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MMD2013-00009 NOTICE OF TYPE I DECISION MINOR MODIFICATION (MMD) 2013 -00009 .11 . VERIZON WIRELESS GENERATOR T I G A R D 120 DAYS = 06 -11 -2013 SECTION I. APPLICATION SUMMARY FILE NAME: Verizon Wireless Generator CASE NO.: Minor Modification (MMD) MMD2013 -00009 PROPOSAL: The proposal is to install a generator at the southeast corner of the property. The 10 'X16' area will have a 6' fence and 8 hedge plants for screening. APPLICANT: Verizon Wireless Terry Burke 5430 NE 122n Ave. Portland, OR 97230 OWNER: Weston Investment Co., LLC American Property Management 2154 NE Broadway Portland, OR 97232 LOCATION: 6975 SW Sandburg Rd., WCTM 25101 DD, Tax Lot 00101. ZONING DESIGNATION: C -P: Professional /Administrative Commercial District. The C -P zoning district is designed to accommodate civic and business /professional services and compatible support services, e.g., convenience retail and personal services, restaurants, in close proximity to residential areas and major transportation facilities. Within the Tigard Triangle and Bull Mountain Road District, residential uses at a minimum density of 32 units /net acre, i.e., equivalent to the R-40 zoning district, are permitted in conjunction with a commercial development. Heliports, medical centers, religious institutions and utilities are permitted conditionally. Developments in the C -P zoning district are intended to serve as a buffer between residential areas and more - intensive commercial and industrial areas. APPLICABLE REVIEW CRITERIA: Community Development Code Chapter 18.360.050. SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request. The findings and conclusions on which the decision is based are noted in Section IV. MMD2013 -00009 Verizon Wireless Generator Decision 021113 Page 1 THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. SECTION III. BACKGROUND INFORMATION Site Information: The subject parcel is located in a flag lot off Sandburg Road and bordering the Highway 217 right -of- way. Proposal Description: The proposal is to install a generator at the southeast corner of the property. The 10'X16' area will have a 6' fence and 8 hedge plants for screening. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS MINOR MODIFICATION OF SITE DEVELOPMENT REVIEW: Section 18.360.060.0 states that a minor modification shall be approved, approved with conditions or denied following the Director's review based on the findings that: 1. The proposed development is in compliance with all applicable requirements of this title; and FINDING: Upon review of the proposal's plans and narrative, staff finds that all applicable requirements of this title are satisfied. This criterion is met. 2. The modification is not a major modification. FINDING: Staff finds that the criteria listed in TDC18.360.050.B 1 -11 do not apply. Therefore, the proposed development is not a major modification. This criterion is met. CONCLUSION: The proposal is in compliance with the applicable requirements of this title and it is a minor modification of a conditional use. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice was posted at City Hall and mailed to: X The applicant and owners X Affected government agencies Final Decision: A Minor Modification is a Type I procedure. As such, the Director's decision is final on the date it is mailed or otherwise provided to the applicant, whichever occurs first. The Director's decision may not be appealed locally and is the final decision of the City. MMD2013 -00009 Verizon Wireless Generator Decision 021113 Page 2 THIS DECISION IS FINAL ON FEBRUARY 11, 2013 AND BECOMES EFFECTIVE ON FEBRUARY 12, 2013. Questions: If you have any questions, please contact Hap Watkins at (503)718 -2440 or by mail to the City of Tigard Planning Division, Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon, 97223. 4 4 /,i, February 11.2013 APPROVED BY: Darrel ap" Watkins DATE Livability Compliance Specialist hap antigard- or.gov MM D2013 -00009 Verizon Wireless Generator Decision 021113 Page 3 .......... RECEIVED FEB 0 7 2013 4 City of Tigard CITY OF TIGARD 2 . NING/ENGINEERING "1 GAR Minor Modificat — Type I App on GENERAL INFORMATION Property Address /Location(s): 6975sw Sandburg Rd. Tigard, Oregon 97223 In addition, the Director must find that the proposed change is in compliance with all applicable requirements of Tax Map & Tax I of #(s): 2Si01DD001o1 Title 18 of the Tigard Development Code. To complete this review, the Applicant's proposal must include a Site Size: 1- 50 A, discussion indicating how the site expansion /change will Applicant* Verizon wireless continue to comply with the maximum setback, building • • height, parking, and landscaping standards. Other Address: 5430 NE 122nd Ave requirements of this title such as clear vision, solid waste City /State; Portland, Oregon _ Zip: 97230 storage, non - conforming situations, signs, and tree primary Contact: Terry Burke removal may also be applicable depending on the type and Phone: (503) 318 -1567 Fax: location of the proposed modifications. • E,-M . Burkea chitects.com Propc ner '1 1 . Holder(s)*: (),..).,2 9 '13....11•. .Qn--4- -CP l L,'- -; ct L' - AVAl2d-cai•. F',- r-k4 ' ' ' tun (Alta Iis if r - .0 t� --- - -- • V � - r< REQUIRED SUBMITTAL ELEMENTS ddress: 21 SA N p g2 fea»l Phone:. 2.3.4.k City /State: Qo ,w•� o t. Zip: q'�237 (Applications follow will not submittal accepted without the j P� — following required submittal elements) * When the owner and the applicant are different people, the i\ Application Form applicant must be the purchaser of record or a lessee in N Owner's Signature /Written Authorization possession with written authorization from the owner or an RI agent of the owner. The owner(s) must sign this application Tide Transfer Instrument or Deed . in the space provided on the back of this form or submit a V Site Plan (4 Large Plans & One - Reduced to 81/2" x 11 ") written authorization with this application. 17 Applicant's Statement /Narrative (4 copies) ai Filing Fee $627.00 Minor Modifjc ations; Minor Modifications are processed for permitted uses and conditional uses. To review a modification as a Minor Modification, the Director must first find that the expansion or change does not invoke one or more of the criteria discussed within Section 18.360.050(B) - Site Development FOR STAFF USE ONLY Review or Section 18.330.020(B)(2) — Conditional Use. If the 10110201-3-0000e1 modification exceeds the maximum allowed under any one or Case No. s (} : more of the criteria, a Major Modification review is required. Major Modifications are processed in the same manner as a Other Case No.(s) • new Site Development Review or Conditional Use Permit. Receipt Np.: el 05 Applicant's Statement: Date: 20 i I. 3 The applicant's statement must include a summary of the �/ - • proposed changes. Criteria in either 18.360.050(B) or Application Accepted Bp: 71 IL 18.330.020(B)(2) must be addressed with a detailed response Date Determined Complete: / to each criterion. Failure to provide the information needed Revised 7/1/12 �^ i \cutpin \,islets \land use app t \minor ,n (iicaerma docs to process the application would be reason to consider an - -- P� . - application incomplete and delay review of the proposal. City of Tigard I 13125 SW Hall Blvd., Tigard, OR 97223 ( 503- 718 -2421 1 www.tigard- or.gov 1 Page 1 of 2 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 tights 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 site 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 RJ , 20 13 e s Signature Owner's Signature Owner's Signature Owner's Signature Owner's Signature Owner's Signature City of Tigard I 13125 SW Hall Blvd., Tigard, OR 97223 I 503- 718 -2421 j www.tigard- or.gov I Page 2 of 2 CITY OF TIGARD RECEIPT ■ . 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 TIGARD Receipt Number: 190159 - 02/07/2013 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID MMD2013 -00009 Minor Modification to an Approved Plan 100 -0000 -43116 $546.00 MMD2013 -00009 Minor Modification to an Approved Plan - 100 - 0000 -43117 $81.00 LRP Total: $627.00 PAYMENT METHOD CHECK # CC AUTH. CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Credit Card 064996 AKOWACZ 02/07/2013 $627.00 Payor: Jeff Smith Total Payments: $627.00 Balance Due: $0.00 Page 1 of 1 JN1833 NION3 /9NINN 01:1V011 - 10 LIW i CGAI303E1 11 "• woo wooalala�numl@�yl!WS'llaf • ZZZL6 2iluelS 0'PS Ueluod 0£6 b0L9 - 90Z ' OOZ alms 'anuany �(a 3 l '`� :Ilan ._• 4Ep • i � ia6euej loa(oJd Il !HIS 1101 311 11033131 31111N11111 p-I i'oso'a aini s - , f w2/ f ,/off , 277 `.V OAV7C ("') rls 26 ray vim"' "' ( ''v� j' f rrs- f V'010'1411 .fa wow 7 5 ark a/ J o biav- Y F lo y Nr » f1 7 v0r411,1'/ AJ �E 7 i, ofi O/v • s� = =__ -� _ — Q� EIVED _ iii - ::_ = -= : � ::. �_— _ — - -- _ _ _.=_z FEB 0 7 2013 - - -- -.= ';. '- - ' __ - - = == CITY OF TIGARD - PLANNING /ENGINEERING STATE OF OREGON l SS County of WuliIrytan r f, Jerry ; ', . of Anew- - mani and ' : • GOWSty Clerk for • • rely that en '. -+‘ .1 W4 county. * „, _ t'” „ . `?, - of ^� , ...a4 EX- i ,- ��r.rk Doc : 95011148 Rect: 138600 128.00 — 02/21/1995 02:15:01PM L a !T' ti. .r „ifi ..:... ,..:,., ... .. I --Z • • -: .. ?.. h7 . - _ -: Title Data, Inc. FA POR10325 WN 95011148.001 . • • - - - - - -- i 1 1 . (4) )2/ STATUTORY WARRANTY DEED WESTON INVESTMENT COMPANY, an Oregon partnership, WESTON INVESTMENT 1. COMPANY, an Oregon partnership consisting of JOSEPH E WESTON and MARILYN J. WESTON I and WESTON INVESTMENT COMPANY, an Oregon partnership consisting of JOSEPH E. WESTON, MARILYN WESTON. and AMERICAN PROPERTY MANAGEMENT CORP., an Oregon corporation, Grantor, conveys and warrants to WESTON INVESTMENT COMPANY, an Oregon general partnership, Grantee, all real property owned by and/or vested in the name of any of the _ Grantors in Washington County, Oregon, free of encumbrances except u specifically set forth herein The property is free from encumbrances except those encumbrances of record. _ -._ The true consideration for this conveyance stated in terms of dollars is $0.00. However, the actual consideration consists of other property or value given which is the whole consideration. TEAS IS A CURATIVE DEED AND LS EXECUTED AND RECORDED TO CORRECT THE LEGAL NAME _-n. OF THE VESI�EE. THIS DOCUMENT 15 BEING RERECORDED TO ADD LEGAL DESCRIPTIONS PREVIOUSLY OMITTED AS DOCUMENT NO. �. Dated this O of February, 1995 95009593 ON 02/14/1995. _R • '� TWS IAETRtft lfT WILL NOT ALLOW USE OF THE PROPERTY DESC ' IN THIS DETRIMENT IN VIOLATION OF APPLICABLE I' LAND USE LAWS AND REGULATIONS BEFORE SIGNING OR ACCRPTENG THIS INSTRUMENT. TIDE PERSON ACQUIRING IRE TITLE - TO THE PROPERTY WOULD C[ CIH WITH TM APPROPRIATE CITY OR COUNTY PLANNING D ARIMENT TO PERRY APPROVE USES AND TO DETERMINE ANT LIMITS ON LAV 775 . ■ AIMING On :OAtST rtacn - As DEFIED IN ORS JOSH. � -/ -T: -. 2,.i- ' ■ ♦ % 1 • e • ' ' eral Partner (� • -. I Y N . s' 'a General Partner a • :a Ameri— • • • - •Management Corp, an Grego f, rporation, %G%l 1 tr • SEPH E. WESTON, President STATE OF OREGON. County of Multnomah) u. S This instrument was acknowledged before me y of February. 1995, by Joseph E. Weaaa, partner. on behalf of _ _ E E Weston Investment Company. a pannenhtp. r) �• OFrIC:AL S5J11. . CCNY19� �Nt 'J07i d1 Public far Oregon 1 My commission expires: G lt• /5 ' STATE OF OREGON, County of Multnomah) a. ' ed befere me this This instrument was acknowledged y of February, 1995, by Marilyn 1. Weston, partner, an behalf of • Weston Investment Company. • prrteunhip. yeL • 5 s C a S& � -. O ' - T- OFFICIAL SEAL Jam-. ' � ` ` , ter • SUZANNE J. MAGEE '}J blip for Oregon ` . y NOTARY PUai.IC•ORLGOr COMMISSIOt Mi. 02654i My 'Woo expires: 1 /. 'I,,' i ' '.MY COMMISSION EAP -INS JULY 28.0 STA orti ?aiop of Mtitmomah) a. This instrument wan acknowledged before as his y of February. 199S, by Joseph E. Weston. President of American Property Mnrugement Corp, partner. on behalf of W a act Com fami,a,per errthip.. OFrICIAL 55AL r- �,1 -. ; CHARLES J. rr:'.3_:N Public for rearm ' t NOTARYPUOL :C fiYE33N !n 1 u;S „CMSr.- ;JNC 17;a:15 My My commission expires: r 7 , -,,. t .. 7 . s -:'.ee . - - ' - Wrwn Imams Company. anus Joseph E. Wane. Oman Altar resenting ,amre se usl mail all ua o,emem to m. Ie loering dd,e e: 2134 N.E. Brotd.ay Penland. OA 97232 I • eliallrmmwiuma deakor.hm • f - . — �— Al • i __ = vwcpwlsrw-oir: weePIrwervwagralleriry >•1111111W111®,11111111®!111'llPO11111Sta"1 "'a"— Title Data, Inc. FA POR10325 WN 95011148.002 -- — —�� _ - .�uv:nar - - - - - -. . _ - -- Asti;: SCROLLS VIEW PLAZ4Pagg Ill" EXHIBIT A •J00 410 SW Seidl, Ferry RA . Pntlez4 Why„ 11 • •• WASHINGTON COUNTY . PROPERTY fl i A tract of land in Section 13, Township 1 South, Range 1 West of the Willamette Meridian, in the County of Washington and State of Oregon, — described as follows: Beginning at the most Northerly corner of that certain tract of land situated in Section 13, Township 1 South, Range 1 West of the - Willamette Meridian, in the County of Washington and State of Oregon, -• -- conveyed to Beatrice V. Peterson by Dead recorded in Book 176, page . —_ 231, Deed Records, said point being in the South boundary of Scholls Ferry Road; thence with the south boundary of said road in a Southwesterly direction, 309.00 feet; thence in a Southeasterly - - direction, 5.00 feet to the true point of beginning; thence along a. line•that is 5.00 feet Outherly of and parallel with the South -line. of -- said Scholia Parry Road, North 56. 16' 40" East, 256.12 feet to a point - of purvature;.thence 55.07 feet along the arc'of a 25.00 loot radius - curve to the' through a central angle of 126 13' 20" (the long -- -- chord of whici bears' South 60 36' 40" East, 44.59 feet) to a point of tangency on the Westerly lane of Southwest Stephens Lane; thence along the Westerly line of said Southwest -Stephens Lane, South 02' 30' 00" _ West, 208.50 feet; thence South 82 15' 00" West, 172.85 feet to a = point that is 16.00 feet Easterly of the West line (when measured.at =: right angles) of that tree of land described in Mortgage from Beatrice IL V. Peterson and husband to Benj. Franklin Federal Savings and Loan __ Association, recorded November 3, 1938 in Book 142, page 103, Mortgage il! Records; thence along a line that is parallel to and 16.00 .feet Easterly of the Fest line of said Beatrice V. Peterson and husband tract, North 32•'-43' 17" West, 132.30 feet to the true point of beginning. i 1 • I • ;114:1);,..,.,,!,.4.,L ?�: I . - -=; . -�; - - Title Data, Inc. FA POR10325 WN 95011148.003 • --� e.L".... atoneb re lnrsrae , aeMs:bA. — - - -M— "°L Yea - :171,_.. - �— z = = _ - --- — - EXHIBIT A A 'MawYIz. I4(! — ,,. C4,s10 71 SW8,p X WASHINGTON COUNTY 1 b�d Orel i I PROPERTY t2 W ingter, Coves - A portion of land in the Northeast one- quarter of Section 13, Township 1 South, Range 1 West of the Willamette Meridian, in the County of Washington and State of Oregon, said portion being more g particularly described as follows: Beginning at the one - quarter section corner on the Worth line of ;; � Section 13, Township 1 South, Range 1 West of the Willamette -.4 Meridian, in the County of Washington and State of Oregon; running •,' thence South on the subdivisional line of said Section 13 for a :=i, distance of 1,816.30 feet to a point on the South line of the ::.2 Beaverton - Hillsdale State Highway; thence North 89'57' East along 7 .1 the South line of said highway for a distance of 426.29 feet to �� the point of beginning of the tract to be described; thence South 1 • ; 0'02'50' West for a distance of 121.77 feet to a 5/8 inch iron rod; 9 thence Smith 89 West 42 feet to a 5/8 inch iron rod; thence e South 205.20 feet to a point on the Southerly line of the Myers • tract as described•by Deed Rook 304, Page 347, Deed Records.._ .;_ Washington County; thence North 75'59' West 255.64 feet, more or .../ less, to the Southwest corner of the Forbes Porter tract described •;..: in Deed Book 196, Page 329; thence Worth along the West line of said Porter tract to the South Line of the Beaverton- Hillsdale Highway; thence North 89'57'A4aot along the South lino, 290.29 feet a ▪ • ' to the true point of beginning. 1 ' i 1 I f 1 I t 1_ •.y •i , ., . �•---. r .vs.vrs•...r.+.,.:.7'.'.:::a..e rr ......,....a,rww.s- •�.-�� .... ^� _ - _z-GCiato ®w��`�e�s iiioirro o idsiii`m4oeieuee Title Data, Inc. FA POR10325 WN 95011148.004 _ _... ' L z w1 K .. !ix _ t ... y - , .T . w- 5.1;11! -- - - -� I EXHIBIT A Ate; SC710L/S ROYILr 1 ajl WASHINGTON COUNTY 4.290i 6500SWSchallzFarypd PROPERTY #3 Pat/an4 Oregoe NW shingroe Coat* • 1 : PARC I: - • _ The following described property situate in the County of Washington E. and State of Oregon, to -wit: - Coommencing ac a point in the North line of the Oregon Electric i right of way in Section 23, Township 1 South, Range 1 West, of ' the Willamette Meridian, 8% feet West of the Wesc line of the tract of land in said section sold and conveyed to Thomas Minogue and Pauline Honogue, husband and wife, by deed dated the 30th ' day of March 1911, and recorded in the records of deeds of said county, the 18th day of April 1911, in Book 92, Page 148 thereof; running thence North and parallel with said West line and 8% feet therefrom to the South line of the County Road; thence along the South line of said road to the Northwest corner of said tract; thence south along the said West line at said tract to the North Line of sei.d•Oregon Electric right of way: thence Wesc along the line'of said right of way to the place of beginning.` • PARCEL II: Commencing at the one - quarter section corner on the East line in of Section 23, Township 1 South, Range 1 West of the Willamette . Meridian: running thence North 89 °55 West 22.04 chains; th North 0'15' West 8.88 chains to the point of intersection of I the East line of the lands now owned by Rasmus Pearson in said Section 23, with the Northerly line of the right of way of Oregon 1 E eccric Railway Co., a corporation, and running thence North 0'15' West 540 feet to an iron bar; thence South 76 °Z0' West 185 feet to an icon bar; thence South 0 ° 15' East 430.0 feet to the said Northerly line of said right of way of said Oregon Electric Railway; thence following said Northerly Line of said right of way South 71'40' East 180 feet to the said point of intersection of said East line of said Rasmus Pearson's land with said right of way, in the County of Washington and State of Oregon. EXCEPT the Esst 30 feet of the above described tract conveyed j to Delbert J. McDonough by Deed Book 390, Page 387. • 5 (2,77:1__ �._ l:: r . - . � o eo o ��v i � 000iv i ooeioieio�soe0000se�is a =_= Title Data, Inc. FA POR10325 WN 95011148.005 . -iF - E- Sti ....Its - . ^.�."Se� - C'�: 1�"?La:Iacanwica RGU Y•••iurostom•_ _ _ -.- 4 YC '•71 i Y: � 1 ` • 'u '!•.yf F ." y --- - 7. .. . .. _ct. '„ice .. _ , r r'i i :Icy ` . - 14 :1 tt ; I' 4 ,� j ..A:•. ,.F �, - f' " ' 17. • ' - - wrns..�a®r --- -' • - P sge l sj2 EXHIBIT A ASA: 77.WESSQUARE C4129 6975 SW Saadbwsg Rri WASHINGTON COUNTY 77Par4 Oregon PROPERTY $4 waraia; on Csanry PARCEL I - A portion of a certain tract of land described in Book 823. Page 879. - Washington County. Oregon Deed Records. said portion being note particularly described as follows: ` - Beginning ac the coutheest corner of said tract of land as described in Book. •;I= 823, Page 879. of seid Deed Records. said point also being the initial point of SALEM EREF•1AY SUBDIVISION. a plat of record in Section 1. Township 2 South. _ Range 1 West. Willamette Meridian. Washington County. Oregon; and running thence North 2 °40' East along the vest line of acid eractof land 30.01 feet to - a point: thence South 8 ° 47' East 373.23 feet to a point; thence along a 20 • foot radius curve to the left (the long chord of which bears No rth 46 °13' Ease• R. O1' 28.28 feet) 31.42 feet to a point; thence North 1 °13' East 24 .1 2 feet to a point; thence along a 40 foot radius curve to the right (the long chord of which bears North 31 ° 13' East 40.00 fart) 41.89 feet to a point; thence North i °13' East 62.50 fees co a point; thence North 88°47' West 21.50 feet to a point; thence North 1 ° 13' Bast 180.20 feet to a point on cue southvesterly right of wil the Beaverton - Tigard highway (Highway No. 217); thence South ly along said right of way 514 ..2 feet, more or less, to the northeast corner of said SALEM ER_`:lAY SUBDIVISION; chance horth•86 West is along said north line a distance of said plat 699.66 feet to the point of beginning. PARCEL II An easement for.construction and maintenance of a sewer line vier and across the full w ies described trace of land: That portion of the Southeast one-quarter of Section 1. Township 2 South. Range 1 Weise. of the Willamette Meridian. in Washington County. Oregon. described es MI follows: . I Beginning at the most Northerly. northeast corner of Lot 2. SALEM eREEdAY SUBDIVISION. Washington Cocsty. Oregon; thence southeasterly along the west . line of the Beaverton- Tigard Highway on the ate of a 702.96 foot radius curve • to the left. through central angle of 6 °32' 31" an a-r. distance of 80.26 feet (the chord bears South 53 °37'37" East 80.21 feet); thence South 33 °06'07" West a distance of 15.00 feet; thence Northwesterly a!oag the arc of a 717.96 foot I! radius curve to the right. through a central angle of 6 °01'36" an art distance of 100.58 feet (the chord bears North 52`53'05" West 100.50 feet) to a point in -) the north line of said Lot 2; thence South 88 °47'00" Easc along said north Line. . of Lot 2. a distance o2 23.75 fact to the point of beginning. ' PARCEL III An easement for pedestrian and packing purposes. over and across a portion Of • that certain trace of Land described •. Book 823. Page 879. Washington County Deed Records. and sore particularly described as follows: t • _ _ ®i• - •. i4 o ®•coos * :; Title Data, Inc. FA POR10325 WN 95011148.006 ...;;.Q ,...�•.,+t V � .t;.lj�. � -- - Argo 2 oft . EXHIBIT A ASA: 77MES C4429 697S SWSdrdbare Rd WASHINGTON COUNTY a Oregon Was/dorm Cow ay PROPERTY 14 cant'd. 1 Beginning at the southwest corner of said tract of land as described in Book 823. Page 879. of said Deed Records. said point also being the initial point of SALES FREEWAY SUBDIVISI08. a plat of record in Section 1. Tovnebip 2 South. LO Range 1. West. Willamette Meridian. Washington County. Oregon; and running thence North 2 °4O' East along the vest Line of said tract of land. 30.01 feet • _ to the true place of beginning; thence South 88 °47' Eas 373.23 feet to a point; thence along a 20 foot radius curve to the left (the long chord of which bears North 46 °13' East 28.28 feet) 31.42 feet to a point: tnenee lamb 1 °13' I Ease 45.00 feet to a point; thence !forth 88°47' West 393.23 feet to a point; ' thence South 2 °40' West 65.00 feet to the true place of beginning... . 7 a .. r • • • • i . :: r. zea++r+ ^.. r.. a s:.: ►:,: o.::::,:. : :_.5,:._..� :a - i g - i r� n � ' ewe oeseee ee.eseeteeeeeeeoeseeseeaesete -t Title Data, Inc. FA POR10325 WN 95011148.007 T :� - . +ten ar,_ ..v�_� - --- �- �0.1t .+WG1�L • —��- -- _ • —_ • • EXHIBIT A AKA: HAMPTON SQ l oj! WASHINGTON COUNTY C4800 6930 SW Xtngptere • PROPERTY IS V0m4 orgOm Washington County Block 40, WEST PORTLAND HEIGHTS„ in the City of Tigard, County of Washington and State of Oregon, together with that portion of S.W. Irving Street (formerly known as Ninth Street) inuring thereto by reason of vacation recorded March 8, 1973, in Book 912, Page 559, -- Washington County Records and together with that portion of S.W. 69th.Avenue (formerly known as Washington) inuring thereto by reason of vacation recorded January 22, 1976, in Book 1065 at Page 131, Washington County Records. . , F.1tORTISG THEREFROM that portion dedicated in Book 1052, Page 155, __ Washington,County Records. JP: 1• • • • • • • • • • • • • • • - • Title Data, Inc. FA POR10325 WN 95011148.008 .tin y e.1 << r .,14' >p .r. b u _ M �. __ —` - -- 1 ---1 A6A: MEIDOIYPARE fteiofr - EXHIBIT A A -2116.1 /396,)SW&neeRA _ WASHINGTON COUNTY Beaverton. Oregon -) PROPERTY E6 WLsdd geCouwry .d E A tract of Section 4, Township 1 South. Range 1 West of the Willamette Meridian, in the County of Washington and State of Oregon, described -- --= as follows: BEGINNING at a stone at the Southwest corner of Government Lot 2,. Section 33, Township I North of Range 1 West of the Willamette Meridian, Washington County. Oregon; thence South 0'03' East - 839*.6 feet•to the Northwest corner of that certain 20 acre tract • ' � of land - conveyed to F. 8. Jederman. by deed as••described•in Deed f. Book 121, page 566; thence South 0'36' East 337.7 feet; thence South 0 °09' East 309.2 feet to the Westerly Sauth�rest corner of the said '� Jedarman tract; rhence South 62'18' East 113.0 feet to an iron pipe; �`" thence South 19 °43' West 20.0 feet to a stone on the Northerly r I line of the county. road; thence South 22 ° 29' West in the center of `!'' County Road Na. 48, a distance of 40.0 feet to the. true place of = b e of the tract herein des2 °39' W czibed; thence rumoring South y • . :. 22 29' West in the center of said road 27..5 feet to a point from which an iron pipe bears North 6est 20.07 feet; thence - North 62 ° 39' West 317.4 feet to an iron pipe; thence North 22°29' East 275.5 feet to as iron pipe; thence South 62 °39' East.317.4 r C ' _ feet to the place o£ beginning. I ir: t • ;; .. f^ 7.. ' F } f T$ 1 til` r, n or ? ,ay 7 9 T , , X11, • 9 , ,' i rara+ 3 Title Data, Inc. FA POR10325 WN 95011148.009 .- ''''..•w+T • = .L L• 11=:vartsr.... ...,.■•••■• eLa� b6.l4. ®• ...,-.. -e rrrr-- '•' -..... - - _ �.. . = i�• d r° x? R •..,u wf�yY {: &-_., - 3 - .; t : : ' ,__- 41,1:W§,, 3 . I � ' . +a Wig uuc - = - -^ EXHIBIT A .IdA; MG CIIY.lPARl12 • - WASHINGTON COUNTY ,1'!ltO ik1SOSWII6J/! putcEt t: PROPERTY t7 V O Oregon Washington Cowry Lot-13. Block 1, KING CITY NO. I. Washington County, Oregon. PARCEL II: Block 2. KING CITY NO. 1, Washington County. Oregon, PARCEL III: Block 2, KING CITY NO. 2. Washington County, Oregon. EXCEPTING the following described parcel. • The following described tract of land being a portion of Block 2. �, XING CITY NO. 2, and that portion of the Southwest quarter of • Section 10, Township 2 South. Range 1. West, Willamette Meridian, =- Washington County, Oregon,.described as follows: :(mats °• Beginning at a point located South 389.18 feet an4 West 371.20 feet 4 .t 41 -F from the most Northeast corner of the duly recorded - plat of KING CITY NO. 2, being the initial point of said plat; thence South 25' - 12' 30' West, 102.14 feet to the true point ofbbeginning of the '' 1 • .: following described tract o£ land ;thence continuing South 25 12' :.' 30" West. 115.51 feet to the Easterly•iight- of- way S.W. Queen -; • Anne Place; thence North 64• 30' West; •31.95 •feet along said . 'Easterly right -of -way and the projection thereof :"thence North 25• -12' 30' East, 85.71 feet; thence North 72 12' 30" East, 43.69 feet f .. to the true paint of beginning. �... 'PARCEL IV: ' The following described tract of land being a portion of Block KING CITY NO. 2, and that portion of the Southwest quarter of • Section 10, Township 2 South.. Range 1 West,•Willemette•Neridian,. Washington County, Oregon.. described as follows: . I • Beginning at a point located'South 389.18 feet and West 371.20'feet from the most Northeast corner of the duly recorded plat of MHO ' CITY NO. 2, being the initial point of said plat; thence South 25• . 12'•30' West, 102.14 feet to the Mrs* 'point .of ng f beginni of the • - following described tract of land; :thence'conttinu g South 25. 12! . .30 West,. 115.51 feet to the Easterly right - of-way of S.W. Queen .Anne Place; thence North C4. 47' 30" West, 31.95 feet along said Easterly right -of -way and the projection thereof; thence North 25• 12' 36' East. 85.71 feet; thence North 72 12' 30' East, 43.69 feet • to the true point of beginning. PARCEL V: _..`I All of the following described' property lying North of S.W. King GEorge Drive and East of S.W. 123rd Avenue, more particularly ! described as follows: . I Beginning at a point in the center of county Road which is 20.02 i chains East and 9.88 chains South of the quarter section corner on the West side of Section 10, Township 2 South, Range 1 West;. thence South 15.48 chains; thence West 11.82 1/2 Chains; thence North parallel with the West line of said Section 10, 5.00 chains to center of said road; thence following the center of said road to • the place of beginning. - _. EXCEPTING THEREFROM those tracts of land lying within KING CITY No. 5; _ KING CITY NO. 14; KING CITY NO. 16; IM°ERIA'. TERRACE CONDOMINIUMS and IMPERIAL COURT CONDOMINIUMS, all being subdivisions of Records in I Washington County, Oregon. •• - • /O _ • • 1 - - -= ®40oos X06• o0g •l.4i.oi.os1.o4.11/.0004.0eoe_o: Title Data, Inc. FA POR10325 WN 95011148.010 r L _ EXHIBIT EXHIBIT A WASHINGTON COV►ITY PROPERTY *7 cont'd. J The said property is free Cram encumbrances except Peed of Trust in favor of Portland Federal Savings i Loan Assn., dated April 3, 1968, recorded April 5, 1968 in Beck 688, page 408; Deed of Trust in favor of Portland Federal Savings 6 Loan Assn., dated February 9, 1968, • recorded Pebruary 9, 1968 in Book 680, page 442; Mortgage in favor of Portland'Pederal Savings i Loan Assn., dated July 18, 1968, recorded August 9. 1968 in Book 709, page 687; Mortgage in. favor of Portland Federal Savings i Loan Assn., dated September 25, 1968; recorded September 26, 1968 in Book 717. page 448; Mortgage In favor of Portland Federal Savings & Loan Asa,,., dated September 25, 1968, recorded September 26, 1368 in Book 717. page 444, re- recorded October 2, 1968 In Book 719, page 32; Mortgage im favor of Portland Federal avin s i _ Loan Assn., dated August 29, 1968, recorded September 3, 1968 in Book 713, peg: 155, re- recorded September 16, 1968 in Book 715, page 349; Mortgage In favor of Portland Federal Savings i Loan Assn., dated - April 29, 1970, recorded April 29, 1970 in Book 778, page 503; Mortgage in favor of Portland Federal Savings a Loan Assn., dated September ' 25, 1968, recorded September 26, 1966 in Book 717. page 406; Mortgage - in favor of Portland Federal Savings i•Loax Asen.. dated November 6, 1968, recorded November 6, 1968 in Book 723, page 381; Mortgage in - favor of Portland Federal Savings & Loan Assn. dated November 6, 1968, • recorded November 6, 1966 in Book 123, page 384; Mortgage in favor a: Portland Pederal Savings a Loan Aaan., dated April 29. 1970, recorded I August 29, 1970 in Book 778, page 506; Mortgage in favor of Benj. Franklin Federal Savings i Loan Assn., dated March 2, 1971, recorded • March 5, 1971 in Book 808, page 760; Mortgage in favor of Benj. Pranklin _ Federal Savings i Loan Aeon., dated March 2, 1971. recorded March 5. - 1971 Jr. Book 806, page 763 and 764, re- recorded May 24, 1972 in Book 868. page 850; Mortgage in favor of Benj. Franklin Pederal Savings i -_ Loan- Assn., dated April 10, 1972. recorded April 20, 1972 in Book 863, page 522; Mortgage in favor of Benj. Franklin Federal davings & Loan Aasa., dated July 13, 1972, recorded July 13, 1972 in Book 977, page . 6 and 7; Financing Statement in favor of Betsy. Franklin Federal Savings a m- i Loan Assn, recorded January 25, 1917, Filing #5185; Financing Statement �� in favor of Bent. Franklin Federal Savings A Loan, recorded January 25, .1977, Piling 0 558; all it Washington County, Oregon, which grantee herein "' agrees to assume and pay. IL. Also subject to: Statutory powers and assessments of Unified Sewerage Agency; easa•aent for drainage and utility as shown an the'recorded ' plat ;.easement recorded October 28, 1968 in Bock 722, page 364 and 365; easement :ar secondary, parking lot recorded June 22, 1972 in Book 873. :7 page 552, records of Washington County, Oregon. Also subject to: Mortgage in favor of Tualatin Development Company recorded December 4, 1978 as Pee No. 780529591, said mortgage was duly I. ' assigned of record to The R.B. Sorensen, Inc. Liquidating Trust by • instrument recorded September 25. 1979 as Fee No. 79039252, Records of Washington County, Oregon. • / / �_-_ - = . :r1eSiLiF.i:1 " • •. ...'L.JL :Is i:rL�.Zi 4 r+l.- .1:1.Ya_zw,.tis.-. -.. -_- "- • i:: .. .. : �- =o- 1r IV " Title Data, Inc. FA POR10325 WN 95011148.011 • . 1 1 a q5 sui e,rf,. 4;115 II Description: r A portion of land in the Northeast one - quarter of Section 13, Township 1 South, Range 1 West of the Willamette Meridian, said portion being — described as follows: Beginning at the one - quarter section corner on the North line of Section - 13, Township 1 South, Range 1 West of the Willamette Meridian, in the County of Washington and State of Oregon; running thence South on the subdivinional line of said Section 13 a distance of 1,761.3 feet to a point in the center of the Beaverton - Hillsdale State Highway which J is the true point of beginning; thence North 89'57' East along the center Line of said Highway 136.0 feet to the Northwest corner of that • tract conveyed to Forbes Porter, et ux, by deed recorded February 19, ' 1941 in Book 196, Page 329, Dead Records; thence Southerly 320.0 feet along the West line of said Porter tract to the Southwest corner thereof; thence South 69'57' West 136.00 feet to a 5/6 inch iron rod on the 9ubdivieional line of said Section 13; thence Northerly along said eubdivisional line which is parallel to the West line of Section - 13, a distance of 320.00 feet to the true point of beginning. SAVE AND EXCEPT the North 55 feet conveyed to the State of Oregon by - deed recorded in Book 362, Page 475, Washington County Deed Records. rte.. - 1-a-.. a ... . it _ 'm rec. i..∎ f� July 11, 1994 Page 1 Dated Jul e 2 2640223K 3 1 2- - C'�u' ..„...,,, } �'ti A . - it. `__'. yam•..; • •. ...___•^ %LR.� `iisl!I�..r.... -.. ..�..._.._ ... .. .. -- .. .. -... - _ � P =_ Title Data, Inc. FA POR10325 WN 95011148.012 _ • C-87Eo a q 1 I fey 5 ti) nr ltop • 4. The land referred to in this policy is described as follows: Lots 14 and 13, 72nd BUSINESS CENTER, in the City of Tigard, County of Washington and State of Oregon. • I • Policy No 2642081H Page e [ 3 1 •. :r.; .7-7 : • ... - .. . ; � - Sa; �_3_•,r'�y 'i: C.arN^c,iro;: • l� in '-• ^i;S'. - ` ; r • ;` a �c ` •�a'- ewer.. • •- it _ y , r , • r� r? ;Y__ ;...,_... :...• �r - -.::: -. ft4,11CLAT _.= =- - -- w._ aWrAII � �_oa ii is�� ®ems -�c kdO re. 7w •361110 Title Data, Inc. FA POR10325 WN 95011148.013 2-- ,Eaerrasiqw , mx , ....7= 1 1 1 11018 , 11NEIFitaill808- - — - 4•4‘5 asa 310n 563 iqrst r.r.h :6 III • — - • :=1= EE = Tr ;•'• •••• -.! . uregon. IV 5. THE IAND REFE1RED DI irtas POLICY IS DESCRIBED AS FOILCWS: Lot 1.7 and Lot 14, CLAASSEN'S HALF ACRES, in the City of Beaverton, County of Washington and State of Ccegon. — ▪ =—A • •••=•`: • CONTINUED •=•-•=. I Neer TNN finunnes Camperry • " • ' • ' '2.!. • • • - ..evak , ' ' • • L• • , .:" ti' • " • i • - r . - • ,•-•," - • : • 1 .:( • ? ' • , . L • , • , , "rr. 7 • !.• ". , vil.wtLlig,1,= It • • 7- irTja4S - cit-t'a7:: ' • - • " -• " " " • - • . 2 4;2'W • tie :?•.!.,•, z .• . . . . r • a -.1.Y.:TirCene • • - • 1 eti CIAO elleelp Title Data, Inc. FA POR10325 WN 95011148.014 �-- -- : C. - 65/0 98/ '1Nla• StAi Q v1r. Hills 'ia • _ fi r,3t- fit 1 4. The land referred to in this policy is described as follows: A portion of land in the Northeast one - quarter of Section L3, Township 1 south, Range 1 Neat of the Willamette meridian, in the — County of Washington and State of Oregon, said portion being more particularly described as follows: m........ Beginning at the one - quarter section corner on the North line of Section 13, Township 1 South, Range 1 West of the Willamette Meridian, in the County of Washington and State of Oregon; running -- thence South on the subdivisional line of said Section 13 for a distance of 1,816.30 feet to a point on the South line of the Beaverton - Hilledale State Highway; thence North 89'57' East along the South line of said highway for a distance of 426.29 feet to the point of beginning of the tract to be described; thence South 0'02'50• West for a distance of 121.77 feet to a 5/8 inch iron rod; thence South 89'57' West 42 feet to a 5/8 inch iron rod; thence - South 205.20 feet to a point on the Southerly line of the Myers '°•"' tract as described by Dead Book 304, Page 347, Deed Records, Washington County; thence North 75'59' West 255.64 feet, more or r.- less, to the Southwest corner of the Forbes Porter tract described _ in Deed Book 196, Page 329; thence North along the West line of fj said Porter tract to the South line of the Beaverton - Hillsdale �- Highway; thence North 89'57' Bast along the South lino, 290.29 feet IfI ° `� tritio� AN • �jJ to the true point of beginning. 0 k � o l !' - • Policy No. 2633595H Page 2 J " Y:r l Ix- y f 'a? �' ' * .s:�_ - . c. .:°%Y *.%. • .__ ..` ooso�oo�e0 0000 _ 000000iaifZ _. - _..:: _- Title Data, Inc. FA POR10325 WN 95011148.015 • • ..,••.• :• . • . _ • _ . • • '40.71 i lo Iir Lp • 4. The Land referred to in this policy is described as follows' Leta 8 and 9, 72ND BUSINESS CENTER, in the City of Tigard, County of Washington and State of Oregon H -r_ F - !A I .21 • L ' ■ " • E. - 72 Policy No. 263134113 Page 2 ILO A 11V • " • • • : : , .• I .1 • ; • -7 • 7,FLF • . : .7" .• , • , • . • • . ; • . . - . , • • " • • • -!, : .; - . - --- s.- 7: 7 7 . • • • •• • •'•"*. ''''"11:21§..toz.„,r • - • . : [. • = . • • ". ”, • -• • -....=.v.,44-aAp-.0.r4 ." *- • • • 6.06 owe Title Data, Inc. FA POR10325 WN 95011148.016 C- 4i 027, ty35S < 5 I.� CC'n �n,cr! 4. The land referred to in this policy is described as follows; Lot 3, including Omit D. WEISEL'S BEAVERTON COMMONS, EXCEPTING THEREFROM the tract deeded to the City of Beaverton, June 27, 1983, Recorder's Fee No. 83022471 for the widening of S.W. Allen Boulevard, in the City of Beaverton, County of Washington and State of Oregon. I ;at • (. 1 Policy No. 2624551H Page 2 _ : x '4 " 4= +J` • -.?. - -f .. .C�• w :T�� t 1 1• ivy J.vo- Title Data, Inc. FA POR10325 WN 95011148.017 ~ — - �.- -. -- " ?:YG 1 : T S. J . t4au s�mG.ur en. __ _ — -V=. St - ^ � -`, i1 '`r .e ,1__. _ -- • 2.a It s'- f Pro s' ► Ib I{ ►- I� I I 1: The lend referred to in this policy is described as: - - PARCEL I: A tract of land situated in the Thomas Denny Donation Land Claim No. ' 47, in Section 23, Township 1 South. Range 1 West, of the Willamette ' - Meridian. Washington County, Oregon., being more particularly described _= as follows: u'! Beginning at the West one - quarter corner of said Section 23; thence South 88 45' East along the South line of the Thomas Denny Donation -- 'O land Claim No. 47, a distance of 295.30 feet to the Southerly extension of the East line of Southwest 104th Avenue as deeded to the public by instrument recorded June 17. 1958. in Book. 405. Page 685. Records Lei of Washington County; thence North 0' 25' East along said Easterly ;Si road line and the Southerly extension thereof a distance of 142.00 Peet to the true point of beginning of the tract herein to be described; thence continuing North 0. 25' East along the East line cf Southwest = 104th Avenue, a distance of 112.78 feet to the North line of that tract �., • J of land conveyed to Mergueritte Drake by deed recorded December 14. e ° 1973, In Book 956, Page 612. Records of Washington County; thence South C : 88° 45' East along the North line of said Drake tract a distance of I49.70 feet to the Northeast corner thereof; thence South 0° 25' West Q along the West line of that tract of land convoyed to Martin S. Doris f by deed recorded in Book 558, Page 308, Records of Washington County, a distance of 112.78 feet: thence North 88° 45' West a distance of 149.70 feet to the true point of beginning. I PARCEL II: A permanent non- exclusive easement and right -of -way for a sewer line on that real property situated in the City of Beaverton, Washington e ; County, Oregon, described as the North 25 feet of that parcel of real property described as: P. Beginning at a point on the South line of the Thomas Denny Donation e Land Claim in Section 23, Township 1 South, Range 1 West of the 2 Willamette Meridian. Washington County, Oregon; South 88' 45' East I, 445 feet from the quarter section corner on the Westerly line of maid section; thence South 98° 45' East 178 feet to the Southeast corner of a tract conveyed to Jack E. Paul. et ux, by deed recorded in Book ti. 307, Page 172, Deed Records; thence North 0' 28' East along the Easterly line of said Paul tract 5OC.85 feet to an iron pipe; thence North 89' ; 21' West 178 feet to a point 30 feet from the Northwest corner of said I Paul tract; thence South 0° 28' West and 30 feet from the Westerly line of said Paul tract 499 feet to the point of beginning. .: ,i5 i f Policy No. 26224348 Page 2 +~ -`;` .;; • V„ Title Data, Inc. FA POR10325 WN 95011148.018 , ar : Y • �. � -- /I . " ,"., „l , Cd r 2".P.— -- ▪ 1 1 PARCEL III: A non - exclusive easement for sewer and utility purposes over the Easterly and the Northerly 10 feet of the following described property: — A tract in Section 23, Township 1 South. Range 1 West. of the Willamette — Meridian. in the City of Beaverton, Washington County, Oregon, described as follows; ..J Beginning at a point on the South line of the Thomas Denny Donation . ,, Land Claim which is South 88' 23' East 90.3 feet from the quarter corner common to Sections 22 and 23; thence North 0' 28' East 495.28 feet on a line parallel with and 90.3 feet East of the West line of Section r 23 to a pips: thence South 88° 59' East 177.5 feet to the true point of beginning: thence continuing South 88' 59' East 177.2 feet to the . Northwest corner of the tract described in deed to Robert 1. Knepper, at ux, recorded in Book 455. Page 538; thence South 0' 28' West 240.50 feet; thence North 88' 59' West 177.2 feet to a point on the centerline of a public roadway; thence North 0 28' East 240.50 feet to the true - point of beginning. L i. • PARCEL IV: t, .A non - exclusive easement for sewer and utility purposes over and across , the following described tract: t A tract Of land situated In the Thomas Denny Donation Land Claim NO. 47, in Section 23, Township 1 South, Range 1 West. of the Willamette Meridian, Washington County, Oregon, being more particularly described as follows: Beginning at the West one - quarter corner of said Section 23; thence South 88. 45' East along the South line of the Thomas Denny Donation Land Claim No. 47 a distance of 295.30 feet to the Southerly extension of the East line of Southwest 104th Avenue, as deeded to the public by instrument recorded June 17, 1958. in Book 405, Page 685. Records of Washington County: thence North 0' 25' Bast along said Easterly • road line and the Southerly extension thereof. a distance of 142.00 feet to the true point of beginning; thence South 85' 45' East parallel with the South line of said the Thomas Denny Donation Land Clam No. 47. a distance of 139.70 feet; thence North 0. 25' East parallel with the East lire of said Southwest 104th Avenue, a distance of 112.78 • feet to a point in the North line of that tract of land conveyed to Margueritte Drake by deed recorded December 14. 1973, in Book 956, Page 612, Records of Washington County; thence South 88' 45' East a distance of 10.00 feet to the Northeast corner of said Drake tract; f � Policy No. 2622434H Page 3 - 1 ._, . ,. _. . .. .. . ______ __ ___ .... ____. . :;_ii.....0.6.444.... , .. _ _ SA* ea is .::::-_-_ _ ' ' . Title Data, Inc. FA POR10325 WN 95011148.019 •-- • - -• •---- - -•- • thence South 0* 25' west along the East line of said Drake tract a distance of 234.76 feet to the Southeast corner thereof; thence North ea• 45' West along the North line of Southwest Denny Road, a distance of 10.00 feet; thence North 0* 25' East a distance of 112.00 feet; thence North 88' 45' West a distance of 139.70 feet to a point in the East line of Southwest 104th Avenue; thence North 0' '.5' East along Beet road line, a distance of 10.00 feet to the true point of beginning. === • ---= t■ 7ate --= •- - r= 11 Polley No. 2622434R Page 4 • - - - • • • • • • - . --• • .- • - • • . . . rf:in •.• . • .:f.• ! • ▪ ' • . • - • • •• : -ii _ ' • _ •. • • • • - , .• . , • •. ▪ . • . ; . Ob. • • VIRS■ w • Wee .10 911 114110 IN IMO 0 0 A ` '=""="- -= . •._- Title Data, Inc. FA POR10325 WN 95011148.020 __ --__. =:.r.. 1!9. _ma „,,,,,,, MG�M�.�Y. ^ u ' ••,r �y't �1,+ f=t1 � - ''ls.oc'��- -_ _.et( -M"-..411 •'- .0 1: tit:•,. _.. .�- ... 477g ii-,A4i 4 cALI ttYl''I eiefI, - - Number: 103277 w • Legal Description AMENDED ECF.IBir 'A” —_ Units No. 1 through 29, inclusive, LAUREL RIDGE CONDOMINIUMS, TOGETHER WITS the limited and general common elements I-- appertaining thereto, more fully described in Declaration of Unit Ownership for LAUREL RIDGE CONDOMINIUM, recorded March 26, 1984, Recorder's Fee No. 84011200, Records of Washington County, Oregon, in Section 22, Township 1 South, Range 1 West, of the Willamette Meridian, in the County of Washington and State of Oregon. The boundary description of the above property is also described on the face of the condominium plat as follows: BEING all of Lot 5, LEAVITT'S SUBDIVISION, and a portion of •" Lot 5, BARNES ACRES, situated in the Northwest quarter of Section 22, Township 1 South, Range 1 West, of the Willamette Meridian, Washington County, Oregon ;...(more particularly �a �: _" . described as beginning at an initial point) on the North Line ?"` of Lot 5, BARNES ACRES, a recorded plat in Washington County and South 0' 28' West 1600.5' and North 88° 54' 30' East, ' =• 360.24' from the Northwest corner of Section 22, Township 1 r_• South, Range 1 West, Willamette Meridian;...(from said 4'3 Initial point,) thence North 0° 24' 30' West, 92.40' to a point; thence North 88° 54' 30' East, 264.56' to a point on the West line of S.w. 123rd Ave.. 30' fruit centerline; thence South 0° 24' 30° East, along said right of way, 230.58' to a point; thence South 44° 15' west. 6.85' to a point on the II • North line of S.W. Sussex Street, 55' wide; thence South 88° t 54' 30' west, along said North line, 254.29' to a point of - curve; thence Northwesterly on the arc of a curve right ` (chord bears North 45 45' West, 21.34') a distance of 23.74' • to a point; thence North 0 24' 30° West, 127.82' to a point; thence North 88 54 30" East, 9.73' t2 the initial point and point of beginning. •. STATE OP OREGON } County of Washington 89 4 Don AUnn ef4Otfof Mmxmont and TaaaINaaand Ex.Oftdo Pomade, of Con. swards b, saki cowry. de Modeleirdly em The Iddel irauntre of twiny Wad rooelved and wade! N book d,1OOda Said ccufcy. . Do ild W. • Mucks of AndSeanert•'end Toulon, Ex. . otfine at,na ark .: 2` -. . p 1986 DEC 22 191 Ms 91 • . . - . . • — - _ -Fs: Title Data, Inc. FA POR10325 WN 95011148.021 -- eeer�oAo s — ,w.la.. m.. -.�,�- — -_.. -.mss .esew _ .T,wf _ •. .N! A 'W, ' w�n . - — - -__ - -- _ _ -- a J]e{� 1Aa sos•u -, — e -l7/ 41 aye) Title No. 26 -1758 • EXHIBIT "A" A tract of land in Block 2, HOCKEN'S ADDITION TO BEAVERTON, in the City of Beaverton, County of Washington and State of Oregon, described as follows: Beginning at the Southeast corner of Block 2, as shown on the duly — recorded map and plat thereof, recorded in the office of the County Clerk of Washington County, Oregon; thence North on and along the East boundary line of said block, a distance of 100 feet to a point; , _zwmao I thence West and parallel with the South boundary line a distance of 100 feet to a point; thence South and parallel with the East line '°�' of said block a distance of 100 feet to a point on the South line of said block; thence East on and along said South line 100 feet to the point of beginning. Also known as Lots 7 and 8, HOCKEN'S ADDITION TO BEAVERTON. / 1)191--- 4it? • F; t I u: is STATE OF OREGON S • County of Washington - SS / I. Donald W. Mon. Garda of I and Taxation and Ex OtCdo Roe:O der of Con - '- voyaneoe for said comfy. fb hatby h Out ! Iho vAVln heataent of ..rtIng :ocalved � :: end reaidod 1n Gook of Ja of xlcisounty. i _ -. Goole. I; M '0uctor of l • __, Aaae3 nant Tegtlon. El' 'w OelrbGdMriy :ttt 198 JUN 30 PM 4: 18 fit. Z . . . - • ¢ - tiny:. r -� -_ �.K : •_ r Title Data, Inc. FA POR10325 WN 95011148.022 OFFICE DEPOT STORE 921 15060 S.W. Sequoia Pkwy. Tigard, OR 97224 (503) 639 -3880 02/07/2013 12.5 10:15 AM STR 921 REG20 TRN 1345 EMP 1111 SALE Product ID Description Total 163061 Impression,BWS 8 @ 0.09 0.72 You Pay 0.72E Total: 0.72 Visa 6167: 0.72 *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Shop online at www.officedepot.com *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WE WANT TO HEAR FROM YOU! Participate in our online customer survey and receive a coupon for $10 off your next qualifying purchase of $50 or more on office supplies, furniture and more. (Excludes Technology. Limit 1 coupon per household /business.) Visit www.officedepot.com /feedback and enter the survey code below. Survey Code: 13PJ JP7W RP1Y *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1 22VTPXAU53Q3MX86B" Copy & Print Depot Your partner in PRINTING & SHIPPING solutions. OFFICE DEPOT STORE 921 15060 S.W. Sequoia Pkwy. Tigard, OR 97224 (503) 639 -3880 02/07/2013 12.5 10:14 AM STR 921 REG21 TRN 878 EMP 1111 SALE Product ID Description Total 163061 Impression,BWS 4 @ 0.09 0.36 You Pay 0.36E 163391 Impression,BWS 22 @ 0.18 3.96 You Pay 3.96E Total: 4.32 Visa 6167: 4.32 *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Shop online at www.officedepot.com *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WE WANT TO HEAR FROM YOU! Participate in our online customer survey and receive a coupon for $10 off your next qualifying purchase of $50 or more on office supplies, furniture and more. (Excludes Technology. Limit 1 coupon per household /business.) Visit www.officedepot.com /feedback and enter the survey code below. Survey Code: 13PJ JP7X 1ZY8 *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** III 1111111IitIIIIII10I1111111III1110III011111111IIIIIII 22VT5XAU43Q5EX84BW Copy & Print Depot Your partner in PRINTING & SHIPPING solutions. J \ \ vert2DWirelese \ •\ • \ GPA ARCHITECTS `Ii • NUT W lbp • COL- ■ EXISTING— ••\ APPLETON f0 \ BE REMOVED \ • EX IS TINGJ I I / , \••\ ry . EXISTING VERIZON m JUNCTION WIRELESS EQUIPMENT LOCATE ON ••\ - - - • r'� o u • o Nrc 'VI o 7 E %ISTING� q� r - ' EXISTING \ �PARI(ING X. W \ BUILDING •• \ry / �J, - U ; • EXIST. STORM --,..s.`,, �`� $ W IO • • DRAIN EXIST WATER - \ W Ia METER • \ w ` \ W I I `` \ sec .l e, 9�0 VERIZON WIRELESS l PROJECT AREA. SEE ® [ • \ TRANSFORMER ® E� ^\ ` • ' ®r.\ <.. TO EXIST, CONDUIT AT BUILDING 0 '\ \ __ ® � \ 1 \ NEW ROUTE Of POWER -- W A -- ------- _- __ - - - -- _- __ -__ l / / 1. I� r TUALATIN - zG J_ _ - = `Z - Z�r — " w'= .u>LT�a. T( LI N E S_ -sss.r -�4— % \ •\ ,, LOT 0.262.92 c s _ __ __ rROPERTY LIN E — _ __ __- ��E»T- 4+rr_� / TJ 6974:. w , EXISTING NATURAL GAS METER - _— • ___ -- - r P �� T � - 0.'w S .2:J EXISTING EXHAUST VAULT - '---- - — NEW NATURAL CAS METER CONFIRM .• LOCATION WITH MECHANICAL ENG NEER N UTILITY ROUTING PLAN UTILITY ROUTING PLAN 22". S' -ALE , - l0. -0 I A1.1 • 5[AIF I • 20' -0' - - ) \ • • /.• '`\ V@r%Ku wireless /.• • \ • \ \ ` GPA ARCHITECTS +Lc \ \ sou.s�uo COL \ 1 • • EXISTING— , \ _i APPLETON TO BE REMOVED \ `\ • I I I EXIST,NG VERIZON / ,,\ m :,1g EXIS PING— WIRELESS EOJIPMENT '`\ H JUNCTION i ROOFTOP ON — _ 2o ROOOP 2 =c \ I \ ry o w\ +mirc3 I / X � j 2 _ ir I W r p 2 EXISTING � � \'Pn PARKING (` cX - EXSTING 4 �} � ; 's BUILDING \ , ( ti o S . ,f EXIST. STORM, — DRAIN • \ I EXIST WATER --- 12 METER \ wiat. \ n�r aw VERIZON WIRELESS I - ^I P OJECT AREA. SEE . ` /� `\•\ • _- EXIST +� \J I �] TRANSFORMER ®%: ,' NEN ROUTE OF POWER -- \ / ® \ ,/ TO EXIST CONDUIT AT \ / ` "� BUILDING \ A _ / ` \ irk � T UAL _______________________ � r_ 1' — �y�__.2`Z� — fir ^V �aILT$r�i K= rJl.r�'►— + t977 So SANCOL.PC +o a v,TiJ Sr \ O � ATIN • 1,72.9: - _ .. 4y -- Apt- T__3+ryL �T_g = 7_A1 --r-Y� r EXISTING NATURAL GAS ME "ER - / . PROPERTY LINE — " " - -- -- " "_ -__ _" DISTING EXHAUST ,ACCT - - -- - / ..r UTILITY NEW vn GAS METER cONr RM - LOCATION / ROUTING PLAN LOCATION N WI WITT MECHANICAL MECHANICAL ENG NEER UTILITY ROUTING PLAN XX X' SV fL 1 4 A1. veripwireless � S - EN M. N. P f' • It 4: , A.l j +, . I . Drawings Produced By: • PoR1uND, ORV ARCHITECTS LLC 714 (vr w F 2701 NW Vaughn, Site 764 Portland, OR 97210 503-274-7800 verIp w i re I ess ' � ►,I.IL CITY QF TIGARD Approved ._. .- .... - -.. [ OF 0 P 0 IR T T T Conditionally _ [ ] U A LA T I N PERMITNOW ® � See Letterto: Follow [ ] TIGARD, OR 97223 A aon. -. -t Job Addr_ . o 1 By: ..iff dr Dat ! 8 w ¢ CO D Z N t ` .- M W 0 03 I- 0 0 �k F i Naaoct SITE ADDRESS T TITLE SHEET SITE OWNER N , , 'D I �' - 1 - K 6975 SW SANDBURG ST. T2.0 GENERAL NOTES & LEGEND WESTON HOLDING CO., LLC C/O AMERICAN PROPERTY MANAGEMENT N W \ n I $ 3' V �` TIGARD, OR 97223 L1.0 LANDSCAPING SPECIFICATIONS PHONE: (503) 281 -7779 m La a SA rrsaalvr rm n m "�,\ _� ,, I 9 q LAT: 45'25'17" A1.0 OVERALL SITE PLAN APPLICANTS: 0 LONG: 12z'aa'46.2" A1.1 UTILITY ROUTING PLAN o � I Al .2 ENLARGED SITE PLAN 5430 NE 1d22NDSAVAW) LLC d /b /o VERIZON WIRELESS o W U Li a... It a. �! LR'F Z y 1/ - ? -'- PORTLAND, OR 97230 f f F A2.0 GENERATOR ELEVATIONS 00 o L sv wA : ' J URISDICTION TEMPLE JURISDICTION: A3.0 CONSTRUCTION DETAILS SITE DEVELOPMENT & PERMITTING: ' I - 0 N CITY OF TIGARD P1.0 PLUMBING SCHEDULE KDC ARCHITECTS ENGINEERS, PC 6975 SW SANDBURG ST., SUITE 100 ". > r ' � P2.0 PLUMBING SITE PLAN PORTLAND, OR 97223 °0 Y 0 w c _ 1 ti4 ZONING: OFFICE: (01 341 -6458 o w U 0_ CP PROFESSIONAL - COMMERCIAL CONTACT: R Y BURKE No. Date By Revisions - ' OCCUPANCY: CONSTRUCTION MANAGEMENT e ^ 12 Oa ▪ NA VERIZON WIRELESS Date 12/18/12 5430 NE 122ND AVENUE Designed by IX • CONSTRUCTION TYPE: PORTLAND, OR 97230 'TBCHCEM I '' C . SITE` + ` , .' '- - -_--4F _, ▪ . NA ARCHITECT: Checked by o y w e AREA CALCULATIONS: ` , r t ` 2701 NW VAUGHN, SUITE 764 pproved by S11P • W ND I, .• -.K ` � OFFICE: 503 274 -7800 -`� =' SITE INFORMATION PORTLAND, OR 97210 L1 TOWER SETBACKS NA FAX: 503 274 -7803 a I- HEIGHT LIMITS NA 7' °"' CONTACT: LLE KRUSI X229 IDate issued �� +� IIILL,_?..__AI_ )i-p - � >. ' _ -`~ ``. - PROPOSED LEASED AREA: 131 O FT Dote issued for H""" ° i o L REQUIRED SETBACKS: TBD MECHANICAL ENGINEER: Zoning Permit . R &W ENGINEERING Date issued for r 1 _ z 9615 SW ALLEN BLVD., STE 107 Building Permit BEAVERTON, OR 97005 ti Date issued � NITA SW EG�N1fA. I OONRA - L�TIVBDNh00T'd., 0- m — for Bid ILI ' 1 �� f^ • �� " -,,,� NATURAL GAS Dote issued A , _ t E — r NW NATURAL for Construction: • I- ( OFFICE: (503) 226 -4211 SHEET INDEX Protect Title DRIVING DIRECTIONS: POR TITLE SIGNATURE DATE R E C TUALATIN FROM DOWNTOWN PORTLAND, TAKE I -5 SOUTH TO EXIT 292 (LAKE OSWEGO /HWY 217).. ( J ` TAX LOT #W262492 a92 AT THE EXIT, TURN RIGHT ONTO HWY 217 AND TAKE EXIT 7 (72ND AVE). ADA COMPLIANCE: RF ENGINEER 6975 SW SANDBURG ST. TIGARD, OR 97223 AT THE STOP LIGHT, TURN LEFT ONTO SW 72ND AVE AND DRIVE SOUTH (OVER HWY 217) THE FACILITY IS UNSTAFFED AND UNOCCUPIED FOR 0.5 MILES. P ROJECT MANAGER PROJECT SUMMARY: F EB O 7 20 13 TURN LEFT ONTO SW SANDBURG ST AND DRIVE TO THE TIMES BUILDING DRIVEWAY. N THE PROJECT CONSISTS OF THE INSTALLATION AND Sheet title LOOK FOR THE THREE STORY BUILDING NEAR THE HWY 217/ I -5 INTERCHANGE. �I� WIRELESON OF A NEW BACKUP GENERATOR FOR VERIZON SITE ACQUISITION TITLE SHEET �� /_ _1 ZONING CONTACT PLA N NIING/ NG G E TI EIGAR D E® G PROPERTY OWNER Sheet no. : VICINITY MAP PROJECT SUMMARY APPROVALS PROJECT TEAM T1 .0 I GENERAL NOTES SPECIAL INSPECTIONS: I LEGEND verlj$�wireiess 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN SYMBOLS INDEPENDENT SPECIAL INSPECTOR PER THE 2010 OREGON DETAIL No. 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC STRUCTURAL SPECIALTY CODE. SEE SHEET A3.0 FOR A LIST OF `s _ _ _ _ _ DETAIL ROOM NAME ROOM NAME Drawings Produced By REPRESENTATION OF THE FINAL INSTALLATION. THE WORK SHALL INCLUDE REQUIRED INSPECTIONS. MfY REFERENCE 1 00001 ROOM NUMBER FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR SHEET No. I NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT o' o_ HEIGHT • DRAWINGS. TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR 0 _ _ BUILDING A.F MARKER GPA AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. SECTION '000.o'J FINISH ARCHITECTS LLC 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE N. SPOT GRADE 2707 NW Vaughn, Suite 764 I JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS Portland, OR 97270 CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE 4 �� - - WALL SECTION 000.D' EXISTING 503 ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ARCHITECT AND THE STRUCTURAL ENGINEER. SPECIAL INSPECTOR SPOT GRADE ANY DISCREPANCIES o0o S ARE TO BE BROUGHT TO THE ATTENTION OF THE TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED DOOR • PROJECT MANAGER COMPONENTS. 0 NUMBER EXTERIOR 111q, r ELEVATION 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE AL WIIN 1 � K K PROCEED BEFORE STARTING WORK. SAME AS FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK - r4- PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED KEY • • if-- 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN DURING PREFABRICATION THE APPROVED AGENCY CERTIFIES THE A GRID LINE 0 NOTE WO M* ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. O WALL SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR 1 TYPE REGULATIONS TAKE PRECEDENCE. 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING Q-"- MATCH LINE EQUIPMENT 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT THAT ALL WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST �_- 0 TYPE OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN CONFORMANCE WITH - WORK POINT ACCORDANCE WITH APPLICABLE CODES, REGULATIONS AND ORDINANCES. THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE A REVISION CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC APPLICABLE WORKMANSHIP PROVISIONS. e AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL ©!D INTERIOR RN AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL SITE NOTES: APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. N 1. EXCAVATE MINIMUM NECESSARY TO GRUB SITE; REMOVE SOD, ROOTS 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST AND ALL UNSUITABLE SOIL FROM PROJECT. EQUIPMENT z co � � SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY N M w o RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, 2. USE APPROVED MATERIAL FROM SITE EXCAVATION TO FILL AND M lr o SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF GRADE SITE. COMPACT TO 95 %. UTILITY POLE -9- FIRE HYDRANT a0 THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION o w v WITH THE PROJECT MANAGER AND WITH LANDLORD'S AUTHORIZED 3. GRADE SITE WITH CROWN. SLOPE TO ALL EDGES OF SITE E - POLE GUY WIRE LIGHT STANDARD o D REPRESENTATIVE. PERIMETER A 2.5 %. N o w\ m m 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A OR 2 -A1OBC WITHIN 5 FEET OF TRAVEL DISTANCE TO ALL 4. FINISH SITE WITH 4" OF 3/4" MINUS WITH NO FINES. OVER 4" OF MATERIALS co PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 1 1/2" MINUS CRUSHED ROCK. APPLY OVER GEOTEXTILE. rn COMPACT TO 95% MAX DENSITY PER ASTM 01557. TREAT GRAVELED I ' • .. • -• I CONCRETE P- a - --- - -.1 EARTH Q a 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR SITE WITH APPROVED WEED STERILIZER. - u o 0 PHONE, AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON ❑❑ CMU I a- =d GRAVEL m SITE. o 5. MIRIAFI BRAND GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE vii / /./ iiii 1 BRICK I I SAND f 3 UNDER ALL NEW GRANULAR SURFACES. W 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR t,--_ -_ .. =J GYPSUM WALLBOARD PLYWOOD co Y o w MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR o w 0 m CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF 6. WHERE NECESSARY DUE TO SOIL SITE CONDITIONS: REMOVE mmmaarem8n8mm1 BATT INSULATION I-- =- � FINISH WOOD No Dote By Revisions THE WORK. UNSUITABLE MATERIAL AND REPLACE WITH 4 -6" LIFTS OF 4" MINUS CRUSHED ROCK COMPACTED TO 95 %. REVIEW WITH PROJECT Ei=g2=Egig RIGID INSULATION I ><I WOOD (CONT.) File no, 12 - )D01 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT MANAGER PRIOR TO PROCEEDING WITH WORK. Date 12/18/12 EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., ® STEEL I \ I WOOD BLOCKING AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT OCCURRED 7. SLAB BASE: COMPACTED 3/4" MINUS CRUSHED ROCK. ® ALUMINUM L- - ' ' , J EXIST. STRUCTURE Designed by EM DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER Drawn by MM AND /OR LANDLORD. Checked by EM Approved by SMNP 12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE AND LINE TYPES DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN NEW WORK - ss ss - SANITARY SEWER CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY STRUCTURAL STEEL: SEE SHEET A3.0 DEMOLITION WORK - so - so - STORM SEWER Dote issued Date NATURE. CENTERLINE ro FD - FLOOR DRAIN Zoning Permit or 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS -BUILT DRAWINGS WITHIN - - - - PROPERTY / LEASE LINE - RD - no -- ROOF DRAIN Date issued for 10 WORKING DAYS OF PROJECT COMPLETION. --V\--- BREAK LINE Building Permit Date issued too - - -- EXISTING CONTOUR - CAS CAS - GAS for Bid 14. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL -CD-- NEW CONTOUR w - w - WATER Date issued -HW Hw- HOT WATER SHALL THE SAME AS OTHER SIMILAR WORK. for construction: 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE EXIST. CHAINLINK FENCE - cw cw - COLD WATER LATEST REVISION. --cr. ❑ -o- EXIST. WOOD FENCE Project title : 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL - %- +- CHAINLINK FENCE - A - A ANTENNA CABLE POR EXISTING UTILITIES WHETHER SHOWN HERON OR NOT AND TO PROTECT - G - c - GROUND TUALATIN THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF • - P - P - POWER - GEN GEN - GENERATOR TAX LOT #W262492 REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF - T - T - TELCO - E - E - ELECT. CONDUIT 6975 SW SANDBURG ST. THIS WORK. - POT - POT - POWER & TELCO - c - c - CONDUIT TIGARD, OR 97223 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO MATCH EXISTING. - - OHP - - OVERHEAD POWER Sheet title - - OHT - - OVERHEAD TELCO GENERAL NOTES - - on - - OVERHEAD AND LEGEND Sheet no. 72.0 NOTES: LANDSCAPE SPECIFICATIONS D) IF HEAVY CLAY IS ENCOUNTERED, AMEND PLANT HOLE BACKFILL WITH 50% NATIVE SOIL, AND 50% MIX OF COMPOSTED MULCH ver'pwireless 1.00 GENERAL AND SOIL DRAINAGE AMENDMENT. CREATE DRAINAGE AWAY FROM HOLE IF IT HOLDS WATER. E) FERTILIZE ALL PLANTINGS WITH SPECIFIED "PHC TRANSPLANT SURVIVAL KIT" OR APPROVED EQUIVALENT AND APPLY PER 1.01 ALL SITE PLAN DIMENSIONS AND CONDITIONS, BUILDING DIMENSIONS, AND SITE DEVELOPMENT SHOULD BE VERIFIED PRIOR TO MANUFACTURER'S RECOMMENDATIONS. FERTILIZE RHODODENDRONS AND MOUNTAIN LAUREL WITH "PHC COMPETE PLUS OR INSTALLATION. APPROVED EQUIVALENT AND APPLY PER MANUFACTURER'S RECOMMENDATIONS. F) LIMIT PRUNING TO THE REMOVAL OF INJURED TWIGS AND BRANCHES, UNLESS OTHERWISE DIRECTED. ALL INJURED TREE ROOTS TO 1.02 SCOPE OF WORK BE PRUNED VERTICALLY WITH A SHARP KNIFE BEFORE PLANTING. Drawings Produced By A) FURNISH ALL MATERIALS. LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH SOIL PREPARATION, PLACEMENT G) AFTER SETTING BALLED PLANTS, COMPLETELY REMOVE TWINE OR WIRE BINDING + FOLD BACK BURLAP FROM ONE HALF OF AND GRADING OF TOPSOIL MATERIAL, PLACEMENT AND GRADING OF FILL MATERIAL (IF REQUIRED), PLACEMENT OF SPECIFIED THE ROOT BALL. NON- BIOLOGICAL WRAPPING SHOULD BE REMOVED. DO NOT PLANT IF ROOTBALL IS BROKEN OR CRACKED. WHEN PLANT MATERIAL, FERTILIZERS. STAKING AND MULCH, PROTECTION, MAINTENANCE. GUARANTEE, CLEANUP, DEBRIS REMOVAL, SETTING CONTAINARI PLANTS, CAREFULLY REMOVE POT AND SUPERFICIALLY CUT EDGE ROOTS ON THREE SIDES WITH A KNIFE. DO AND RELATED ITEMS NECESSARY OR INCIDENTAL TO COMPLETE THE WORK SHOWN AND SPECIFIED. OBTAIN NECESSARY NOT PLANT IF THE ROOT BALL BREAKS OR LOOSENS. BACKFILL TO BOTTOM OF THE PLANT BALL. GPA PERMITS AND INSTALL PER LOCAL MUNICIPAL CODE AS WELL AS NEIGHBORHOOD CODES, COVENANTS AND RESTRICTIONS AND PER 1.PLACE OPEN ANGLED END OF DRIWATER TUBE DIRECTLY AGAINST AND FACING ROOT MASS. MANUFACTURER RECOMMENDATIONS WHERE APPLICABLE. 2.WHEN MORE THAN ONE TUBE IS REQUIRED, SPACE THEM EVENLY AROUND THE ROOT MASS. PLACE CAP ON TUBE PRIOR TO ARCHITECTS LLC BACKFI LLING. 2701 NW Vaughn, Site 764 1.03 SITE PREPARATION H) TREE SUPPORTS 503- -2274 07477 8000 - 97210 50 A) PROTECT EXISTING TREES AND SHRUBS TO REMAIN ON SITE DURING CONSTRUCTION BY FENCING OFF WITH 4' TEMPORARY 1. WOOD STAKES: 2 INCH X 2 INCH X 8 FEET ROUGH DOUGLAS FIR STAKES, STANDARD, OR BETTER GRADE, FREE OF LARGE ORANGE POLY FENCING. APPLY "PHC MYCROTREE VERTIMULCH" OR APPROVED EQUIVALENT WITHIN DRIP LINE AND 10' BEYOND, PER KNOTS. PRE - STAINED WITH ONE COAT OIL BASE WOOD STAIN, OLYMPIC REDWOOD NATURAL TONE #717 OR APPROVED EQUAL. MANUFACTURER'S RECOMMENDATIONS OR EXISTING TREES AND VEGETATION AREAS TO REMAIN WITHIN 10' OF CONSTRUCTION ACTIVITY. 2. TREE TIES: BROAD BELT -TYPE STRAPPING, OR PLASTIC CHAIN (MIN. 1.5 INCH WIDTH). SUBMIT SAMPLE FOR APPROVAL. IMMEDIATELY REPORT ANY DAMAGE TO EXISTING TREES AND VEGETATION TO OWNER. REPLACE DAMAGED TREES OR VEGETATION WITH 3. GUY WIRE AND ACCESSORIES: 3/32 INCH MIN. 5 STRAND GALVANIZED STEEL WIRE ROPE. INSTALL 12 INCH LENGTH OF 3/4 SAME SPECIES AND SIZE AS EXISTING WHERE DAMAGE IS DETERMINED TO BE LIFE - THREATENING BY A LICENSED LANDSCAPE ARCHITECT, INCH PVC PIPE FLAG ON EVERGREEN GUYS. 5/16 INCH GALVANIZED TURNBUCKLES AND EYE HOOKS. I' AND IF A TREE A CERTIFIED ARBORIST. REPAIR NON -LIFE THREATENING DAMAGE AS DIRECTED BY LICENSED LANDSCAPE ARCHITECT OR 4. TREE WRAP: CORRUGATED, OR CREPE PAPER, DESIGNED SPECIFICALLY TO RESIST INSECT INFESTATION AND SUN SCALD. , , ■k *1 . _ CERTIFIED ARBORIST UNLESS REPAIR IS REJECTED BY OWNER. �. 3.03 TRANSPLANTING: � 1.04 RESPONSIBILITY A) WHEN POSSIBLE, TRANSPLANT IN THE FALL, WHILE THE ROOTS ARE STILL GROWING, THE TOP GROWTH HAS «/j l I A) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ADJACENT PROPERTY, EXISTING PLANT STOPPED, AND THE LEAVES HAVE FALLEN. q MATERIAL DESIGNATED FOR PRESERVATION, AND THE SAFETY OF THE GENERAL PUBLIC. B). DIG PLANT MATERIAL ALLOWING FOR A ROOT BALL THAT IS THE SAME DIAMETER AS THE PLANT'S DRIP LINE, OR A MINIMUM OF QF Ow B) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHER TRADES AS NEEDED. ONE FOOT OF DIAMETER PER CALIPER INCH OF THE TRUNK, TO A DEPTH OF 24 TO 30 INCHES. C) UTILITIES: THE LANDSCAPE CONTRACTOR SHALL CALL FOR UNDERGROUND UTILITIES LOCATE PRIOR TO COMMENCING WORK, BE HELD C) TIGHTLY WRAP ROOT BALL WITH BURLAP TO KEEP ROOT BALL INTACT. PROTECT THE ROOTS AT ALL TIMES FROM DRYING AIR, SUN, RESPONSIBLE FOR PROTECTION OF, AND ANY DAMAGE TO EXISTING UTILITIES AND STRUCTURES, AND SHALL VERIFY THE LOCATION OF AND FREEZING TEMPERATURES. "HEEL IN" AND MAINTAIN IN ACCORDANCE WITH ACCEPTED HORTICULTURAL UTILITIES WITH THE GENERAL CONTRACTOR. PRACTICES. C) TO REDUCE WATER LOSS BY TRANSPIRATION, APPLY A TRANSPIRATION- INHIBITING CHEMICAL, PER MANUFACTURER'S 1.05 VERIFICATION OF EXISTING CONDITIONS RECOMMENDATIONS, AT TIME OF DIGGING. A) BEFORE PROCEEDING WITH ANY WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS, INCLUDING D) REDUCE THE LEAF BEARING SURFACE (BY THINNING OUT) OF BARE ROOT TREES AND SHRUBS BY ABOUT 50 %; BALLED & ADVERSE DRAINAGE. SHOULD ANY ERRORS OR CONFLICTS IN DRAWINGS OR SPECIFICATIONS OCCUR, THE LANDSCAPE CONTRACTOR BURLAPPED TREES AND SHRUBS BY ABOUT 25 %. SHALL NOTIFY THE ARCHITECT IMMEDIATELY. E) ALL TRANSPLANTED MATERIALS SHALL REQUIRE THE SAME SOIL PREPARATION, PLANTING, AND STAKING AS NEW PLANT MATERIAL. F) PLANT SHRUBS AND TREES UPRIGHT AND FACE TO GIVE BEST APPEARANCE. 2.00 MATERIALS G) LOOSEN AND REMOVE BINDING AND BURLAP FROM AROUND TOP OF EACH ROOT BALL. STAKE TREES IMMEDIATELY AFTER cv PLANTING. w ¢ 2.01 PLANT MATERIAL SHALL CONFORM TO AMERICAN ASSOCIATION OF NURSERYMEN GRADES AND STANDARDS AS PUBLISHED IN H) PLACE AND COMPACT BACKFILL SOIL MIXTURE CAREFULLY TO AVOID INJURY TO ROOTS, AND FILL ALL VOIDS. m = Z THE "AMERICAN STANDARD FOR NURSERY STOCK" AND AS NOTED ON DRAWING AND AS FOLLOWS: I) WHEN HOLE IS NEARLY FILLED, COMPLETELY SOAK AND ALLOW WATER TO SOAK AWAY AT LEAST TWO TIMES, OR AS NECESSARY TO C. co A) TREES TO BE SELF - SUPPORTING, WITH FULL HEADS AND LEADERS INTACT. COMPLETELY WATER INDIVIDUAL PLANTS. N M CO o B) ALL SHRUBS, TREES, AND GROUND COVER TO BE FULL AND BUSHY. ALL TREES TO BE STRAIGHT TRUNK WITH LEADER INTACT, EXCEPT MULTI -TRUNK TREES, WHICH MAY HAVE IRREGULAR TRUNKS. ALL ROOT BALLS SHALL BE INTACT AND HAVE NO MORE 3.04 MULCHTOP- DRESSING co ~ ci THAN 10% CLAY AND /OR SILT CONTENT AND BE FREE OF WEEDS. A) PROVIDE 2" (AFTER COMPACTION) LAYER OF SPECIFIED COMPOSTED MULCH ON ALL PLANTER BEDS AS A TOP- DRESSING AND p C D ix ) PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE LANDSCAPE ARCHITECT AND /OR OWNER DUE TO CONDITIONS. WITHIN THE DRIP LINE OF ANY NEW PLANTING WITHIN EXISTING VEGETATION AREA. MAXIMUM DEPTH OF MULCH AT CROWN OF ''' N FORM, OR DAMAGE, BEFORE OR AFTER PLANTING. PLANTS TO BE ONE -HALF INCH. N 0 0 .. . - 2.02 TOPSOIL 3.05 FINAL CLEAN -UP E A) NORTHWEST WASHINGTON COMPOST. LLC (360 - 563 -2408) "THREE -WAY TOPSOIL MIX" OR APPROVED EQUIVALENT. A) CLEAN ALL PLANTING AREAS AND FINISH RAKE. WASH CLEAN ALL BUILDING AND PAVING SURFACES THAT WERE AFFECTED BY LANDSCAPE INSTALLATION. o 2.03 LANDSCAPE FILL MATERIAL a A) SANDY LOAM MATERIAL WITH LESS THAN 10% CLAY AND /OR SILT CONTENT AND FREE OF ROCK AND DEBRIS OVER 2" 3.06 PLANT PROTECTION ° w v LI INCH DIAMETER. A) PROTECT ALL PLANT MATERIALS, DURING TRANSPORT AND ON SITE, AGAINST HARM FROM WIND, UNUSUAL WEATHER, AND THE PUBLIC o IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICE. SPECIAL PLANTING TECHNIQUES. DEFOLIATING, WILT PROOFING, OR SPRAY 2.04 SOIL DRAINAGE AMENDMENT MISTING MAY BE REQUIRED FOR UNSEASONABLE PLANTING ETC. `r Lu A) SOIL DRAINAGE AMENDMENT SHALL BE 50/50 MIX OF WASHED SAND & 3/8 -INCH PEA GRAVEL. B) LANDSCAPE CONTRACTOR IS LIABLE FOR DAMAGES OF LOSS OR INJURY TO EXISTING TREES AND SHRUBS RESULTING FROM THE w Y p w CONTRACTOR'S FAILURE TO PROTECT THEM. THE JUST VALUE TO BE DETERMINED BY THE VALUATION OF LANDSCAPE TREES, o w C) CC 2.05 COMPOSTED MULCH SHRUBS AND OTHER PLANTS, CURRENT EDITION. No. Dote By Revisions A) NORTHWEST WASHINGTON COMPOST, LLC (360- 563 -2408) "SUMMIT COMPOST" OR APPROVED EQUIVALENT. 4.00 MAINTENANCE File no. 12 - X:0 2.06 FERTILIZERS & AMENDMENTS Dote 12/18/12 A) PLANT HEALTH CARE, INC. (800 - 421 -9051) "TRANSPLANT SURVIVAL KIT" OR APPROVED EQUIVALENT WHICH INCLUDES 4.01 THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE DURING THE CONTRACT PERIOD FOR KEEPING ALL PLANTINGS AND WORK ENDO /ECTOMYCORRHIZAL FUNGAL INNOCULANT, 12 -8 -8 BIOFERTILIZER TABLETS, BIOSTIMULANT AND TERRA -SORB PLANTING GEL. INCIDENTAL THEREOF IN GOOD CONDITION BY REPLANTING, PLANT REPLACEMENT, WATERING, WEEDING, CULTIVATING, PRUNING, Designed by EX APPLY PER MANUFACTURER'S RECOMMENDATIONS. SPRAYING, REGUYING AND OTHER NECESSARY OPERATIONS OF CARE FOR THE PROMOTION OF ROOT GROWTH AND PLANT LIFE. Drown by 1p1 B) PLANT HEALTH CARE, INC. (800- 421 -9051) "COMPETE PLUS" OR APPROVED EQUIVALENT FOR RHODODENDRONS AND LANDSCAPE CONTRACTOR WILL PERFORM ABOVE MAINTENANCE DUTIES IN ALL LANDSCAPE AREAS UNTIL FINAL ACCEPTANCE BY THE OWNER. Checked by IX MOUNTAIN LAURELS. APPLY PER MANUFACTURER'S RECOMMENDATIONS. Approved by SIII4p C) PLANT HEALTH CARE, INC. (800- 421 -9051) "MYCORTREE VERTIMULCH" OR APPROVED EQUIVALENT. APPLY WITHIN DRIP LINE 4.02 PATHS, SIDEWALKS AND ALL OTHER PAVED SURFACES SHALL BE KEPT CLEAN WHEN PLANTING AND MAINTENANCE OPERATIONS ARE OF EXISTING TREES AND SHRUBS AND 10' BEYOND, IN AREAS DISTURBED BY CONSTRUCTION, PER MANUFACTURER'S IN PROGRESS. RECOMMENDATIONS. 0) PLANT HEALTH CARE, INC. (800- 421 -9051) "YUCCAH WETTING AGENT" OR APPROVED EQUIVALENT. APPLY PER 4.03 VERIZON WIRELESS SELECTS NATIVE ACCLIMATED AND /OR DROUGHT TOLERANT PLANT SPECIES. PLANTINGS ARE INSTALLED ONLY DURING Dote issued MANUFACTURER'S RECOMMENDATIONS. SEASONS OF LOCALLY ACCEPTED PRACTICE. IN THE EVENT OF UNFORESEEN CLIMATOLOGICAL EXTREMES, VERIZON WIRELESS WILL PROVIDE Dote issued for E) 10 LBS. GYPSUM (CALCIUM SULFATE) PER 1000 SQUARE FEET. MANUAL WATERING AS NEEDED. zoning Permit : F) 20 LBS. JERSEY GREENSAND , PER 1000 SQUARE FEET. Dote issued for 5.00 WARRANTY Building Permit 3.00 EXECUTION Date issued 3.01 SOIL PREPARATION 5.01 WARRANTY MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. for Bid A) WHERE TOPSOIL HAS BEEN REMOVED OR DISTURBED, PREPARE PLANTER BEDS AS FOLLOWS. COARSE TILL TO A DEPTH OF 12 Dote issued INCHES THEN APPLY A MINIMUM OF 3 INCHES (AFTER COMPACTION) OF SPECIFIED COMPOSTED MULCH ALONG WITH THE EA 5.02 OWNER SHALL MAINTAIN AND IRRIGATE AS NECESSARY FOR HEALTHY PLANTS. for construction: SPECIFIED JERSEY GREENSAND AND GYPSUM AND FINE TILL INTO THE TOP 6 INCHES OF THE SUBSOIL. THEN APPLY 6 INCHES 5.03 LANDSCAPE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR REPLACEMENT OF PLANT MATERIALS DAMAGED, OR KILLED DUE TO OF SPECIFIED TOPSOIL, TO PROVIDE FOR EASE OF GRADING AND A HEALTHY TOPSOIL MEDIUM. APPLY PHC'S "YUCCAH NATURAL POOR MAINTENANCE. Project title WETTING AGENT" OR APPROVED EQUIVALENT AS A SOIL DRENCH PER MANUFACTURER'S RECOMMENDATIONS. IF HEAVY CLAY IS ENCOUNTERED, EITHER REMOVE CLAY OR TILL IN ALL OF THE FOLLOWING: 2 INCHES COMPOSTED MULCH, 2 INCHES SOIL DRAINAGE 5.04 LANDSCAPE CONTRACTOR SHALL REPLACE ANY PLANT MATERIALS THAT DIE OR APPEAR UNHEALTHY WITHIN THE WARRANTY PERIOD. POR AMENDMENT AS SPECIFIED (50/50 MIX OF WASHED SAND & 3/8 -INCH PEA GRAVEL) AND ABOVE SPECIFIED AMENDMENTS TUALATIN INSTEAD OF THE 4 INCHES OF COMPOST. THEN APPLY TOPSOIL AS SPECIFIED ABOVE. REMOVE ALL DEBRIS AND ROCK OVER 2 ". 5.05 LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MISSING AND /OR VANDALIZED MATERIALS UNTIL THE PROJECT RECEIVES A TAX LOT #W262492 3.02 PLANTING, GUYING AND STAKING (PER DETAILS AND AS FOLLOWS). FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT AND /OR OWNER. 6975 SW SANDBURC ST. A) PLANT ONLY DURING SEASONS OF LOCALLY ACCEPTED PRACTICE. TIGARD, OR 97223 B) CROWN OF PLANT SHALL BE SLIGHTLY HIGHER, AFTER SETTING, THAN ADJACENT SOIL. C) LAYOUT ALL MASS PLANTINGS PER DETAIL AND MAINTAIN A 2' CLEARANCE FOR CAR OVERHANG AND FROM PAVING. WALLS, CURBS AND PROPERTY LINES. Sheet title LANDSCAPE SPECIFICATIONS Sheet no, LANDSCAPE SPECIFICATIONS 1191 SCALE: NTS 1 L I N0 . • �/ \ ` / �o�o�nzow/wo. ./ xo�o�nzowmc ` ` N / / ' ZONE: C-P ZONE: C-P \ `` ' / COMMERCIAL) / COMMERCIAL) `` \ '// JURISDICTION: � JURISDICTION: \ `` /' '' /. /> ' ,/ � ' "=" CITY ' ■ : CITY OF TIGARD `` \ _ ', � ' �u��"° "="" -- —I ----- L ` ` `' /_/ ' � �/ ' — ''" / / EXISTING \ ''. . '` �euuu�o � ' ' / � ^ ' ' ' � / / Drawings Produced By �' , .' � / � � ' | \ � '' GPA i |/ `. � /' | ! | `` / ' ARCHITECTS LLC | �. '' 764 `` / �� 011'97210 | .` | '' | .' / / ``. / �| / ' / �,' . ^�-- ' . I ' | / >/ ''• `` '' 6 -:"4.... MPL:ej '''' / ^4 '' / ' � � -/- `` / _— ' '� EXISTING ,, '' • �/ ' '� BUILDING / ,` / / ' . ' �� -� �� ' / / `�� ' ' OF OW ' '7 ' `` ' /' � / \ ` / / | `, / I �� \--. '.` ''' ' </ \ '~� `' EXISTING `` / / / \ p�nx/wo -' ''' � , ' ' \` \ `'_ / • ( I' ' ' \ `` ' /! '/ -' '' H-^ ' - ZONING: ZONE: C-P (PROFESSIONAL COMMERCIAL) / JURISDICTION: CITY u" /�*xu IN ADJACENT ZONING. ~~ c � = � ZONE: /-p (INDUSTRIAL PARK) �--^�-^1 , �� v) / �ue/yo/unow.orrorn�a» � � �� " � � �� / Ln ________� - -- - onunnoonwo PLAN w 0 1 ROUTE OF SITE ( � � ��. op o / �� = � 8L1 _\ � . v ----- � ' , ` �� ACCESS L— (•./ �� ' —�' � / ______ C � LA ---- ------------------------- ' I -- -------------- K ----------------�-�� --- - - ' =~' � ` No. co � �� / | � / / ------ ------�� ` .. Dote By Revisions � ) ~~ ~ � � °'`` \ File no. n-mm m�mCrwrrow/wo• Ao�o�n/ow/wo� / \ `` Date 12/18/12 . | ZONE: I-P COMMERCIAL) / ` \ JURISDICTION: CITY OF TIGARD / JURISDICTION: CITY OF ` ` Designed by m zvw / \ ` ` ` »~~ by MU ��----- / ` ` Checked by � ' ., 7------ �-/ ��l \ ‘, sw� ' ` ` ^�~�" by ' ' � // I � ` ` �� ( [ • / r - r --- -- / ` ` � ' / / ' ,r/� \ ` |� � EXISTING ' / ` Date issued � sx�T � ' ` ' � ' ' ` �°"�~^" BUILDING ' ' . �*� p.~ . , ` ` Building ' ' , � � �/' ' { / ( � Building p�= . ) /' ' l �{ , /� � ' \ *m *�� <' / / / ' / / / ' ` ^" Bid | / /- --- ' t / ' ` Date issued / `. ^^ Construction: . / . / � - _ . '' � Project ^= . / _- ' ` ' / / ` POR _1\ \_ � , -�-`^ - / \ TUALATIN ` `_- / - ' ` ��' \ `. —______ _______________—__�'___ ____ '/ `\ / ` �os"�°�u�,c ``` '--------- — `( i' '' \ n�o�m,�,� \ \ ' / \ '_ SW SANDBURG STREET � ' \ Sheet title `. ' `_____ ____ I / w ` , OVERALL \ '----- - --- -- - ------ ' / ` ` ADJACENT ZONING:— [' ------ - - - `` '' '' ` SR��PL�N ■ PARK) � `^ _/ - ---~~ `` \ JURISDICTION: onrornoxnb ''.___^- V. ' . ____-,-,7, | \ \ , Sheet no A1.0 �� ' �� sm� � ' � n",, SCALE: / ~ W-0. 1 ,• • t '� ., ,--- 1 \ \ \._. J , ven ,wireless • • / ' / � \ \ • \ • Drawings Produced By \ \ GPA ARCHITECTS LLC 2701 NW Vaughn, Suite 764 Portland, OR 97210 503- 274-7800 \ ' I J� / j j.. • \ \ \\ - ` \` tAt�. of * / \` OF - \ / ' � / v\ EXISTING \� \ , v ,,X APPLETON TO / \ / �\ \ . BE REMOVED I �4 77--7- VA ' \ zi , W Q EXISTING I EXISTING VERIZON \ / \ \ \� eO JUNCTION ° WIRELESS EQUIPMENT \ ' N w o LOCATED ON \ \, v I ! ! ROOFTOP \ au \ 7. \\ \ > > I / A\ cr \ ./ ``\ N 0 L m I O ` v '' \ o Z n EXISTING \ \ �Op -v).._ mo I __- PARKING >\ �P 3 • `I' EXISTING \ �� 7 \ w cc ° �, 1 BUILDING -- \ ' <'4 o w v I EXIST. M� � No. Dote By Revisions ° DRAIN �lJ 12-07 li — — EXIST. WATER \ \ File no. 12 — Date 12/18/12 ° I METER � \ `� \ / \ Designey U by ' . \ Drawn by EK II f ' - -- / \ Checked by EX j / \ `` Approved by 911• ° I VERIZON WIRELESS , -' 1 %_ Date issued PROJECT AREA, SEE \ `\ Date Issued for _ Zoning Permit � ,\ ;, Date issued for /\ i, .__ —____- •,�� _ _ ` \ Building Permit / Dote Issued �� / / // ! EXIST. �� 7 � or Bid / j j / — — TRANSFORMER x ' ' Dole issued �� 4 � ; /��' q� Q � � �� 1 f Construction: 4 NEW ROUTE OF POWER � �° I � TO EXIST. CONDUIT AT e / Project me . A. BUILDING \ \ I . r giik I \ ' V I �/ � — ° * _ _- -____. TIG L SW R 972 3 _— p _ _ ry r ,. k �__�...2 _ ? P —P P P °S P _ ____ . _ __ ., _ J i � _ - _ r te _ =- - -A 67S' "'�"'OR4` = y - I � A S P p� i// TIGA D. OR 97223 PROPERTY LINE _____ EXISTING NATURAL GAS METER – — "- --- '' —' - -- EXISTING EXHAUST VAULT I sheet tie NEW NATURAL GAS METER CONFIRM I N UTILITY LOCATION WITH MECHANICAL ENGINEER ROUTING PLAN Sheet no UTILITY ROUTING PLAN 22x34 SCALE = 10' I A1.1 11x17 SCALE: 1' = 20' -0- LANDSCAPING NOTES: , 1. ALL NEW LANDSCAPING IS DROUGHT RESISTANT AND THEREFORE \ 1 REQUIRES NO DEDICATED IRRIGATION. \ \ , •eriZQUWirel9SS 2. FURNISH CONTAINERIZED WATER IN THE FOLLOWING AMOUNTS: / I 1 GALLON: 3 QUARTS / PLANT / 1 5 GALLON: 5 QUARTS / PLANT EXISTING PARKING 2" CALIP. TREE: 10 -12 QUARTS / PLANT (BASE ELEV. +0') x 3. CONTRACTOR SHALL INSPECT TUBES 30 DAYS AFTER INSTAL- Drawings Produced By LATION AND EVERY 15 DAYS UNTIL FINAL ACCEPTANCE OF WORK. \ \ REPLACE WATER GEL PACKS AS NEEDED DURING INSPECTIONS. \ I ,, • DRIPLINE OF TREE, APPROX 19' RADIUS -1' 4. CONTRACTOR SHOULD INSPECT TUBES EVERY 30 DAYS AND © i I GPA REPLACE GEL PACKS AS NEEDED DURING DRY WEATHER FOR AT NEW 6' HIGH HEDGE TO ARCHITECTS LLC LEAST ONE COMPLETE YEAR INCLUDING THE FIRST COMPLETE NEP MATCH EXISTING 27O1ArW Vaughn, Suite 769 SEASON AFTER INSTALLATION. Portland, OR 97210 EXISTING 16" DIA DECIDUOUS NEW CONCRETE PAD, so3 7800 TREE TO REMAIN SEE STRUCT. ' 2' EXISTING 6' DIA SHRUB EXISTING 6" CURB I I , • 1 �^ TO BE REMOVED \ "NI J I gRP / / % / �/ /� % / • % / � % / (&7 % �/� % / of o X x x x x x1$�x x x x x x p \. / ( �� / �� , \ _ 4 -,- NEW LOCATION OF `" J X / / -�� / - I I I I " ` / E XISTING SIGN ) � 11 1 . a d ° ° a / m I / 00 � 0 ii I i V_ERIZON WIRELESS / I I 10'x15' LEASE AREA ° / o oo cc i - ®6' 0" CHAINLINK FENCE (/ 4J1 1 KA NEW 0 LGOHT /' x I I / �� / o J 1� (NO BARBED WIRE) / CONTROL EXHAUST a ® ° GENERATOR I /� O \ // ° w V d // ft-j./Z-„3. I / / 3 EXISTING 5' DIA DO SHRUB TO REMAIN x \ w + / / // No. Dale By Revisions I -I x 0 I / i / File no_ t2 — -- -- I GRAVEL AREA / I O / , / / Date 12/18/12 / / / Aft ---2--\-- SIM 4' -6" WIDE MANGATE + a x N / / / Designed by IX xxx _ / / // Drawn by U SPRINKLER HEAD TO BE RELOCATED �\ / Checked by IX / / / EXIS TING SIGN TO BE Approved by SUMP / / X X X/ X X X,$ / X X X x X X \ p, \ � i \ RELOCATED BY CONTRACTOR 6 Q ' /' / / Date issuetl / Dote issued for 4, / zoning Permit • Dale issued for NEW ROUTE OF POWER AND GAS / / _ - -- - i / / Dote ed SEE ALSO MECHANICAL Q — - -- - - / --- / for Bid / Date issued / — — --- — // for Construction • Q —.3' i V4 �= — � Project title : Q ' —5 POR / _ – — TUALATIN / Q — -- --- --------- ----- — / / / / -5' TAX LOT SANDB 92 5975 SW SANDBURG ST. TIGARD, OR 97223 — — 7 / / / Sheet title . CP / NOTES 04' ENLARGED / Q / – — 1. RELOCATE SPRINKLERS & LINES AS REQ. SITE PLAN / / -- _- 2. SLOPE NOT TO EXCEED 2:1 i CP Q / / / Sheet no. ENLARGED SITE PLAN 22x34 SCALE: 3/4' = 1' -0' I 1 A1.2 11x17 SCALE: 3/8" = 1' -0' i . I ve. .. 021)wireless • \ KATOLIGHT 60kW NATURAL GAS GENERATOR \ l /.1\ _ . ,._ : X \z \ \ Drawings Produced By \ 0 iltiSENESENSEM N==n 0 . , r . \ 1 * 4 v .sv ...4 _ __: e l' - i - 1 \ , - • GPA ARCHITECTS LLC 2701 NW Vaughn, Suite 764 Portland, OR 97210 503-274-7800 \ ---'''''-,-.‘ -- z ' , 6'):\‘' ,/ 2 O . f ' _,-- , ,- ,,..,,, 1 z ,, \ , \ /, •(>5 -,<)<>, 9 \.> In , >/>c,,x K x (4) 5/8 , '' "0 CONCRETE ' ' >' / 2\ />/ // / \ 9' "uo •0 ANCHORS, EMBED 4-3/4" li3 13 ---____ 1 -__-_------- , ,/ ', 1 /- ' , lEI ' '' \-"'\ ' I , 1.kpfL ; S . e n . PCIRTIAND,OREGON* 4/4" CHAMFER ALL EDGES LI It'. 6" OR M AT EXISTING PARKING AREA - - Up . / •, ; \ / x NX , < X r c r . . a' .f I - .'\./ \ I ' \ \ \ I . - /• 4 ■ . 7 A - : __ . . . . , ,--....--,, • ,r A 161.614rZuMs7.16-41" \ .4.1.10.4-1 I °M. VPS , "° ° t ; ' -.. c., • N/\\ \ \/\\ `-- • ,•, j L o O ,,•< <, ,, ,, <, I " - //‘ \- ° COMPACTED NATIVE 4 I . - CV BACKFILL- \\// \ 4 04 0 (5) #5 TOP & BOTTOM ,,,, ,,,,,\ ,.. „ . - „ . . , • - 4 Z " • . . , - - • • #5 AT 12 EACH WAY (8) #5 TOP La a " OC ...\ ‘ z ' \ / \ • A \ ,\/,/, '',\\ /,/, \, CA 'LT_ // ol 2 L.Tio / ' - VERIFY PLACEMENT OF ALL co STUB-UPS PRIOR TO CASTING SLAB I ' d \ (1) IA GENERATOR DETAIL (SIDE ELEVATION #1) 2 s 3 : 1::00: 1 GENERATOR DETAIL (SIDE ELEVATION #2) 22X34 SCALE: 3/4" = 1 I q 11X17 SCALE: 3/8" A 0 - M CO 0 NOTE: CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER INSIDE < • > OUTSIDE a, < OF DISCREPANCIES, IF FOUND, AND CONTACT ENGINEER FOR DIRECTION. o Y 0 Z •-- LLJ C.) LT / y INTERCEPT EXISTING EXIST. INTEGRATED EXIST. '''-- FEEDER WHERE IT Lo 3 La 5 TVSS-MECHANICALLY AC FAIL REMOVE & ENTERS EQUIPMENT I MATCH EXISTING FINISH oo Y 0 LLJ INTERLOCKED BREAKERS RELAY RECONNECT EXISTING ROOM AND RE-ROUTE SURFACE o L.LJ o ce /17 AND SERVICE PANEL AS SHOWN TO NEW ATS No Dote By Revisions 120/208V, 3PH, 4W f-----N COMPACTED BACK FILL File no 12-M� 200A/3P EXISTING 3PH GEN PLUG TO BE REMOVED. USE BOX \/ \ (90% COMPACTION) Dote 12/18/12 /I AS J-BOX AND CONNECT V/ IHN 1M %\ — UNDISTURBED SOIL (Th //r/ (-.\ METER EQUIPMENT ROOM TO EXISTING FEEDERS TO Z x a ,, :v./ _ \ 2\ Designed by • E1( > Drown by MU \\\/ \ / , ME . mg . . .4. ,...; - WARNING TAPE Checked by EK / \ 4/ 0 - o, . / \ \. \ WV SAND BACKFILL Approved by 200A/3P ) 2 1/2" C WITH - -- D200A/3P ELECT. ROOM 1 • • C 6 0 I Date issued GAS PIPING, SIZE NEW ATS-3PH 0 0 NEW GENSET-3PH \ 0 0 .. \ - 0 4 - - / / / PER MECHANICAL Date issued for Z m oning Perit : Date issued for Building Permit 200A 2 1/2" C WITH 200A/3P : /3P W111111111 Dote issued for Bid 'I • 0 /,..••■,\ 0 MIN. 4" SAND BEDDING (1) 2" DIA & (3) 1" DIA Date issued ep 0 • for Construction: EXISTING ( ---N \ rTh EXISTING 4/0 AWG, P (1) #6 AWG, G SCHEDULE 40 PVC CONDUITS, CIRCUITS ' 0 • • 0 CIRCUITS VERIFY W/ MANUFACTURER Pro title PRIOR TO INSTALLATION (,---N\ POR n• • 0 TUALATIN REMOTE TAX LOT #W262492 START 0 1" C WITH 6975 SW SANDBURG ST. NEW \ _ 20A (5) #14 AWG, C TIGARD, OR 97223 BREAKERS • • 0- EXIST. EQUIP. ROOM CALL BEFORE YOU DIG!! ALARM 0 1" C WITH BLOCK PULL CORD Sheet title - NATIONAL UTILITY GENERATOR EQUIPMENT ROOM L 1 C WITH NOTIFICATION CENTER NOTE: ELEVATIONS & 2 s c2 A P GAS LINE REQUIRES 12" MINIMUM ta il,. CALLT 11 L 8 LFREE " DETAILS \ \ 2 DI S ;12 AWG, G SEPARATION FROM ALL OTHER UTILITIES Sheet no. . ONE LINE DIAGRAM 120/208V, 3PH, 4W 22X34 SCALE: NONE 3 TRENCH DETAIL 22%34 SCALE: 1" = 1 A A2.0 11X17 SCALE: NONE 11X17 SCALE: 1/2" = 1,-0" 10' -0" // PER PLAN OP RAIL 7 T V @rlj120wireless i ♦ ♦ ♦ ♦ iO•O••• 4... ••• ••O• •••••••• •• •• OO ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦•O ♦• ♦•O ♦• ♦• ♦• ♦• ♦• ♦• ♦O• � ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦' ' ♦ ♦ ♦ ♦ ♦ ♦ ♦�• •♦ ♦♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 1 ♦♦ ♦♦ / ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ Drawings Produced By 1, ♦, ♦, ♦, ,♦,♦,♦,♦,♦,♦,♦,♦ ♦ , ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦� � 4 L .. FROST FREE GATE ♦• ♦• � ♦ ♦ ♦, ♦, ♦ j j j ♦ ♦, ♦ 1 ♦ ♦ ♦ ♦ � ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ • � , it:. ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦�♦�♦�•�♦�♦� ♦♦ ♦ Ct 4 :7 - =,.A. A � LATCH WITH LOCK ♦j _ :, . ♦� ♦� ♦� ♦� ♦� ♦� ♦� ♦� ♦� ♦� ♦�� TOP RAI L i . o.o. . ❖oo oo ❖ ❖ . It. 4 ,, .o. ❖o. ° .•oo ❖.o 10 -176- :• C , ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ , p•,•,•,• ❖••••••p,•,• GPA ►iiii iii iiiiiiiiiiiii . • ♦ • ♦ ♦ ♦ ♦ � � iiiiiiii♦iiiiii �i •♦iiiiiiiiiiii• ♦ ♦ ♦ ♦ ♦ ♦ ♦• ri ♦ ♦♦ ■ ♦� ♦� ♦�� ♦♦♦♦♦♦♦♦♦♦ ♦ ♦� ♦� ♦� ♦� ♦� ♦ ♦� ♦� ♦� ♦� ♦� ♦� ♦� ♦� t ♦ ♦• ♦• ♦• ♦• ♦• ♦• ♦• ♦• ♦• ♦• ♦• ♦• ♦• ♦• �� ♦� ♦� ♦� ♦� ♦� ♦� ♦� ♦�� ♦� , STRETCH BAR ARCHITECTS LLC ►• ♦• ♦•♦ ♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦ • ♦• ♦• ♦• ♦• ♦• ♦• ♦• ♦• � ♦ ♦ ♦ ♦ ♦♦ : • • • • • • • • • • • • • • • • • • ♦ • • ❖ •••••••• ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦•••• ♦ ♦♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ i • ■ yr • • 2701 NW Vaughn, Suite 764 � � ♦� ♦� . . � ♦� ♦� ♦� ♦� ♦� ♦� ♦� ♦� ♦�♦ ��♦♦♦♦♦♦♦♦♦ :�� 4 ♦♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦• ♦•4 ♦ ♦ ♦ ♦ ♦ ♦• ♦• ♦• ♦• ♦ ♦ ♦ ♦ ♦♦ �.�� \ 503-274-7800 97210 ♦ ♦A ∎♦ •♦• ♦• ♦ ♦ ♦ ♦ ♦ • ♦• ♦• ♦• ♦ ♦ ♦ ♦...... ♦ • ♦ 4 / ♦�4 0 -'' ' '' • � • �•�•�•�•�•�•�•�•�•�•� 4 �•- •- •••- ♦- ♦ ♦ ♦- ♦- •- ♦- ♦ ♦ _ ♦ ♦ • ♦• ♦ ♦ • ♦• ♦ ♦ ♦ ♦ ♦ � \ - _ - - t' \ . 1 r- _ CI---- -1-1 - T - CRUSHED ROCK A f z w - _, l� - A S U REQO TENSION ROD � 1=111=111 - III - III - III -III- T - I (2) 2" DIA PRESSURE C� z 1 TREATED DOUG FIR STAKES : gIL ��/L 1 o m 0 w BALLED I / • �' • x. "► i7 0 CO o o i BOTTOM RAIL, TYP. BURLAP R J Po p '� "GRO- STRAIGHT" TREE TIE �N z o M m U A I U I U WATERING I 4. OF Q \ L -J CHAIN LINK FABRIC L - - - J L - - BASIN I PLANT TABS (PER SPECS) 12" DIA. FOOTING © LINE POST 1 � FINISH An BARK MULCH - 2" DEPTH GENERAL NOTES 18" DIA. FOOTING © GRADE NI __ GATE AND CORNER � .. 1. GATE POST AND CORNER POST: 4" O.D. PIPE, SCHED 40 ii -ice -I 2. LINE POST: 2-7/8" O.D. PIPE, SCHED 40 POST COMPACTED e n .° STAKES SHALL EXTEND / BACKFILL �,�- MIN. ONE FOOT BELOW 3. GATE FRAME: 1 -7/8" O.D., SCHED 40 PER ASTM -F900 SOIL MIXTURE ^ a1P11'M 5' BOTTOM OF PLANT PIT, 4. TOP, BRACE , AND BOTTOM RAIL: 1 -1/4" O.D. PIPE, SCHED 40 (PER SPECS) DO NOT PENETRATE ROOTBALL 5. FABRIC: 9 GA. CORE WIRE SIZE 2" MESH FABRIC TO TOUCH GRAVEL BASE t`t - 6. TIE WIRE: MINIMUM 11 GA. GALVANIZED STEEL NOTE: C. m z SET ROOTBALL 1" ABOVE FINISH GRADE. REMOVE a0 in - 7. BARBED WIRE: DOUBLE STRAND 12 -1/2 O.D. TWISTED WIRE TO MATCH NOTE: ALL FENCE BURLAP FROM TOP 1/3 OF ROOTBALL. CUT ALL STRINGS. C. N w FABRIC WITH 14 GA., 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS PIPING SHALL BE PER N M it o ASTM- F1083 8. LATCH AND PADLOCK BY CONTRACTOR a w FENCE AND GATE 22;t34 SCAE: SCAL 1/4 = 1' -0' x34 SCALE: NOT TO SCALE M inLi 11x17 SCALE: NOT TO SCALE N 0 CC CO 0 GENERAL STRUCTURAL NOTES: GENERAL CONCRETE NOTES: o 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301 -89, ACI 318 -95 AND THE SPECIFICATION FOR CAST -IN -PLACE o x o? - w 0 L` 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. CONCRETE. co 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 0 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, ,� 3 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR L APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL Y 0 Wi 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF o w C./ BE STANDARD UNLESS NOTED OTHERWISE. No Date By Revisions CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD VERIZON WIRELESS 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: Rio no. 12 - 1W AND THE ARCHITECT/ ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF CONCRETE CAST AGAINST EARTH 3 IN. Dote 12/18/12 WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS OR THE ARCHITECT /ENGINEER. CONCRETE EXPOSED TO EARTH OR WEATHER: Designed by EK 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF #6 AND LARGER 2 IN. Drawn by 181 CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS #5 AND SMALLER & WWF 1 -1/2 IN. Checked by IX DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: Approved by SDP EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE SLAB AND WALL 3/4 IN. ARCHITECT /ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. BEAMS AND COLUMNS 1 -1/2 IN. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 5, A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. Date issued 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE 6. HOLES TO RECEIVE EXPANSION WEDGE ANCHORS SHALL BE 1 8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND Dote issued for / / Zoning Permit LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING /BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID Date issued for 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. Banding Permit Date issued PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE 7. USE AND INSTALLATION OF CONC. EXPANSION /WEDGE ANCHOR, SHALL BE PER ICBO & MANUFACTURER'S WRITTEN RECOMMENDED for Bid PROSECUTION OF THIS WORK. PROCEDURES. Date issued 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. STANDARD STRUCTURAL STEEL NOTES: for Construction 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM Al23- Al23M -02 UNLESS NOTED OTHERWISE. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING Project title 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501. POR 12. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES TUALATIN A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION ", 9TH EDITION. TAX LOT #W262492 B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT /ENGINEER, AND OTHER DESIGNATED PERSONS. 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV. ASTM A307 BOLTS (5/8" DIA. UNO) AND SHALL HAVE A MINIMUM OF TWO BOLTS 6975 SW SANDBURG ST. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF U.N.O. TIGARD, OR 97223 UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. 5. NON- STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM A307 C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK BOLTS U.N.O. REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE 6. ALL STRUCTURAL PIPE ASTM A53, TYPE E OR S, GRADE B. Sheet title : WORKMANSHIP PROVISIONS OF THE OREGON STRUCTURAL SPECIALTY CODE (OSSC). CONSTRUCTION D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS SPECIAL INSPECTION DETAILS 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER THE 2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC) FOR THE FOLLOWING ITEMS. A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND /OR ADHESIVE ANCHORS: INSPECT HOLE SIZE, DEPTH, CLEANLINESS, AND INSTALLATION PER ICBO REPORT. Sheet no. STRUCTURAL NOTES 22x34 SCALE: NONE A3.0 11 x17 SCALE: NONE I REV DATE DESCRIPTION BY GENERAL NOTES UTILITY CONTACT A 17SEP08 CD REVIEW KHT A. NATURAL GAS PIPING SHALL BE POLYETHYLENE BELOW GRADE AND NATURAL GAS 0 090CT08 CD FINAL KHT SCHEDULE 40 BLACK IRON ABOVE GRADE. NW NATURAL CALL 503.226.421 1, EXTENSION 2360 OR 2364, FOR SERVICE 1 18DEC12 REISSUE CD FINAL KHT B. FOR TRENCHING SEE 4/A2.0. INSTALLATION C. DESIGN SHOWN BASED ON MTU GENERATOR MODEL 50- GC6NLT1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CAREFULLY COORDINATE NOTIFY ENGINEER IF DIFFERENT MODEL OF GENERATOR IS ALL ASPECTS OF SERVICE WITH THE RESPECTIVE UTILITY COMPANIES. PROVIDED. _ D. ALL WORK AND MATERIALS SHALL CONFORM TO APPLICABLE LEGEND CODES, REGULATORY AGENCIES, AND STANDARDS, INCLUDING BUT L<Ialwireless NOT NECESSARILY LIMITED TO IBC, IMC, IPC, IFC, NEC, OSHA, (ABOVE GRADE NFPA, ETC. INFORM CONSTRUCTION MANAGER OF CONFLICTS PRIOR G G NATURAL GAS ( GRADE) TO BID. WHERE TWO CODES OR STANDARDS DIFFER, THE MORE G G NATURAL GAS (BELOW GRADE) 5430 NE 122nd AVENUE PORTLAND, OREGON 97230 STRICT OF THE TWO SHALL BE FOLLOWED. 503A08.3400 E BENDS, TURNS, EXISTING CONDITIONSS ARE DIAGRAMMATIC AND DO NOT CONTRACTOR GAS CONNECTION SCHEDULE POR TUALATIN IS RESPONSIBLE TO VERIFY ALL DRAWINGS, INSTALLATION CONDITIONED AND COORDINATE WITH OTHER TRADES AS REQUIRED. DESCRIPTION LOCATION LOAD INPUT EQUIPMENT TAX LOT #W262492 PROVIDE ADDITIONAL BENDS AND OFFSETS REQUIRED FOR CONNECTION SIZE 2975 SW SANDBURG ST. COMPLETE INSTALLATION AT NO ADDITIONAL COST TO PROJECT. PARKING GENERATOR LOT 600 MBH 1-1/2" TIGARD, OR 97223 F. ALL WORK SHALL BE DONE IN FIRST CLASS, WORKMANLIKE MANNER. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND CONFORM TO ALL CURRENT CODES AND APPROVAL PIPE SIZE MBH AGENCIES HAVING JURISDICTION. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS 1/2" 279 AND RECOMMENDATIONS. PERFORM ALL LUBRICATION / REQUIREMENTS PRIOR TO STARTING EQUIPMENT. 3 4 583 96156%. "en Bou'v.ard Su'te 107 1" 1,040 Beaverton, Oregon 97005 G. CUT WALL FOR PROPER EQUIPMENT, DUCT OR PIPE INSTALLATION. Phone (603)292 -6000 ENGINEERING, INC. Fax 1503) 726 -3326 FILL HOLES WHICH ARE CUT OVERSIZE SO THAT A TIGHT FIT IS � deo tom' E -mat n•.engArv.en9com OBTAINED AROUND OBJECTS PASSING THROUGH. PATCH AND SEAL PIPE SIZING BASED ON 2 PSIG DELIVERY, 2009 NFPA 54 TABLE Pro;ecllo 229.1079.001 Contact KRISTIN TROVE FINISHED TO MATCH NEW OR EXISTING FINISHES. 6.2(c) 215' TOTAL DEVELOPED LENGTH. H. ALL ROOF PENETRATIONS SHALL BE SEALED WATERTIGHT. O PROF I. CONTROLS AND WIRING SHALL MEET ALL ELECTRICAL V�� INE` M, REQUIREMENTS OF APPLICABLE ELECTRICAL SPECIFICATIONS AND ( -L. , i' 9 REQUIREMENTS OF OWNER, BUILDING OFFICIALS AND EQUIPMENT FROM TEST PORT / I SUPPLIERS OF EQUIPMENT INSTALLED ON PROJECT. METERS CI I - R E TO GENERATOR DG 4r, J. ELECTRIC MOTORS SHALL HAVE BUILT -IN THERMAL OVERLOAD - I �� I S (FLEX PIPING LAST 12 INCHES) 9'�c I� GAS COCK _ .� I N 11,2 s PROTECTION OR BE PROTECTED EXTERNALLY WITH SEPARATE q F, THERMAL OVERLOAD DEVICES, WITH LOW - VOLTAGE RELEASE OR WITHIN 6' OF GAS PRESSURE REGULATOR Rk D. ,ON 1 lie,11-2- LOCK OUT AS REQUIRED. GENERATOR VENT IF REQUIRED I EXPIRES 6/30/13 K. ALL NEW EQUIPMENT, PIPING, CONDUIT, AND DUCTWORK SHALL BE DIRT LEG DRAWING FILE INSTALLED PER IBC SEISMIC REQUIREMENTS. WF: \229\ 1079 \001 \ DWG \P01 L. MAINTAIN CODE REQUIRED AND MANUFACTURER RECOMMENDED 1 GAS CONNECTION DETAIL SHEET TITLE CLEARANCES AROUND ALL EQUIPMENT. PLUMBING MOl NOT TO SCALE SCHEDULE SHEET NUMBER P01 a REV DATE DESCRIPTION BY A 17SEP08 CD REVIEW KHT 0 090CT08 CD FINAL KHT 1 18DEC12 REISSUE CD FINAL KHT n / ,N N. ,N, \ verwireless 5430 NE 122nd AVENUE PORTLAND, OREGON 97230 \ 503.408.3400 POR TUALATIN \ TAX LOT #W262492 co \ 2975 SW SANDBURG ST. TIGARD, OR 97223 0 0 \ \ 9615 8 W Aran Bou'evard __. \ \ Suo ( Oregon 97005 r 7 Beaverton, Orc \ one (503) 2921000 ENGINEERING, INC. Far (503) 726-3326 'Fng6»artri9 g lAV' E -ma 1. noeny];'r ergcorn \ Pro)ecl No • 229.1079.001 Contact KRISTIN TRONE Ara GENERATOR, SEE +.. . • ,. . P01 � �O PROF AS — = o :.� �� i NE METER ) EXISTING I I ` I G OREG� l 1 -- GAS METER -- / / — — /G / / - / / G/ / /G / / / G G/ / / / - — - �g "' � � S Rk D. J0\ el ' 1° G / q EXPIRES 6/30/13 DRAWING FILE SITE PLAN- PLUMBING WF: \229 \906 \001 \DWG \P02 P02 SCALE: 1" = 20' -0" SHEET TITLE PLUMBING SITE PLAN SHEET NUMBER P02