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SDR1994-00021 r • CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 94 -0021 MACKENZIE / CENTENNIAL BANK APPLICATION: The applicant requests a major modification and Site Development Review approval to allow the construction of a 21,102 square foot bank. Zoning: I -P (Professional Industrial). Location: Lot #8 (WCTM 2S1 12DA, tax lot 200). SECTION I - DECISION: Notice is hereby given that the Planning Director for the City of Tigard has APPROVED the above request subject to certain conditions. The findings and conclusions on which the decision is based are noted in Section II. THE FOLLOWING CONDITIONS SHALL BE SATISFIED OR FINANCIALLY SECURED PRIOR TO THE ISSUANCE OF BUILDING PERMITS. UNLESS OTHERWISE NOTED, THE STAFF CONTACT SHALL BE MICHAEL ANDERSON OF THE ENGINEERING DEPARTMENT. 1. Washington County has established and the City has agreed to collect Traffic Impact Fees in accordance with Resolution No. 90 -65. The applicant shall pay the fee established for the proposed use. 2. Revised site and landscaping plans shall be submitted for review by the Planning Division, Staff Contact: Will D'Andrea. The revised plans shall include the following: a. Traffic study and evidence for a reduction in the required stacking length to be reviewed and approved by the Planning and Engineering Divisions, in accordance with section 18.106.060(B). In addition, the applicant shall redesign the proposed stacking and travel lane to provide for a minimum of a 10 foot travel lane. b. Eighteen bicycle racks, to be distributed equally between the three buildings. c. Walkway connection to building #236 and to the future building to the south. d. A plan which shows compliance with Community Development Code Chapter 18.116, Mixed Solid Waste and Recyclable Storage. The applicant shall choose one of the following four methods to demonstrate compliance: Minimum Standard, Waste Assessment, Comprehensive Recycling Plan or Franchised Hauler Review and Sign -off. IN ADDITION THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF THE COMMUNITY DEVELOPMENT CODE; THIS IS NOT AN EXCLUSIVE LIST. 1. SECTION 18.164 STREET AND UTILITY IMPROVEMENT STANDARDS A. 18.164.180 Notice to City Required 1. Work shall not begin until the City has been notified in advance. 2. If work is discontinued for any reason, it shall not be resumed until the City is notified. NOTICE OF DECISION SDR 94 - 0021 CENTENNIAL BANK PAGE 1 • • THIS APPROVAL IS VALID IF EXERCISED WITHIN EIGHTEEN MONTHS OF THE DATE OF THE FINAL DECISION. SECTION II. FINDINGS OF FACT 1. Backround: Tax lot 200, which is also lot #8 of the Pacific Corporate Center subdivision, was created through the platting of the subdivision in December, 1989. The preliminary plat for this subdivision was approved by the City's Land Use Hearings Officer on June 2, 1989. In 1993, a Site Development Review / Lot Line Adjustment (SDR 93 -0023 / MIS 93- 0018) application was approved to allow the construction of two buildings of 25,000 and 28,000 square feet in size. 2. Vicinity Information: The site is located between SW Sequoia Parkway and I -5, south of the eastern terminus of SW Cardinal Lane. The site and the entire Pacific Corporate Center are zoned I -P (Industrial Park). A Home Depot store is located immediately to the north of this site. Lots 5 and 6 of the Pacific Corporate Center subdivision, which are south of the subject site, presently vacant and covered primarily with low grasses, although an approval has been given for three office buildings on this site. Office and industrial buildings owned by Pacific Realty Associates are located on the west side of SW Sequoia Parkway. 3. Site Information and Proposal Description: The site has frontage on SW Sequoia Parkway and SW Cardinal Lane. The SW Sequoia Parkway frontage is landscaped with evergreen trees. An existing pump vault and landcaping occupies the corner of SW Sequoia Parkway and SW Cardinal Lane. The 6 acre site slopes west from the interstate, is below the grade of the Interstate and provides exposure to freeway traffic. The applicant requests for a major modification of SDR 93 -0023 and site development review approval to construct a 21,102 square foot bank building. The 28,000 square foot office depot building, SDR 93 -0023, is presently under construction. The applicant is requesting to modify the originally approved site plan to replace the 25,000 square foot spec building with a bank and a second future building. This application is for approval of the bank, with a future site development review application for the other proposed building. The applicant had applied for a minor modification but had not met the requirements for increasing the building height and increasing vehicle trips by more than 20 trips per day. 4. Agency Comments: The City of Tigard Buiding Division, City of Tigard Public Works, City of Tigard Water Department, Tualatin Valley Fire and Rescue has reviewed this application and have offered no comments or objections. No other comments have been recieved. SECTION III. ANALYSIS AND CONCLUSION NOTICE OF DECISION SDR 94 - 0021 CENTENNIAL BANK PAGE 2 A. COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECTIONS: Use Classification: The applicant is proposing a bank. A bank is classified in Code Section 18.42 (Use Classifications) as Financial, Insurance and Real Estate Services. Code Section 18.68.030 allows Financial, Insurance and Real Estate Service as a permitted use in the I -P zoning district. Minimum Lot Area: Section 18.68.050 states that there is no minimum lot area for parcels in the I -P zoning district. The site has an average lot width of approximately 420 feet, thereby exceeding the required 50 foot average minimum lot width. Developments within the I -P zone are required to provide a minimum of 25% landscaping except that 20% can be provided when: 1) Street trees are installed with a minimum caliper of three inches rather than two inches at four feet in height; 2) The landscaping between a parking lot and street property line shall have a minimum width of ten feet; and 3) All applicable buffering, screening, and setback requirements shall be satisfied. The applicant is proposing approximately 51,650 square feet, or 22% of the site, for landscaping, thereby satisfying this requirement. Setbacks: Section 18.68.050 states that the front yard setback is 35 feet and that on corner lots the setback shall be a minimum of 20 feet on any lot facing a street. As indicated on the site plan, the proposal meets setback requirements. The maximum building height is 45 feet. The applicant is proposing a building height of 45 feet, thereby meeting this requirement. Minimum Off - Street Parking: Section 18.106.030(C) requires a minimum of one parking space for every 350 square feet of gross floor area for Financial, Insurance and Real Estate Service. The applicant is providing 307 parking spaces on the site, to be shared by all three buildings. The applicant has provided parking based on a ratio of one space for every 138 square feet of gross floor area, a standard that is more intensive than for any permitted use in the I -P zone. The proposal will therefore have adequate parking to serve this development. The Americans with Disabilities Act (ADA), which became effective on January 26, 1992, requires eight disabled parking space if 301 to 400 parking spaces are provided. The proposed site plan shows the provision of eight disabled person parking spaces, thereby satisfying this requirement. Bicycle Parking: Section 18.106.020(P) requires one bicycle parking rack space for each 15 vehicular parking spaces in any development. Bicycle parking areas shall not be located within parking aisles, landscape areas, or pedestrian ways. Eighteen bicycle parking spaces will be required for this development. A revised site plan shall be provided which indicates the provison of eighteen bicycle racks, to be distributed equally between the three buildings. On -Site Vehicle Stacking Areas: Section 18.106.060(A) requires that drive -in banks provide an area for inbound vehicles of 150 feet per service terminal. The applicant submitted a revised plan, dated August 29, which provided for 150 foot stacking distance. This plan included two, 8' stacking lanes and one, 8' travel lane. Section 18.106.060(8) grants the approval authority, upon request, to allow reduction in the amount of vehicle stacking area if such a reduction is deemed appropriate after analysis of the size and location of the development, limited services available, etc. The applicant has requested that the Planning Department consider a reduction in the length of the required NOTICE OF DECISION SDR 94 - 0021 CENTENNIAL BANK PAGE 3 • • stacking distance. The applicant shall provide a traffic study and evidence for a reduction in the required stacking length to be reviewed and approved by the Planning and Engineering Divisions, in accordance with section 18.106.060(B). In addition, the applicant shall redesign the proposed stacking and travel lane to provide for a minimum of a 10 foot travel lane. Access: Section 18.108.080 requires that commercial and industrial uses which requires more than 100 parking spaces provide two accesses with a minimum width of 30 feet and a minimum pavement width of 24 feet. The proposed modification does not modify access on the site, therefore the site meets this requirement as found in the original approval. Walkways: Section 18.108.050(A) requires that a walkway be extended from the ground floor entrance of the structure to the street which provides the required ingress and egress. Walkways shall provide convenient connections between buildings in multi - building complexes. Building #236 provides a walkway connection to SW Cardinal Lane. Building #237 (Centennial Bank) provides no such walkway connection. A revised site plan shall be submitted which provides for a walkway connection to building #236 and for connection with the future building to the south. Wherever required walkways cross vehicle access driveways or parking lots, such crossings shall be designed and located for pedestrian safety. Required walkways shall be physically separated from motor vehicle traffic and parking by either a minimum 6 inch vertical separation (curbed) or a minimum 3 foot horizontal separation, except that pedestrian crossings of traffic aisles are permitted for distances no greater than 36 feet if appropriate landscaping, pavement markings, or contrasting pavement materials are used. Walkways shall be a minimum of four feet in width, exclusive of vehicle overhangs and obtructions such as mailboxes, benches, bicycle racks, and sign posts, and shall be in compliance with ADA standards. Landscaping Plan: Section 18.100.015 requires that the applicant submit a landscaping plan. This requirement has been satisfied as the applicant has submitted a plan indicating the number, type and location of trees and shrubs. Street Trees: Section 18.100.033 states that all development projects fronting on a public street shall be required to plant street trees in accordance with section 18.100.035. Section 18.100.035 requires that street trees be spaced between 20 and 40 feet apart depending on the size classification of the tree at maturity (small, medium or large). The previous approval had conditioned the provision of street trees. Screening: Special Provisions: Section 18.100.110(A) states that trees shall be planted in landscaped islands in all parking areas and shall be equally distributed and on the basis of one tree for each seven parking spaces in order to provide a canopy effect. The landscape plan shows the provision of trees within the parking area, thereby satisfying this requirement. Visual Clearance Areas: Section 18.102 requires that a clear vision area shall be maintained on the corners of all property adjacent to intersecting right -of -ways or the intersection of a public street and a private driveway. A clear vision area shall contain no vehicle, hedge, planting, fence, wall structure, or temporary or permanent obstruction exceeding three feet in height. The code provides that obstructions which may be located in this area shall be visually clear between three and eight feet in height (trees may be placed within this area provided all branches below eight feet are removed). A visual NOTICE OF DECISION SDR 94 - 0021 CENTENNIAL BANK PAGE 4 clearance area is the triangular area formed by measuring a 30 foot distance along the street right -of -way and the driveway and then connecting these two 30 foot distance points with a straight line. As indicated on the site plan this requirement will be satisfied. Mixed Solid Waste and Recvclables Storage: Section 18.116 requires that new construction incorporates functional and adequate space for on -site storage and efficient collection of mixed solid waste and source separated recyclables prior to pick -up and removal by haulers. The applicant shall choose one of the following four methods to demonstrate compliance: Minimum standard, Waste assessment, Comprehensive recycling plan, or Franchised hauler review and sign -off. The applicant will need to submit evidence or a plan which indicates compliance with this section. B. PUBLIC FACILITY CONCERNS: Sections 18.164.030(E) (1) (a) (Streets), 18.164.090 (Sanitary Sewer), and 18.164.100 (Storm Drains) shall be satisfied as specified below: 1. TRAFFIC IMPACTS: The original traffic study for the Pacific Corporate Center subdivision was prepared by Mackenzie Engineers in 1988 and provided the guidelines for the subsequent construction of the roads and traffic signals. A revised update report by Mackenzie dated July 19, 1994 indicates that the proposed development is consistent with assumptions of the 1988 report. The access to the new bank building will be provided by driveways from both SW Cardinal Lane and SW Sequoia Parkway. In 1993, SW Cardinal Lane was approved for construction together with the Home Depot development and has been completed. In addition, SW Sequoia Parkway was constructed with the original development in 1989, and the new driveway construction was permitted with the application in March, 1994. Therefore, no further street construction should be required. However, this development is required to pay traffic impact fees (TIF) to help to fund off -site improvements which may be needed in the area as the result of continuing development. 2. STREETS: As noted above, the proposed development will take access from driveways that connect to both SW Cardinal Lane and SW Sequoia Parkway. This driveway construction was approved with the previous application, and is subject to a joint use and maintenance agreement. 3. SANITARY SEWER: The site currently has 8 inch public sanitary sewer lines located within each public street. The lines have sufficient capacity for this development and no additional public improvements are required. 4. STORM SEWER: The site slopes in a southerly direction towards SW Sequoia Parkway. The stormwater run -off will be collected in a private underground system and directed to a water quality facility located on -site between SW Sequoia Parkway and the proposed Building #235 (Office Depot). The final drainage design has also been approved by the previous application and is consistent with both the quality and quantity standards of the Unified Sewerage Agency. NOTICE OF DECISION SDR 94 - 0021 CENTENNIAL BANK PAGE 5 • • The Unified Sewerage Agency has established and the City has agreed to enforce (Resolution and Order No. 91 -47) Surface Water Management Regulations requiring the construction of on -site water quality facilities or fees in -lieu of their construction. The proposed on -site water quality facility will be privately maintained. SECTION V. PROCEDURE 1. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant and owners XX Owners of record within the required distance XX The affected Citizen Involvement Team Representative XX Affected government agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON q / UNLESS AN APPEAL IS FILED. 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the City Recorder within 10 days after notice is given and sent. Appeal fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Blvd., Tigard, ,I, Oregon. The deadline for filing of an appeal is 3:30 p.m. 1 T. 4. Ouestions: If you have questions, please call City of Tigard Planning Department (639- 4171), City of Tigard City Hall, 13125 SW Hall Blvd., Tigard, Oregon 97223 ', PREPARED BY: William D'Andrea DATE Assistant Planner 1 !/I , _ 9 - - 9 1 / APPRO D BY: Richard Be - sdorff DATE Senior Plaq. -r NOTICE OF DECISION SDR 94 - 0021 CENTENNIAL BANK PAGE 6 S 311/18113.1.N1 :::•:•:•:.:•:::::• ...„„. 1111 •:i::::1■:::;:i .:::: :.: :::::. • i:: :: :.:•:: [:••••: , .:0 : : : : . i :.: ..1 .1 lqp 1. 0 41111 i z ot _1 raev _----------- • CINZ -I On Oa" m 0 Ok m uROPM QUAC K avoiniva An _SY - ---------- ti .---- /------- ■- J r- Sofil ,-------±-7 - • elk • • . , 3AV H I 9L ...., ,...s --1 E ovk- 6 2S112DA -00200 0 2S112DA -0030• PACIFIC REALTY ASSOCIATES L P PACIFIC REALTY- SOCIATES L P 15115 SW SEQUOIA-PKWY #200 -WMI 15115 SW S8 IA PKWY #200 -WMI PORTLAND / OR 97224 PORTLAND OR 97224 2S112DA -00800 2S112AD -00900 PACIFIC REALTY ASSOCIATES HOME DEPOT USA, INC 15115 SW SEQUOIA PKWY #2 -WMI 15115 SW SEQDIOA PKY #200 -WMI PORTLAND O 97224 PORTLAND OR 97224 2S112AD -01000 PACIFIC REALTY' ASSOCIATES L P 15115 SW SEQUOIA PKWY #200 -WMI PORTLAND OR 97224 MACKENZIE -SAITO & ASSOC PO BOX 69039 . PORTLAND OR 97201 • AFFIDAVIT OF MAILING • STATE OF OREGON County of Washington ) ss. City of Tigard I I,, ,,, ',,, I, tON� � `e MI'.A Y �V ✓v , being first duly sworn /affirm, on oath depose and say: (Please print) That I am a �l:Y C t `� for The City of Tig rd, Oregon. / _ That I served NOTICE OF PUBLIC HEARING FOR: - That I served NOTICE OF DECISION FOR: ✓City of Tigard Planning Director _ Tigard Planning Commission Tigard Hearings Officer Tigard City Council A copy (Public Hearing Notice /Notice of Decision) of which is attached (Marked Exhibit 'A') was mailed to each named p sons at th ad re shown o 9, ;he attached list marked exhibit 'B' on the 1 day of 19`7 said notice NOTICE OF DECISION as he to att hed, was posted n an appropriate bulletin board on the CI*. day of 19 PI • and depo4tpd in the United States Mail on the 41 d ` ay of �3C.(V\(Q[ -1 , 19 `Yf'" postage prepaid. Li Pa•Ai ' Y A'A ∎da. Prepared Notice rrr,,, �c Sub c 'bed and sworn /affirmed before me on the � 9 day of !_� [_ 19 / (G OFFICIAL SEAL * DIMEM.JELDERk s ( ( , ..1. �� -/E I/ 0 :—�_ :: NOTARY PUCLIGOREGOtt NO ARY PUBLIC • •'EGON Z COMMISSION NO. 00097 �1 My Commission • res: 1 m OMv.9 for ExPIRE$ $c Jam y • ri b PROPOSAL DESCRIPTION FILE NO: SDR 94 -0021 FILE TITLE: Centennial Bank APPLICANT: Mackenzie /Saito & Assoc. OWNER: Pacific Realty Assoc. P.O. Box 69039 15115 SW Sequoia Pkwy, Suite 200 Portland, OR 97201 Tigard, OR 97224 REQUEST: A request for Site Development Review approval to allow construction of a 21,102 square foot bank building. This represents a major modification to the previously approved SDR 93 -0023. The bank and a 7,200 square foot restaurant to be built later will replace a proposed 25,000 square foot computer retail store which had been included in. the previous application. APPLICABLE REVIEW CRITERIA: Community Development Code Sections 18.68, 18.100, 18.102, 18.106, 18.108, 18.114, 18.116, 18.120, 18.150, 18.164. LOCATION: Lot #8 (WCTM 2S1 12DA, tax lot 200) of Pacific Corporate Center. West of Interstate 5, south of SW Cardinal Lane and east of SW Sequoia Parkway. ZONE: I -P (Industrial Park) The Industrial Park zoning allows public agency administrative services, public support facilities, professional and administrative services, financial, insurance, and real estate services, business support services, manufacturing of finished products, packaging and processing, wholesale, storage, and distribution, among other uses. CIT: East CIT REPRESENTATIVE: Joel Stevens PHONE NUMBER: 293 -1254 CHECK ALL WHICH APPLY: X STAFF DECISION COMMENTS DUE BACK TO STAFF ON 1994 PLANNING COMMISSION DATE OF HEARING: TIME:7:30 HEARINGS OFFICER DATE OF HEARING: TIME:7:00 CITY COUNCIL DATE OF HEARING: TIME:7:30 ATTACHMENTS X VICINITY MAP X LANDSCAPING PLAN NARRATIVE X ARCHITECTURAL PLAN X SITE PLAN X OTHER: GRADING PLAN STAFF CONTACT: Colin Burgett - 639 -4171 • • MACKENZIE /SAITO & ASSOCIATES, P.C. ARCHITECTURE, PLANNING, INTERIOR DESIGN 0690 S BANCROF ii ST. • PO BOX 69039 PORTLAND. OREGON 97201 -0039 • (503) 224 -9570 • FAX (503) 228 -1285 August 11, 1994 City of Tigard Attention: Will D'Andrea 13125 SW Hall Boulevard Tigard, OR 97223 -8199 Re: Pacific Corporate Center Buildings 235, 236, 237 Project Number 294280 Dear Will: Enclosed are drawings indicating a major revision to the approved Site Design Review for Pacific Corporate Center Buildings 235, 236, and 237. You will note that the approved plans (City File SDR #93- 0023), which provided a separate building for each of two expected tenants, are revised to reflect Office Depot as planned in Building 235, plus a separate building for Centennial Bank (Building 237) and a third smaller building (236). A specific comparison of the approved and revised plans is provided on Sheet SDR1, attached. Approval standards cited in Section 18.120.180(A) of the Tigard Code are addressed as follows: 1. "Code Sections" a. 18.84 Sensitive Lands Not applicable. There are no floodplain, drainage areas, wetlands, steep slopes, or unstable soils on the site. The slope adjacent 1 -5 will be protected and is not subject to Section 18 -84. b. 18.94 Manufactured Homes Not applicable. c. 18,92 Density Not applicable. d. 18.144 Accessory Uses Not applicable. F: \W PDATA \94-08 \94280 \10L1.ks • • Will D'Andrea Pacific Corporate Center - Buildings 235, 236, 237 Project Number 294280 August 11, 1994 Page 2 e. 18.96 Additional Yard Requirements The proposed buildings meet the required street frontage setbacks. f. 18.98 Building Height Limitation The approved buildings were both 25 feet in height, while building 237 is now approximately 45 feet in height. The Code is met since all buildings are within the Code's maximum height. g. 18.100 Landscaping and Screening The accompanying drawing indicates landscaping as required by Ch. 100, including street trees and within the parking area. Street trees also are used to define vehicular access and pedestrian areas, while evergreen and native materials are used to screen parking areas. An irrigation plan will be submitted with building permit documents. h. 18.102 Visual Clearance Visual clearance areas are provided by the accompanying plan. i. 18.106 Off- Street Parking The accompanying plan provides 307 spaces based on the Code standard of one per 350 sq. ft. of floor area for the bank, plus an estimated number of employees for the third building. The parking area design meets the dimensional standards of the Code with respect to stall size, aisle width, and compact stall percentage. The plan also provides pedestrian corridors to link the main entry of the buildings with the street sidewalk. J. 18.108 Access The access plan indicated by the accompanying drawing provides vehicular access onto SW Sequoia Parkway and SW Cardinal Lane. The internal system has been designed to provide clear spaces for through movements, to reduce off - site conflicts. The plan meets the dimensional requirements of Section 18.108.080. A traffic report update also is submitted in support of this application. F: \W PDATA \94-08 \94280 \10L1.ks • • Will D'Andrea Pacific Corporate Center - Buildings 235, 236, 237 Project Number 294280 August 11, 1994 Page 3 k. 18.114 Signs Signs will be wall- mounted and are within the Code standard for size. I. 18.150 Tree Removal There are no significant trees on the site. m. 18.164 Street and Utility Standards The site's street frontage is improved to City standards. 2. "Relationship to Natural Environment" As described above, soil and topographic conditions are not a difficulty on this site, and there are no significant trees. 3. "Exterior Elevations" This section does not apply, since no residential areas abut the site. 4. "Relationship Between Uses" The vicinity of the site is commercial and industrial in nature. The proposed buildings are similar in character, and the site development provides a quality of landscaping commensurate with existing development in the area. 5. "Privacy" Not applicable. 6. "Private Outdoor Area" Not applicable. 7. "Shared Recreation Use" Not applicable. F: \WPDATA \94-08 \94280 \10L1.ks • • • Will D'Andrea Pacific Corporate Center - Buildings 235, 236, 237 Project Number 294280 August 11, 1994 Page 4 8. "Floodplain" There is no floodplain on the site. 9. "Public /Private Space" The distinction between public and private space is provided by signage and landscaping. 10. "Crime Prevention" Although this section applies primarily to residential development, this project will provide adequate lighting and accessibility as envisioned by the criteria. 11. "Access" See Section 18.108 discussion above. 12. "Public Transit" Not Applicable 13. "Parking" See Section 18.106 discussion above. 14. "Landscaping" See Section 18.100 discussion above. 15. "Drainage" Storm drainage is indicated by accompanying drawings. 16. "Handicapped Access" Access and handicapped parking is provided. F: \ W P DATA \94-08 \94280\ 10 L 1. ks • • Will D'Andrea Pacific Corporate Center - Buildings 235, 236, 237 Project Number 294280 August 11, 1994 Page 5 17. "Signs" Signs will be submitted under a separate permit 18. "Underlying Zone" All provisions of the IP zone are met by this proposal. No variances are proposed. Thank you for your review of this material. Sincerely, � Dennis R. Woods LS:DRW /ks Enclosure cc: Ken Grimes - PacTrust Richard Williams - WEGROUP Architects Gary Stevens - Centennial Bank F: \W PDATA \94-08 \94280 \10L1.ks . • • MACKENZIE /SAITO & ASSOCIATES, P.C. ARCHITECTURE, PLANNING, INTERIOR DESIGN 0690 SW BANCROFT ST. • PO. BOX 69039 PORTLAND, OREGOr01 -0039 • (503) 224 -9570 • FAX (503) 228 -1285 RECEI"ED July 18, 1994 JUL 2 0 1994 ddltMUku■ uLgLLuPMENT City of Tigard Attention: Will D'Andrea 13125 SW Hall Boulevard Tigard, OR 97223 -8199 Re: Pacific Corporate Center Buildings 235, 236, 237 Project Number 294048 Dear Will: Enclosed are drawings indicating the revised plans for Pacific Corporate Center Buildings 235, 236, and 237. You will note that the approved plans (City File SDR #93 -0023), which provided a separate building for each of two expected tenants, are revised to reflect Office Depot as planned in Building 235, plus a separate building for Centennial Bank (Building 237) and a third smaller building (236). It is our understanding that you met with WEGROUP Architects on May 26, 1994, and discussed these changes. The following summarizes the relationship of the revised plans to the criteria of Section 18.120.080 of the Code, as discussed during your meeting: 1. "Residential Density" not applicable 2. "Dwelling Unit Types" not applicable 3. "Required Parking" The required parking ratio for both previous tenants was 1 space per 350 sq. ft. of floor area. Since this is the same ratio for the revised tenants, the change in parking count is related only to proposed floor area. 4. "UBC Building Type" The prior revised buildings are all B -2 occupancy. 5. °Building Height" The approved buildings were both 25 feet in height, while building 237 is now approximately 45 feet in height. It is our understanding that during your meeting on May 26, 1994, it was determined that the intent of the Code is met since all buildings are within the Code's maximum height. 6. "Off -Site Traffic" The access points remain unchanged. 7. °Trip Generation" An accompanying summary by Don Odermott, P.E., indicates that while the traffic will increase, the total is within the projected maximums utilized in the Pacific Corporate Center Master Traffic Study. F: \W PDATA \94- 07\94048 \18L1.ks • • Mr. Will D'Andrea Pacific Corporate Center Project Number 294048 July 18, 1994 Page 2 8. °Floor Area" The approved total is 53,000 sq. ft.; the revised total is 56,302, or 6.2% increase. 9. °Open Space° not applicable 10. °Amenities" Recreation facilities are not applicable; screening and landscaping standards continue to be met by the revised plans. 11. °Conditions° not applicable Thank you for your review of these documents. Please call at your convenience to discuss procedural issues. Sincerely, thetri- Dennis R. Woods Architect LS:DRW /ks cc: Ken Grimes - PacTrust Richard Williams - WEGROUP Architects Gary Stevens - Centennial Bank F: \W PDATA \94-07\94048\ 18L1.k° • • MACKENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURAL • SURVEYING • TRANSPORTATION 0690 SW. BANC ?CF: STREET • P0. BOX 69039 PORTLAND. 0 =E3CN 97201 -0039 • (503) 224 -9560 • FAX (503) 225 -1285 July 19, 1994 City of Tigard Engineering Department Attention: Michael Anderson 13125 S.W. Hall Boulevard Tigard, Oregon 97223 -8199 Re: PacTrust Buildings 236/237 Traffic Generation Analysis Project Number 29 2 -280 Dear Michael: Mackenzie Engineering Incorporated (MEI) has updated the comparison of traffic projection for the existing and proposed uses of the Pacific Corporate Center against projections from the 1988 study. This update includes traffic generated by Buildings 236 and 237. Building 236 is now proposed to support a 7,000- sq. -ft. restaurant. Building 237 will house a 21,100- sq. -ft. bank office building which will consist of approximately 18,540 sq. ft. of office space and a 2,560- sq. -ft. branch. The two proposed buildings are replacing the previous Building 236 which was to have been a computer retail store. TRIP GENERATION Trip generation rates for the restaurant (236) and bank /office building (237) are estimated using the Institute of Transportation Engineers Trio Generation Manual, Fifth Edition. Table 1 summarizes the trip rates for the PM peak hour. The restaurant trip rate used is High Turnover (sit down) Restaurant, which is typically like . a Denny's or Shari's. The specific restaurant occupant has not yet been determined. A 30% reduction has been taken in the restaurant trip generation to account for pass -by and internal trip traffic already in the Pacific Corporate Center. Trip generation for the bank was estimated utilizing the number of drive up windows. The bank will consist of an approximately 2,560- sq. -ft. branch office with two drive -thru windows, and 18,540- sq. -ft. of office space. ITE trip rates are available based on building square footage, but have poor correlations compared to the drive up window rates. The office trip generation is estimated for general office utilizing gross building size. In the December 15, 1993, Traffic Generation Analysis, trip generation for the previously proposed computer store and Office Depot was estimated to be 177 vph during the PM peak hour. By replacing the computer store with the bank /office and restaurant, the number of PM peak hour trips will increase to 328 vph. F: \W P DATA \94-07\94280\ 19L1.ke • • Michael Anderson Project Number 294280 July 19, 1994 Page 2 Existing and in- process development trip generation rates were obtained from the May 2, 1994, Traffic Generation Analysis for PacTrust Buildings 238, 240, and 241. The previous analyses include driveway counts for existing developments and trip generation estimates for the in- process developments which were based upon the Institute of Transportation Engineers Trip Genera Manual, Fifth Edition. No new counts have been conducted for this analysis. Table 1 Trip Generation Proposed Development Building Building Use Building Area PM Peak Hour Number KSF Enter Exit 236 Restaurant 7.0 43 36 (New Trips) 237 Bank with 2.6 53 57 Drive • Office 18.5 9 45 Total 105 138 TRAFFIC COMPARISON The Transportation Analysis prepared for the Pacific Corporate Center in December 1988 estimated a total of 532 vehicles entering and 1228 vehicles exiting the site at full development during the PM peak hour. With development of the in- process buildings and the proposed buildings 236 and 237, approximately 42.6 acres of the 44.4 -acre Pacific Corporate Center will be developed (96 %). Table 2 presents a comparison of the estimated PM peak hour trip generation for this level of development against 96% of the 1988 master plan projected traffic. F: \WPOATA \9407\94280 \19L1 ke • • • Michael Anderson Project Number 294280 July 19, 1994 Page 3 Table 2 Updated Trip Projection Versus 1988 Trip Projection Trips Existing _ Proposed Total Site 88 Traffic 96% of 88 In- process 236/237 Traffic PM Peak 1 -07 243 1650 1760 1690 PM Enter Sol 105 666 532 511 PM Exit 846 138 984 1228 1179 CAPACITY ANALYSIS Traffic generated by the restaurant, bank, and office in Buildings 236 and 237 is expected to have a distribution similar to that in the 1988 study with 79% of site generated traffic travelling to Interstate 5, through the intersection of Upper Boones Ferry Road with Sequoia Parkway. The intersec:icn is expected to continue operating at acceptable levels of service during the PM peak hour with the addition of traffic from the two buildings. CONCLUSIONS AND RECOMMENDATIONS This analysis has found that existing, approved, and proposed development of the Pacific Corporate Center will generated traffic at a rate approximately 98% of that projected for the same level of development in the 1988 master plan traffic analysis. The critical egress traffic is approximately 17% below 1988 projections, while entering traffic is approximately 30% higher, indicating that distribution of site traffic is more evenly split between entering and exiting vehicles than originally anticipated. The balanced inbound /outbound distribution will result in a decrease in impact to intersection capacity from that assumed in the 1988 study. If you have any question, please call me at 224 -9560. Sincerely, n r EEO PROfF�,, Brent Ahrend cep' � 0 TA O 4, Traffic Analyst BA /kc # ORIGION cc: Ken Grimes - PacTrust 04, p. 0 • to Dennis Woods - Mackenzie /Saito & Associates elf' *04 F: \ W P DATA \94-07\94280\ 19L1 .ke } • • MACKENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURAL • SURVEYING • TRANSPORTATION 0690 SW BANCROFT STREET • P BOX 69039 PORTLAND. OP.EGON 97201 -0039 • (503) 224 -9560 • FAX (503) 228 -1285 July 19, 1994 City of Tigard Engineering Department Attention: Michael Anderson 13125 S.W. Hall Boulevard Tigard, Oregon 97223 -8199 Re: PacTrust Buildings 236/237 Traffic Generation Analysis Project Number 294280 Dear Michael: Mackenzie Engineering Incorporated (MEI) has updated the comparison of traffic projection for the existing and proposed uses of the Pacific Corporate Center against projections from the 1988 study. This update includes traffic generated by Buildings 236 and 237. Building 236 is now proposed to support a 7,000- sq. -ft. restaurant. Building 237 will house a 21,100- sq. -ft. bank office building which will consist of approximately 18,540 sq. ft. of office space and a 2,560- sq. -ft. branch. The two proposed buildings are replacing the previous Building 236 which was to have been a computer retail store. TRIP GENERATION Trip generation rates for the restaurant (236) and bank /office building (237) are estimated using the Institute of Transportation Engineers Trip Generation Manual, Fifth Edition. Table 1 summarizes the trip rates for the PM peak hour. The restaurant trip rate used is High Turnover (sit down) Restaurant, which is typically like a Denny's or Shari's. The specific restaurant occupant has not yet been determined. A 30% reduction has been taken in the restaurant trip generation to account for pass -by and internal trip traffic already in the Pacific Corporate Center. Trip generation for the bank was estimated utilizing the number of drive up windows. The bank will consist of an approximately 2,560- sq. -ft. branch office with two drive -thru windows, and 18,540- sq. -ft. of office space. ITE trip rates are available based on building square footage, but have poor correlations compared to the drive up window rates. The office trip generation is estimated for general office utilizing gross building size. In the December 15, 1993, Traffic Generation Analysis, trip generation for the previously proposed computer store and Office Depot was estimated to be 177 vph during the PM peak hour. By replacing the computer store with the bank /office and restaurant, the number of PM peak hour trips will increase to 328 vph. F: \ W P D ATA \94-07\94280\ 19 L 1. k c • • Michael Anderson Project Number 294280 July 19, 1994 Page 2 Existing and in- process development trip generation rates were obtained from the May 2, 1994, Traffic Generation Analysis for PacTrust Buildings 238, 240, and 241. The previous analyses include driveway counts for existing developments and trip generation estimates for the in- process developments which were based upon the Institute of Transportation Engineers Trio Generation Manual, Fifth Edition. No new counts have been conducted for this analysis. Table 1 Trip Generation Proposed Development Building Building Use Building Area PM Peak Hour Number KSF Enter Exit 236 Restaurant 7.0 43 36 (New Trips) 237 Bank with 2.6 53 57 Drive Office 18.5 9 45 Total 105 138 TRAFFIC COMPARISON The Transportation Analysis prepared for the Pacific Corporate Center in December 1988 estimated a total of 532 vehicles entering and 1228 vehicles exiting the site at full development during the PM peak hour. With development of the in- process buildings and the proposed buildings 236 and 237, approximately 42.6 acres of the 44.4 -acre Pacific Corporate Center will be developed (96 %). Table 2 presents a comparison of the estimated PM peak hour trip generation for this level of development against 96% of the 1988 master plan projected traffic. F: \ W P D ATA \9407\94280 \ 19 L 1. k c • • Michael Anderson Project Number 294280 July 19, 1994 Page 3 Table 2 Updated Trip Projection Versus 1988 Trip Projection Trips Existing + Proposed Total Site 88 Traffic 96% of 88 In- process 236/237 Traffic PM Peak 1407 243 1650 1760 1690 PM Enter 561 105 666 532 511 PM Exit 846 138 984 1228 1179 CAPACITY ANALYSIS Traffic generated by the restaurant, bank, and office in Buildings 236 and 237 is expected to have a distribution similar to that in the 1988 study with 79% of site generated traffic travelling to Interstate 5, through the intersection of Upper Boones Ferry Road with Sequoia Parkway. The intersection is expected to continue operating at acceptable levels of service during the PM peak hour with the addition of traffic from the two buildings. CONCLUSIONS AND RECOMMENDATIONS This analysis has found that existing, approved, and proposed development of the Pacific Corporate Center will generated traffic at a rate approximately 98% of that projected for the same level of development in the 1988 master plan traffic analysis. The critical egress traffic is approximately 17% below 1988 projections, while entering traffic is approximately 30% higher, indicating that distribution of site traffic is more evenly split between entering and exiting vehicles than originally anticipated. The balanced inbound /outbound distribution will result in a decrease in impact to intersection capacity from that assumed in the 1988 study. If you have any question, please call me at 224 -9560. Sincerely, n r � PROF, Brent Ahrend co 4 0 gy Traffic fi O , BA /kc cc: Ken Grimes - PacTrust ay r 15 o ff` Dennis Woods - Mackenzie /Saito & Associates 9 ID P. ODE tee /2 ./3J�9Q F: \W PDATA \94-07\94280 \19L1.kc • • MACKENZIE /SAITO & ASSOCIATES, P.C. ARCHITECTURE, PLANNING, INTERIOR DESIGN 0690 SW. BANCROFT ST. • PO. BOX 69039 PORTLAND, OREGON 97201 -0039 • (503) 224 -9570 • FAX (503) 228 -1285 August 11, 1994 City of Tigard Attention: Will D'Andrea 13125 SW Hall Boulevard Tigard, OR 97223 -8199 Re: Pacific Corporate Center Buildings 235, 236, 237 Project Number 294280 Dear Will: Enclosed are drawings indicating a major revision to the approved Site Design Review for Pacific Corporate Center Buildings 235, 236, and 237. You will note that the approved plans (City File SDR #93- 0023), which provided a separate building for each of two expected tenants, are revised to reflect Office Depot as planned in Building 235, plus a separate building for Centennial Bank (Building 237) and a third smaller building (236). A specific comparison of the approved and revised plans is provided on Sheet SDR1, attached. Approval standards cited in Section 18.120.180(A) of the Tigard Code are addressed as follows: 1. "Code Sections" a. 18.84 Sensitive Lands Not applicable. There are no floodplain, drainage areas, wetlands, steep slopes, or unstable soils on the site. The slope adjacent 1 -5 will be protected and is not subject to Section 18 -84. b. 18.94 Manufactured Homes Not applicable. c. 18.92 Density Not applicable. d. 18.144 Accessory Uses Not applicable. F: \W PDATA \94-08 \94280\ 10L1.ks • • Will D'Andrea Pacific Corporate Center - Buildings 235, 236, 237 Project Number 294280 August 11, 1994 Page 2 e. 18.96 Additional Yard Requirements The proposed buildings meet the required street frontage setbacks. f. 18.98 Building Height Limitation The approved buildings were both 25 feet in height, while building 237 is now approximately 45 feet in height. The Code is met since all buildings are within the Code's maximum height. g. 18.100 Landscaping and Screening The accompanying drawing indicates landscaping as required by Ch. 100, including street trees and within the parking area. Street trees also are used to define vehicular access and pedestrian areas, while evergreen and native materials are used to screen parking areas. An irrigation plan will be submitted with building permit documents. h. 18.102 Visual Clearance Visual clearance areas are provided by the accompanying plan. i. 18.106 Off- Street Parking The accompanying plan provides 307 spaces based on the Code standard of one per 350 sq. ft. of floor area for the bank, plus an estimated number of employees for the third building. The parking area design meets the dimensional standards of the Code with respect to stall size, aisle width, and compact stall percentage. The plan also provides pedestrian corridors to link the main entry of the buildings with the street sidewalk. j. 18.108 Access The access plan indicated by the accompanying drawing provides vehicular access onto SW Sequoia Parkway and SW Cardinal Lane. The internal system has been designed to provide clear spaces for through movements, to reduce off - site conflicts. The plan meets the dimensional requirements of Section 18.108.080. A traffic report update also is submitted in support of this application. F: \WPDATA \94-08 \94280 \10L1.ks • • Will D'Andrea Pacific Corporate Center - Buildings 235, 236, 237 Project Number 294280 August 11, 1994 Page 3 k. 18.114 Signs Signs will be wall- mounted and are within the Code standard for size. I. 18.150 Tree Removal There are no significant trees on the site. m. 18.164 Street and Utility Standards The site's street frontage is improved to City standards. 2. "Relationship to Natural Environment" As described above, soil and topographic conditions are not a difficulty on this site, and there are no significant trees. 3. "Exterior Elevations" This section does not apply, since no residential areas abut the site. 4. "Relationship Between Uses" The vicinity of the site is commercial and industrial in nature. The proposed buildings are similar in character, and the site development provides a quality of landscaping commensurate with existing development in the area. 5. "Privacy" Not applicable. 6. "Private Outdoor Area" Not applicable. 7. "Shared Recreation Use" Not applicable. F: \ W P DATA \94-08 \94280\ 10 L 1. k s • • Will D'Andrea Pacific Corporate Center - Buildings 235, 236, 237 Project Number 294280 August 11, 1994 Page 4 8. " Floodplain" There is no floodplain on the site. 9. "Public /Private Space" The distinction between public and private space is provided by signage and landscaping. 10. "Crime Prevention" Although this section applies primarily to residential development, this project will provide adequate lighting and accessibility as envisioned by the criteria. 11. "Access" See Section 18.108 discussion above. 12. "Public Transit" Not Applicable 13. "Parking" See Section 18.106 discussion above. 14. "Landscaping" See Section 18.100 discussion above. 15. "Drainage" Storm drainage is indicated by accompanying drawings. 16. "Handicapped Access" Access and handicapped parking is provided. F: \W PDATA \94-08 \94280 \10L1.ks • • Will D'Andrea Pacific Corporate Center - Buildings 235, 236, 237 Project Number 294280 August 11, 1994 Page 5 17. "Signs" Signs will be submitted under a separate permit 18. "Underlying Zone" All provisions of the IP zone are met by this proposal. No variances are proposed. Thank you for your review of this material. Sincerely, c Dennis R. Woods LS:DRW /ks Enclosure cc: Ken Grimes - PacTrust Richard Williams - WEGROUP Architects Gary Stevens - Centennial Bank F: \ W P DATA \94-08 \94280 \ 10 L 1. k s • • -- MACKENZIE ENGINEERING INCORPORATED LETTEQ ©& TAk ZEOU'UL CIVIL • STRUCTURAL • SURVEYING • TRANSPORTATION MACKENZIE/SAITO & ASSOCIATES, P.C. ARCHITECTURE • PLANNING • INTERIOR DESIGN 0690 S.W. BANCROFT STREET • P.O. BOX 69039 PORTLAND. OREGON 97201 -0039 (503) 224.9560 (503) 224-9570 FAX (503) 228 -1285 Date: August 11, 1994 Project Number 194280 To: City of Tigard Attention: Will D'Andrea Project Name: Centennial Bank Please find attached: shop drawings X plans _ samples specifications - copy of letter - change order details _calculations Number of copies: Description: 16 sets Plans as resubmitted for site design review 8/11/94 X For your use - For your review - For approval - As requested REMARKS: Copy to: Signed: Dennis Woods/kg Mailed XDelivered ( SLD) _To be picked up It enclosures are not as noted, kindly notify us at once. • • MACKENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURAL • SURVEYING • TRANSPORTATION 0690 SW BANCROFT STREET • PO. BOX 69039 PORTLAND. ORE33V 97201 -0039 • (503) 224 -9560 • FAX (503) 228 -1285 July 19, 1994 • City of Tigard Engineering Department Attention: Michael Anderson 13125 S.W. Hall Boulevard Tigard, Oregon 97223 -8199 Re: PacTrust Buildings 236/237 Traffic Generation Analysis Project Number 294280 Dear Michael: Mackenzie Engineering Incorporated (MEI) has updated the comparison of traffic projection for the existing and proposed uses of the Pacific Corporate Center against projections from the 1988 study. This update includes traffic generated by Buildings 236 and 237. Building 236 is now proposed to support a 7,000- sq. -ft. restaurant. Building 237 will house a 21,100- sq. -ft. bank office building which will consist of approximately 18,540 sq. ft. of office space and a 2,560- sq. -ft. branch. The two proposed buildings are replacing the previous Building 236 which was to have been a computer retail store. TRIP GENERATION Trip generation rates for the restaurant (236) and bank /office building (237) are estimated using the Institute of Transportation Engineers Trio Generation Manual, Fifth Edition. Table 1 summarizes the trip rates for the PM peak hour. The restaurant trip rate used is High Turnover (sit down) Restaurant, which is typically like a Denny's or Shari's. The specific restaurant occupant has not yet been determined. A 30% reduction has been taken in the restaurant trip generation to account for pass -by and internal trip traffic already in the Pacific Corporate Center. Trip generation for the bank was estimated utilizing the number of drive up windows. The bank will consist of an approximately 2,560- sq. -ft. branch office with two drive -thru windows, and 18,540- sq. -ft. of office space. ITE trip rates are available based on building square footage, but have poor correlations compared to the drive up window rates. The office trip generation is estimated for general office utilizing gross building size. In the December 15, 1993, Traffic Generation Analysis, trip generation for the previously proposed computer store and Office Depot was estimated to be 177 vph during the PM peak hour. By replacing the computer store with the bank /office and restaurant, the number of PM peak hour trips will increase to 328 vph. F: \WPDATA \94-07\94280 \19L1.ke • • • Michael Anderson Project Number 294280 July 19, 1994 Page 2 Existing and in- process development trip generation rates were obtained from the May 2, 1994, Traffic Generation Analysis for PacTrust Buildings 238, 240, and 241. The previous analyses include driveway counts for existing developments and trip generation estimates for the in- process developments which were based upon the Institute of Transportation Engineers Trio Generation Manual, Fifth Edition. No new counts have been conducted for this analysis. Table 1 Trip Generation Proposed Development Building Building Use Building Area PM Peak Hour Number KSF Enter Exit 236 Restaurant 7.0 43 36 (New Trips) 237 Bank with 2.6 53 57 Drive Office 18.5 9 45 Total 105 138 TRAFFIC COMPARISON The Transportation Analysis prepared for the Pacific Corporate Center in December 1988 estimated a total of 532 vehicles entering and 1228 vehicles exiting the site at full development during the PM peak hour. With development of the in- process buildings and the proposed buildings 236 and 237, approximately 42.6 acres of the 44.4 -acre Pacific Corporate Center will be developed (96%). Table 2 presents a comparison of the estimated PM peak hour trip generation for this level of development against 96% of the 1988 master plan projected traffic. F: \WPDATA \94-07\94280 \19Ll icc • • • Michael Anderson Project Number 294280 July 19, 1994 Page 3 Table 2 Updated Trip Projection Versus 1988 Trip Projection Trips Existing + Proposed Total Site 88 Traffic 96% of 88 In- process 236/237 Traffic PM Peak 1407 243 1650 1760 1690 PM Enter 561 105 666 532 511 PM Exit 846 138 984 1228 1179 CAPACITY ANALYSIS Traffic generated by the restaurant, bank, and office in Buildings 236 and 237 is expected to have a distribution similar to that in the 1988 study with 79% of site generated traffic travelling to Interstate 5, through the intersection of Upper Boones Ferry Road with Sequoia Parkway. The intersection is expected to continue operating at acceptable levels of service during the PM peak hour with the addition of traffic from the two buildings. CONCLUSIONS AND RECOMMENDATIONS This analysis has found that existing, approved, and proposed development of the Pacific Corporate Center will generated traffic at a rate approximately 98% of that projected for the same level of development in the 1988 master plan traffic analysis. The critical egress traffic is approximately 17% below 1988 projections, while entering traffic is approximately 30% higher, indicating that distribution of site traffic is more evenly split between entering and exiting vehicles than originally anticipated. The balanced inbound /outbound distribution will result in a decrease in impact to intersection capacity from that assumed in the 1988 study. If you have any question, please call me at 224 -9560. Sincerely, Os% PROffs> G N Brent Ahrend c i t n 4 Traffic Analyst cif,/ r; 11 BA /kc cc: Ken Grimes - PacTrust e24, F U DE�� Ofi Dennis Woods - Mackenzie /Saito & Associates tf• F: \W PDATA \9407\94280 \19L1.kc t i k.. 110M - S- • .. - � ,.,ice f r . 1 I PIPDRINETIMMERCIAL "all.. I II 6 4 I Imo ?m o ' • -, 1. Q . - 0 FF. I )..= :? o I � N I � �m At � / CI it d ii■Ilania;291an z:i • a s 0 I . R ., 0 a_ _ ❑ o VVVVVV Iry v I O b r \\\\\ I.0 L. ' mi i I • 0 E 0 O i j I t ¼ an 1 •Ii r ., n �esar� cA O m o �rF % o o O _a_ v 1 s 0 �� '� �o❑ .� OM�VE•A�_ _____, 1 r _,_____ 0 N.E. 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A-0 .0•070 • p ....-20,,,.• — ... .. i...: r ..• • 9 e • . . . .9 . . • • • : • • .. e E E 00 A N• ., , 0 . •• • . . •••:.. "09E ••• 12 EN••• • •• 0 . . • of 0 0 0 . . T I GARD 6. . y✓)/v �/�{.. REQUEST FOR COMMENTS TO: / '!� DATE: August 25, 1994 FROM: Tigard Planning Department RE: SITE DEVELOPMENT REVIEW SDR 94 -0021 CENTENNIAL BANK LOCATION: Lot #8 of Pacific Corporate Center. West of Interstate 5, south of SW Cardinal Lane, and east of SW Sequoia Parkway (WCTM 2S1 12DA, tax lot 200). A request for Site Development Review approval to allow construction of a 21,102 square foot bank building. This represents a major modification to the previously approved SDR 93 -0023. The bank and a 7,200 square foot restaurant to be built later will replace a proposed 25,000 square foot computer retail store which had been included in the previous application. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.68, 18.100, 18.102, 18.106, 18.108, 18.114, 18.116, 18.120, 18.150, and 18.164. ZONE: I -P (Industrial Park) The I -P zoning allows public agency administrative services, public support facilities, professional and administrative services. financial, insurance, and real estate services, business support services, manufacturing of finished products, packaging and processing, wholesale, storage, and distribution among other uses. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by Sep. 6, 1994. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639 -4171. STAFF CONTACT: Colin Burgett PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written Comments: Name of Person Commenting: Phone Number: • • "OC:F:CATIOY. :15: F_ __ Aci ___ • �-/ D R 1. CIT (2) copies _ CPO NO. 2. CITY DEPARTMM -: S ‘/ Building 0"‘-'al/Dave S. ?arks & Recreation Board Police /City Recorder _ Field Operas:ons ✓ Engineering /Michael A. Permits ?acil:tator /Jerree G. _ Long Range ?:arming :Carol 3. SPEC :A: D:S:J!'TS 1 e Dis -'" Ip:ck -up Sox: / , p / Tigard Water . .apartment 8777 SW Burnham St. Tigard. OR 97223 Tualatin Valley Water District _ Unified Sewerage Agency /5NH ?rogra - . 1 _ 6501 SW Taylors Ferry Rd. 155 N. First St. • Tigard, OR 97223 Hillsboro. 03 97124 1 4. AFFECTED JURISDICTIONS Wash. Co. Land Use c Trans?. _ Boundary Commission 150 N. First Ave. 800 NE Oregon St. 816 Suite 540 Hillsboro. OR 97124 Portland. OR 97232 -2109 Brent Curtis - Kevin Martin _ RETRO - GREQISPACES PROGRAM — Mike Borreson Mel Rule (CPA's /ZOA's) - Scott King 600 NE Grand • Fred Eberle Portland. OR 97232 -2736 _ DLCD (CPA's / ZOA's) City of Beaverton 1175 Court St. NE Jim Hendryx - Principal Planner Salem. OR 97310 -0590 PO Box 4755 Beaverton. OR 97076 Other _ Cicy of King Cicy _ City of Deri.am { City Manager City Manager 15300 SW 116th ?0 Box 23483 -3483 King City. OR 97224 Tigard. OR 97224 _ City of Lake Oswego --- City of Portland City Manager Planning Director 380 SW A 1120 5W 5th Lake Oswego. OR 97034 Portland, OR 97204 1 __State Highway Division ODOT Bob Doran Lidwien Rah_ann P0 Box 25412 9002 SE McLoughlin Blvd. Portland, OR 97225 -0412 Milwaukie. OR 97222 _ City of Tualatin PO Box 369 Tualatin. OR 97062 1 5. SPECIAL AGENCIES General Telephone Portland General Elec. Engineering Office — Brian Moore PO Box 23416 14655 5W Old Scholls Fry. Tigard, OR 97281 -3416 Beaverton. OR 97007 _ h - 4 Natural Gas _ M.etr> Area Communications Scott Palmer Jason Hewitt 220 NW Second Ave. TWir. Oaks Technology Center Portland, OR 97209 1815 NW 169th Place 5 -6020 Beaverton, OR 97006 -4886 _ TCI Cablevision of Oregon Linda Peterson _ U5 West 3500 5W Bond St. Pete Nelson Portland. OR 97201 421 SW Oak St. Portland. OR 97204 _ Columbia Cable (Frank Stone) 14200 5W Brigadoon Ct. Tri -Met Transit Dev. Beaverton, OR 97005 — Kim Knox - 710 NE Holladay St. 6. STATE AGENCIES Portland, OR 97232 Aeronautics Div. (ODOT) DOGAlI Division of State Lands _ Commerce Dept. - M.N. Park _ OTHER _ Fish & Wildlife PUC Dept. of Environ. Quality 7. FEDERAL AGENCIES _ Corps. of Engineers Post Office 8. OTHER _ Southern Pacific Transportation Company Duane M. Forney, PLS - Project Engineer 800 NW 6th Avenue. R. 324. Union Station Portland, OR 97209 - 0 0 :El /COMMUNITY NEWSPAPERS INC. Legal 1 5 1994 P.O. BOX 370 PHONE (503) 684 -0360 NotIceTT 7995 BEAVERTON. OREGON 97075 ,( Or S16PRD. Legal Notice Advertising I ti and • ❑ Tearsheet Notice . + t t n +a l tt xwui4 iOnr•.'s - tl++s•3wa•+• a Hall Blvd, I ASITE.DEVEL ORM 0021- 10ENTENNIAL ire on 97223 • ❑ Duplicate Affida i RA-N� `-s►' Ir °M9 ! 4 LOCATION: Lot 88 of Pacific Corporate Center. West of Interstate 5. south of S.W. Cardinal Lane; and east of S.W. Sequoia Parkway (WCTM • 2S 1 12DA, tax lot 200). The Director has approved, subject to conditions, a Site Development Review requesto'allow of,a 21,102 bank building =This represents °aa major modificaiiiiiT to the .previously approved,SDR 93 ;0023 : Bank and a 7,200:square foot res- taurant to be built later'will replace OproPosed 25,000 foot com• AFFIDAVIT OF PUBLICATION puter retail store which had been included in the previous application. AP- PLICABLE REVIEW CRITERIA: Community Development Code Chap- REGON, )-- ters 18.68; 18.100, 18.102, 18.106, 18.108, 18.114, 18.116,:18.120, WASHINGTON, )• storage, and of s finisher „ :18'150;�an, dJ4164.1,ZONE I dustrial Park),gThe 1 zoning allow: Snyder rpublic 'tagency�admints'irattye, support serfitha publigsupport facilities. ' and'adininistiative services ;financial, ins acid real pate c 'is ily sworn, depose and say that I am the Advertising tnes ' support °+•t se y is principal clerk, of thdPiga rrl - Taal at i n Times products, paC aing a and d g wholesale; e e tio among o • of general circulation as defined in ORS 193.010 processing, , who n distributioc a o tf heer r u uses. - .a . Published at Ti rJa rA in the - ' - ,X _ - un and state; that The �.,: - - - , i r� + pt!• » - Ina Petitlon /94 - 0012 Royal Oaks r jT � ' 41"� iy of which is hereto annexed, was published in the 4 mo d, % Y ® � �1 rf said ne wspaper for ONE successive and :1-=:-.! y. . � in the following issues: — , �r 8,1994 . .bz_ f � , ' x :y ; p 'j ' I ,�., • ind sworn afore me this Y Pt '. c��.t _' ?m1','tts3: t44'' ,•l"� : - . ° : :.''-.-;;: Sttt da of Se emb r r i •;• • Notaublic for Oregon e i ion Expires: . .:ssirr • z- Ir. . 10 ; :7,4, icl The adopted finding of facts, decision, and statement of conditions can b obtained from the Planning Department, Tigard Civic Center, 13125 S.VI Hall Blvd., P.O Box 23397, Tigard, Oregon 97223. The decision shall t final on September 21, 1994. Any party to the decision may appeal th decision in accordance with Section 18.32.290(A) and Section 18.32.3 i of the Community Development Code, which provides that a written at peal may be filed within 10 days after notice is given and sent. The dear line for filing of an appeal is 3:30 P.M., September 21, 1994. TT7995 - Publish September 8, 1994. . 1 MEMORANDUM CITY OF TIGARD, OREGON TO: Colin Burgett September 6, 1994 FROM: Michael Anderson, Development Review Engineer)" RE: SDR 94 -0021 CENTENNIAL BANK Description: The applicant requests Site Development Review and approval to construct a 21,102 sft bank building on a site located at the SE corner of SW Cardinal Lane and SW Sequoia Parkway. The site is located within the Pacific Corporate Center and received approval for a different size building per SDR 93 -0023 in March, 1994. This application provides for two smaller buildings but with a total area approximately the same. Findings: 1. TRAFFIC IMPACTS: The original traffic study for the Pacific Corporate Center subdivision was prepared by Mackenzie Engineers in 1988 and provided the guidelines for the subsequent construction of the roads and traffic signals. A revised update report by Mackenzie dated July 19, 1994 indicates that the proposed development is consistent with assumptions of the 1988 report. The access to the new bank building will be provided by driveways from both SW Cardinal Lane and SW Sequoia Parkway. In 1993, SW Cardinal Lane was approved for construction together with the Home Depot development and has been completed. In addition, SW Sequoia Parkway was constructed with the original development in 1989, and the new driveway construction was permitted with the application in March, 1994. Therefore, no further street construction should be required. However, this development is required to pay traffic impact fees (TIF) to help to fund off -site improvements which may be needed in the area as the result of continuing development. 2. STREETS: As noted above, the proposed development will take access from driveways that connect to both SW Cardinal Lane and SW Sequoia Parkway. This driveway construction was approved with the previous application, and is subject to a joint use and maintenance agreement. ENGINEERING COMMENTS SDR 94 -21 CENTENNIAL BANK PAGE 1 • • • /. 3. SANITARY SEWER: The site currently has 8 inch public sanitary sewer lines located within each public street. The lines have sufficient capacity for this development and no additional public improvements are required. 4. STORM SEWER: The site slopes in a southerly direction towards SW Sequoia Parkway. The stormwater run -off will be collected in a private underground system and directed to a water quality facility located on -site between SW Sequoia Parkway and the proposed Building #235 (Office Depot). The final drainage design has also been approved by the previous application and is consistent with both the quality and quantity standards of the Unified Sewerage Agency. The Unified Sewerage Agency has established and the City has agreed to enforce (Resolution and Order No. 91 -47) Surface Water Management Regulations requiring the construction of on- site water quality facilities or fees in -lieu of their construction. The proposed on -site water quality facility will be privately maintained. Recommendations: PRIOR TO THE ISSUANCE OF A BUILDING PERMIT THE FOLLOWING CONDITIONS SHALL BE SATISFIED OR FINANCIALLY SECURED: 1. Washington County has established and the City has agreed to collect Traffic Impact Fees in accordance with Resolution No. 90 -65. The applicant shall pay the fee established for the proposed use. IN ADDITION THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF THE COMMUNITY DEVELOPMENT CODE; THIS IS NOT AN EXCLUSIVE LIST 1. SECTION 18.164 STREET AND UTILITY IMPROVEMENT•STANDARDS. Section 18.164.180 Notice to City Required Work shall not begin until the City has been notified in advance. If work is discontinued for any reason, it shall not be resumed until the City is notified. APPROVED : Randall R. Wo ey, City Engineer n: \engineer \sdr94- 21.mja ENGINEERING COMMENTS SDR 94 -21 CENTENNIAL BANK PAGE 2 III III REQUEST FOR COMMENTS TO: - 2A kit C D 1 DATE: August 25, 1994 FROM: Tigard Planning Department RE: SITE DEVELOPMENT REVIEW SDR 94 -0021 CENTENNIAL BANK LOCATION: Lot #8 of Pacific Corporate Center. West of Interstate 5, south of SW Cardinal Lane, and east of SW Sequoia Parkway (WCTM 2S1 12DA, tax lot 200). A request for Site Development Review approval to allow construction of a 21,102 square foot bank building. This represents a major modification to the previously approved SDR 93 -0023. The bank and a 7,200 square foot restaurant to be built later will replace a proposed 25,000 square foot computer retail store which had been included in the previous application. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.68, 18.100, 18.102, 18.106, 18.108, 18.114, 18.116, 18.120, 18.150, and 18.164. ZONE: I -P (Industrial Park) The I -P zoning allows public agency administrative services, public support facilities, professional and administrative services. financial, insurance, and real estate services, business support services, manufacturing of finished products, packaging and processing, wholesale, storage, and distribution among other uses. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by Sep. 6, 1994. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639 -4171. STAFF CONTACT: Colin Burgett PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written Comments: Name of Person Commenting: 191 `C Phone Number: 36/ R VEST FOR COMMENTS TO: c } (f DATE: August 25, 1994 FROM: Tigard Planning Department RE: SITE DEVELOPMENT REVIEW SDR 94 -0021 CENTENNIAL BANK LOCATION: Lot #8 of Pacific Corporate Center. West of Interstate 5, south of SW Cardinal Lane, and east of SW Sequoia Parkway (WCTM 251 12DA, tax lot 200). A request for Site Development Review approval to allow construction of a 21,102 square foot bank building. This represents a major modification to the previously approved SDR 93 -0023. The bank and a 7,200 square foot restaurant to be built later will replace a proposed 25,000 square foot computer retail store which had been included in the previous application. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.68, 18.100, 18.102, 18.106, 18.108, 18.114, 18.116, 18.120, 18.150, and 18.164. ZONE: I -P (Industrial Park) The I -P zoning allows public agency administrative services, public support facilities, professional and administrative services. financial, insurance, and real estate services, business support services, manufacturing of finished products, packaging and processing, wholesale, storage, and distribution among other uses. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by Sep. 6, 1994. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639 -4171. STAFF CONTACT: Colin Burgett PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: X We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written Comments: Name of Person Commenting: Mike frill Ct_ Phone Number: Y 3 ST • • nice REQUEST FOR COMMENTS TO: cJ(17`Crl DATE: August 25, 1994 FROM: Tigard Planning Department RE: SITE DEVELOPMENT REVIEW SDR 94 -0021 CENTENNIAL BANK LOCATION: Lot k8 of Pacific Corporate Center. West of Interstate 5, south of SW Cardinal Lane, and east of SW Sequoia Parkway (WCTM 2S1 12DA, tax lot 200). A request for Site Development Review approval to allow construction of a 21,102 square foot bank building. This represents a major modification to the previously approved SDR 93 -0023. The bank and a 7,200 square foot restaurant to be built later will replace a proposed 25,000 square foot computer retail store which had been included in the previous application. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.68, 18.100, 18.102, 18.106, 18.108, 18.114, 18.116, 18.120, 18.150, and 18.164. ZONE: I -P (Industrial Park) The I -P zoning allows public agency administrative services, public support facilities, professional and administrative services. financial, insurance, and real estate services, business support services, manufacturing of finished products, packaging and processing, wholesale, storage, and distribution among other uses. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by Sep. 6, 1994. You may use the space provided below or attach a separate letter to return your comments. If you are unable to respond by the above date, please phone the staff contact noted below with your comments and confirm your comments in writing as soon as possible. If you have any questions regarding this matter, contact the Tigard Planning Department, 13125 SW Hall Blvd., Tigard, OR 97223. PHONE: 639 -4171. STAFF CONTACT: Colin Burgett PE CHECK THE FOLLOWING ITEMS THAT APPLY: r We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Writ . {omments: Name of Person Commenting: �L �� C w e- e Lam_ '5/307,y Phone Number: S 7. 'o Z-,Tv j --- - • - -- __ AUG -29 -94 MON 8:35 MSA /MEI FAX NO. 5032749812 P.02 ,_ —. — ,��`_ . �/ r� 'ig ) " 0 / / �� — -- . t / 1 1 t (011-4-1.- ---143 VIVIND 0 .. .... l 0 / I I �e:r: . . . __... .. ... . ., .• .. .., . ...... lc/ , • R I I ftii I � ` . • A I �I z I ° I = Q A A 1 1 N C-0 1 7/ I .I. < 4l,� - • A C —z 0 Lk_ - L.�.J _.� ii y ' \`\\ M 1 ... o `t II of f • DO o � W _ _ -- _.._.JEET -f-._.._. - ) • ii - Y Y w ww _________ Y I -` _. . .. (LUG 110 04 HUH Ur JS t.10,1rr1L1 rr,ii 140. S03CY- W(31L1 1'. 01 MAtanWri Lf3AITO 01 AOOOCIATSvr Architecture • Menially • Interior DeeIgn 503/224 -9570 • FAX 503/228 -1285 MACKENZIE ENGINEERING INCORPORATED Civil • Structural • Surveying • Transportation 503/224 -9500 • FAX 503/228 -1285 ocoo c.w. D anorof stroot P.O. 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