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MMD2013-00039 MMD2O13-00039 PACIFIC PARKWAY CENTER NOTICE OF TYPE I DECISION MINOR MODIFICATION (MMD) 2013 -00039 1111 151 PACIFIC PARKWAY CENTER TIGARD 120 DAYS = 3/12/2014 SECTION I. APPLICATION SUMMARY FILE NAME: Pacific Parkway Center CASE NO.: Minor Modification (MMD) MMD2013 -00039 PROPOSAL: The proposed application includes modifications to the exterior and interior of the building as well as site related work. The exterior work includes replacement of windows, entry and roof. The site work includes modifications to existing hardscape, loading dock, trash collection area, landscaping and parking. APPLICANT: Pacific Realty Associates, LP Attn: Dick Krippaehne 15350 SW Sequoia Parkway, Suite 350 Portland, OR 97224 OWNER: Same as applicant LOCATIONS: 6600 SW Hampton Street WCTM 2S101AD, Tax Lot 03500 ZONING DESIGNATION: MUE: Mixed -Use Employment. The MUE zoning district is designed to apply to a majority of the land within the Tigard Triangle, a regional mixed -use employment district bounded by Pacific Highway (Hwy. 99), Highway 217 and I -5. This zoning district permits a wide range of uses including major retail goods and services, business /professional offices, civic uses and housing; the latter includes multi - family housing at a maximum density of 25 units /acre, equivalent to the R -25 zoning district. A wide range of uses, including but not limited to community recreation facilities, medical centers, schools, utilities and transit- related park- and -ride lots, are permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360.060.0 and 18.620 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 -00039 PACIFIC PARKWAY CENTER R 1 of 5 THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. SECTION III. BACKGROUND INFORMATION Site Information: The project is located at 6600 SW Hampton Street; south of SW Hampton Street and bound by SW 68 Parkway to the west and SW 69` Avenue to the east. The site, located within the Tigard Triangle, is approximately 4.6 acres and contains one 40,179 square foot commercial building, landscaping and associated parking lot. The entire site has 166 parking spaces. Proposal Description: The proposed application includes modifications to the exterior and interior of the building as well as site work. The project specifically includes: 1. Upgrades to the exterior building facade include: new windows, modification to existing entry way, replacement of the roof and upgrades to the seismic system. 2. Interior work includes: demolition of interior walls, updated fixtures, construction of new walls and upgrades to the mechanical and electrical systems. 3. Site work includes: a. Reconfigure the loading dock area, parking spaces and landscaping. Reconfiguration of the loading area will result in the addition of two parking spaces. b. Reconfigured pedestrian plaza and improved pedestrian walkways. c. New bicycle parking. d. Increase landscaping and screening along the perimeter of the building. e. New trash collection area with screening and fence, which will be located in the area of four existing parking spaces. The waste collection area was previously located by the loading dock area. The proposal results in a loss of two parking spaces. In addition, the project actually decreases the area of impervious surface by approximately 1,600 square feet. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS 18.360. MINOR MODIFICATION OF SITE DEVELOPMENT REVIEW: The proposed change in use requires a Minor Modification to approved plans or existing development. Section 18.360.060.0 states that a minor modification shall be approved, approved with conditions or denied following the Director's review and as follows: 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 the proposal complies with all applicable requirements of this title. This includes but is not limited to building height, setbacks, and parking requirements. Specifically, for this proposal TDC 18.620 Tigard Triangle Plan District and TDC 18.765 Of- Street Parking and Loading Requirements are the main concern. The applicant states within the application materials that the modifications will meet all building design standards within the Tigard Triangle Plan District, as outlined below. The proposal states that the modifications will result in a loss of two parking spaces; however, the site will continue to have sufficient parking. — MMD2013 -00039 PACIFIC P.1RKW:1Y CI:N'I'LR _ — 2 of 5 This standard is met. 2. The modification is not a major modification. FINDING: Staff finds that the changes listed in TDC18.360.050.B.1 -11 are either satisfied or do not apply. Therefore, the proposed development is not a major modification. This standard is met. 18.620 TIGARD TRIANGLE PLAN DISTRICT: 18.620.040 Building Design Standards: A. All nonresidential buildings shall comply with the following design standards. 1. Ground floor windows. All street- facing elevations within the building setback (zero to 10 feet) along public streets shall include a minimum of 50% of the ground floor wall area with windows, display areas or doorway openings. The ground floor wall area shall be measured from three feet above grade to nine feet above grade the entire width of the street- facing elevation. The ground floor window requirement shall be met within the ground floor wall area and for glass doorway openings to ground level. Up to 50% of the ground floor window requirement may be met on an adjoining elevation as long as all of the requirement is located at a building corner. The existing building is set further back than 10' -0 ". Building setback on the north side is 75' -0" and on the west is 175' -0 ". The east and south facades are not street facing. This standard is met. 2. Building facades. Facades that face a public street shall extend no more than 50 feet without providing at least one of the following features: (a) a variation in building materials; (b) a building off -set of at least one foot; (c) a wall area that is entirely separated from other wall areas by a projection, such as an arcade; or (d) by another design features that reflect the building's structural system. No building facade shall extend for more than 300 feet without a pedestrian connection between or through the building. The existing building facade design combined with the new entry modifications on the north, west and south, utilizes at least one of the features listed above. The building contains the following features: • The North facade has material variations ranging from flat seam metal panel, standing seam metal panel, brick, and new box ribbed metal panel. There are offsets between facade planes as well as window and wall ranging from 18" to 15' -0" as well as a new 12' -0" deep entry canopy projection. The existing north side of the building is unique in that there is a 15' -0" deep by 200' -0" long sloping roof projection that separates itself from the primary vertical wall face. • The West facade has material variations ranging from flat seam metal panel, standing seam metal panel, brick, and new box ribbed metal panel. There are multiple existing building offsets which create significant texture and articulation. There is a continuous 4' -0" soffit projection as well as a new 9' -0" deep entry canopy projection. • The South facade has material variations ranging from flat seam metal panel, standing seam metal panel, and new box ribbed metal panel. There is a continuous 4' -0" soffit projection as well as significant new areas of storefront windows. • The East fafade has material variations ranging from flat seam metal panel, standing seam metal panel, brick and new box ribbed metal panel. There are multiple existing building offsets which create significant texture and articulation as well as a continuous 4' -0" soffit projection. This standard is met. 3. Weather protection. Weather protection for pedestrians, such as awnings, canopies, and arcades, shall be provided at building entrances. Weather protection is encouraged MMI)2013 -00039 P.1CIF•IC P.1RKW.AY CENTER 3 of 5 along building frontages abutting a public sidewalk or a hard - surfaced expansion of a sidewalk, and along building frontages between a building entrance and a public street or accessway. Awnings and canopies shall not be back lit. A new 12' -0" deep x 33' -0" long entry canopy on the north facade and a new 9' -0" x 20' -0" long entry canopy on the west facade provide significant weather protection for pedestrians at primary entry points. The south facade has a remodeled recessed entry that is set back 8' -0" from the primary building face for weather protection. There is also an existing 4' -0" deep continuous soffit on the west, south and east facades which will have recessed soffit mounted down lights at the south and east entries. The new entry canopies on the north and west facades are all flat metal panel and will have recessed soffit mounted down lights. This standard is met. 4. Building materials. Plain concrete block, plain concrete, corrugated metal, plywood, sheet press board or vinyl siding may not be used as exterior finish materials. Foundation material may be plain concrete or plain concrete block where the foundation material is not revealed for more than two feet. None of the above listed materials are currently used on the existing building and will not be used as part of the facade or entry modifications. Existing materials include brick, horizontal cedar siding (proposed for removal) and standing seam or flat seam metal panel. New materials include flat metal panel, standing seam metal panel and box rib metal panel, all with concealed fasteners. This standard is met. 5. Roofs and roof lines. Except in the case of a building entrance feature, roofs shall be designed as an extension of the primary materials used for the building and should respect the building's structural system and architectural style. False fronts and false roofs are not permitted. The existing building as well as the modified areas does not include any false fronts or false roofs. This standard is met. 6. Roof - mounted equipment. All roof - mounted equipment must be screened from view from adjacent public streets. Satellite dishes and other communication equipment must be set back or positioned on a roof so that exposure from adjacent public streets is minimized. Solar heating panels are exempt from this standard. All new rooftop mounted mechanical equipment is either set back from the roof edge far enough to be out of view or screened by exiting site trees. This standard is met. CONCLUSION: The proposal is a minor modification of existing site development and is in compliance with the applicable requirements of this title. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: 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 -00039 PACIFIC 1 CENTER 4 of 5 THIS DECISION IS FINAL ON DECEMBER 16, 2013. AND BECOMES EFFECTIVE ON DECEMBER 17, 2013. Questions: If you have any questions, please call Agnes Kowacz at the City of Tigard Planning Division, Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon at (503) 639 -4171. A December 16.2013 APPROVED BY: ickv7{-- es Kowacz DATE Associate Planner 503 - 718 -2427 agnesk@a,tigard- or.gov MMD2013 -00039 PACIFIC: PARKWAY CENTER 5 of 5 APPLICANT MATERIALS RECEIVED : . City of Tigard NOV 07 2013 I INEE M Mod — Type I App k IINEERING TIGARD GENERAL INFORMATION Property Address /Location(s): In addition, the Director must find that the proposed 6600 SW Hampton Street P ro p change is in compliance with all applicable requirements of Tax Map & Tax Lot #(s): Tide 18 of the Tigard Development Code. To complete 2S101A003500 this review, the Applicant's proposal must include a Site Size: 4.66 Acres discussion indicating how the site expansion /change will ` continue to comply with the maximum setback, building Applicant*: Pacific Realty Associates, L.P. height, parking, and landscaping standards. Other Address: 15350 SW Sequioa Pkwy, Ste. 300 requirements of this title such as clear vision, solid waste City /State: Portland, OR Zi 97224 storage, non - conforming situations, signs, and tree Primary Contact: Dick Krippaehne removal may also be applicable depending on the type and Phone: 503 624 -6300 Fax: 503 624 -7755 location of the proposed modifications. E -Mail: dickk @pactrust.com Property Owner Deed Holde *: (Attach list if more than one) Same as Applicant REQUIRED SUBMITTAL ELEMENTS Address: Phone: (Applications will u be accepted without the City/State: Zip: following required submittal elements) * When the owner and the applicant are different people, the p' Application Form applicant must be the purchaser of record or a lessee in 2r Owner's Signature /Written Authorization possession with written authorization from the owner or an Title Transfer Instrument or Deed agent of the owner. The owner(s) must sign this application Site Plan (4 Large Plans & One — Reduced to 81/2" x 11") in the space provided on the back of this form or submit a written authorization with this application. Applicant's Statement /Narrative (4 copies) E Filing Fee Minor Modifications: 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 Case No. (s ) V/�MD ?A13 - modification exceeds the maximum allowed under any one or 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. Fee: (..OS I . CA Applicant's Statement: Receipt No.: '334 The applicant's statement must include a summary of the Date: fl® (t 1 - 11 proposed changes. Criteria in either 18.360.050(B) or 18.330.020(B)(2) must be addressed with a detailed response Application Accepted By: to each criterion. Failure to provide the information needed Date Determined Complete: h 1'!-P to process the application would be reason to consider an Revised: 6/24/2013 application incomplete and delay review of the proposal. , I: \CLRP1 _A\dtasten \Land Cu Applications \M nor Modificatipm.docx City of Tigard I 13125 SW Hall Blvd., Tigard, OR 97223 I 503 - 718 -2421 I www.tigard- or.gov I Page 1 of 2 To consider an application complete, you will need to submit ALL of the REOUIRED SUBMITTAL ELEMENTS as described on the front of this application in the "Required Submittal Elements" box. (Detailed Submittal Requirement Information sheets can be obtained, upon request, for all types of Land Use Applications.) THE APPLICANT(S) SHALL CERTIFY THAT: • The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the 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 sAi owner of the subject property. DATED this 5 day of , v t2 VG 141( 1 06i✓ 20 I '? t c•Y c. PA 4•17 ASoC. :w.`tC L i P. 31: Pwc'te .4s4 ge•.1 1 c..• Owner's Signature R". 14*at" 4". KRiPPfeN wE ,' • P• 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- 639 -4171 I www.tigard- or.gov I Page 2 of 2 Date: November 2013 R EC EI Project Name: Pacific Parkway Center N OV /ENG 0 7 2013 tva Owner: Pacific Realty Associates LP PLAN VI Gp TI e 08, GARD r ED I NEERING City of Tigard Minor Modification - Type 1 Application Narrative The exterior scope of work for the Pacific Parkway Center project includes the demolition and replacement of existing window systems, some exterior wall assemblies, total roof replacement, entry modifications and the upgrade of the lateral seismic system. The interior scope of work includes the demolition of most interior walls and finishes including the full demolition of existing plumbing fixtures, lighting, mechanical and electrical systems. New interior walls, finishes, and lighting will only be provided at core mechanical and electrical room locations. A building mechanical system will be installed and submitted for permit by deferred submittal. The site related scope of work will include modifications to existing hardscape, limited tree demolition and modifications to the existing loading dock, landscape and parking configurations. Minor Modification - Type 1 Evaluation criteria based on Section 18.360.050 B 1. No increase in dwelling unit density or lot coverage for residential development. The project is commercial with B occupancy. 2. No change in the ratio or number of different types of dwelling units. 3. The building use and occupancy remains unchanged. 4. No change in the type of commercial or industrial structure. 5. No change to the building height. 6. No change in the type and location of access ways and parking areas where off -site traffic would be affected. 7. No change in vehicular traffic to and from the site. 8. No net increase to building floor area. 9. No reduction to common / useable open space. 10. No reduction to project amenities. 11. No change to any other conditions imposed at the time of the site development review approval. tva architects, inc. 920 sw sixth avenue suite 1500 portland, Oregon 97204 phone: 503 220 0668 www.tvaarchitects.com Robert Thompson, FAIA Marc Labadie, LEED AP Roderick Ashley, AIA John Heili, AIA Montgomery J. Hilt, AIA Tim Wybengo, LEED AP Hello Agnes, Here is further explanation to previous responses addressing Tigard Municipal code section 18.620.040 Building Design Standards for the Tigard Triangle Plan District. 1. Ground floor windows. All street facing elevations within the building setback (zero to 10 feet) along public streets shall include a minimum of 50% of the ground floor wall area with windows, display areas or doorway openings. The ground floor wall area shall be measured from three feet above grade to nine feet above grade the entire width of the street facing elevation. The ground floor window requirement shall be met within the ground floor wall area and for glass doorway openings to ground level. Up to 50% of the ground floor window requirement may be met on an adjoining elevation as long as all of the requirement is located at a building corner. Response : All existing and new street facing elevations are set further back than 10' -0 ". Building set back on the north side is 75' -0" and on the west is 175' -0 ". The east and south facades are not street facing. 2. Building facades. Facades that face a public street shall extend no more than 50 feet without providing at least one of the following features: (a) a variation in building materials; (b) a building off -set of at least one foot; (c) a wall area that is entirely separated from other wall areas by a projection, such as an arcade; or (d) by another design features that reflect the building's structural system. No building facade shall extend for more than 300 feet without a pedestrian connection between or through the building. Response :The existing building facade design combined with the new entry modifications on the north, west and south, is rich with material variation and articulation. The building has the following conditions by facade: • The North facade has material variations ranging from flat seam metal panel, standing seam metal panel , brick, and new box ribbed metal panel. There are offsets between facade planes as well as window and wall ranging from 18" to 15' -0" as well as a new 12' -0" deep entry canopy projection. The existing north side of the building is unique in that there is a 15' -0" deep by 200'- 0" long sloping roof projection that separates itself from the primary vertical wall face. • The West facade has material variations ranging from flat seam metal panel, standing seam metal panel ,brick, and new box ribbed metal panel. There are multiple existing building offsets which create significant texture and articulation. There are continuous 4' -0" soffit projections as well as a new 9' -0" deep entry canopy projection. • The South facade has material variations ranging from flat seam metal panel, standing seam metal panel , and new box ribbed metal panel. There is a continuous 4' -0" soffit projection as well as significant new areas of storefront windows. • The East facade has material variations ranging from flat seam metal panel, standing seam metal panel , brick and new box ribbed metal panel. There are multiple existing building offsets which create significant texture and articulation as well as continuous 4' -0" soffit projections. 3. Weather protection. Weather protection for pedestrians, such as awnings, canopies, and arcades, shall be provided at building entrances. Weather protection is encouraged along building frontages abutting a public sidewalk or a hard - surfaced expansion of a sidewalk, and along building frontages between a building entrance and a public street or access way. Awnings and canopies shall not be back lit. Response : New 12' -0" deep x 33' -0" long entry canopy on the north facade and a new 9' -0" x 20' -0" long entry canopy on the west facade provide significant weather protection for pedestrians at primary entry points. The south faced has a remodeled recessed entry that is set 8' -0" back from the primary building face for weather protection. There is also an existing 4' -0" deep continuous soffit on the west, south and east facades which will have recessed soffit mounted down lights at the south and east entries . The new entry canopies on the north and west facades are all flat metal panel and will have recessed soffit mounted down lights. 4. Building materials. Plain concrete block, plain concrete, corrugated metal, plywood, sheet press board or vinyl siding may not be used as exterior finish materials. Foundation material may be plain concrete or plain concrete block where the foundation material is not revealed for more than two feet. Response: None of the above listed materials are currently in use on the existing building and will not be used as part of the facade or entry modifications . Existing materials include brick, horizontal cedar siding (completely demoed) and standing seam or flat seam metal panel. New materials include flat metal panel, standing seam metal panel and box rib metal panel , all with concealed fasteners. 5. Roofs and roof lines. Except in the case of a building entrance feature, roofs shall be designed as an extension of the primary materials used for the building and should respect the building's structural system and architectural style. False fronts and false roofs are not permitted. Response: The existing building as well as the modified areas do not include and false fronts or false roofs. 6. Roof - mounted equipment. All roof - mounted equipment must be screened from view from adjacent public streets. Satellite dishes and other communication equipment must be set back or positioned on a roof so that exposure from adjacent public streets is minimized. Solar heating panels are exempt from this standard Response: All new rooftop mounted mechanical equipment is either set back from the roof edge far enough to be out of view or screened by exiting site trees. See attached exhibit A (3 pages). aaron b. cook, AlA, LEEDAP BD +C tva architects 1 920 sw sixth avenue, suite 1500, portland OR 97204 main: 503.220.0668 direct: 503.517.8157 • `q6/I TI1 89 -44580 = , • __- �, ° °R TITLE INSURANCE 111, TICOR TITLE INSURANCE w.toet. STATUTORY WARRANTY DEED . . LAMB- WESTON, INC., A DELAWARE CORPORATION - Grantor, conveys and warrants to PACIFIC REALTY ASSOCIATES, L.P., A DELAWARE LIMITED PARTNERSHIP -- _- — ii Grange, the following described real property free M cncambranccs except a specifically ,et forth Wain situated In - a : (a 1 WASHINGTON County. Oregon, to wit P SEE 'LEGAL DESCRIPTION' ATTACHED HERETO AND BY REFERENCE MACE A PART HEREOF. I :J. . . THIS INSTRUMENT WILL NOT ALLOW USE OF TIC PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OR APPLI- CABLE LAND USE LAWS AND REGULATIONS BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT. THE PERSON ACQUIR• ■aa-_ INO PEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE y.)RO �U�ftylplp i e rf TO APPROVED Uses Tlw saW fs free hoa e acwn ar aaen a 1999 917 plan `1tfY nUl rc t "' - DUE AND PAYABLE. COVENANTS RESTRICTIONS. RESERVATIONS, SET BACK LIKES, `�� POWERS OF SPECIAL DISTRICTS AND EASEMENTS OF RECORD, IF ANY. ". ins- ___ 3,1.60,450.00 = The true conslldccraiion for this.onvcyance it S 348144:1181$2 :Here comply with the requkements of ORS 93.030) = --_ -- Dated this 1S day of d g - 19 I L,A}I 1 • i / ` m ,A.`4' 0 'i s . 4 . ' • r N . ..v _ ` NOT. � tw1 r 1 --•— State of Oregon, County of Pg1N ' ' a un t y o f AQ LTA 1/ The foregoing luururstcns was acknowledged befo t . 1/01 The f••• ` / Instrument was acknowledged before me this -"- _ -. day of . I9 a V • t� \' SG Pi 19.12.. by .. - i N. A46 ftwiiewt -mad Mt`_. '�" - - .seca+crq of .-%7-....-"' r_'� . -.-- L A ., A_ 1 , E<ra,u l , c a - _' • Z5 svw A corpor on behalf of the corporation. _ i Notary Public for Oregon My commission expires: ` ,, 4 - • _ _ _ Notary Public for Mi io LvsriN /rb rs _ WARRANTY DEED • My Commission Expires 4,- i -/ - LAMB- WESTON, INC. ... .....�r+ PACIFIC REALTY ASSOCIATES °' "," J Until a change's requested. all tax statements shall be I ,.• BASIS:NO COUNTY � --- sent to the following adorns: '• • REAL PR 0 0 TR1f1$FE•T Tiff __ PACIFIC REALTY ASSOCIATES • ,e _: d Y 1 9 .4. • 111 SW FIFTH AVE., SUITE 2950 ‘., . pa: PAID GATE PORTLAND, OR 97204 -----.•.. Escrow No. 568218KB Title No. 34- 143082 ' After recording return to: - .- _ PACIFIC REALTY ASSOCIATES __ • III SW FIFTH AVE., SUITE 2950 PORTLAND, OR 97294 . _ .• Tiewr Fon No 131 Stunery Warranty Deed SFAS ' ..• 2 =� .; - c i �� • - -'- �� t •+ - . rp . `4..0s• , �Sr . ► 1 • ' • P.. , o _ • / 1 ..�.„ ate, e7 _ • 13 ' 1, 4.74.;•••7:.;,;•; . . 5 t•• t•:�:w:.lf r: :.' - _ :. .• 4. > ; - • f•. A , a' MR INS - LEGAL DESCRIPTION , 1Mt ._ R PARCEL I: 7 All of Blocks 37 and 38, WEST PORTLAND HEIGHTS, in the City of r ? ' Tigard, County of Washington and State of Oregon. ►� rte? TOGETHER WITH that portion of vacated S.W. 67th Avenue (Lincoln •�,'' ° Street) lying between the South line of S.W. Hampton Street On. ; (8th Street) and the Northerly line of S.W. Irving Street W (9th Street) now vacated. t'- . ALSO TOGETHER WITH that portion of vacated S.W. Irving Street (9th " ;; Street) lying between the Southerly extension of the East line of �•nr Block 37, WEST PORTLAND HEIGHTS and the Southerly extension of the 4#4.41.4-4 --r, West line of Block 38, WEST PORTLAND HEIGHTS. ,? 3._•••'' --4 EXCEPTING THEREFROM the West 10 feet of the herein described tract. ff, 4..:. • • 44; PARCEL II: • t All of Block 39, WEST PORTLAND HEIGHTS, in the City of Tigard, ! !►;,, •x f County of Washington and State of Oregon. TOGETHER WITH that , : portion of vacated S.W. 69th Avenue (Washington Street) lying ' ' ' . 7 ' between the South line of S.W. Hampton Street (8th Street) and the I- „i,; ,• ' Northerly line of S.W. Irvino Street '.9th Street) now vacated. ••..r w ALSO TOGETHER WITH that portion of vacated S.W. Irving Street (9th ''.?ti•c.' Street) lying between the Southerly extension of the East line of `" ave Block 39, WEST PORTLAND HEIGHTS and the centerline intersection of II”7;". ' vacated S.W. 59th Street (S.W. Washington Street) and vacated S.W. �i•,ea; Irving Street (9th Street) as shown on the plat of WEST PORTLAND � 4 HEIGHTS. 7 �P� L tt� y . ' :k' Yom', :trio EXCEPTING THEREFROM the East 10 feet and the North 20 feet of the •.,� .• f herein described tract. , }:i;r 33 '7 STATE OF OREGON } g r R J f i ' i �'' Court o/ Washington • i' . , ` L Dowd W. AWot, Ornowa Aawrwte • , • - - -i `4 and Imitation a ; : d Con• •` _ - . �' +,:' wyar.gs for .� . within .01 . neiewed ..' • and de • pasty. [r♦- [ if ( • - . 1 - .' ��.�.� . `. _ i O Q ``' . eteta,: o. -_ Doc • 89044580 w- - :j= Rect: 19241 3177.00 � - . = -- -a � - - 09/19/1989 01:24:56PM - - - milmir - -�.- "....1 r •: „ lt{ , '. o t} ty r .`, [ . 01: ? s. _ �- —__ • ti t...,:.i - �, 4 yt � �tvi ►� ` 4 � � 1 TA' •Y� ?- .{kt�t• `'fr � .� -- • /.� •. , fir -L.. � , .!k; .'- �` ..': -. r' ' . ' - ifs, . t . '. , � • ,� s� ' - _ — ^ -�ffi .� , j:•:;.":-.. '�`• .'• 4 ..•x.1 . r; »` - - --- -- - - -- . ` , _�,: .fir 1 •' •, ^ r -- - j• }: am- 4' .l : w Q TY f.77..—:::77,,•‘.' 1� ri'MR7r _ • PACTRUST REALTY, INC. RECEIVED Incumbency Certificate NOV 0 7 2013 ..CITY OF TIGARD The undersigned, Terry L. O'Toole, certifies that she is the duly elected a-qu .......CITY IGINEERING Secretary of PacTrust Realty, Inc., a Delaware corporation ( "Company "), and that, as such, she is authorized to execute this Certificate on behalf of the Company, which is the General Partner of Pacific Realty Associates, L.P., and she further certifies that the persons named below are duly elected, qualified and acting officers of the Company, holding on the date hereof the respective office set forth opposite his/her name: Peter F. Bechen President & Chief Executive Officer David W. Ramus Vice President, Chief Operating Officer, Assistant Secretary & Treasurer John C. Hart Chief Financial Officer Andrew R. Jones Vice President Richard J. Krippaehne Vice President IN WITNESS WHEREOF, the undersigned has hereunto set her hand this 5 day of November 2013. Terry I(O'Toole Secretary E \TERRYYCORP\incumbency Cenifiute, docx I H (� M ,s ; .1! NOV t 9 2013 Clean Water Services File Number N OU .i r I:; B y �� l3 -0031'�(0 �/ C1eanWaf Services Gil / 1Ufl3)_) Sensitive Area Pre - Screening Site Assessment (i on/Isla 1. J ' J sdiction: W AS/- i4N6T6N- GOWN14— ! I 7 2. Property Information (example 1S234AB01400) 3. Owner Information Tax lot ID(s): 2S101AD03500 Name: Pac Trust Company: Pac Trust Address: 15350 SW Sequoia Parkway Site Address: 6600 SW Hampton st City, State, Zip: City, State, Zip: Tigard OR 97224 Phone /Fax: 503 624 6300 Nearest Cross Street: Intersection of SW Hampton and SW 68th E-mail: DIckKt pactrust.com 4. Development Activity (check all that apply) 5. Applicant Information ❑ Addition to Single Family Residence (rooms, deck, garage) Name: Aaron Cook ❑ Lot Line Adjustment ❑ Minor Land Partition Company: TVA Architects ❑ Residential Condominium ❑ Commercial Condominium Address: 920 SW 6th Ave Suite 1600 ❑ Residential Subdivision ❑ Commercial Subdivision ❑ Single Lot Commercial ❑ Multi Lot Commercial City, State, Zip: Portland OR 97214 Other Alteration of existing (11 story commercial Phone /Fax: 503 220 0668 building w/ site modifications E -Mail: aaronc@tvaarchitects.com 6. Will the project involve any off -site work? ❑ Yes No ❑ Unknown Location and description of off -site work 7. Additional comments or information that may be needed to understand your project This application does NOT replace Grading and Erosion Control Permits, Connection Permits, Building Permits, Site Development Permits, DEQ 1200 -C Permit or other permits as Issued by the Department of Environmental Quality, Department of State Lands andlor Department of the Army COE. All required permits and approvals must be obtained and completed under applicable local, state, and federal law. By signing this form, the Owner or Owner's authorized agent or representative, acknowledges and agrees that employees of Clean Water Services have authority to enter the project site at all reasonable times for the purpose of inspecting project site conditions and gathering information related to the project site. I certify that I am familiar with the Information contained in this document, and to the best of my knowledge and belief, this information is true, complete, and accurate, PA-o4FeG R U7y 4t;6SGc14 -7' 5 1,.f Print/Type Name ES `I r C— Oft • R LC , .D —7. k? Pr'N P NEprint/Type Title ki, • C 0 Signature --n r C--- Date Lr / 14 1 2 - 191 FOR DISTRICT USE ONLY ❑ Sensitive areas potentially exist on site or within 200' of the site. THE APPLICANT MUST PERFORM A SITE ASSESSMENT PRIOR TO ISSUANCE OF A SERVICE PROVIDER LETTER, If Sensitive Areas exist on the site or within 200 feet on adjacent properties, a Natural Resources Assessment Report may also be required. ❑ Based on review of the submitted materials and best available Information Sensitive areas do not appear to exist on site or within 200' of the site. This Sensitive Area Pre - Screening Site Assessment does NOT eliminate the need to evaluate and protect water quality sensitive areas if they are subsequently discovered. This document will serve as your Service Provider letter as required by Resolution and Order 07 -20, Section 3,02.1, All required permits and t approvals must be obtained and completed under applicable local, State, and federal law. I Based on review of the submitted materials and best available information the above referenced project will not significantly Impact the existing or potentially sensitive area(s) found near the site. This SensltiveArea Prescreening SiteAssessmenl does NOT eliminate the need to evaluate and protect additional water quality sensitive areas If they are subsequently discovered. This document will serve as your Service Provider letter as required by Resolution and Order 07 -20, Section 3.02.1, All required permits and approvals must be obtained and completed under applicable local, state and federal law. ❑ This Service Provider Letter Is not valid unless CWS approved site plan(s) are attached, ❑ The proposed activity does not meet the definition of development or the lot was platted after 9/9/95 ORS 92.040(2). NO SITE ASSESSMENT OR SERVICE PROVIDER LETTER IS REQUI • D. Reviewed by ' i wf //d. i _ Data I 1 /2. 5 /13 2550 SW Hillsboro Highway • Hillsboro, Oregon 97123 • Phone: (503) 681 -5100 • Fax: (503) 681.4439 • www.cteanwaterservices.org T THE WAVE IN BICYCLE LB CURITY (4 • Agaming bow duty bicycle net with a distinctive design. trod sixea of bicycle wheels. Bicycle Awin Rock, • Itiorlimeasylot easily locked to rack. (503) 722 -9420 Fax: Fsa: (503) 722.9423 1--- --- (WBE CERTIFIED - #2899) fi. W'Y& 1 Bend/3 Bikes Ril WVE-3 Bend/5 Bikes \.,,,-:—.-},...) ..." WVE Bend/7 Bikes L - 1 * * ** *LONGER RACKS AVAILABLE"" C **UP TO 21' LONG" WVB-7 Bend/9 Bikes ru WY&9 Bead/11 Bites f. . n: ,.. ,,,, WVE- l l Bmdl13 Sliced s:.-.-J ...-1 V.e... ‘....*-19 ‘,...." . TECHNICAL SFECIF ()NS: • Sturdy Construction of 2.375' OD x .154 wall, Sch. 40 mild alga 13f or 11/4" available upon request. • Hyrsulically bent mandrel to equal 12' oenta -to- carter for each btu Beads can be extended to equal grin 12' to 24' center -to-ce ster with 9-SiS' inside -to -aide for 1 r. • All parts will be powder coated or plvauinod alter fabrication, • Stainless steel available upon request. • installation methods are either embedded in concrete or incanted on top with round flanges. • Extrs [cam will be added on 11' phis each. • Embedment will be 10 -12'. coral s are optional, RACK • WIlk • -Ar A l . t. ,_ i Ng ., ..., ' • .. , 4. , t„. ., • ..'y - . , -. • • K. O0 y 4. ..*.! g.r '� r • ..--• a if l ,r ,/ . .. r+.� *`fl • ;.t, a �� % • • ~ K •.i 1..... q" r�t� r 4 . . ti '1'4. 1.! 'y , 777 , fAAA4L � f . h 4 - ;i ' Q - m•4 ; ti l a•,.� h - ` s .i . ?.. .Y !I • # r. • •Alo h •,� • 1 " • r 1 .r r^ :" r r r . ...'-• •• IS: ..• . - .. .. , . " '+y `w - r i p a K * . WNW • LOCATION OF NEW MECHANICAL UNITS SCREENED BY EXISTING TREES • VIEW C (FROM THE WEST) PAGE 3 mil■ . .. . % " . ' , ,r .. 6 . " , *" 1 r■ i - - - ..A. ;155 k. r ,:" • -, , . i . ' 43.,4 ,c, • 4 : eir:.„ ' .....r.: -,.-.. I eipor • 4 VI 1.! ..' Ag' - 0 ili ..,,,,; tp. :: ' i .. -, )"!'. 4 L ' l _ 41 ? .. 2 .; 44. i '' • • • e SI . :4 ,7. . . . % zip-' . - 'dr '• ' -...' ' . , .., - . . .. 4—'4.1- • •• . , i - „ - - 4", ..4 .2.• .. . '' t• ...,.. 4, 4 , - : . , i , li . . '... - • SI 0 . '''. . . /11 iv' e ' , ma ,„ 4* 1 .0 • . I*: ' .. 4 •C if s i.lk • '.‹. • .- -, la 46 ' '• ' - , „,•-• e lF v „, ' ",,;;•••• : Sli Yr* • ••;411 If;''', ; ',-'"•■• -.. ri *r y • - lie ; , 71/0 •r" -• ' ` ' - tii ' • ia ** , , 1 11. ' 1 , ' 4 ' i s • 'al ..• . , • it. '411"li 1 : .16 .., t: As 44.. .1 ft N A I . • . 4; i g A '''. .• .c. --, ., it . 1 r .. • • ' ••••7 • * .. i %.'" , . ii t :"- , cf.' , , ,, Jr ..• F.- .... . 0.- ,. : .. A ..4 • : -. .,,,ist „. . • er l ;- i, ........:. ot , _ fk `.. . . •.• . ... _ •tf,L ,. "...!"--, ) ' " 1111 , • • . :I 4 „ii i f: • 1 , ..'• . '', ` .C.'` ' . ' ,.t , s -.' 4,040 " ' .'• er' . IF i • A: 4 : •• ..--; -..:. .... , • . ... .,,. ,..4 . '''' •., 1 ! , - .11 1%. . , : iiilioe r ' yr:4 10 tit, #.0- -,s. lir r AP • - • - . .,.. ..., vi i'y:,1:te t Y -ILO- vil ..* '•,•: ry r , ' '',- - . - Ag •., • f , .., , /.... . • ... .221 , rr•lipal-- . . ., L ' :* - .ti e,.. !• • 1.4 'N' ..,. • -.*:.- • • - iv"' ‘... : - I: 4 41,- • – - — . , 01/4 -: v . . z .-...,,- 4 . .--211! "- of .i `44. 40"; . evi ; ..4 ....., , • ..„.„,.. r ... a -... . ..., .4 . l ' '-. ... 2 PIL" • • a i , . , • • 4- _ .. ..... - , . ._ • “ ' . • .., ••.1'.. .......-••-- ../ % • ' , . . ... , - • . ., , , _ , Ai ,_.. . . ._ ,, V ______ . ._ . LOCATION OF NEW ., - . --4_ MECHANICAL UNITS ..... - --- SCREENED BY EXISTING TREES...._ • ,..:_ VIEW A (FROM THE WEST) NEW MECHANICAL UNITS NOT VISIBLE FROM STREET DUE TO SET BACK (SEE ROOF PLAN) -------7"_ .-..., I_ 1 .................,..... II I I H Ilm" 4 I I • • I I I I I I I I 1 I I I i I I I it i l I I I h I II ..... . ... .. i 11 Ilt mi im _ ----- 1 IN --- VIEW B (FROM THE NORTH WEST) PAGE 2 \- / �� Y IEW _ S. W. HAMPTON STREET 111 .,,1% .02 � � `1 'r M z�► � wi s R t �:�>r � 't a i . . ' a fi r. p . 74 /1• J r_ � ; r � i. yn� -El "� a� I LOCATION OF NEW 1p sew .,� +► o a ,.„� . � _ , �. ' m I, MECHANICAL UNITS <-11:1 • :7[4: / . !4_ tsar 1 � ,; ` ' L U ' F y 11,..- ,: - - -E • + � T> 0. 1 _ - $4 �� Y . �'. © � �� C :yr < tr , ,sir _ \. - '')1. . � j' l y itiv„v4, El 41 E \ 'fir : • I O E ' �. _�,J; =* i.rnii �� #, ,, y I 11111111111 =3 r' - ! ` ICI; a .t'- - HI ' , � t � '{. ; UM 111111111111111111111111111 i es: �1 :t# EMI a Mutt) el i 1 ;:, - =} - - , , - L11---- _ d i - \ $ r 1 SWIM d ot, .r��: .m I pip .mss ` w "' *fI11w iii ii I 0 m s,� rm... fG 4 4 M A N a El p .4.* 44 I _ 1 ii w a1II� ..� II Zwi ,` 4 00 0fy r �• — + - - - or?, — — ?# �Z ;MI /RZ# v:�1r AMA I %1 11� . �'it� /1� 1 - 0r- 0* 0 (rtPiIfsr" 0 A t _s% .� „A_. p . ,. .,< - .,. - A s�r b 110 �'1 j° w3,� i11 �w, t+� ��s �rl� ! si►� � c'y 1 M ‘4,:11 �' OS) SPACEs Ciao ���� I 0! 7,441.1 : .• •sue 4 ?tA 0 y • rem I I „ > 't l Mil* sN ��1R ae, , M r M ���i I II rlt � - '' +� * , . r •”' rMii r4 -4 14 SPACES ikeik " � IIE '''' "�"' mss' m.,� a %. „n m.� � =� "M��s PACIFIC PARKWAY C. C. , EXHIBIT A I III „_ was _* *AP _ ts `' —� ,MSS. M M D2013 -00039 uw N 12 06 13 PAGE 1 Lva A • O O E E m.. w n.cl.l Mt MO .6. I I I I I I I I , h m i ���c� II — — — _ — _ I - - - -- �� - -- ' - - - - `� — — - - _— _--- -J- - -- - -- n rTrT T lOa I I� - 9 � OFO I I I OfTTTTTTTTTT TtTTTTTTT TTT:TT f TTTTTTT - TTt_ ETTTTTTTTTTTTTT11 I f s r *1 j• Ir ♦i f�I - - _4_, A-11-1- Imo- L- >-I- a WW J 11 / - 1-1 -1- 1-4- I- 1--� f - F4- i 4-e a +/ -/ { 11 I- 4-F ► -I--I -I i-1 -1 -�1 HF pp - ° I , p t - H-` — - ,".4 - • , , L.L .L 11111111111 J.L 1 1.1,4 1 0 * 1111111111 11 * ° Pill 9l iii 'iiI , , JJ 1 - � © /I I I I - -- ' 0 0 : I1 I — -1--r -I- - - I - I 1-- t 1 1 1 - ":V-• ® NORTH ELEVATION DEMOLITION 1a•. r0 J T ` T •�% Q l O DEM T MELD VERIFY COSMIC COIMI016 MO NOTIFY ARCHTECT OF ANY uscREVwcE° PRIM TO I I DEMO ON CONSTRUCTION. I I J - — - - L - - - - JB'�fV 1. FOR AU. MNtl A&SURFACES ROTE T PATCH. . N. DOCKS. PROVIDE SMOOTH CLEAN SURFACES -- - — - - - - T — - — - - - - - — - - 1 REPAIR AS NEEDED TO RECEIVE NEW MISSIES. M LJ. _ — - ' -- - - - — - - — - - - - - - - - - - _ - - _ELLE, , J. ALL DASHED LlE WORK DENOTES DENS TO BE . � -_ 1 1 9 / S OUS LEE WORK DEMOLISHED. ALL CCNT - - I I _ _ _ _ -. 1.4, i ' _ 1 _ _ _ _ _ _ T T T T 1 - _ I I I - - - e 4 1 I 1 P j i I 1 I a l l T '° t i 1 1 1 1 J l J y s r� fY4 �f ., E FLOOR SUBST ALL AREAS WORK RK Cr Ir ` b tl " E sL6sT1UTE ALL ARAS OF WdiRi U.O - � "L V 6. REMOVE EMMTNG CEILING FINSN:S AN) FRAMING /— COMPLETE AS INDICATED. . e GC TO REMOVE SPRAT.APPLED FIREPROOF. O EAST ELEVATION DEMOLITION - A WHERE REQUIRED RALMO WTATEOMICILG DR OTTER S U 2 STRUCTURAL F R1GTLO tAr.1'O REMWM Of EMSIING ➢. EQUIPMENT. il SPRINKLERS. F MO LIFE SAFETY EOIENT = Q P FIRE MTH APPROVED ...WOULD DOCENTS. K D 9. SEE ARCHIECTUtAI ORAVMR FOR LOCATIONS .I p /� ° OF RECESSED FLOOR POWER 0) MO DATA ,y M • ? 1' t O I " LOPRE TIONS.COORDINATE INID I FLOORS. U Li. m en T Qa }~ IZ d a I I I I I 1 I I 1 1 I I I I DEMO KEYNOTES - ELEVATIONS 0 a • • I I • • p 1.91999. 0119.61 MFBRl. U. e 8 moo Eons.. X A CRON WOOD MOWN AMON, (..) -5 'CZ co — - -- — - 0..., IM.1 LUMP. SEW MEM ODSTLO LLMOM, CL = — I_ 1-- - I•. 6 0 9BO mums symows .INN .os mR TUR.•n.1F - -1T , 1 - -- 1 - - ^�.�- _ - - - -- - - - ° - '_L-- - - - - -- P ' �,o ®.wo�o 7 — -— —� 1,uF ,NN o ° ' — D ; Z'S ; , I 1 L _ ? �TTTTTTTy l , rr — — Is W ..N-. �.p �— — y — r— —F- Y T � — K ��- 1Ti I � 1 `° E ° I — ID I 1 I I I 1 I I �` j I I ! I! I' ' 1 i r. I. 1 1 ' I E 1, F - -- , O Osnmwuc Y.rl uEw. mAawr I J , - -- v,F mm... - - -- - -- - - - -- - - - - -- -- - - - - - -- - - - - I ' °= O w,ME .T.IOG.EA.IIn.L.R.. no. vs _ __I - - -- - - - - - - - - - I - -k - - BUILDING DEMO SYMBOLS LEGEND SOUTH ELEVATION DEMOLITION _ _ _ , .a.N.TOM...N Roy.. 1 T. 101 _ - - - _ ENF.NOTOE MiLlM311 W.F. M op EMT NO TON ODOVOR 0 Eva1TIw.E•MTE CU f MX 3 YIEISIMM LEVEL AMA O { I I I -- --- - - - - -- - ---- 19 — ^ � — r . _, n -- _ -- — — -- uclaErge - 4 - - f] i --I 1 _ • 1 I 1,1 1 1 I_ 1 I —U -- t. . -- - E - - -- • - - - .. Er. I n }i } ' 1 i 1 `sL II � I I O �_ 1 PERMIT SIT 1 - 'I 1 -' 1 ? - - - — - -_ - - -- [ — - — ]I i1 - -.- 1 r - I - r 1 1 1 1 : — LJ L J LJL 1 L -1 LJ _ —_ — _ - -_ - -- — — — -- -- - - - - - -- - - -- -- - -- - DEMOLITION ELEVATIONS ® WEST ELEVATION DEMOLITION TI__I-- I D401 11.2013 Lva ____) -- ___/) ..uel was ism I. S.W. HAMPTON STREET 9 / .- ►� I s a y ? GF� ��, Oi.�ipg�J�li ?yam' A v c., of .'r ... - .: ' # � ` 1 "y �! •. � i il Wiltiaiii.isr► ri +6rc IIYki I�r i := r�►Nr�.. I . M ay 0,?;„ 6.. � I � 1 1 II 1 � " � $o i 11 AVA. ;WI, _mot :. 4��� i ? p 1I / i ii � en _ — IN luewc 03)8%08 .... s ,� I1 1 �j ��� ' ION ar KEYNOTES - DEMO SITE PLAN 11, .4T'lL t *4 el..Kr• -� -- - - m L # O °`.wr.m.wtio.�,....r. N I 1.113.4.8 q BLIILMIG s . s . ,. o EP.V.., 1:060 EWING I 1 - A � ir'; 1 * A 41ta ❑ kiii t A 1 % 1 * . y o En >- 'W' M3.'l. ;J _ �i►�" — n 1 ev. 1 MVO 01871.0 ,. CURS m 00.1 o 010. CAS WIER Y II 1 % 1 \ d 1" �` 1.111.40 4�4 stS1OV p �. � 1 Na rr'L1. Q mn.�arG RUNS.W M. r 41 cri M Irr I - p E �^ �Z* SITE DEMO SYMBOLS LEGEND W Ce ,I1V%I f _ y: y r t/ � 1 1 � � � M # Ai ...G,o.. . It_ M ° 1 : ", r ° : 1 i le si .E..GT "' E # o U ApP '' ,;yyes _ - © MST. N _ 4 o cc ''I �� ::•. - �//1_ ♦ � ---C3- _ 1 . . � IN e 'L+.+ y .f� _ICI EvxOl[ LL / / O �.�. « ro ue . , �1, y > IIIIIIIIIIIIIIIIIIIIIIIIII , - -`'' i --- -1 -�'- - t 4� . p MS w ��' d+ U a BF - \ +O , I �p p 'V rt O �:__..._ i - I . - � a,. .. ~ STORMWATER / HARDSCAPE v _ at � � 1��� �- p I / � ' - \, ;71„ ; I - I ri DEMOLTION SUMMARY U m _ I O try y . j i -- - ---- I - , I a P i + � i �s.�s A ! 4 � � ? j -I 1 i i I • i _. .. _ = - .. Y ... � , 0 wmscePEARFA mE mm.0•kW di \ Ira t -- • :ice I o `ia m p R •1.07 p p u .� I G 4 h # s i 1 i IFi PARKING SUMMARY - EXISTING %IP 1Y WAND e MOWED «+ { :OM MOW* o> �p p p I�i 4 SF ,N, L${: ,t.l..CE. AREA • l( c iao �lai� ,,,(11.4 I M. di. Ai i :; . : �t ;ill '•ill` Y 11,4 III .i�; #� 114.11f CODE PEOLIIIIELERVININ0197.0. 61 5 MI 1.3,S113 SPALF,S1 R«.h.: I I ,_ _ v y� r I #� " I mkr� .�G.� I (111)111W0 ''''''''— i� fi'krky� %` Ar 411 71 I1v�M a �G 4,6 a * '� A , . c IA 5e:of lik 1 o cm.../ wE�.e maw. 50 14# ha � 4 ? � I ��7Y G p na. tL u arm m.cn M �iN • c. Ms 3r. it ik At I PERMIT SET DEMOLITION SITE PLAN N O SITE PLAN DEMOLITION ® �� I """' 1317 , • .2110 O /C m 4 eV D100 1. 11262013 tva n E F n 6 M .. SO MS. sm I I I I I I I I I I I I I I ��4*,.,. —II I I II I II -1w . • T _I —11111 i - — - ----1 I i , I I I I — — -- -- ---- _ - - -- - - -- I r - -t— I -- (f NORTH ELEVATION T 0 0 T 0 1 I ___ ,_ L- — I I I - -� _, ,o•.. I I I- = = 1 - . -I- — -- i - - - r - - - - — - - = = Q =--- I 1 — — — — — — 'eti e I— LLJ s YI — — w o 0 7i E O EAST ELEVATION to r ti en Z M•t'O EXTERIOR LEGEND F- Y 8 0 OD en I 1 1 1 I I 1 I I 1 1116,.ti.a.omo. v 1 I AMMO. I I� - - -� i ; 1 1 If _ G. a I —_ —_— _ 1_ I I I I� 1 l I J 1 I I - "' �w�. a - - - - -- u f - _ = I I I I I I I w aMOOabwl[,.0 MOH .-. O SOUTH ELEVATION —a-ot a "° Ur •t•a IoW REFER 70 SK-CIFICA7IC.FOR X.11011AL WO T O T T I I , , ■ — - - I I I I — — — — — _ 9w1 =1 - - - -- I - M 4�, �u �, — l jj � ■- �U■r��i' ®I _ L , d�` PERMIT SET II II __ EXTERIOR -- - - - - -- - - -- - -- - - - -- -- - - -- --- - - - -- - -- - -- --- - - - - -- LO ELEVATIONS m.a. um 0 WEST I I I A401 a • e s u 11.01.2013 Lva Iva or... 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Q1� =81'% ' d �j d ►i NI,' � Mi lib u,..� i'i• : i .: in A vs M .i� C � ,nr,m p w1r.s. rC� %► q ;i5 /' MAO 1 8888. p p ias�4! :a`: A � * 1 • .. P".""' OS 1.1.8.191 Ma s ww.os 004 I C. . Z � t i -,, •§141, I i PERMIT SET '411' SITE PLAN � �0� PLAN N r V SI EP T r I I I ., ... 10117 A1OO 11,0!1013 Agnes Kowacz From: Wolff, John F. <John.Wolff @tvfr.com> Sent: Wednesday, November 27, 2013 3:22 PM To: Agnes Kowacz Subject: Minor Mod Agnes, TVFR has no objections to the minor modification for the 6600 SW Hampton St application. Have a safe and Happy Thanksgiving! John Wolff I Deputy Fire Marshal II Tualatin Valley Fire & Rescue Direct: 503 - 259 -1504 www.tvfr.com 1 :14 . q City of Tigard TIGARD Memorandum To: Agnes Kowacz, Associate Planner From: Mike McCarthy, Senior Project Engineeri Re: MMD 2013 -09; Pacific Parkway Center, 6600 SW Hampton St Date: December 10, 2013 Access Management (Section 18.705.030.H) Section 18.705.030.H.1 states that an access report shall be submitted with all new development proposals which verifies design of driveways and streets are safe by meeting adequate stacking needs, sight distance and deceleration standards as set by ODOT, Washington County, the City and /or AASHTO (depending on jurisdiction of facility). This Minor Modification application includes minor changes to accommodate a different business on the site. No changes are anticipated in the volume of traffic or size of vehicles entering and exiting the site. No access problems or hazardous conditions related to accesses have been identified at this site. No new connections to Hampton St or 68 Pkwy are proposed at this time, and none may be constructed with this proposal. Upon completion of the improvements, the applicant's engineer shall submit a final access report to City engineering staff which verifies design of driveways and streets to be used by site traffic are safe by meeting adequate standards (such as sight distance) as set by the city and AASHTO and that no obstructions have been built that would block sight distance. The applicant shall obtain approval of this report prior to public use of the modified building. Section 18.705.030.H.2 states that driveways shall not be permitted to be placed in the influence area of collector or arterial street intersections. Influence area of intersections is that area where queues of traffic commonly form on approach to an intersection. The minimum driveway setback from a collector or arterial street intersection shall be150 feet, measured from the right -of -way line of the intersecting street to the throat of the proposed driveway. The setback may be greater depending upon the influence area, as determined from City Engineer review of a traffic impact report submitted by the applicant's traffic engineer. In a case where a project has less than 150 feet of street frontage, the applicant must explore any option for shared access with the adjacent parcel. If shared access is not possible or practical, the driveway shall be placed as far from the intersection as possible. This Minor Modification application includes minor changes to accommodate a different business on the site. No changes are anticipated in the volume of traffic or size of vehicles entering and exiting the site. No access problems or hazardous conditions related to accesses have been identified at this site. The existing accesses are outside the influence area of intersections. This standard is met. Section 18.705.030.H.3 and 4 states that the minimum spacing of driveways and streets along a collector shall be 200 feet. The minimum spacing of driveways and streets along an arterial shall be 600 feet. The minimum spacing of local streets along a local street shall be 125 feet. No new accesses are proposed to arterial or collector streets, nor are any new local streets proposed. No changes are anticipated in the volume of traffic or size of vehicles entering and exiting the site. No access problems or hazardous conditions related to accesses have been identified at this site. This standard is met. Street And Utility Improvements Standards (Section 18.810): Chapter 18.810 provides construction standards for the implementation of public and private facilities and utilities such as streets, sewers, and drainage. The applicable standards are addressed below: Streets: Improvements: Section 18.810.030.A.1 states that streets within a development and streets adjacent shall be improved in accordance with the TDC standards. Section 18.810.030.A.2 states that any new street or additional street width planned as a portion of an existing street shall be dedicated and improved in accordance with the TDC. Minimum Rights -of -Way and Street Widths: Section 18.620, Tigard Triangle Street Plan, designates 68 Pkwy and Hampton St as Minor Arterials. The Tigard Triangle Street and Accessway Standards requires Minor Arterial streets to have a 70 -foot right -of -way width and 46 -foot paved section. Other improvements required include on- street parking, sidewalks and bikeways, underground utilities, street lighting, storm drainage, and street trees. This Minor Modification application includes minor changes to accommodate a different business on the site. No changes are anticipated in the volume of traffic or size of vehicles entering and exiting the site. No traffic problems or hazardous conditions have been identified on the streets adjacent to this site. Right -of -way dedication and street improvements are not required with this proposal. Street Alignment and Connections: Section 18.620.020 of the Tigard Triangle Design Standards include street connectivity requirements, stating that all development must demonstrate how one of the following standard options will be met.... Design Option: a) Local street spacing shall provide public street connections at intervals of no more than 660 feet; and b) Bike and pedestrian connections on public easements or right -of -way shall be provided at intervals of no more than 330 feet. Performance Option: a) Local street spacing shall occur at intervals of no less than eight street intersections per mile; and b) The shortest vehicle trip over public streets from a local origin to a collector or greater facility is no more than twice the straight -line distance; and c) The shortest pedestrian trip on public right -of -way from a local origin to a collector or greater facility is no more than one and one -half the straight line distance. This proposal is not anticipated to increase traffic flow to and from the site. New street or pedestrian connections would not be proportional to the level of development of this proposal. Section 18.810.030.H.2 states that all local, neighborhood routes and collector streets which abut a development site shall be extended within the site to provide through circulation when not precluded by environmental or topographical constraints, existing development patterns or strict adherence to other standards in this code. A street connection or extension is precluded when it is not possible to redesign, or reconfigure the street pattern to provide required extensions. Land is considered topographically constrained if the slope is greater than 15% for a distance of 250 feet or more. In the case of environmental or topographical constraints, the mere presence of a constraint is not sufficient to show that a street connection is not possible. The applicant must show why the constraint precludes some reasonable street connection. This proposal is not anticipated to increase traffic flow to and from the site. New street or pedestrian connections would not be proportional to the level of development of this proposal. Grades and Curves: Section 18.810.030.N states that grades shall not exceed ten percent on arterials, 12% on collector streets, or 12% on any other street (except that local or residential access streets may have segments with grades up to 15% for distances of no greater than 250 feet). Centerline radii of curves shall be as determined by the City Engineer. The existing grades along 68 Pkwy and Hampton St are less than 10 %. No grade changes are proposed. This standard is met. Access to Arterials and Major Collectors: Section 18.810.030.Q states that where a development abuts or is traversed by an existing or proposed arterial or major collector street, the development design shall provide adequate protection for residential properties and shall separate residential access and through traffic, or if separation is not feasible, the design shall minimize the traffic conflicts. The design shall include any of the following: • A parallel access street along the arterial or major collector; • Lots of suitable depth abutting the arterial or major collector to provide adequate buffering with frontage along another street; • Screen planting at the rear or side property line to be contained in a non - access reservation along the arterial or major collector; or • Other treatment suitable to meet the objectives of this subsection; • If a lot has access to two streets with different classifications, primary access should be from the lower classification street. The proposal does not include residential properties adjacent to or accessing an Arterial or Major Collector. Block Designs - Section 18.810.040.A states that the length, width and shape of blocks shall be designed with due regard to providing adequate building sites for the use contemplated, consideration of needs for convenient access, circulation, control and safety of street traffic and recognition of limitations and opportunities of topography. Block Sizes: Section 18.810.040.B.1 states that the perimeter of blocks formed by streets shall not exceed 2,000 feet measured along the right -of -way line except: • Where street location is precluded by natural topography, wetlands or other bodies of water or, pre- existing development or; • For blocks adjacent to arterial streets, limited access highways, major collectors or railroads. • For non - residential blocks in which internal public circulation provides equivalent access. This proposal is not anticipated to increase traffic flow to and from the site. New street or pedestrian connections would not be proportional to the level of development of this proposal. Sidewalks: Section 18.810.070.A requires that sidewalks be constructed to meet City design standards and be located on both sides of arterial, collector and local residential streets. Section 18.620 requires sidewalks on both sides of the street in the Tigard Triangle. There are existing sidewalks along 68 Pkwy and Hampton St along the frontage of the subject property. This standard is met. Sanitary Sewers: Sewers Required: Section 18.810.090.A requires that sanitary sewer be installed to serve each new development and to connect developments to existing mains in accordance with the provisions set forth in Design and Construction Standards for Sanitary and Surface Water Management (as adopted by Clean Water Services in 1996 and including any future revisions or amendments) and the adopted policies of the comprehensive plan. Sewer Plan approval: Section 18.810.090.B requires that the applicant obtain City Engineer approval of all sanitary sewer plans and proposed systems prior to issuance of development permits involving sewer service. Over - sizing: Section 18.810.090.0 states that proposed sewer systems shall include consideration of additional development within the area as projected by the Comprehensive Plan. The existing building has existing sanitary sewer service from the City of Tigard for its use as a laboratory. The future tenant is not known at this time but is anticipated to be similar -type use or office -type use. Significant changes in sewer usage are not anticipated. The applicant shall obtain City of Tigard approval for any increases in sewer usage and pay the appropriate fees before occupancy of the modified building. Storm Drainage: General Provisions: Section 18.810.100.A requires developers to make adequate provisions for storm water and flood water runoff. Accommodation of Upstream Drainage: Section 18.810.100.0 states that a culvert or other drainage facility shall be large enough to accommodate potential runoff from its entire upstream drainage area, whether inside or outside the development. The City Engineer shall approve the necessary size of the facility, based on the provisions of Design and Construction Standards for Sanitary and Surface Water Management (as adopted by Clean Water Services in 2000 and including any future revisions or amendments). Effect on Downstream Drainage: Section 18.810.100.D states that where it is anticipated by the City Engineer that the additional runoff resulting from the development will overload an existing drainage facility, the Director and Engineer shall withhold approval of the development until provisions have been made for improvement of the potential condition or until provisions have been made for storage of additional runoff caused by the development in accordance with the Design and Construction Standards for Sanitary and Surface Water Management (as adopted by Clean Water Services in 2007 and including any future revisions or amendments). Storm Water Quality: The City has agreed to enforce Surface Water Management (SWM) regulations established by Clean Water Services (CWS) Design and Construction Standards (adopted by Resolution and Order No. 00 -7) which require the construction of on- site water quality facilities. The facilities shall be designed in accordance with the CWS Design and Construction Standards for Sanitary Sewer and Surface Water Management and shall be designed to remove 65 percent of the phosphorus contained in 100 percent of the storm water runoff generated from newly created impervious surfaces. In addition, a maintenance plan shall be submitted indicating the frequency and method to be used in keeping the facility maintained through the year. In 1997, Clean Water Services (CWS) completed a basin study of Fanno Creek and adopted the Fanno Creek Watershed Management Plan. Section V of that plan includes a recommendation that local governments institute a stormwater detention /effective impervious area reduction program resulting in no net increase in storm peak flows up to the 25 -year event. The City will require that all new developments resulting in an increase of impervious surfaces provide onsite detention facilities, unless the development is located adjacent to Fanno Creek. For those developments adjacent to Fanno Creek, the storm water runoff will be permitted to discharge without detention. The applicant's site plan D100 shows the area of existing impervious surface to be removed. Site plan A100 shows the area of new impervious area and a calculation showing that this proposal will result in a net decrease in impervious area. Stormwater treatment is not required. Stormwater detention is not required. Utilities: Section 18.810.120 states that all utility lines, but not limited to those required for electric, communication, lighting and cable television services and related facilities shall be placed underground, except for surface mounted transformers, surface mounted connection boxes and meter cabinets which may be placed above ground, temporary utility service facilities during construction, high capacity electric lines operating at 50,000 volts or above, and: • The developer shall make all necessary arrangements with the serving utility to provide the underground services; • The City reserves the right to approve location of all surface mounted facilities; • All underground utilities, including sanitary sewers and storm drains installed in streets by the developer, shall be constructed prior to the surfacing of the streets; and • Stubs for service connections shall be long enough to avoid disturbing the street improvements when service connections are made. Exception to Under - Grounding Requirement: Section 18.810.120.0 states that a developer shall pay a fee in -lieu of under - grounding costs when the development is proposed to take place on a street where existing utilities which are not underground will serve the development and the approval authority determines that the cost and technical difficulty of under - grounding the utilities outweighs the benefit of under - grounding in conjunction with the development. The determination shall be on a case -by -case basis. The most common, but not the only, such situation is a short frontage development for which under - grounding would result in the placement of additional poles, rather than the removal of above - ground utilities facilities. An applicant for a development which is served by utilities which are not underground and which are located across a public right -of -way from the applicant's property shall pay a fee in -lieu of under - grounding. The existing utility lines along 68 Pkwy have already been placed underground. The existing utility lines along the north side of Hampton St include high voltage power and cannot be placed underground. Any new utilities serving the subject property shall be placed under ground. No new utility connections are anticipated. This standard is met. Fire and Life Safety: The applicant shall provide approval from Tualatin Valley Fire & Rescue (TVF &R) for access and hydrant placement (if necessary) prior to occupancy of the modified building. Public Water System: Tualatin Valley Water District (TVWD) provides service in this area. The applicant shall obtain approval from TVWD of any aspects of the proposed development that would affect the water system prior to occupancy of the modified building. Grading and Erosion Control: CWS Design and Construction Standards also regulate erosion control to reduce the amount of sediment and other pollutants reaching the public storm and surface water system resulting from development, construction, grading, excavating, clearing, and any other activity which accelerates erosion. Per CWS regulations, the applicant is required to submit an erosion control plan for City review and approval prior to issuance of City permits. The applicant shall meet the requirements of the Federal Clean Water Act regarding National Pollutant Discharge Elimination System (NPDES) erosion control permits that may be needed for this project. The applicant shall follow all applicable requirements regarding erosion control, particularly those of the Federal Clean Water Act, State of Oregon, Clean Water Services, and City of Tigard including obtaining and abiding by the conditions of NPDES 1200 -C or 1200 -C -N permits as applicable. This work is anticipated to disturb less than one acre, so separate erosion control permits are not anticipated to be necessary. Site Permit Required: The applicant is required to obtain a Site Permit from the Building Division to cover all on -site private utility installations (water, sewer, storm, etc.) and driveway construction. Recommendations: THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO PUBLIC USE OF THE MODIFIED BUILDING: Submit to the Engineering Department (Mike McCarthy, 503 - 718 -2462 or mikem @ tgard - or.gov) for review and approval: All elements of the proposed infrastructure (such as transportation, sanitary sewer, storm drainage, water, etc.) systems shall be in place and operational with accepted maintenance plans prior to a final building inspection. Upon completion of the improvements, the applicant's engineer shall submit a final access report to City engineering staff which verifies design of driveways and streets to be used by site traffic are safe by meeting adequate standards (such as sight distance) as set by the city and AASHTO and that no obstructions have been built that would block sight distance. The applicant shall obtain approval of this report prior to occupancy of the modified building. The applicant shall obtain City of Tigard approval for any increases in sewer usage and pay the appropriate fees before occupancy of the modified building. The applicant shall obtain approval from TVWD of any aspects of the proposed development that would affect the water system prior to occupancy of the modified building. The applicant shall provide approval from Tualatin Valley Fire & Rescue (TVF &R) for access and hydrant placement (if necessary) prior to occupancy of the modified building. I II CITY OF TIGARD RECEIPT 1 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 TIGARD Receipt Number: 193849 - 11/07/2013 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID MMD2013 -00039 Minor Modification to an Approved Plan - 100 - 0000 -43117 $84.00 LRP MMD2013 -00039 Minor Modification to an Approved Plan 100 - 0000 -43116 $567.00 Total: $651.00 PAYMENT METHOD CHECK # CC AUTH. CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 13550 AKOWACZ 11/07/2013 $651.00 Payor: TVA Architects, Inc Total Payments: $651.00 Balance Due: $0.00 Page 1 of 1