEli' �ifi9YiGM `k.Lc`k R q=(-:..∎1..+'' - — :. �1 J' �p�My� r psi J � N VIII I SITE .7/.1.1.7������ O �v-11I_I © =_=S= �_rrr �1=� +� i6Yh GRADE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIII O'-o•A.G.L(186.9'AMA) ` CARMAN DRIVE PX26 15686 SW SEQUOIA PKWY TIGARD, OR 97224 SWEET TITLE SOUTH ELEVATION SOUTH ELEVATION SHEET NIAIMER 02 ° B I 1 A - 3 • �T I KEYED NOTES:Q REFERS TO CORRESPONDING NOTE BELOW. T. EXISTING LANDSCAPING. 2. EXISTING BUILDING. 3. CINGULAR PANEL ANTENNA,TYP. OF 2 PER SECTOR. PACIFIC TELECOM TER Y TC•B EEC 4. RF TRANSPARENT SCREENING TO RESEMBLE EXISTING CHIMNEY,TYR.OF 2. 5. EXISTING DISH ANTENNA TO BE RELOCATED AS REQUIRED. 6. EXISTING TV ANTENNA. NOTES: I. ELEVATION IS DIAGRAMMATIC ONLY. .. N 2. VERIFY ANTENNA RAD CENTERS AND AZIMUTHS WITH FINAL SITE U) CONFIGURATION SHEET FROM RF ENGINEER. /Tt W �IV] J W D o ,- j, a 3 -„ v0 C Z 0 • O 2 U OT.O.ANTENNA SCREEN 11 1• 65'-Ort A.G.L X O CINGULAR RAD CENTER NI III O T.O.PARAPET • 55•-rt A.G.L /�/��� ENGINEERING 11 IIIIIIIIIII _h_t_I' ,201 - 17666-66TH AVE Mill ,ueirl! —• SURREY,BC V35 7X1,CANADA - 1��._ «>574-6432 ■ __ TOLL FREE: 1-677-346-4045 MOMWEMMEBL',.:mat.trkrkengnegornc°' IMMI 11111 111111111111111.I I IlkY - 1 I �!'JJt� PROJECT ND: 1' ') �N�.'I�T 0585-042 O___— I '..�. ■■ ■. _ I — •■ ii'• ' II hi IL. Ir ~.4! DMWN BY: R.S.• . . T �.yV •I ~ .. ,. , I,IIIIIII IIIII IIIIIIIII'... .�... "�1.x ! CMECIRD B1': 4I.�i'K', S.B. ��> IIIILIIII w� v IIII IIIII lUul" J ,, ,,I — y�, CAD E P ..r/I�'���W. IIIII IIIII 111111 IIIII ., � � I'• - D5B D47/q., _fe... , F . ��111111111111111111 �.. w ry r : � �' ' � 11111'i— — — .,1111'111� '� ? ' ����5 �" n. REVISIONS F. E NBj trit 1 / ' ` DATE DESCRPTION INTIAr_ -- I 2B\ I „ — �.. ,__ _," '"A- 'ofi :vF �"y,'t4.." i f ;1'1 Ya S ."'146. 4. .�^•.s ?-'Ms d AY``:s ''�f'.".`va e.Vs"�'.d .idf ,4.— C `�yy 3'.' ' D-0 A.G.C- (166 9"AMSL) SITE CARMAN DRIVE PX26 15686 SW SEQUOIA PKWY TIGARD, OR 97224 SHEET TITLE PARTIAL WEST ELEVATION PARTIAL WEST ELEVATION SHEET NUMBER I I= 7 1 [ A -- 3 . 1 • . PACIFIC TELECOM SERVICSS 1..LC 1 1 I I F s... 11-11I i I II II 1 , , T1 4, , , L ARGUS 1E12 NOKIA NOKIA FUTURE NOKA FUTURE NOKIA "to . VI SITE SUPPORT ULTRASITE ULTRASRE ULTRASITE ULTRASITE lei 2 FUTURE LUCENT 3 5S CABINET a—- 1-— CABINET . CABINET CABINET CABINET UMTS MODULAR as . Is I 1 2 (4000 LBS) (845 LBS) (845 LDS) (645 LBS) (845 LB •S) CELL CABINET I .r. (790 LBS) ` iissmA 0) `... U) ''s■,,, (13 LI21 sn MEW -.),-#71.N ir,,,r 1/4, - -in ..- ■ IL •- ■ ( r r 11, . , r, , r ia, '1A 1 I ;_____ _::' , , , , ; . , , / ',f , „._. , ■ -4-0 s • , • 1 1 r-6 5/1e i 2.-6 5/16' , 2.-4 5/1e '. 2 3/6r,' , CD ,.. , 3,5 e-4 1/4' / • 1 / • ,°1 /! 41 , o; I I rt C n , 0 ,... .... , It ,' i 11 • 11 II ....." r • imsim■ -0 11 ....'-- -- k -- 11.____------ (.1) I.,..., ..". .." _- EQUIPMENT PLAN ENGINEERING ? 2 3 #201 - 17688 - 66TH AVE SURREY, BC V3S 701.CANADA TEL (604)574-6432 FAX: (604)574-6431 TOLL FREE: 1-677-345-4045 EMAIL: mollOtersr)corn WEB:rrInstrkeng.corn , . PROJECT NO. 0565-042 DRAWN BY MODEL#: 611348PR65VDPALC) MODEL ii: 742 264 MANUFACTURER: EMS WIRELESS MANUFACTURER: KATHREIN MOUNTING BRACKET: INCLUDED MOUNTING BRACKET AMEI 7 LENGTH: 52" LENGTH: 51* ARGUS TE12 SITE SUPPORT CABINET NOKIA ULTRASITE CABINET FUTURE LUCENT U1F1S MODULAR CELL CABINET CNECKED BY: SB WIDTH: 12" MOTH: 10.3' wcIGHT = 4000 LOS WEIGHT - 845 LBS WEIGHT .6 790 LBS DEPTH: DEPTH: 5.5" WEIGHT: WEIGHT, 29 lb,. (W/BRACKETS) 36.4Ibs. (W/O BRACKETS) CM,DLE. 51'4 1. REV S oEscRprood INTAL DEC 10/05 PRELAsNals WI S.B. DEC 26/09 now WS 54 mut o7/06 REMIT Fmk zrir5(1) 1 e'A ... ...4' I .../......"- . •,, 7 ..../......I -. II .1- LI -. I. Qoll 111 z. MO DE L#: DBXLI-1-90904 MODEL f, AP1417-8801940-88-XP-2DT ...""/........./ ...,11 TIGARD, 0 MANUFACTURER: ANDREW MANUFACTURER: KATHREIN MOUNTING BRACKET: 005083 LENGTH: 51.4" MOUNTING BRACKET MAO-7 LENGTH: 76.3" SEQUOIA FFi 9722 WIDTH: 15.4" WIDTH, 10..3' DEPTH: 5" DEPTH: 5.5" 0 1568:As:MAN DRIVE pkwy WEIGHT. 28Ibs. (W/0 BRACKETS) WEIGHT. 59.5Ibs. (W/O BRACKETS) I c.,* PX26 O 4.--,,,. , 10 9.4E7 ISLE EQUIPMENT AND ANTENNA DETAILS ANTENNA SPECIFICATIONS EQUIPMENT CABINET DIMENSIONS SHEET NumDER N T.S. N.T.S. 2 1 A._ 3 . 2 , • cinguIar ' P ROPRIETARY INFORMATION THE INFORMATION CONTAINED DISCLOSURE IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN PACIFIC TELECOM THAT WiQH RELATES TO CINOUAR AIRLESS PACIFIC TELECOM SERVICES IS STRICTLY PROHIBITED. 33 AS`�r. WIRELESS SERVICES . LLC MA�ERIA� CARMAN DRIVE 001DNIED d a4ter end of 15686 SW SEQUOIA PKWY w Can be Z o55e L f�na1 dec�si°n) T I G A R D, OR R 97224 7 2 2 4 FINAL ZONING DRAWINGS �' d 01 NOT TO BE ROUTED THROUGH D -- <a appeal pe"° C INGU LAR e app P X 2 6 12/28/(15 �) No C 0. VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX .0 -F \ DWG. ` , E 30 APPLICANT LAND OWNER: ND DESCRIPTION • 1600 AR WIRELESS T.B.D. o 4800 SW 4TH AVE T-I TITLE SHEET PORTLAND, OR 972(11 N \ CONTACT: STEVE EVENSON 6 , I \\/\ I PHONE (503) 791-9374 G-1 GENERAL NOTES \-;RDI LN 26 A-1 SITE PLAN 1lr`\ PROJECT ENGINEER; PROJECT I�pWppa'LN TRK ENGINEERING LTD. CONSULTANTS: A'-2 EQUIPMENT AND ANTENNA LAYOUTS ING q6?‹* p PO4 90 •25i - 17686 -66TH AVE J E 1 -c---_.11,. SURREY, BC V35 7%1. CANADA PACIFlC TELECOM SERVICES. LLC A-3 SOUTH ELEVATION E (S. CONTACT:CHRIS BARRETT y S ,y BE4vERTON •\ • N TEL: (60a) 5,77:14.121 A-3.1 PARTIAL WEST ELEVATION fog �teH-fey.Av[ a ,y RALEIGH HILLS / ( ) TEAM LEAD; '. ss 101 6444F4 FAx: 804 n,(1041 m4-0432 �.� I 1, TOLL FREE: 1-877-345-4045 DOUG SANGSTROM A-3.2 EQUIPMENT ANO ANTENNA DETAILS r 1 320-40.11 a Zit 14,7).6,/,,,-34,-,c1,.. F� kkli EMAIL: mollOtrkang.com PHONE: (415)596-3312 NA,noirA•/W04" 1 J�, RWCTON u?� ! L PO as....tn.nv.<em pp CODE INFORMATION: ;�/ II II �] MILWAUNIE SITE ACQUISITION' �.R. )' ZONING CLASSIFICATION: 1-P 4µe-414 i / CINGULAR SEVILLE AVE LAK u/� to rou JOHNSON "'�n�' SCARS OSWEGO 6(( BUILDING CODE: 2003 IBC PHONE: (206) 354-0893 ^ i.T - .ff ((JJ ... 1 lllllli -414- BUILDING CONSTRUCTION L1 WASHINGTON CT ^_ ! \ / TYPE: V-1 HOUR/SP RINK LERED TONING AGENT; [Keen At f4 CINGULAR SITE W SEAN BELL •c TUALATINr ,\ BUILDING OCCUPANCY: PHONE. (503)969-7523 ,�6� P LI]Jl � / J COMMON AS CE Ni 2 CONSTRUCTION 04'x' • A, . 11l ", , / %`' RESTAURANT&CONFERENCE ROOM - A3 COORDINATOR: • REVISIONS JURISDICTION: T.B.D. SCOTT HEFT 4041 Iw4w PHONE (971)832-1133 06 40/04 '0A 4440' DRIVING DIRECTIONS (FROM PORTLAND) SITE LOCATION 0f 1'91 Mk WA 14 DEPART 1600 SW 4TH AVE.PORTLAND, OR 97201 ON US-DO(SW MARKET ST (EAST) (BASED ON NAD 831: UTILITIES:[ J( T)(0.2 MQ, ROAD NAME CHANGES TO SW hARBOR DR (0.3 MI). (72\cp TAKE PAAIP (L,EF'T) OMO I-5(8.7 MI)TOWARDS -5/ SALEM/TK:ARO. AT EXIT 291, TURN RIGHT DNTD RAMP (D.2 MU ipWAR05 CARIMN DR/ UTITUDE: N45'24'27.18555' BRENT HANSEN KING CITY. BEAR RIGHT(SOUTH-WEST) ONTO SW UPPER BOONES FERRY RD (0.1 MI). TURN RIGHT(NORTH) ONTO SW SEQUDN PKY(98 YOS). PHONE: (503) 267-7190 /ARRIVE 15686 SW SEOUOIA PKWY, PORTLAND,OR 97224 LONGITUDE: W1Z744'a6.38864"TOP OF PROPOSED PARCEL NUMBER(S): r STRUCTURE (AGO: 65.0' T.B.D. TOP OF DUSTING A •- GO' STRUCTURE (AGL): 55.6' AREA OF PARCEL: '' Cl GROUND LEVEL. `AMSL): 186.9' 279 ACRES �1�rT3'24 r0 (NAND 29) 971 TANAG'- t11 NEW IMPERVIOUS CARMAN DRIVE PROJECT ARE : AREA. EXPRATtON DATE* Px26 N/A 1802 50. R. ��^ 15686 SW SEQUOIA PKWY CONSULTANT GROUP SIGN OFF DATE SIGNATURE CINGULAR SIGN OFF DATE SIGNATURE TIGARD, OR 97224 JAN j )R05 CONSTRUCTION COORDINATOR COMPLIANCE IANCE GENERAL INFORMATION; LANDLORD'S REPRESENTATIVE INTERCONNECT 1.PARKING REQUIREMENTS ARE UNCHANGED m1 2.TRAFFIC IS UNAFFECTED PROJECT MANAGER SIGNAGE 3.SIGNAGE IS PROPOSED TITLE SHEET SITE ACQUISITION RF ENGINEER PROJECT DESCRIPTION: Z • ONING RF MANAGER CINGULAR WIRELESS LLC. PROPOSES TO CONSTRUCT AN UNSTAFFED RADIO LEGAL D E S C R I P T 10 N CONSTRUCTION TELECOMMUNICATIONS FACILITY CONSISTING OF A THREE-SECTOR ANTENNA ARRAY ym r4,4031 REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO (2 ANTENNAS PER SECTOR)WITHIN RF-TRANSPARENT SCREENS TO RESEMBLE REFER TO A-I. EACH REDUNE NOTE AS DRAWINGS ARE BEING REVIEWED CHIMNEYS.WITH RADIO EQUIPMENT IN A FENCED COMPOUND ON GRADE. T- 1 — — — — - , 7: � O. 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I 4 A.,,,,,t,,.. 101 I iti I A,, ° ' PRO - ,<,: wiiird., •..., , wor.'•- 7-- I 1 IP:o •-7 ON - C>• ‘tt}-r, 4'. ..4r,'. cmalow DRNE PX28 .158136 SW SEOLKNA Plow MARV, OR 97224 NAN ME EXF1RATION DATE: EOLAINAENT ANO ANTENNA i 07 DETAILS JAN 0 3 2006 ANTENNA SPECIFICATIONS EQUIPMENT CABINET DIMENSIONS LPT WON M FS. ,.. .__. M.T.L 2 ii. , A-3.2 , I • ,v,i„..„...„. ... ..: , .4::::,,,,:<:,,, ,, lir Existing Rooftop ';,Nhaimirsimolow t X0 , . s. * 1111 r f Ail 1 . a -r- s 101.10110111111 esiikat im 0 III : . .... ... ; . e' 0 . .- Z t 1 Proposed Concept 2—Cingular Site PX26 Photosim by Bell Design, Inc. for Pacific Telecom Services ADDITIONAL DOCUMENTS Cheryl Gaines-MMD2006-00001 Paie 1 From: "Dick Buono" <DickB @PacTrust.com> To: "Cheryl Caines" <cherylc @tigard-or.gov> Date: 4/18/2006 11:57:00 AM Subject: MMD2006-00001 We are the owner of the Marriott Courtyard Hotel on SW Sequoia Parkway which is the subject of the above cited Minor Modification. We did not authorize Cingular to make any such application and as the Franchisee under the Marriott Courtyard Franchise would not be in a position to allow such a modification to the hotel without the express approval of Marriott. You are hereby notified that Cingular does not at this time have any formal interest in the property and that they specifically are not authorized to obtain permits for any modifications to the hotel. We are talking to Cingular about a potential lease arrangement which, if consummated, and if Marriott, the Franchisor, and PacTrust, the Franchisee, were to approve Cingular's plans and specifications, might allow such a use. However, at this time, Cingular has no legal interest in the property and has no rights to obtain permits for work a the property. Richard Buono Pacific Realty Associates, L.P. 15350 S.W. Sequoia Parkway, #300 Portland, OR 97224 Telephone: (503) 624-6300 Fax: (503) 624-7755 E-Mail: dickb @pactrust.com CC: "Tom Johnson" <tjohnson @ptswa.com>, "John Wiitala" <JohnW @PacTrust.com>, "Dave Ramus" <DaveR @PacTrust.com> 410\ CITY OF TIGARD OREGON April 20, 2006 Sean Bell Cingular Wireless 1600 SW 4th Avenue Portland, OR 97201 RE: Minor Modification Request of CUP94-00002, Case File No. MMD2006-00001 Dear Mr. Bell: The City is suspending the earlier decision approving the minor modification of a conditional use for 15686 SW Sequoia Parkway (MMD2006-000 ). We have received correspondence from the property owner stating that the modification has not been authorized. If the changes are authorized in the future, the City may reinstate the decision. No building permits will be accepted or issued for the modification at this time. If you have any questions,please contact me at (503) 718-2437. Sincerely, 69,144,25c C�,,�� Cheryl A. Gaines Assistant Planner Page 1 of 1 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503)684-2772 Cheryl Caines gular Lease - Marriott Courtyard -Tigard, OR -Your PX26 Carman Drive -Tigard MMD 2006-00001 Page 1 From: "Dick Buono" <DickB @PacTrust.com> To: "Torn Johnson" <tjohnson @ptswa.com> Date: 8/30/2006 10:56:50 AM Subject: Cingular Lease - Marriott Courtyard - Tigard, OR -Your PX26 Carman Drive-Tigard MMD 2006-00001 Please consider this e-mail your authorization to go forward and complete your permit and entitlement process with the City of Tigard and any other governmental jurisdictions with authority. Let me know how it will proceed and the timing. Richard Buono Pacific Realty Associates, L.P. 15350 S.W. Sequoia Parkway, #300 Portland, OR 97224 Telephone: (503)624-6300 Fax: (503) 624-7755 E-Mail: dickb @pactrust.com CC: <CHERYLC©tigard-or.gov>