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SDR1994-00026 gxh4°,A • • CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 94 -0026 MINOR LAND PARTITION MLP 94 -0022 PALOMINO POINTE APARTMENTS APPLICATION: A request for the following development applications: 1) Site Development Review approval to allow construction of a 12 building, 160 unit apartment complex with a community building and swimming pool; 2) Minor Land Partition to divide one parcel of approximately 12.68 acres into two parcels of approximately 7.96 and 4.72 acres. Zoning: R -25 (Residential, 25 units per acre). Location: (WCTM 1S1 33DB, tax lot 4300). East of SW 135th Avenue, south of SW Hawk's Beard Street and west of SW 131st Place. 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. Standard half -street improvements, including concrete sidewalk, driveway apron, curb, asphaltic concrete pavement, sanitary sewer, storm drainage, streetlights, and underground utilities shall be installed along the SW Hawk's Beard Street frontage. Improvements shall be designed and constructed to local street standards and shall conform to the alignment of existing adjacent improvements or to an alignment approved by the Engineering Department. The construction shall include an additional 12 foot wide lane on the opposite side of the street for a total pavement width of 28 feet. STAFF CONTACT: Michael Anderson, Engineering Department. 2. Right -of -way shall be dedicated to the public along the frontage of SW Hawk's Beard Street at the easterly edge of the site to increase the centerline tangent between the reversing 200 foot curves to 50 feet. The minimum centerline radius is 167 feet. The legal description shall be tied to the proposed right -of -way centerline as approved by the Engineering Department. STAFF CONTACT: Michael Anderson, Engineering Department (639 -4171) 3. Standard half -street improvements, including concrete sidewalk, removal of existing extruded curb, new concrete curb, asphaltic concrete pavement, sanitary sewer, and underground utilities shall be installed along the SW 131st Court frontage. Improvements shall be designed and constructed to local street standards and shall NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 1 • • conform to the alignment of existing adjacent improvements. The construction shall join the existing 26 foot wide pavement along the westerly side with a new full depth curb, a 5 foot wide sidewalk, and the completion of the cul -sac at the end of the street. STAFF CONTACT: Michael Anderson, Engineering Department (639 - 4171). 4. Right -of -way shall be dedicated to the public along the frontage of SW 131st Court adjacent to the site to increase the street right -of -way from the existing 35 feet to 42 feet and the complete the cul -de -sac with a property line radius of 52 feet to match the existing dedication. The legal description shall be tied to the proposed right -of -way centerline as approved by the Engineering Department. The dedication may be shown on the final partition plat. STAFF CONTACT: Michael Anderson, Engineering Department (639 -4171) 5. The applicant shall submit a revised site plan that aligns the proposed driveway on SW 135th Avenue with the opposing existing driveway on the west side of the street. STAFF CONTACT: Michael Anderson, Engineering Department (639 -4171) 6. The proposed privately operated and maintained storm drainage system plan- profile details shall be provided as part of the public improvement plans. STAFF CONTACT: Greg Berry, Engineering Department (639- 4171). 7. The applicant shall demonstrate that storm drainage runoff can be discharged into the existing drainageways without significantly impacting properties downstream. STAFF CONTACT: Greg Berry, Engineering Department (639- 4171). 8. The applicant shall prepare a drainage plan for review and approval of the Engineering Department, together with the design report for the water quality facility. STAFF CONTACT: Greg Berry, Engineering Department (639- 4171). 9. The applicant shall provide for on -site water quality treatment, as shown on the site plan, and as required by Unified Sewerage Agency Resolution and Order No. 91 -47. Design calculations shall be in conformance with the general requirements of Surface Water Quality Facilities Technical Guidance Handbook, USA, 1991. The water quality facility shall be maintained by the property owner. STAFF CONTACT: Greg Berry, Engineering Department (639- 4171). 10. An erosion control plan shall be provided and shall conform to "Erosion Control Plans - Technical Guidance Handbook, November 1989." STAFF CONTACT: Greg Berry, Engineering Department (639- 4171). 11. The applicant shall obtain a 1200 -C General Permit (NPDES) issued by the City of Tigard pursuant to ORS 468.740 and the Federal Clean Water Act. NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 2 • • STAFF CONTACT: Greg Berry, Engineering Department (639- 4171). 12. Three (3) sets of detailed public improvement plans and profile construction drawings shall be submitted for preliminary review to the Engineering Department. Seven (7) sets of approved drawings and one (1) itemized construction cost estimate, all prepared by a Professional Engineer, shall be submitted for final review and approval (NOTE: these plans are in addition to any drawings required by the Building Division and should only include sheets relevant to public improvements. STAFF CONTACT: John Hagman, Engineering Department (639- 4171). 13. The applicant shall make an appointment for a pre - construction meeting with the City of Tigard Engineering Department after approval of the public improvement plans but before starting work on the site. The applicant, the applicant's engineer and contractor shall be required to attend this meeting prior to receiving the approved plans and permits. 14. The applicant shall provide a construction vehicle access and parking plan for approval by the City Engineer. All construction vehicle parking shall be provided on -site or within the SW Hawk's Beard Street right -of -way adjacent to the site. No construction vehicles or equipment will be permitted to park on the adjoining residential public streets. Construction vehicles include the vehicles of any contractor or subcontractor involved in the construction of the site improvements or buildings proposed by this application, and shall include the vehicles of all suppliers and employees associated with the project. 15. Construction of the proposed public improvements and issuance of Building Permits shall not commence until after the Engineering Department has reviewed and approved the public improvements plans, a street opening permit or construction compliance agreements has been executed, execution of a developer- engineer agreement and payment of all permit fees. A 100 percent performance assurance or letter of commitment is required. STAFF CONTACT: Michael Anderson, Engineering Department (639 -4171) 16. 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. STAFF CONTACT: Michael Anderson, Engineering Department (639 -4171) 17. The water plan shall provide for the westerly extension of the existing 12 inch water line from SW 131st Place to the existing 16 inch water main in SW 135th Avenue. Staff Contact: Mike Miller, City of Tigard Water Department (639- 4171). NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 3 • • 18. The applicant shall provide notice to future property owners that the maintenance of the private storm drain system and on -site water quality facility are the responsibility of the property owners. The Covenants, Conditions and Restrictions shall be approved by the City of Tigard prior to recording with Washington County. Staff Contact: Michael Anderson, Engineering Department. 19. 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. landscape / impervious surface calculations which demonstrate that the site provides a minimum 20% landscaping. b. Shared outdoor recreation calculations. The minimum amount of outdoor recreation space shall be 26,516 square feet. The required recreation space may be provided as follows: 1) all outdoor space; 2) part outdoor and part indoor space; 3) all public or common space; 4) part common and part private, for example, it could be an outdoor tennis court, indoor recreation room and balconies on each unit; 5) where balconies are added to units, the balconies shall not be less than 48 square feet. c. a minimum building separation of 32 feet between buildings A and C and between buildings H and J. d. Swimming pool enclosure shall be provided by a fence or wall with a minimum height of 4 feet with a self - latching door or gate. e. screening of the trash enclosures by a solid wood fence, masonry wall or evergreen hedge between five and eight feet in height. f. Buffering and screening within the east buffer area. This buffer shall consist of at least one row of trees not less than 10 feet high for deciduous trees and 5 feet high for evergreen trees at the time of planting, with the spacing of the trees depending on the size of the tree at maturity. This buffer shall contain at least 30 five gallon or 60 one gallon shrubs. The remaining area shall be planted in lawn, groundcover or spread with bark mulch. In addition, the following screening is required: 1) a hedge of narrow or broadleaf evergreen shrubs which will form a 4 foot continuous screen within 2 years of planting, or; 2) an earthen berm planted with evergreen plant materials which will form a continuous screen 6 feet in height within 2 years. The unplanted portion of the berm shall be planted in lawn, ground cover or bark mulch, or; 3) a 5 foot NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 4 411 i . • or taller fence or wall shall be constructed to provide a continuous sight obscuring screen. g. compliance with vision clearance criteria. h. handicapped accessible spaces which comply with Uniform Building Code Chapter 31.04G. i. 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. The applicant shall also obtain from the disposal hauler a written sign -off on the location of and the compatibility of facilities. j. revised landscape plan shall coincide with the revised site plan stamped and recieved by the planning department on January 9, 1995. 20. A wetlands delineation shall be required to determine or verify the boundary of the wetlands. A revised site plan shall be required should the delineation redefine the boundary. This plan should reflect the new boundary and buffer area. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO ISSUANCE OF OCCUPANCY PERMITS: 21. The applicant shall contact the Tigard Police Department for review and approval of the address signage of this development and also for approval of the exterior lighting plan for this development. 22. All site improvements shall be installed as per the approved revised site plans. IN ADDITION THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF THE COMMUNITY DEVELOPMENT CODE; THIS IS NOT AN EXCLUSIVE LIST 1. SECTION 18.120.060 BONDING AND ASSURANCES A. On all projects where public improvements are required the Director shall: 1. Require a bond in an amount not grater than 100 percent of other adequate assurances as a condition of approval of the site development NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 5 • • plan in order to ensure the completed project is in conformance with the approved plan; and 2. Approve and release such bonds. B. The bond shall be release when the Director finds the completed project conforms to the approved site development plan and all conditions of approval are satisfied. 2. 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. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO THE RECORDING OF THE FINAL PLAT: 23. Filing and Recording A Within 60 days of the City review and approval, the applicant shall submit the final plat to the County for signatures of County officials as required by ORS Chapter 92. B. Upon final recording with the County, the applicant shall submit to the City a duplicate original mylar copy of the recorded final plat. Final Plat Application Submission Requirements A. The original and two duplicate mylar copies of the partition plat prepared by a land surveyor licensed to practice in Oregon, and necessary data or narrative. B. The partition plat and data or narrative shall be drawn to the minimum standards set forth by the Oregon Revised Statutes (ORS 92.05), Washington County, and by the City of Tigard. C. Street centerline monumentation shall be provided as follows: a) Centerline Monumentation NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 6 • • • 1) In accordance with Oregon Revised Statutes 92.060, subsection (2), the centerline of all street and roadway rights -of -way shall be monumented before the City accepts a street improvement. 2) The following centerline monuments shall be set: A) All centerline - centerline intersection points. B) All cul -de -sac center points. C) Curve points, beginning and ending points (PC's and PT's). b) Monument Boxes Required 1) Monument boxes conforming to City standards will be required around all centerline intersection points, cul -de -sac center points, and curve points. 2) The tops of all monument boxes shall be set to finished pavement grade. STAFF CONTACT: John Hadley, Engineering Dept. (639- 4171). THIS APPROVAL IS VALID IF EXERCISED WITHIN EIGHTEEN MONTHS OF THE DATE OF THE FINAL DECISION. SECTION II. FINDINGS OF FACT 1. Backround: The property was annexed into the City of Tigard in 1987. The property was involved in a local improvement district to improve SW 135th Avenue. A Site Development Review , Minor Land Partition and Variance (SDR 88 -25 / MLP 88 -16 / V 88 -39) was approved for a partition and development of a 266 unit apartment complex in 1988. No other development applications have been reviewed by the City relating to this property. 2. Vicinity Information: NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 7 • • SW Scholls Ferry Road and the City of Beaverton lie north of the subject property. A church and the Summerlake subdivision are to the northeast and these properties are zoned R -7 (Residential, 7 units per acre). Adjacent property to the north and south are currently vacant, with the southern property owned by the City of Tigard for open space. Adjacent property to the east is developed with Castles at Brittany subdivision and is zoned R -12 (Residential, 12 units per acre). Property to the west is zoned R -25 (Residential, 25 units per acre). The surrounding area is predominantly developed with single family residential development. 3. Site Information and Proposal Description: The site is zoned R -25, (Residential, 25 units per acre). The approximately 13 acre site has a dedicated greenway in the middle of the site. Summer Creek runs in an east - west direction and contains both floodplain and wetland area. The applicant is proposing to partition the property to create parcels of approximately 7.96 and 4.72 acres, and will create parcels which are currently defined by the greenway property boundaries. The applicant is proposing to construct a twelve building, 160 unit apartment complex, with a swimming pool and community building on the northern parcel which is created through the partition. The project will have two access drives onto SW Hawk's Beard Street and one onto SW 135th Avenue. 4. Other Staff Comments: The City of Tigard Building Division has reviewed this proposal and has offered the following comments: Storm system at the south property line drains the adjacent neighbor, greenway of Summer Creek. The City of Tigard Maintenance Services Department has reviewed this proposal and has offered no objections. The City of Tigard Water Department has reviewed this proposal and has offered the following comments: Although this is a preliminary review, the water system is not in compliance with City water standards. Water mains are to be located on the east and south side of the street (public and private) centerline approximately 7' from face of curb. Water mains are to have a minimum of 10' horizontal separation between water and sanitary sewer lines. All water mains to have a minimum of 36 inches of cover and the existing 12- inch water main on SW Hawks Beard Street will need to be extended along the proposed Hawks Beard extension with connection to the existiong 16 -inch water main NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 8 • 4110 on SW 135th Avenue. Fire hydrant placement and location will be reviewed jointly with Tualatin Valley Fire and Rescue and the Water Division. The Tigard Police Department has reviewed this proposal and has offered the following comments: A lighting fixture on a pole in the childrens play area. Police Department would recommend that it be mounted on a pole such as is proposed for the KIM SAR3 no house side sheild. A single head luminaire should be adequate in the 150W HPS range. Exact positioning of the fixture should be to maximize the lighting in the play area. (See lighting plan page El for exact area of concern). KIOSK directories of the complex should be installed at each of the three entrances. Contact Kelley Jennings for review and approval of plans. 5. Agency Comments: The Washington County Land Use and Transportation Department has the following comments: A traffic analysis for this development proposal is being performed by the County Traffic Analyst, whose findings and recommendations will be forwarded to the City at the time of completion of the review. This review and the recommended conditions of approval which will be developed as part of that review are required by Resolution and Order 86 -95 and Section 501 - 8.2.B of the Community Development Code. I. PRIOR TO FINAL APPROVAL AND ISSUANCE OF A BUILDING PERMIT BY THE CITY OF TIGARD: A. Submit to Land Development Services (Public Assurance Staff, Tracy Stone /Carolyn Cook, 648 - 8761): 1. Completed "Design Option" form. 2. $750.00 Administration Deposit. NOTE: Any portion of the Administration Deposit not used by Washington County for plan approval, field inspections, and contract administration will be returned to the applicant. If at any time during the project, the County's costs are higher than the amount deposited, Washington County will bill the applicant the amount needed to cover its costs. NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 9 • • 3. Two (2) sets of complete engineering plans for the construction of the following public improvements: Any additional off -site safety improvements found to be required for compliance with R &O 86 -95 upon completion of the County Traffic Analyst's review. B. Obtain a Washington County Facility Permit upon completion of the following: Obtain Engineering Division approval and provided a financial assurance for the construction of the public improvements listed in conditions I.A.3. NOTE: The Public Assurance staff (Tracy Stone /Carolyn Cook, 648 -8761) of Land Development Services will send the required forms to the applicant's representative after submittal and approval of the public improvement engineering plans. II. PRIOR TO OCCUPANCY The road improvements required in by conditions I.A.3. above shall be completed and accepted by Washington County. The Unified Sewerage Agency of Washington County has reviewed this proposal and has offered the following comments: 1) A 25 foot undisturbed corridor should be provided separating the necessary site construction from the wetlands. If the corridor must be disturbed, a detailed restoration plan should be made part of the submittal, and the restored buffer should be no steeper than 4 horizontal to 1 vertical. Native Oregon plant materials should be used to upgrade the protective corridor. 2) A water quality facility is necessary. The facility shown in the preliminary design is not appropriate. Water quality facility shall not be placed in the wetland and should not be placed in the protective corridor unless the corridor is widened to compensate for the intrusion. Maintenance access must be provided. NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 10 • • 3) Developer should sign an agreement to provide maintenance of the water quality facility. The agreement should include heirs and assigns and should be recorded with the County. 4) Applicant's engineer should evaluate adjacent properties to see if extension of services through this site is necessary. 5) No construction should begin until all state and federal permits are issued. STAFF CONTACT: Lee Walker, Unified Sewerage Agency (648- 8621). Tualatin Valley Fire District, General Telephone and Electronics and Portland General Electric have reviewed this application and have offered no comments or objections. No other comments have been recieved. SECTION III. ANALYSIS AND CONCLUSION A. COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECTIONS: Use Classification: The applicant is proposing to build a twelve building, 160 unit apartment complex. This proposal is classified in Code Section 18.42 (Use Classifications) as Multiple - Family Residential Units. Code Section 18.56.030 allows Multiple - Family dwellings as a permitted use in the R -25 zoning district. Minimum Lot Area: Section 18.56.050 states that the minimum lot area for each multi - family unit in the R -25 zoning district is 1,480 square feet. There is no minimum lot width requirement in the R -25 zone. The proposed 160 units require a site size of 236,800 square feet. The net site area is approximately 294,726 square feet thereby meeting this standard. Developments within the R -25 zone are required to provide a minimum of 20% landscaping. The applicant shall submit landscape / impervious surface calculations which demonstrate compliance with this requirement. Setbacks: Section 18.56.050 states that for multi - family dwellings the setbacks are as follows: front yard - 20 feet; side yard - 10 feet; side yard which abuts a more restrictive zone - 30 feet; rear yard - 20 feet. As indicated on the site plan, the proposal meets the setback requirements. The maximum building height is 45 feet. As shown on the exterior elevation plans (A7.1 - A7.7), the proposed buildings are approximately 36 feet in height, well under the maximum allowed. Section 18.120.180(A)(1) (Site Development Review - Approval Standards) requires that a development proposal be found to be consistent with the various standards of other Community Development Code Chapters. The applicable criteria in this case are NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 11 • • chapters 18.92, 18.96, 18.100, 18.102, 18.106, 18.108, 18.114, 18.120, 18.134, 18.150, and 18.164. The proposal's consistency with these Code Chapters is reviewed in the following sections. The proposal contains no elements related to the provisions of Code Chapters 18.94 (Manufactured/ Mobile Home Regulations), 18.98 (Building Height Limitations: Exceptions), or 18.144 (Accessory Use and Structures) which are also listed under section 18.120.180.A.1. These Chapters are therefore found to be inapplicable as approval standards. Code section 18.120.180.A.2 provides other Site Development Review approval standards not necessarily covered by the provisions of the previously listed sections. These other standards are addressed immediately below. Relationship to the Natural and Physical Environment: Section 18.120.180.2 states that buildings shall be located to preserve existing trees and that trees having a six inch caliper or greater shall be preserved or replaced by new plantings of equal character. This parcel had previously been used as agricultural land and as such does not contain trees which would require preservation. Exterior Elevations: Section 18.120.108.3 states that along the vertical face of multiple - family structures, offsets shall occcur at a minimum of every 30 feet by providing any two of the following: a) Recesses (decks,patios, etc.); b) Extensions (decks, patios, etc.); or c) Offsets or breaks in roof elevations. As indicated on the preliminary building elevations plans (sheets A7.1 - A7.6) the design shows both recesses and roof elevation offsets, in accordance with this section. Buffering, Screening and Compatibility between adjoining uses: Section 18.120.108.4(A) states that buffering shall be provided between different types of land uses. This criteria shall be satisfied as addressed in the Buffer Matrix (18.100.130) section below. Section 18.120.108.4(B) states that on -site screening from view of adjoining properties of such things as service and storage areas, parking lots, and mechanical devices on roof tops shall be provided. This criteria is satisfied as the landscape plan indicates screening around the parking area adjacent to SW 131st Place and within the required buffer area. Privacy and Noise: Section 18.102.108.5 requires that structures which include residential dwelling units shall provide private outdoor areas for each ground floor unit which is screened from view by adjoining units, that the buildings shall be oriented in a manner which protects private spaces on adjoining properties from view and noise, and on -site uses which create noise, lights, or glare shall be buffered from adjoining residential uses. Only one parcel directly adjoins the proposed development site. This parcel is on the south end of SW 131st Place. The remaining lots on SW 131st Place are buffered from the proposed development by a 30 foot buffer as well as the SW 131st Place right -of -way. The proposed building D has been sited so as to screen the existing houses across SW 131st Place from the building entrances, driveways and parking areas. The parking area between buildings D and F shall be screened, in NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 12 • • • • addition to providing a 30 foot setback, so that the adjoining property should be free from lights and glare. On -site private space has been satisfied as there is building seperation between each ground floor patio. The building design also provides for an offsetting of the patios so that a direct line of site of other patios is not provided. Private Outdoor Areas: Section 18.102.108.6. requires that private open space such as a patio or balcony shall be provided and shall be designed for the exclusive use of individual units and shall be at least 48 square feet in size with a minimum width dimension of 4 feet. Required open space may include roofed or enclosed structures such as a recreation center. This criteria is satisfied as the applicant is proposing both balconies and a recreation center. Shared Outdoor Recreation Areas: Section 18.102.108.7 states that in addition to subsections 5 and 6 above, usable outdoor recreation space shall be provided in residential developments for the shared or common use of all the residents in the amount of 200 square feet per unit for studio up to and including two - bedroom units and 300 square feet per unit for three or more bedroom units. The required recreation space may be provided as follows: 1) all outdoor space; 2) part outdoor and part indoor space; 3) all public or common space; 4) part common and part private, for example, it could be an outdoor tennis court, indoor recreation room and balconies on each unit; 5) where balconies are added to units, the balconies shall not be less than 48 square feet. Shared outdoor recreation space shall be readily observable for reasons of crime prevention and safety. This development requires 26,516 square feet of shared outdoor recreation area (116 units @ 144s.f. and 44 units @ 223s.f.). A swimming pool and community building are provided on -site for shared recreation purposes, as well as play and lawn area. The applicant shall provide calculations on the area for shared outdoor recreation. These calculations shall demonstrate that this project provides outdoor recreation area that is in accordance with the provisions of this section. Demarcation of spaces: crime prevention: Section 18.102.108.9 states that structures and site improvements shall be designed so that public areas, semipublic areas and private outdoor areas are clearly defined in order to establish persons having a right to be in the space, in order to provide for crime prevention and to establish maintenance responsibility. The Tigard Police Department has requested, in similiar developments, that appropriate signage be placed at entrances to apartment complexes and that adequate addressing be placed on unit entrances so that emergency service providers can locate units quickly. The developer should therefore be required to contact the Police Department prior to obtaining occupancy permits for the complex for review and approval of the address signage of this development. Crime Prevention and Safety: Section 18.102.108.10 requires that windows be located so that areas vulnerable to crime can be surveyed by the occupants; interior laundry and service areas shall be located in a way that can be observed by others; mail boxes NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 13 • • • located in lighted areas having vehicular or pedestrian traffic; exterior lighting levels selected and angles shall be oriented towards areas vulnerable to crime; and light fixtures shall be provided in areas having pedestrian or vehicular traffic and in potentially dangerous areas. As noted by the Police Department, lighting is recommended in the children's play area. The developer should therefore be required to contact the Police Department prior to obtaining building permits for the complex for review and approval of the exterior lighting plan for this development. Density Computation: Section 18.92 establishes the criteria for determining the number of dwelling units permitted. In determining the net acreage, the following are subtracted from the gross acreage: sensitive land area; park dedication; dedicated public right -of -way and private streets. Only land dedicated for public right -of -way is applicable to this proposal and need be subtracted. To calculate the net units per acre, it is necessary to divide the net acreage by the minimum number of square feet required for each lot by the applicable zoning district. The subject site contains approximately 7.96 acres or approximately 346,737 square feet. Section 18.92.020(3)(b) requires the subtraction of 15% of the gross area for public facilities, or 52,010 square feet. The resulting net acreage is 294,726 square feet. Dividing by 1,480 square feet per unit results in 199 net units. The applicant is proposing 160 units, thereby satisfying this criteria. Sensitive Lands: Wetlands. Section 18.84. The preliminary site plan indicates that the property line is the same as the delineated wetland boundary. As drawn on the preliminary plan, the buildings are outside of wetland and the required 25 foot wetland buffer area. However, it is not clear that the property line / wetland boundary as shown on the preliminary plans is in fact the delineated wetland boundary. Inconsistencies in the 1988 site development review plans and the location of the wetland on the abutting property to the east lead staff to believe that the wetland is located further north than that shown on the preliminary plan submitted for this 1994 application. The site plan (SDR 88 -25), as submitted by Centron of Oregon Corporation in 1988, delineates the wetland boundary differently than as shown on the current submittal. The 1988 boundary shows a curvature in the boundary such that the wetland is approximately 345 feet south of the northeast corner property boundary (current plans location at approximately 380). This 1988 plan, which delineates the wetland boundary approximately 345 feet south of the northeast corner, generally approximates the location of the delineated wetland conducted for the adjacent "Castles at Brittany" subdivision. Therefore, a new wetlands delineation shall be required to determine the wetland boundary. If this delineation determines that the boundary is in fact further north than proposed, and generally matches with the adjacent wetland, then the applicant will be required to revise the site plan to incorporate this new boundary and required 25 foot buffer or the applicant could apply for a sensitive Lands permit to NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 14 • • • encroach within the wetland if the boundary is different than currently shown and the applicant desires to retain the proposed site plan. Additional Yard Setback Requirements: Section 18.96.020 requires that the building setback on SW 135th Avenue (a collector street) shall be the setback distance required by the zoning district plus 30 feet measured from the centerline of the street. The side yard, corner setback of the R -25 zone is 10 feet. As indicated on the site plan, these setback standards are satisfied. Distance Between Multiple - Family Structures: Section 18.96.030 states that buildings with windowed walls facing buildings with windowed walls shall have a 25 foot separation, buildings with windowed walls facing buildings with a blank wall shall have a 15 foot separation, buildings with opposing blank walls shall have a 10 foot separation. Where buildings exceed a horizontal dimension of 60 feet or exceed 30 feet in height, the minimum wall separation shall be one foot for each 15 feet of building length over 50 feet and two feet for each 10 feet of building height over 30 feet. This section is applicable to buildings A,C,F,G,H, and J. The proposed building lengths are approximately 150 feet, with hieghts of approximately 36 feet respectively. The building elevation plans (sheets A7.1 - A7.6) show that these buildings have windowed walls facing windowed walls. The required separation is therefore 25 feet. There is an additional 7 foot seperation required because the lengths are greater than 50 feet long. The total building separation required for these building therefore is 32 feet. The seperation between buildings A and C and between buildings H and J are not in compliance with this section. As indicated on the site plan, the remaining buildings are in compliance. A revised site plan shall be submitted which provides for a 32 foot seperation between buildings. In addition, driveways, parking lots and walkways shall maintain the following separation for dwelling units within eight feet of the ground level: 1) driveways and parking lots shall be separated from windowed walls by at least eight feet; walkways running parrallel to the face of the structures shall be separated by at least five feet; and 2) driveways and parking lots shall be separated from living room windows by at least 10 feet; walkways running parrallel to the face of the structure shall be separated by at least 7 feet. As indicated on the site plan, all buildings satisfy the parking lot and walkway separation requirements. 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 NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 15 • 40 feet apart depending on the size classification of the tree at maturity (small, medium or large). The landscape plan shows Summit Ash and Red Sunset Maple trees along both frontages, in accordance with the provisions of this section. 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 minimum dimension of the landscape islands shall be three feet and the landscaping shall be protected from vehicular damage by some form of wheel guard or curb. Landscaped parking areas shall include special design features which effectively screen the parking lot areas from view. As indicated on the site plan, parking lot trees and screening have been provided in accordance with this section. Screening of Swimming Pools: Section 18.100.110(C) states that all swimming pools shall be enclosed as required by Chapter 14.20 of the Tigard Municipal Code. The enclusure shall be provided by a fence or wall with a minimum height of 4 feet with a self - latching door or gate. A revised plan shall be submitted which provides the specifications showing compliance with this section. Screening of Refuse Containers: Section 18.100.110(D) states that any refuse container or disposal area shall be screened from view by placement of a solid wood fence, masonry wall or evergreen hedge between five and eight feet in height. All refuse materials shall be contained within the screened area. A revised site plan shall be submitted which shows that the trash enclosure is screened in accordance with this section. Buffer Matrix: Section 18.100.130 contains the buffer matrix to be used in calculating widths of buffering and screening to be installed between proposed uses. The Matrix indicates that where a multi - family development abuts a residential zone with a single - family use, the required buffer and screening width shall be 10 feet. Section 18.100.080.D contains the minimum improvement standards for the buffering area. The minimum improvements within a buffer area shall consist of the following: 1) At least one row of trees shall be planted. They shall be not less than 10 feet high for deciduous trees and 5 feet high for evergreen trees at the time of planting. Spacing of the trees depends on the size of the tree at maturity; 2) In addition, at least 10 five gallon shrubs or 20 one gallon shrubs shall be planted for each 1000 square feet of required buffer area; 3) The remaining area shall be planted in lawn, groundcover or spread with bark mulch. The east buffer area contains approximately 3800 square feet respectively. Therefore, this buffer shall contain 30 five gallon or 60 one gallon shrubs, in addition to the one row of trees. A revised landscape plan shall be submitted indicating landcaping and screening along the east buffer area in accordance with this section. NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 16 . . • • Section 18.100.080.E states that where screening is required the following standards shall apply in addition to those required for buffering; 1) a hedge of narrow or broadleaf evergreen shrubs which will form a 4 foot continuous screen within 2 years of planting, or; 2) an earthen berm planted with evergreen plant materials which will form a continuous screen 6 feet in height within 2 years. The unplanted portion of the berm shall be planted in lawn, ground cover or bark mulch, or; 3) a 5 foot or taller fence or wall shall be constructed to provide a continuous sight obscuring screen. A revised landscape plan shall be submitted indicating landcaping and screening along the east buffer area in accordance with this standard. 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 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. The revised landscape plan shall be reviewed for compliance with this criteria. Minimum Off -Street Parking: Section 18.106.030(A)(3) requires a minimum of 1.5 parking spaces for 1 bedroom units and 2 spaces for units with more than 1 bedroom. The applicant is proposing 46 one bedroom units and 114 one -plus bedrooms thereby requiring 297 parking spaces. In addition, section 18.106.020(G) states that multi- dwelling units with more than 10 required parking spaces shall provide shared parking for the use of all of the guests of all of the residents of the complex. The shared parking shall consist of 15 percent of the total required parking spaces and be centrally located within the development. The required number of shared parking spaces is 44. The total number of required parking spaces is therefore 342. This requirement is satisfied as the proposed site plan shows the provision of 342 parking spaces. The Americans with Disabilities Act (ADA) requires 8 disabled parking spaces if 301 to 400 parking spaces are provided. The proposed site plan shows the provision of 8 disabled person parking spaces distributed throughout the site. As shown on the plan, handicapped spaces are not in compliance with ADA requirements. A revised plan shall be submitted which complies with Uniform Building Code Chapter 31.04G. It is recommended that several of these designated handicapped parking spaces be relocated under cover to better serve the needs of both handicapped residents of the proposed development and handicapped visitors. NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 17 • • • 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. Based on the provision of 342 parking spaces, 23 bicycle parking spaces will be required for this development. The site plan shows the provision of approximately 25 bicycle racks, thereby satisfying this requirement. Access: Section 18.108.070(D) requires that multiple - family residential uses provide a minimum of two driveways plus one additional driveway to a public street for every 200 units or portion thereof in excess of 100 units. The minimum access width shall be 30 feet, with 24 feet of pavement, curbs and a 5 foot sidewalk. The site plan indicates the provision of 160 units, therefore 3 accesses shall be required for this development. This section is satisfied as the site plan shows the provision of 3 access drives with pavement widths of 24 feet or more and sidewalks which lead into the development. Walkways: Section 18.108.050(B) requires that within multi - family developments each residential dwelling shall be connected to the vehiclular parking area, and common open space and recreation facilities shall be connected by a walkway system having a minimum width of four feet and constructed of an all weather material. As indicated on the site plan, walkways are satisfactorily provided. Signs: Section 18.114.130 (B) lists the type of allowable signs and sign area permitted in the R -25 zone. All signs shall be approved through the Sign Permit process as administered by the Planning Division. Mixed Solid Waste and Recyclables 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. The applicant shall also obtain from the disposal hauler a written sign -off on the location of and the compatibility of facilities. Tree Removal: Section 18.150 contains standards for obtaining a permit for removal of trees having a trunk six inches or more in diameter when measured four feet above the ground. This requirement will be satisfied as a tree removal permit will be required for the removal of trees with trunk diameters of six inches or more in diameter. B. PUBLIC FACILITY CONCERNS: NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 18 •-:. • • 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 applicant has submitted a traffic access report entitled "Palomino Point Apartments ", as prepared by David Evans and Associates, Inc., dated October 20, 1994. The report addresses the traffic impact of the proposed apartment project as it relates to the surrounding street systems.The report concludes that the traffic generated by the proposed project will not unduly affect any of the adjacent streets or intersections, existing and proposed. The traffic report indicates that a left -turn refuge for the southbound traffic on SW 135th Avenue may be required. This option will be reviewed after completion of the project by the City Engineer. 2. STREETS: As noted, the site is located at the southeast corner of SW 135th Avenue and proposed SW Hawk's Beard Street. SW 135th Avenue is classified as a Minor Collector on the Comprehensive Plan and SW Hawk's Beard Street is a local street that would extend from SW 135th Avenue on the west to SW Summer Lake Drive on the east. The construction of SW 135th Avenue was completed by a Local Improvement District in 1989. No further improvements are required. However, the proposed driveway should align with the driveway on the westerly side of SW 135th Avenue. The right -of -way for SW Hawk's Beard Street was established by deed in 1989 at 50 feet. The applicant should be required to construct the standard one -half street improvements plus an additional lane on the opposite site of the street to provide a total pavement width of 28 feet to accommodate the proposed driveways to the site. The site is bounded on the east by the existing right -of -way for SW 131st Court which was improved with a 26 foot wide roadway within a 35 foot right -of -way in the "Castles at Brittany" subdivision. The applicant should dedicate additional right -of -way to provide for the construction of the pavement on the westerly side of the cul -de -sac at the end of the street, and the along the apartment site frontage. The existing extruded curb should be replaced with a standard full depth PCC curb. The street connection to the existing pavement in SW Hawk's Beard Street, at the easterly edge of the site, adjacent to the intersection with SW 131st Court, should be re- designed to provide for a 50 foot tangent between the reversing 200 foot centerline curves. The new standards for local streets allow a reduction in the centerline radius to 167 feet. The applicant should show the additional street dedication for SW Hawk's Beard Street and SW 131st Court on the plat for the Minor Land Partition. NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 19 • • • • 3. SANITARY SEWER: The site is served by the existing 8" public sewer located within SW 131st Court and the sewer has sufficient capacity for the new development. The preliminary utility plan shows a connection to this sewer which should be constructed at a 90° angle. 4. STORM SEWER: The site slopes in a southerly direction to the contiguous Summer Creek. The proposed drainage plan incorporates a private underground system that drains the site to a water quality swale on -site for the low -flow summer condition and an overflow pipe that drains into the creek. The final design should include provisions for energy dissipation at the end of the pipe. 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. As noted above, the applicant is proposing an on -site water quality facility which will be required to adhere to USA design standards and after construction will be maintained by the property owner. SECTION IV - FINDINGS AND CONCLUSIONS - Minor Land Partition The applicant is proposing to partition the approximately 12.68 acre parcel into two parcels of approximately 7.96 and 4.72 acres. The proposed propery lines will coincide with the existing dedicated greenway, which is located in the middle of the subject property. Section 18.162.040 contains the following general approval criteria for a Minor Land Partition: 1. The proposal conforms with the City's Comprehensive Plan; 2. The proposed partition complies with all statutory and ordinance requirements and regulations; 3. Adequate public facilities are available to serve the proposal; 4. All proposed lots conform to the size and dimensional requirements of this title; and NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 20 • • 5. All proposed improvements meet City and applicable agency standards (Ord. 89 -06; Ord. 83 -52). The proposal conforms with the City's comprehensive plan in that the newly created lots will continue to allow for residential development. This proposal therefore is not in conflict with the Medium High Density Comprehensive Plan designation. This proposed partition complies with all statutory and ordinance requirements and regulations as demonstrated both by the analysis presented within this administrative decision and by this application and review process. Adequate public facilities are available to serve the proposal. Section 18.162.050 contains the following special provisions for lots created through the Partition Process: A. Lot Width: The minimum width of the building envelope area shall meet the lot requirement of the applicable zoning district. B. Lot Area: The lot area shall be as required by the applicable zoning district. In the case of a flag lot, the accessway may not be included in the lot area calculation. C. Lot Frontage: Each lot created through the partition process shall front a public right -of -way by at least 15 feet or have a legally recorded minimum 15 foot wide access easement. D. Setbacks: Setbacks shall be as required by the applicable zoning district. E. Front Yard Determination for Flag Lot: When the partitioned lot is a flag lot, the developer may determine the location of the front yard, provided that no side yard is less than 10 feet. Structures shall generally be located so as to maximize separation from existing structures. F. Screening on Flag Lots: A screen shall be provided along the property line of a lot of record where the paved drive in an accessway is located within ten feet of an abutting lot in accordance with Sections 18.100.080 and 18.100.090. Screening may also be required to maintain privacy for abutting lots and to provide usable outdoor recreation areas for proposed development. NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 21 III III G. Fire Protection: The fire district may require the installation of a fire hydrant where the length of an accessway would have a detrimental effect on fire fighting capabilities. H. Reciprocal Easements: Where a common drive is to be provided to serve more than one lot, a reciprocal easement which will ensure access and maintenance rights shall be recorded with the approved partition map. I. Accessway: Any accessway shall comply with the standards set forth in Chapter 18.108, Access, Egress, and Circulation. J. Where landfill and/or development is allowed within or adjacent to the one - hundred -year floodplain, the City shall require the dedication of sufficient open land area for greenway adjoining and within the floodplain. This area shall include portions at a suitable elevation for the construction of a pedestrian/bicycle pathway with the floodplain in accordance with the adopted pedestrian/bicycle pathway plan. Criteria A is satisfied as there is no minimum lot width requirement in the R -25 zone. The minimum lot size requirement in the R -12 zone is 3,050 square feet for single family and 1,480 square feet for multi - family development. The proposed lot areas are approximately 7.96 and 4.72 acres, thereby exceeding the minimum lot area requirements of criteria B. Criteria C is satisfied as the proposed lots have over 300 feet of frontage on SW 135th Avenue, thereby exceeding the 25 foot frontage requirement. Setbacks for parcel 2 shall be reviewed when it is built upon. As indicated on the site plan, parcel 1 is in compliance with the setback requirements of the R- 25 zone, thereby satisfying Criteria D. Criteria E and F are not applicable because niether lot is a flag lot. Fire hydrants shall be consistent with Uniform Fire Code standards thereby satisfying Criteria G. Criteria H is not applicable as a reciprocal access easement is not needed for this partition. Criteria I is satisfied on parcel 1 as indicated on the site plan. Access requirements on parcel 2 shall be reviewed when it is built upon. Criteria J is not applicable as these lots are not within the floodplain. The area within the flooplain has been dedicated to the City of Tigard. Section 18.88.010(Solar Access) states that all newly created lots within the City of Tigard shall promote the use of renewable energy sources by providing NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 22 • for improved access to sunlight for residential dwellings. (A lot meets the basic requirement if it has a north -south dimension of 90 feet or more and has a front lot line that is oriented within 30 degrees of a true east -west axis.) The • northern parcel meets the orientation and depth requirements. The southern parcel is exempt due to existing street locations. Opportunities for solar access on the southern lot will likely be reviewed in the future as this parcel is likely to be developed. 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 A--/c- 95 2. Final Decision: THE DECISION SHALL BE FINAL ON 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, Oregon. The deadline for filing of an appeal is 3:30 p.m. . 4. Questions: 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: 4 ht-tc7e_A.tc c/5 /9.5 William D'Andrea Date Assistant Planner °L/ ` /3 Approved by: Dick Bewersdorff Date Senior Planner NOTICE OF DECISION SDR 94 -0026 / MLP 94 -0022 PALOMINO POINTE PAGE 23 i • FLU 1 ♦ vim ill . , ,�, Ill ., ROOD 1 .4, r �► �► � `S � �__ „7 0.,444,„2. 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That I served NOTICE OF PUBLIC HEARING FOR: X That I served NOTICE OF DECISION FOR: X 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 persons at the address shown on the attached list (marked Exhibit "B ") on the 3rd day of February, 1995, said NOTICE OF DECISION as hereto attached, was posted on an appropriate bulletin board on the 3rd day of February, 1995; and deposited in the United States Mail on the 3rd day of February, 1995, postage prepaid. ' repared Noti• = i- Subscribed and sworn/affirmed before me on the 'ff day o ' i. _ 1 •./_` t OFFICIALL ( �Lf /�7x r i/ �' ` • / / I "r 'r ■a"L+ F tEABdE RSj. JI~LDERKS V NOTARY PUBLIC- OREGON �} NOTARY P OF GREG { „�..� ) ` DOII/MISSION 80.008977 t �v COfttI1 ISSION EXP1RE� SEI T. 7, 1996 ( My Commissi' Expires: 7 / 95 Z ?ter �J- — .. �� 1:: (SDR 94 -0026 MLP 94- 0022/PALOMINO POINTE APARTMENTS/SCHOLLS FERRY ROAD L.L.CJDIRECTOR'S NOTICE OF DECISION) /I 1 PROPOSAL DESCRIPTION FILE NO: SDR 94 -0026 / MLP 94 -0022 FILE TITLE: Palomino Pointe APPLICANT: Palomino Pointe Apt. OWNER: Scholls Ferry Road L.L.C. 111 SW 5th, Suite 2260 111 SW 5th, Suite 2260 Portland, OR 97204 Portland, OR 97204 REQUEST: A request for the following development applications: 1) Site Development Review approval to allow construction of an 11 building, 164 unit apartment complex with a community building and swimming pool; 2) Miwr Land Partition to divide an approximately 12.6a two parcels of approximately 7.96 and 4 .72 Cscruare fee, APPLICABLE REVIEW CRITERIA: Community Development Code Sections 18.56, 18.92, 18.96, 18.100, 18.102, 18.106, 18.108, 18.114, 18.116, 18.120, 18.150, 18.164. LOCATION: (WCTM 1S1 33DB, tax lot 4300). East of SW 135th Avenue, north of Summer Creek, and south of SW Scholls Ferry Road Street. ZONE: R -25 (Residential, 25 Units per acre) The R -25 zone allows single family attached /detached residential units, multiple - family residential units, residential care facilities, mobile home parks and subdivision, public support services, family day care, home occupation, temporary use, residential fuel tank, and accessory structures. CIT: West CIT REPRESENTATIVE: Joe Koszarek PHONE NUMBER: 684 -8500 CHECK ALL WHICH APPLY: X STAFF DECISION COMMENTS DUE BACK TO STAFF ON 1993 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 _ OTHER: STAFF CONTACT: Will D'Andrea - 639 -4171 • • 41%. CITY OF TIGARD, OREGON SITE DEVELOPMENT REVIEW APPLICATION CITY OF TIGARD, 13125 SW Hall, PO Box 23397 Tigard, Oregon 97223 - (503) 639 -4171 FOR STAFF USE ONLY CASE NO. `[Z qq -a(, 4,46p qLl a� OTHER CASE NO'S: tag RECEIPT NO. • APPLICATION ACCEPTED BY: DATE: �rj -ar�ti 1. GENERAL INFORMATION Application elements submitted: PROPERTY ADDRESS /LOCATION SW 135th Avenue and ✓(A) Application form (1) SW Hawks Beard Road I (B) Owner's signature /written !/ TAX MAP AND TAX LOT NO. 1S1 33 DB 4300 authorization i ____(C) Title transfer instrument (1) SITE SIZE 7.96 Acres ( (1) PROPERTY OWNER /DEED HOLDER* SCROLLS FERRY ROAD L.L.C. (E) Plot plan (pre -app checklist) ADDRESS 111 SW 5th, Suite 2260PHONE 274 -8400 (F) Applicant's statement CITY Portland ZIP 97204 (pre -app checklist) 1PPLICANT* PALOMINO POINTE APARTMENTS LIMITED E NER- (G) List of property owners and ADDRESS 11_1 SW 5th. Sni re 2 ?6OPHONE 274 -840n addresses within 250 feet (1) CITY Portland ZIP 97204 (H) Filing fee ($ c1 ) *When the owner and the applicant are different (I) Construction Cost Estimate people, the applicant must be the purchaser of record or a leasee in possession with written authorization DATE DETERMINED TO BE COMPLETE: from the owner or an agent of the owner with written y - 9 1 -4 authorization. The owner(s) must sign this Application in the space provided on page two or FINAL DECISION DEADLINE: submit a written authorization with this application. COMP. PLAN /ZONE DESIGNATION: 2. PROPOSAL SUMMARY 7— a5 The owners of record of the subject property request site development review approval to N.P.O. Number: allow Approval Date: Construction of 160 Multi- Family Dwelling Units, Extension of Final Approval Date: SW Hawks Beard Rd., Minor Land Partition. Planning Engineering 0524P/13P Rev'd 5/87 __ 3. List any variance, conditional use, lands, or other land use actions to be considered as part of this application: 4. Applicants: To have a complete application you will need to submit attachments described in the attached information sheet at the time you submit this application. 5. THE APPLICANT(S) SHALL CERTIFY THAT: A. The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. B. 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. C. All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true; and the applicants so acknowledge that any permit issued, based on this application, may be revoked if it is found that any such statements are false. D. 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. DATED this 2.5/ day of orf -nom 199L) SIGNATURES of each owner (eg. husband and wife) of the subject property. SCHOL S FERRY ROAD L.L.C. an - ego imi Liability Company A r s W. Ekber , Member • (KSL:pm /0524P) • William Wilson ArcOects AIA 1 10 August 1994 Planning Department City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Subject: Palomino Point Apartments Request for Pre - Application Conference Please find the enclosed copies of a proposed site plan for 16_ 4 apartments units located on a 8.395 Acre parcel along SW 135th Avenue just south of SW Scholls Ferry Road. The proposed development consists of 164 one, two, three and four bedroom units in two and three story buildings. The parcel adjoins a 5.07 Acre wetland greenway and an adjacent 4.71 acre parcel all of which are under common ownership. It is the Owners desire to partition the properties into two separate parcels with a portion of the greenway space going to each parcel. We request the earliest opportunity for a Pre - Application Conference to initiate the process for Site Development Review. Please contact us as soon as a date and time may be set. Thank you, WILLIAM WILSON ARCHITECTS AIA • Scott A. Reiter Associate 133 SW Second Avenue, Portland, Oregon 97204 (503) 223 -6693 • ATTACHMENT TO DEVELOPMENT REVIEW APPLICATION Palomino Pointe Apartments Tigard, Oregon The following is brief narrative indicating how the chapter 18.120.180. Approval Standards have been met. Each chapter has been addressed and is as follows: CHAPTER 18.84: .SENSITIVE LANDS There is an adjacent dedicated Greenway area to south of the subject site. All proposed development is above the 100 year flood plain elevation and beyond a twenty -five foot setback from the delineated wetland boundary. CHAPTER 18.94: MANUFACTURED/MOBIL HOME REGULATIONS This does not apply to this proposed development. CHAPTER 18.92: DENSITY COMPUTATION The density calculation for the proposed project is as follows: Gross site Area: 346,995 sf Net site area: 343,807 sf Area per unit: 1,480 sf Total units allowed: 232 The proposed number of units for this development is 160 which is less than that allowed. CHAPTER 18.144: ACCESSORY USE AND STRUCTURES Accessory structures for this project are carports and a mail kiosk. All accessory structures are located with the required setbacks for buildings and do not exceed the allowed area or height.. The garages indicated on the site plan are attached the buildings and are not considered accessory structures. CHAPTER 18.96: ADDITIONAL YARD AREA REQUIREMENTS Page 1 • Two additional yard area requirements effect this site. A thirty-foot setback from centerline of 135th avenue is required, and a thirty-foot setback is required along the east property boundary due to the adjacent lower density residential zone (R -12). CHAPTER 18.98: BUILDING HEIGHT LIMITATIONS, EXCEPTIONS The building height of the proposed structures is less than that allowed for the R -25 Zone (45 ft.). None of the limitations or exceptions identified in this chapter apply. CHAPTER 18.100: LANDSCAPING AND SCREENING A detailed landscape plan has been provided with this submittal showing the required street trees, parking lot landscaping, general site landscaping, refuse area screening and swimming pool screening. There are no existing trees or significant vegetation requiring protection. The abutting uses do not require screening. CHAPTER 18.102: VISION CLEARANCE AREAS The required vision clearance area of thirty feet at the intersection of SW 135th Avenue and the proposed SW Hawks Beard Road has been met. The required vision clearance at all driveways has also been met. CHAPTER 18.106: OFFSTREET PARKING AND LOADING Based upon the current requirements of 1.5 spaces for one bedroom units, and 2 spaces for two or more bedroom units, the required number of spaces for the proposed project unit mix is 297 spaces. With the requirement of 15% additional spaces for guest parking, the total required number of parking spaces is 342, which has been provided. No more than 25% of the required spaces are proposed to be compact. Handicap Accessible parking spaces have been provided as required by chapter 38 of the UBC. Parking stall sizes and drive aisle widths are as required. /fl /dvr/ CHAPTER 18.108: ACCESS, EGRESS, AND CIRCULATION Three ingress /egress are proposed for the Palomino Pointe Apartments, one on SW 135th Avenue and two on the proposed extension of SW Hawks Beard Road. These access points have been analyzed and documented in the Traffic Access Report included with this submittal. The report concludes that, "this development will not have an impact of service at the proposed site access intersections during either AM or PM peak hours ". Internal circulation has been preliminary reviewed and approved by the fire Marshall's office. They were asked to review and comment on turning radii and turn around requirements. Page 2 • • CHAPTER 18.114: SIGNS The proposed identity signage for this project will consist of a lawn sign within the size limitations identified for exempt signage. Building identification signage will be mounted directly onto the structure. The size limitations will be well with the guideline identified in this chapter. Final signage designs will be submitted for permitting and approval. CHAPTER 18.150: TREE REMOVAL There are no existing trees that proposed to be removed on the subject property. CRAFTER 18.164: STREET AND UTILITY IMPROVEMENT STANDARDS Adjacent street improvements are not proposed or required for SW 135th Avenue. However, the Traffic Access Report has indicated that a left turn refuge in SW 135th Avenue will be necessary. Sufficient street width exists to accomplish this by striping the existing paved surface. Street storm drainage improvements are proposed for SW Hawks Beard Road within an existing dedicated right -of -way. This will complete SW Hawks Beard Road from its present terminus at SW 131st Place west to SW 135th Avenue. Also, Half street improvements are proposed for SW 131st Place, which will bring the street up to city standards. Sanitary sewer service will be extended into the project from an existing public main south of the SW 131st Place cul -de -sac. A private internal sanitary sewer system is proposed. A private storm drainage system is proposed to collect and dispose of roof and parking area systems. Bio- filtration facilities will be provided prior to discharge in accordance with City of Tigard and Unified Sewerage Agency requirements. Water system improvements will be extended from existing Tigard Water District mains in SW Hawks Beard Road and in SW 135th Avenue. Specific metering of the site has not been resolved with the water district. Fire hydrants have been provided at strategic locations within the site. Page 3 I I • d a 0 ° ' zA cv O a Cn 0 • � i H b m, E � aim / o c: m S.W. HAWKS BEARD ROAD `' r p f,- q m r -- `' >'- =•+G• i+K'.QC' iDEs - .• -!iti LNOeF�Ax .�. 0Y i ,0�+.' .I ,•� cY. •e M Cl 0 0 >,. -,.� .,.- .G••rJ -.> 17 f 11221111112 ,IS „..., ,- --, . . IV INI i e.... 2,,. «�. J' I I _<< 1_ ,e• —nr -� E ei.,i. 022,- 2.4.22.1.. ,,,m., I L IM isi Mr ' L : r I m Aillb . •• 011! 2.2242 2,4 a'., !/',' I�r a' -l3N' _ ire .h '[ . C ¢ '�� AJ¢ + <� _ 1 a , <1< _ <� < < ,1,1 1 I .1: 1 1 1 1 ..i 1 • Ir., y , I Mr .• .:; 1 i wure I . W A e 2. , LIJ > mil _1 'dr . , , E.-. < trl . 23. 1121 --' . \ ' ' \ s c : 1 e o k "-a- , ' © OPEN SPACE % ie• ` O Oa W I E sw to c l OUP P�y ..• r d •� .. 9 I ' e l� , c' � _ - UMW" N `e e " • \L c e F a i . R'i .. a � i ° i < <_ rile,. N. i --_ - , \ — I 1 I I'� < <� <..�<, - ° � , o r _ E i/ i 1 i � , -a,,.• rr;;_ a � �� \ = (3+v o aFl ill �I I I I � I _7 • i 1 Y I J +� " I G i —��? • - � 1 w., • i" SITE PLAN !IMAM revisions: I I 1 GREENWAY I I cu..: OCT. 20. 1004 • • ks ..: ones SITE PLAN ` ,N r I �� i Al William Wilson Ar•ects AIA 1 October 26, 1994 Mr. Will D'Andrea Assistant Planner Community Development Department City of Tigard 13125 SW Hall Blvd. Tigard, Oregon 97223 Re: Palomino Pointe Apartments Site Development Review Please find the enclosed application and required documents for the Site Development Review of the Palomino Pointe Apartments. The Citizen involvement process has taken place and a meeting was held on October 25, 1994. There were no significant comments made by the attendees. Following is list of the materials that are a part of this application: • Site Development Review Application • Owner's letter of authorization • 18 sets of drawings • Narrative addressing approval criteria • Traffic Access Report • Reduced 81/2 x 11 Site Plan • Application Fee • Pre- Application Notes and Checklist We appreciate your efforts and cooperation in processing this application. If you have any questions or need additional information please contact me. Sincerely, WILLIAM WILSON ARCHITECTS AIA Scott A. Reiter Associate 133 SW Second Avenue, Portland, Oregon 97204 • (503) 223 -6693 • Fax (503) 274 -0052 o BOWEN • • Bowen Financial Services Corp. o °_ REAL ESTATE Bowen Development Company Bowen Property Management Co. L ° ❑ GROUP Bowen Senior Living Bowen Securities Company October 25, 1994 City of Tigard 13125 S.W. Hall Blvd. Tigard, Oregon 97223 Re: SITE DEVELOPMENT REVIEW APPLICATION S.W. 135TH AVENUE AND S.W. HAWKS BEARD ROAD Ladies /Gentlemen: This letter hereby grants authorization to Palomino Pointe Apartments Limited Partnership, an Oregon limited partnership, to make application to the City of Tigard for the above - referenced minor land partition. A copy of the title report for the property is attached. Thank you for your consideration, and please telephone me if you have questions or require further clarification. SCHOLLS FERRY ROAD L.L.C. At. s W. Ekberg ember Enclosure 2260 U.S. Bancorp Tower ❑ 111 S.W Fifth Avenue o Portland Oregon 97204 ❑ (503) 274 -8400 voice ❑ (503) 274 -4685 fax Transamerilg Title Insurance RANSAMERICA • 111 SW 5t venue Suite 2200 Portland, Oregon 97204 -1752 TITLE INSURANCE COMPANY (503) 222 -9931 FAX ( 503 ) 228 -4276 Bowen Real Estate Group U.S. National Bank 111 SW Fifth, Suite 2260 Attn: John Blanc Portland, OR 97204 501 SE Hawthorne Blvd /1st Floor 2cc - 02 -41 -02 Portland, OR 97214 2cc - 02 -41 -02 PRELIMINARY TITLE REPORT Dated : July 22, 1994 Parties : BOWEN Escrow Officer: Angela Rivers Escrow Number : 1221198 Prop. Add: Palamino Point Apts. Title Officer : Tigard, OR Title Number : W104132H ALTA Extended Lenders Coverage: $4,750,000.00 Premium: $ 6,948.00 Builder's Rate Applied to the Premium Governmental Service Fee Cost $ 20.00 A consolidated statement of all charges, credits, and advances, if any, in connection with this order will be provided at closing. Effective July 22, 1994 at 8:00 A.M., title to the land described herein is vested in: SCHOLLS FERRY ROAD L.L.C., an Oregon limited liability company • Reliance A Reliance Group Holdings Company P-02 / &91 • • ., • Description: A tract of land situated in the East one -half of Section 33, Township 1 South, Range 1 West of the Willamette Meridian, in the City of Tigard, County of Washington and State of Oregon, and being described as follows: Beginning at a point on the East right of way line of SW 135th Avenue, said point being South 00' 02' 43" East a distance of 7.10 feet and North 89' 54' 13" East a distance of 27.47 feet from the center of said Section 33, a Washington County brass cap found, said point also being the beginning of a 22.00 foot radius curve right; thence on said curve through a central angle of 77' 07' 56" (the long chord of which bears North 51' 20' 15" East a distance of 27.43 feet) an arc distance of 29.62 feet to the end thereof and a point on the South line of S.W. Hawk's Beard Street; thence North 89' 54' 13" East along the Southerly line of S.W. Hawk's Beard Street a distance of 684.78 feet to the beginning of a tangent 175.00 foot radius curve right; thence on said curve through a central angle of 19' 27' 47" (the long chord of which bears South 80' 21' 54" East 59.16 feet) an arc distance of 59.45 feet to a point on the West line of the plat of CASTLES AT BRITTANY; thence South 0' 03' 32" East along the West line of the plat of CASTLES AT BRITTANY, a distance of 378.79'feet to a point on the North line of the Greenway area; thence on said North line the following courses: South 61' 00' 19" West a distance of 63.61 feet; thence South 64' 58' 08" West a distance of 48.95 feet; thence South 82' 46' 08" West a distance of 48.47 feet; thence South 82' 21' 32" West a distance of 35.60 feet; thence South 83' 19' 29" West a distance of 51.78 feet; thence South 84' 07' 52" West a distance of 49.64 feet; thence South 82' 21' 23" West a distance of 46.77 feet; thence South 86' 02' 38" West a distance of 24.24 feet; thence North 87' 07' 37" West a distance of 48.77 feet; thence North 86' 39' 22" West a distance of 43.86 feet; thence North 85' 01' 26" West a distance of 54.11 feet; thence North 79' 11' 11" West a distance of 41.32 feet; thence North 76' 43' 09" West a distance of 41.46 feet; thence North 79' 11' 41" West a distance of 43.89 feet; thence North 86' 28' 01" West a distance of 45.37 feet; thence North 86' 01' 46" West a distance of 38.01 feet; thence South 82' 23' 39" West a distance of 34.29 feet; thence South 60' 46' 11" West a distance of 30.11 feet; thence South 55' 38' 25" West a distance of 12.66 feet to the intersection point with the East right of way line of SW 135th Avenue, said point being 30.00 feet from centerline when measured at right angles; thence North 0' 00' 38" East on said East right of way line a distance of 311.63 feet to the beginning of a tangent 570.00 foot radius curve right; thence on said curve through a central angle of 12' 45' 39" (the long chord of which bears North 06' 23' 28" East a distance of 126.69 feet) an arc distance of 126.95 feet to the point of beginning. TOGETHER WITH the following described parcel lying South of the wetland Dated July 22, 1994 Page 2 W104132H • • area: Beginning at a point which is South 0' 03' 10" East a distance of 603.27 feet and North 89' 56' 50" East a distance of 12.73 feet from the center of aforementioned center of said Section 33 said point also being 30.00 feet East of the centerline of SW 135th Avenue when measured at the right angles; and running thence on the South line of the wetland area the following courses: South 60' 22' 43" East a distance of 39.55 feet; thence South 60' 13' 44" East a distance of 47.34 feet; thence South 62' 08' 31" East a distance of 42.20 feet; thence South 64' 56' 58" East a distance of 41.93 feet; thence South 58' 02' 15" East a distance of 38.73 feet; thence South 54' 15' 19" East a distance of 48.39 feet; thence South 77' 31' 31" East a distance of 32.94 feet; thence North 88' 22' 06" East a distance of 42.94 feet; thence South 63' 26' 25" East a distance of 36.70 feet; thence South 68' 00' 11" East a distance of 37.40 feet; thence South 81' 33' 00" East a distance of 61.46 feet; thence South 89' 57' 01" East a distance of 45.99 feet; thence North 73' 17' 30" East a distance of 47.66 feet; thence North 69' 52' 50" East 47.74 feet; thence North 68' 42' 09" East a distance of 47.05 feet; thence North 69' 25' 06" East a distance of 59.45 feet; thence North 73' 58' 21" East a distance of 49.34 feet; thence North 77' 04' 17" East a distance of 41.90 feet; thence South 84' 03' 43" East a distance of 29.07 feet to a point on the West line of the plat of BRITTANY SQUARE NO. 4; thence South 0' 03' 32" East along the West line of the plat of BRITTANY SQUARE NO. 4 a distance of 292.02 feet to a point on the North line of the plat of BRITTANY SQUARE NO. 3; thence South 89' 58' 03" West on the North line of the plat of BRITTANY SQUARE NO. 3 and NO. 2 a distance of 779.79 feet to a point on the East right of way line of said 135th Avenue said point being 30.00 feet East of the centerline of said 135th Avenue; thence North 0' 00' 38" East on said East right of way line a distance of 379.04 feet to the point of beginning. Dated July 22, 1994 Page 3 W104132H • 411 We are prepared to issue title insurance in the form and amount shown above subject to the usual printed conditions, stipulations and exclusions from coverage appearing in such policy form and to exceptions as shown herein. This report is preliminary to the issuance of a policy of title insurance and shall become null and void unless a policy is issued, and the full premium therefore paid. EXCEPTIONS: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public record; proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 3. Easements, or claims of easement, not shown by the public records, reservations or exceptions in patents or in acts authorizing the issuance thereof, water rights, claims or title to water. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. Discrepancies, conflicts in boundary lines, shortage in area, encroachments or any other facts which a correct survey would disclose. NOTE: Exceptions 1 through 5 may be modified or eliminated from the ALTA LENDERS EXTENDED POLICY, based upon receipt and review of the following: A) A survey of the subject property. Dated July 22, 1994 Page 4 W104132H . • • B) Proof that there are no parties in possession or claiming the right to be in possession other than the vestees herein and that there are no existing leases or tenancies. C) Proof that there are no statutory liens for labor or material, including liens for contributions due to the State of Oregon for unemployment compensation and for workmen's compensation, which have now gained or hereafter may gain priority over the insured in the forthcoming policy. 6. 1994 -95 taxes, a lien in an amount to be determined, but not yet payable. 7. City liens, if any, of the City of Beaverton. (An inquiry has been sent concerning the status of liens and a report will follow if any liens are found.) 8. Regulations, including the power to acquire rights of ways and easements, and to levy assessments of the Unified Sewerage Agency. 9. Lien, Recorded : April 1, 1985 Recorder's Fee No.: 85011419 In Favor Of : The City of Beaverton Amount : $2,753.22, plus interest, penalties and costs For : Weir trunk sanitary sewer improvements NOTE: Upon receipt of No. 7 above, we may amend or remove this exception. 10. An easement created by instrument, including the terms and provisions thereof, Dated : April 25, 1989 Recorded : May 5, 1989 Recorder's Fee No.: 89 -20392 In favor of : The public For : Slope and detour Location : The Westerly portion of said property 11. No liability is assumed if a financing statement is filed in the office of the County Clerk covering fixtures wherein the land is described other than by metes and bounds, the rectangular survey system or by recorded lot and block. 12. Personal property taxes, if any. 13. A Copy of the Partnership Agreement of Scholls Ferry Road L.L.C., an Oregon limited liability company should be furnished to verify names of partners, and authority to execute the forthcoming encumbrance. Dated July 22, 1994 Page 5 W104132H 411 111 NOTE 1: The Oregon Corporation Commission records show that as of June 28, 1994, Scholls Ferry Road L.L.C. is a limited liability company. The partners of interest are not yet available from the commission records. NOTE 2: Taxes paid in full for the year 1993 -94 Total Amount : $21,055.50 Levy Code : 051 -85 Account No. : 1S1 33DB 04300 Key No. : 2004073 END OF REPORT JMF /jm WE THANK YOU FOR THE OPPORTUNITY OF PROVIDING THIS SERVICE. IF YOU HAVE ANY QUESTIONS PLEASE CALL Angela Rivers (503) 222 -9931. NOTICE: Recording Fees - SUBJECT TO CHANGE WITHOUT NOTICE FIRST PAGE* EACH ADDITIONAL PAGE MULTNOMAH CO. $ 8.00 $5.00 ** WASHINGTON CO. $13.00 $5.00 ** CLACKAMAS CO. $ 5.00 $5.00 ** *Includes a Remonumentation Fee. The State of Oregon has also enacted a $20.00 Department of Revenue Fee. A complete list of all the documents affected by these fees is available from your Transamerica Title representative. Please call for your copy. * *Line of Credit Documents will be considered as an extra document and will be charged as an extra page. Dated July 22, 1994 Page 6 W104132H IMYY I /`1 • JC. 1 1'1' JGI., 1 IV II ..7J 1 1 J F\ I Y% WASHINGTON COUNTY OREGON • BA LE -I 100'_._._ SEE MAP �► . . S. H AW K S ^ �s ] 1 33AC�_, $(C 71 O 2 _ 29.62 - - - 4a 4.79 - - 3 3200/1 Q � ' 7 °2.67 � :Is \ \�E.1511' 6 •22] La +. • °•le 32 . ir+ = . 4300 J .. 5905 • • Z' P 2 /2.67 AC. La ° # *MAP NOT TO SCALE* C- 122.341 5800 re. Q 4 ° 4O • 115.01 Ri r e), Sr 1 a 3 4 • •+"?- 79.15 ^ ,? 5600 1 N 5 2 ti �. • 25 .16 5500 \ ' • ° • • • 1 ,ti • 9e.e1 .o° � � <• 34. 3e •1 4e 37 9 11 1 .. 41.46 4947 �• v12.66 JZ • •0.e 31.7° 3°.60 \ 34.5 • 4 • , 4 2. 77 24.24 µ. ="0 101 • • i W /3.05 AG W g ■ n 4 ^-......\, V - a w�47 a+ CREEX _ _ ��I ° MAP -.• 30' 30' GREENWAY 33CA 38 • 9. J 4, 1001 .0 4 9 t ' a 7E 1 ' 450 117 *' 93 ` " 77 ro , 41,90 2107 1 • = i 42.]9 I. •9 .a3 4800 4''k S g9. ! , • 1 CV 32 .94 •294 76 w ' 47. a � ". o T�4 ° 47t• 6.32 CM rFi p O 81.46 •6.99 ♦te • 4 4700 .0 • R? e b., �? • » 75 "<, 4600 ":,'+ . / M1 ` 74 • e � o : 3 4 0 : 500 °r.•,�. 73 1• 116 62 • � � 400 30' - 3 Sr 36' ]' W r i y T n IMITI L PPC61TCO o ```` 1122'.. 779'9 • .. , . XI, 3e' ' $W � � a • A 6 34 -4. � � � -. M., i�� 'h9� � 4.4...a... ...92731. 6 . 2 . a t 2100 2200 a 2300 2400 2500 2600 2700 0 2900 3000 3100 3200 ` . 4000 • 48 a 49 a 50 $ 51 si 5 '' 53 ° ai W 54 - ° - _zoos _ / r'^ I s A j \J \J ]d 5$ ` ' / 45 r 46 2 47 S6 .' :3 • 390 6 eo 9 o 2000 ' r . .ly .666 z9061 so 4095 o $ ..... _ i I l.e_ - • el. °' 44 °~ ♦ ly e ,3 SHEFFIELD 57 .. 3800 i e s. 9 a A � f.°d 3' °° 1 a / 1 900 r ' zoos z7 Saw 36 x 26 58 a ol. +� II 900 800 700 600 500 400 ., �,� 001 3700 % 9 43 135.136 S � ' ^ .ti. : 32 i 31 S� 30 29 . 7R 3500 :: This sketch is provided, without charge, for yam i-foenation. It is not intended to stow ad matters related to the Property including, but not limited to, area. 9irnsnsiorra, eas nenb, ancroachmants, or location of boundaries. It w e is not a part of, nor does it rr+ndify, any r sort or policy to which it Is attached. The Company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. s • 09/16/94 16:06 $505 684 7297 CITY OF TIGARD V1004/004 • • Name of applicant; Bowen Real Estate Group Subject Property: Tax Map and Lot # 1S1 33DB 4300 Address or General Location 135th and S.W. Scholls Ferry Road AFFIDAVIT OF POSTING NOTICE I. James W. Ekberg , do affirm that 1 am (represent) the party Initiating Interest In a proposed site development affecting the land located at 135th & 'S.W. Scholls Ferry Road and did on the 7th day of October , 19 personally post notice Indicating that the site may be proposed for a site develop application, and the time, date and place of a neighborhood meeting to discuss the proposal. The sign was posted at 135th and S.W. Scholls Ferry Road (state location on property) This 7th day of October . 19 94 t _ S. Subscribed and swom to, affirmed, before me this 7th day of October , 19 94 -..--- p. )1A - 2 Notary Pu f or the State of rego •tom, OFFICIAL SEAL ry ��. C JULIE RU ZIC My Commission Expires: '' � " NOTAgY PU8LIC•0REGON COMMISSION N O. 029269 MY COMMISSION EXPIRES JAN. 06, 1598 WITHIN SEVEN (7) CALENDAR DAYS OF THE SIGN POSTING, RETURN THIS AFFIDAVIT TO: City of Tigard Planning Division • 13125 SW Hall Blvd. Tigard, OR 97223 Iogln\lo \postnotcit . • • October 7, 1994 To: Property Owner From: James W. Ekberg Scholls Ferry Road LLC Subject: Proposed development of 164 -unit apartment complex at 135th and S.W. Scholls Ferry Road Dear Property Owner: We are the owner of the property located at 135th and S.W. Scholls Ferry Road ( Tax Map & Lot #1S1 33DB 4300). We are considering proposing a site development review and minor land partition at this location. Prior to applying to the City of Tigard for the necessary permits, we would like to discuss the proposal in more detail with the surrounding property owners and residents. You are invited to attend a neighborhood meeting: Date: Tuesday, October 25, 1994 Place: SouthWest Hills Church (Activity Center) 9100 S.W. 135th, Beaverton Time: 6:30 p.m. This will be an informal meeting on preliminary plans. These plans may be altered prior to the submittal of the application to the City of Tigard. We look forward to more specifically discussing the proposal with you. Please contact me or Julie Knight if you have questions. (503) 274 - 8400. Sincerely, Location Of Meeting: 9 Orr W. " kberg BEAV 9 << i • a 1P. Q ck BROCKMAN 0. ■ GP SCHOLLS FERRY CIT - WEST LAND USE SUBCOMMITTEE . Name Address Phone Abdullah Alkadi 11905 SW 125th Ct., Tigard, OR 97223 524 -1068 Bev Froude 12200 SW Bull Mountain Rd., Tigard, OR 97224 639 -2529 Bill Gross 11035 SW 135th, Tigard, OR 97223 524 -6325 Christy Herr 11386 SW Ironwood Loop, Tigard, OR 97223 590 -1970; 624 -8009 Ed Howden 11829 SW Morning Hill, Tigard, OR 97223 524 -6040 III Kathie Kallio 12940 SW Glacier Lily, Tigard, OR 97223 524 -5200 Linda Masters 15120 SW 141st, Tigard, OR 97224 620 -7662 Bonne and Jim Roach 14447 SW Tewkesbury, Tigard, OR 97224 590 -0461 Scott Russell 31291 Raymond Creek Rd., Scappoose, OR 97056 543 -2434 Barbara Sattler 11245 SW Morgen Ct., Tigard, OR 97223 684 -9303 Kathy Smith 11645 SW Cloud Ct., Tigard, OR 97224 639 -0894 June Sulffridge 15949 SW 146th Ave., Tigard, OR 97224 590 -0523 Larry Westerman 13665 SW Fern St., Tigard, OR 97223 524 -4550 Cal Woolery 12356 SW 132nd Ct., Tigard, OR 97223 590 -4297 • Clark G. Zeller 13290 SW Shore Dr., Tigard, OR 97223 524 -0994 In addition to property owners within 250 feet, notice of meetings on Land Use proposals in the West CIT area shall be sent to all the names on this list. Revised 4/8/94 h: \login \jo \cltwest.lus ■ = 1 Washington (OR) • • RefPc1:1S133DB 03500 XfrDte:09 /20/93 Name:ALBERT KATHERINE M H;MARC S B1dgSF:1,638 SalePr:$1 Site:11567 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$122,780 Mail:11567 SW SHEFFIELD CIR TIGARD OR 97223 Baths :3.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1985 Improv:$87,780 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,337.41 Legal:BRITTANY SQUARE 2, LOT 59 $/SqFt: • =2 • RefPc1:1S133DB 00600 XfrDte: Name:ALBRECHT ROBERT J B1dgSF:1,790 SalePr:$76,500 Site:11578 SW SHEFFIELD CIR TIGARD 97223 Bedrms:4 Total :$123,970 Mail:11578 SW SHEFFIELD CIR TIGARD OR 97223 Baths :3.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$88,970 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,360.11 Legal:BRITTANY SQUARE 2, LOT 30 $/SqFt:$42.74 ■ =3 ■ RefPc1:1S133DB 06100 XfrDte:09 /22/92 Name:BENZ DOUGLAS R;DEBRA I B1dgSF:1,791 SalePr:$139,500 Site:11038 SW 131ST PL TIGARD 97223 Bedrms:3 Total :$139,890 Mail:11025 SW ESCHMAN WAY TIGARD OR 97223 Baths : Land :$39,000 Use :1012 RES,IMPROVED YrBlt :1992 Improv:$100,890 Census: - T -Bros: Acres :.11 93- 94Tx:$2,663.16 Legal:CASTLES AT BRITTANY, LOT 7, ACRES $/SqFt:$77.89 ■ =4 • RefPc1:1S133DB 04400 XfrDte:06 /08/90 Name:BEST CAROL ANN B1dgSF:1,840 SalePr:$104,500 Site:11381 SW WINTER LAKE DR TIGARD 97223 Bedrms:3 Total :$130,360 Mail:11381 SW WINTER LAKE DR TIGARD OR 97223 Baths : Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1990 Improv:$95,360 Census:319.03 - 2 T -Bros: 655 A3 Acres :.14 93- 94Tx:$2,481.72 Legal:BRITTANY SQUARE NO.4, LOT 72, ACRES $/SqFt:$56.79 ■ =5 ■ RefPc1:1S133DB 05000 XfrDte:08 /10/90 Name:BREITBARTH NIKKI A B1dgSF:2,028 SalePr:$101,400 Site:13123 SW WINTER LAKE CT TIGARD 97223 Bedrms:3 Total :$124,000 Mail:13123 SW WINTER LAKE CT TIGARD OR 97223 Baths : Land :$26,000 Use :1012 RES,IMPROVED YrBlt :1990 Improv:$98,000 Census:319.03 - 2 T -Bros: 655 A3 Acres :.15 93- 94Tx:$2,360.65 Legal:BRITTANY SQUARE NO.4, LOT 78, ACRES $ /SgFt:$50.00 ■ =6 • RefPc1:1S133DB 00400 XfrDte:11 /03/92 Name:BRUA BLAIR N;BETTY C TRUSTEES B1dgSF:1,190 SalePr: Site:11574 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$101,250 Mail:11574 SW SHEFFIELD CIR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$66,250 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,927.55 Legal:BRITTANY SQUARE 2, LOT 28 $/SqFt: ■ =7 RefPc1:1S133DB 03900 XfrDte:05 /22/92 Name:BUNDAY THOMAS A;THERESE M B1dgSF:1,834 SalePr:$123,500 Site:11425 SW WINTER LAKE DR TIGARD 97223 Bedrms:3 Total :$120,560 Mail:11425 SW WINTER LAKE DR TIGARD OR 97223 Baths :3.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$85,560 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,295.17 Legal:BRITTANY SQUARE 3, LOT PTS 65 -66 $/SqFt:$67.34 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. •=8 Washington (OR) • • RefPc1:1S133DB 01700 XfrDte:06 /22/93 Name:CARPIO JOSE DEL B1dgSF:1,391 SalePr:$107,000 Site:11625 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$107,570 Mail:11625 SW SHEFFIELD CIR TIGARD OR 97223 Baths :2.00 Land :$33,250 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$74,320 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,047.87 Legal:BRITTANY SQUARE 2, LOT 41 $/SqFt:$76.92 .=9 RefPc1:1S133DB 03000 XfrDte: Name:CHANG YAO -KE B1dgSF:1,348 SalePr:$16,500 Site:11577 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$109,310 Mail:11577 SW SHEFFIELD CIR TIGARD OR 97223 Baths :3.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$74,310 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,080.99 Legal:BRITTANY SQUARE 2, LOT 54 $/SqFt:$12.24 •=10 • RefPcl:1S133DB 05300 XfrDte:11 /20/89 Name:CHEW FREDDIE B1dgSF:2,111 SalePr:$22,000 Site:11223 SW WINTER LAKE DR TIGARD 97223 Bedrms:3 Total :$137,900 Mail:11223 SW WINTER LAKE DR TIGARD OR 97223 Baths : Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1989 Improv:$102,900 Census: - T -Bros: Acres :.16 93- 94Tx:$2,625.26 Legal:BRITTANY SQUARE NO.4, LOT 81, ACRES $ /SgFt:$10.42 ■ =11 • RefPc1:1S133DB 06600 XfrDte:11 /20/92 Name:CICERO ANTHONY C;ROSALIE A B1dgSF:1,981 SalePr:$149,000 Site:11127 SW ESCHMAN WAY TIGARD 97223 Bedrms:4 Total :$147,030 Mail:11127 SW ESCHMAN WAY TIGARD OR 97223 Baths : Land :$40,950 Use :1012 RES,IMPROVED YrBlt :1993 Improv:$106,080 Census: - T -Bros: Acres :.13 93- 94Tx:$2,799.09 Legal:CASTLES AT BRITTANY, LOT 12, ACRES $/SqFt:$75.21 ■ =12 • RefPcl:1S133DB 05600 XfrDte:05 /27/93 Name:COLLINS DOUGLAS ALAN BldgSF:2,116 SalePr:$150,966 Site:11074 SW 131ST PL TIGARD 97223 Bedrms:3 Total :$147,850 Mail:11074 SW 131ST PL TIGARD OR 97223 Baths : Land :$40,950 Use :1012 RES,IMPROVED YrBlt :1993 Improv:$106,900 Census: - T -Bros: Acres :.14 93- 94Tx:$2,814.69 Legal:CASTLES AT BRITTANY, LOT PT 2, $/SqFt:$71.34 ■ =13 • RefPc1:1S133DB 06000 XfrDte:10 /29/92 Name:COOPER DAVID A BldgSF:1,737 SalePr:$131,700 Site:11001 SW ESCHMAN WAY TIGARD 97223 Bedrms:3 Total :$134,160 Mail:11001 SW ESCHMAN WAY TIGARD OR 97223 Baths : Land :$39,000 Use :1012 RES,IMPROVED YrBlt :1992 Improv:$95,160 Census: - T -Bros: Acres :.11 93- 94Tx:$2,554.07 Legal:CASTLES AT BRITTANY, LOT 6, ACRES $/SqFt:$75.82 ■ =14 • RefPcl:1S133DB 07000 XfrDte:10 /02/92 Name:DAVIS ARCHIBALD T;DOROTHY J B1dgSF:1,757 SalePr:$129,900 Site:11032 SW ESCHMAN WAY TIGARD 97223 Bedrms:3 Total :$135,110 Mail:10585 SW 161ST CT BEAVERTON OR 97007 Baths : Land :$39,000 Use :1012 RES,IMPROVED YrBlt :1992 Improv:$96,110 Census: - T -Bros: Acres :.11 93- 94Tx:$2,572.14 Legal:CASTLES AT BRITTANY, LOT 16, ACRES $/SqFt:$73.93 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. •=15 Washington (OR) • RefPc1:1S133DB 03100 XfrDte:07 /17/92 Name:DILLMAN CAROLYN J B1dgSF:1,360 SalePr:$105,000 Site:11575 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$103,110 Mail:11575 SW SHEFFIELD CIR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$68,110 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,962.97 Legal:BRITTANY SQUARE 2, LOT 55 $/SqFt:$77.21 •=16 ■ RefPc1:1S133DB 02000 XfrDte:02 /27/92 Name:EDLUND STEVEN H;JOY M B1dgSF:1,383 SalePr:$99,900 Site:11597 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$106,860 Mail:11597 SW 134TH PL TIGARD OR 97223 Baths :2.00 Land :$33,250 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$73,610 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,034.37 Legal:BRITTANY SQUARE 2, LOT 44 $/SqFt:$72.23 ■ =17 ■ RefPcl:1S133DB 03300 XfrDte:08 /26/92 Name:FAULKNER SCOTT C;SUZANNE B B1dgSF:1,238 SalePr:$104,950 Site:11571 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$101,080 Mail:11571 SW SHEFFIELD CIR TIGARD OR 97223 Baths :3.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$66,080 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,924.32 Legal:BRITTANY SQUARE 2, LOT 57 $/SqFt:$84.77 •=18 ■ RefPc1:1S133DB 00500 XfrDte: Name:FORNER HENRY E JR B1dgSF:1,653 SalePr:$7 /,450 Site:11576 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$120,590 Mail:11576 SW SHEFFIELD CIR TIGARD OR 97223 Baths :3.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$85,590 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,295.72 Legal:BRITTANY SQUARE 2, LOT 29 $/SqFt:$46.85 ■ =19 ■ RefPc1:1S133DB 07100 XfrDte:10 /19/92 Name:GERDES GRACE MARIE;TODD MICHAEL B1dgSF:1,708 SalePr:$129,900 Site:11010 SW ESCHMAN WAY TIGARD 97223 Bedrms:3 Total :$136,200 Mail:11010 SW ESCHMAN WAY TIGARD OR 97223 Baths : Land :$39,000 Use :1012 RES,IMPROVED YrBlt :1992 Improv:$97,200 Census: - T -Bros: Acres :.12 93- 94Tx:$2,592.92 Legal:CASTLES AT BRITTANY, LOT 17, ACRES $/SqFt:$76.05 •=20 • RefPc1:1S133DB 06700 XfrDte:03 /19/93 Name:GERKING MICHAEL W;GREGORY G B1dgSF:1,846 SalePr:$150,310 Site:11149 SW ESCHMAN WAY TIGARD 97223 Bedrms:4 Total :$141,280 Mail:11149 SW ESCHMAN WAY TIGARD OR 97223 Baths : Land :$40,950 Use :1012 RES,IMPROVED YrBlt :1993 Improv:$100,330 Census: - T -Bros: Acres :.12 93- 94Tx:$2,689.62 Legal:CASTLES AT BRITTANY, LOT 13, ACRES $/SqFt:$81.42 •=21 • RefPcl:1S133DB 03600 XfrDte:10 /17/89 Name:GEVING JACK A;PHYLLIS A B1dgSF:1,120 SalePr:$63,000 Site:11565 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$88,980 Mail:311 VISTA DEL ESCUELA EL CAJON CA 92019 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1987 Improv:$53,980 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,693.95 Legal:BRITTANY SQUARE 2, LOT 60 $/SqFt:$56.25 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. 11=22 Washington (OR) • RefPcl:1S133DB 05400 XfrDte:08 /15/91 Name:GIOIA CARL V;KATHLEEN A B1dgSF:1,972 SalePr:$133,000 Site:11201 SW WINTER LAKE DR TIGARD 97223 Bedrms:3 Total :$136,600 Mail:11201 SW WINTER LAKE DR TIGARD OR 97223 Baths : Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1990 Improv:$101,600 Census:319.03 - 2 T -Bros: 655 A3 Acres :.13 93- 94Tx:$2,600.52 Legal:BRITTANY SQUARE NO.4, LOT 82, ACRES $ /SgFt:$67.44 ■ =23 • RefPcl:1S133DB 05500 XfrDte:06 /15/93 Name:HALLOCK PETER M;DEBRA M B1dgSF:1,950 SalePr:$170,715 Site:11090 SW 131ST PL TIGARD 97223 Bedrms:3 Total :$145,690 Mail:11090 SW 131ST PL TIGARD OR 97223 Baths : Land :$40,950 Use :1012 RES,IMPROVED YrBlt :1993 Improv:$104,740 Census: - T -Bros: Acres :.16 93- 94Tx:$2,773.58 Legal:CASTLES AT BRITTANY, LOT 1, PT 2, $/SqFt:$87.55 ■ =24 ■ RefPc1:1S133DB 02200 XfrDte: Name:HART TRACY W;SIGRID A B1dgSF:1,786 SalePr:$85,000 Site:11593 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$122,950 Mail:11593 SW 134TH PL TIGARD OR 97223 Baths :3.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1987 Improv:$87,950 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,340.65 Legal:BRITTANY SQUARE 2, LOT 46 $/SqFt:$47.59 ■ =25 • RefPc1:1S133DB 03800 XfrDte: Name:HARTWICK GERALD DEAN BldgSF:1,214 SalePr:$62,800 Site:11445 SW WINTER LAKE DR TIGARD 97223 Bedrms:3 Total :$101,970 Mail:11445 SW WINTER LAKE DR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1987 Improv:$66,970 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,941.26 Legal:BRITTANY SQUARE 3, LOT PTS 64 -65 $/SqFt:$51.73 ■ =26 ■ RefPc1:1S133DB 02100 XfrDte: Name:HAUG LARRY D;WANDA D B1dgSF:1,602 SalePr:$16,500 Site:11595 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$121,390 Mail:11595 SW 134TH PL TIGARD OR 97223 Baths :3.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$86,390 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,310.97 Legal:BRITTANY SQUARE 2, LOT 45 $ /SgFt:$10.30 ■ =27 ■ RefPc1:1S133DB 02700 XfrDte: Name:HAWLEY JEFFREY K;LINDA K B1dgSF:1,696 SalePr:$68,000 Site:11583 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$120,330 Mail:11583 SW SHEFFIELD CIR TIGARD OR 97223 Baths :3.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1985 Improv:$85,330 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,290.79 Legal:BRITTANY SQUARE 2, LOT 51 $ /SgFt:$40.09 ■ =28 • RefPc1:1S133DB 04600 XfrDte:11 /09/90 Name:HORNIBROOK DAVID WAYNE B1dgSF:1,935 SalePr:$120,180 Site:13112 SW WINTER LAKE CT TIGARD 97223 Bedrms:3 Total :$134,650 Mail:13112 SW WINTER LAKE CT TIGARD OR 97223 Baths : Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1990 Improv:$99,650 Census:319.03 - 2 T -Bros: 655 A3 Acres :.15 93- 94Tx:$2,563.41 Lega1:BRITTANY SQUARE NO.4, LOT 74, ACRES $ /SgFt:$62.11 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. 110 411 ■ =29 Washington (OR) • RefPc1:1S133DB 06301 XfrDte:10 /30/92 Name:HUGHES SHARON;STEPHEN P B1dgSF:1,792 SalePr:$147,100 Site:11069 SW ESCHMAN WAY TIGARD 97223 Bedrms:4 Total :$135,200 Mail:11069 SW ESCHMAN WAY TIGARD OR 97223 Baths : Land :$31,400 Use :1012 RES,IMPROVED YrBlt :1993 Improv:$103,800 Census: - T -Bros: Acres :.13 93- 94Tx:$2,573.88 Legal:CASTLES AT BRITTANY, LOT PTS 9 -10, $/SqFt:$82.09 ■ =30 • RefPc1:1S133DB 04000 XfrDte: Name:JENKINS WILLIAM R;CAROL LEE B1dgSF:1,224 SalePr:$64,500 Site:11405 SW WINTER LAKE DR TIGARD 97223 Bedrms:4 Total :$101,360 Mail:11405 SW WINTER LAKE DR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$66,360 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,929.64 Legal:BRITTANY SQUARE 3, LOT 67 & PT 66 $/SqFt:$52.70 •=31 • RefPc1:1S133DB 00800 XfrDte:11 /24/92 Name:JOHNSON PHYLLIS R B1dgSF:1,290 SalePr:$98,500 Site:11586 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$102,480 Mail:11586 SW SHEFFIELD CIR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1985 Improv:$67,480 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,950.96 Legal:BRITTANY SQUARE 2, LOT 32 $/SqFt:$76.36 ■ =32 • RefPc1:1S133DB 01100 XfrDte:05 /24/91 Name:KAMINSKI GREG W;MARIA E B1dgSF:1,396 SalePr:$108,750 Site:11600 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$111,680 Mail:11600 SW SHEFFIELD CIR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1985 Improv:$76,680 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,126.11 Legal:BRITTANY SQUARE 2, LOT 35 $/SqFt:$77.90 ■ =33 ■ RefPc1:1S133DB 06400 XfrDte:04 /07/93 Name:KARLS MICHAEL J;TRACIE KENYON B1dgSF:1,808 SalePr:$139,275 Site:11081 SW ESCHMAN WAY TIGARD 97223 Bedrms:3 Total :$138,160 Mail:11081 SW ESCHMAN WAY TIGARD OR 97223 Baths : Land :$39,000 Use :1012 RES,IMPROVED YrBlt :1993 Improv:$99,160 Census: - T -Bros: Acres :.11 93- 94Tx:$2,630.20 Legal:CASTLES AT BRITTANY, LOT PTS 10 -11, $/SqFt:$77.03 • =34 • RefPc1:1S133DB 05700 XfrDte:10 /09/92 Name:KERNER PATRICK M;MYNDEE E B1dgSF:1,969 SalePr:$150,560 Site:11056 SW 131ST PL TIGARD 97223 Bedrms:4 Total :$143,820 Mail:11056 SW 131ST PL TIGARD OR 97223 Baths : Land :$39,000 Use :1012 RES,IMPROVED YrBlt :1992 Improv:$104,820 Census: - T -Bros: Acres :.12 93- 94Tx:$2,737.97 Legal:CASTLES AT BRITTANY, LOT 3, ACRES $/SqFt:$76.47 ■ =35 ■ RefPc1:1S133DB 04900 XfrDte:09 /29/92 Name:LEHNOW JOSEPH E;LESLIE J B1dgSF:1,884 SalePr:$138,000 Site:13145 SW WINTER LAKE CT TIGARD 97223 Bedrms:3 Total :$128,320 Mail:13145 SW WINTER LAKE CT TIGARD OR 97223 Baths : Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1989 Improv:$93,320 Census:319.03 - 2 T -Bros: 655 A3 Acres :.15 93- 94Tx:$2,442.88 Legal:BRITTANY SQUARE NO.4, LOT 77, ACRES $/SqFt:$73.25 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. ■ =36 Washington (OR) • RefPcl:1S133DB 00700 XfrDte:06 /14/94 Name:LING WILLIAM;NORMA B B1dgSF:1,330 SalePr:$120,000 Site:11580 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$106,250 Mail:1775 PALISADES TER LAKE OSWEGO OR 97034 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1985 Improv:$71,250 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,022.75 Legal:BRITTANY SQUARE 2, LOT 31 $ /SgFt:$90.23 ■ =37 ■ RefPc1:1S133DB 02300 XfrDte: Name:LYYSKI DALE A B1dgSF:1,662 SalePr:$73,200 Site:11591 SW 134TH PL TIGARD 97223 Bedrms:3 Total :$115,720 Mail:11591 SW 134TH PL TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1985 Improv:$80,720 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,203.02 Legal:BRITTANY SQUARE 2, LOT 47 $ /SgFt:$44.04 •=38 ■ RefPc1:1S133DB 01500 XfrDte:08 /31/92 Name:MAVOR STUART GLENN B1dgSF:1,333 SalePr:$99,950 Site:11665 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$100,740 Mail:11665 SW SHEFFIELD CIR TIGARD OR 97223 Baths :2.00 Land :$33,250 Use :1012 RES,IMPROVED YrBlt :1987 Improv:$67,490 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,917.84 Legal:BRITTANY SQUARE 2, LOT 39 $/SqFt:$74.98 .=39 ■ RefPc1:1S133DB 00300 XfrDte:09 /08/93 Name:MCCOMBS JEFFREY G;COLLEEN L B1dgSF:1,307 SalePr:$112,500 Site:11566 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$106,200 Mail:11566 SW SHEFFIELD CIR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$71,200 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,021.80 Legal:BRITTANY SQUARE 2, LOT 27 $ /SgFt:$86.07 •=40 • RefPc1:1S133DB 06900 XfrDte:08 /31/92 Name:MCCRACKEN JOHN W III;DEWANA M B1dgSF:1,941 SalePr:$139,900 Site:11054 SW ESCHMAN WAY TIGARD 97223 Bedrms:4 Total :$143,630 Mail:11054 SW ESCHMAN WAY TIGARD OR 97223 Baths : Land :$39,000 Use :1012 RES,IMPROVED YrBlt :1992 Improv:$104,630 Census: - T -Bros: Acres :.11 93- 94Tx:$2,734.34 Legal:CASTLES AT BRITTANY, LOT 15, ACRES $ /SgFt:$72.08 ■ =41 • RefPc1:1S133DB 03700 XfrDte: Name:MCGREGOR RICHARD D B1dgSF:2,119 SalePr:$79,900 Site:11465 SW WINTER LAKE DR TIGARD 97223 Bedrms:3 Total :$130,070 Mail:11465 SW WINTER LAKE DR TIGARD OR 97223 Baths :3.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1987 Improv:$95,070 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,476.21 Legal:BRITTANY SQUARE 3, LOT PTS 63 -65 $/SqFt:$37.71 ■ =42 • RefPc1:1S133DB 06500 XfrDte:05 /20/93 Name:MEYERS ALLAN W B1dgSF:2,161 SalePr:$156,490 Site:11103 SW ESCHMAN WAY TIGARD 97223 Bedrms:3 Total :$153,940 Mail:5517 SW MULTNOMAH BLVD PORTLAND OR 97219 Baths : Land :$40,950 Use :1012 RES,IMPROVED YrBlt :1993 Improv:$112,990 Census: - T -Bros: Acres :.14 93- 94Tx:$2,930.66 Legal:CASTLES AT BRITTANY, LOT 11, ACRES $/SqFt:$72.42 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. ■ =43 • Washington (OR) • • RefPc1:1S133DB 05100 XfrDte:08 /17/90 Name:MISENER GEORGE W;ELIZABETH C B1dgSF:1,884 SalePr:$97,676 Site:13101 SW WINTER LAKE CT TIGARD 97223 Bedrms:3 Total :$127,520 Mail:13101 SW WINTER LAKE CT TIGARD OR 97223 Baths : Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1990 Improv:$92,520 Census:319.03 - 2 T -Bros: 655 A3 Acres :.15 93- 94Tx:$2,427.66 Legal:BRITTANY SQUARE NO.4, LOT 79, ACRES $/SqFt:$51.85 ■ =44 • RefPc1:1S133DB 05200 XfrDte:12 /06/89 Name:MOGA MIRCEA;MARIA B1dgSF:1,906 SalePr:$22,000 Site:11245 SW WINTER LAKE DR TIGARD 97223 Bedrms:3 Total :$128,190 Mail:11245 SW WINTER LAKE DR TIGARD OR 97223 Baths : Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1989 Improv:$93,190 Census: - T -Bros: Acres :.16 93- 94Tx:$2,440.43 Legal:BRITTANY SQUARE NO.4, LOT 80, ACRES $/SqFt:$11.54 ■ =45 ■ RefPcl:1S133DB 00900 XfrDte:03 /12/92 Name:MUSCHIATTI JEFFREY L B1dgSF:1,653 SalePr:$119,950 Site:11588 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$118,820 Mail:11588 SW SHEFFIELD CIR TIGARD OR 97223 Baths :3.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1987 Improv:$83,820 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,262.05 Legal:BRITTANY SQUARE 2, LOT 33 $/SqFt:$72.57 ■ =46 • RefPc1:1S133DB 01900 XfrDte:11 /23/93 Name:MYERS CHARLES A JR;ROXANNE B1dgSF:1,432 SalePr:$127,000 Site:11599 SW 134TH PL TIGARD 97223 Bedrms:3 Total :$117,090 Mail:11599 SW 134TH PL TIGARD OR 97223 Baths :2.00 Land :$33,250 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$83,840 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,229.11 Legal:BRITTANY SQUARE 2, LOT 43 $/SqFt:$88.69 ■ =47 • RefPc1:1S133DB 02400 XfrDte: Name:O'HALLORAN KEVIN J B1dgSF:1,625 SalePr:$64,750 Site:11589 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$119,030 Mail:11589 SW SHEFFIELD CIR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$84,030 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,266.04 Legal:BRITTANY SQUARE 2, LOT 48 $/SqFt:$39.85 ■ =48 • RefPc1:1S133DB 03200 XfrDte:04 /02/90 Name:PFEIFER ALLEN C;LISA C B1dgSF:1,453 SalePr:$89,000 Site:11573 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$111,550 Mail:11573 SW SHEFFIELD CIR TIGARD OR 97223 Baths :3.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$76,550 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,123.64 Legal:BRITTANY SQUARE 2, LOT 56 $/SqFt:$61.25 ■ =49 • RefPc1:1S133DB 02500 XfrDte: Name:ROBERTSON LEE H B1dgSF:1,714 SalePr:$17,500 Site:11587 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$117,270 Mail:11587 SW SHEFFIELD CIR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1985 Improv:$82,270 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,232.52 Legal:BRITTANY SQUARE 2, LOT 49 $/SqFt:$10.21 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. ■ =50 • Washington (OR) • • RefPc1:1S133DB 02800 XfrDte: Name:ROTHENBERGER THOMAS A BldgSF:1,954 SalePr:$65,000 Site:11581 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$124,220 Mail:11581 SW SHEFFIELD CIR TIGARD OR 97223 Baths :3.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1985 Improv:$89,220 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,364.84 Legal:BRITTANY SQUARE 2, LOT 52 $/SqFt:$33.27 ■ =51 • RefPc1:1S133DB 02900 XfrDte:11 /30/93 Name:RUSSO SANDIE B1dgSF:1,384 SalePr:$102,000 Site:11579 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$105,780 Mail:5435 SW NATCHEZ ST TUALATIN OR 97062 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$70,780 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,013.79 Legal:BRITTANY SQUARE 2, LOT 53 $ /SgFt:$73.70 ■ =52 • RefPc1:1S133DB 05800 XfrDte:12 /17/93 Name:RYMAL CHARLES D;SUSAN K B1dgSF:1,734 SalePr: Site:11038 SW 131ST PL TIGARD 97223 Bedrms:3 Total :$136,600 Mail:11038 SW 131ST PL TIGARD OR 97223 Baths : Land :$39,000 Use :1012 RES,IMPROVED YrBlt :1993 Improv:$97,600 Census: - T -Bros: Acres :.14 93- 94Tx:$2,600.52 Legal:CASTLES AT BRITTANY, LOT 4, ACRES $/SqFt: ■ =53 • RefPc1:1S133DB 02600 XfrDte:04 /10/92 Name:SACKLEY WAYNE;ANNE B BldgSF:1,453 SalePr:$111,500 Site:11585 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$111,100 Mail:11585 SW SHEFFIELD CIR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$76,100 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,115.04 Legal:BRITTANY SQUARE 2, LOT 50 $/SqFt:$76.74 ■ =54 • RefPc1:1S133DB 04500 XfrDte:07 /03/90 Name:SANSOM TIMOTHY D B1dgSF:1,770 SalePr:$95,000 Site:11369 SW WINTER LAKE DR TIGARD 97223 Bedrms:3 Total :$113,280 Mail:11369 SW WINTER LAKE DR TIGARD OR 97223 Baths : Land :$26,000 Use :1012 RES,IMPROVED YrBlt :1990 Improv:$87,280 Census: - T -Bros: Acres :.16 93- 94Tx:$2,156.56 Legal:BRITTANY SQUARE NO.4, LOT 73, ACRES $/SqFt:$53.67 ■ =55 • RefPcl:1S133DB 06800 XfrDte:12 /18/92 Name:SHELTON SCOTT K;JUDITH L B1dgSF:2,020 SalePr:$146,000 Site:11076 SW ESCHMAN WAY TIGARD 97223 Bedrms:4 Total :$145,460 Mail:11076 SW ESCHMAN WAY TIGARD OR 97223 Baths : Land :$39,000 Use :1012 RES,IMPROVED YrBlt :1992 Improv:$106,460 Census: - T -Bros: Acres :.11 93- 94Tx:$2,769.20 Legal:CASTLES AT BRITTANY, LOT 14, ACRES $/SqFt:$72.28 ■ =56 • RefPc1:1S133DB 01300 XfrDte:04 /29/92 Name:SIMMONS STEVEN C;JOELLE L B1dgSF:1,324 SalePr:$106,000 Site:11660 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$106,050 Mail:11660 SW SHEFFIELD CIR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1985 Improv:$71,050 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93 - 94Tx:$2,018.92 Legal:BRITTANY SQUARE 2, LOT 37 $ /SgFt:$80.06 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. • • ■ =57 Washington (OR) • RefPc1:1S133DB 04800 XfrDte:05 /01/90 Name:SMITH BRADLEY D;MARI A B1dgSF:1,905 SalePr:$105,000 Site:13156 SW WINTER LAKE CT TIGARD 97223 Bedrms:3 Total :$130,670 Mail:13156 SW WINTER LAKE CT TIGARD OR 97223 Baths : Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1989 Improv:$95,670 Census:319.03 - 2 T -Bros: 655 A3 Acres :.15 93- 94Tx:$2,487.63 Legal:BRITTANY SQUARE NO.4, LOT 76, ACRES $/SqFt:$55.12 ■ =58 • RefPc1:1S133DB 05900 XfrDte:01 /06/93 Name:STASHIN FRANK D B1dgSF:1,548 SalePr:$132,000 Site:11012 SW 131ST PL TIGARD 97223 Bedrms:3 Total :$127,850 Mail:PO BOX 230094 TIGARD OR 97281 Baths : Land :$39,000 Use :1012 RES,IMPROVED YrBlt :1993 Improv:$88,850 Census: - T -Bros: Acres :.16 93- 94Tx:$2,433.96 Legal:CASTLES AT BRITTANY, LOT 5, ACRES $/SqFt:$85.27 ■ =59 ■ RefPc1:1S133DB 01400 XfrDte:08 /08/91 Name:STEINHARDT ERIC A;REBECCA A B1dgSF:1,345 SalePr:$95,000 Site:11685 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$104,320 Mail:11685 SW SHEFFIELD CIR TIGARD OR 97223 Baths :2.00 Land :$33,250 Use :1012 RES,IMPROVED YrBlt :1985 Improv:$71,070 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,985.98 Legal:BRITTANY SQUARE 2, LOT 38 $ /SgFt:$70.63 ■ =60 ■ RefPc1:1S133DB 01800 XfrDte:08 /01/91 Name:STREJC TANYA L B1dgSF:1,662 SalePr:$116,950 Site:11605 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$117,120 Mail:11605 SW SHEFFIELD CIR TIGARD OR 97223 Baths :3.00 Land :$33,250 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$83,870 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,229.67 Legal:BRITTANY SQUARE 2, LOT 42 $ /SgFt:$70.37 . =61 ■ RefPcl:1S133DB 01600 XfrDte:04 /26/91 Name:SUPPI SHERRY K B1dgSF:1,334 SalePr:$91,000 Site:11645 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 Total :$106,350 Mail:11645 SW SHEFFIELD CIR TIGARD OR 97223 Baths :2.00 Land :$33,250 Use :1012 RES,IMPROVED YrBlt :1987 Improv:$73,100 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,024.64 Legal:BRITTANY SQUARE 2, LOT 40 $/SqFt:$68.22 ■ =62 ■ RefPc1:1S133DB 04200 XfrDte: Name:TIGARD CITY OF B1dgSF: SalePr: Site: *NO SITE ADDRESS* Bedrms: Total : Mail:PO BOX 23397 TIGARD OR 97281 Baths : Land . Use :9153 GOV,CITY YrBlt : Improv: Census: - T -Bros: Acres :5.07 93 -94Tx: Legal:ACRES 5.07, NON - ASSESSABLE $/SqFt: ■ =63 ■ RefPc1:1S133DB 00101 XfrDte: Name:TIGARD CITY OF B1dgSF: SalePr: Site: *NO SITE ADDRESS* Bedrms: Total : Mail:PO BOX 23397 TIGARD OR 97281 Baths : Land . Use :9152 GOV,CITY YrBlt : Improv: Census: - T -Bros: Acres :13.05 93 -94Tx: Legal:ARI GREEN, TRACT C (GREENWAY), $/SqFt: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. - =64 411 Washington (OR) • RefPc1:1S133DB 07200 XfrDte: Name:TIGARD CITY OF B1dgSF SalePr: Site: *NO SITE ADDRESS* Bedrms: Total :$8,490 Mail:PO BOX 23397 TIGARD OR 97281 Baths : Land :$8,490 Use :9152 GOV,CITY YrBlt : Improv: Census: - T -Bros: Acres :.78 93 -94Tx: Legal:CASTLES AT BRITTANY, TRACT A, ACRES . . $ /SgFt: ■ =6.5 • - RefPc1:1S133DB 03400 XfrDte: Name :TRUBITS WILLIAM J;BETH.L BIdgSF:1,565 SalePr:$70,620 Site:11569 SW SHEFFIELD CIR TIGARD 97223 Bedrms :3 ,Total :$116,510 Mail:11569 SW SHEFFIELD CIR TIGARD OR 97223 Baths :2.00 Land :$35 Use :1012. RES,IMPROVED YrBlt :1987 Improv:$81,510 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,218.05 Legal:BRITTANY SQUARE 2, LOT 58 $/SqFt:$45.12 • = 66 ■. RefPc1:1S133DB 06200 XfrDte:02 /12/93 • Name:VAKIATHANA NOOTCHANART B1dgSF: SalePr:$139,900 Site:11047 SW ESCHMAN WAY TIGARD 97223 . ' Bedrms:3 Total :$132,870 Mail:11047•SW ESCHMAN WAY TIGARD OR 97223 Baths : Land :$39,000 Use :1012 RES,IMPROVED YrBlt :1992 Improv:$93,870 Census: - .T -Bros: •. Acres :.I1 93-94Tx:$2,529.52 Legal:CASTLES AT BRITTANY, LOT 8 & PT 9, $/SqFt:$79.22 ■ =67 • RefPc1:1S133DB 01200 XfrDte:02 /25/92 Name :WILSON JEREMY . . B1dgSF:1,300 SalePr Site:11640 SW SHEFFIELD CIR TIGARD 97 Bedrms:3 Total :$104,740 Mail:2785.'NW BAUER WOODS DR PORTLAND . OR , ; . -97229 Baths. :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$69,740 Census:319.03 - 2 • T -Bros: 655 A3 .. -Acres : . • 93 -94Tx :$1,9 Legal:BRITTANY SQUARE 2, LOT 36 $/SqFt: ■ =68 • RefPc1:1S133DB 04700 XfrDte:09 /26/90 Name:YASUMIISHI KIP KAZUO;KRISTI L BIdgSF:1,893 SalePr:$111,000 Site:13134 SW WINTER LAKE CT TIGARD 97223 Bedrms:3 Total :$132,030 Mail:13134 SW WINTER LAKE CT TIGARD OR 97223 Baths : Land :$35,000 • Use :1012 RES,IMPROVED YrBlt :1990 : Improv:$ ° 97,030 Census:319.03 - 2 T -Bros: 655 A3 Acres :.17 93- 94Tx:$2,513.52 • Legal:BRITTANY SQUARE N0.4, LOT. 75, ACRES $/SqFt:$58.64 RefPc1:1S133DB 01000 XfrDte:05 /27/94 Name:YEUNG AMY BIdgSF:1,662 SalePr :$135,000 Site:11590 SW SHEFFIELD CIR TIGARD 97223 Bedrms:3 • Total :$115,300 Mail:5016 ROBINSON ST FLUSHING NY 11355 Baths :2.00'. Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1985 Improv:$80,300 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,195.04 Legal:BRITTANY SQUARE 2, 34 $ /SgFt:$81.23 • The Information Provided Is Deemed Reliable, But is Not Guaranteed.. • ■ =1 Washington (OR) ■ RefPc1:1S133AC 01700 XfrDte:07 /29/94 Name:ALONZO MANUE EDWARD B1dgSF:1,141 SalePr:$114,000 Site:10665 SW COTTONTAIL PL BEAVERTON 97005 Bedrms:3 Total :$89,500 Mail:10665 SW COTTONTAIL PL BEAVERTON OR 97005Baths :2.00 Land :$36,900 Use :1014 RES,IMPROVED YrBlt :1986 Improv:$52,600 Census:310.04 - 4 T -Bros: 655 A2 Acres : 93- 94Tx:$1,756.11 Legal:FORESTGLEN NO.4, LOT 347 $/SqFt:$99.91 •=2 • RefPc1:1S133AC 03200 XfrDte: ✓ Name:COOCH TIMOTHY G;MARIANN B B1dgSF:1,060 SalePr:$54,000 Site:10645 SW 130TH AVE BEAVERTON 97005 Bedrms:3 Total :$81,410 Mail:10645 SW 130TH AVE BEAVERTON OR 97005 Baths :1.00 Land :$34,850 Use :1014 RES,IMPROVED YrBlt :1985 Improv:$46,560 Census:310.04 - 4 T -Bros: 655 A2 Acres : 93- 94Tx:$1,597.37 Legal:FORESTGLEN NO.4, LOT PT 362 $ /SgFt:$50.94 RefPcl:1S133AC 07500 XfrDte:12 /09/91 Name:DIFALCO JOHN A JR;LINDA M B1dgSF:2,100 SalePr:$145,000 Site:13420 SW COUGAR CT BEAVERTON 97005 Bedrms:4 Total :$155,120 Mail:13420 SW COUGAR CT BEAVERTON OR 97005 Baths : Land :$36,900 Use :1014 RES,IMPROVED YrBlt :1989 Improv:$118,220 Census:310.04 - 4 T -Bros: 655 A2 Acres : 93- 94Tx:$3,043.67 Legal:ASHWOOD DOWNS, LOT 40 $ /SgFt:$69.05 ■ =4 ■ RefPc1:1S133AC 08000 XfrDte: Name:GRABHORN BURTON E B1dgSF: SalePr: Site: *NO SITE ADDRESS* Bedrms: Total :$7,420 Mail:11493 SE 82ND AVE PORTLAND OR 97266 Baths : Land . Use :5033 AGR,FARM DEFERRAL YrBlt : Improv: Census: - T -Bros: Acres :15.14 93- 94Tx:$141.24 Legal:ACRES 15.14, UNZONED $/SqFt: •=5 RefPc1:1S133AC 01800 XfrDte:01 /18/91 Name:HAY ARTHUR D;JOAN E B1dgSF:1,206 SalePr:$87,000 Site:10675 SW COTTONTAIL PL BEAVERTON 97005 Bedrms:3 Total :$88,890 Mail:11925 NE LAUREN LN NEWBERG OR 97132 Baths :2.00 Land :$36,900 Use :1014 RES,IMPROVED YrBlt :1985 Improv:$51,990 Census:310.04 - 4 T -Bros: 655 A2 Acres : 93- 94Tx:$1,744.14 Legal:FORESTGLEN NO.4, LOT 348 $/SqFt:$72.14 RefPc1:1S133AC 06000 XfrDte:11 /24/93 Name:JOHNSON MARK A;JEAN M B1dgSF:2,114 SalePr:$165,000 Site:10695 SW 133RD PL BEAVERTON 97005 Bedrms:4 Total :$153,820 Mail:10695 SW 133RD PL BEAVERTON OR 97005 Baths : Land :$36,900 Use :1014 RES,IMPROVED YrBlt :1989 Improv:$116,920 Census:310.04 - 4 T -Bros: 655 A2 Acres : 93- 94Tx:$3,018.17 Legal:ASHWOOD DOWNS, LOT 25 $ /SgFt:$78.05 RefPc1:1S133AC 07600 XfrDte:03 /23/94 Name:LE TUYET -MINH B1dgSF:1,735 SalePr: Site:13430 SW COUGAR CT BEAVERTON 97005 Bedrms:3 Total :$145,200 Mail:13430 SW COUGAR CT BEAVERTON OR 97005 Baths : Land :$36,900 Use :1014 RES,IMPROVED YrBlt :1988 Improv:$108,300 Census:310.04 - 4 T -Bros: 655 A2 Acres : 93- 94Tx:$2,849.02 Legal:ASHWOOD DOWNS, LOT 41 $/SqFt: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. • . •=8 Washington (OR) RefPcl:1S133AC 01900 XfrDte:04 /21/93 Name:LIM CHOON - SUP;OK -HI BldgSF:1,949 SalePr:$114,500 Site:10670 SW COTTONTAIL PL BEAVERTON 97005 Bedrms:4 Total :$112,540 Mail:10670 SW COTTONTAIL PL BEAVERTON OR 97005Baths :3.00 Land :$36,900 Use :1014 RES,IMPROVED YrBlt :1986 Improv:$75,640 Census:310.04 - 4 T -Bros: 655 A2 Acres : 93- 94Tx:$2,208.18 Legal:FORESTGLEN NO.4, LOT 349 $/SqFt:$58.75 ■ =9 RefPcl:1S133AC 03300 XfrDte: Name:MATRIX DEVELOPMENT CORP B1dgSF: SalePr: Site: *NO SITE ADDRESS* Bedrms: Total :$3,000 Mail:PO BOX 1408 TUALATIN OR 97062 Baths : Land :$3,000 Use :1004 VACANT,RESIDENTIAL YrBlt : Improv: Census: - T -Bros: Acres : 93 -94Tx: Legal:FORESTGLEN NO.4, TRACT N (DRAINAGE $/SqFt: •=10 RefPc1:1S133AC 05900 XfrDte:06 /15/94 Name:SHILLINGBURG NANCY F B1dgSF:2,189 SalePr:$167,500 Site:10690 SW 133RD PL BEAVERTON 97005 Bedrms:3 Total :$158,150 Mail:10690 SW 133RD PL BEAVERTON OR 97005 Baths : Land :$36,900 Use :1014 RES,IMPROVED YrBlt :1990 Improv:$121,250 Census:310.04 - 4 T -Bros: 655 A2 Acres : 93- 94Tx:$3,103.14 Legal:ASHWOOD DOWNS, LOT 24 $/SqFt:$76.52 ■ =11 RefPc1:1S133AC 07700 XfrDte:02 /16/89 Name:SMITH CHARLES E;ROSE H B1dgSF:1,415 SalePr:$19,000 Site:13450 SW COUGAR CT BEAVERTON 97005 Bedrms:3 Total :$122,480 Mail:13450 SW COUGAR CT BEAVERTON OR 97005 Baths : Land :$36,900 Use :1014 RES,IMPROVED YrBlt :1989 Improv:$85,580 Census:310.04 - 4 T -Bros: 655 A2 Acres : 93- 94Tx:$2,403.26 Legal:ASHWOOD DOWNS, LOT 42 $/SqFt:$13.43 ■ =12 RefPc1:1S133AC 06100 XfrDte:05 /31/90 Name:TRAN VINH QUANG B1dgSF:2,058 SalePr:$124,900 Site:10685 SW 133RD PL BEAVERTON 97005 Bedrms:4 Total :$150,700 Mail:10685 SW 133RD PL BEAVERTON OR 97005 Baths : Land :$36,900 Use :1014 RES,IMPROVED YrBlt :1989 Improv:$113,800 Census:310.04 - 4 T -Bros: 655 A2 Acres : 93- 94Tx:$2,956.94 Legal:ASHWOOD DOWNS, LOT 26 $ /SgFt:$60.69 ■ =13 RefPc1:1S133AC 03400 XfrDte: Name:TUGG RANDY L B1dgSF:3,221 SalePr: Site:13055 SW SCHOLLS FERRY RD BEAVERTON 97005Bedrms:2 Total :$88,480 Mail:13060 SW COTTONTAIL LN BEAVERTON OR 97005Baths :1.00 Land :$45,570 Use :1014 RES,IMPROVED YrBlt :1914 Improv:$42,910 Census:310.04 - 4 T -Bros: 655 A2 Acres :.63 93- 94Tx:$1,736.09 Legal:ACRES .63 $/SqFt: ■ =14 RefPcl:1S133AC 07900 XfrDte:05 /13/93 Name:WHITNEY BLAIR M B1dgSF:1,636 SalePr:$124,900 Site:10800 SW 135TH AVE BEAVERTON 97005 Bedrms:3 Total :$131,170 Mail:10800 SW 135TH AVE BEAVERTON OR 97005 Baths : Land :$35,060 Use :1014 RES,IMPROVED YrBlt :1989 Improv:$96,110 Census:310.04 - 4 T -Bros: 655 A2 Acres : 93- 94Tx:$2,573.74 Legal:ASHWOOD DOWNS, LOT 44 $/SqFt:$76.34 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. •. •' Y • • • • $ - 2 • 339 330 337 336 •. 335 ",v •,� a..v 4.-• 4•" W .a . .3.114 .3.114 . 2 4600 • + 16 i 17 'TORE .ST G L EN 334 `$ 319 310 317. Q 4 11 a .. _ • r' '' R = s ue • ;0 00 LANE:? 4500 t, • r 6700 N..s.}• .. T, w _ 5 • • 10 r„ Y � y - • i " ' � _(1 � O 3300 2 r 2iao • , z9 3000 t N 4 000 • + 4400 T j lT • 0 '' . 3904 aaa > j 5 ? • , X00., 9 •• j a '5400 • • 16 g 7. 354 357: ': :f V. ' y • In 3800 W 4100 8 ; r a>.. d •e lim O 2200 '1"' '1"' ••..,� . �' • 3100' . • 9 3 3 Q ,� '' v i . •••• 5500 1 1200 au ..• 2100 3400 n• • , R 561 i If % I1 S • .•, 6500 • W 20 z '' b 342 2 . as l a, ,c aA.• L iS.W. • .,or W A 5200 3' a 5 600 9� -1 8 382 d • • _ . 8800 6400 . 21 . , PL E ° f ..' ' + • "4 "' q ' ' 3700 • ° °6900 6800 M C � • 2 �.. 1400 : � • p 2 34 33 C \ 1 26300 ' r = 5700 o • #•••'" •' • '' i ^ h ' 4 9 22 ( 17 S00 3yS ` 0 . 9 3600 /• - . •4 t. D O 28 "D L 1 348 _ ; p , • f • 1100 7200 8200 r •VD 5800 34 � d ,_' �• W • 1 • 38 1 37 7300 • 31 n 2a i 5.6...- *••• yy�� S E 380 a° ' • 1; , 38 1 a. 27 % 11 ! i• Y 3303 • •` °� •�.�1 W 7000 O 444 .7. 5900 e.r�r«a�. W .,a•" • [ by 600 C�yaa Q ' % a 35 •• +P�1 C . 740„ 28 S 25 ' 24 f a -- --- _•e 1 4 i K • SEE YAP � i SW. COVG ..,0 f oo 7600 40 �. .�� b \gyp. Is 1 3340 7900 7700 {, • >' � �.' c 43 _ 41 ' . fT . i rr y 7900 / 6%1• � cJ M, • i 44 4, • .- — ,.11{Ok.`' _ 7r R $ ? C 0 . � s. I. '6 - r ks —. N ' e000 • • c • >� R 5 I - 85 FOR ASSESSMENT PURPOSES ONLY. 1 = FOR N RELY ON SEE MAP i R ANY °ma USE IS 133CA • (co. 0,2411 aa it I a .rN'n•a a«.M 1•04.n1 4 54 gw = s1 ' Y r.a.w 4; i' m« ' «M � HAWK'S BEARD i _ ..s Ip ' .. .. T EE %C PA S- WA ---"" a.I NU•[ ..a 1 S, SEE MAP S 13308 • 3 I TIGARD • • BEAVERTON 11 IS I 33AC '1 • • i ■ =1 Washington (OR) RefPc1:1S133CA 00300 XfrDte: Name:COE GARY R B1dgSF:2,452 SalePr: Site:11115 SW 135TH AVE TIGARD 97223 Bedrms:5 Total :$202,140 Mail:11115 SW 135TH AVE PORTLAND OR 97223 Baths :3.00 Land :$49,650 Use :1013 RES,IMPROVED YrBlt :1980 Improv:$152,490 Census:319.01 - 1 T -Bros: 655 A2 Acres :2.31 93- 94Tx:$3,848.24 Legal:MILLARD & VANCHUYVER TRACT, LOT PT $/SqFt: ■ =2 ■ RefPcl:1S133CA 00200 XfrDte:06 /12/92 •/ Name:GROSS E ALEEN B1dgSF:1,848 SalePr:$124,000 Site:11035 SW 135TH AVE TIGARD 97223 Bedrms:3 Total :$91,140 Mail:2955 SW FAIRVIEW BLVD PORTLAND OR 97201 Baths :2.00 Land :$30,000 Use :1013 RES,IMPROVED YrBlt :1930 Improv:$61,140 Census:319.01 - 1 T -Bros: 655 A2 Acres :1.32 93- 94Tx:$1,735.07 Legal:MILLARD & VANCHUYVER TRACT, LOT PT $ /SgFt:$67.10 ■ =3 RefPc1:1S133CA 00500 XfrDte: Name:NELSON GARY R PATSY A BldgSF: SalePr: Site:11295 SW 135TH AVE TIGARD 97223 Bedrms: Total :$105,560 Mail:11295 SW 135TH AVE TIGARD OR 97223 Baths : Land :$30,000 Use :7013 RES,MULTIPLE HOUSING,IMPROVEMENTS YrBlt : Improv:$75,560 Census:319.01 - 1 T -Bros: 655 A3 Acres :.32 93- 94Tx:$2,009.59 Legal:MILLARD & VANCHUYVER TRACT, LOT PT $/SqFt: ■ =4 RefPc1:1S133CA 00700 XfrDte: Name:NELSON GARY R PATSY A BldgSF: SalePr: Site:11265 SW 135TH AVE TIGARD 97223 Bedrms: Total :$1,608,530 Mail:11295 SW 135TH AVE TIGARD OR 97223 Baths : Land :$200,000 Use :7013 RES,MULTIPLE HOUSING,IMPROVEMENTS YrBlt : Improv:$1,408,530 Census:319.01 - 1 T -Bros: 655 A3 Acres :2.15 93- 94Tx:$30,622.39 Legal:MILLARD & VANCHUYVER TRACT, LOT PT $/SqFt: ■ =5 RefPc1:1S133CA 00800 XfrDte:06 /14/89 Name:PFI SUNFLOWER LIMITED INC BldgSF: SalePr:$5,675,000 Site:11401 SW 135TH AVE TIGARD 97223 Bedrms: Total :$514,280 Mail:825 NE MULTNOMAH ST #775 PORTLAND OR 9723Baths : Land :$64,000 Use :7013 RES,MULTIPLE HOUSING,IMPROVEMENTS YrBlt : Improv:$450,280 Census:319.01 - 1 T -Bros: 655 A3 Acres :.66 93- 94Tx:$9,790.61 Legal:MILLARD & VANCHUYVER TRACT, LOT PT $/SqFt: ■ =6 • RefPc1:1S133CA 00900 XfrDte:06 /14/89 Name:PFI SUNFLOWER LIMITED INC BldgSF: SalePr:$5,675,000 Site:11401 SW 135TH AVE TIGARD 97223 Bedrms: Total :$1,092,850 Mail:825 NE MULTNOMAH ST #775 PORTLAND OR 9723Baths : Land :$136,000 Use :7013 RES,MULTIPLE HOUSING,IMPROVEMENTS YrBlt : Improv:$956,850 Census:319.01 - 1 T -Bros: 655 A3 Acres :1.35 93- 94Tx:$20,805.14 Legal:MILLARD & VANCHUYVER TRACT, LOT PT $/SqFt: RefPc1:1S133CA 00100 XfrDte: Name:SHRADER DALE G TRUSTEE BldgSF: SalePr: Site: *NO SITE ADDRESS* Bedrms: Total :$144,000 Mail:8405 165TH AVE NE REDMOND WA 98052 Baths : Land :$144,000 Use :7003 RES,MULTIPLE HOUSING LAND YrBlt : Improv: Census: - T -Bros: Acres :1.95 93- 94Tx:$2,741.41 Legal:MILLARD & VANCHUYVER TRACT, LOT PT $/SqFt: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. III i ■ =8 Washington (OR) ■ RefPc1:1S133CA 00400 XfrDte: Name:TIGARD CITY OF B1dgSF: SalePr: Site: *NO SITE ADDRESS* Bedrms: Total : Mail:PO BOX 23397 TIGARD OR 97281 Baths : Land . Use :9153 GOV,CITY YrBlt : Improv: Census: - T -Bros: Acres :.24 93 -94Tx: Legal:MILLARD & VANCHUYVER TRACT, LOT PT $/SqFt: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. • • ■ =1 Washington (OR) • RefPc1:1S133DC 06300 XfrDte: Name:BELL LYNDA D B1dgSF:1,584 SalePr:$67,300 Site:13380 SW BRITTANY DR TIGARD 97223 Bedrms:3 Total :$112,290 Mail:13370 SW BRITTANY DR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1984 Improv:$77,290 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,137.72 Legal:BRITTANY SQUARE NO.1, LOT 21 $/SqFt:$42.49 •=2 • RefPc1:1S133DC 05300 XfrDte:03 /26/90 Name:BLAYLOCK ORVILLE B;SHIRLEY B1dgSF:1,360 SalePr:$78,000 Site:13335 SW BRITTANY DR TIGARD 97223 Bedrms:3 Total :$104,000 Mail:68808 HIGHWAY 97 MORO OR 97039 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1983 Improv:$69,000 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,979.89 Legal:BRITTANY SQUARE NO.1, LOT 11 $/SqFt:$57.35 ■ =3 ■ RefPc1:1S133DC 04500 XfrDte:11 /21/91 Name:CARR PATRICIA L B1dgSF:984 SalePr:$82,000 Site:11560 SW 133RD PL TIGARD 97223 Bedrms:2 Total :$88,310 Mail:11560 SW 133RD PL TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1983 Improv:$53,310 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,681.20 Legal:BRITTANY SQUARE NO.1, LOT 3 $/SqFt:$83.33 •=4 • RefPc1:1S133DC 10700 XfrDte: Name:DAVIS RAYMOND L B1dgSF:2,129 SalePr:$78,100 Site:13225 SW BRITTANY DR TIGARD 97223 Bedrms:4 Total :$130,360 Mail:13325 SW BRITTANY DR TIGARD OR 97223 Baths :3.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1987 Improv:$95,360 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,481.72 Legal:BRITTANY SQUARE NO.3, LOT PTS 61 -63 $/SqFt:$36.68 RefPc1:1S133DC 06800 XfrDte:11 /03/89 Name:ENGEL MICHAEL B1dgSF:1,180 SalePr:$75,500 Site:13270 SW BRITTANY DR TIGARD 97223 Bedrms:2 Total :$99,910 Mail:13270 SW BRITTANY DR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1983 Improv:$64,910 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,902.03 Legal:BRITTANY SQUARE NO.1, LOT 26 $/SqFt:$63.98 RefPc1:1S133DC 05400 XfrDte:12 /26/91 Name:GILLETT REBECCA J B1dgSF:1,182 SalePr:$102,300 Site:13355 SW BRITTANY DR TIGARD 97223 Bedrms:2 Total :$99,860 Mail:13355 SW BRITTANY DR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1984 Improv:$64,860 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,901.09 Legal:BRITTANY SQUARE NO.1, LOT 12 $/SqFt:$86.55 •=7 • RefPc1:1S133DC 06000 XfrDte:05 /30/90 Name:HOANG LAN P B1dgSF:1,196 SalePr:$81,200 Site:11680 SW BRITTANY DR TIGARD 97223 Bedrms:2 Total :$101,810 Mail:7102 SW 182ND AVE ALOHA OR 97007 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1984 Improv:$66,810 Census: - T -Bros: 655 A3 Acres : 93- 94Tx:$1,938.22 Legal:BRITTANY SQUARE NO.1, LOT 18 $/SqFt:$67.89 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. • •=8 Washington (OR) • RefPc1:1S133DC 06600 XfrDte:03 /02/94 Name:HOLLIDAY JOSEPH D;ANN M B1dgSF:1,322 SalePr:$119,500 Site:13310 SW BRITTANY DR TIGARD 97223 Bedrms:2 Total :$104,720 Mail:13310 SW BRITTANY DR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1984 Improv:$69,720 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,993.61 Legal:BRITTANY SQUARE NO.1, LOT 24 $ /SgFt:$90.39 ■ =9 ■ RefPcl:1S133DC 10300 XfrDte: Name:HOLTON MICHAEL DAVID B1dgSF:2,193 SalePr:$85,000 Site:13220 SW BRITTANY DR TIGARD 97223 Bedrms:4 Total :$136,430 Mail:13220 SW BRITTANY DR TIGARD OR 97223 Baths :3.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1988 Improv:$101,430 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,597.28 Legal:BRITTANY SQUARE NO.3, LOT PTS 68 & $/SqFt:$38.76 •=10 • RefPcl:1S133DC 10600 XfrDte: Name:KRONER THOMAS M B1dgSF:1,691 SalePr:$73,840 Site:13235 SW BRITTANY DR TIGARD 97223 Bedrms:3 Total :$120,820 Mail:13235 SW BRITTANY DR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1987 Improv:$85,820 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,300.11 Legal:BRITTANY SQUARE NO.3, LOT PTS 61 & $/SqFt:$43.67 •=11 • RefPc1:1S133DC 07900 XfrDte:09 /13/89 Name:LANG RICHARD P;SHEILA ANN B1dgSF:1,280 SalePr:$85,500 Site:11690 SW 134TH TER TIGARD 97223 Bedrms:3 Total :$104,420 Mail:11690 SW 134TH TER TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1984 Improv:$69,420 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,987.87 Legal:WINTER LAKE, LOT 10 $ /SgFt:$66.80 •=12 • RefPc1:1S133DC 06700 XfrDte:07 /30/93 Name:MAKIN GAYLE O;SUE A B1dgSF:1,148 SalePr:$108,500 Site:13290 SW BRITTANY DR TIGARD 97223 Bedrms:2 Total :$99,430 Mail:17245 HANNEMAN CT GLADSTONE OR 97027 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1984 Improv:$64,430 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,892.92 Legal:BRITTANY SQUARE NO.1, LOT 25 $/SqFt:$94.51 •=13 • RefPc1:1S133DC 06100 XfrDte:12 /03/93 Name:MCADAMS G EUGENE B1dgSF:1,594 SalePr:$119,500 Site:13420 SW BRITTANY DR TIGARD 97223 Bedrms:3 Total :$111,600 Mail:652 FLORAL PL HOOD RIVER OR 97031 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$76,600 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,124.59 Legal:BRITTANY SQUARE NO.1, LOT 19 $/SqFt:$74.97 •=14 • RefPc1:1S133DC 05100 XfrDte:09 /24/92 Name:MULLEN MICHAEL E;TAMARA LEE B1dgSF:1,112 SalePr:$92,000 Site:11559 SW 133RD PL TIGARD 97223 Bedrms:2 Total :$96,310 Mail:PO BOX 7190 PASADENA CA 91109 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$61,310 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,833.51 Legal:BRITTANY SQUARE NO.1, LOT 9 $/SqFt:$82.73 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. • • ■ =15 Washington (OR) • RefPc1:1S133DC 06500 XfrDte:08 /10/92 Name:MUNDON CAROLYN A;JERRY L BldgSF:1,364 SalePr: Site:13330 SW BRITTANY DR TIGARD 97223 Bedrms:2 Total :$105,200 Mail:13330 SW BRITTANY DR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1985 Improv:$70,200 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,002.74 Legal:BRITTANY SQUARE NO.1, LOT 23 $/SqFt: ■ =16 • RefPc1:1S133DC 06200 XfrDte: Name:OLSON RICHARD G;MICHELE B1dgSF:1,246 SalePr:$59,300 Site:13390 SW BRITTANY DR TIGARD 97223 Bedrms:3 Total :$100,920 Mail:11390 SW BRITTANY SQ TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1987 Improv:$65,920 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,921.27 Legal:BRITTANY SQUARE NO.1, LOT 20 $/SqFt:$47.59 ■ =17 • RefPc1:1S133DC 10800 XfrDte: Name:PETTITT JANET KATHLEEN B1dgSF:1,285 SalePr:$66,100 Site:13215 SW BRITTANY DR TIGARD 97223 Bedrms:3 Total :$106,700 Mail:13215 SW BRITTANY DR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1987 Improv:$71,700 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,031.29 Legal:BRITTANY SQUARE NO.3, LOT PT 62 $/SqFt:$51.44 ■ =18 • RefPc1:1S133DC 04400 XfrDte:12 /16/92 Name:RABAGO JUAN C B1dgSF:1,972 SalePr:$118,500 Site:13250 SW BRITTANY DR TIGARD 97223 Bedrms:5 Total :$127,060 Mail:13250 SW BRITTANY DR TIGARD OR 97223 Baths :3.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1987 Improv:$92,060 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,418.91 Legal:BRITTANY SQUARE NO.1, LOT 2, $ /SgFt:$60.09 •=19 • RefPcl:1S133DC 06400 XfrDte:11 /30/93 Name:SERMONE RICHARD JR;MARIANNE C B1dgSF:1,224 SalePr: Site:13350 SW BRITTANY DR TIGARD 97223 Bedrms:3 Total :$101,580 Mail:13350 SW BRITTANY DR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1984 Improv:$66,580 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,933.85 Legal:BRITTANY SQUARE NO.1, LOT 22 $/SqFt: •=20 • RefPc1:1S133DC 10500 XfrDte: Name:STOCK MICHAEL K;MARY L B1dgSF:2,130 SalePr:$83,155 Site:13240 SW BRITTANY DR TIGARD 97223 Bedrms:3 Total :$130,190 Mail:13240 SW BRITTANY DR TIGARD OR 97223 Baths :3.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$95,190 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,478.47 Legal:BRITTANY SQUARE NO.3, LOT PT 71 $ /SgFt:$39.04 •=21 ■ RefPc1:1S133DC 10200 XfrDte:12 /18/91 Name:SUMPTER CRAIG S;ANNIE K B1dgSF:1,284 SalePr:$103,000 Site:13210 SW BRITTANY DR TIGARD 97223 Bedrms:3 Total :$101,590 Mail:13210 SW BRITTANY DR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1986 Improv:$66,590 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,934.03 Legal:BRITTANY SQUARE NO.3, LOT PT 68 $ /SgFt:$80.22 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. • • •=22 Washington (OR) • RefPcl:1S133DC 10400 XfrDte:05 /19/93 Name:WISE LARRY J B1dgSF:1,691 SalePr: Site:13230 SW BRITTANY DR TIGARD 97223 Bedrms:3 Total :$120,870 Mail:13230 SW BRITTANY DR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1987 Improv:$85,870 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$2,301.07 Legal:BRITTANY SQUARE NO.3, LOT 70 & PT $/SqFt: ■ =23 • RefPcl:1S133DC 05200 XfrDte:11 /24/93 Name:ZHOU NAICHENG B1dgSF:1,172 SalePr:$108,500 Site:13285 SW BRITTANY DR TIGARD 97223 Bedrms:2 Total :$101,120 Mail:13285 SW BRITTANY DR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1984 Improv:$66,120 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,925.06 Legal:BRITTANY SQUARE NO.1, LOT 10 $/SqFt:$92.58 ■ =24 • RefPc1:1S133DC 04300 XfrDte:11 /04/93 Name:ZOOK C CHRIS;SUSAN C B1dgSF:1,160 SalePr: Site:11562 SW SHEFFIELD CIR TIGARD 97223 Bedrms:2 Total :$100,720 Mail:11562 SW SHEFFIELD CIR TIGARD OR 97223 Baths :2.00 Land :$35,000 Use :1012 RES,IMPROVED YrBlt :1984 Improv:$65,720 Census:319.03 - 2 T -Bros: 655 A3 Acres : 93- 94Tx:$1,917.47 Legal:BRITTANY SQUARE NO.1, LOT 1 $/SqFt: 0 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. ■ =1 • Washington (OR) • RefPcl:1S133BD 00301 XfrDte: Name:OREGON STATE OF B1dgSF: SalePr: Site: *NO SITE ADDRESS* Bedrms: Total :$7,080 Mail:417 TRANSPORTATION BLDG SALEM OR 97310 Baths : Land :$7,080 Use :9053 GOV,STATE YrBlt : Improv: Census: - T -Bros: Acres :.10 93 -94Tx: Legal:MILLARD & VANCHUYVER TRACT, LOT PT $/SqFt: •=2 • RefPc1:1S133BD 00300 XfrDte: Name:VFG INC B1dgSF: SalePr: Site: *NO SITE ADDRESS* Bedrms: Total :$504,000 Mail:PO BOX 1408 TUALATIN OR 97062 Baths : Land :$504,000 Use :7003 RES,MULTIPLE HOUSING LAND YrBlt : Improv: Census: - T -Bros: Acres :7.62 93- 94Tx:$9,889.18 Legal:ACRES 7.62 $/SqFt: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. , 09/16/94 16:05 $503 684 7297 CITY OF TIGARD t1002 /004 • • AFFIDAVIT OF MAILING STATE OF OREGON Portland ) SS CITY OFAR James W. Ekberg October 7th 1, , being duly swam, depose and say that on , 19 94 , t Goosed to have mailed to each of the persons on the attached Ilst a notice of a meeting to discuss a proposed development at 135th and S.W. Scholls Ferry Road , a copy of which notice so mailed is attached hereto and mode a part of hereof. 1 further state that said notices were enclosed In envelopes plainly addressed to said persons and were deposited on the date indicated above In the United States Post Office at Portland, Oregon wfth postage prepaid thereon. Sig Subscribed and sworn to before me this 7th day of October , 19 94 Notary Pu 4t?Ail-t4j My Commission Expires: (4417,° J}t~ ICIAL SEAL JULIE RUM 13/4;1'",3' r Ni1AAY PUBLIC - OREGON , • "' �' I#tl.MMISS10N NO 029289 n:\IoQin\jo \afhr+a;l.d OIG� 11 IAPIRES JAN. 05, 1998 e .n,.�.,.. . • N • AO CITY OF TIGARD / G? PRE- APPLICATION CONFERENCE NOTES _� DATE: / 1 Q UC�t U57 J [ ?¢/ STAFF: q ICJ APPLICANT: AGENT: SCOTT TE /TE,e Phone: Phone: Qc9 3 -- 60;9"3 PROPERTY LOCATION / �/ (G ! ADDRESS: 3S -71 j 0 I3Fg 7 TAX MAP & TAX LOT: / S/ c - 6'J n < / 3 O J NECESSARY APPLICATION(S): 57 i'EveCO'/71 s!U !. �- L IOW A4 I Nhg._ 6-=4 Nib c 7)0N PROPOSAL DESCRIPTION: /6% 7 Q A)/7 4i74- ier,�I wd i �)6 w/ (77,12:77-770A) / ►J ?d a /075 , COMPREHENSIVE PLAN DESIGNATION: ) I EFDJtJf /7/ ,// ZONING DESIGNATION: 1 G' CITIZEN INVOLVEMENT TEAM 4rW� = CHAIRPERSON: IOC 4-0)5Z J¢-g &K- PHONE : ree ( e . 500 -- ZONING DISTRICT DIMENSIONAL IEQUIREMENTS Minimum lot size: 1 sq. ft. Minimum lot width: ft. '30 Loi -tE2& Setbacks: front Q(7 ft. side //0 ft. rear c20 ft. nevr T -to garage ft. corner 470 ft. from street. To f ,,. r Maximum site coverage: 8 Minimum landscaped or natural vegetation area: c70 % Maximum building height: L115 ft. ADDITIONAL LOT DIMENSIONAL REQUIREMENTS Minimum lot frontage: 25 feet unless lot is created through the minor land partition process. Lots as part of a partition must have a minimum of 15 feet of frontage or have a minimum 15 foot wide access easement. Maximum lot depth to width ratio of 2.5 to 1. SPECIAL SETBACKS IN (kDDIT Ic J -To — � Streets: 30 ft. from centerline of r3 4 5 -7)4 Ne 't t3AC.IC Established areas: ft. from Lower intensity zones: - Al') ft., along the site's boundary O7 a g 7 of • 10 foot s id e ya rA eetback . Zero lot line lots: minimum 10 foot separation between buildings. Multi family residential building separation: See Code Section 18.96.030 4 IG5 Accessory structures up to 528 square feet in size may be permitted on lots less than 2.5 acres in size - 5 ft. minimum setback from side and rear lot lines. Accessory structure up to 1000 sq. ft. on parcels of at least 2.5 acres in size - See applicable zoning district setbacks for primary structures. Page 1 III BUILDING HEIGHT PROVISIONS Maximum height of 30 feet in R -1, R -2, R -3.5 and R -4.5 zones Maximum height of 35 feet in R -7 and R 12 zones ' .-- height of 45 feet in the R -25 zone Maximum height of 60 feet in the R -40 zone FLAG LOT BUILDING HEIGHT PROVISIONS Maximum height of 1 -1/2 atori or 25 feet, whichever is less in most zones; 2 -1/2 stories, or 35 et in R -7, R -12, R -25 or R -40 zones provided that the standards of Code, ection 18.98.030(B) are met. RESIDENTIAL DENSITY CALCULATION Community Development Code Chapter 18.92 specifies that the Net Residential Units allowed on a particular site may be calculated by dividing the net area of the developable land by the minimum number of square feet required per dwelling unit as specified by the applicable zoning designation. Net development area is calculated by subtracting the following land area(s) from the gross site area: 1. All sensitive lands areas including - Land within the 100 year floodplain - Slopes exceeding 25% -- - Drainageways 2. Land dedicated for park purposes 3. Public right -of -way dedication 4. All land to be provided for private streets (includes acceasways through parking areas) RESIDENTIAL DENSITY TRANSFER The City of Tigard allows a Residential Density Transfer of up to 25% of the units that could otherwise have been developed on sensitive lands areas listed in (1) above which may be applied to the developable portion of the site (Code Section 18.92.030). It is the responsibility of the applicant for a residential development application to provide a detailed calculation for both the permitted residential density and •e requested density transfer. > RE . DE A DENSI • SITIO' lt,H,r.•L!d C '• 5 R..- dless o. •.e all. ousg density in a zonin. . strict, any p . ope • y wit . in • 0 f- - t of . d' i • : ted e = abl shed ar - a -hall n • t be ' -j d= velo• -• - a . =. = , gre -t- th-. 1- per .f t „ -. . ,. prehe.- •e Plan designation (not zonin of the a• a.-nt p- el. "'" RESIDENTIAL DEVELOPMENT SOLAR ACCESS REQUIREMENTS Al]. subdivisions and minor partitions Are subject to solar access requirements. These requirements state ghat a minimum of 80% of all lots created must be oriented for solar accessibility. The basic standard, which determines solar accessibility requires that 80 % of total number of proposed lots: 1) demonstrate north -south dimension of at least 90 feet; and 2) demonstrate a front t line orientation within 30 degrees of a true east -west axis. The total or partial exemptio of a site from the solar access requirement may be approved for the fo owing reasons: - East, west or no slopes steeper than 20 %. - Off -site shade ources (structures, vegetation, topography). - On -site shade sources (vegetation). Page 2 411 • Adjustments allowing a reduction of the 80% solar lot design requirement may be made for the following reasons: f - Reduced density or an increased cost of at least five percent due ` to either: * east, west or north slope' greater than 10%, * significant natural feature, * existing road or lotting /pattern, * public easement or right-of-way. - Reduction in important development amenities. - Pre - existing shade (vegetation PLEASE NOTE: Maps and text are requir d which are sufficient to show that the development complies with the sol 111 design standards, or that specific lots should be exempted or adjusted out. The following items shall be included in the analysis: a. The north -south lot dimension d front lot line orientation of each proposed lot; b. Protected solar building lines and relevant building site restrictions, if applicable; c. For the purpose of identifying trees related to exemption requests, a map showing existing tree which are at least 30 feet tall and over 6 inches diameter at l point 4 feet above grade shall be submitted. This map shall including their height, diameter, and species, and a statement declaring that they are to be retained; and d. Copies of all private restrictions relating to solar access. The design characteristics of a d eveloped solar- oriented lot are high levels of wintertime sun striking the south walls and roofs of the house, house orientation maximizing south window area, and a south - sloping roof area. To achieve this, one may u ilize the following: b. Protected Solar Building L •e: The solar building line must a) be oriented to within 30 degr--s of a true east -west axis, b) provide a minimum distance of 70 eet from the middle of the lot to the south property line, and .) provide a minimum distance of 45 feet from the northernmost bui boundary of the subject lot to the north property line. c. Performance Options: Th- - are two performance options which may be utilized. The first opti.. requires the house to be oriented within 30 degrees of an east -wes. axis and have at least 80% of the ground floor's south wall prot- .ed from shade. The second option requires that at least 32% of the lass and 500 square feet of the roof area face south and be prat= •ed from shade. Please contact the Building Div for further information regarding the Protected Solar Building Line d Performance Options relating to building height and construction. Y Page 3 . • STUD 1 0 - A 1 t3t3}2 / (FETZ V On - r Q1-- a c) . trysra2 74r- - 7 4 PARKING AND ACCESS /5% w4. Required automobile parking: spaces per dwelling unit. . . - ' _ o ed Thr 15.•rAKt. 1T - Multiple family units with more than �/ bedroome require two - /emix. 1ti0�G� parking spaces per unit. 10C frtEb o R No more than 25% of required spaces may be designated and /or dimensioned EVt fl \ as compact spaces. Parking stalls shall be dimensioned as follows: `�1S ?(cl - Standard parking space dimensions:t. ge$" 16 - Compact parking space dimensions: 8 x alligt. 8' x 144i • , Handicapped parking: All parking areas shall provide appropriately located and dimensioned disabled person parking spaces. The minimum number of disabled person parking spaces to be provided, as well as the parking stall dimensions, are mandated by the Americans with.Disabilities Act (ADA). A handout is available upon request. A handicapped parking space symbol shall be painted on the parking space surface and an appropriate sign shall be posted. Bicycle racks are required for multi - family, commercial and industrial developments. Bicycle racks shall be located in areas protected from - automobile traffic and in convenient locations. Bicycle parking spaces shall be provided on the basis of one space for every 15 vehicular parking spaces. �A11 parking areas and driveways must be paved.um7 S Minimum number of accesses: 50 - )040 `5S9OIRA /() t ON /75 Minimum access width: c9 ACCc-5S6 ' c o Dry/ cif ao6 / 1 DDl7ton 9C. Maximum access width: ®y - PAk.16b,Cvia FOB eve at( Quo !N 5' wF3yrcot / 6XCE55 OF /t un , Pedestrian access must be provided between building entrances and parking areas, outdoor common areas, and public sidewalks and streets. A minimum of one tree for every seven parking spaces must be planted in and around all parking areas in order to provide a vegetative canopy effect. Landscaped parking areas shall include special design features which effectively screen the parking lot areas from view. These design features may include the use of landscaped berms, decorative walls, and raised planters. For detailed information on design requirements for parking areas and accesses, see Development Code Chapters 18.100, 18.106 and 18.108. CLEAR VISION AREA The City requires that clear vision areas be maintained between three and eight feet in height at road /driveway, road /railroad, and road /road intersections. The size of the required clear vision area depends upon the abutting street's functional classification. Page 4 • • • • BUFFERING AND SCREENING In order to increase privacy and to either reduce or eliminate adverse noise or visual impacts between adjacent developments, especially between different land uses, the City requires landscaped buffer areas along certain site perimeters. Required buffer areas are described by the Code in terms of width. Buffer areas must be occupied by a mixture of deciduous and evergreen trees and shrubs and must also achieve a balance between vertical and horizontal plantings. Site obscuring screens or fences may also be required; these are often advisable even if not required by the Code. The required buffer areas may only be occupied by vegetation, fences, utilities, and walkways. Additional information on required buffer area materials and sizes may be found in Code Chapter 18.100. The required buffer widths which are applicable to your proposal area: Scg t■-) t• dt -✓ ft. along north boundary I0 ft. along east boundary MFZR-Nr ✓ ft. along south boundary ft. along west boundary In addition, sight obscuring screening is required along �� STREET TREES Street trees are required for all developments fronting on a public or private street as well as driveways which are more than 100 feet in length. Street trees must be placed either within the public right -of -way or on private property within six feet of the right -of -way boundary. Street trees must have a minimum caliper of at least two inches when measured four feet above grade. Street trees should be spaced 20 to 40 feet apart depending on the branching width of the tree at maturity. Further information on regulations affecting street trees may be obtained from the Planning Division. SIGNS Sign permits must be obtained prior to installation of any sign in the City of Tigard. A "Guidelines for Sign Permits" handout is available upon request. Additional sign area or height beyond Code standards may be permitted if the sign proposal is reviewed as part �f a development review application. Alternatively, a Sign code Exception application may be filed for review before the Hearings Officer. SENSITIVE LANDS Code Chapter 18.84 provides regulations for lands which are potentially unsuitable for development due to areas within the 100 -year floodplain, natural drainageways, wetland areas, on slopes in excess of 25 percent, or on unstable ground. Staff will attempt to preliminarily identify sensitive lands areas at the pre - application conference based on available information. HOWEVER, the responsibility to precisely identify sensitive lands areas, and their boundaries, is the responsibility of the applicant. Areas meeting the definitions of sensitive lands must be clearly indicated on plans submitted with the development application. Page 5 • Chapter 18.84 also provides regulations for the use, protection, or modification of sensitive lands areas. Residential development is prohibited within floodplains. In most cases, dedication of 100 -year ' floodplain areas to the City for park and open space areas is required as a condition of the approval of a development application. ADDITIONAL CONCERNS OR COMMENTS Q f R spa - na0 QS ' ` k)FFE('� a TCv4a9h : v r: -- /lip J - 1iiv &rrbj / Se s/77VC /31' `p /4C.0 G� N?S p 10iiekrMA 0 a 4. /Bo R-7 j.qL 3oR-i5 PROCEP.•= 'Administrative staff review. Public hearing before the Land Use Hearings Officer. Public hearing before the Planning Commission. Public hearing before the Planning Commission with the Commission making a recommendation on the proposal to the City Council. An additional public hearing shall be held by the City Council. APPLICATION SUBMITTAL PROCESS All applications must be accepted by a Planning Division staff member at the Community Development Department counter at City Hall. PLEASE NOTE: Applications submitted by mail or dropped off at the counter without Planning Division acceptance may be returned. Applications submitted after 4:30 P.K. on Thursday will be batched for processing with the following week's applications. Applications will NOT be accepted after 3:00 P.M. on Fridays or 4:30 on other days. Maps submitted with an application shall be folded IN ADVANCE to 8.5 by 11 inches. One 8.5 inch by 11 inch map of a proposed protect should be submitted for attachment to the staff report or administrative decision. Application with unfolded maps shall not be accepted. The Planning Division and Engineering Division will preform a preliminary review of the application and will determine whether an application is complete within 10 days of the counter submittal. Staff will notify an applicant if additional information or additional copies of the submitted materials are needed. The administrative decision or public hearing will typically occur approximately 45 to 60 days after an application is accepted as being complete by the Planning Division. Applications involving difficult-or protracted issues or requiring review by other jurisdictions may take _ additional time to review. Written recommendations from the Planning . staff are issued seven (7) days prior to the public hearing. A 10 day public .appeal period follows all land use decisions. An appeal on this matter would be heard by the 7/411)10/061 Ct (.bMM 1 S Si CO - pgmzliiv' floDQ.ESs1Nft P rou fl CP:fa /1)- GN)51.I f 7 F P ‘ r15 FET 2 ROM 7 ?C0 )Aii∎)/W & o 56 .VSI 7 /Ve - C gNUs 'AFFc.- cs l u f Nt Sae -a5 ? EkVciRE iF crpcp I ILffi3 ;6 • A basic flow chart which illustrates the review process is available from the Planning Division upon request. This pre - application conference and the notes of the conference are intended to inform the prospective applicant of the primary Community Development Code requirements applicable to the potential development of a particular site and to allow the City staff and prospective applicant to discuss the opportunities and constraints affecting development of the site. The conference and notes cannot cover all Code requirements and aspects of good site planning that should apply to the development of your site plan. Failure of the staff to provide information required by the Code shall not constitute a waiver of the applicable standards or requirements. It is recommended that a prospective applicant either obtain and read the Community Development Code or ask any questions of City staff relative to Code requirements prior to submitting an application. Another pre - application conference is required if an application is to be submitted more than six months after this pre - application conference, unless the second conference is deemed unnecessary by the Planning Division. PREPARED BY: W).10 72X\Nti. vim` PLANNING DIVISION PHONE: 639 -4171 © DC5TTvf N ( 9 5 F r -6-, ° . 5 6 - 7 -le - r G r — 51 KC ?47F( 045T /6 , 7 ”7/774Vy S OOP rE / C4 - W (M L7- Fop -• i Th W/s SbI ? Page 7 • PUBLIC FACILITIES The purpose of the pre - application conference is to: (1) Identify applicable Comprehensive Plan policies and ordinance provisions; (2) To provide City staff an opportunity to comment on specific concerns; and (3) To review the Land Use Application review process with the applicant and to identify who the final decision making authority shall be for the application. The extent of necessary public improvements and dedications which shall be required of the applicant will be recommended by City staff and subject to approval by the appropriate authority. There will be no final recommendation to the decision making authority on behalf of the City staff until all concerned commenting agencies, City staff and the public have had an opportunity to review and comment on the application. The following comments are a projection of public improvement related requirements that may be required as a condition of development approval for your proposed project. -1221gy , ,,_ ,` Right - of - way dedication: The City of Tigard requires that land area be dedicated to the public: 1) to increase abutting public rights -of -way to the ultimate functional street classification right -of -way width as _. specified by the Community Development Code; or 2) for the creation of new streets. Approval of a development application for this site will require right -of- way dedication for: / /0J OX/577A/ � 1. OX/ 577A/ feet from centerline. 2. to feet from centerline. 3. to feet from centerline. Street improvements: G �sli 1. street improvements will be necessary along i7% 56/ 2. street improvements will be necessary along 3. Street improvements shall include feet of pavement from centerline, plus the installation of curb and gutters, storm sewers, underground placement of utility wires (a fee" may be collected if determined appropriate by the Engineering Department), a five -foot wide sidewalk (sidewalks may be required to be wider on arterials or major collector streets, or in the Central Business District), necessary street signs, streetlights, and a two year streetlighting fee. In some cases, where street improvements or other necessary public improvements are not currently practical, the street improvements may be deferred. In such cases, a condition of development approval may be specified which requires the property owner(s) to execute a non - remonstrance agreement which waives the property owner's right to remonstrate against the formation of a local improvement district formed to improve: T 1. - 2. Page 8 • • Pedestrianways /bikeways: Sanitary Sewers: The nearest sanitary sewer line to this property is a(n) l2 inch line which is located in 15 The proposed development must be connected to a sanitary sewer. It is the developer's responsibility to extend the sewer along the proposed development site's Water Supply: The '/77 Water District (Phone 6 44‘ provides public water service in the area of this site. The District should be contacted for information regarding water supply for your proposed development. Fire Protection: Tualatin Valley Fire and Rescue District (Contact: Gene Birchill, 8611 ) provides fire protection services within the City of Tigard. The District should be contacted for information regarding the adequacy of circulation systems, the need for fire hydrants, or other questions related to fire protection. Other Agency Permits: Storm sewer improvements: I/Yotoko4 ' !;; z 2 7' ilzpvirar STORMWATER QUALITY FEES The Unified Sewerage Agency has established, and the City has agreed to enforce, Resolution No. 90 -43 Surface Water Management Regulations which requires the construction of on -site water quality facilities. At the discretion of the City, the applicant maybe offered an opportunity to pay a fee in lieu of the construction of such a facility. The resolution requires the construction of a water quality facility and /or the payment of a fee. The fee shall be based upon the amount of impervious surface; for every 2,640 square feet, or portion thereof, the fee shall be $285.00. The City of Tigard shall determine if a fee may be paid or a facility shall be constructed. TRAFFIC IMPACT FEES In 1990, Washington County adopted a county -wide Traffic Impact Fee (TIF) ordinance. The Traffic Impact Fee program collects fees from new development based on the development's projected impact upon the City's transportation system. The applicant shall be required to pay a fee based upon the number of trips which are projected to result from the proposed development. The calculation of the TIF is based on the proposed use of the land, the size of the project, and a general use based fee category. The TIF shall be calculated at the time of building permit issuance. In limited circumstances, payment of the TIF may be allowed to be deferred until the issuance of an occupancy permit. Deferral of the payment until occupancy is permissible only when the TIF is greater than $5,000.00. - PAY re& x /55 16Z Page 9 "C /5 - 3/ CirD g. 577/1440 f' • STREET OPENING PERMIT No work shall be preformed within a public right -of -way, or shall commence, until the applicant has obtained a street opening permit from the Engineering Department. FINISHED FLOOR ELEVATIONS All projects that require a grading plan also require that the applicant shall submit a typical floor plan for each lot. This floor plan shall indicate the elevations of the four corners of that plan along with elevations at the corner of each lot. PREPARED B C 4 ENGINEERING DIVISION PHONE: 639 -4171 EP:PREAPP.MST Page 10 • • EXHIBIT - A' - - APPEALS Director's Decision to Planning Commission - _ 5235.00 - costs Planning Commissioa/Searings Off. to Council - $315 -00 f transcript BLASTING PERMITS $125_00 COMPREHENSIVE PLAN PROCESSING Text only, Hap only, or both $675_00 CONDITIONAL USE PROCESSING Conditional Use Review $365.00 . FLT SETBACK STANDARDS $ 80.00 • HISTORIC OVERLAY DISTRICT $ 80.00 HONE OOCUPATION " t $ 50.00 al YP i1 • Anaewal $ 10 -00iy "N ?L` INTERPRETATION OF COMMUNITY DEVELOP/CENT CODE _ . . $ 55 - by Community Development Department LAND PARTITION Residential and Non- residential $235_00 WT LINE ADJUSTMENT $50.00 PLANNED DEVELOPMENT PROCESSING Conceptual and'detailed plan review $500_00 SENSITIVE LANDS Flood plain $520_00 Wetlands /Steep slopes /Drainagexay $235.00 SIGN CODE EXCEPTIONS $230.00 SIGN PERMIT 0 -24 sq. ft. $ 10_00 24 -100 sq. ft_ $ 25.00 00 � $ 35 -00 Temporary signs . . . $ 10.00 each sign SITE DEVELOPMENT REVIEW Under $10,000 $ 80_0 $ 10,000 - $ 99,999 5155 -00 $ 100.000 - $499,999 5315 -00 $ 500,000. - $999,999 $415 -00 $1,000,000 or'more $520_00 t $1 per $10,000 • - $1 million not to exceed $2000_ SUBDIVISI • • ` :: PLAT $415-00 f $5 /lot Subdivision Variance, 1 n- - • 105 TEMPORARY USE - Director' Decision • $ 50.00 Special exemption/Non- Profit - - - - - _ _ . _ $ -0- TREE REMOVAL PERMIT - $ -0- VACATIONS Streets and public avoess• $300.00 deposit - actual costs charged VARIANCE - Administrative $80.00 ' Sign Code $230 -00 - . LONE ANNEXATIONS - _ Less than 10 acres $520.00 - 10 acres or more $625 -00 _ ZONE MANGE PROCESSING - Less than 10 a c r e s - - - • _ _ - - $520.0(0l <:• =:. - : �,:•, • - 10 acres or more - - - . • - - - - $625 -00' _.. �° "Y�' _ ZONE ORDIIMNCE AMENDMENT • -' -` - - - - - - 5310 -00 -? ' ':`. _•:: _ -. • JOINT APPLICATION PLAN NIM FEE - . - :1= - • . - - 100% of highest p> • planning fees related to the proposal- - ' fee plan lOt of all additional T `.; . brAtes1 -1mI - Tl t /G �f/4i • Staff Date CITY OF TIGARO COMMUNITY DEVELOPMENT DEPARTMENT APPLICATION CHECKLIST The items on the checklist below are required for the successful completion of your application submission requirements. This checklist identifies what is required to be submitted with your application. This sheet MUST be brought and submitted with all other materials at the time you submit your • application. See your application for further explanation of these items or call Planning at 639 -4171. ITEMS TO BE BASIC MATERIALS INCLUOEO: - A) Application form (1 copy) [Yr 8) Owner's signature/written authorization [v] C) Title transfer instrument [1 0) Assessor's map [i E) Plot or site plan (kr F) Applicant's statement [✓- ( .. ., - - - (H) Filing fee (S St ) [,,.j SG )- 16.1)v tE SPECIFIC MATERIALS A) • Site Information showing (No. of copies )g (or 1) Vicinity Map _ [(A" 2) Site size & dimensions [V]" 3) Contour lines (2 ft at O-10% or 5 ft for grades > 10%) (4,]' 4) Drainage patterns, courses, and ponds [v]^ 5) Locations of natural hazard areas including: a) Floodplain areas (L b) Slopes in excess of 25% [ 3 c) Unstable ground [ ] d) Areas with high seasonal water table [v]' e) Areas with severe scil erosion potential [ ] f) Areas having severely weak foundation soils [ ] 6) Location of resource areas as shown on the Comprehensive • Map inventory including: a) Wildlife habitats • b) Wetlands (W' • 7) Other site features: a) Rock outcroppings E 3 b) Trees with 6' *caliper measured 4 feet . from ground level _ .. _ - Evf . • " 8) L o c a t i o n of existing _ strictures and their uses - • [v]' - 9) Location and type. of on and off -site noise sources (ice]' 10) Location of existing;utilities and easements. 11) Location of existing:dedicated right -of -ways [�.]= - 8) Site Development Plan 'showing- . (No. of copies f ): • [ ] - - 1) The proposed::site and surrounding properties::. . -. - 2) Contour line intervals :.,mot:.. [yf .. • 3) The location; dimensions and names of all:' a) Existing.& platted streets L other public ways / and easements on the site and on adjoining [I�] . properties - --7; .• - • _ •• APPLICATION CHECKLIST - Page 1 • • • b) Proposed streets or other public ways b easements on the site. - (Pr c) Alternative routes of dead end or proposed streets that require future extension [ ] 4) The location and dimension of: a) Entrances and exits on the site [(/r b) Parking and circulation areas [� c) loading and services areas [,,r d) Pedestrian and bicycle circulation [vr e) Outdoor common areas, [� f) Above ground utilities [� 5) The location, dimensions & setback distances of all: a) Existing permanent structures, improvements, utilities and easements which are located on the site and on adjacent property within 25 feet of the site [Vf b) Proposed structures, improvements, utilities and easements on the site (yr 6) Storm drainage facilities and analysis of downstream conditions [t/r 7) Sanitary sewer facilities [t/r 8) The location of areas to be landscaped [Pr 9) The location and type of outdoor lighting considering crime prevention techniques [v]� 10) The location of mailboxes [ � 11) The location of all structures and their orientation 'I �J • 12) Existing or proposed sewer reimbursement agreements (') C) Grading Plan (No. of copies ) [ 3 The site development plan shall include a grading plan at the same scale as the site analysis drawings and shall contain the following information: 1) The location and extent to which grading will take place indicating general contour lines, slope ratios and soil stabilization proposals, and time of year it is proposed to be done. [(!r • 2) A statement from a registered engineer supported by data factual substantiating: - a) Subsurface exploration and geotechnical engineering report _ C 3 12) The validity of sanitary sewer and storm drainage service proposals . ( 3 c) That all problems will be mitigated and how they will be mitigated - [ 1 0) Architectural Drawings (No. of copies . 2 ):* : • . C'1 The site development plan proposal shall:include: . 1) . Floor plans indicating the square footage-of all structures proposed for use . on -site; and:- 2)- :Typical elevation drawrings .of_•each - structure. ° i : :(L31 - E) landscape Plan (No. of copies The landscape plan shall be.draw n at the`: same scale of the :a :- ; r • • site analysis plan or a larger scale if necessary and—shall—_- :<. .. - indicate: . 1) Description of the irrigation system where applicable 2) location and height of fences, buffers and screenings ( APPLICATION CHECKLIST — Page 2 • • 3) Location of terraces, decks, shelters, play areas [ and common open spaces 4) Location, type, size and species of existing and r � proposed plant materials. ltd The landscape plan shall include a narrative which addresses: 1) Soil conditions. ( ] 2) Erosion control measures that will be used. [ 3 F). Sign Drawings Sign drawings shall be submitted in accordance with Chapter 18.114 of the Code as part of Site Development Review or prior to obtaining a Building Permit to construct the sign. [ ] G) Traffic generation estimate [� H) Preliminary partition or lot line adjustment map showing (No. of Copies / ): 1) The owner of the subject parcel 2) The owner's authorized agent (4'r 3) The map scale, (20,50,100 or 200 feet =1), inch north arrow and date (r 4) Description of parcel location and boundaries (Pr 5) Location, width and names of streets,. easements and other public ways within and adjacent to the parcel (v]' 6) Location of all permanent buildings on and within 25 feet of all property lines ( 7) Location and width of all water courses 8) Location of any trees with or greater caliper at 4 feet above ground level ( ] 9) All slopes greater than 25% ( ] 10) Location of existing utilities and utility easements (-3 11) For major land partition which creates a public street: a) The proposed right - of-way location and width ( ] b) A scaled cross- section of the proposed street plus any reserve strip [ 12) Any applicable deed restrictions 13) Evidence that land partition will not preclude efficient future land division where applicable ( ] Z) Subdivision Prelisinary_Plat Map and data showinq(No. of Copies ): / - 1) Scale equaling 30,50,100 or 200 feet to the inch and limited to one phase per sheet C 2) The proposed name of the su. • ivisioa s 'C 3 3) Vicinity map showing • 's relationship to arterial and collector • -ts - C ] 4) Names, addresses and ephone.numbers of the owner developer, engineer,- - eyer,•designer, as applicable( ] 5) Date of application:-- . . - [ ] - 6) Boundary lines of - ct :to be :subdivided . [ ] . 7) Names of adjacent: ... ivision.or.naaes of recorded. . • . owners of adjoi " , • parcels of unsubdivided land - [ 8 • ) Contour lines rel. to.a City - established bench- .. -s_ -- _ • mart at 2 -foot _ i tervals for 0-10% grades greater than 10X ( APPLICATION CHECKLIST - Page 3 . • 4 • 9) The purpose, location, type 'pc( size of all of the following (within and adjacent to the proposed subdivision): ( ] a) Public and private right -of -relays and easements [ ] b) Public and private sanitary and storm sewer lines [ ] c) Domestic water mains including fire hydrants [ ] d) Major power tele. •ne transmission lines (50,000 volts or greater) C ] e) Watercourses [ ] f) Deed reservation. for parks, open space, pathways - and other land encumbrances C 3 10) Approximate plan . • profiles of proposed sanitary and storm sewers with trades and pipe sizes indicated [ 3 11) Plan of the propos water distribution system, showing pipe size and the location of valves and fire hydrants. C 3 12) Approximate cente line profiles showing the finished grade of all st •ets including street extensions for a reasonable dis =nce beyond the limits of the proposed subdivision. [ ] 13) Scaled cross se tions of proposed street right -of -way; [ ] 14) The location o all areas subject to inundation or storm water o erflow [ ] 15) Location, wid and direction of flow of all water- courses and •rainage ways - C 3 16) The proposed of configurations, approx mate lot dimensions - • lot numbers. Where losts are to be used for pu ••ses other than residential, it shall be indicated u..n such lots C 3 17) The location•of all treds with a diameter 6 inches or greater me . . ured at 4 feet above ground level, and the locati • of proposed tree plantings, if any [ 3 18) The existi •. uses the property, including the • location o all structures and the present uses of the strut. res, and a statement of which structures are to -•• -in after platting C ] 19) Supplemen. information including: a) . Propo ed deed restrictions (if any) C ] b) Proof of property ownership C ] c) A • •••sed plan for provision of subdivision i .vements C ] 20) Existing - _tural features including rock out cropping , wetlands and marsh areas.- .- [ ] - 21) If any of the foregoing information cannot practicably be shown on the preliminary plat, it shall be incorpo -ted into a narrative and submitted with the' applica .on_ • C 3 1) Other Informa ■, on _ _ • _ . [ ] • So% 1kcc S Cat 4e-iiCL1S . - • (2362P/00f8P) - APPLICATION CHECKLIST - Page 4 • ' I ' • • - - . .-..: • ° " .I v nv ill' I IN 0... 641 Vit W g I d ; I J J l a d i II 6. lIF g Ill La h i 1 IJ • 141 l J fl ; I II; MJ � �� i a a g dg , • I III 1 I I 1 : 1 ' �� 1 1 1 1 1 1 1 I f ' 4 ill LW nikid 1 1. ' 1 1 Ij• ig . I ',,4 SIP;' i 1 1 i i ill Y J 1.ril'J . .�: •I 1 1.1 , E I I .. ., - 1: .r .. 1 • I 1 41 1 11 I l o i I I 11 1 Pi 1 l ie" 1 ' if v 4 V ; gl / 1 o J I IIII 1 1 1 1 1 1: 1 d � � Ili �� I 10 I I 1 111111 i r 0 0 n 1 r a 4 a • • .. 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The Director has approved, subject to conditions, a request for the following development applications: 1) Site Development Review to allow construction of an 11 building, 164 unit apartment complex with a community building and swimming pool; 2) Minor Land Partition to divide an approximately 12.68 acre parcel into two parcels of approximately 7.96 and 4.72 acres in size. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.56, 18.92, 18.96, 18.100, 18.102, 18.106, 18.114, 18.116, 18.120, 18.150, and 18.164. ZONE: R -25 (Residential, 25 units /acre) The R -25 zone allows single - family attached /detached residential units, multiple - family residential units, residential care facilities, mobile home parks and subdivisions, public support services, family day care, home occupations, temporary uses, and accessory structures among other uses. The adopted finding of facts, decision, and statement of conditions can be obtained from the Planning Department, Tigard Civic Center, 13125 SW Hall Blvd., P.O. Box 23397, Tigard, Oregon 97223. The decision shall be final on . 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 may be filed within 10 days after notice is given and sent. The deadline for filing of an appeal is 3:30 PM TT PUBLISH 1S133DC -10700 • 1S133DC- 10800 DAVIS, RAYMOND L AND PETTITT, JANET KATHLEEN PATRICIA ANN 13215 SW BRITTANY DRIVE 13325 SW BRITTANY DRIVE TIGARD OR 97223 TIGARD OR 97223 1S133DC -11000 1S133DB -00300 HURD, CYNTHIA JOANNE AND MCCOMBS, JEFFREY G & COLLEEN L SHERECK, DARREL G 11566 SW SHEFFIELD CR 13309 SW SHORE DRIVE TIGARD OR 97223 TIGARD OR 97223 1S133DB -00400 1S133DB -00500 BRUA, BLAIR N & BETTY C TRUSTEES FORNER, HENRY E JR AND 11574 SW SHEFFIELD CIR BARBARA J TIGARD OR 97223 11576 SW SHEFFIELD CIRCLE TIGARD OR 97223 1S133DB -00600 1S133DB -00700 ALBRECHT, ROBERT J AND DILWORTH, BOB JANET L 11580 SW SHEFFIELD CIRCLE 11578 SW SHEFFIELD CIRCLE TIGARD OR 97223 TIGARD OR 97223 1S133DB -00800 1S133DB -00900 JOHNSON, PHYLLIS R MUSCHIATTI, JEFFREY L BRANDT, JOHN J 11588 SW SHEFFIELD 11586 SW SHEFFIELD CIR TIGARD OR 97223 TIGARD OR 97223 1S133DB -01000 1S133DB -01100 GORMAN, MATTHEW CLARK KAMINSKI, GREG W & MARIA E 11590 SW SHEFFIELD CIR 11600 SW SHEFFIELD CIRCLE TIGARD OR 97223 TIGARD OR 97223 1S133DB -01700 1S133DB -01800 CARPIO, JOSE DEL & STREJC, TANYA L TORREJON, CECILIA H 11605 SW SHEFFIELD CR 11625 SW SHEFFIED TIGARD OR 97223 TIGARD OR 97223 1S133DB -01900 1S133DB -02000 MYERS, CHARLES A JR & ROXANNE EDLUND, STEVEN H & JOY M 11599 SW 134TH PL 11597 SW 134TH PL TIGARD OR 97223 TIGARD OR 97223 1S133DB -02100 1S133DB -02200 HAUG, LARRY D AND WANDA D HART, TRACY W /SIGRID A 11595 SW 134TH PL 11593 SW 134TH PLACE TIGARD OR 97223 TIGARD OR 97223 1S133DB -02300 1S133DB -02400 LYYSKI, DALE A O'HALLORAN, KEVIN J AND WASCO, TERI V LYNN R 11591 SW 134TH PL 11589 SW SHEFFIELD CIRCLE TIGARD OR 97223 TIGARD OR 97223 1S133DB -02500 • 1S133DB -02600 • ROBERTSON, LEE H AND SACKLEY, WAYNE /ANNE B VIRGINIA R 11585 SW SHEFFIELD CIR 11587 SW SHEFFIELD CIR TIGARD OR 97223 TIGARD OR 97223 • 1S133DB -02700 1S133DB -02800 HAWLEY, JEFFREY K AND LINDA K ROTHENBERGER, THOMAS A AND 11583 SW SHEFFIELD CIRCLE ROSALINDA TIGARD OR 97223 11581 SW SHEFFIELD CIRCLE TIGARD OR 97223 1S133DB -02900 1S133DB -03000 RUSSO, SANDIE CHANG, YAO -KE AND 5435 SW NATCHEZ ST TAM, WAI CHUN TUALATIN OR 97062 11577 SW SHEFFIELD CIRCLE TIGARD OR 97223 • 1S133DB -03100 1S133DB -03200 DILLMAN, CAROLYN J PFEIFER, ALLEN C AND LISA C 11575 SW SHEFFIELD CIRCLE 11573 SW SHEFFIELD CIRCLE TIGARD OR 97223 TIGARD OR 97223 1S133DB -03300 1S133DB -03400 FAULKNER, SCOTT C & SUZANNE B TRUBITS, WILLIAM J & BETH L 11571 SW SHEFFIELD CIR 11569 SW SHEFFIELD CIRCLE TIGARD OR 97223 TIGARD OR 97223 1S133DB -03500 1S133DB -03600 ALBERT, KATHERINE M H & MARC S GEVING, JACK A AND PHYLLIS A 11567 SW SHEFFIELD CIR 311 VISTA DEL ESCUELA TIGARD OR 97223 EL CAJON CA 92019 1S133DB -03700 1S133DB -03800 MCGREGOR, RICHARD D AND HARTWICK, GERALD DEAN AND KATHERINE A PEGGY LEANN 11465 SW WINTERLAKE DRIVE 11445 SW WINTERLAKE DRIVE TIGARD OR 97223 TIGARD OR 97223 1S133DB -03900 1S133DB -04000 BUNDAY, THOMAS A & THERESE M JENKINS, WILLIAM R & CAROL LEE 11425 SW WINTERLAKE DR 11405 SW WINTERLAKE DR TIGARD OR 97223 TIGARD OR 97223 1S133DB -04400 1S133DB -04500 BEST, CAROL ANN SANSOM, TIMOTHY D 11381 SW WINTERLAKE CT 11369 SW WINTERLAKE DR TIGARD OR 97223 TIGARD OR 97223 1S133DB -04600 1S133DB -04700 HORNIBROOK, DAVID WAYNE AND YASUMIISHI, KIP KAZUO & KRISTI L LAURA MARIE 13134 SW WINTER LAKE CT 13112 SW WINTERLAKE CT TIGARD OR 97224 TIGARD OR 97223 1S133DB -04800 1S133DB- 04900 1 SMITH, BRADLEY D & MARI A LEHNOW, JOSEPH E /LESLIE J 13156 SW WINTER LAKE CT 13145 SW WINTERLAKE CT TIGARD OR 97223 TIGARD OR 97223 1S133DB -05000 1S133DB -05100 BREITBARTH, NIKKI A MISENER, GEORGE W & ELIZABETH C 13123 SW WINTERLAKE CT 13101 SW WINTER LAKE CT TIGARD OR 97223 TIGARD OR 97223 1S133DB -05200 1S133DB -05500 MOGA, MIRCEA & MARIA HALLOCK, PETER M AND DEBRA M 11245 SW WINTERLAKE DR 11090 SW 131ST PL TIGARD OR 97223 TIGARD OR 97223 1S133D8-05600 1S133DB -05700 COLLINS, DOUGLAS ALAN AND KERNER, PATRICK M AND MYNDEE E NANCY KATHERINE 11056 SW 131ST PL 11074 SW 131ST PL TIGARD OR 97223 TIGARD OR 97223 1S133DB -05800 1S133DB -05900 RYMAL, CHARLES D & SUSAN K STASHIN, FRANK D 11038 SW 131ST PL PO BOX 230094 TIGARD OR 97223 TIGARD OR 97281 1S133DB -06000 1S133DB -06100 COOPER, DAVID A BENZ, DOUGLAS R AND DEBRA I MOLONY, MARGARET L 11025 SW ESCHMAN WAY 11001 SW ESCHMAN WAY TIGARD OR 97223 TIGARD OR 97223 1S133DB -06200 1S133DB -06301 VAKIATHANA, NOOTCHANART HUGHES, SHARON /STEPHEN P 11047 SW ESCHMAN WAY 11069 SW ESCHMAN WAY TIGARD OR 97223 TIGARD OR 97223 1S133DB -06400 1S133DB -07200 KARLS, MICHAEL J /TRACIE KENYON TIGARD, CITY OF 11081 SW ESCHMAN WAY 13125 SW HALL TIGARD OR 97223 PO BOX 23397 TIGARD OR 97223 1S133CA -00100 1S133CA -00200 SHRADER, DALE G TRUSTEE SHRADER, DALE G TRUSTEE 8405 165TH AVE NE 8405 165TH AVE NE REDMOND WA 98052 REDMOND WA 98052 1S133CA -00300 15133CA -00400 COE, GARY R TIGARD, CITY OF 11115 SW 135TH AVENUE 13125 SW HALL PORTLAND OR 97223 PO BOX 23397 TIGARD OR 97223 1S133CA -00500 • 1S133CA -00700 NELSON, GARY R PATSY A NELSON, GARY R PATSY A 11295 SW 135TH AVE 11295 SW 135TH TIGARD OR 97223 TIGARD OR 97223 1S133CA -00800 1S133CA -00900 PFI SUNFLOWER LIMITED INC PFI SUNFLOWER LIMITED INC ATTN: AFFORDABLE HOUSE GRP ATTN: AFFORDABLE HOUSE GRP 825 NE MULTNOMAH ST, STE 775 825 NE MULTNOMAH ST, STE 775 PORTLAND OR 97232 PORTLAND OR 97232 1S133AC -08000 GRABHORN, BURTON E 11493 SE 82ND PORTLAND OR 97266 • A I ,, �j� �� REQUEST FOR COMMENTS c fk ) L DATE: November 9, 1994 FROM: Tigard Planning Department RE: SITE DEVELOPMENT REVIEW SDR 94 -0026 MINOR LAND PARTITION MLP 94 -0022 PALOMINO POINTE LOCATION: East of SW 135th Avenue, north of Summer Creek, and south of SW Scholls Ferry Road (WCTM 1S1 33DB, tax lot 4300). A request for the following development applications: 1) Site Development Review approval to allow construction of an 11 building, 164 unit apartment complex with a community building and swimming pool; 2) Minor Land Partition to divide an approximately 12.68 acre parcel into two parcels of approximately 7.96 and 4.72 acres in size. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.56, 18.92, 18.96, 18.100, 18.102, 18.106, 18.114, 18.116, 18.120, 18.150, and 18.164. ZONE: R -25 (Residential, 25 units /acre) The R -25 zone allows single - family attached /detached residential units, multiple - family residential units, residential care facilities, mobile home parks and subdivisions, public support services, family day care, home occupations, temporary uses, and accessory structures 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 Nov. 21, 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: Will D'Andrea 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: /� NOTIFICATION LIST FOR ALL APPLICATIONS • 1. •1f" CIT (2) copies CPO NO. 2. CITY DEPARTMENTS ✓_Building Official /Dave S. Parks & Recreation Board - ✓Police City Recorder _/Field Operations gineering /Michael A. Pe 'ts Facilitator /Jerree G. Long Range Planning /Carol - 3. SPECIAL DI CTS I' Fire District (pick -up box) Tigard Water Department - 8777 SW Burnham St. Tigard, OR 97223 Tualatin Valley Water District _4/Unified Sewerage Agency /SWM Program _ PO Box 745 155 N. First St. Beaverton, OR 97075 Hillsboro, OR 97124 4. AFFECTED JURISDICTIONS Wash. Co. Land Use & Transp. Boundary Commission 150 N. First Ave. 800 NE Oregon St. 016 Suite 540 Hillsboro, OR 97124 Portland, OR 97232 -2109 Brent Curtis - Kevin Martin METRO - GREENSPACES PROGRAM _ Mike Borreson Mel Huie (CPA's /2OA'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 - - City of King City - City of Durham City Manager City Manager 15300 SW 116th PO 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 SW 5th Lake Oswego, OR 97034 Portland, OR 97204 1 • State Highway Division - ODOT Sam Hunaidi Laurie Nicholson PO Box 25412 9002 SE McLoughlin Blvd. Portland, OR 97225 -0412 Milwaukie, OR 97222 City of Tualatin - PO Box 369 Tualatin, OR 97062 S. SPECIAL AGENCIES eneral Telephone Portland General Elec. Engineering Office Brian Moore PO Box 23416 14655 SW Old Scholls Fry. Tigard, OR 97281 -3416 Beaverton, OR 97007 /NW Natural Gas _ Metro Area Communications Scott Palmer Jason Hewitt 220 NW Second Ave. Twin Oaks Technology Center Portland, OR 97209 1815 NW 169th Place S -6020 Beaverton, OR 97006 -4886 TCI Cablevision of Oregon - Linda Peterson US West - 3500 SW Bond St. Pete Nelson Portland, OR 97201 421 SW Oak St. Portland, OR 97204 Columbia Cable (Frank Stone) - 14200 SW Brigadoon Ct. Tri -Met Transit Dev. Beaverton, OR 97005 Kim Knox 710 NE Holladay St. 6. STATE AGENCIES Portland, OR 97232 Aeronautics Div. (ODOT) DOGAMI - Division of State Lands - Commerce Dept. - M.H. 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 • 1404 P 11 041" A CITY OF TIGARD May 26, 1995 O REGON Mr Bruce Magnuson David Evans and Associates, Inc. 2828 SW Corbett Avenue Portland, OR 97201 -4830 Dear Mr. Magnuson: This letter is in response to a letter received May 15, dated February 21, 1995 from Waker Associates, regarding a wetland delineation. It is my impression that this letter is intended to satisfy condition #20 of development approval (SDR 94 -0026) which requires verification of the wetland boundary. Mr. Hutcheson's letter confirms the fact that a delineation was done in 1988. However, the letter also states that "we cannot guarantee that the wetlands are located in the same place at this time since we have not tied them since June of 1988 ". Condition #20 required that a wetland delineation determine or verify the boundary of the wetland area. As stated in the staff report, the original Site Development Review plans provided conflicting wetland boundaries. One of these boundaries approximated an independent delineation, conducted in 1990, on the adjoining property. The boundary shown for this application, in no way, approximates the location delineated on the adjoining property. The purpose of the condition was to establish the location of the wetland boundary as of this application. A new delineation is required in order to do this satisfactorily. If you have any further questions please feel free to call me. Sincerely, De1,40414 William D'Andrea Assistant Planner • h:\Iogin \wiI I\snagnuson.ltr c: File SDR 94 -0026 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 11 fri )-61-2-1-/ Ag E en ItemNo. 3, : , Meeting of (o(tt TIGARD CITY COUNCIL MEETING MINUTES - MAY 14, 1996 • • STUDY SESSION > Meeting was called to order at 6:32 p.m. by Mayor Jim Nicoli > Council Present: Mayor Jim Nicoli, Councilors Brian Moore, Ken Scheckla, and Bob Rohlf (arrived at 6:55 p.m.) > Staff Present: City Administrator Bill Monahan; Planning Manager Dick Bewersdorff; Property Manager John Acker; Human Resources Director Sandy Zodrow; Administrative Analyst Loreen Mills; Public Works Director Ed Wegner; City Recorder Catherine Wheatley; Asst. to the City Administrator Liz Newton; Finance Director Wayne Lowry; and Legal Counsel Tim Ramis. > Others Present: Richard Ragland, Architect. > Report on City Hall Roof City Administrator Bill Monahan introduced Richard Ragland, architect. Mr. Ragland reviewed the summary of work proposed for the City Hall Roof. He explained the current situation and the three options given, using a graphic to illustrate the specifics of each option. He stated that his structural engineer has informed him that the roof was built flat and the building designed to carry a second story. Mr. Ragland said that the first option was to cover completely the entire roof system with a metal roofmg system utilizing a low pitch. He reviewed how they would roof and ventilate the mechanical well and provide for a fire sprinkling system and natural lighting in the attic they created. Mr. Ragland said that the second option was a single ply membrane roofing system utilizing a low pitch. He distributed samples of the membrane sheet, comparing it to a pool liner. He said that the mechanical well would be roofed in a manner similar to the first option's method; this system also created an attic that needed a fire sprinkling system. In response to questions from Councilor Scheckla on the mechanical well, Mr. Ragland said that they were putting a door in the north wall for access but they were closing off the rest of it to keep it weather tight; if they raised the roof, then they needed to start building walls to keep the water out. He said that there would be louvers at each end for air circulation. He stated that the building was sized with plenty of capacity to take the weight of the mechanicals on the roof. Councilor Rohlf pointed out that the mechanicals included the HVAC system for the entire building which could only be removed by a crane. CITY COUNCIL MEETING MINUTES - MAY 14, 1996 - PAGE 1 • • • Councilor Scheckla asked if there were other buildings in the area that used the metal roofing system. Mr. Ragland said yes, it was a common roofing system for industrial buildings. He stated that either of these roofing systems was water tight. , Mr. Ragland said that the third option was not to provide any positive slope to the roofing system but to leave it flat and cover it with a rubber sheet. He stated that this could be warranted by the manufacturer and could save $20,000 over the building tapered system. He noted that with a tapered system they had to fill any voids with insulation to meet the code; the sleeper system needed to do that would cost $20,000. Mr. Ragland said that Option 1 cost $106,000, Option 2 cost $95,000, and Option 3 cost $70,000. Mayor Nicoli asked about the warranties on the membrane. Mr. Ragland said that they could get either a 10 year or 15 year warranty, depending on how much they were willing to pay for protection, though the cost of the construction process itself did not change. He presented a schedule of the warranty rates. In response to a question from Councilor Scheckla, Mr. Ragland reiterated that both systems were completely leak proof if constructed properly and would be warranteed. The Council discussed the fastest way to find a roof leak. Mayor Nicoli commented that he thought their current leaks were due to bad flashing. Mr. Ragland said that he thought lock joint was a better method in preventing leaks. Councilor Moore pointed out that the bottom line was to prevent leaks. He asked what distinguished one plan as better than another for the $36,000 cost differential when all claimed that they would prevent leaks. Mr. Ragland said that he recommended Option 2 because he felt more comfortable with a positive slope. He said that if the Council did decide to put a second story up in the future, then there was no point in spending the high amount but if they wanted a permanent system, then the positive slope draining the water away was the better choice. Councilor Moore asked what the chances were that they would ever build a second story. Mr. Monahan said that they wanted to keep their options open and directed Council to a memo written by David Scott. Ed Wegner, Public Works Director, explained that Mr. Scott was concerned about the strength of the building because of his observations of subcontractors not building to standard during its construction. He noted that the building probably wouldn't meet the new codes in any case. Mayor Nicoli noted that the Option 2 roof had a life expectancy of 10 -15 years. Mr. Ragland said that the Option 1 roof's life expectancy was 20 -25 years. Mayor Nicoli commented that the cost per year of life expectancy for each system was about the same, and that when they did have to replace the roof, they wouldn't have to repeat a lot of the work; therefore the price to upgrade the roof would be more reasonable. Mayor Nicoli stated that he was comfortable with Option 2. CITY COUNCIL MEETING MINUTES - MAY 14, 1996 - PAGE 2 • 1 Councilor Moore said that he supported Option 2 also, since they have already set the money aside. Councilor Rohlf agreed with Option 2 also. Councilor Scheckla said that he could support either option, as long as they had as many guarantees on the work as they could get. Mayor Nicoli asked Mr. Ragland to provide information on the warranties to the City Attorney. Mr. Wegner said that staff would proceed with plans and specs for Option 2. Mayor Nicoli asked that staff verify that the flashing installed earlier this year was in fact working to prevent leakage. > EXECUTIVE SESSION: The Tigard City Council went into Executive Session at 7:05 p.m. under the provisions of ORS 192.660 (1) (d), (3), & (h) to discuss labor relations, real property transactions, current and pending litigation issues. > Sprint Proposed Contract Update Mr. Monahan explained that he had signed the Sprint contract at a rate of $900 a month with five -year terms and an option for the City to terminate the contract after the second renewal (15 years). He said that Sprint did not sign the contract because of the following concerns. The City had negotiated a provision allowing the City and Tualatin Valley Fire & Rescue (TVF &R) to co-locate on the pole; they were told by the negotiator that there was no cost. However Sprint said that there was a cost since they would have to put up a more substantial pole. Mr. Monahan said that Sprint said that they would allow the co-location in exchange for an agreement not to terminate within in the 25 years. He said that he told them that was not acceptable but that he would take a compromise position to Council. The compromise they suggested was the larger pole and another $50 per month in exchange for an agreement not to terminate until after 20 years. In response to a concern from Mayor Nicoli, Mr. Monahan said that they had a provision stated that as long as the installation did not interfere with SSLP's operation and use of the site, the City & TVF&R could co- locate on the pole. He said that with the 20% automatic escalator clause at the end of five years, the $950 a month totaled $460,000 over 25 years. He stated that $950 a month was a good rate. He pointed out that Sprint was siting the pole in such a way as to leave enough room for someone else to rent property. > Discussion on Budget Committee Vacancy Applications Mr. Monahan said that staff needed direction on how the Council wanted to give input on both the Budget Committee and Planning Commission applications. Mayor Nicoli said that he and Councilor Rohlf would review the applications and bring back a recommendation to Council. CITY COUNCIL MEETING MINUTES - MAY 14, 1996 - PAGE 3 • • > Election Information Training This item was deferred till a later meeting. > Discussion on Ballot Measure 31 • Mayor Nicoli explained that Ballot Measure 31 was intended to amend the Oregon Constitution to bring it more in line with the US Constitution and other state constitutions with regard to child pornography laws. He said that the legal people felt that this was the best chance to attack pornography operations, given how many cases have been kicked out of court. Mayor Nicoli said that the group supporting the measure have asked the mayors in the region to endorse it. He stated that he would personally endorse the measure and asked the Council if they wished to endorse it as a body. He pointed out that if they did endorse it, they could not use the staff to support it in any way. Tim Ramis, Legal Counsel, stated that the fundamental legal problem for City Attorneys in Oregon was the slightly different language in the Oregon Constitution from the US Constitution which the courts have consistently interpreted to provide a higher level of protection of First Amendment rights than the US Constitution. The Council agreed by consensus to endorse Ballot Measure 31. 1. BUSINESS MEETING 1.1 Call to Order - City Council & Local Contract Review Board Mayor Nicoli called the regular meeting to order at 7:45 p.m. 1.2 Roll Call Council Present: Mayor Jim Nicoli, Councilors Brian Moore, Ken Scheckla, and Bob Rohlf. Staff present: City Administrator Bill Monahan; Planning Manager Dick Bewersdorff; Acker; Human Resources Director Sandy Zodrow; Analyst Loreen Mills; Public Works Director Ed Wegner; City Recorder Catherine Wheatley; Asst. to the City Administrator Liz Newton; Wayne Lowry, Finance Director; and Legal Counsel Tim Ramis. 1.3 Pledge of Allegiance 1.4. Council Communications /Liaison Reports: None 1.5 Call to Council and Staff for Non - Agenda Items City Administrator Monahan added the proclamation designating May 19 -25, 1996 as Emergency Medical Services Week. Mayor Nicoli added a discussion of architectural services for the proposed addition to City Hall. CITY COUNCIL MEETING MINUTES - MAY 14, 1996 - PAGE 4 • • Councilor Scheckla asked for an update on the Tigard Feed & Seed building. Mr. Monahan said that next week the Chamber was scheduled to report on the status of the building. He said that staff was still awaiting the land deeds from Burlington Northern; they have eliminated their Property Management Division and were now contracting with a private property management company. He said that due to confusion with the transfer, new deeds were needed and that the situation would be • resolved. 2. VISITOR'S AGENDA Steve Shupe, Metro West Ambulance, expressed their appreciation for the City's willingness to designate May 19 -25 as Emergency Medical Services (EMS) Week. He expressed their pride in the EMS system in Washington County and saluted all their partners, including the 911 system and medical and fire department personnel. He acknowledged their partnership with TVF &R. He invited the Council to participate in their VIP ride along program and to attend a family barbecue on Monday, May 20. Mr. Shupe presented Mayor Nicoli with a placque commemorating their EMS partnership. Mayor Nicoli signed the proclamation. 3. CONSENT AGENDA Motion by Councilor Rohlf, seconded by Schecka, to adopt the consent agenda. The motion was approved by unanimous voice vote of Council present. (Mayor Nicoli, Councilors Moore, Rohlf, and Scheckla voted "yes ".) 3.1 Approve City Council Minutes: April 9, 16, and 23, 1996 3.2 Receive and File: a. Council Calendar b. Tentative Agenda 3.3 Appoint M. JoAnn Hayes as Deputy City Recorder - Res. No. 96 -29 3.4 Adopt Fee Schedule for Land Use Application - Res. No. 96 -30 3.5 Approve Purchase of Ross Street Right of Way • Consent Agenda - Items Removed for Separate Discussion - None 4. REPORT ON OREGON FLOOD SUPPORT SERVICES OF WASHINGTON COUNTY Ron Carl, OFSS Washington County Coordinator, reported that well over 60 families and businesses in Tigard have applied for federal flood relief from FEMA with many more afflicted. He said that they primarily provided disaster counseling, dealing with post traumatic stress in families and individuals. He said that their service utilized professional licensed counselors and was free of charge. CITY COUNCIL MEETING MINUTES - MAY 14, 1996 - PAGE 5 • • Mayor Nicoli asked if the organization was private non - profit or an arm of a county agency. Mr. Carl said that their funding trickled down from FEMA through the state and the county with additional funding from St. Vincent's Hospital. He said that the counseling would be available for the next 10 months; after that counseling would be available through the County Crisis Services. 5. DISCUSSION OF VISIONING PROJECT Loreen Mills, Administrative Analyst, reviewed the revised schedule prepared by staff (see Council Packet), noting that the process was split into six phases. She said that the first phase (Summer '96) was the announcement phase in which they informed the community of what they were doing and garnered broad base community wide involvement. She said that the second phase was split between conducting the community survey from mid - October to mid - November and presenting the results in town hall meetings and at service clubs, etc. in January and February. She stated that they were deliberately avoiding the holiday period. Ms. Mills said that the third phase began with the selection of 30 citizens to serve on the Steering Committee to work with staff to identify the areas of interest that came out of the survey and citizen meetings (March - May '97). Next the Steering Committee would split up into smaller groups to work with City staff to develop strategies to address the identified issues. In the next phase (August - October '97) staff would develop measurements to show the citizenry that the City was implementing the strategies identified during the visioning process. Ms. Milts said that in January 1998 they would present the first annual report to the citizenry to tell them what the City has actually accomplished in addressing the identified citizen concerns. She said that they proposed an annual report as the follow up process with periodic testing of the survey results to make sure that they were still current. Liz Newton, Assistant to the City Administrator, reviewed the revised budget. She stated that she contacted PSU and Lewis & Clark regarding the possibility of using interns to do the work; the professors felt confident that they could find interns interested in the project, probably second year graduate students. Ms. Newton reported that she also contacted the Tigard public schools because staff wanted to include them in the process. All the schools were interested so now staff would target a couple of schools to participate. She said that she would also contact the private schools and those who Lived in Tigard but attended Beaverton schools to see if they were interested in participating. Ms. Newton said that they were looking at getting businesses to sponsor the "End of Phase" celebrations. Taking a closer look at advertising costs and consultant costs also helped to reduce the budget. She pointed out that the budget did rely on interns doing the work but reiterated that the professors had been very confident that they could get them. She noted the sections that gave greater detail on what she, Mr. Monahan and Ms. Mills would be doing in the process, and that listed how much and at which phase they would be spending funds for consultants. Ms. Newton reviewed the visioning process for the TV audience. She said that it was a 16- month process to involve the citizens of Tigard in helping staff identify a direction for the • CITY COUNCIL MEETING MINUTES - MAY 14, 1996 - PAGE 6 • • community. She emphasized the importance of citizen involvement up front, pointing out the community survey and the citizen Steering Committee. She cited the successful experiences of Scottsdale, Arizona, and Milwaukie, Oregon, in acquiring money from grant • - or other sources as a direct result of this process. Ms. Newton said that she has also contacted Metro about getting money for the Visioning process. She said that she has been encouraged to pursue funding because their process could serve as a model for how other citizens might want to integrate the 2040 issues into a city's future planning. Ms. Mills commented that they have heard from the other cities involved in this process that their relationships with other entities within the city (i.e., fire district, etc.) have improved because they were all working from the same game plan and could make mutually supportive decisions. Mayor Nicoli asked if the proposed budget was included in next year's budget. Ms. Mills said that it was but explained that the presentation at the Budget Committee meeting had been based on the first budget. She said that if Council approved this, the revised budget would be discussed at the June budget review. Ms. Newton noted that Councilor Hunt has not yet seen the revisions since he was out of town. Mr. Monahan stated that staff could bring this back on the May 28th agenda for Council action. He said that staff hoped for unanimous approval because of the considerable effort and commitment on the part of staff and the Council to make it work. Mayor Nicoli stated that he supported the process. Councilor Scheckla expressed his reservations regarding the process. He stated that he did not think he could support it. He said that he thought that they had enough volunteer people telling the City where to go in the future without adding another survey, and that he disagreed with Ms. Newton and Mr. Monahan taking time away from their job duties to do this. Councilor Rohlf stated that he strongly supported the process. He said that he didn't know how anyone achieved goals without laying them out and working in a proper direction. Councilor Moore stated that he agreed with Councilor Rohlf. He said that this was a good time to be proactive and develop a road map to give them direction before events overtook them. Councilor Rohlf said that he would be willing to wait to vote on this matter until Councilor Hunt returned. 6. CONTINUATION OF PUBLIC HEARING (QUASI JUDICIAL) ALBERTSONS' INC./DUNCOMBE Land Use Board of Appeals (LUBA) Remand - Comprehensive Plan Amendment (CPA) 93 -0009 /Zone Change (ZON) 93 -0003; Site Development Review (SDR) 93 -0014 /Minor Land Partition (MLP) 93 -0013 a. Continue Public Hearing CITY COUNCIL MEETING MINUTES - MAY 14, 1996 - PAGE 7 • • Mayor Nicoli asked for clarification on whether or not the hearing had been closed, allowing only the applicant to provide rebuttal of written information. - ' Mr. Monahan introduced Terry Mahr, the City Attorney for the City of Newberg, who was filling in for their City Attorney because of a potential conflict of interest. Mr. Mahr confirmed that the hearing was in fact closed at the last meeting; the applicant was allowed seven days to submit his rebuttal statement, and the record was now closed. He noted a request from Mr. Kleinman (opponents' representative) to give a four- to five - minute rebuttal; Mr. Shonkwiler objected to reopening the record to allow that. Mr. Mahr advised the Council that they did have the discretion to reopen the record but noted that they would have to allow the applicant another seven days to submit rebuttal unless he waived that right. He said that the Council could make a decision tonight since the record was closed. He stated that both Mr. Kleinman and Mr. Shonkwiler wanted to make additional arguments, should the Council reopen the record. Councilor Scheckla asked if a decision to allow additional testimony could be appealed. Mr. Mahr stated that any decision made by the Council could be appealed to LUBA, then to the Court of Appeals and the Oregon Supreme Court. Councilor Rohlf stated that he was not inclined to reopen the record. Councilor Moore and Mayor Nicoli concurred. Councilor Scheckla stated that he could go either way. b. Mayor Nicoli stated that they would not reopen the record. The public hearing was closed. c. Council Consideration - Ordinance No. 96 -20 Councilor Rohlf stated that he was comfortable with the findings except for the language on page 8, TCP 8.1.3 (h). He said that he thought they had changed the language to state that this policy did not apply in this situation because the property was not near a bike path. Councilor Rohlf asked staff whether or not the language in 8.4.1 was typical of the language commonly used in findings . Mr. Bewersdorff stated that it was lengthy but served the purpose and did not overstate the case. Motion by Councilor Moore, seconded by Councilor Rohlf, to adopt Ordinance 96-20 as amended by Councilor Rohlf. The City Recorder read the number and title of the ordinance. Ordinance No. 96-20, an ordinance adopting findings and conclusions to approve a comprehensive plan map amendment and zoning map amendment requested by Albertson's Inc., CPA 93 -09 and ZON 93 -03. CITY COUNCIL MEETING MINUTES - MAY 14, 1996 - PAGE 8 • • • Councilor Rohlf expressed his distress that this application has taken so long to go through the process. Councilor Moore concurred. Motion was approved by unanimous roll call vote of Council present. (Mayor Nicoli, Councilors Rohlf, Scheckla, and Moore voted "yes.") 7. PUBLIC HEARING (LEGISLATIVE) - ZONE ORDINANCE AMENDMENT (ZOA) 96 -0003 - DEDICATION , RESERVATION AND IMPACT STUDY REQUIREMENTS - The City of Tigard proposes amendments to the Community Development Code Sections 18.32.050 B.5, 18.32.250 E.2, 18.96.010 A. and 18.96.100 A. and B. to require impact study, reservation and dedication requirements for public facilities and services. LOCATION: City Wide. ZONE: N /A. APPLICABLE REVIEW CRITERIA: Statewide Planning Goals 1, 2, 11 and 12; Tigard Comprehensive Plan Policies 1.1.1 a., 2.1.1, 2.1.3, 3, 7 and 8; Community Development Code Chapter 18.30. a. Open Public Hearing Mayor Nicoli read the hearing title and opened the hearing. b. Declarations or Challenges: None c. Staff Report Dick Bewersdorff, Planning Manager, presented the staff report. He said that this ordinance was before the Council as a result of the Supreme Court decision on Dolan v. Tigard. He explained that these amendments drafted by the City Attorney's office required an impact study to quantify the effect of each development on public facilities and services. In the case where dedication was required, the applicant would be required to comply with the requirements or to provide evidence to support the conclusion that the requirements were not roughly proportional. Mr. Bewersdorff stated that the amendment language also included language to permit the reservation of park land, utility, greenway, and storm drain management areas with setbacks from the reservation area rather than from the property line . He explained that this would protect the City's ability to construct trails and to manage drains. Mr. Bewersdorff noted the public hearing before the Planning Commission on April 8 at which the Commission voted 4 -3 to recommend that the Council adopt the portions of the amendments requiring the impact study and the findings on rough proportionality. He informed the Council that the majority of the Commission were philosophically opposed to the new language under 18.96.010 and 18.96.100 regarding the reservation of land for future acquisitions; the other three members felt exactly the opposite. d. Public Testimony Proponents: None Opponents: CITY COUNCIL MEETING MINUTES - MAY 14, 1996 - PAGE 9 • • Carl Johnson, 8965 SW Burnham Street, stated that he thought the language in the amendments to permit reservation of land to protect the ability to construct trails was unnecessary. He pointed out that the Tualatin flood occurred after Fanno Creek - subsided. He suggested that some of the money property owners paid for water treatment should be devoted to cleaning out the channel of Fanno Creek. He spoke for a bike path along the creek rather than meandering through private property, keeping trails as far away from business and residential areas as possible. Mr. Johnson stated that he understood from recent cases that the Supreme Court has taken a new direction and emphasized private property rights as equal to civil rights. He cited the Nolan V. California Coastal Commission case and the Lucas case in Florida. He stated that people had the right to use their property in accordance with the law. He said that he thought that there was strong legal ground for turning down the language in 18.96.010 and 18.96.100. Councilor Rohlf asked if Mr. Johnson saw a distinction between this kind of condition applied to a developer as opposed to a landowner. Mr. Johnson said no, that the burden should be on the general public for the general good. > Mayor Nicoli recessed the meeting at 8:35 p.m for a ten minute break. > Mayor Nicoli reconvened the meeting at 8:47 p.m. e. Staff Recommendation Mr. Bewersdorff recommended that the Council adopt the draft as prepared by the City Attorney. He said that the Planning Commission had a concern that if this was not handled properly, there would be some effect on private property owners over the reservations. He said that if they were not careful the provision could be abused but that he didn't see the City doing that. Mr. Ramis stated that the language as it was written was a reminder to decision makers that the way to avoid a taking was to address their purposes and goals through setbacks rather than through taking land through dedication. He said that this invited a less aggressive approach than some used currently. Mr. Ramis said that he thought it was legitimate to raise the possibility of abuse of setbacks or reservation; that was why they had an administrative appeal process. He stated that ultimately the Council was the watchdog to prevent abuse. f. Council Questions Councilor Scheckla asked if adopting this would reflect back on any cases pending now. Mr. Ramis said no, that it was forward looking rather than backward looking. Councilor Scheckla asked if each situation would be looked at on its own merits. Mr. Ramis said yes, that they would apply the same law but that the facts would change for each situation, and staff would have to address those facts. CITY COUNCIL MEETING MINUTES - MAY 14, 1996 - PAGE 10 • • Mr. Bewersdorff said that this would give staff a better handle on developing findings. He said that this would also enable them to find out early in the process if there were any disagreement on rough proportionality if staff suggested dedication. Mayor Nicoli stated that he was uncomfortable with the wording. He cited Section 18.31.050, commenting that he was bothered by the phrase "... code requires dedication of property interests." He said that he didn't think that the Code should require dedication, that doing so was a violation of the Constitution. He stated that this language in the Comprehensive Plan had bothered him during the Dolan case also. He said that he felt more comfortable if the City told a developer that the City thought dedication of land was the best solution to the problem the developer was creating through his development, not that the City required dedication. Mayor Nicoli raised the issue of the 100 -year flood plain and reservation of areas (18.96.100). He pointed out that the Dolan case was unique in that there were no wetlands immediately adjacent to Fanno Creek at that location (99% of Fanno Creek in Tigard did have wetlands). Therefore the property at the top of the bank on which the City wanted to put a pathway was useable commercial property. Mayor Nicoli said that he was nervous with the concept, stating that he thought that the intent was to keep the path adjacent to the creek, not to keep it out of the wetlands. He said that he thought that a lot of the current pathway was in wetlands or unbuildable flood plain and that the City did not need to take good land except in isolated cases like Dolan where they didn't have wetland or floodplain. He said that he wanted to read the report again and think about it some more. Mr. Ramis commented that he has not read in the current plans anything to the effect that they had to locate the path in wetlands or flood plain area. He said that he thought it authorized the City to meander the trail and put it in different places. He said that Council might want to revisit that policy in the future but that this language was not intended to change the underlying plans. Mayor Nicoli asked if the wording in the current Comprehensive Plan stating that the City required dedication would be removed as a result of this ordinance. Mr. Bewersdorff said no but that staff did not apply that provision because of the Dolan case. Mr. Ramis commented that was a good point and that an ordinance making the Code mean what the City said could be looked at as a companion to this ordinance. Mayor Nicoli said that the portions dealing with utilities, etc., didn't bother him, only those dealing with the pathway. He noted that while the business in the Dolan case generated foot traffic in a commercial area, the area Fanno Creek flowed through from Hall Blvd to Durham Street was all light industrial; he did not think that they could apply a decision made for Main Street to that area along Fanno Creek because the circumstances were different, especially where Fanno Creek flowed at the rear of a property. Mr. Ramis stated that the correct process by the City should be to evaluate each application on its own merits to see if there were the kind of impacts requiring improvements to the transportation system, and then to see if dedication would CITY COUNCIL MEETING MINUTES - MAY 14, 1996 - PAGE 11 • • mitigate those impacts. He said that it was possible that a light industry would not have enough employees per acre to have an real impact. He said that they needed to take a look at the Code to make sure it told them to make a case -by -case • determination rather than automatically requiring dedication. Mayor Nicoli declared a conflict of interest. He said that he had a client who had an application currently before the Planning Commission. However since his client has already agreed to give the property to the City, the conflict was resolved and he would vote on this issue. Councilor Rohlf asked what the effect would be on the ordinance if they removed the new language in Sections 18.96.010 and 18.96.100. Mr. Ramis reviewed the language in each section, explaining what the effect of removing the new language would be. He said that removing the first sentence under 100 (a) would mean that measurements of setbacks could include the 100 -year flood plain; this was a planning issue, not a legal issue. He recommended retaining the second sentence because it suggested an important option short of dedication - the reservation of land free of structures with the only exception being the sensitive land process. He said that taking that out would leave a certain level of ambiguity in the Code about the restrictions. Mayor Nicoli asked for clarification on the legal differences between reservation, easement and dedication. Mr. Ramis explained that the most legally defensible position was the reservation because it used setbacks and the courts have historically always recognized cities' ability to determine setbacks (which were not considered to be takings). Therefore it was the least intrusive mechanism to leave property open; dedication was the most intrusive. He said that reservation was not an easement and did not give the City any easement rights to cross over the land; the owner could make any use of it he chose, short of building a structure (unless he went through the sensitive land process). In response to a question from Councilor Scheckla, Mr. Ramis stated that they viewed the language as trying to make the City's authority clear and to give staff some direction. Mayor Nicoli commented that Council needed to decide whether or not to allow staff to reserve areas outside of the 100 -year flood plain. He asked if the language restricted reservation of land only to within the 100 year flood plain. Mr. Ramis said that section (a) dealt only with the 100 -year flood plain. He explained that (b) included a second category that dealt with infrastructure and gave separate authority to allow reservation. He said that language covered the case where the City allowed a person to use the balance of his property to avoid a taking but was contemplating a utility improvement and needed to adjust the location of the buildings to reserve the opportunity to come in later and buy the easement if needed. Mr. Bewersdorff noted that they could put a pathway in a flood plain but not in wetlands. He said that USA requirements precluded putting those kinds of improvements in wetlands. The City would need to have land outside a wetlands to put a pathway in. CITY COUNCIL MEETING MINUTES - MAY 14, 1996 - PAGE 12 . • Mayor Nicoli commented that there were areas in the city where wetlands and flood plain might run 200 feet wide along Fanno Creek. He raised the issue of fill in a flood plain. Mr. Bewersdorff said that according to their Code, they could only fill • in floodplain in industrial areas. Mayor Nicoli questioned whether or not they wanted to reserve that much of somebody's land. He suggested a restriction to the first 100 feet. Mr. Ramis stated that the process for resolving those issues was the sensitive land permit process. Councilor Rohlf said that he read this as putting the landowners at the mercy of whatever the City might or might not decide to do in the future. He spoke for stronger orientation to property rights and for the City buying property that it might want to use and selling it back later if they didn't use it. Mr. Ramis said that was a policy choice for the Council. He explained that staff drafted language to allow them to go as far as the Constitution allowed them to go in protecting the interests of the City and reserving its opportunity to purchase land in the future. He stated that the Council could decide on a less aggressive policy. Councilor Rohlf reiterated his concern about tieing up the use of someone's property today for something the City might or might not do in 10 years. Councilor Moore concurred with the Planning Commission's concerns that reservation was an unfair restriction on property owner development rights. Councilor Rohlf stated that he thought that they needed to take into consideration landowners' rights and find alternative language for the last few sections. He concurred that they needed protective language to give the Council guidance to deal with situations that were near takings but felt that they did not need to push the Constitution to get as much as legally possible. He said that he would be supportive of language that was more neutral and balanced. He stated that he thought it was incumbent on the City to purchase land or work a deal with the landowner for land they were seriously interested in developing. Councilor Moore asked if the burden would be on the City to prove that it really needed to reserve a portion of a developer's property. Mr. Bewersdorff said that staff had to be very sensitive to that issue because they did not want to preclude the right of development. He said that often staff would ask for an easement for a pathway and include a limitation that if they didn't come back with a location within a year, then the right to the easement expired. Councilor Moore said that they hadn't heard this language limiting the City to a reasonable amount of time. Councilor Rohlf said that he was opposed to the language because it did not seem fair to the landowner. CITY COUNCIL MEETING MINUTES - MAY 14, 1996 - PAGE 13 • • Councilor Scheckla asked if the Council had to take action on this tonight. Mr. Ramis said no, staff brought this forward to start the discussion. Mr. Monahan said that they could put this on the May 28th agenda. 8. PUBLIC HEARING - SUPPLEMENTAL BUDGET To discuss a proposed supplemental budget for 1995/96. a. Open Public Hearing Mayor Nicoli opened the public hearing. b. Declarations or Challenges: None c. Staff Report Wayne Lowry, Finance Director, presented the staff report. He directed the Council to the supplemental budget for the current fiscal year contained in the packet. He said that the proposal was advertised as required with no concerns raised at the Budget Committee. Councilor Rohlf asked about the Tupling gift and whether or not there would be a sign designating the donor. Mr. Monahan said that they have not yet decided on how to use the money, though he and the Mayor have met with Mr. Tupling to discuss potential uses of the funds, and would meet with him again when staff had some ideas. He said that he thought Mr. Tupling's recommendation was not to have a sign, though he might change his mind based on the project. Councilor Rohlf asked about the time frame for proposing a project. Mayor Nicoli said that he thought it would be better to wait until they had identified all the land they were purchasing. He noted that Mrs. Tupling had been very interested in wildflowers and that possibly they could use the money to put a pathway through a natural area. d. Public Testimony - None e. Staff Recommendation Mr. Lowry recommended that the Council adopt the resolution adopting the supplemental budget for 1995/96. f. Council Questions g. Public Hearing was closed Mayor Nicoli closed the hearing. h. Council Consideration - Res. No. 96 -31 Moved by Councilor Rohlf, seconded by Councilor Moore, to adopt Resolution No. 96-31. CITY COUNCIL MEETING MINUTES - MAY 14, 1996 - PAGE 14 • • The City Recorder read the resolution by number and title. Resolution No. 96 -31, a resolution creating the FEMA disaster fund and approving • . a supplemental budget for 95/96. The motion was approved by unanimous voice vote of Council present. (Mayor Nicoli, Councilors Moore, Rohlf, and Scheckla voted "yes ".) 9. CONSIDER WETLANDS MITIGATION ON CITY PROPERTY - BOWEN DEVELOPMENT COMPANY a. Staff report �Y 1". `�� T r Mr. Bewersdorff presented the staff report. He directed attention to the staff memo distributed at the April work session which explained this request from the Bowen Development Company to use City property for wetlands mitigation. He reviewed the situation. In 1988, a development company dedicated the wetlands portion of its property to the City for a development that never happened. Now the Bowen company wanted to develop the remainder of that property only to find that the wetlands have moved onto their property. They were asking to fill in .17 acres of wetland with an offset of .618 acres of mitigation. Mr. Bewersdorff noted that this was an isolated case, and that the City might not be able to get a similar dedication of wetlands today. He said that he thought this would be good for the City. Mr. Bewersdorff pointed out the attached draft policy relative to wetlands mitigation. Mr. Monahan reiterated that this was a unique case with some obligation on the part of the City to assist in allowing mitigation on City property because the particular City property under discussion originally came from the land owned by Bowen. He said that the draft policies would protect the City in the event of future requests; staff has already turned down one request to allow mitigation on other City land for a development outside the city. b. Council Discussion/Questions Councilor Scheckla asked if a bike path was planned for the area. Mr. Bewersdorff said that the development north of the wetlals recluded a- pathway. He reported that staff did co cider ng tor a pathway but that the_developer of the apartment complex didjot want to dedicate the area and staff would have a difficult time proving rough proponionality. - -- -- Councilor Scheckla asked if they would be opening themselves up in the future to other similar requests. Mr. Bewersdorff said that to prevent similar requests was the purpose of the draft policy. It could be used to guide the Council regarding future cases of wetlands mitigation. Councilor Scheckla asked if legally they could make this a one time instance. Mr. Ramis said that he thought they could, given the unique set of facts. He said that CITY COUNCIL MEETING MINUTES - MAY 14, 1996 - PAGE 15 • • • Councilor Scheckla asked if legally they could make this a one time instance. Mr. Ramis said that he thought they could, given the unique set of facts. He said that • they could emphasize its uniqueness in their decision and then develop a policy to preclude this sort of thing. Councilor Scheckla expressed concern that moving the wetlands could create more problems. Mr. Ramis commented that they could not draft a law to protect themselves from Mother Nature. However they could make sure that they had policies that required improvements of wetlands. Mr. Bewersdorff pointed out that enhanced wetlands were a better storage for flooding and a benefit to the City. c. Council Consideration: Resolution No. 96 -32 Mayor Nicoli said that he didn't have any problem with this resolution. He concurred that the City owed it to a property owner to work with them when the owner had dedicated land for wetlands in the past only to have a hardship created • because of natural changes. He noted that this was a gift to the City that they probably couldn't get today. Councilor Scheckla stated that he did not see this as a gift to the City because they did it in order to get what they wanted. Mayor Nicoli noted that they could no longer place a condition on a developer to give them land because of Dolan. He reiterated that he was comfortable with working with the owners on this. Mr. Monahan pointed out that usually land was not dedicated until construction of a project began; the applicant in 1988 dedicated the land and then decided not to develop. He suggested an amendment to the resolution to add a third "whereas" to read "Whereas the City owned land was dedicated in conjunction with the 1988 site development review that was not developed on the same property as shown Fir Road LLC" and to add under "Resolved" a statement "that the City finds that the unique circumstances of this application make it appropriate to grant the mitigation in recognition of the 1988 dedication." He said that this would record that this was a very unique situation. Councilor Scheckla stated that he liked the amendment. Councilor Rohlf concurred with confining this unique circumstances. He also agreed with the staff recommendation to develop a policy to deal with this issue, citing the trend towards more infill. Mr. Monahan reviewed the six items listed in the staff draft policy: benefit, physical enhancement of existing wetland, compensation to the City, no additional costs to the City for maintenance, location of developed property within the UGB, and no potential onsite mitigation possible. Mayor Nicoli suggested setting over the discussion on the policy to a future agenda and dealing tonight with the resolution. CITY COUNCIL MEETING MINUTES - MAY 14, 1996 - PAGE 16 • • Motion by Councilor Rohlf, seconded by Councilor Moore, to adopt Resolution No. 96-32 as amended. The City Recorder read the resolution by title and number. Resolution No. 96-32, a resolution to allow Scholls Ferry Road LLC and/or affiliates to create and/or enhance wetlands on city owned greenway, TIS, R1 W, East 1/2 of Section 23, Tigard, Oregon. The motion was approved by unanimous voice vote of Council present. (Mayor Nicoli, Councilors Moore, Rohlf, and Scheckla voted "yes ".) 10. NON AGENDA ITEMS > Mayor Nicoli asked the Council to give staff direction to proceed with developing a recommendation on how they wanted to proceed with architect services on the addition to City Hall. He noted that the process would take anywhere from 4 - 8 weeks but that getting an early start would allow staff to begin as soon as possible after the July 1 budget began. Mr. Monahan noted that it was a lengthy process with the new purchasing rules. He said that they would not be back with a recommendation before July 1 but that they could do a lot of the up front work and hopefully get better prices and a quicker beginning to the process. The Council agreed by consensus to direct staff to proceed as discussed. 11. ADJOURNMENT: 9:32 p.m. e ath a - ± 1 12 - 14 "Ie i lk Attest: / erine Wheatley, City Recorder li / , , Ci of Tigard Date: 1 -(..T --F 11 I /fi "l n J r:ankan0514.96 . CITY COUNCIL MEETING MINUTES - MAY 14, 1996 - PAGE 17 RECEIVED PLANNING • 11/ TRANSMITTAL MAY 151995 Date z- c File C Y000 To ( , �I LLD 1 A1.1D -el Project Ti GARD C - fir of Ti A au S LTC a J' 4 .4 6 Subject .fit ZS S co MALL &VD ., Ot.1 Iv DS TIGAQc O2 9 '1zz 0 Item Copies Date Description o i 1 41 Cr3Fy- op �- iSoC1. 3TK)C,, Remarks 60 LP3 D E0 0.k.) ® /s ( c Co R - 1 - - r Li .G C1)1 n- - c ft s SiZE o W( Tp.f(2.E.61_ brzucc- As you requested ❑ For your approval ❑ Return requested For your information ❑ For your review ❑ From Rt3C O cc KIAKI DAVID EVANS AND ASSOCIATES, INC. V g 6A RD A PROFESSIONAL SERVICES CONSULTING FIRM IN OREGON, WASHINGTON, CALIFORNIA AND ARIZONA 2828 S.W. CORBETT AVENUE ( a EL PORTLAND, OREGON 97201 -4830 ` V� (503) 223 -6663 FAX (503) 223 -2701 513g ckt-kti G 17 ommumpummemimmamewsweriP WA Waker Associates Inc. CIVIL ENGINEERING /PLANNING /SURVEYING A C E 0 V C D FEB 231995 §kod February 21, 1995 Kevin O'Hara DAVID EVANS AND ASSOCIATES, INC. 2828 S.W. Corbett Avenue Portland, Oregon 97201 RE: WETLANDS JOB #87802 Dear Kevin: As per your fax of February 17, 1995, I've reviewed our files and attached a blueline of a site survey we did for Centron on June 28, 1988. The wetlands were delineated by IES Associates, June 02, 1988 and were located by our survey crew. We cannot guarantee that the wetlands are located in the same place at this time since we have not tied them since June of 1988. Should you have any questions, feel free to contact myself or Gary Bliss. Sincerely, Waker Associates, Inc. D. Gary utcheson, PLS Survey Supervisor 11080 S.W. 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III - ___ �- =- PARK MI 11191.4c= CC /'",= vi 1- DANBUSH AT = = j%*U � I4 2•BRIDGEVIEW CT Q F q BRITTAN y =• .., LAKE e ,,, • j!J a , /IV EINImIlowilin. , , ,' - � � L A ARK = O G F PIN LN Z t $I , _-' 4 __ iuino �1111� 2 1'! � • � .. 1III► �� a / � � � FAL • U VICINITY CASE NO. - EXHIBIT MAP N1cp• ory oo, - hifoib • 1S133DC -10700 1S133DC -1080 DAVIS, RAYMOND L AND PETTITT, JANET KATHLEEN PATRICIA ANN 13215 SW BRITTANY DRIVE •; -13325 SW BRITTANY DRIVE - TIGARD OR 97223 - TIGARD • OR 97223 1S133DC -11000 1S133DB -00300 HURD, CYNTHIA JOANNE AND MCCOMBS, JEFFREY G & COLLEEN L SHERECK, DARREL G 11566 SW SHEFFIELD CR 13309 SW SHORE DRIVE TIGARD OR 97223 TIGARD OR 97223 1S133DB -00400 1S133DB -00500 BRUA, BLAIR N & BETTY 'C TRUSTEES FORMER, HENRY E JR AND 11574 SW SHEFFIELD CIR BARBARA J TIGARD OR- 97223 11576 SW SHEFFIELD CIRCLE • TIGARD OR 97223 1S133DB -00600 1S133DB -00700 ALBRECHT, ROBERT J AND DILWORTH, BOB JANET L 11580 SW SHEFFIELD CIRCLE 11578 SW SHEFFIELD CIRCLE TIGARD OR 97223 TIGARD OR 97223 • 1S133DB -00800 1S133DB -00900 JOHNSON, PHYLLIS R MUSCHIATTI, JEFFREY L BRANDT, JOHN J 11588 SW SHEFFIELD 11586 SW SHEFFIELD CIR TIGARD OR 97223 TIGARD OR 97223 1S133DB- 01000 1S133DB -01100 GORMAN, MATTHEW CLARK - . KAMINSKI, GREG W & MARIA E 11590 SW SHEFFIELD CIR 11600 SW SHEFFIELD CIRCLE TIGARD OR' 97223 TIGARD OR 97223 1S133DB -01700 1S133DB -01800 CARPIO, JOSE DEL & • STREJC, TANYA L TORREJON, CECILIA H 11605 SW SHEFFIELD CR 11625 SW SHEFFIED TIGARD OR 97223 TIGARD OR 97223 1S133DB -01900 1S133DB -02000 MYERS, CHARLES A JR & ROXANNE EDLUND, STEVEN H & JOY M 11599 SW 134TH PL 11597 SW 134TH PL TIGARD OR 97223 TIGARD OR 97223 • 1S133DB -02100 1S133DB -02200 HAUG,_LARRY D AND WANDA D HART, TRACY W /SIGRID A 11595 SW 134TH PL 11593 SW 134TH PLACE TIGARD OR 97223 TIGARD OR 97223 1S133DB -02300 1S133DB -02400 LYYSKI, DALE A O'HALLORAN, KEVIN J AND WASCO, TERI V LYNN R • 11591 SW 134TH PL 11589 SW SHEFFIELD CIRCLE TIGARD OR 97223 TIGARD OR 97223 • 1S133DB -02500 1S133DB -02600 ROBERTSON, LEE H AND SACKLEY, WAYNE /ANNE B VIRGINIA R . _ 11585 SW SHEFFIELD CIR 11587 SW SHEFFIELD CIR TIGARD OR 97223 TIGARD OR 97223 ' 1S133DB -02700 1S133DB -02800 HAWLEY, JEFFREY K AND LINDA K ROTHENBERGER, THOMAS A AND 11583 SW SHEFFIELD CIRCLE ROSALINDA TIGARD OR 97223 11581 SW SHEFFIELD CIRCLE TIGARD OR 97223 18133DB -02900 1S133DB -03000 RUSSO, SANDIE CHANG, YAO-KE AND 5435 SW NATCHEZ ST - TAM, WAI CHUN TUALATIN OR 97062 11577 SW SHEFFIELD CIRCLE TIGARD OR 97223 1S133DB -03100 1S133DB -03200 DILLMAN, CAROLYN J PFEIFER, ALLEN C AND LISA C 11575 SW SHEFFIELD CIRCLE 11573 SW SHEFFIELD CIRCLE TIGARD OR 97223 TIGARD OR 97223 • 1S133DB -03300 1S133DB -03400 FAULKNER, SCOTT C & SUZANNE B TRUBITS, WILLIAM J & BETH L 11571 SW SHEFFIELD CIR 11569 SW SHEFFIELD CIRCLE TIGARD OR 97223 TIGARD OR 97223 1S133DB -03500 1S133DB -03600 ALBERT, KATHERINE M H & MARC S GEVING, JACK A AND PHYLLIS A 11567 SW SHEFFIELD CIR 311 VISTA DEL ESCUELA TIGARD OR 97223 EL CAJON CA 92019 1S133DB -03700 1S133D8 -03800 MCGREGOR, RICHARD D AND HARTWICK, GERALD DEAN AND KATHERINE A PEGGY LEANN 11465 SW WINTERLAKE DRIVE 11445 SW WINTERLAKE DRIVE TIGARD OR 97223 TIGARD OR 97223 1S133DB -03900 1S133DB -04000 SUNDAY, THOMAS A & THERESE M JENKINS, WILLIAM R & CAROL LEE 11425 SW WINTERLAKE DR 11405 SW WINTERLAKE DR . TIGARD OR 97223 TIGARD OR 97223 1S133DB -04400 1S133DB -04500 BEST, CAROL ANN _ SANSOM, TIMOTHY D 11381 SW WINTERLAKE CT - 11369 SW WINTERLAKE DR TIGARD OR 97223 TIGARD OR 97223 1S133DB -04600 1S133DB -04700 HORNIBROOK, DAVID WAYNE AND YASUMIISHI, KIP KAZUO & KRISTI L LAURA MARIE - 13134 SW WINTER LAKE CT 13112 SW WINTERLAKE CT TIGARD OR 97224 TIGARD • OR 97223 iS133DB -04800 1S133DB -0490 SMITH, BRADLEY D & MARI A LEHNOW, JOSEPH E /LESLIE J 13156 SW WINTER LAKE CT 13145 SW WINTERLAKE CT TIGARD y " OR 97223 TIGARD OR 97223 ' 1S133DB -05000 1S133DB -05100 BREITBARTH, NIRKI A MISENER, GEORGE W & ELIZABETH C 13123 SW WINTERLAKE CT 13101 SW WINTER LAKE CT TIGARD OR 97223 TIGARD - OR 97223 • 1S133DB -05200 1S133DB -05500 MOGA, MIRCEA & MARIA HALLOCK, PETER NAND DEBRA M 11245 SW WINTERLAKE DR 11090 SW 131ST PL TIGARD OR 97223 TIGARD OR 97223 1S133DB -05600 1S133DB -05700 COLLINS, DOUGLAS ALAN AND KERNER, PATRICK NAND MYNDEE E NANCY KATHERINE 11056 SW 131ST PL 11074 SW 131ST PL TIGARD OR 97223 TIGARD OR 97223 1S133D8-05800 1S133DB -05900 RYMAL, CHARLES D & SUSAN K STASHIN, FRANK D 11038 SW 131ST PL PO BOX 230094 TIGARD OR 97223 TIGARD OR 97281 1S133DB -06000 1S133DB -06100 COOPER, DAVID A BENZ, DOUGLAS R AND DEBRA I MOLONY, MARGARET L 11025 SW ESCHMAN WAY 11001 SW ESCHMAN WAY TIGARD OR 97223 TIGARD OR 97223 1S133DB- 0620 1S133DB -06301 VAKIATHANA, NOOTCHANART HUGHES, SHARON /STEPHEN P 11047 SW ESCHMAN WAY 11069 SW ESCHMAN WAY TIGARD OR 97223 TIGARD OR 97223 1S133DB -06400 1S133DB -07200 KARLS, MICHAEL J /TRACIE KENYON TIGARD, CITY OF 11081 SW ESCHMAN WAY 13125 SW HALL TIGARD OR 97223 PO BOX 23397 TIGARD OR 97223 1S133CA -00100 1S133CA -00200 SHRADER, DALE G TRUSTEE SHRADER, DALE G TRUSTEE 8405.165TH AVE NE 8405 165TH AVE NE REDMOND WA 98052 REDMOND WA 98052 1S133CA -00300 1S133CA -00400 COE, GARY - R TIGARD, CITY OF 11115 SW 135TH AVENUE 13125 SW HALL PORTLAND OR 97223 PO BOX 23397 TIGARD OR 97223 1S133CA -00500 1S133CA -00706 NELSON, GARY R PATSY A NELSON, GARY R PATSY A 11295 SW 135TH AVE - 11295 SW 135TH : j TIGARD OR 97223 TIGARD OR 97223 1S133CA -00800 1S133CA -00900 PFI SUNFLOWER LIMITED INC PFI SUNFLOWER LIMITED INC ATTN: AFFORDABLE HOUSE GRP ATTN: AFFORDABLE HOUSE GRP 825 NE MULTNOMAH ST, STE 775 825 NE MULTNOMAH ST, STE 775 PORTLAND OR 97232 PORTLAND OR 97232 1S133AC -08000 PALOMINO POINTE GRABHORN, BURTON E 111 SW 5TH S - 2260 11493 SE 82ND PORTLAND OR 97204 PORTLAND OR 97266 • SCHOLLS FERRY ROAD LLC 111 SW 5TH S -2260 PORTLAND OR 97204 • i COMMUNITY NEWSPAPERS, INC cca) Legal P.O. BOX 370 PHONE (503) 684 -0360 C,( � <Iotice TT 8101 BEAVERTON. OREGON 97075 `� ' $\ Legal Notice Advertising '��, . �� GP�® � O` • City of Tigard • ❑ Tearsheet Notice (. 13125 SW Hall Blvd. • Tigard,Oregon 97223 • ❑ Duplicate Affidavit AFFIDAVIT OF PUBLICATION z. STATE OF OREGON, COUNTY OF WASHINGTON, jss. C Kathy Snyder -. being first duly sworn, depose and say that I am the Advertising Director, or his principal clerk, of the Tigard - Tualatin ig i mes ; ':'e : . ., , a newspaper of general circulation as defined in ORS 193.010 . ' - N . L; : and 193.020; published at Times in the aforesaid u eve1ops� 4 14 6 the Palomino Pointe _ _ a printed copy of which is hereto annexed, was published in the entire issue of said newspaper for ONE successive and _ 1 consecutive in the following issues: _ t February 2,1995 .. Subscribed and sworn =fore me this lie nd day of Fehruaryw 9 _ \ I{ OFFiCiAL SEAL I 4.'r ;:. ROEiN' A. BURGESS tI a `'•` ? t18 NOTARY PLIC - OREGON N'L Public for Oregon q " "' COMMISSION NO. 024552 MY COM .. ; SI "ION ,XPIRES MAY 16.1.97 My Commission Expires: � AFFIDAVIT • • . _____, ..._ _ _ _ __._.__._._._______--_ SITE DES 31.0PMEN1' REVIEW SDR 944026 MINOR LAND A TION MLP 94 0022 PAI LOCATION: East of Ferry Road (WCTM 1 S 1 tax lot 4300). The south of S.W. Scholls Ferry ' Director has approved, subject to conditions, a request for the following development applications: 1) Site Development Review to allow construc- tion of an 11 building, 164 unit apartment Minor Land with to di �ae n ap- building and swimming pool; 2) proximately 12.68 acre parcel into two p arcels of approximately 7.96 and 4.72 acres in size. APPLICABLE REVIEW CRITERIA: B 02, 18 106, Development Code Chapters 18.56, 18.92, 18.96, , esidenti . 1, 6, 18.114, 18.116, 18.120, 18.150, and 18.164. ZONE: R -25 (R 25 units/acre) The R -25 zone allows single - family attached /detached residen- tial units, multiple - family residential units, residential support services mobile home parks and subdivisions, public care, home occupations, temporary uses, and accessory structures among other uses. v'44 ■ h '; up .8 '• pV :Sr A ...Split/00'0ov Illipvdff:::. , er't • Ir y -*--- ... ne, • ! .0,......14_, p . o: . .... af�!�1 slim • . .. ,, _ ..; - ' Air MOP 40, ,, • z phi gar? Z I- � SU MMER LAKE a. .„„... = PARK Q UM tip IItl1 z .. nmia1r� ,,,e' 4► 9-1111 y i LL I � � to %a — 4. r I U I be The adopted finding of facts, decision, and statement of conditions can S W. obtained from the Planning Department, Tigard Civic Center, Hall Blvd., P.O. Box 23397, Tigard, O rego Oregon 97223. T h e mc appeal be final on E ebruary 15 1995. Any party to o hion ita Section DevelopmentCode,3which provides that a written ap- of may Community and peal ay be filed within �10 days 30 P tM. Februar vl S 1995 • sent. The dead- line for filing of an app TT8101 — Publish February 2, 1995. William Wilson Arcf4icts AIA RECEIVED JAN 0 91994 COMMUNITY DEVELOPMENT January 6, 1995 Mr. Will D'Andrea Assistant Planner City of Tigard 13125 SW Hall Blvd. Tigard, Oregon 97223 Subject: Palomino Pointe Apartments Dear Mr. D'Andrea; As the applicants representative, we hereby waive the mandatory 120 day site plan approval period. We do however wish to keep the process moving along in a time frame. Enclosed please find the requested additional exterior elevations and a revised site plan. Revisions to the site are very minor and do not impact any of the approval criteria. If you need any additional information please feel free to contact me. Thank you for you assistance and cooperation. Sincerely, WILLIAM WILSON ARCHITECTS Scott A. Reiter, Associate 133 SW Second Avenue, Portland, Oregon 97204 • (503) 223 -6693 • Fax (503) 274 -0052 • MEMORANDUM CITY OF TIGARD, OREGON TO: William D'Andrea December 12, 1994 FROM: Michael Anderson, Development Review Engineer RE: SDR 94 -0026; MLP 94 -0022 PALOMINO POINTE Description: A request for Site Development Review approval to allow for the construction of a eleven (11) building, 164 unit apartment complex on a 7.96 acre site located on the east side of SW 135th Avenue, south of the proposed westerly extension of SW Hawk's Beard Street, adjacent to the existing Summer Creek floodway greenway dedication. The Minor Land Partition of Tax Lot 4300 will create two parcels: the 7.96 acre site for the proposed development and the remainder parcel to the south, separated by the greenway, of 4.72 acres. Findings: 1. TRAFFIC IMPACTS: The applicant has submitted a traffic access report entitled "Palomino Point Apartments ", as prepared by David Evans and Associates, Inc., dated October 20, 1994. The report addresses the traffic impact of the proposed apartment project as it relates to the surrounding street systems.The report concludes that the traffic generated by the proposed project will not unduly affect any of the adjacent streets or intersections, existing and proposed. The traffic report indicates that a left -turn refuge for the southbound traffic on SW 135th Avenue may be required. This option will be reviewed after completion of the project by the City Engineer. 2. STREETS: As noted, the site is located at the southeast corner of SW 135th Avenue and proposed SW Hawk's Beard Street. SW 135th Avenue is classified as a Minor Collector on the Comprehensive Plan and SW Hawk's Beard Street is a local street that would extend from SW 135th Avenue on the west to SW Summer Lake Drive on the east. The construction of SW 135th Avenue was completed by a Local Improvement District in 1989. No further improvements are required. The right -of -way for SW Hawk's Beard Street was established by deed in 1989 at 50 feet. The applicant should be required to construct the standard one -half street improvements plus an additional lane on the opposite site of the street to provide a total pavement width of 28 feet to accommodate the proposed driveways to the site. The site is bounded on the east by the existing right - of - way for SW 131st Court which was improved with a 26 foot wide roadway within a 35 foot right -of -way in the "Castles at Brittany" subdivision. The applicant should dedicate additional right -of -way to provide for ENGINEERING COMMENTS SDR 94 -26; MLP 94 -22 PALOMINO POINTE PAGE 1 • • feet. The minimum centerline radius is 167 feet. The legal description shall be tied to the proposed right -of -way centerline as approved by the Engineering Department. STAFF CONTACT: Michael Anderson, Engineering Department (639 -4171) 3. Standard half - street improvements, including concrete sidewalk, removal of existing extruded curb, new concrete curb, asphaltic concrete pavement, sanitary sewer, and underground utilities shall be installed along the SW 131st Court frontage. Improvements shall be designed and constructed to local street standards and shall conform to the alignment of existing adjacent improvements. The construction shall join the existing 26 foot wide pavement along the westerly side with a new full depth curb, a 5 foot wide sidewalk, and the completion of the cul -sac at the end of the street. STAFF CONTACT: Michael Anderson, Engineering Department (639- 4171). 4. Right -of -way shall be dedicated to the public along the frontage of SW 131st Court adjacent to the site to increase the street right -of- way from the existing 35 feet to 42 feet and the complete the cul- de -sac with a property line radius of 52 feet to match the existing dedication. The legal description shall be tied to the proposed right -of -way centerline as approved by the Engineering Department. The dedication may be shown on the final partition plat. STAFF CONTACT: Michael Anderson, Engineering Department (639 -4171) 5. The proposed privately operated and maintained storm drainage system plan - profile details shall be provided as part of the public improvement plans. STAFF CONTACT: Greg Berry, Engineering Department (639- 4171). 6. The applicant shall demonstrate that storm drainage runoff can be discharged into the existing drainageways without significantly impacting properties downstream. STAFF CONTACT: Greg Berry, Engineering Department (639- 4171). 7. The applicant shall prepare a drainage plan for review and approval of the Engineering Department, together with the design report for the water quality facility. STAFF CONTACT: Greg Berry, Engineering Department (639- 4171). 8. The applicant shall provide for on -site water quality treatment, as shown on the site plan, and as required by Unified Sewerage Agency Resolution and Order No. 91 -47. Design calculations shall be in conformance with the general requirements of Surface Water Quality Facilities Technical Guidance Handbook, USA, 1991. The water quality facility shall be maintained by the property owner. STAFF CONTACT: Greg Berry, Engineering Department (639- 4171). 9. An erosion control plan shall be provided and shall conform to "Erosion Control Plans- Technical Guidance Handbook, November 1989." STAFF CONTACT: Greg Berry, Engineering Department (639- 4171). 10. The applicant shall obtain a 1200 -C General Permit (NPDES) issued by the City of Tigard pursuant to ORS 468.740 and the Federal Clean Water Act. STAFF CONTACT: Greg Berry, Engineering Department (639- 4171). 11. Three (3) sets of detailed public improvement plans and profile construction drawings shall be submitted for preliminary review to the Engineering Department. Seven (7) sets of approved drawings and one (1) itemized construction cost estimate, all prepared by a ENGINEERING COMMENTS SDR 94 -26; MLP 94 -22 PALOMINO POINTE PAGE 3 • • the construction of the pavement on the westerly side of the cul -de- sac at the end of the street, and the along the apartment site frontage. The existing extruded curb should be replaced with a standard full depth PCC curb. The street connection to the existing pavement in SW Hawk's Beard Street, at the easterly edge of the site, adjacent to the intersection with SW 131st Court, should be re- designed to provide for a 50 foot tangent between the reversing 200 foot centerline curves. The new standards for local streets allow a reduction in the centerline radius to 167 feet. The applicant should show the additional street dedication for SW Hawk's Beard Street and SW 131st Court on the plat for the Minor Land Partition. 3. SANITARY SEWER: The site is served by the existing 8" public sewer located within SW 131st Court and the sewer has sufficient capacity for the new development. The preliminary utility plan shows a connection to this sewer which should be constructed at a 90° angle. 4. STORM SEWER: The site slopes in a southerly direction to the contiguous Summer Creek. The proposed drainage plan incorporates a private underground system that drains the site to a water quality swale on -site for the low -flow summer condition and an overflow pipe that drains into the creek. The final design should include provisions for energy dissipation at the end of the pipe. 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. As noted above, the applicant is proposing an on -site water quality facility which will be required to adhere to USA design standards and after construction will be maintained by the property owner. Recommendations: PRIOR TO THE ISSUANCE OF A BUILDING PERMIT THE FOLLOWING CONDITIONS SHALL BE SATISFIED OR FINANCIALLY SECURED: 1. Standard half- street improvements, including concrete sidewalk, driveway apron, curb, asphaltic concrete pavement, sanitary sewer, storm drainage, streetlights, and underground utilities shall be installed along the SW Hawk's Beard Street frontage. Improvements shall be designed and constructed to local street standards and shall conform to the alignment of existing adjacent improvements or to an alignment approved by the Engineering Department. The construction shall include an additional 12 foot wide lane on the opposite side of the street for a total pavement width of 28 feet. STAFF CONTACT: Michael Anderson, Engineering Department. 2. Right -of -way shall be dedicated to the public along the frontage of SW Hawk's Beard Street at the easterly edge of the site to increase the centerline tangent between the reversing 200 foot curves to 50 ENGINEERING COMMENTS SDR 94 -26; MLP 94 -22 PALOMINO POINTE PAGE 2 • • Professional Engineer, shall be submitted for final review and approval (NOTE: these plans are in addition to any drawings required by the Building Division and should only include sheets relevant to public improvements. STAFF CONTACT: John Hagman, Engineering Department (639- 4171). 12. The applicant shall make an appointment for a pre- construction meeting with the City of Tigard Engineering Department after approval of the public improvement plans but before starting work on the site. The applicant, the applicant's engineer and contractor shall be required to attend this meeting prior to receiving the approved plans and permits. 13. The applicant shall provide a construction vehicle access and parking plan for approval by the City Engineer. All construction vehicle parking shall be provided on -site or within the SW Hawk's Beard Street right -of -way adjacent to the site. No construction vehicles or equipment will be permitted to park on the adjoining residential public streets. Construction vehicles include the vehicles of any contractor or subcontractor involved in the construction of the site improvements or buildings proposed by this application, and shall include the vehicles of all suppliers and employees associated with the project. 14. Construction of the proposed public improvements and issuance of Building Permits shall not commence until after the Engineering Department has reviewed and approved the public improvements plans, a street opening permit or construction compliance agreements has been executed, execution of a developer- engineer agreement and payment of all permit fees. A 100 percent performance assurance or letter of commitment is required. STAFF CONTACT: Michael Anderson, Engineering Department (639 -4171) 15. 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. STAFF CONTACT: Michael Anderson, Engineering Department (639 -4171) 16. Final Plat Application Submission Requirements: A. Three copies of the partition plat prepared by a land surveyor licensed to practice in Oregon, and necessary data or narrative. B. The partition plat and data or narrative shall be drawn to the minimum standards set forth by the Oregon Revised Statutes (ORS 92.05), Washington County, and by the City of Tigard. C. The street dedications shall be shown on the final partition plat. STAFF CONTACT: John Hadley, Engineering Department (639- 4171). ENGINEERING COMMENTS SDR 94 -26; MLP 94 -22 PALOMINO POINTE PAGE 4 411 1111 IN ADDITION THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF THE COMMUNITY DEVELOPMENT CODE; THIS IS NOT AN EXCLUSIVE LIST 1. SECTION 18.120.060 BONDING AND ASSURANCES A. On all projects where public improvements are required the Director shall: 1. Require a bond in an amount not grater than 100 percent of other adequate assurances as a condition of approval of the site development plan in order to ensure the completed project is in conformance with the approved plan; and 2. Approve and release such bonds. B. The bond shall be release when the Director finds the completed project conforms to the approved site development plan and all conditions of approval are satisfied. 2. 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. Wooley, . Engineer n: \engineer \sdr94- 26.mja ENGINEERING COMMENTS SDR 94 -26; MLP 94 -22 PALOMINO POINTE PAGE 5 RECEIVED 0 4 44kNU 301994 1/27/95 COMMUNITY DEVELOPMENT City of Tigard Assist Planner in Community Development Will D;Andrea -639 4171 13125 S.W. Hall Blvd Tigard, Oregon 97223 Dear Will: re: flier from Sherry on the S.W. 135 area adjacent for apartment development near the Wet lands. If what is said is true I oppose this move for an evelopment near any wet lands and 4 hat monies for development my go for clean up and make the area safe, the water pure, and the ducks out of the area to control contamination. I feel that the City of Tigard must look at ghat is happened in the S. Part of Calif recently with flooding to realize that that potential exists for all of the future and that if flooding did occur with the proposed building that valuable resources (like time and money ) will be used to rescue people in the flood when we could put our resources to better use for the future generations. I also feel some of the following will and can occur: - inc. chances of theft, robbery, and bulgary from undesireablges that can movd into an area -inc in CONGESTION that the area has now and will be ssx worse in the tam future. We once lived across and up the hill from Canterbury Sq and in 1984 it took about 12 minutes to get to beyond Tigard Fred Meyer, and when we left 7/93 it was over 30 minutes anytime of day and most of the night. - I feel that The City of Tigard must take a hard look at a 10 yr moratorium on building until the city and other officials will have time to make the water puce, can prone that the sewer and water supply will be adequate. The basic principle in my mind is that the land can only handle so much stress before something gives, and traffic, land congestion, is streatching things. In fact feel that the water pressure decreased while we lived off S.W. 109 andganterbury. -my concern for undAsireables and crimes is a reality that the City of Tigard no longer needs to have a presence of, but should not be tolerated and so far they have personnel streatched to their humanily limits. - Scholl's F. Rd is getting almost impassable and 'eymaad beyond it's designated limit*. - my only alternative is not grant the permit, and let it continue to be a wet land and leave that piece of property for all generations to enjoy. We will still need our parks, and we need to be able to keep them safe. Thanks for listening, forgive me on the typo's HAROLD WARNER, 4/ 1 �Uv p� � p �""AA„----- 13645 S.W. Feiring Lane tk,p, e,rn ?"'t Tigard, Oregon 97223 0 IIP t ,J ek-......._,. UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY November 21, 1994 RECEIVED Will D'Andrea NOV 2 21994 Planning Department City of Tigard COMPAUNITY DEVELOPMENT 13125 SW Hall Blvd. Tigard, Oregon 97223 Dear Will: Subject: Palomino Pointe Apartments Thank you for the chance to review the proposed apartment development prior to approval of the land use action. Please consider the following comments when reviewing this project: 1. A 25 foot undisturbed corridor should be provided separating the necessary site construction from the wetlands. If the corridor must be disturbed, a detailed restoration plan should be made part of the submittal, and the restored buffer should be no steeper than 4 horizontal to 1 vertical. Native Oregon plant materials should be used to upgrade the protective corridor. 2. A water quality facility is necessary. The facility shown in the preliminary design is not appropriate. Water quality facility shall not be placed in the wetland and should not be placed in the protective corridor unless the corridor is widened to compensate for the intrusion. Maintenance access must be provided. 3. Developer should sign an agreement to provide maintenance of the water quality facility. The agreement should include heirs and assigns and should be recorded with the County. 4. Applicant's engineer should evaluate adjacent properties to see if extension of services through this site is necessary. 5. No construction should begin until all state and federal permits are issued. I hope these comments are helpful. If you have any questions, please call me at 648 -8678. Sinc ely, ee Walker Plan Review Supervisor /eb 155 North First Avenue, Suite 270 Phone: 503/648-8621 Hillsboro, Oregon 97124 FAX: 503/640 -3525 .... .. • RECEIVED Al% WASHINGTON (,,RUNTY OREGON ,aEC 1 31994 Department of Land Use and Transportation, Land Development Services 155 North First Avenue, Suite 350, Hillsboro, Oregon 97124 COMMUNITY DEVELOPMEM (503) 648 -8761 • FAX: (503) 693 -4412 December 12, 1994 Tigard Planning Department 13125 SW Hall Tigard, OR 97223 RE: PALOMINO POINT - SDR 94 -0026 AND MLP 94 -0022 Washington County has reviewed this development application and submits the following comments and required conditions for access to SW Scholls Ferry Road, a County Major Arterial: COMMENTS A traffic analysis for this development proposal is being performed by the County Traffic Analyst, whose findings and recommendations will be forwarded to the City at the time of completion of the review. This review and the recommended conditions of approval which will be developed as a part of that review are required by Resolution and Order 86 -95 and Section 501- 8.2.B. of the Community Development Code. REQUIRED CONDITIONS OF APPROVAL I. PRIOR TO FINAL APPROVAL AND ISSUANCE OF A BUILDING PERMIT BY THE CITY OF TIGARD: A. Submit to Land Development Services (Public Assurance Staff, Tracy Stone/ Carolyn Cook, 648- 8761): 1. Completed "Design Option" form. 2. $750.00 Administration Deposit. NOTE: Any portion of the Administration Deposit not used by Washington County for plan approval, field inspections, and contract administration will be returned to the applicant. If at any time during the project, the County's costs are higher than the amount deposited, Washington County will bill the applicant the amount needed to cover its costs. 3. Two (2) sets of complete engineering plans for the construction of the following public improvements: Any additional off -site safety improvements found to be required for compliance with R &O 86 -95 upon completion of the County Traffic Analyst's review. B. Obtain a Washington County Facility Permit upon completion of the following: Obtain Engineering Division approval and provide a financial assurance for the construction of the public improvements listed in conditions I.A.3. . . • County Transportation Review December 12, 1994 Page #2 NOTE: The Public Assurance staff (Tracy Stone /Carolyn Cook, 648- 8761) of Land Development Services will send the required forms to the applicant's representative after submittal and approval of the public improvement engineering plans. II. PRIOR TO OCCUPANCY The road improvements required in by conditions I.A.3. above shall be completed and accepted by Washington County. Thank you for the opportunity to comment. Please send a notice of decision and appeal information to the County upon completion of your review. We would also appreciate the opportunity to review a draft of the City's conditions pertaining to access to SW Scholls Ferry Road. If you have any questions, please contact me at 648 -8761. i ii . • Tom Harry, Assa i.ate—Planner c: Lynn Bailey, Transportation Planner Doug Norval, Traffic Analyst Carolyn Cook, Associate Planner, Assurances Paul Ward, Engineering Associate (Applicant) th /j:transp /palmopt.tig • • .. - "�� REQUEST FOR COMMENTS TO:T) ck e 1 DATE: November 9, 1994 FROM: Tigard Planning Department RE: SITE DEVELOPMENT REVIEW SDR'94 -0026 MINOR LAND PARTITION MLP 94 -0022 PALOMINO POINTE LOCATION: East of SW 135th Avenue, north of Summer Creek, and south of SW Scholls Ferry Road (WCTM 1S1 33DB, tax lot 4300). A request for the following development applications: 1) Site Development • Review approval to allow construction of an 11 building, 164 unit apartment complex with a community building and swimming pool; 2) Minor Land Partition to divide an approximately 12.68 acre parcel into two parcels of approximately 7.96 and 4.72 acres in size. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.56, 18.92, 18.96, 18.100, 18.102, 18.106, 18.114, 18.116, 18.120, 18.150, and 18.164. ZONE: R -25 (Residential, 25 units /acre) The R -25 zone allows single - family attached /detached residential units, multiple- family residential units, residential care facilities, mobile home parks and subdivisions, public support services, family day care, home occupations, temporary uses, and accessory structures 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 e 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 Nov. 21, 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: Will D'Andrea 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. V Written Comments: i t { (� ,. 6 e I. '(v1 ca\ C. ��. �,'�:R r? St �' + �,ab i';i (Z`7lil �:1i !' i�,�' d :"li "'` 7i �'J .� r '�O! = ��," - -, PP G 0 Q Name of Person Commenting: /037 -/5 Phone Number: , }151/ • • REQUEST FOR COMMENTS ' TO: Th \ LQ. . DATE: November 9; 1994 FROM: Tigard Planning Department RE: SITE DEVELOPMENT REVIEW SDR'94 -0026 MINOR LAND PARTITION MLP 94 -0022 PALOMINO POINTE LOCATION: East of SW 135th Avenue, north of Summer Creek, and south of SW Scholls Ferry Road (WCTM 1S1 33DB, tax lot 4300). A request for the following development applications: 1) Site Development Review approval to allow construction of an 11 building, 164 unit apartment complex with a community building and swimming pool; 2) Minor Land Partition to divide an approximately 12.68 acre parcel into two parcels of approximately 7.96 and 4.72.acres in size. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.56, 18.92, 18.96, 18.100, 18.102, 18.106, 18.114, 18.116, 18.120, 18.150, and 18.164. ZONE: R -25 (Residential, 25 units /acre) The R -25 zone allows single - family attached /detached residential units, multiple - family residential units, residential care facilities, mobile home parks and subdivisions, public support services, family day care, home occupations, temporary uses, and accessory structures 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 Nov. 21, 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: Will D'Andrea 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: G 1 011P Name of Person Commentin•• / ' ! Phone Number: X. aaO 11 1111 w NW _ y #� 4 gal P! ■ ..`4 4f �∎ '■ iv P F ERR�I %`I Via 4 tIS\ ,I s .� :� .. •,, �.a ' O LD . c � � m .a an a» . 11 ' �: • ■ 4* 0 Mit/ 8/3 / 4 41P . ♦ ii i 1'- ... za ! ! ! ! [ 4'. 4 B HAWKS ST • aV • 4 litt-L!--7-L7- .. M== = = - k X - t/AllatIli \ - 1 �� •,,'w III iiggli mml _ _ _ - =� lir O SUMMER LAKE Q. - - =-- -- _ iii PARK rillt#1. Ir r j /.. 1 ,, ' ": . V 1-O R NBUSH W P _ NM - �, '�'r - 2- BRiDGEV1EW CT , . 1111 blr■ r �� 444 �,, s C � R TTAN_- Al, ,, . LAKE , , ?'h'!9jJ 0 � � �� f NIN MON "r i 1 ' m F L1 0 VICINITY CASE NO. • EXHIBIT MAP • M E M O R A N D U M TIGARD POLICE DEPARTMENT TO: Will D'Andrea 7 FROM: Kelley Jennings /Crime Prevention Spec': ' -� ' DATE: November 11, 1994 - - SUBJECT: SDR 94 -0026 for Palomino Pointe Apts Will- I have looked at the proposed SDR & MLP. There are two things I would recommend be required as conditions for approval from CPTED consideration: #1- A lighting fixture on a pole in the "children's play area equipment ". I would recommend that it be mounted on a pole such as is proposed for the KIM SAR8 no house side shield. I believe a single head luminaire will be adequate in the 150W HPS range. Exact positioning of the fixture should be to maximize the lighting in the play area. ( See Lighting Plan page El for exact area of concern ). #2- KIOSK directories of the complex be installed at each of the three entrances. (See high lighted Site Plan page Al. For an example of a KIOSK that is sufficient, there are several located at the Meadow Creek Apt complex, 12505 SW North Dakota St., Tigard,OR. CPTED Review • REQUEST FOR COMMENTS . TO: [ l DATE: November 9, 1994 FROM: Tigard Planning Department RE: SITE DEVELOPMENT REVIEW SDR'94 -0026 MINOR LAND PARTITION MLP 94 -0022 PALOMINO' POINTE LOCATION: East of SW 135th Avenue, north of Summer Creek, and south of SW Scholls Ferry Road (WCTM 1S1 33DB, tax lot 4300). A request for the following development applications: 1) Site Development Review approval to allow construction of an 11 building, 164 unit apartment complex with a community building and swimming pool; 2) Minor Land Partition to divide an approximately 12.68 acre parcel into two parcels of approximately 7.96 and 4.72 acres in size. APPLICABLE REVIEW CRITERIA: Community Development Code .Chapters 18.56, 18.92, 18.96, 18.100, 18.102, 18.106, 18.114, 18.116, 18.120, 18.150, and 18.164. ZONE: R -25 (Residential, 25 units /acre) The R -25 zone allows single - family attached /detached residential units, multiple - family residential units, residential care facilities, mobile home parks and subdivisions, public support services, family day care, home occupations, temporary uses, and accessory structures 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 Nov. 21, 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: Will D'Andrea PLEASE 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: Vg9, i �/ Phone Number: `�I �/ • - 411. • REQUEST FOR COMMENTS • TO : 1 ANVl GPXI oIQ Q E 1 ,, el l G DATE : November 9 , 19 9 4 FROM: Tigard Planning Department RE: SITE DEVELOPMENT REVIEW SDR'94 - 0026 MINOR LAND PARTITION MLP 94 - 0022 PALOMINO POINTE LOCATION: East of SW 135th Avenue, north of Summer Creek, and south of SW Scholls.Ferry Road (WCTM 1S1 33DB, tax lot 4300). A request for the following development applications: 1) Site Development Review approval to allow construction of an 11 building, 164 unit apartment complex with a community building and swimming pool; 2) Minor Land Partition to divide an approximately 12.68 acre parcel into two parcels of approximately 7.96 and 4.72 acres in size. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.56, 18.92, 18.96, • 18.100, 18.102, 18.106, 18.114, 18.116, 18.120, 18.150, and 18.164. ZONE: R -25 (Residential, 25 units /acre) The R -25 zone allows single - family attached /detached residential units, multiple - family residential units, residential care facilities. mobile home parks and subdivisions. public support services, family day care, home occupations, temporary uses, and accessory structures 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 Nov. 21, 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: Will D'Andrea 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: 5lX 1 Phone Number: 9 W ' 1 1 y • I �p - ',. 1 REQUEST FOR COMMENTS TO: 1,& V �l' 17C" Q DATE: November 9, 1994 FROM: Tigard Planning Department RE: SITE DEVELOPMENT REVIEW SDR '94-0026 MINOR LAND PARTITION MLP 94 -0022 PALOMINO POINTE LOCATION: East of SW 135th Avenue, north of Summer Creek, and south of SW Scholls Ferry Road (WCTM 1S1 33DB, tax lot 4300). A request for the following development applications: 1) Site Development Review approval to allow construction of an 11 building, 164 unit apartment complex with a community building and swimming pool; 2) Minor Land Partition to divide an approximately 12.68 acre parcel into two parcels of approximately 7.96 and 4.72 acres in size. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.56, 18.92, 18.96, 18.100, 18.102, 18.106, 18.114, 18.116, 18.120, 18.150, and 18.164. ZONE: R -25 (Residential, 25 units /acre) The R -25 zone allows single - family attached /detached residential units, multiple - family residential units, residential care facilities, mobile home parks and subdivisions, public _ support services, family day care, home occupations, temporary uses, and . accessory structures 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 e 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 Nov. 21, 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: Will D'Andrea 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. Xx Written Comments: Although this is a preliminary review, the water system layout is not in compliance with our water standards. Water mains are to be located on the east and south side of the street (public and private) centerline approximately 7' -0" from face of curb, Water mains are to have a minimum of 10' -U" horizontal separation between water and sanitary sewer lines. All water mains to have a minimum of 36- inches of cover and the existing Name of Person Commenting: /41/46 t'1 /LL5iL_ Phone Number: X 3q5 12 -inch water main on SW Hawks Beard Street will need to be extended along the proposed Hawks Beard extension with connection to the existing 16 -inch water main on SW 135th venue, Fire hydrant placement and location will be reviewed jointly wi Tualatin Valley Fire & Rescue and the Water Division, JoVun. R ; i.✓ r _ C � J Jn1ti+ik REQUEST FOR COMMENTS TO: �� - Iv L.1/� In(t_,l/l L�� , 7� V lC �S DATE: November 9 , 1994 FROM: Tigard Planning Department RE: SITE DEVELOPMENT REVIEW SDR '94-0026 MINOR LAND PARTITION MLP 94 -0022 PALOMINO POINTE LOCATION: East of SW 135th Avenue, north of Summer Creek, and south of SW Scholls Ferry Road (WCTM 1S1 33DB, tax lot 4300). A request for the following development applications: 1) Site Development • Review approval to allow construction of an 11 building, 164 unit apartment complex with a community building and swimming pool; 2) Minor Land Partition to divide an approximately 12.68 acre parcel into two parcels of approximately 7.96 and 4.72 acres in size. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.56, 18.92, 18.96, 18.100, 18.102, 18.106, 18.114, 18.116, 18.120, 18.150, and 18.164. ZONE: R -25 (Residential, 25 units /acre) The R -25 zone allows single - family attached /detached residential units, multiple - family residential units, residential care facilities, mobile home parks and subdivisions, public support services, family day care, home occupations, temporary uses, and accessory structures 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 e 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 Nov. 21, 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: Will D'Andrea 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: l - , DAVID EVANS AN D ASSOCIATES, INC 7 \ ,i- ,- , , . ,.,,, d,.: ) • . 1 , -,-=' , ' ,---\\—s—?_, . .',,,\ ;'`4:!: . I \ i v, ... q. v Traffic Access Report , • 4, -- ' 0 ri - • . . 1 • 1 - Palomino Point Apartments 1 1 Tigard, Oregon . • • • 1 I DAVID EVANS AND ASSOCIATES, INC. 1 •' • 1 I • I • 1 1 1 TRAFFIC ACCESS REPORT 1 1 1 Palomino Point Apartments 1 Tigard, Oregon 1 _„co P• e i c 4!% 16781 \ \ 44 _ 4 4:4117.% C° 1 ?•COQ++ �7 1 Prepared for: 1 The Bowen Real Estate Group 111 SW 5th Avenue, Suite 2260 1 Portland, Oregon 97204 1 October 20, 1994 1 1 1 TABLE OF CONTENTS Page INTRODUCTION 1 1 DESCRIPTION OF SITE 2 1 SURROUNDING ROADWAYS 3 SW 135th Avenue 3 SW Hawk's Beard Road 3 SW 130th Avenue 3 CcHDa Background Traffic 4 Proposed Site Generated Traffic 6 ' Trip Generation 6 Site Traffic Distribution and Assignment 6 Background and Site Traffic 7 ' Total Traffic 7 Traffic Operations 7 CONCLUSIONS 11 1 1 1 1 1 1 1 1 1 1 EfdNIED ON REC,U &E R,F[R 1 1 LIST OF TABLES 1 No. Title Page 1. Traffic Generated by Other Approved Development 5 2. Estimated Site Generated Traffic 6 3. Level of Service Criteria for STOP- or YIELD- Sign - Controlled Movements or Movement Groups 8 1 4. Estimated Levels of Service 9 D"Cga LIST OF FIGURES Follows 1 No. Title Page ' 1. Vicinity Map 2 2. Current Traffic Volumes without Hawk's Beard Road Extension 4 3. Traffic Volumes Generated by Other Approved Development 5 ' 4. Current Traffic Volumes with Proposed Hawk's Beard Road Extension 6 5. Background Traffic Volumes 6 6. Site Traffic Volumes 6 ' 7. Background and Site Traffic Volumes 7 8. Traffic Generated by Other Proposed Developments 7 9. Total Traffic Volumes 7 1 1 1 1 1 1 1 u 1 lM flrND flf9 hfF W[FD 1 INTRODUCTION This Traffic Access Report addresses the traffic impact of the proposed Palomino Point Apartments. The purpose of this access report is to calculate the amount of traffic generated by the proposed development, to distribute and assign this site traffic to the surrounding street system, to estimate how this site traffic will affect the traffic operations on the surrounding street system and to recommend measures that will improve the traffic ' operations to mitigate any adverse impacts, if necessary. DCga31) 1 1 1 1 1 1 1 1 1 oAproject \.nwksaoo17\som .."' PRINTED CH RECIGPBtt FRIER 1 1 DESCRIPTION OF SITE The proposed Palomino Point Apartments site is located east of SW 135th Avenue and south of the proposed extension of Hawk's Beard Road, as shown in Figure 1. This development 1 will contain 160 apartment units. Access to the site will be provided to SW 135th Avenue and the proposed extension of Hawk's Beard Road, as also shown in Figure 1. c )OgUUU 1 1 1 1 1 1 1 1 1 1 1 1 2 oAprojectWAwlea0017 socescrpt 1 am a ase am am ow NE EN EN INN N • I N ow LEGEND ARTERIAL 0 150 300 450 - -- MINOR COLLECTOR FEET LOCAL STREET - - - -- PROPOSED EXTENSION C5)1(gUI,U OF HAWK'S BEARD RD. DAVID EVANS AND ASSD(.l Afl'. INC. A / C1� 0.0JS FE SW 01.° I o Scg°\)\ O 0 \,0 r� 4� ~' o HAWK'S BE • , K: • (.) G� • • M cn I in SITE!AN.F S• r r r • • r i r . r i . :- r FIGURE 1 VICINITY MAP 1 1 SURROUNDING ROADWAYS In addition to the site access, Figure 1 also displays the surrounding roadways serving the site area. 1 SW 135th Avenue SW 135th Avenue is classified as a minor collector by the City of Tigard. South of SW Scholls Ferry Road, this road has one travel lane in each direction with sidewalks provided ' on both sides. The roadway width at the proposed site access was measured to be approximately 39 feet with a 6 foot sidewalk on both sides. The posted speed limit on SW P)"( 135th Avenue south of SW Scholls Ferry Road is 40 mph. ' SW 135th Avenue will provide direct access to the proposed site. SW Hawk's Beard Road ' SW Hawk's Beard Road is classified as a local street by the City of Tigard. This road starts at the intersection with SW Summer Lake on the east, intersects with SW 130th Avenue, and ends approximately 200 feet west of SW 130th Avenue. The roadway width is ' approximately 30 feet with sidewalks provided on both sides adjacent to the newly developed residential homes. 1 This road is planned to be extended west to connect with SW 135th Avenue by the time the proposed development is completed. The proposed development will have two access points on this road extension (see Figure 1). SW 130th Avenue SW 130th Avenue is classified as a minor collector by the City of Tigard. This road ' provides access to the residential areas south of SW Scholls Ferry Road between SW 135th Avenue and SW Summer Lake. Currently, this road has a total roadway pavement width of approximately 16 feet and the pavement itself is in very bad condition. According to City ' staff, this road will be improved in the near future. 3 W_.m...,pt 1 TRAFFIC ANALYSIS In this report, three traffic conditions were analyzed: (1) background traffic condition with the proposed Hawk's Beard Road extension; (2) background and site traffic condition; and ' (3) total traffic condition. For this access report, the impact of the proposed site on the traffic operations at the proposed site access intersections was addressed. The background traffic condition with the proposed Hawk's Beard Road extension is the condition with current traffic, the traffic generated by the approved yet uncompleted project(s) within the study vicinity (called "added" background traffic) and the traffic diverted to the study area due to the Hawk's Beard Road extension. Currently, only one project has been approved and is under construction. This particular project will have 150 lots located south of Walnut Street and west of SW 135th Avenue. The traffic condition with the above identified background traffic plus the traffic generated by this proposed development is called background and site traffic condition. This traffic condition was assessed to identify the impact of the proposed Palomino Point Apartments. Finally, total traffic condition was evaluated assuming the proposed development or potential development(s) within the study area will be completed. These developments include (1) 50 apartment units, located east of SW 135th Avenue between Summer Creek and Brittany Drive; (2) a shopping center located south of SW Scholls Ferry Road/SW Old Scholls Ferry Road between SW 135th Avenue and SW Scholls Ferry Road; and (3) a currently vacant parcel bounded by SW Scholls Ferry Road on the north, Hawk's Beard Road on the south, ' SW 135th Avenue on the west, and SW 130th Avenue on the east. According to the City of Tigard, this vacant parcel that is currently zoned as multifamily can be developed with a maximum of 380 apartment units. Background Traffic 1 Current traffic volumes on SW 135th Avenue south of SW Scholls Ferry Road were provided by the City of Tigard and Washington County. These AM and PM peak hour ' traffic volumes are summarized in Figure 2. The traffic generated by the 150 lot development currently under construction was estimated using the trip generation information contained in the ITE Trip Generation Report, Fifth Edition. The calculation summary sheets are contained in Appendix A. The following table summarizes the trip generation of this development. 1 1 1 4 1 gLNIED (XI REC1CIME WS/ 0 75 .150 22.5 w/ FEET [--� • DAVID EVANS AND ASTOCUTE4,INC. w w ra v� SW HAWK'S ' •° �¢•�•. �• �' ..a BEARD RD. •� W . . . : o I • : PROPOSED. • . • : • • I SITE ACCESS LEGEND • FIGURE 2 350 a AM PEAK HOUR VOLUME • (525) PM PEAK HOUR VOLUME C U R R'E N T TRAFFIC VOLUMES WITHOUT HAWK'S BEARD ROAD EXTENSION 1 1 TABLE 1 TRAFFIC GENERATED BY OTHER APPROVED DEVELOPMENT . 1 AM Peak Hour PM Peak Hour 1 Project 24 -Hour In Out In Out • 1 150 Lot Development 1,500 30 85 100 55 The distribution of the traffic generated by this housing development was based on the select a zone assignment conducted by Washington County using the EMME/2 regional traffic ' forecasting model. The following summarizes this distribution pattern: • 50 percent to and from SW Scholls Ferry Road east ' • 20 percent to and from SW Scholls Ferry west • 30 percent to and from SW Walnut Street ' The assignment of this traffic to the road network within the study area is shown in Figure 3. 1 1 1 1 1 1 • 1 1 5 0: WAwa.o0oi7o....� 1 � LIEMFD a PECIGPHE {PffR • • • 0 75 . 150 225 Immo w . • FEET UVU DAVID EVANS AND AS;OCUTEglNC_ r • cn SW HAWK'S BEARD RD. .. I • . w o . SIT E. cn : PROPOSED... . • ' . . • . • ' • • . • • SITE ACCESS : . • • • • • • LEGEND • FIGURE 3 20 = AM PEAK HOUR VOLUME (70) PM PEAK HOUR VOLUME TRAFFIC VOLUMES GENERATED BY OTHER APPROVED DEVELOPMENT 1 1 Figure 4 shows the current traffic plus the traffic diverted to the study area due to the proposed Hawk's Beard Road extension. Figure 5 shows the background traffic, which ' includes the current traffic, the traffic generated by the approved 150 lot development, and the diverted traffic due to the Hawk's Beard Road extension. 1 Proposed Site Generated Traffic Trip Generation The traffic, which would be generated by the proposed Palomino Point Apartments, was estimated using the trip generation information contained in the ITE Trip Generation Report, Fifth Edition. The calculation summary sheet is contained in Appendix A. The (gi) following table summarizes this trip generation. 1 TABLE 2 ESTIMATED SITE GENERATED TRAFFIC AM Peak Hour PM Peak Hour 1 Project 24 -Hour In Out In Out 1 Palomino Point 1,000 14 68 67 32 As indicated in the above table, the proposed Palomino Point Apartments was estimated to generate 1,000 daily vehicle trips with 82 vehicle trips during AM peak hour (14 in and 68 out) and 99 vehicle trips during PM peak hour (67 in and 32 out) on a typical weekday. Site Traffic Distribution and Assignment 1 The distribution of the proposed Palomino Point Apartments generated traffic was made using the same distribution pattern as identified above. The assignment of the traffic generated by this proposed Palomino Point Apartments was made on the basis of the above identified distribution pattern and shown in Figure 6. 1 1 6 o: VgojootWAvlan00171samw.ry/ 1 !�ai fl NWfl Ct acr-.n nw c aecFu MN MN ME - s MO - OM - - - ME OM ME - - MO - ME Q CV c 0 75 150 225 0' in FEET in M 10 (10) O O . '� �- 10 (5) _____________________________ DAVID EVANS AND ASSOC IATtSINC. : w w SW HAWK'S d�' a '� • .. . a a BEARD RD. T PROPOSED. S IT S ACGESS . . .. " •• : • .: , : : • . • . . • x ‘r H io co LEGEND FIGURE 4 360 • AM PEAK HOUR VOLUME (530) ° PM PEAK HOUR VOLUME CURRENT TRAFFIC VOLUMES WITH PROPOSED HAWK'S BEARD ROAD EXTENSION s — i — — — • — • — — — — • a tk a' 0 75 150 225 0 'o FEET CO §)) 10 (10) 1 10(5 (g) ) VUU DAVID EVANS AND AS50t'IATY.SINI'. m SW HAWKS 'c.) BEARD RD. moo• -: a �, • .. .. .� w• F, PROPOSED. • . ' . : .' SIT ACGESS • : • .: • x d' • E-' • • • r-I LEGEND FIGURE 5 380 - AM PEAK HOUR VOLUME (530) - PM PEAK HOUR VOLUME BACKGROUND TRAFFIC • VOLUMES O - - • NM WM i - • • OM MN • OM • i• r• . Q q.-. 0 75 150 225 FEET 1 5 (8) _ 3 (2) DAVID EVANS AND ASSOCIATES INC. -- 1 (8) �` (12)3— • 2 . (3) 1 SW HAWK'S . r, ;c►za� . �a BEARD RD. • PROPOSED . . STTE,!ACCESS: • . . • �I c� LEGEND 5 - AM PEAK HOUR VOLUME FIGURE 6 (24) - PM PEAK HOUR VOLUME SITE TRAFFIC VOLUMES 1 1 Background and Site Traffic The background and site traffic was obtained by adding the above assigned Palomino Point Apartments generated traffic to the background traffic, as shown in Figure 5. Figure 7 shows the background and site peak hour traffic volumes. 1 1 Total Traffic The traffic generated by the above- proposed developments and the potential development ' was estimated using the trip generation information contained in the 1TE Trip Generation Report, Fifth Edition. The distribution and assignment of the traffic generated by both the ' ( 50 unit and estimated 380 unit apartment developments were performed using the above ' identified distribution pattern. The distribution and assignment of the traffic generated by the proposed shopping center west of SW 135th Avenue were based on the distribution and assignment information contained in the May, 1991 report, titled Traffic Impact Study, 135th Avenue and Scholls Ferry Road, conducted by Carl Buttke Inc. The final total assignment of the traffic generated by these three developments is shown in Figure 8. 1 Finally the total traffic was calculated by adding the traffic generated by these developments to the background and site traffic, as shown in Figure 7. Figure 9 shows the peak hour total traffic volumes. 1 Traffic Operations 1 The capacity and level of service calculations were performed for the three traffic conditions: (1) background traffic condition; (2) background and site traffic condition; and (3) total traffic condition. Level of service is described by grades A through F, with A describing the best level and 1 F describing extreme congestion and failure of the system. Level of service D is generally considered an acceptable condition in urban areas. At a STOP - sign - controlled intersection, 1 level of service is defined in terms of reserve capacity or unutilized capacity. Table 4 describes the level of service criteria contained in the 1985 Highway Capacity Manual (HCM) for STOP- or YIELD -sign- controlled movements or movement groups. 1 1 1 1 7 0.akoA.elmOoiT.�..rpt 1 MI • IIIII • • • OM .N • I NM 1.0 lia MN INN MOI • • • 4' Q ' ^ T"O I 0 75 150 225 �� FEET mismol r- co N IC I ga A .^ 10 (5) /---- 0 (0) +- - 20 (15) DAVID 6VANS AND ASSOCIATES,INC. -- - - - - 1(8) (28) -11 . -, k_ 25)10�- -*�- -- ( • ' - (3). 1 , SW HAWK'S ..� BEARD RD. • O^ coot .a te, SIT t. • aw V) CO i . . . 0 . PROPO • • . .. : ; . . . . •; • rnct x1� v C 12 LEGEND . FIGURE 7 380 = AM PEAK HOUR VOLUME (600) ° PM PEAK HOUR VOLUME BACKGROUND AND SITE TRAFFIC VOLUMES . • MN • IIIIIII NM • E • MO • • IIIIII • • MI MN MN ONO • • m � 0 75 150 225 FEET 22 \--- (5) �( �VVV 7 x'25 (10) DAVID BVANS AND ASSOCIATPS.INC (65) 50 J/ _ — — — — — — - — - — T45 (2 0)- - - - ctin) (20) 20 w :i `r' SW HAWK'S . ¢ ; • • ' : va u' . • a BEARD RD. in ic7 • o • . • • Q, '2 :.. SITE : . :' •..' • :' • • .PROPOSED : : • • .: • ; ••. . • •:. : :• • . (70) 15 .:SITE ACc • . . ••. : Q I I L I C) LEGEND • FIGURE 8 20 - AM PEAK HOUR VOLUME (120) - PM PEAK HOUR VOLUME TRAFFIC GENERATED BY DEVELOPMENTS OTHER PROPOSED • MI • • • • = • NM OM • IIIIII NM • 4 Loin L � 0 75 150 225 too FEET coop � 45 (23) �_ §D , (5) 68 (37) 1 1 " 35 (15) 0 (0) - -65 (35) DAVID BVANS AND ASSOCIATPSINC 77777 -(77°4-.1 (8) (65) 50_, (73�2fr • 2� - • (5)5 —�- �,:' (12).3 �-� Sw HAWKS ( 20) 20 ... - - � •cn0) ' •/ BEARD RD. :. • .:. .: ' . �- 21 : pROPOSidD (70) 15_, ' • S'I•TF: ACCES . • • • • • • • • • • • • • • (25)5 -o: :- .�; ;.••;.• ;'; .. .:.•'; -: d ) • • I LEGEND FIGURE 9 20 - AM • PEAK HOUR VOLUME (120) a PM PEAK HOUR VOLUME TOTAL TRAFFIC VOLUMES • 1 TABLE 3 LEVEL OF SERVICE CRITERIA FOR STOP- OR YIELD-SIGN-CONTROLLED MOVEMENTS OR MOVEMENT GROUPS 1 Level of Reserve Expected Delay to Service Capacity* Sign Controlled Traffic A Over 400 Little or no delay ' B 300 -399 200 -299 Short traffic delays C Average traffic delays �goa 100 -199 Long traffic delays E 0-99 Very long traffic delays F less than 0 Extreme traffic delays *Passenger cars per hour ' Table 5 contains the levels of service calculated using the computer software NCAP, which was based on the procedures contained in the 1985 HCM. The detailed capacity and level of service calculation summary sheets are contained in Appendix B. • 1 1 1 1 1 1 1 1 8 1 1 1 TABLE 4 ESTIMATED LEVELS OF SERVICE 1 Background Background Total and Site AM PM AM PM AM PM • SW 135th Avenue and Site Access N /A(1) N/A AB(2) A/A A, A/C,C A, A/C,D(3) ' Hawk's Beard Road and �UUU West Site Access N/A N/A A/A A/A A/A A/A 1 Hawk's Beard Road and East Site Access N/A N/A A/A A/A A/A A/A 1 Note: ' (1) N/A = Not applicable (2) A/B = Level of service A for left turn on main street and level of service B for traffic movements from minor street._ (3) A,A/C,D = Level of service A and A for both left turn movements on SW 135th Avenue, level of service C for traffic movements from the proposed site access and level of service D for traffic movements from the proposed shopping center access. 1 As indicated in Table 5, this proposed site will not have an impact on the levels of service " at the site access intersections during either the AM or the PM peak hours. 1 With the other proposed or potential developments, traffic movements or movement groups were estimated to operate at level of service D or better during both AM and PM peak hours. At the intersection of SW 135th Avenue and ro sed site access/proposed sho in center P Po shopping access, the traffic to and from the proposed site access was estimated to operate at level of ' service C and A respectively during both the AM and the PM peak hours with the total traffic. 1 1 9 oOpojectWA vlso0017Vem..ep 1 1 1 At the other two proposed site access intersections with the proposed Hawk's Beard Road extension, the traffic from and to the proposed site access was estimated to operate at the ' highest level of service or level of service A during both the AM and the PM peak hours with the total traffic. Left Turn Lane Requirement The left turn lane requirement at the proposed site access on SW 135th Avenue was ' evaluated using the ODOT's traffic volume warrants for left turn refuges. It was found that a southbound left turn refuge on SW 135th Avenue at the proposed site is required during the PM peak hour. The required vehicle queue length for this left turn refuge is 75 feet. I pOG -ci � As mentioned earlier, SW 135th Avenue currently has a pavement width of 39 feet, which _ is enought to accommodate a left turn refuge. ' At the other two proposed site access locations, left turn refuges are not warranted based on the traffic volumes. 1 1 1 1 1 1 1 1 1 1 10 oApecacctWAvIsa0017 \ .o...myl 1 1 CONCLUSIONS The proposed Palomino Point Apartments is expected to generate 1,000 daily two-way vehicle trips with 82 vehicle trips during the AM peak hour and 99 vehicle trips during the PM peak hour. This proposed development will not have an impact on the levels of service at the proposed 1 site access intersections during either the AM or the PM peak hours. Traffic from and to the proposed site at all three site access points will operate at level of 1 service C or better during both AM and PM peak hours even with the other proposed or „ potential developments in the study vicinity. At the proposed site access on SW 135th Avenue, the southbound left turn traffic to the proposed site will warrant a left turn refuge during the PM peak hour. This refuge requires a storage length of 75 feet. Currently, there is enough street width to accommodate this left 1 turn refuge. 1 1 1 1 1 1 1 1 11 cOprojectWAIvIsn00171soccompt 1 Z O „ . 8 . . . . . . • , . _ . ..: . . . . . • - _ . . .. u . . . . . , - , • . 2 6 . . . . . . ._ . . . . ., _ . . . . • . • . . -, , . a� . - i . • • ow I — — — I N. = • - v. — — — a I 1 WLSN0017 SUMMARY OF TRIP GENERATION CALCULATION I FOR 150 DWELLING UNITS OF SINGLE FAMILY DWELLINGS 10/10/94 1 DRIVE AVERAGE STANDARD ADJUSTMENT WAY I RATE DEVIATION FACTOR VOLUME 1 AVG WKDY 2 -WAY VOL 10.00 0.00 1.00 1499 7 -9 AM PK HR ENTER 0.20 0.00 1.00 30 I 7 -9 AM PK HR EXIT 0.57 0.00 1.00 85 7 -9 AM PK HR TOTAL 0.76 0.00 1.00 115 4 -6 PM PK HR ENTER 0.67 0.00 1.00 101 I 4 -6 PM PK HR EXIT 0.36 0.00 1.00 54 4 -6 PM PK HR TOTAL 1.04 0.00 1.00 156 I SATURDAY 2 -WAY VOL 10.78 0.00 1.00 1617 PK HR ENTER 0.55 0.00 1.00 82 I PK HR EXIT 0.46 0.00 1.00 70 PK HR TOTAL 1.01 0.00 1.00 151 1 SUNDAY 2 -WAY VOL 8.71 0.00 1.00 1307 PK HR ENTER 0.48 0.00 1.00 72 I PK HR EXIT 0.48 0.00 1.00 72 PK HR TOTAL 0.96 0.00 1.00 144 I Note: A zero rate indicates no rate data available The above rates were calculated from these equations: I 24 -Hr. 2 -Way Volume: LN(T) = .921LN(X) + 2.698, R = .96 7 -9 AM Peak Hr. Total: LN(T) = .867LN(X) + .398 R'2 = .89 , .26 Enter, .74 Exit 4 -6 PM Peak Hr. Total: LN(T) = .902LN(X) + .528 I R # 2 = .92 , .65 Enter, .35 Exit AM Gen Pk Hr. Total: LN(T) = .858LN(X) + .464 R'2 = .89 , .26 Enter, .74 Exit I PM Gen Pk Hr. Total: LN(T) = .892LN(X) + .59 R"2 = .91 , .65 Enter, .35 Exit Sat. 2 -Way Volume: T = 9.217(X) + 234.586, R = .93 I Sat. Pk Hr. Total: T = .871(X) + 20.759 R = .9 , .54 Enter, .46 Exit Sun. 2 -Way Volume: T = 8.881(X) + - 25.166, R"2 = .94 Sun. Pk Hr. Total: T = .761(X) + 29.705 1 R"2 = .88 , .5 Enter, .5 Exit Source: Institute of Transportation Engineers II II 1 WLSN0017 SUMMARY OF TRIP GENERATION CALCULATION I FOR 102 DWELLING UNITS OF SINGLE FAMILY DWELLINGS 10/13/94 1 DRIVE I AVERAGE STANDARD ADJUSTMENT WAY RATE DEVIATION FACTOR VOLUME I AVG WKDY 2 -WAY VOL 10.30 0.00 1.00 1051 7 -9 AM PK HR ENTER 0.21 0.00 1.00 21 I 7 -9 AM PK HR EXIT 0.60 0.00 1.00 61 7 -9 AM PK HR TOTAL 0.80 0.00 1.00 82 4 -6 PM PK HR ENTER 0.70 0.00 1.00 71 I 4 -6 PM PK HR EXIT 0.38 0.00 1.00 38 4 -6 PM PK HR TOTAL 1.08 0.00 1.00 110 1 SATURDAY 2 -WAY VOL 11.52 0.00 1.00 1175 I PK HR ENTER 0.58 0.00 1.00 59 PK HR EXIT 0.49. 0.00 1.00 50 PK HR TOTAL 1.07 0.00 1.00 110 I SUNDAY 2 -WAY VOL 8.63 0.00 1.00 881 PK HR ENTER 0.53 0.00 1.00 54 I PK HR EXIT 0.53 0.00 1.00 54 PK HR TOTAL 1.05 0.00 1.00 107 I Note: A zero rate indicates no rate data available The above rates were calculated from these equations: I 24 -Hr. 2 -Way Volume: LN(T) _ .921LN(X) + 2.698, R = .96 7 -9 AM Peak Hr. Total: LN(T) = .867LN(X) + .398 R = .89 , .26 Enter, .74 Exit I 4 -6 PM Peak Hr. Total: LN(T) = .902LN(X) + .528 R = .92 , .65 Enter, .35 Exit AM Gen Pk Hr. Total: LN(T) = .858LN(X) + .464 R = .89 , .26 Enter, .74 Exit I PM Gen Pk Hr. Total: LN(T) = .892LN(X) + .59 R = .91 , .65 Enter, .35 Exit Sat. 2 -Way Volume: T = 9.217(X) + 234.586, R = .93 I Sat. Pk Hr. Total: T = .871(X) + 20.759 R = .9 , .54 Enter, .46 Exit Sun. 2 -Way Volume: T = 8.881(X) + - 25.166, R = .94 Sun. Pk Hr. Total: T = .761(X) + 29.705 I R = .88 , .5 Enter, .5 Exit Source: Institute of Transportation Engineers 1 1 I WLSN0017 SUMMARY OF TRIP GENERATION CALCULATION 1 FOR 160 DWELLING UNITS OF APARTMENT 10/11/94 1 DRIVE AVERAGE STANDARD ADJUSTMENT WAY I RATE DEVIATION FACTOR VOLUME 1 AVG WKDY 2 -WAY VOL 6.25 0.00 1.00 999 7 -9 AM PK HR ENTER 0.09 0.00 1.00 14 I 7 -9 AM PK HR EXIT 0.43 0.00 1.00 68 7 -9 AM PK HR TOTAL 0.51 0.00 1.00 82 4 -6 PM PK HR ENTER 0.42 0.00 1.00 67 I 4 -6 PM PK HR EXIT 0.20 0.00 1.00 32 4 -6 PM PK HR TOTAL 0.62 0.00 1.00 99 1 SATURDAY 2 -WAY VOL 6.09 0.00 1.00 975 PK HR ENTER 0.00 0.00 1.00 0 t PK HR EXIT 0.00 0.00 1.00 0 PK HR TOTAL 0.51 0.00 1.00 82 t SUNDAY 2 -WAY VOL 5.43 0.00 1.00 869 PK HR ENTER 0.00 0.00 1.00 0 I PK HR EXIT 0.00 0.00 1.00 0 PK HR TOTAL 0.51 0.00 1.00 82 I Note: A zero rate indicates no rate data available The above rates were calculated from these equations: I 24 -Hr. 2 -Way Volume: LN(T) = 1.024LN(X) + 1.71, R'2 = .86 7 -9 AM Peak Hr. Total: T = .491(X) + 3.391 R'2 = .83 , .17 Enter, .83 Exit I 4 -6 PM Peak Hr. Total: LN(T) _ .928LN(X) + -.118 R'2 = .69 , .68 Enter, .32 Exit AM Gen Pk Hr. Total: T = .557(X) + 1.61 R = .84 , .34 Enter, .66 Exit I PM Gen Pk Hr. Total: LN(T) = .986LN(X) + -.344 R = .77 , .58 Enter, .42 Exit Sat. 2 -Way Volume: T = 7.462(X) + - 219.248, R'2 = .82 I Sat. Pk Hr. Total: LN(T) = .807LN(X) + .308 R = .62 , 0 Enter, 0 Exit Sun. 2 -Way Volume: T = 5.915(X) + - 77.409, R'2 = .76 1 Sun. Pk Hr. Total: LN(T) = .67LN(X) + 1.004 R = .29 , 0 Enter, 0 Exit Source: Institute of Transportation Engineers 1 1 1 WLSN0017 SUMMARY OF TRIP GENERATION CALCULATION I FOR 50 DWELLING UNITS OF APARTMENT 10/10/94 1 DRIVE I AVERAGE STANDARD ADJUSTMENT WAY RATE DEVIATION FACTOR VOLUME 1 AVG WKDY 2 -WAY VOL 6.07 0.00 1.00 304 7 -9 AM PK HR ENTER 0.09 0.00 1.00 5 I 7 -9 AM PK HR EXIT 0.46 0.00 1.00 23 7 -9 AM PK HR TOTAL 0.56 0.00 1.00 28 4 -6 PM PK HR ENTER 0.46 0.00 1.00 23 1 4 -6 PM PK HR EXIT 0.21 0.00 1.00 11 4 -6 PM PK HR TOTAL 0.67 0.00 1.00 34 1 SATURDAY 2 -WAY VOL 3.08 0.00 1.00 154 I PK HR ENTER 0.00 0.00 1.00 0 PK HR EXIT 0.00 0.00 1.00 0 PK HR TOTAL 0.64 0.00 1.00 32 I SUNDAY 2 -WAY VOL 4.37 0.00 1.00 218 PK HR ENTER 0.00 0.00 1.00 0 I PK HR EXIT 0.00 0.00 1.00 0 PK HR TOTAL 0.75 0.00 1.00 38 I Note: A zero rate indicates no rate data available The above rates were calculated from these equations: I 24 -Hr. 2 -Way Volume: LN(T) = 1.024LN(X) + 1.71, R = .86 7 -9 AM Peak Hr. Total: T = .491(X) + 3.391 R'2 = .83 , .17 Enter, .83 Exit I 4 -6 PM Peak Hr. Total: LN(T) = .928LN(X) + -.118 R = .69 , .68 Enter, .32 Exit AM Gen Pk Hr. Total: T = .557(X) + 1.61 R = .84 , .34 Enter, .66 Exit I PM Gen Pk Hr. Total: LN(T) = .986LN(X) + -.344 R'2 = .77 , .58 Enter, .42 Exit Sat. 2 -Way Volume: T = 7.462(X) + - 219.248, R = .82 I Sat. Pk Hr. Total: LN(T) = .807LN(X) + .308 R"2 = .62 , 0 Enter, 0 Exit Sun. 2 -Way Volume: T = 5.915(X) + - 77.409, R = .76 Sun. Pk Hr. Total: LN(T) = .67LN(X) + 1.004 I R = .29 , 0 Enter, 0 Exit Source: Institute of Transportation Engineers II II II WLSN0017 SUMMARY OF TRIP GENERATION CALCULATION . I FOR 380 DWELLING UNITS OF APARTMENT 10/13/94 DRIVE I AVERAGE STANDARD ADJUSTMENT FACTOR WAY RATE DEVIATION VOLUME I AVG WKDY 2 -WAY VOL 6.38 0.00 1.00 2423 7 -9 AM PK HR ENTER 0.08 0.00 1.00 32 I 7 -9 AM PK HR EXIT 0.41 0.00 1.00 158 7 -9 AM PK HR TOTAL 0.50 0.00 1.00 190 I 4 -6 PM PK HR ENTER 0.39 0.00 1.00 150 4 -6 PM PK HR EXIT 0.19 0.00 1.00 70 4 -6 PM PK HR TOTAL 0.58 0.00 1.00 220 1 SATURDAY 2 -WAY VOL 6.89 0.00 1.00 2616 ' PK HR ENTER 0.00 0.00 1.00 0 PK HR EXIT 0.00 0.00 1.00 0 PK HR TOTAL 0.43 0.00 1.00 164 I SUNDAY 2 -WAY VOL 5.71 0.00 1.00 2170 PK HR ENTER 0.00 0.00 1.00 0 I PK HR EXIT 0.00 0.00 1.00 0 PK HR TOTAL 0.38 0.00 1.00 146 1 Note: A zero rate indicates no rate data available The above rates were calculated from these equations: I 24 -Hr. 2 -Way Volume: LN(T) = 1.024LN(X) + 1.71, R = .86 7 -9 AM Peak Hr. Total: T = .491(X) + 3.391 R"2 = .83 , .17 Enter, .83 Exit I 4 -6 PM Peak Hr. Total: LN(T) = .928LN(X) + -.118 R = .69 , .68 Enter, .32 Exit AM Gen Pk Hr. Total: T = .557(X) + 1.61 R "2 = .84 , .34 Enter, .66 Exit I PM Gen Pk Hr. Total: LN(T) = .986LN(X) + -.344 R "2 = .77 , .58 Enter, .42 Exit Sat. 2 -Way Volume: T = 7.462(X) + - 219.248, R = .82 I Sat. Pk Hr. Total: , LN(T) = .807LN(X) + .308 R = .62 , 0 Enter, 0 Exit Sun. 2 -Way Volume: T = 5.915(X) + - 77.409, R "2 = .76 1 Sun. Pk Hr. Total: LN(T) = .67LN(X) + 1.004 R = .29 , 0 Enter, 0 Exit Source: Institute of Transportation Engineers II 0 " • 1 1 OCATION:135th Avenue & Site Access INAME:JXZ OURLY VOLUMES VOLUMES IN PCPH N> Major street:135th Avenue t 1 <-- -V5 - -- 380 <---V5--- rade 605--- V2 - - -> v-- -V4 - -- 5 --- V2 - - -> v-- -V4 - -- 5 0% 4--- V3 - - -v N= 2 --- V3 - - -v ate of Counts: ackground round + Si V7 V9 X STOP g V7 V9 Time Period: 1 1 ' YIELD PK HR 21 24 21 24 pproach Speed: Minor Street: Grade 40 Site Access 0% OFF: 0.8 N= 1 pulation: 500000 OLUME ADJUSTMENTS Movement no. 1 2 I 3 1 4 1 5 1 7 1 9 1 1 olume (vph) I 605 . 4 I 5 1 380 I 21 1 24 Vol(pcph),see Table 10.1IXXXXXXXXIXXXXXXXXI 5' 1XXXXXXXXI 21 I 24 I TEP 1 : RT From Minor Street / -> V9 ii onflicting Flows, Vc 1/2 V3 +V2= 2 + 605 = 607 vph(Vc9) ritical Gap, Tc Tc= 5 secs (Tab.10.2) otential Capacity, Cp Cp9= 625 pcph (Fig.10.3) Actual Capacity, Cm Cm9 =Cp9= 625 pcph 1 TEP 2 : LT From Major Street ( v -- V4 onflicting Flows, Vc V3 +V2= 4 + 605 = 609 vph(Vc4) ritical Gap, Tc Tc= 4.5 secs (Tab.10.2) otential Capacity, Cp Cp4= 719 pcph (Fig.10.3) % of Cp utilized and Impedance Factor (V4 /Cp4)x100= .7% P4= 1 •ctual Capacity, Cm (Fig.10.5) Cm4 =Cp4= 719 pcph STEP 3 : LT From Minor Street < -\ V7 li onflicting Flows, Vc 1/2 V3 +V2 +V5 +V4= 2 + 605 + 380 + 5 = 992 vph(Vc7) ii ritical Gap, .Tc Tc= 6 secs (Tab.10.2) otential Capacity, Cp Cp7= 278 pcph (Fig.10.3) ctual Capacity, Cm Cm7= Cp7xP4= 278 x 1 = 278 pcph HARED LANE CAPACITY SH = (V7 +V9) /((V7 /Cm7) +(V9 /Cm9)) if lane is shared CR CR LOS LOS I OVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH 7 21 278 395 257 350 C B 9 24 625 395 601 350 A B 1 4 s 1,9 7 14. A II 110CATION:135th _ Avenue & Site - Access -------- NAME:JXZ ------ - - - -- - HOURLY VOLUMES Grade 0% I 5 N = 1 V12 0 N> II V11 15 V10 N. 2 < v 1> A V6 -- 20 Trade 0% < V5 -- 430 N= 2 10 - -V1 A v V4 -- 5 660 - -V2 > major road Grade 0% 1 4 - -V3 v 135th Avenue V7 21 STOP xx I V8 YIELD N= 1 0 Date of Counts:Total V9 Time Period:AM PK HR I minor road Site Access 24 Prevailing Speed:40 PHF:0.8 Grade 0% Population:500000 I OLUME ADJUSTMENTS Movement no. 1 1 1 2 1 3 1 4 1 5 1 6( 7 1 8 1 9 1 10 1 11 1 12 1 olume (vph) 1 101 6601 41 51 4301 201 211 01 241 151 01 51 ol(pcph),Tab.10.11 101XXXXIXXXX1 5IXXXXIXXXX1 211 01 241 151 01 51 VOLUMES IN PCPH II 5 V12 0 II V11 15 V10 • < v 1> V6 -- __ I < V5 -- __ 10 - - V1 A v V4 -- 5 __ - -V2 > II =_ - -V3 v V7 21 I V8 0 V9 • 24 I 1 1 1 LOCATION:135th Avenue & Site Access NAME:JXZ I TEP 1 RT From Minor Street I / -> V9 <-1 V12 ------------------------------------------------------------------------------ onflicting Flows, Vc 1/2 V3 +V2 =Vc9 1/2 V6 +V5=Vc12 2+ 660= 662 vph 10+ 430= 440 vph ritical Gap, Tc (Tab.10.2) 5 (secs.) 5 (secs.) Potential Capacity,Cp(Fig10.3) Cp9 = 590 pcph Cp12 = 764 pcph I of Cp utilized (V9 /Cp9)x100= 4.1% (V12 /Cp12)x100= .7% mpedance Factor, P (Fig.10.5) P9= .98 P12= 1 Actual Capacity, Cm Cm9 =Cp9= 590 pcph Cm12 =Cp12= 764 pcph �TEP 2 LT From Major Street v -- - �o St eet V4 V1 llonflicting Flows, Vc V3 +V2 =Vc4 V6 +V5 =Vcl 4+ 660= 664 vph 20+ 430= 450 vph Critical Gap, Tc (Tab.10.2) 4.5 (secs.) 4.5 (secs.) otential Capacity,Cp(Fig10.3) Cp4 = 680 pcph Cpl = 855 pcph II of Cp utilized (V4 /Cp4)x100= .7% (V1 /Cpl)x100= 1.2% Impedance Factor, P (Fig.10.5) P4= 1 P1= .99 li ctual Capacity, Cm Cm4 =Cp4= 680 pcph Cm1 =Cpl= 855 pcph STEP 3 : TH From. Minor Street V8 v Vil li onflicting Flows, Vc .5V3 +V2 +V1 +V6 +V5 +V4 =Vc8 .5V6 +V5 +V4 +V3 +V2 +V1 =Vc11 2+ 660+ 10+ 20+ 10+ 430+ 5+ 4+ 111 430+ 5= 1127 vph 660+ 10= 1119 vph ritical Gap, Tc (Tab.10.2) 5.5 (secs.) 5.5 (secs.) o tential C apacity,Cp(Fig10.3) C p8 = 277 pcph Cpll = 279 pcph of Cp utilized (V8 /Cp8)x100= 0% (V11 /Cp1l)x100= 0% mpedance Factor, P (Fig.10.5) P8= 1 P11= 1 c tual C apacity, Cm C m8= Cp8xPlxP4 Cm11= Cp11xPlxP4 274= 277x.99x 1pcph 276= 279x.99x 1pcph 1 STEP 4 : LT From Minor Street < -\ V7 \ -> V10 I octi Flows, Vc Vc8(step3) +V11 +V12 =Vc7 Vc1l(step3) +V8 +V9 =Vc10 1127+ 0+ 5= 1132vph 1119+ 0+ 24= 1143vph Critical Gap, Tc (Tab.10.2) 6 (secs.) 6 (secs.) I otential Capacity,Cp(Fig10.3) Cpl = 225 pcph Cp10 = 222 pcph ctual Capacity, Cm Cm7= Cp7xPlxP4xPl1xP12 Cm10= CplOxP4xP1xP8xP9 = 225x.99x ix lx 1 = 222x lx.99x lx.98 II = 223 pcph = 215 pcph 11 II 1 II 1 I OCATION:135th Avenue & Site Access NAME:JXZ SHARED LANE CAPACITY APPROACH MOVEMENTS 7,8,9 CR CR LOS LOS ILVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH I 7 21 223 334 202 289 C C 8 0 274 334 274 289 C C 9 24 590 334 566 289 A C 1 APPROACH MOVEMENTS 10,11,12 CR CR LOS LOS MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH I ic 15 215 262 200 242 C C 11 0 276 262 276 242 C C I 12 5 764 262 759 242 A C MAJOR STREET LEFT TURNS 1,4 OVEMENT V(PCPH) CM(PCPH) CR(CM -V) LOS 1 10 855 845 A 4 5 680 675 A 1 COMMENTS: 1 1 1 1 1 1 II 1 1 1 1 ,,OCATION:135th Avenue & Site Access INAME:JXZ 1 VOURLY VOLUMES VOLUMES IN PCPH N> Major street:135th Avenue Iv 1 <-- -V5 - -- 600 <---V5--- 'trade 495--- V2 - - -> v-- -V4 - -- 24 --- V2 - - -> v-- -V4 - -- 24 0% 20--- V3 - - -v N= 2 --- V3 - - -v ate of Counts: 11 <1 I> V7 V9 X STOP V7 V9 ackground + Si g Time Period: 1 1 YIELD I M PK HR 10 11 10 11 pproach Speed: Minor Street: Grade 40 Site Access 0% HF: 0.85 N= 1 opulation: 500000 "FLUME ADJUSTMENTS ovement no. 1 2 I 3 I 4 I 5 1 7 I 9 1 1 olume (vph) 1 495 1 20 1 24 1 600 1 10 1 11 Vol(pcph),see Table 10.11XXXXXXXXIXXXXXXXX1 24 IXXXXXXXXI 10 I 11 I TEP 1 : RT From Minor Street / -> V9 Conflicting Flows, Vc 1/2 V3 +V2= 10 + 495 = 505 vph(Vc9) I ritical Gap, Tc Tc= 5 secs (Tab.10.2) otential Capacity, Cp Cp9= 706 pcph (Fig.10.3) Actual Capacity, Cm Cm9 =Cp9= 706 pcph I TEP 2 : LT From Major Street v -- V4 onflicting Flows, Vc V3 +V2= 20 + 495 = 515 vph(Vc4) ritical Gap, Tc Tc= 4.5 secs (Tab.10.2) otential Capacity, Cp Cp4= 797 pcph (Fig.10.3) % of Cp utilized and Impedance Factor (V4 /Cp4)x100= 3% P4= .98 li ctual Capacity, Cm (Fig.10.5) Cm4 =Cp4= 797 pcph STEP 3 : LT From Minor Street < -\ V7 c onflicting Flows, Vc 1/2 V3 +V2 +V5 +V4= 10 + 495 + 600 + 24 = 1129 vph(Vc7) Critical Gap, Tc Tc= 6 secs (Tab.10.2) li otential Capacity, Cp Cp7= 226 pcph (Fig.10.3) ctual Capacity, Cm Cm7= Cp7xP4= 226 x .98 = 221 pcph I HARED LANE CAPACITY. SH = (V7 +V9) / ((V7 /Cm7) + (V9 /Cm9)) if lane is shared CR CR LOS LOS jOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH 7 10 221 345 211 324 C B 9 11 706 345 695 324 A B I 4 24 7q7 773 /_} II ill OCATION:135th Avenue & Site Access NAME:JXZ OURLY VOLUMES Grade 0 --------------------------------------------------------------------------- N =1 II 25 V12 0 N> I V11 70 V10 N= 2 < v I> A V6 -- 120 lirade 0% < V5 -- 645 N= 2 35 - -V1 A v V4 -- 24 540 - -V2 > major road Grade 0% II 20 - - -V3 v <1 A > 135th Avenue V7 10 STOP xx II V8 YIELD N= 1 0 Date of Counts:Total V9 Time Period:PM PK HR minor road 11 Prevailing Speed:40 II Site Access PHF:0.85 Grade 0 % Population:500000 I °'UME ADJUSTMENTS Movement no. 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 F lume (vph) 1 351 5401 201 241 6451 1201 101 01 111 701 01 251 Vol(pcph),Tab.10.11 35IXXXXIXXXXI 241XXXXIXXXX1 101 01 111 701 01 251 II VOLUMES IN PCPH II 25 V12 0 V11 II 70 V10 < v 1> A V6 -- __ I -- 35 - -V1 A < V5 __ v V4 -- 24 __ - -V2 > I/ __ - -V3 v V7 10 V8 0 V9 11 II II II II LOCATION:135th Avenue & Site Access NAME:JXZ TEP 1 : RT From Minor Street 1 1-> V9 1 <-1 V12 ii onflicting Flows, Vc 1/2 V3 +V2 =Vc9 1/2 V6 +V5 =Vc12 10+ 540= 550 vph 60+ 645= 705 vph rit'ical Gap, Tc (Tab.10.2) 5 (secs.) 5 (secs.) Potential Capacity,Cp(Fig10.3) Cp9 = 670 pcph Cp12 = 562 pcph I of Cp utilized (V9 /Cp9)x100= 1.6% (V12/Cp12)x100= 4.4% mpedance Factor, P (Fig.10.5) P9= .99 P12= .97 Actual Capacity, Cm Cm9 =Cp9= 670 pcph Cm12 =Cp12= 562 pcph 1, TEP 2 : LT From Major Street v -- V4 - - V1 J I onflicting Flows, Vc V3 +V2 =Vc4 V6 +V5 =Vc1 20+ 540= 560 vph 120+ 645= 765 vph Critical Gap, Tc (Tab.10.2) 4.5 (secs.) 4.5 (secs.) 11 otential Capacity,Cp(Figl0.3) Cp4 = 759 pcph Cpl = 610 pcph of Cp utilized (V4 /Cp4)x100= 3.2% (V1 /Cpl)x100= 5.7% mpedance Factor, P (Fig.10.5) P4= .98 P1= .97 il ctual Capacity, Cm Cm4 =Cp4= 759 pcph Cml =Cpl= 610 pcph STEP 3 : TH From Minor Street A V8 v V11 ll onflicting Flows, Vc .5V3 +V2 +V1 +V6 +V5 +V4 =Vc8 .5V6 +V5 +V4 +V3 +V2 +V1 =Vc11 10+ 540+ 35+ 120+ 60+ 645+ 24+ 20+ 645+ 24= 1374 vph 540+ 35= 1324 vph ritical Gap, Tc (Tab.10.2) 5.5 (secs.) 5.5 (secs.) otential Capacity,Cp(Fig10.3) Cp8 = 198 pcph Cpll = 213 pcph % of Cp utilized (V8 /Cp8)x100= 0% (V11 /Cp1l)x100= 0% � pedance Factor, P (Fig.10.5) P8= 1 P11= 1 ctual Capacity, Cm Cm8= Cp8xPlxP4 Cm11= Cp11xPlxP4 188= 198x.97x.98pcph 202= 213x.97x.98pcph TEP 4 : LT From Minor Street <-\ V7 \-> V10 I onflicting Flows, Vc Vc8(step3) +V11 +V12 =Vc7 Vcll(step3) +V8 +V9 =Vc10 1374+ 0+ 25= 1399vph 1324+ 0+ 11= 1335vph Critical Gap, Tc (Tab.10.2) 6 (secs.) 6 (secs.) I otential Capacity,Cp(Fig10.3) Cpl = 155 pcph Cp10 = 168 pcph ctual Capacity, Cm Cm7= Cp7xPlxP4xPl1xP12 Cm10= Cp10xP4xPixP8xP9 = 155x.97x.98x 1x.97 = 168x.98x.97x lx.99 II = 143 pcph = 158 pcph II 1 . II II 1 I OCATION:135th Avenue & Site Access NAME:JXZ SHARED LANE CAPACITY APPROACH MOVEMENTS 7,8,9 CR CR LOS LOS ILVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH 7 10 143 243 133 222 D C 8 0 188 243 188 222 D C 9 11 670 243 659 222 A C II APPROACH MOVEMENTS 10,11,12 CR CR LOS LOS MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH II 10 70 158 195 88 100 E D 11 0 202 195 202 100 C D II 12 25 562 195 537 100 A D MAJOR STREET LEFT TURNS 1,4 MOVEMENT V(PCPH) CM(PCPH) CR(CM -V) LOS I 1 35 610 • 575 A 4 24 759 735 A II COMMENTS: 1 1 II II 1 II 1 1 II I . 1 I OCATION:Hawk's Beard Rd & W Site Acces INAME:JXZ OURLY VOLUMES VOLUMES IN PCPH N Major street:Hawk's Beard 1 <-- -V5 - -- 23 <---V5--- 'grade 11--- V2 - - -> v-- -V4 - -- 0 --- V2 - - -> v-- -V4 - -- 0 0% 3--- V3 - - -v N= 1 --- V3 - - -v b ate of Counts: ackground + Si V7 V9 X STOP V7 V9 Time Period: 1 1 YIELD 1 PK HR 12 0 12 0 pproach Speed: Minor Street: Grade 30 W Site Access 0% • HF: 0.8 N= 1 opulation: 500000 OLUME ADJUSTMENTS Movement no. I 2 I 3 I 4 I 5 1 7 1 9 I l olume (vph) I 11 1 3 I 0 I 23 I 12 I 0 I Vol(pcph),see Table 10.11XXXXXXXXIXXXXXXXXI 0 IXXXXXXXX1 12 I 0 I I TEP 1 : RT From Minor Street I / -> V9 Conflicting Flows, Vc 1/2 V3 +V2= 2 + 11 = 13 vph(Vc9) I ritical Gap, Tc Tc= 5 secs (Tab.10.2) otential Capacity, Cp Cp9= 1000 pcph (Fig.10.3) Actual Capacity, Cm Cm9 =Cp9= 1000 pcph I TEP 2 : LT From Major Street I v -- V4 Conflicting Flows, Vc V3 +V2= 3 + 11 = 14 vph(Vc4) I ritical Gap, Tc Tc= 4.5 secs (Tab.10.2) otential Capacity, Cp Cp4= 1000 pcph (Fig.10.3) of Cp utilized and Impedance Factor (V4 /Cp4)x100= 0% P4= 1 li ctual Capacity, Cm (Fig.10.5) Cm4 =Cp4= 1000 pcph STEP 3 : LT From Minor Street I < -\ V7 I nflicting Flows, Vc 1/2 V3 +V2 +V5 +V4= 2 + 11 + 23 + 0 = 36 vph(Vc7) Critical Gap, Tc Tc= 6 secs (Tab.10.2) otential Capacity, Cp Cp7= 970 pcph (Fig.10.3) ctual Capacity, Cm Cm7= Cp7xP4= 970 x 1 = 970 pcph 11 BARED LANE CAPACITY SH = (V7 +V9) /((V7 /Cm7) +(V9 /Cm9)) if lane is shared CR CR LOS LOS MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH 1 7 12 970 970 958 958 A A 9 0 1000 - 970 1000 958 A A 1 4 o I000 i ce A 1 •• IOCATION:Hawk's Beard Rd & W Site Acces INAME:JXZ • HOURLY VOLUMES VOLUMES IN PCPH N Major street:Hawk's Beard = 1 <-- -V5 - -- 68 <-- -VS - -- rade 26--- V2 - - -> v-- -V4 - -- 0 --- V2 - - -> v-- -V4 - -- 0 0% 3--- V3 - - -v N= 1 --- V3 - - -v 't ate of Counts: otal V7 V9 X STOP V7 V9 Time Period: 1 1 YIELD PK HR 12 0 12 0 pproach Speed: Minor Street: Grade 30 W Site Access 0% 11 HF: 0.8 N= 1 opulation: 500000 VOLUME ADJUSTMENTS 1 ovement no. 1 2 1 3 1 4 1 5 1 7 1 9 1 olume (vph) 1 26 1 3 1 0 1 68 1 12 1 0 ol(pcph),see , Table 10.11XXXXXXXXIXXXXXXXX1 0 1XXXXXXXX1 12 1 0 I TEP 1 : RT From Minor Street / -> V9 Conflicting Flows, Vc 1/2 V3 +V2= 2 + 26 = 28 vph(Vc9) I ritical Gap, Tc Tc= 5 secs (Tab.10.2) otential Capacity, Cp Cp9= 1000 pcph (Fig.10.3) Actual Capacity, Cm Cm9 =Cp9= 1000 pcph I TEP 2 : LT From Major Street v -- V4 Conflicting Flows, Vc V3 +V2= 3 + 26 = 29 vph(Vc4) I ritical Gap, Tc Tc= 4.5 secs (Tab.10.2) otential Capacity, Cp Cp4= 1000 pcph (Fig.10.3) % of Cp utilized and Impedance Factor (V4 /Cp4)x100= 0% P4= 1 il ctual Capacity, Cm (Fig.10.5) Cm4 =Cp4= 1000 pcph TEP 3 LT From Minor Street < -\ V7 I onflicting Flows, Vc 1/2 V3 +V2 +V5 +V4= 2 + 26 + 68 + 0 = 96 vph (Vc7) Critical Gap, Tc Tc= 6 secs (Tab.10.2) I otential Capacity, Cp Cp7= 904 pcph (Fig.10.3) ctual Capacity, Cm Cm7= Cp7xP4= 904 x 1 = 904 pcph HARED LANE CAPACITY SH = (V7 +V9) /((V7 /Cm7) +(V9 /Cm9)) if lane is shared CR CR LOS LOS MOVEMENT V(PCPH) CM(PCPH) . CSH(PCPH) (CM -V) (CSH -V) CM CSH II 7 12 904 904 892 892 A A 9 0 1000 904 1000 892 A A I 4 D /000 /000 II I OCATION:Hawk's Beard Rd & W Site Acces INAME:JXZ • HOURLY VOLUMES A VOLUMES IN PCPH N Major street:Hawk's Beard 1 <-- -V5 - -- 17 <-- -VS - -- rade 28--- V2 - - -> v-- -V4 - -- 0 --- V2 - - -> v-- -V4 - -- 0 0% 12--- V3 - - -v N= 1 --- V3 - - -v of Counts: < I I < I I 'late ackground + Si V7 V9 X STOP V7 V9 Time Period: 1 1 YIELD M PK HR 6 0 6 0 approach Speed: Minor Street: Grade 30 W Site Access 0% i i F: 0.8 N= 1 opulation: 500000 VOLUME ADJUSTMENTS l ovement no. 1 2 1 3 1 4 1 5 1 7 1 9 1 olume (vph) 1 28 1 12 1 0 1 17 1 6 1 0 1 Tol(pcph),see Table 10.11XXXXXXXX1XXXXXXXX1 0 1XXXXXXXX1 6 1 0 1 I TEP 1 : RT From Minor Street 1 / -> V9 Conflicting Flows, Vc 1/2 V3 +V2= 6 + 28 = 34 vph(Vc9) I ritical Gap, Tc Tc= 5 secs (Tab.10.2) otential Capacity, Cp Cp9= 1000 pcph (Fig.10.3) Actual Capacity, Cm Cm9 =Cp9= 1000 pcph I TEP 2 : LT From Major Street v -- V4 Conflicting Flows, Vc V3 +V2= 12 + 28 = 40 vph(Vc4) U ritical Gap, Tc Tc= 4.5 secs (Tab.10.2) tential Capacity, Cp Cp4= 1000 pcph (Fig.10.3) of Cp utilized and Impedance Factor (V4 /Cp4)x100= 0% P4= 1 ctual Capacity, Cm (Fig.10.5) Cm4 =Cp4= 1000 pcph TTEP 3 : LT From Minor Street < -\ V7 c onflicting Flows, Vc 1/2 V3 +V2 +V5 +V4= 6 + 28 + 17 + 0 = 51 vph(Vc7) Critical Gap, Tc Tc= 6 secs (Tab.10.2) I otential Capacity, Cp Cpl= 954 pcph (Fig.10.3) ctual Capacity, Cm Cm7= Cp7xP4= 954 x 1 = 954 pcph HARED LANE CAPACITY SH = (V7 +V9) /((V7 /Cm7) +(V9 /Cm9)) if lane is shared CR CR LOS LOS MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH 7 6 954 954 948 948 A A 9 0 1000 - 954 1000 948 A A II 4 0 10e)45 I o00 4 II "CATION:Hawk's Beard Rd & W Site Acces INAME:JXZ ------------------------------------------------------------------------------- HOURLY VOLUMES- VOLUMES IN PCPH N "Major street:Hawk's Beard 1 <-- -V5 - -- 37 <-- -VS - -- ade 73--- V2 - - -> v-- -V4 - -- 0 --- V2 - - -> v-- -V4 - -- 0 0% 12--- V3 - - -v N= 1 --- V3 - - -v Itte of Counts: tal V7 V9 X STOP V7 V9 Time Period: 1 1 YIELD IM PK HR 6 0 6 0 proach Speed: Minor Street: Grade 30 W Site Access 0% F: 0.8 N= 1 pulation: 500000 VOLUME ADJUSTMENTS I vement no. 1 2 I 3 1 4 1 5 1 7 1 9 1 r o lume (vph) 73 12 0 1 37 6 0 1 1(pcph),see Table 10.11XXXXXXXXIXXXXXXXXI 0 �XXXXXXXX1 6 0 1 "EP 1 : RT From Minor Street / -> V9 Conflicting Flows, Vc 1/2 V3 +V2= 6 + 73 = 79 vph(Vc9) itical Gap, Tc Tc= 5 secs (Tab.10.2) llotential Capacity, Cp Cp9= 1000 pcph (Fig.10.3) Actual Capacity, Cm Cm9 =Cp9= 1000 pcph I EP 2 : LT From Major Street v -- V4 Conflicting Flows, Vc V3 +V2= 12 + 73 = 85 vph(Vc4) I t iticatica]. Gap, Tc Tc= 4.5 secs (Tab.10.2) ential Capacity, Cp Cp4= 1000 pcph (Fig.10.3) % of Cp utilized and Impedance Factor (V4 /Cp4)x100= 0% P4= 1 If tual Capacity, Cm (Fig.10.5) Cm4 =Cp4= 1000 pcph EP 3 LT From Minor Street < -\ V7 inflicting Flows, Vc 1/2 V3 +V2 +V5 +V4= 6 + 73 + 37 + 0 = 116 vph(Vc7) Critical Gap, Tc Tc= 6 secs (Tab.10.2) !potential Capacity, Cp Cp7= 883 pcph (Fig.10.3) tual Capacity, Cm Cm7= Cp7xP4= 883 x 1 = 883 pcph r ED LANE CAPACITY SH = (V7 +V9) /((V7 /Cm7) +(V9 /Cm9)) if lane is shared CR CR LOS LOS MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH 7 6 883 883 877 877 A A 9 0 1000 883 1000 877 A A II 4 0 000 /000 A 1 I ,OCATION:Hawk's Beard Rd & E Site Acces INAME:JXZ ------------------------------------------------------------------------------- HOURLY VOLUMES VOLUMES IN PCPH N Major street:Hawk's Beard 1 <-- -V5 - -- 20 <-- -VS - -- rade 10--- V2 - - -> v-- -V4 - -- 1 --- V2 - - -> v-- -V4 - -- 1 0% 1--- V3 - - -v N= 1 --- V3 - - -v bate of Counts: ackground + Si V7 V9 X STOP V7 V9 Time Period: YIELD a PK HR 3 9 3 9 pproach Speed: Minor Street: Grade 30 E Site Access 0% HF: 0.8 N= 1 opulation: 500000 VOLUME ADJUSTMENTS t ovement no. I 2 I 3 I 4 1 5 1 7 1 9 olume (vph) I 10 1 1 1 1 I 20 1 3 I 9 il trol(pcph),see Table 10.1fXXXXXXXX 1 1XXXXXXXXI 3 I 9 I TEP 1 : RT From Minor Street / -> V9 Conflicting Flows, Vc 1/2 V3 +V2= 1 + 10 = 11 vph(Vc9) I ritical Gap, Tc Tc= 5 secs (Tab.10.2) otential Capacity, Cp Cp9= 1000 pcph (Fig.10.3) Actual Capacity, Cm Cm9 =Cp9= 1000 pcph r ITEP 2 : LT From Major Street v -- V4 Conflicting Flows, Vc V3 +V2= 1 + 10 = 11 vph(Vc4) c ritical Gap, Tc Tc= 4.5 secs (Tab.10.2) otential Capacity, Cp Cp4= 1000 pcph (Fig.10.3) % of Cp utilized and Impedance Factor (V4 /Cp4)x100= .1% P4= 1 It ctual Capacity, Cm (Fig.10.5) Cm4 =Cp4= 1000 pcph TEP 3 : LT From Minor Street < -\ V7 fonflicting Flows, Vc 1/2 V3 +V2 +V5 +V4= 1 + 10 + 20 + 1 = 32 vph(Vc7) Critical Gap, Tc Tc= 6 secs (Tab.10.2) aotential Capacity, Cp Cpl= 975 pcph (Fig.10.3) ctual Capacity, Cm Cm7= Cp7xP4= 975 x 1 = 975 pcph (HARED LANE CAPACITY SH = (V7 +V9) /((V7 /Cm7) +(V9 /Cm9)) if lane is shared CR CR LOS LOS MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH II 7 3 975 994 972 982 A A 9 9 1000 - 994 991 982 A A 4 1 !coo q q 9 A 1 I OCATION:Hawk's Beard Rd & E Site Acces INAME:JXZ ------------------------------------------------------------------------------- HOURLY VOLUMES VOLUMES IN PCPH N Major street:Hawk's Beard l 1 <-- -V5 - -- 65 <-- -V5- -- ade 25--- V2 - - -> v-- -V4 - -- 1 --- V2 - - -> v-- -V4 - -- 1 0% 1--- V3 - - -v N= 1 --- V3 - - -v ate of Counts: otal V7 V9 X STOP V7 V9 Time Period: I I , YIELD IIM PK HR 3 9 3 9 pproach Speed: Minor Street: Grade 30 E Site Access 0% HF: 0.8 N= 1 opulation: 500000 VOLUME ADJUSTMENTS l ovement no. I 2 1 3 1 4 1 5 1 7 1 9 Solume (vph) 1 25 1 1 1 1 1 65 1 3 1 9 1 ol(pcph),see Table 10.11XXXXXXXXIXXXXXXXX1 1 1XXXXXXXX1 3 1 9 I TEP 1 : RT From Minor Street 1-> V9 Conflicting Flows, Vc 1/2 V3 +V2= 1 + 25 = 26 vph(Vc9) I ritical Gap, Tc Tc= 5 secs (Tab.10.2) otential Capacity, Cp Cp9= 1000 pcph (Fig.10.3) Actual Capacity, Cm Cm9 =Cp9= 1000 pcph I TEP 2 : LT From Major Street v -- V4 Conflicting Flows, Vc V3 +V2= 1 + 25 = 26 vph(Vc4) I ritical Gap, Tc Tc= 4.5 secs (Tab.10.2) otential Capacity Cp Cp4= 1000 pcph (Fig.10.3) % of Cp utilized and Impedance Factor (V4 /Cp4)x100= .1% P4= 1 1 ctual Capacity, Cm (Fig.10.5) Cm4 =Cp4= 1000 pcph STEP 3 : LT From Minor Street < -\ V7 c onflicting Flows, Vc 1/2 V3 +V2 +V5 +V4= 1 + 25 + 65 + 1 = 92 vph(Vc7) Critical Gap, Tc Tc= 6 secs (Tab.10.2) otential Capacity, Cp Cp7= 909 pcph (Fig.10.3) ctual Capacity, Cm Cm7= Cp7xP4= 909 x 1 = 909 pcph HARED LANE CAPACITY SH = (V7 +V9) /((V7 /Cm7) +(V9 /Cm9)) if lane is shared CR CR LOS LOS MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH I 7 3 909 976 906 964 A A 9 9 1000 976 991 964 A A I 4 l /000 99 - A • II "CATION:Hawk's Beard Rd & E Site Acces INAME:JXZ ipuRLy VOLUMES VOLUMES IN PCPH N k ajor street:Hawk's Beard IF <---V5--- 15 <---V5--- Okade 25---V2---> v---V4--- 8 ---V2---> v---V4--- 8 0% 3---V3---v N= 1 ---V3---v Lecgcgundu-7-T 1 1> IF < 1 1> V7 V9 X STOP V7 V9 Time Period: 1 1 YIELD 1 Ilt PK HR 2 3 2 3 p roach Speed: Minor Street: Grade 30 E Site Access 0% ir F: 0.8 N= 1 pulation: 500000 iFILUME ADJUSTMENTS Movement no. 1 2 I 3 1 4 1 5 1 7 1 9 I l olume (vph) 1 251 3 1 81 151 21 3 1 Vol(pcph),see Table 10.11XXXXXXXX1XXXXXXXX1 8 1XXXXXXXX1 2 1 3 1 I TEP 1 : RT From Minor Street 1 1-> V9 Conflicting Flows, Vc 1/2 V3+V2= 2 + 25 = 27 vph(Vc9) li ritical Gap, Tc Tc= 5 secs (Tab.10.2) otential Capacity, Cp Cp9= 1000 pcph (Fig.10.3) Actual Capacity, Cm Cm9=Cp9= 1000 pcph I TEP 2 : LT From Major Street 1 v-- V4 ii V3+ onflicting Flows, Vc V2= 3 + 25 = 28 vph(Vc4) ritical Gap, Tc Tc= 4.5 secs (Tab.10.2) otential Capacity, Cp Cp4= 1000 pcph (Fig.10.3) % of Cp utilized and Impedance Factor (V4/Cp4)x100= .8% P4= 1 1 ctual Capacity, Cm (Fig.10.5) Cm4=Cp4= 1000 pcph STEP 3 : LT From Minor Street 1 <-\ V7 onflicting Flows, Vc 1/2 V3+V2+V5+V4= 2 + 25 + 15 + 8 = 50 vph(Vc7) Critical Gap, Tc Tc= 6 secs (Tab.10.2) It otential Capacity, Cp - Cp7= 955 pcph (Fig.10.3) ctual Capacity, Cm Cm7=Cp7xP4= 955 x 1 = 955 pcph II HARED LANE CAPACITY SH = (V7+V9)/((V7/Cm7)+(V9/Cm9)) if lane is shared CR CR LOS LOS I rOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM-V) (CSH-V) CM CSH 7 2 955 982 953 977 A A 9 3 1000 -982 997 977 A A 1 4 a /000 99Z A 1 1 OCATION:Hawk's Beard Rd & E Site Acces INAME:JXZ ------------------------------------------------------------------------------- liOURLY VOLUMES VOLUMES IN PCPH N 11 6jor street :Hawk's Beard 'L = 1 <-- -V5 - -- 35 <-- -VS - -- ade 70--- V2 - - -> v-- -V4 - -- 8 --- V2 - - -> v-- -V4 - -- 8 0% 3--- V3 - - -v N= 1 --- V3 - - -v ate of Counts: I otal V7 V9 X STOP V7 V9 ime Period: 1 1 YIELD PK HR 2 3 2 3 proach Speed: Minor Street: Grade 30 E Site Access 0% HF: 0.8 N= 1 opulation: 500000 OLUME ADJUSTMENTS ovement no. 1 2 ( 3 I 4 1 5 1 7 1 9 1 •olume(vph) 1 70 I 3 1 8 1 35 1 2 1 3 Vol(pcph),see Table 10.11XXXXXXXXIXXXXXXXXl 8 IXXXXXXXXI 2 1 3 •TEP 1 : RT From Minor Street / -> V9 . I onflicting Flows, Vc 1/2 V3 +V2= 2 + 70 = 72 vph(Vc9) ritical Gap, Tc Tc= 5 secs (Tab.10.2) otential Capacity, Cp Cp9= 1000 pcph (Fig.10.3) Actual Capacity, Cm Cm9 =Cp9= 1000 pcph •TEP 2 : LT From Major Street v -- V4 0 onflicting Flows, Vc V3 +V2= 3 + 70 = 73 vph(Vc4) ritical Gap, Tc Tc= 4.5 secs (Tab.10.2) otential Capacity, Cp Cp4= 1000 pcph (Fig.10.3) % of Cp utilized and Impedance Factor (V4 /Cp4)x100= .8% P4= 1 I ctual Capacity, Cm (Fig.10.5) Cm4 =Cp4= 1000 pcph STEP 3 : LT From Minor Street < -\ V7 onflicting Flows, Vc 1/2 V3 +V2 +V5 +V4= 2 + 70 + 35 + 8 = 115 vph(Vc7) ritical Gap, Tc Tc= 6 secs (Tab.10.2) otential Capacity, Cp Cp7= 884 pcph (Fig.10.3) ctual Capacity, Cm Cm7= Cp7xP4= 884 x 1 = 884 pcph HARED LANE CAPACITY SH = (V7 +V9) /((V7 /Cm7) +(V9 /Cm9)) if lane is shared CR CR LOS LOS I OVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH 7 2 884 950 882 945 A A 9 3 1000 950 997 945 A A 1 4 8 /00,0. cf9 A CITY OF TIGARD, OREGON RESOLUTION NO. 89 -o) A RESOLUTION ADOPTING FINDINGS AND CONCLUSIONS TO APPROVE AN APPLICATION FOR A MINOR LAND PARTITION, SITE DEVELOPMENT REVIEW, AND VARIANCE (MLP 88 -16, SDR 88- 25, V 88 -39) REQUESTED BY BURTON E. GRABHORN (CENTRON). WHEREAS, Burt Grabhorn and Centron of Oregon Corp. have requested a partition to divide a 35.39 acre parcel into two parcels of 17.83 and 17.56 acres and for development of a 266 unit apartment complex on the southern 17.83 acre tract; and WHEREAS, the Planning Division approved the above applications subject to conditions on December 22, 1988; and WHEREAS, the applicant appealed this decision to be heard by the Tigard Planning Commission. On February 7, 1989, the Commission modified the Planning Division decision by deleting the requirement for a public east -west street but retained all other conditions originally prescribed by the Planning Division; and WHEREAS, at the applicant's request, the City Council agreed to review the Planning Commission decision as it pertained to street right -of -way dedication requirements. The Council also moved to review the east -west street issue as well; and WHEREAS, a public hearing was.held before City Council on March 27, 1989, to consider the proposal. NOW , THEREFORE, BE IT RESOLVED by the Tigard City Council that: Section 1: The proposal is consistent with all relevant criteria based upon the facts, findings, and conclusions noted below: A. FACTS 1. General Information CASE: Minor Land Partition (MLP 88 -25), Site Development Review (SDR 88 -25) and, Variance (V 88 -39) REQUEST: To construct a 266 unit apartment complex on a 17.83 acre site. The complex will be located on both sides of Summer Creek. A minor land partition approval will divide the 35.39 acre parcel into two parcels of 17.83 and 17.56 acres. Also, to vary the Code building setback along the eastern property line to 20 feet where 30 feet is required. Zone Designation: R -25 (multi- family, 25 units /acre). RESOLUTION NO.89- c) 7 PAGE 1 COMPREHENSIVE PLAN DESIGNATION: Medium High Density Residential ZONING DESIGNATION: R -25 (Multi - family, 25 units /acre) APPLICANT: Centron of Oregon Corp. OWNER: 11080 SW Allen Blvd. Beaverton, OR 97005 LOCATION: East of 135th Avenue, south of Scholls Ferry Road, spanning Summercreek (WCTM 1S1 33DB TAX LOT 300) 2. Background Information The property was annexed into the City of Tigard in 1987. The property was also involved in a local improvement district to improve 135th Avenue. This property is subject to assessments as are other properties in the area for this street project. No other land use applications have been reviewed by the City relating to this property. The Planning Division approved the above application on December 22, 1988 subject to conditions. The applicant appealed this decision because of . objections to several of the conditions. Also, the applicant amended the application before the Commission to include a building setback variance request. 3. Vicinity Information Scholls Ferry Road and the City of Beaverton lie north of the subject property. A church, a small acreage home site, and the Summerlake development are to the northeast and these properties are zoned R -7 (PD) (Residential, 12 units /acre, Planned Development). An approved preliminary plat for Brittany Square IV has been approved for the property immediately to the southeast which is zoned R -12 (PD) (Residential, 12 units /acre, Planned Development). Immediately to the south are earlier phases of Brittany Square subdivision and this area is also zoned R -12 (PD). Immediately west is 135th Avenue and beyond are the number of developed and undeveloped parcels that are zoned R -25. 4. Site Information and Proposal Description Summer Creek runs in an east -west direction through the southern portion of the property and a 100 -year flood plain as well as a wetland and wildlife habitat area have been identified on both sides of the creek. The area to the south of the 100 -year flood plain is wooded and the area to the north has been in agriculture use. There are no structures present on the property. RESOLUTION NO.89- T7 PAGE 2 The applicant is first proposing to divide the property into two parcels of 17.83 and 17.56 acres. The southern 17.83 acre site will include the 266 unit apartment complex. The remaining 17.56 acres are located closest to Scholia Ferry Road and are intended to be retained for future development. The Site Development Review application applies to the 266 unit apartment complex which consists of a combination of 1, 2, and 3 bedroom units. This development is divided into two sections with 96 unite proposed on the south side of Summer Creek and 170 units on the northern side. Each half was originally intended to have one separate access onto 135th Avenue. A common activity center building and swimming pool are also proposed on the northern portion of the development. In addition, a day care facility is shown in this northern section next to 135th Avenue. This day care has received a separate Conditional Use approval from the Hearings Officer on January 5, 1989 (Case No. CU 88 -11). At the public hearing before the Planning Commission, the applicant presented a revised site plan for the northern section of the apartment complex which included two driveway entrances onto 135th Avenue. The northern driveway heads east between the two parcels proposed in the partition. Two additional entrances are to be provided for the northern portion of the project and the day care facility from this driveway. The applicant also indicated that this driveway could be extended in the future to 130th Avenue and be made available for access to all abutting development in lieu of a local public street. Aaencv and NPO Comments ( The Engineering Division has the following comments: . ' a. The submitted site plan shows a proposed apartment complex consisting !, of 96 units on the south side of Summer Creek and 170 units with the 1 administration and recreational facilities on the north side of Summer , Creek, each with one access to 135th Avenue. Also proposed, as a ' separate application, is a day care facility at the northwest corner of the site with a separate access to 135th Avenue. The proposed development is located on •the southern portion of a large parcel which is bordered by Scholls Ferry Road to the north and 130th Avenue to the east. This application proposes to partition the apartment complex site from the larger parcel. b. 135th Avenue is a City minor collector street and is currently being fully improved by a Local Improvement District. The improvements to 135th Avenue required realignment of 135th Avenue to the east at Scholls Ferry Road, requiring additional right -of -way dedication from this parcel. c. The City's Comprehensive Plan Transportation Map has identified the need to extend 130th Avenue from Scholls Ferry Road to Winterlake Drive. The portion from Scholls Ferry Road to Hawks Beard Street is RESOLUTION NO. 89 -c 7 PAGE 3 adjacent to this parcel. 130th Avenue is designated to be a minor collector street requiring a 60 -foot right -of -way width, 40 feet of pavement width, with the associated improvements. Right -of -way dedication for 130th Avenue is necessary to provide for the construction of 130th Avenue. The construction of 130th Avenue will be required with the development of the adjacent properties. In addition to the extension of 130th Avenue to provide the necessary collector street network, City staff has identified a need for and east -west road from 135th Avenue to 130th Avenue. d. Scholls Ferry Road is a state major arterial roadway. Improvements to Scholls Ferry Road are currently being designed in conjunction with • the Washington County Major Streets Transportation Improvement Program. Right -of -way for these improvements is required to be 55 feet from the centerline. Current right -of -way is 30 feet from the centerline. e. The Community Development Code Section 18.108.070 requires that for apartment complexes with 50 -100 units, two 24 -foot wide driveways be provided with curbs and sidewalk. For the 170 -unit complex, three driveways are required. One driveway has been proposed for each complex. The width of the southern apartment complex limits the ability to have more than one access, therefore one access should be allowed, provided the single access is modified to provide and increased capacity. f. The narrative submitted with the application indicated that the roadways and parking areas within the complex are to be paved with 2 inches of class B asphaltic concrete over 2 inches of crushed rock base. This total thickness is inadequate. The parking areas and low volume roadways require a minimum of 2 1/2 inches of a class C asphaltic concrete over 8 inches of baserock. g. 133rd Avenue, a City local street, is stubbed up to the south property line of the site from a residential subdivision. Typically, access from a high density to low density development is not allowed. Therefore, access to 133rd Avenue from the apartment site will not be pursued as is shown in the submitted site plan. A breakaway type barricade at the end of the existing 133rd Avenue may be required to allow access to the apartment complex for emergency vehicles. h. The apartment complex straddles Summer Creek, therefore storm drainage discharge is available. The 100 -year flood plain is defined to be below the elevation of 175 feet at 135th Avenue. i. A USA trunk sanitary sewer line exists along Summer Creek and the apartment complex proposes to connect into this line. RESOLUTION NO.89 PAGE 4 Building Inspection Division, Tigard Water District, PGE, and General Telephone all have no objections to the proposal. Washington County Fire District No. 1 has the following comments: a. There should be an intertie to 133rd Avenue to allow for an emergency access from the south. b. There are a number of areas within the development where turning radii are deficient. A minimum outside turning radius of 45 feet and an inside radius of 24 feet should be provided in all locations. c. Buildings R, P, and M all exceed the 150 foot access requirement to all portions of the first floor of the structures. This situation can be addressed by relocating the buildings or providing automatic sprinkler protection to these buildings. d. Hydrants shall be located so that no portion of the first floor of a non- sprinklered building is further than 250 feet from a hydrant. If buildings are equipped with automatic sprinklers, then distances may be extended to 500 feet. The hydrant locations on the plans should be revised and resubmitted for approval. e. Approximate available fire flow in the area is 2,780 gallons per minute. Required fire flow for any hydrant shall not exceed this amount. As these plans do not show the number of stories, aggregate square footage between fire walls and type of construction, the plans examiner was unable to determine the required flow. f. Prior to consideration of this case by the Commission, the District submitted a letter in support of a local street between 130th and 135th Avenue. NW Natural Gas Company comments that the applicant should be sure to complete a set of construction drawings including an underground utility plan is provided as soon as possible. The City Park Board comments that a right -of -way for a public bikepath between 130th and 135th Avenue should be retained through the Summer Creek drainageway. The Beaverton School District comments that it would anticipate 37 school age students from the proposed development and that these students can be accommodated at either McKay Elementary, Whitford Intermediate School, or Beaverton High School. A letter was received signed by Terry Wasco representing the homeowners south of the subject property and Stephen J. Malsam representing the developer (Centron of Oregon) agreeing to the following conditions with regard to the proposed apartment complex. RESOLUTION NO.89- D7 PAGE 5 a. The garages indicated on the site plan on the southern portion of the parking area will be built as approved by the City of Tigard. b. All natural vegetation, deciduous and fir trees will remain in a 30 foot buffer. The homeowners do realize that some trees will have to be removed for compliance with City Code regarding grading. c. Screening structure of a minimum of 5 feet will be attached to all carport facilities to protect the adjoining households from automobile headlights. d. Asphalt speed bumps will be placed on the southern portion of the parking area. No other agency comments were received. 8. FINDINGS AND CONCLUSIONS: This application contains four parts; the Minor Land Partition, the Site Development Review, the access Variance, and the setback Variance. 1. Minor Land Partition Section 18.162.030 of the Community Development Code contains several criteria which must be satisfied in order to approve a Minor Land Partition. These criteria require that the proposal conform with the City's Comprehensive Plan and implementing ordinances, public facilities and services are available to the site, the proposed lots conform with the size and dimensional requirements of the Code, and all proposed improvements will meet City . and applicable agency standards. The Council finds that this . proposal is consistent with these criteria subject to the conditions listed in Section C below. It is the applicant's contention that the right -of -way dedication requirements along the Scholls Ferry Road and 130th Avenue frontage is inappropriate and premature. However, the Council finds that such a requirement is called for by the Code in Sections 18.26.030 and 18.164.030. Section 18.26.030 defines "development" to include "...dividing land into two or more parcels, including partitions ..." and Section 18.164.030 requires that additional right -of -way be dedicated on abutting streets in accordance with an "approved street plan ". A dedication of 30 feet from centerline should be dedicated as a condition of approval. The additional right -of -way needed to go around lots 94 -97 of Summerlake subdivision should be purchased by the City at the time of development of the proposed northern parcel. Scholls Ferry Road is designated as an arterial street and 130th Avenue as a minor collector street on the City's Transportation Map which is adopted as part of the Tigard Comprehensive Plan. Code RESOLUTION N0.89- PAGE 6 Section 18.164.030(e) requires a minimum right -of -way width for arterials of 60 -90 feet and 60 feet for minor collectors. Also, the improvements scheduled for Scholls Ferry Road were approved by the voters as part of the Washington County Major Streets Transportation Improvement Program. The design of these improvements, including the 110 foot wide right -of -way, have been reviewed in public meetings through the environmental hearing process sponsored by the State Highway Division. 2. Site Development Review The proposed apartment complex to be located on the southern parcel is consistent with City standards and the Community Development Code relating to allowable density (266 units proposed, 366 units permitted), building height, lot coverage, and vision clearance. Additional discussion is warranted pertaining to parking, the wetland and wildlife habitat area, the public pedestrian pathway, landscaping, the written agreement between the developer and the homeowners, vision clearance, as well as Plan policies 3.4.2, 3.5.3, 3.5.4, and 8.1.1. a. Parking The site development plan proposes a total of 447 parking spaces and the CDC requires that 443 be provided. Also, of the required parking spaces, 266 should be covered. This number of carports is proposed. The only deficiency relative to parking is the lack of any provisions for handicapped parking spaces. One such space must be provided for every 50 required parking spaces. This would result in the need to incorporate 9 handicapped parking spaces as part of the 447 spaces. It is suggested.:that.these spaces be concentrated near the common activity areas such as the swimming pool. b. . Wetland and Wildlife Habitat Area The wetland and wildlife habitat area has been identified in the Comprehensive Plan and specific boundaries have been determined by a wildlife biologist which are shown on the site plan. With some exceptions shown in the grading plan, no development or earth moving is . proposed in this area. Comprehensive Policy 3.4.2 requires that no development take place within a wetland. In addition, because of the open space element of the Plan, which is reflected in Plan Policy 3.5.3, this area is to be dedicated to the public for greenway purposes. The grading plan should be amended so that no grading takes place within this identified wetland /flood plain area. The applicant indicated a desire to retain ownership of the 100 year wetland /flood plain area. The Council finds this request to be inconsistent with Plan Policy 3.5.3 and also, separate, private ownership of this area would create four individual parcels that necessitates a subdivision rather than a partition approval. RESOLUTION NO.89- _ PAGE 7 c. Pedestrian Pathway The applicant has shown a public pedestrian bikepath along the northern edge of the wetland area extending from the eastern boundary to 135th Avenue. This pathway is called for in the Comprehensive Plan by Policies 3.5.3 and 3.5.4. Because this facility is an open space amenity and the amount of fill required to install the path is negligible, a Sensitive Lands permit is not required. In addition, the consulting biologist for the applicant has indicated that a Corps of Engineers permit is also not required. The need for any possible permits through the Corps of Engineers of Division of State Lands shall be verified by the staff. The plans submitted by the applicant . do not indicate any connections between the 8 foot side public path and any of the sidewalks within the development. The Council recommends that several connections be provided to allow for adequate access to the public pathway from the northern portion of the development. d. Landscaping and Buffering The proposed landscaping plan conforms with Code requirements for minimum amounts of landscaped area, street trees, trees within parking areas, and buffering along property boundaries. The success of this plan will depend primarily upon the ability to preserve the existing fir trees on the south part of the property. The proposed landscaping plan indicates that the trees along the southern boundary of the property will be preserved between the property line and the proposed buildings and parking areas. In order to ensure that the maximum number of existing fir trees can be preserved, an arborist's report should be presented as part of the final landscaping plan for staff approval. This report should indicate the methods to be used to preserve the trees and to ensure their survival during and after construction. After it is determined which trees can be preserved, they should be protected at a minimum by fences during the construction phases and the arborist should be available to make periodic inspections of the site during construction. In order to meet the agreement between the developer and the homeowners to the south, the landscaping plan should include preservation of all natural vegetation and deciduous and fir trees within 30 feet of the southern property line. e. Homeowner /Developer Agreement The letter of agreement noted above between the homeowners of Brittany Square II and. Centron of Oregon indicated four conditions that should be met by the developer during the construction of the project. Of the four, three are items that can be required by the City. Those include construction of the garages or carports as indicated in the site plan, preservation of natural vegetation within 30 feet of the southern property line, and provision of a structural screen that is a minimum of 5 feet to be mounted on all carports to RESOLUTION NO.89 -o17 PAGE 8 protect households from automobile headlights. The one item that cannot be required through City Code is provision of asphalt speed bumps. The enforcement of this condition will rest between the homeowners and the developer. f. Vision Clearance The proposed landscaping plan does interfere with vision clearance at driveway intersections. The Community Development Code states that areas within a 30 foot triangular area on either side of the driveway exists must not have obstructions that are over 3 feet in height. The landscaping plan indicates that there will be a number of evergreen trees and shrubs that would be over this height and would be within the 30 foot triangle. The plan should be amended so that vision clearance requirements can be satisfied. 3. Access Variance and Traffic Circulation Section 18.108.070 of the Community Development Code requires that the southern portion of the development have two driveway accesses and that the northern portion of the development have three access points. The proposal shows one access for the southern segment and one common driveway for the northern half between the two proposed parcels. This common northern driveway will have two entrances to the apartment complex as shown on the applicant's site plan which was amended following the Planning Commission hearing. Section 18.108.150 contains variance criteria through which the Council can grant variances to the access requirements of this Chapter. The southern half of the project has limited frontage along 135th Avenue and the establishment of two driveways with sufficient spacing between each would be extremely difficult if not impossible. 133rd Avenue terminates at the south end of the property boundary but due to the single family development that exists to the south, opening this access would be inappropriate. In order to meet the desires of the Washington County Fire District, conditions of approval will include that an emergency only access of approximately 12 feet in width be provided from the terminus of 135th Avenue into the project. This access should be located in a manner that preserves the maximum number of trees. Because of the limited amount of frontage on 135th Avenue and the provision of an emergency access, the variance to access for the south part of the project appears to be justified. This driveway will be across 135th Avenue from another apartment complex driveway. The driveway for this project should either be directly opposite from the existing driveway or have a sufficient offset so as not to pose a traffic hazard for vehicles entering or exiting either site. The northern portion of the apartment development is intended to be served by two driveways onto 135th Avenue as shown on the amended site plan. When reviewing the proposed access for the northern portion of this development, it is important to also consider the development potential and future access for other abutting properties, mainly the RESOLUTION NO.89- Z7 PAGE 9 17.56 acre parcel to the north of the apartment project as well as the property zoned R -12 (PD) which• lies immediately to the east. In evaluating the access situation for these properties, Comprehensive Plan Policy 8.1.1. applies: The City shall plan for a safe and efficient•roadway systems that meets current needs and anticipated future growth and development. • In addition to the 170 units proposed to the northern portion of this project, the remaining parcel which is subject of the proposed partition has a development. potential of approximately 435 residences and the adjacent eastern parcel zoned R -12 (PD) has a potential for 90 • residential units in the area north of Summer Creek. When this project is viewed in conjunction with the development potential of these abutting parcels (the number of required access drives will vary depending upon the method in which these properties are developed), it is clear that a minimum of. 10 driveways access points would be required in order to meet Section 18.108.070 of the CDC. In addition, 18.108.060(8) discourages direct .access to arterial and collector streets. This raises the question as to how driveway access will be provided for project as well. as the abutting. properties when they develop.. Street access is presently available on. 135th Avenue, Scholls Ferry Road, and in the future on 130th Avenue. Although there is a considerable amount of frontage, access is limited in the following manner: a. Scholls Road is under the State Highway jurisdiction and the Division has a policy of discouraging.. the creation.of new driveways onto this road. Although an individual. driveway access would be possible, it is not likely and it will not be permitted if other options are available. b. 135th Avenue will have limited access within 350 feet of the Scholls Ferry Road intersection in order to. provide for turn lanes and safe traffic as drivers approach the intersection. Driveways within 350 feet of this intersection will create unwanted turning movements. , c. 130th Avenue has not been built but it also is designated as a minor collector in the City's Comprehensive Plan. As a result, the same limitations that apply to 135th will be present on 130th • as it is developed. Because of the functional classifications of Scholls Ferry Road, 135th Avenue, and 130th Avenue and the distances between street intersections, it appears that the maximum number of driveways which could. be allowed for this development plus the abutting properties mentioned would total approximately 5 or 6. RESOLUTION NO.89 -Q2 PAGE 10 The zreation of an east -west local street, as recommended by staff, would enhance traffic circulation within the neighborhood and allow for improved access to Summerlake Park which lies to the east. The adopted park plan calls for improvements to Summerlake Park as a community, park, with vehicular access primarily from 130th Avenue /Winterlake Drive. The park will be a traffic generator, attracting traffic from the residential areas along 135th Avenue. Currently, Brittany Drive is the only direct connection between 135th and 130th. Brittany Drive is a local street through a single - family residential area. Therefore, it is desirable to have an alternative connection to serve the multi- family residential area south of Scholls Ferry Road. Based upon the discussion above, the Council concludes that a local street should be provided along the northern boundary of the proposed development with the intent that future extensions • will take place in conjunction with additional development. Right - of -way dedication for this street should .be made part of the minor land partition approval and the actual improvement of the street should occur simultaneously with. the development of the adjoining parcels. This condition will require a revision of the site plan for the northern portion. of the development.. A . . minimum of three driveway accesses .onto 135th.Avenue and the -new . east -west local street should be provided with this development. 4. Setback Variance All the applicable setbacks for this proposal are consistent with Code requirements with. the exception of the. proposed 20 foot setback north of Summer Creek..along.the eastern boundary of the-property. Section . 18.56.050 of the Community Development Code (CDC). requires a 30 foot building setback when.an apartment complex of.,this type abuts.a more • restrictive zoning district. Since the R- 12.zone abuts the subjects . property on the east and south, a 30.foot setback.is required along those property boundaries. The applicant, has requested that a setback of 20 feet be allowed from the eastern property line that is north of. Summer Creek, while retaining the required 30 foot setback. along the remaining eastern boundary. The affected. property owner that he had no objection to this request.. _ . The previous Planned Development approval (PD 88 -01) for the abutting ,eastern property included an .11 lot. single. family residential subdivision south of the Summer Creek flood plain and a future multi- family development of approximately 90 units north of the flcZod plain. . Because of the similarities between this future project and the development proposed in this application, the additional 10 of setback area is not necessary north of the flood plain. The primary purpose of the 30 foot setback is to provide adequate separation between single family and multi - family residences. This purpose will be met RESOLUTION N0.89- Q - 7 PAGE 11 by maintaining a 30 foot setback from the south and southeast property boundaries. Section 2: The City Council APPROVES MLP 88 -16 subject to the following conditions which shall be met prior to recording the minor land partition with Washington County. 1. The legal description and survey maps shall be submitted for City approval. STAFF CONTACT: Jon Feigion, Phone 639 -4171. 2. Additional right -of -way shall be dedicated to the Public along the 135th Avenue frontage as shown in the 135th Avenue LID construction plans prepared by Robert E. Meyer Consultants, Inc.. The dedication • document shall be on City forma and approved by the Engineer Division. Dedication forms and instructions are available from the Engineering Division. STAFF CONTACT: Jon Feigion. 3. The applicant shall develop a method acceptable to the City for dividing the assessment from the 135th Avenue LID between the individual lots. STAFF CONTACT: Gary Alfson, Phone 639 -4171. 4. Additional right -of -way shall be deeded to the State along the Scholls Ferry Road frontage to increase the right -of -way to a width from the centerline that is deemed necessary by the State Highway Division. The description shall be tied to the existing right -of -way centerline. STAFF CONTACT: Jon Feigion. 5. Right -of -way shall be dedicated to the public along the 130th Avenue frontage to increase the right -of -way to 30 feet along the eastern property line of the northern parcel. The description shall be tied to the existing right -of -way centerline. The dedication document shall be on City forms and approved by the Engineering Division. Dedication forms and instructions are available from the Engineering Division. STAFF CONTACT: Jon Feigion. 6. Right -of -way shall be dedicated to the public for a street between 135th Avenue and 130th Avenue. The right -of -way shall extend 25 feet on either side of a centerline for a total width of 50 feet. The right -of -way shall be aligned so as to be accessible to both parcels • created by the land partition. The centerline may be established to follow the property line between the subject property and Tax Lot 100 of Tax Map 1S1 33DB, however, it shall be curvelinear where possible. The alignment shall be approved by the Engineering Division. At 130th Avenue, the centerline shall align with the existing centerline of Hawks Beard Street. The dedication document shall be on City forms and approved by the Engineering Division. Dedication forms and instructions are available from the Engineering Division. STAFF CONTACT: Jon Feigion. RESOLUTION NO.89 c� PAGE 12 Section 3: The City Council APPROVES SDR 88 -25/V 88 -39 subject to the following conditions. Conditions #1 - #10 shall be satisfied prior to issuance of building permits. Conditions #11 - #15 shall be satisfied prior to issuance of site work permits. 1. The southern apartment complex access shall be improved to provide increased capacity since only one access is to be used instead of the two required. Improvements shall consist of widening the access at 135th Avenue to 28 feet, curb to curb, and constructing 20 -foot radius curb returns on either side of the access. The apron shall be lengthened to decrease the slope from the gutter to the right -of -way line. STAFF CONTACT: Gary Alfson, Phone 639 -4171. 2. The area below the 100 year flood plain elevation shall be dedicated as greenway - open space to the City. A monumented boundary survey showing all new title lines, prepared by a registered professional land surveyor, shall be submitted to the City (Authority: Tigard Municipal Code, Chapter 18.90) prior to issuance of a building permit. STAFF CONTACT: Jon Feigion. 3. A permit or evidence demonstrating compliance with State, Federal, and local environmental regulations shall be obtained by the applicant and ' a copy shall be provided to the City (Authority: Tigard Municipal Code, Chapter 18.90) prior to issuance of a building permit. STAFF CONTACT: Keith Liden, Phone 639 -4171. 4. The applicant shall provide for roof and parking lot rain drainage to the public stormwater drainage system or by an on -site system designed to prevent runoff onto the adjacent property. STAFF CONTACT: Brad Roast, Phone 639 -4171. 5. The applicant shall obtain written approval from Unified Sewerage Agency of Washington County to connect to the sanitary sewer trunk line prior to issuance of Public Improvement Permit. STAFF CONTACT: Gary Alfson. 6. Seven (7) sets of plan and profile public improvement construction plans and one (1) itemized construction cost estimate, stamped by a Register Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the Engineering Division for approval. The public street between 130th and 135th shall be designed to discourage high speed traffic. Two (2) sets of plan and profile plans shall be submitted for preliminary review prior to submittal of final plans. STAFF CONTACT: Gary Alfson. 7. The proposed privately - operated and maintained parking lot and /or roadway plan- profile and cross section details shall be provided as part of the public improvement plans. STAFF CONTACT: Gary Alfson. RESOLUTION NO.89- :�� PAGE 13 8. Street centerline monumentation shall be provided as follows: a) Centerline Monumentation 1) In accordance with Oregon Revised Statutes 92.060, subsection (2), the centerline of all street and roadway rights -of -way shall be monumented before the City accepts a street improvement. 2) The following centerline monuments shall be set: A) All centerline - centerline intersection points. B) All cul -de -sac center points. C) Curve points, beginning and ending points (P.C.'s and P. T.'s). b) Monument Boxes Required 1) Monument boxes conforming to City standards will be required around all centerline intersection points and cul -de -sac center points. 2) The tops of all monument boxes will be set to finished pavement grade. STAFF CONTACT: Jon Feigion. 9. The proposed paved pedestrian bike path along . the north side of the wetland shall be installed with a minimum width of 8 feet and shall be constructed to City standards. Plana for . this path shall be submitted prior to building permits. The City of Tigard shall obtain the necessary permits from the Division of State Lands and the U. S. Army Corps of Engineers. 10. Construction of the proposed public improvements, including the path noted in Condition 9. above, shall not commence until after the Engineering Division has approved public improvement plans. The Division will require a 100% performance assurance or letter of commitment, a developer- engineer agreement, the payment of a permit fee and a sign installation /streetlight fee. Also, the execution of a street opening permit or construction compliance agreement shall occur prior to, or concurrently with the issuance of approved public improvement plans. 11. The revised landscaping plan shall be submitted which is consistent with visual clearance and buffering requirements in Chapter 18.100 and 18.102 of the Community Development Code.. STAFF CONTACT: Keith Liden. 12. An arboriat'a report shall be submitted which outlines which trees are to be preserved and the methods of which they will be protected (3 during and after construction. Staff recommends that this be RESOLUTION NO.89- c;27 PAGE 14 accomplished with a field visit involving the developer, a staff member, and the arborist to adequately identify the trees. STAFF CONTACT: Keith Liden. 13. Fencing with a minimum height of 8 feet shall be installed around the drip line of all trees proposed for retention prior to any construction on the site. The fencing shall be inspected and approved by the consulting arborist and the Planning Division prior to permit issuance. Any later land clearing work within the drip line shall be performed by hand. A qualified arborist ..shall inspect the site at a minimum of one time per week during construction to ensure that the tree preservation program outlined in the above - mentioned arborist's report is being followed. STAFF CONTACT: Keith Liden. 14. Tree removal permit shall be obtained prior to any tree removal on the site. Removal permits will not be issued for trees designated for ' - protection in the approved arborist's report unless sufficient cause is verified by the consulting arborist. STAFF CONTACT: Keith Liden. 15. A revised site plan shall be submitted for Planning Director's approval which includes the following items: a. Location of the east -west local street in the vicinity of the northern boundary of the proposed project. b. Nine handicapped spaces within the development. c. Turn radii and access requirements shall be revised to satisfy Washington County Fire District standards. d. A 30 foot building setback shall be provided along the eastern boundary of the property south of the Summer Creek flood plain. A minimum of a 20 foot building setback shall be provided along the eastern property line to the north of the Summer Creek flood plain. e. There shall be no encroachment within the identified wetland area for either fill or construction with the exeption of path noted in Condition 9. above. STAFF CONTACT: Keith Liden. 16. The applicant shall comply with the letter of agreement dated November 29, 1988, between Centron of Oregon and Brittany Square II with the exception of item number 4 contained in that letter. Number 4 is not enforceable by the City. STAFF CONTACT: Keith Liden. Prior to an issuance of an occupancy permit for any new buildings on the site, the following conditions shall be met to the satisfaction of the Planning Division. STAFF CONTACT: Keith Liden. 17. All landscaping materials, permanent fencing, and other proposed site Improvements shall be installed as per the approved landscaping and site plans. RESOLUTION NO.89 -7 PAGE 15 18. A sign permit shall be obtained prior to the erection of an identification sign. Sign location and size must be in accordance with provisions of Section 18.114 of the Community Development Code. STAFF CONTACT: Deborah Stuart, phone: 639 -4171. THIS APPROVAL SHALL BE VALID IF EXERCISED WITHIN ONE YEAR OF THE FINAL APPROVAL DATE. PASSED: This 1 0 day of April, 1989. Gerald R. Edwards, Mayor ATTEST: Lessee -R.-Wsloon, City Recorder Catherine Wheatley, Deputy kl /sdr88- 25.cck RESOLUTION NO.89-Q7 PAGE 16 A ( GI IES ASSOCIATE 1514 Muithe<' - Oiympa. WA 985( Ph: two 943.01: $XIIiBIT 'A" 8835 SW Canyon Late Portland. OR 9722 Ph: (503) 297-608 * June 10, 1988 TO : Mr: Gary Bliss Waker & Associates 11080 S.W. Allen Boulevard, Suite • 100 Beaverton, Oregon 97005 SUBJECT : Wetlands delineation and biological evaluation of project on Scholl's Ferry Road, 135th Avenue North, Tigard, Washington. Introduction : The referenced site was walked, flagged and photographed on June 2, 1988. A site inspection was conducted to delineate the wetlands boundary and give a eneral biological gical overview of the project site. The total project, as ascertained from the supplied maps, extends from Scholl's Ferry along 135th Avenue North, across a small creek bed, and up the slope on the opposite side of the creek for a short distance. General Description : The major portion of the site, between Scholl's Ferry and the creek, is an agricultural field with a grain crop at the present time. From the edge of the agricultural crop, there is a broken stand of black hawthorn, rose, and Himalayan blackberry that extends the full length of the site from 135th Avenue North to the east property line. There point that drops down into a floodway /flood p stain t slope at this This fl creek corridor. paralleling the flood plain area is dominated by reed canarygrass, with mixed softrush and occasional patches of cattail. • i - - s. \. t • Gary Bliss Scholl's Ferry wetlands & bio June 10, 1988 The creek corridor is lined with a stand of Oregon ash that is in a stressed condition. The of the Oregon ash and I� the changes in vegetative composition under the Oregon ash indicate that the area has become wetter for longer durations in recent years, resulting in flooding stress and the death in many portions of the Oregon ash. The property lifts abruptly on the south side of the creek, extending up a short slope to a road that has been cut at the bottom of the hill slope. It runs from 135th east the full length of the property. The wetland in the stream extends back to the the of the slope and affects the vegetation up the slope for a short distance. There is a spring approximately 200 feet east from 135th Avenue North along the toe of the slope that expands the wetlands up the hill another 50 feet in this area. The vegetation along the toe of the slope is a mix of Wood's rose, hardhack, ninebark, Himalayan blackberry, and teasel. In the more open areas, where the rose has not created a tight canopy, the area is covered with buttercup, reed t� canarygrass, and bentgrass. On the slope above the edge of the wetland, the tree vegetation changes to a mix of red alder and Douglas fir, with scattered western red cedar. The understory on the area next to the road has patches of vine maple, huckleberry, and snowberry, with a groundcover of piggyback, lupine, bracken fern, and grasses, including Elymus cerasus. . The dominant rose in the bottoms and throughout the area is woods rose, Rosa woodsii, and not the more wet - tolerant nutka bog rose. The wetland boundary extends from the edge of the agricultural area on the north to an area that varies from 50 feet to 150 feet below the small road that parallels the creek on the south. The creek bed and the wetlands fall within the fl Sensitive Areas classification of the City of Tigard. The wetland boundary is identified by pink flaggin g along the south side of the creek. On the north side of the creek, the wetland is the edge of the agricultural prop line. • _ f ' -4 ' - 1 ...../ i - n .. N/d1.1.14.1. ( . Gary Bliss Scholl's Ferry wetlands & bio • June 10, 1988 This constitutes the report of IES Scholl's Ferry /135th Avenue North site, Tigard, Oregon. on the • g Oregonn. . • i Sipcerely, / " L •. / r1 • il t /CZrrZt.,: R.L. Van Wormer Senior Biologist IES Associates 1 d (t 1 1 1 1 I �I • • i I ! • • • � a° = 1 HAWKS BEARD o � ` ,gF m STREET • / STATE HIGHWAY 270 "• ZONE C -- c. et 2 7 Z ZONE C ' 33 ; _ 33 it ;. Y . .:�3 Q ? 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Q t "' F / /WE TL..IS "� . 4 ( w o 5200 SF 1� PORTLAND, OR 97227 _� / ;� TELEPHONE: � 297 -1458 - 0 t ' 1 � _ CONTOURS • ( � ', 5,30 CITY OF TK''ARD 57 • • i llik UTILITIES 4.650 15 s / / -i.1.4 fiO • ?V / PORTLAND GENERAL ELECTRIC ^ j '� \ ` 1 0 100 il l 1IOA WATER DISTRICT T / 5,18C1 - 4.8 4 i S 1 33D, GEC NATURAL c AS a a Nw 5, C '� 79' i 1 MOTES , 1:0, 5 •.• DESCRIPTION: TAX LOT 100 1S 1W 3309, TAX LOT 100 St t 33DA • �/ • LAND USE ZONE: R -12 (PD) / tt . _ i ce �---- • SITE AREA: 4.89 ACRES ` fA 1� ,.• PROPOSED DEVELOPMENT: SINGLE FAMILY DETACHED UNITS 7 ,1 ., SF f ` �i *We: et ,' 2 • FROM LOTS VARYING TO ,1 SUE e P" STREET 5 PROM 4,200 SF TO 7,150 SF if ---- ----18z ....... • �• EXISTING USE VACANT • 1' • �• NUMBER OF LOTS: 23 ��, �• LOT OEtMT�SIONS AND AREA MAY TRACT '$ �' + 1. CHANGE UPON FINAL CALCULATIONS 17 E, DE 1 C AI — iiip4 . ••• ALL LOTS TO CONFORM TO THE 2 EXISTING STANDARDS OF THE CITY • ' / v .80 ACRD 5 SF _ 5 .30 t' . 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' ' -I , ' 11; . 1 -• - ' '.' ,.., : :: :',-;, i l o o) ,,,, : f::: ,.: ..:,::::: , '', ,,,":, I I I is f = I — - I I 1 1J _ i - - ,, 3 2 VINYL CORNER TRIM r _ i i 1 j — `r t � I - - R ZO'dT L VINYL 5 Di'� TIP. _ i a : , on n oc� n n o c� nn n i c� -- f, �/ H. 2x10 O T u t ,cn _ •..., . , 1 ,. ' _ j _- a„ , . _ i s - I „■ __ - - I = - - - - I I T Y . ■ _ _ ' 0 . ' ::: ''. ., - , i ' '''' - r; r. • ,. - - - - .: 7 1 I _,y. � 1 , ` ma x Y ' : ::.' : ` FRECAST CONC. TREAD5 ON WOOD — - - STRINGERS, TY P. - _ - - `/ F " r T _ , - - - - - - -- - - -- -- ' ° +'. "� ! ¢ a I FR ONT ELEVATION BUILDINGS K L . Tµ : _ ' .' ' ' ' ,'' '''' ' • ,--:. '''''' _,-' ' : ,46 1'$ " = 1' - © CONT. RIDGE PENT, TYP -- — — - ; , f - : ' ''' :'. -'. COMP. 51- IiNGLE ROOFING, — _ k V - , :11'' £ " __ _ _ - _- ___ _ 2x8 RAKE BOARD, TYP. - __ _ _ _ : _ - _ _— .-- _- - _ - - _ - \ - - . _ _-- _ _ __ __ -_ - , ' �- - - - — _ _ : = _ __ _ - _ _ _ 2x$ WOOD FA SCIA, TYP. _- - _ =_ _ CONT. MTL GUTTER AND DOWNSPOUT, TYP. - - _ _ _ - _ - _ :,, ti ` c a ■ — _ _ %,__ ._ t -r _ _ - _-= _ r= # = _ - 3 1/2 VINYL CORNER TRIM TYP. - — . , _ .. _:, ,, .... _,__-_,,L-_ , 0,, _,.. .„,....:__. r - -- - - -- -- - - F - �' - -{ NCR ZONTAL 51DlNG ■ _ _ _ _____ ________ _ ___________ .__ .. „____:___ -' . - -- __ = - -- _ _ mss _ _ __ _ ___- _ -__ - - - _ _ - ._ _ - - _ �' , -'.-.-__',..: *' ' '.-*- 1 -. =_17,_77___•_' -- - -- 2x O WOOD TRI TYP. _ - - - ^� - - - ___ - ,. . . .,- Z - 0 ' -!' -. ,'" '.. _ _ _. ____ _ _ _ _ _ _ _ _ .. - _ ..-.• - 07 _ - - i I_ L 1 ' ' .1,,,_ , t p E•1:.114,,,'-':'-''' :a° , -_ - . . _ Li: — I r r I r {- - I r r r h - - - r - i r — — — — r l � • P _- 1 - -J L J L J 1_ J L J L - - - J L -L Y ry 7 X g igh LEFT SIDE BUILDINGS K & L RIGHT SIDE ELEVATION re. UILDINGS - . K IL__ & L �$ y r u w r f � I,'1J11 — 1 .. i ` ; I . e°01f a C Y `t A6 1.8 - i 0 �, x a ▪ O,' ill i?" 4 ' _ CONT. RIDGE `✓ENT, TYP- - ETRIO' COMP. BNINGL.E ROOFING, _ EVArlo vs - } , TY PrCAt , ' BUILDING , 2x$ RAKE BOARD, TYP• - ---- - "- - - -- - - - = T - ;z::;: � - W - - - - - -- - ------ - - -- to -- - -- - -- -- CI • •.I 3 1/2 VINYL WINDOW TRIM, TYP. _ _ _ _ __ -__ y] y = I = - - _ _ ■ _ -- - _ _ }j • a 3 1/2 vINY CORNER TRIM TYP_ - - - - I -_ — — L E j -_ - H t I rT Irk; q ,E, „ _ , ' ' 3 fii = 1 _ - - -___- - -_ _ S r, , •'F _ 't . - ,. �} is rl — _ _ _ _ 1 -t , ■ r, ,, i .r`'r s . _ r 11 •+ r -„ _ - \ 2xi0 WOOD TRIM, TYP II n +�r� 1r�!.� _ j b I „ •. n T _ ' , — iii _ . :" l■ri - _ - - _ S T L P F E A N R E V E R L T Y P _ - _ _ - _ - - - CD G I I 1 I la I :: ' 1 II TA � � I 1 -I _ l I . ZON '✓ NY SIDING, '�lCs TY - -- -- - - - - - -- - -- - — - - - - - - -- _ _ _ _ I - - I - x of) to Y �IY W N ✓OW T7P_ r I= i I —_ J i 1 -, date: OCT,' 19 . 4 ,c, ! — _ __ -� _ - _ l ■ - „ r -- r� — 1 r -- r l - - -- � - -I - -- � _— _l r � 6x6 WOOD P05T, TYP. 0 a q ' - drawn:: 1 ,1 - ° , _ .* ■ SLIDING GL465 DOOR R`, f i t' �= job- noa:. 946 5. - ` -- _. . , , REAR E BUILDINGS K L •' - \( • , t r - _ _ . c - `t ,� ¢ --°-- _ -- , "� rt _ - _ _ �, .. - - - - - -- -- - - . _ - ' - - -' - - - .. , -.•--- - - - - - - _ - , - - - - „ - - - , -- - . - - • 7--r- 7--r- r - :r - 'r-{ =4 ..-: _ t 7.7.4^ .g,, • A . " A ,, _ -, :, _ .,,,, -.. 4_ ; ,.,4 , ', , 41 , .. 1 ",, , _... :,,, '`,,,,`: ', :"' :. '‘.,, :. ,: i, f., :, . ,: . i i -. , :: :: :, ,, ' ,*,,,,;. „..,,,,:'.., : ,:.; , ,; : , -.; ::., l * " 9 - ry , , , : t a t 'r + t^ p F' '44'4 z Y• CONT_ RIDGE VENT, TYP, - - COMP. SHINGLE ROOFING, - -_ -_ __ I TYPICAL -__ i M < 9 T 2 x8 K BOA RD TYP. _ RAKE ,„ a ' i � . + s WOOD LATTICE __ - - - _ _ _ _ ___ - _ _ - _ - — _- 4.=. - -- - - - - _ - . : - . • • _ ''. -4, -* 4` ^ , " ,, ,. ,, '.- 44 ' ' ' ' - "`. 4 - "" -'. - 4 -: ' 2x ; - , TYP. -. -- - - -- _ -- - - - - - - - - -- -- - - - - -- - - - -- - - - = -- A _ - I ice, - ... - - -- -" - - - - "- _ - -- = yam _- -- - - -_ -- - -- _- _ - - - - ,� ` tv . 1, '-- _ _ _- - - . - >' n " -- I � 't ^ rx - pi .t �� , -- - - bE.„....2...„____=___,,__ 3 1/2 VINYL WINDOW TRIM, TYP- ___. ` ' 1 1 rt T ti - - j - i P- . .: - 1 ■ T IM tYP• _ I - - � 1 Ir Y CORJ� R R - i. ` - . 3 12 V'v L E - ` - 1 - c:„ - t � r 4 — i ___ -- _ ri"' d - _ T� IvY SDN� P. + �^ , - gg — - =ffr WOOD TRIM, TYP. - - f - ° - - i i - �'r - }{/1� : 1 ":--_--."_:.. r 1 - -- -- --- - : 2 x10 - E x I 7 :,_ _ _ _____„_ _ , 7-1 —= - _ -2----- ,;___-------_::::_-:—=.: I N I I0" VINYL WINDOW, TYP. • - — - — - _ a a _ - __ _ -. � _. _ - - j� _ . „ , 1 i - • i I r ,-1 - r - 1 1 --- ---_ L - _ ••I 1 -L Fv i ,x , PRECAST CONC. TREADS ON WOOD STRINGERS, T7P - - -- -- - - . \ �t, \ gip `: ( RONT ELEVATION - BUILDINGS F, H . A5) 1:8" = I'-0" . . 3- i' -D'i ` ` j - G1 0 _ _ - - - .. ..- . ,. m _ T' .., : -_- ,-- . - __ __ ____ _ - 2x8 WOOD FASCIA, Tl P. -- = _ ____ _ Esa _ r t MT GUTTER 'ND DOWNS ? } t -i a -- , .. ,:: , G T' Y p` �. ,O L E POU P t_ 1tF;' - — - , r!'tr ,ice { E°� } -i . 8 -D _____---_-_--_--_-_-------.7-71:- - - Citt - _ _ 4 _ -J':--- - 1 _ - - - u - _- - - - I - _1 _- - j w' t - = - _ - ' - - - -- _ - I 3 i/2 VINYL CORNER TRIM, T1 P. - _ _ k M ] .#`, + iii , t, ,E, N 1 ','. �l Ir -- - - --- -- - -- 111 - --- - = I - I i N1 , ;b . t ai # :.�F , " a 11 � - II i�., r,. t _- ' -- - - - - - - - - - - -- _I--__"--_. - � - - - - - - -- -- - - - - -- - - - - -- - t x ,17 2x 1 , I ' - t s .1, - - Ci - - - - - - - -- �! +tC i' sir .:17 2 . „ '-tt -- _- i to i^t UITI� 4 XPO.I�, E. 7P. - - -- -- - ;_ - --_ i.'- s; uGR _O'V LSD E _ ■ ' , tT - _ 0 WOOD TRIM, TYP. - - -- - - - - - - - - - - _ t 1 M T _ � 1 ' w g.„.,‘ ' — --- —--- -----' — _ -- --- -- -- ---- -- - - -- --' '- u - - - -- - - -'-- - -- - -- - — - i �GR ONTAL VINYL SID WITH 8 EXPOSURE, Tl P. :i i _ _ . -_ 1 _ : ;: L -- - - - - - • i i v , l 1 L. - G , i • t Cii . 0 -e'''- - -, - -, . , - ,: . .. ,.1:. . 0 ,....: ,--; g',..: :,,, „,.:, • . . , ._ .. , , - - - " , - - -, RIGHT SIDE L VATION UIL INGS H A irik LEFT SI ®E ELEVATI ®N UILDING �, H 0► _ .f = ..:f • :. AD I %a' ,' DI' A } = _ _ o u y CONT. RIDGE \GENT, TYP. ¢ • . : . I A ` - • _ _ EXTERIOR - , , X fi I& ALMA — COMP. 5WiNGLE ROOFING, L' l EVATIO iJ_ • ° ..---.,• - - TYPICAL t .. — ; a – - -- - - - i; - – _ _ - _ -- _ - 2x8 R BO . F �- _ , - - BOARD, TY P � ` ' a r'' 4 4 — _."."="_-_-_-_-:__ _ _ = = ___ � __ = _ _ j = 2x8 WOOD FASCIA, TYP =4 ■_ _ - o - - __ DOWNSPOUT, TYP. ' , - F � CONT. MTL GU TTER AND DO ' OUT r e vi'sions J i ti 7' k Viz - _ 11 4. �t E - - - - - -- - -- -- - - -- __ --- - - -- - - - -- -- - - - -- _ F s+ _. Imo •�� r ■ter •1111111M1_117 _ II _111111‘11111111IIMMILMA 1 .n jam- - -- -- — - -- - - -- - - t, r -__ -- _ -- -- __ : - - - 3 !/2 VINYL WINDOW TR1M TYP Y - i - -- 3 1/3 V W L CORNER TRIM, r P_ = • E F -L - .1--_ - _I . 1 - --- ----- I __ _ _ .___ .. 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' A4 BUILDING SECT , 01 - 4S L D, OREGON 97 204 346,695 �` A , Q ' SITE AREA: 46,695 SF (7,�6 ACRES) ?,I_ z it �r s7;; a , 4 A5 ELEVATIONS (503) 246 -1580 - } 1 G,k ? u -a« ESSE , . � ` TS* ls uxr tc� cs'�E s Ehld _ �, i s . mgt. mgt. FS{ K Sw , FOLO 4 .4 5 Q �t ��1 " a , V . V [ VATI 6 ELE TlOtJS c "m snag DR 1 Q rQ.f I I N S t.+ , 1 - PARK i . " j 1 ` y: 4 � , r - 1 • ► s-� A6 VA S7rti RD e cOm� STOW( " - , - Yi 4, © Q p �'" ' - "` A7 ELEVATIONS BUILDING G CODE 9 k P� Su _ " ` STRUCTURAL SPECIALTY CODE _ �s�� .= ; ?; y ,•".: � r ;►— 1 ' : �� .= .. \ ,r , �p� 0 °' . ARCHITECT ` , r t � _ - ., } • Y5 g - . q � _ fit \ t :L S O R _ a >� tQ'' WI LIAM WILSON ARCHITECTS AIA COMM NIT (OCCUPANCY GROUP: LIVING UNITS. R1 HIIE �• �' N -` c e o , ' m �. ' i = • 4E 6 ;f:';' < 133 S. W SECOND AVE SUITE 200 0 ,,-.e Y v _ O � [ 4 Zi , _ t . .2 PORTLAND, R N 9 GARAGES: Y M1 BUILDING: A3 ' _ I _ G [�✓ ,- _ 0 EGO E e $ H• „ s EU+ a� p _ �, _ ` -35 's ' "` (503) 223 -6693 _ .._._ ? � , r14 �`y OI� a 500 nGRY•': 141.1 ' lPytw l \ � \ \ y► ';• -, TAJX ` 3 �-`l�p g L 2ARK 1 °� � g S -�� -; ' • MANAGER ', - a . ' nr ;, / (CONSTRUC T YPE: V - ONE H OUR 0 S .. 4' a CANTER, % -x r 8 _ � ptt i3 — J . oO9, , ` ; `_ , p a' `�' 1d PROJECT MA � > - cK tP1( S $ �_'• ' � ' � r te . R££Nk ' ° ~ � . °s' 44 ; „ . \ LT ' ? 1 , :i (UNITS: �( e .zE - ARr pt xI; a _ ^ n o s ' , :` 7' = H t "� x MRICN}ILE^ A r3 - - A r - - . - - CIVIL - R� J� `� -� wawa � _ I � O _ =� _ CIVIL ENGINEERING C L __ ONE BEDROOM 46 � �� _ .....0%. r� �ryry�T m coemeittle TWO BEDROOMS 70 �?' z . ^ *� � _ '. u+s: - � �� NORTH } bA S _ ,, , 1 rR l L SHEET ' r ' _ Cl EXISTWG CONDITIONS PLAN DAVID EVANS ASSOCIATES ,/ _ `' r ` '` r `t .?C s : } �' r 4 . tok� VE If m urvIE1 '' 1Y o y d „,g ,s"'' a � . - 1 T1 i • r 7 `u , ? C2 GRADING AND DRAINAGE PLAN 2828 BE DROOMS 3 4 a �a 4 ' , ` _ r ' _ 4 :;,, *' = "e� � " ` 2828 SW CORBETT S _ $ 21 ``° ♦`� ` S 'kK 'S lr -- .. `, ` -r.,- °- t C3 SITE PLAN _ E n 13 PORTLANDOR 97201 10 rr SURVEY 'ci f xr TOTAL UNITS a �sw � ci' + ; „ S61` 7 •► . S _ > °Y. PROJEC1 HS UR44 ix Y RA s - c u } I a J ' ' ' ' O. ( Sw ..: : t 1309 f L., Y - ` r - k'_ : Gf tiY' FROJECT ENGINEER BI�U(_E ,r1AGNUSON; � , 1 s+� @ ! LCQ! SE 3 v, t x ; BUILDING AREAS: "t /5 /r' a . RH 3 TsQRA . >; D_ ./ , '"':_'* ' ,"_ ' H 1L D: FALCON RI , ... � KATHER - S1 `; C e y MEADOW-ST, - - BUILDING A 12 060 SF z - iroa+i� ,� <� • �� ELECTRICAL _ LANDSCAPE ARCHITECT . t pie= . � ° o _ T., E BUILDING B 12 038 SFy _ s` El LIGHTING PLAN BUILDING C 12 060 SF:h RJa �� - �'—� revisigTis , OC T: 6, 1p9' ." ANDERSON ASSOCIATES BUILDI �c: " /�/ { G D 1 9, 6 ' 4 SF , .,, e 4• DGE 4,., i^0, r PA,1C ' Awf • ri . Ate s,T� --1:1_,-.,:..;4„,, • ,- ' s11 1✓IOJJ1 • ,. • ' • -� t, - { •w' 4649 WINTHROP COURT N S 8�� g, c ' MIQ _ , oE5 L k ir S F - -. r ., , r CN 4, • a * 7 ,, - - r SW 5'4' ' , Hk ; : . --III_ � a" LAKE OSaWEGO, OREGON 97035 BUILDING E 7,840 •, G ,. � _ Nr „ t ,, S t' t A ,' / ' Z - F - - Six S sr ` >'•E' - • - F, 5iry _ t _ t L yr k ; _ ' 503 635 -8436 i ( ) BUILD NG F 13,180 SF W: _ �+ ACK `3 �? Aa , <S,t i � 10 •00' - �t "� �' PROJECT MANAGER . DAVID ANDERSON BUILDING H 13,180 SF - i r ' 9, . NIL *,' 1 DIP AR I E SW A... - r ' • Sa ER�o sr. �✓ \�� '4 aQ sj ` �' s. BUILDING J 13,180 SF 4* � 3 -I � < ' - l' W. . 1\4 v �� -I=i 1 F>:: SW WALNUT' � L ` , . ' SW J ' ,�_.. _ •- ` . = 'a u kq ' 1 � - fl t BUILDING K 7,840 SF St _ r < _ • I ! -; 1 - ' LN <- TC EN ST Al '' 1 ._.._!:-/--- I--. k : _ T sj -te , ( , ., _ - - ' ' as F k - _, LANDSCAPE 060 SF BUILDING M 12 MECHANICAL AND ELECTRICAL BUILDING 7 40 SF 1 T ` Q �w j I K f — G L 8 S SM ALBERT S •�, • # t 'i !�` ` o WAT 1Ns`'b - r ' :k i fr a ` L1 LANDSCAPE PLAN , a ' -� �r _ FO ttNER $r .4,11,94'.; ' ! ,� .; I ,` SYSTEMS DESIGN CONSUL LI - AN iS s ti :N r5 = __ cr c K' , , o� •,� ' 33 IJkW FIRST AVE. COMMUNITY BUILDING 1,659 SF 4 ,� 5'- c0 PORTLAND, OR 97201 GARAGES 1,266 SF s ' ' SW MARION', Si PARK S � . rn (503) 248-0227 �Y ww- ,i • - ' ' - I ' - ; '.... , 747;% x < ` ` F { s+ :" _ sw .' y' r F HOOD a �� i , ,, .. 7• _ ti K ., , •tr � T . { g : - -I code` L _ 4 date: " OCT . 20 1'9 &-:.`: r ,' En PROJECT ENGINEER , CL F iO PAR KING: �` ,. _ 1,7 STANDARD 185 - N Ps • , ' }_ ,, , . , .,, , •-' FAIrwordr ^ Al si fAI ST f c .� j s• e -, COMPACT 12 �'`- :'s Q ,e � �cErvu a �' +{ scale NO L CO C 129 'c- r. S� , _ ,46• 4, ` P � F.IM.. 4- , FAIRHAY M � , l;, 4', , GA i1i' STRUCTURAL ' K `fi ' . gy m` ▪ sw . su rizoE}r <c _, r ` y �`+ HANDICAP ACCESSIBLE 8 - i ,, O - -• l „ it s r c , .„. s SIT H 4 . 5 St N , , '� k YIEk'Exk.7CX y ' Ti `r S ' 1 GARAGES 20 S7 a — ST V f ' Q' - y B1LLY1 drawn: iS1 . CONLEE ENGINEERING — j , a , rt ▪ k a _ "' 1308 SAN BERTHA BLVD TOTAL: 342 _ S , ', 3 "� c� : II .Y , , le' r rr. 14 s ' t , ( ` L 11800x .bE � h � � - 1i d PORTLAND OR 97219 mo t; _ i 3 a — : �e�+_zENc$ job 1 ', o ( no} 9 46a 503 244 -0579 a ) RA TIO - 2 14 SPAC UNIT 1 I 9t F pUUj1Lt1 $�� _ "� _� / . . PROJECT MANAGER DOUGLAS GANNETT Ste : i I 3 3 -, _ : sii'zt ` .•. E ` , - - ! 1, Lt0 S -' , t < " � , 91 L ,C R , h ., ,Q i T a : - Y.. T , „ t E ° d o CU v S 4� #� , y SY w it-b ,° t^ (1 f :: ,•' • ,t. ., � Q� � 7 ' ° , , : PAat t` .;J i'.. ru ioocc {�► $ i _, I NE s Eft "RtErr.�w 8 ” 3. > I ' : E �A z� ' - = P 54 �ti f3R1 1 a z U ` 1 117 �?`�3,, C11G ^ g ® - ' s � 2 � • 4RES � Q, ' i sli co • A� ; t t " E N RI •_, ' i - Ep , .•� fo A I N Gr O N > , G EC ' y . * - . . w r tAD9 • • . L •,.' y M1 . t.'.; tea_ t. - - -- - -- - — -- — — - - — — T - Yg J .r ` ' ., x - ' k. _ ' . y J t q r a r - $ ' s Y _ - v . y • , • � + ' - £ [r " ' u r r sn.e +r _ _ T- - .- - .- ,---------,-------.------...---..-------------------_„_,_-_---_,„_---_,--_-_,-,.....-.-- _-_-,---_----- -...-_ 7- - - - ' - . - -__- - -• - _-__- 7 _ .7 'P,,,4 0,1 . ::::";= " -'- ' ---- 1 , 2 ---- - . . , . - - __- - - -- �_ �- F g '� �Ii ` Ir I „-, „.•_._--- { n , , / FM UI 1111 - . ' . _.-- _.. -.-.._ • _.._ _ ` . . iii i . �"”- 1- .�- _-.. -- - 0 0 . , - v - t - __,"._-___..,.,,_ __ _- a s _ r , _... :a _ � _�_� _ _ - _-T-._... —_ <_ _ _, _ _�-... __ _.-_ _ _ ; .i ce . ! � l , i. -_ -, ..- -- ° ,°, -�__. _ - ' a i.� Ala h aws ' ri , • ,cs�tt "ts. N$ � �V(17�N L► " v Ir N T' r _ 5 , ---______:t„.-1-,--_---,:__ - J = _ = r a wiA�r y w �r�irii+ i(a '. - ` ° MAIL 6XE3 / . [ - .,...-_-_-.1 .. ■ _ - - - -- - i.. - irc �+'� - _ - '``= - _ - - - - - - . _ - . _.. = Y - . , r - f tl 01 7 r �J - - ` " - ... . _ . 1 , _ , ..• . • Fri lt)Nr,ELEVATION ... . 3 REAR .. C,OMMuNITY BUILDING . .. . . . . , _ . * All 1 trail j *1. i" r `a - a - + - . _ - - , . . • , , " n . - _ • . P, ' q.._ , . , , . . . , . , ,_ . , . .. . . , . _ . , , , ., . _ , . . , . , _ . , . , . . . . . , .... .. . . . ._. , . . , 4 , z IA ' _ , • ' ... . . , ... , . „ _, - , , _____- -- 2. a IJCloo R� , T r PICA, E goi C 'U N1` %014 Rf E VaNT 5 . . 5 , „ . 5 . . . . . 7 4 ... �PICl. .. 5 . • . • . „, „ , ., . . " ' ______ c(),;_lpc41TioN Vr-iiNGLE POOFNG, TYPICAL . 0,2 F _ _..�.a _.- _ _ - — - - - - -- - - - - = - - - -- - - - _ _ �...i �ii� .lei i - - _ Ss'1� - - is _ �1 - 4 a �a 3 - '�:$- �1 i�� . fFci - k y � r - _ u m - --' r,a .,.- , -_-'- •- _.`_ .mesm'_ - s^anrzxr. ic�cc` _ ' . - - - - - - _ _ _- .._ /•� y' -:...... -,-_-_-,--.-.-.7.---_--...----;-.--.......,...... -_,. __- 4 :-. -_-_ - -_-_......-y _ - ',...."_ .--.. - . . . , _..7. : if i. _._:__ 1 it ` _ -• - _ �,._._ ..._.- - .:.,_ �n:w ,mar -ti�^�. -a .-.,. ,- _-., .,. - - Cv�li . H., 'n 04 _ • 4 . _ " . . L '•= 1 - - { . . , , M - f r • , � r 94 1 • . z>": -_-:- 19 ir ii . . f- 6k6 D PC6T8 L-1 Yµ - r - _ -a < _ _ _. :_ erg= ■ i --� „ A f 1 2 tH w * T S Q ! ' • . _ , 6.______A . . ' 4 41 C4 . 0 44 , *- . . , E4 1 r - 4 1 ...A .. , r . _ ...., . . , SIDE 2 I ELeVATION _ �,, .......®.,....�-..u- .� .-- �. -tee. -- ^: .. - .._....,....„...:.. �. . �.... ..... ~ .v. a.�-..R.,__ ..._. ,...,,.s. - __�. _a. __ ++ nn _ , " >.;awa 1, ai' s i' -�" a 1R . Ali ' ( 1 U (Alam 1 - Y 7g • • 5 5 - - , ' - X • ' , _ - -� ' a' - - - - XLDI of ' .-__ `- _ - ' i kr ` ' - _ - A. ;. • - _ :cat 1t3" 1' -tY', _ , • ry dr'�: ERIC ...� — Y — 1. 7 - {. D ' • ° r " , , . _ ' 1 ' ? t _ - . _ . • r 1 _ ♦ a k § , - , n " i y - ^ ..' a . s < a r , _ ,. . , ,, a .. a ". , _ . x : -(310(o • FAX TRANSMITTAL g 1 Af_Arf mama Date June 6, 1996 Number of pages including cover sheet 1 To: Gilbert From: Brian Rager Co: Wash. County Surveyors Office Co: City of Tigard Fax #: 693 -4412 Fax #: 684 -7297 Ph #: 639 -4171 SUBJECT: Partition Plat at 135th Avenue MESSAGE: The partition plat submitted by Jeff Whitson, David Evans and Associates, for the property at the southeast corner of SW Scholls Ferry Road and SW 135th Avenue, has been reviewed by our office. We the necessary funding agreements in process and ask that you begin your review of the plat. Thanks. I.\ENG\F'AX.DOT • • FAX TRANSMITTAL Ato toot .. IMO 4Th .. s ue., Date May 9, 1996 Number of pages including cover sheet 3 To: Jeff Whitson. PLS From: Brian Rager T42-- Co: David Evans & Associates Co: City of Tigard Fax #: 223 -2701 Fax #: 684 -7297 Ph #: 639 -4171 SUBJECT: Partition Plat for Bowen SDR 94- 0026 /MLP 94 -0022 MESSAGE: Attached are comments related to this plat for your review and revision. Regarding your letter, dated May 7, 1996, the City will issue building permits for the units prior to recording of the plat because we understand that the lot lines may change slightly once the foundations are poured and lines are surveyed. However, we will not issue permits until we have everything we need to SIGN the plat. That means: all conditions related to the plat and building permits must be satisfied and any financial assurance needed for the public improvements must be submitted to the City. Please call if you have questions. I lENGIFAX.DOT PARTITION PLAT NUMBER _AT RECORDED AS DOCUMENT NUMBER _.L.C. NE- QUARTERS OF SECTION 33, THE WILLAMETTE MERIDIAN COUNTY, OREGON • APPROVALS APP' D T IS DAY OF , 1996. CITY OF TIGARD "alifIN1 c- 5, INC. • BY: - - APPROVED THIS DAY OF. , 1996. ERRY ROAD L.L.C., AN WASHINGTON COUNTY SURVEYOR THE LAND REPRESENTED SCRIBED IN THE ACCOMPANYING Tg.12E PARTITIONED BY: SPWSCHOLLS FERRY ROADS JD RECORDING OF SAID MAP. - - ALL TAXES, FEES, ASSESSMENTS OR OTHER CHARGES AS PROVIDED BY ORS 92.095 HAVE BEEN PAID AS OF , 1996. IAND AND DIRECTOR, DIVISION OF ASSESSMENT AND TAXATION WASHINGTON COUNTY, OREGON , 1996 BY DEPUTY BOWEN, MEMBER - �r rr rr r.nrr'r.. i \ BILITY L____/ "-_) UUU NO. DAVID EVANS AND ASSOCIATES, INC. NO. 2828 S.W. CORBETT AVENUE )F S.W. PORTLAND, OREGON 9201 SOWN. (503) 223 -6663 _ISHED PER A = 24' 08' 43" • D R = 200.00 25 25 STREET L = 84.28 ENTS PER LC = N 78' 01' 25" W 83.66 HELD CASTLES AT BFITTANY OAD DEDICATION JUTHERLY L =73.75 5 4 3 FD 5/8" I.R. W /YPC "ALPHA ENG., INC." 1- HOLDING THE HELD FD 5/8" I.R. W /YPC 2 N "ALPHA ENG., INC." / t w S WN. THE A = 24' 08' 43" o �' Li )L "p RECORD R = 200.00 L =14.52 HELD z z (L =14.56 PLAT S.W. 131 ST ; PLACE J 1 J A o (983" NO. 89- 20391. L = 84.28 L = 5 . 87 ' S 0' 03' 32" u 0 100.3 zo 39 S 0' 03' 32" E >TERLY RIGHT- LC = S 78' 01' 25" E •7 � � 4fi 9 %, • 83.66 L =94.82 . i 2 ..- 37:•79 P.O.B. 312.47 S L =59.21 FD 5/8' I.R. W /YP (L =59..2 "ALPHA ENG., INC. � 8.79) S 61' 00 ' 19" W (312.38 29 - 63.6 0.83 SOUTH, 2.40 W • N S.N. 23,214) � N 0' 03' 32" W 26.31(26. 1 .N. 23,214) 64 58' 08" W 4 BENT • " ENTER OF SECTION 0.34 SOUTH 25 25 `HELD A . 19' 28' 20" 48.95 R = 175.00 • 4 WAKER & ASSOCIATES, INC." L ■ 59.47 (L= 59.45) S 82' 46' 08" W LC - S 80' 21' 37" E 48.47 • CAP "T. BURTON LS 590" I i 59.19 S 82' 21' 32" W 35.60 • 0 ' N SX i- 83' 19' 29" W I .STIC m ° 1` DG�!aT t(« s� 1 -1 ` 1.78 • w ` - FA-' 1 .9.f›. S 84' 07' 52" W CITY OF WISE NOTED N GREENWAY DE_ LOW PLASTIC CAP w o ^ ^ • z • FEE NO. 89 f " I N I N N S 82 21' 23" W 220,763 S.F. F ,, I • 7 vi ,4.6.77 5.068 ACRE! BEGINNING N al (NI - S 86' 02' 38" W • C) Z z z _ PARCEL 2 24.24 • N PARTITION w woo N ,n 346,665 S.F. OR N 87' 07' 37" W °D LA o N . w 7.958 ACRES 48.77 w z M N 86' 39' 22" W z 43.86 Q ), REFERENCE TABLE z °° o- 4 S o o l w 4 ,. • 1= c0 d p, 0 . " RATION, ACKNOWLEDGMENT, (.4 o I z mo o) 5 O1 26 W w c° ° j i I- w. Z k! 70' 11' 11" W 405/09/96 15:05 $503 4 7297 CITY OF TIGARD • fa 001 ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** ACTIVITY MANAGEMENT REPORT TX * ** ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACTY# MODE CONNECTION TEL CONNECTION ID START TIME USAGE T. PAGES RESULT *4025 TX G3 503 774 8236 05/08 13:40 01'34 3 OK *4033 TX G3 503 620 2086 NICOLI ENG.,Inc. 05/08 15:23 00'40 1 OK *4036 TX G3 503 797 1791 METRO 05/08 16:21 01'03 2 OK *4046 TX G3 5036203433 05/09 09:58 01'02 1 OK *4048 TX G3 5036556769 05/09 10:37 01'44 3 OK *4051 TX G3 2273590 05/09 10:49 02'32 5 OK *4055 TX G3 05/09 11:12 06'35 14 OK *4061 TX G3 503 620 2405 05/09 12:02 06'42 12 OK *4069 TX G3 15417576936 05/09 14:42 05'22 9 OK *4071 TX G3 5032949177 05/09 14:49 08'16 12 OK 4073 TX G3 -2- 2I --70- _ , _. — - _0:5 - a197 15 "24 3 — OK ^ ? ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** ACTIVITY MANAGEMENT REPORT RX * ** ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACTY# MODE CONNECTION TEL CONNECTION ID START TIME USAGE T. PAGES RESULT *4023 AUTO RX G3 291 7995 05/08 13:12 01'05 2 OK *4026 AUTO RX G3 503 228 7365 05/08 13:43 03'11 5 OK *4027 AUTO RX G3 503 693 4722 05/08 13:57 01'27 2 OK *4028 AUTO RX G3 503 294 0223 05/08 14:38 00'37 1 OK *4030 AUTO RX G3 503 692 5421 CITY OF TUALATIN 05/08 14:46 00'43 1 OK *4031 AUTO RX G3 5036205612 05/08 15:07 01'21 2 OK *4032 AUTO RX G3 5032978997 05/08 15:12 00'53 2 OK *4037 AUTO RX G3 1 206 694 5843 05/08 16:50 01'50 3 OK *4038 AUTO RX G3 5036448034 05/08 17:31 06'46 11 OK *4039 AUTO RX G3 202 289 8079 05/08 21:37 00'47 1 OK *4041 AUTO RX G3 503 +464 +2285 05/09 08:38 00'41 1 OK *4042 AUTO RX G3 05/09 08:42 00'47 0 NG 0 #005 *4044 AUTO RX G3 503 6983523 05/09 09:03 01'37 1 OK *4045 AUTO RX G3 503 257 2439 05/09 09:40 00'39 1 OK *4047 AUTO RX G3 8015444579 05/09 10:29 01'02 2 OK *4049 AUTO RX G3 503 639 6795 CITY OF TIGARD 05/09 10:41 01'13 2 OK *4050 AUTO RX G3 503 241 1514 M C M ARCHITECTS 05/09 10:46 01'28 2 OK *4054 AUTO RX G3 5032881680 05/09 10:58 01'30 2 OK *4057 AUTO RX G3 5036556769 05/09 11:34 01'01 3 OK *4058 AUTO RX G3 5032244836 05/09 11:43 01'17 2 OK *4060 AUTO RX G3 5033732007 05/09 11:59 01'02 2 OK *4063 AUTO RX G3 5036556769 05/09 13:31 01'00 3 OK *4064 AUTO RX G3 8178607113 05/09 13:41 03'04 3 OK *4065 AUTO RX G3 503 225 1860 05/09 13:50 00'53 1 OK *4066 AUTO RX G3 05/09 13:54 01'32 2 OK *4067 AUTO RX G3 503 620 2086 NICOLI ENG.,Inc. 05/09 13:58 01'12 2 OK *4068 AUTO RX G3 503 241 1514 M C M ARCHITECTS 05/09 14:34 03'11 4 OK *4070 AUTO RX G3 503 632 4835 A Pro Fire Sys 05/09 14:40 00'53 1 OK 4074 AUTO RX G3 503 243 2944 05/09 15:03 01'20 2 OK • DAVID EVANS AND ASSOCIATES, INC. May 7, 1996 D 2828 S W Corbett Avenue Mr. Brian Rager 1'I AY 9 1996 Portland, Oregon 97201 City of Tigard CITY OF TIGARD Tel: 503.223.6663 Engineering Department 13125 SW Hall Blvd. Fax: 503.223.2701 Tigard, OR 97223 Subject: Summerwood Village Townhomes. Final Plat Review and Building Permits Dear Brian: It is my understanding from our conversation last week that the City of Tigard will issue full building permits prior to the final recording of the plat of Summerwood Village Townhomes. This is due to the backlog of plats (9 to 12 weeks review backlog according to Gilbert Arp) at the Washington County Surveyor's office. This letter confirms that the developer can obtain building permits for all phases of the work once plans are approved by the city. Yours truly, DAVID EVANS AND ASSOCIATES, INC. Jeffery S. Whitson, P.L.S. Project Surveyor JSW:kyg o :\project \b \bowx0034 \tigard.doc BOWX0034 cc: Nancy Hubbard Brent McMahon • M O M B E R Outstanding Professionals ... Outstanding duality P 5 I T I A I R °F • • Route To: • 1. Planning ✓ 2. Building ✓ 3. Engineering Tech I 4. Development Review Engineer ✓ FINAL PLAT R7VIEW CHECKLIST 9� — CO VP � Cpl (� 1�►.10 f( c1zE&'r Plat Name: 13/4 Case Number(s) !ALP `l +- CO2. 2.. DATE RECEIVED: 4. (Z `1(.0' DATE FORWARDED TO 4. Z( - R(o To: Wk.- D. Planning Division Check if Check if Considered Okay 1. Phase boundaries 2. Lot and/or tract size and configuration 3. Lot numbers Ca"' 4. Access restrictions, reserve strips 5. Condition of Approval Satisfied • 0 0 6. Public & Private streets (location, width, etc....,) 7. Preliminary Plat approval date - 1 yr period OK 8. Special Deed Restrictions (C.C. &R's) 0 9. Open Space (Deed or Dedication) 10. SPECIAL SETBACKS ARE 11. Assign Case Number (above) Other Comments: By: il/ N G -.0 ZZ Planner's Signature Date , FORWARDED TO BUILDING DIVISION: Date Page 1 of 4 I. `ENGPM'- DEVFLN- PLAT .DOT BUILDING DIVISION • • • Comments: as By: � (1(3 Building Dept. Signature ate FORWARD TO ENGINEERING DEPARTMENT (Ann.: Engineering Tech/Engineering Records) Date ENGINEERING DEPARTMENT (Engineering Tech) Check if Okay Street Names Acceptable Manhole Numbers ❑ Assign Address(s) - (front page) Update City - wide maps Comments: By: (/2 44ad J/ //J3fW Engineering Tech's Signature Date FORWARDED TO DEVELOPMENT REVIEW ENGINEER Date Page 2 of 4 I .ENOP1UV- OEVrrNauT.DOT • ENGINEERING DEPARTMENT Check if Okay Public Improvement Plans Approvable /Approved o Public Improvement Fees/Deposits Right -of Entry, Release & Waivers, Easement (onsite - offsite) Public Improvement Agreement Public Improvement Assurance Conditions of Approval Satisfied? El Sewer Availability Letter Prepared CI Joint Access, Non - Remonstrance Agreement El Comments: By: Development Review Engineer's Signature Date Page 3 of 4 I:'Es:OPRI\' -DEV F1N.PLAT.DOT • • Returned to Surveyor for Correction BY: a- DATE: •1•'`7 Corrections Reviewed and Approved BY: DATE: °U " t"` Forwarded for City Signatures BY: DATE: V - t - Copy of Signed Plat Made and Put in File BY: DATE: e ' - s(o Released to Developer for Recording BY: DATE: e5 • ( (c4p Authorize Eng. Tech I to release addresses BY: Date: • • Page 4 of 4 I:`E,GPRIV-DEVFN- PLAT.DOT • Route To: • Surveyor Development Review Engineer FINAL PLAT REVIEW CHECKLIST RoviEs.1 / PATH P u4-K. I cd -ocr2 C sort. 94- - 00140 Plat Name: !ALP Case Number(s) MU' 44-002-2- Address: < f 12,5 Att 14v4s> gi514-15 (Do NOT release addresses to the public without consent of the Engineering Department.) Contact name and phone l dtrr .1 2Z- '"(. (o (Fill in when plat is dropped off) DATE RECEIVED: 4. 1/-4u DATE FORWARDED TO SURVEY: 4 1' `j , SURVEY SECTION Check if Check if Considered Okay 1. Street alignment and width, continuity l2 2. Curve, corner, cul -de -sac radii E 3. Dedication, vacation, easement conveyance [� 4. Residential Survey Certificate match the map EK Comments: By: — 5 - 641 rl • 4- - /g -Q6 Surveyor's Signature Date • Page 1 of 1 L £NGPRJV -DE\'FIN- PLAT .DOT • • MEMORANDUM BOWX0034 TO: Brian Rager City of Tigard Engineering FROM: Gary Darling DATE: March 12, 1996 SUBJECT: FIELDCREST COURT CONDOMINIUMS TREATMENT OF ROOF RUNOFF � �""" This memorandum is in response to my conversation with Greg Berry regarding a minor amount of roof drainage directly into Summer Creek. The four blocks of buildings on the north side of the driveway are designed such that there is approximately four feet of elevation drop from the entry finish floor elevation to the lower level of each unit. The driveway half of the roof drainage can easily be picked up and discharged into the storm system which drains through the water quality facility. Furthermore, the middle two blocks of units can be treated as there is adequate drop to tie those roof drains into the storm system. However, the two outer blocks of buildings comprising units B -1, A -1, A- 2, A -3, A -4, A -5, A -13, A -14, A -15, A -16, and A -17 cannot effectively discharge their roof drainage into the storm system. We are proposing that these units be allowed to daylight their downspouts and discharge the runoff directly from the downspouts towards the creek. The approximate roof area is 8,900 SF and the approximate "Q" is 0.55 CFS. We feel that this is more than offset by the collection of about 27,000 SF ( "C" of 0.42) and an approximate "Q" of 1.24 CFS from off -site, adjacent to the project's southerly boundary. Though the actual impervious surface we are collecting is less (3,200 SF), the potential for treating phosphorus will increase as the 3,200 SF of impervious surface is primarily paved surface (SW 133rd Ave) and the remainder of the pervious surfaces are primarily backyards, some of which may have been treated with lawn fertilizers containing traces of phosphorus. Enclosed is a map which identifies the areas mentioned above. Please call me if you have any questions. Encl . - cc: Brent McMahon 6 AI DAVID EVANS AND ASSOCIATES, INC. rg' Wtf"'" A PROFESSIONAL SERVICES CONSULTING FIRM OFFICES IN OREGON, WASHINGTON, CALIFORNIA AND ARIZONA 2828 S.W. CORBETT AVENUE GID:Ish \ roofrun.doc PORTLAND, OREGON 97201 -4830 (503) 223 -6663 FAX (503) 223 -2701 A MEMBER OF SITIAIR *-THE STRATEGIC TEAM OF ALLIED RESOURCES. • I I TRANSMITTAL Date 3/12/96 File BOWX0034 To Brian Rager Project Fieldcrest Court Condominiums City of Tigard 13125 SW Hall Blvd. Subject Treatment of Roof u ‘t S IC % Tigard, OR 97223 OR A 4 199 Item Copies Date Description \ RD '` 1 1 12- Mar -96 Letter w /storm sewer plan drawing Remarks I As you requested I I For your Approval I I Return requested For your information IX For your review I I From Gary Darling DAVID EVANS AND ASSOCIATES, INC. A PROFESSIONAL SERVICES CONSULTING FIRM OFFICES IN OREGON, WASHINGTON, CALIFORNIA AND ARIZONA PORTLAND CONSTRUCTION MANAGEMENT 2828 S.W. CORBETT AVENUE PORTLAND, OREGON 97201 -4830 (503) 223 -6663 FAX (503) 223 -2701 CURLEX HIGH VELOCITY EROSION CONTROL BLANKET PLACED IN SWALE TO TOP ,.,/ � ,/ 7 ,/ OF BANK. FOLLOW MANUFACTURER'S � BEVEL END OF PIPE RECOMMENDED INSTALLATION '� \ \\_ » O 1 TO MATCH SWALE END ORIGINAL INSTRUCTIONS, ` 3 v SLOPE /GROUND Aaw 0 'AM% , , . . „ , . ►= � �� O c� I S \., . \,\\./, STORM SEWER O O O VAR E OUTLET PIPE 500X MIRAFFI FILTER 1 OF 6" R IP -RAP • FABRIC OR APPROVED CR USHED ROCK VOIDS / 3" - 2" EQUAL CR TYPICAL SECTION (0510SLUALE SCALE: NONE _ _ NOTE: PLACE RIP -RAP ON END AND SIDE - SLOPES TO A MINIMUM OF 2' -0" ABOVE SWALE BOTTOM ci.5 L � a U ,Iv / __ _ _ CS OUT L " I I I /, , EDGE OF , '. CUT " w ,v a I F / / / `' • S UBGRADE BACKSL ��PE all d ,i;; 'I" lu, '111 / SCALE: NONE • J . - EDGE �' ,� 52 • . - -4 -4 - - - - -° 4. + d ' : PAVEMENT - �! EDGE OF � , �, � \ ',tip ;c , / . 4 , - n A SHOULDER- �TNLET r�` � �� -.4'.-1.,, F RAME I •° �� • - � • �► 1 . AND I /J��J - b , ._ , I BOTTOM , � NOTE: INLETS ARE TO ° 11 GRATE 1 e > • ` O OF DITCH / � M v v v ww �� v � �� , / ,,,, .rte y BE LOCATED 2" FROM 14 I i s � �� d • n �� CURB AND 1" BELOW l t ` TOP BANK G ? F SL�J;4LE ` FINISH GRADE. TAPER �� I - - AC TO MATCH FINISH t i I C _ _. 28" x 28" C.I. GRATE PIPE NOTE: •. - : . ± _ GRADE. HINGED GLEANOUT : • •° , SPECIFICATIONS F CONC ..--' \ ,. '� y� "A.:\ I L -. ^:21 : W/ BICYCLE BARS PATIO �9 AND MISG MATERIALS USED IN ,,. \, OUTLET CONSTRUCTION SHALL CONFORM ,,,.., 4 " 1 FLAN TO THE CURRENT O S.N D. r f ` „`:..:. • .___--u_=,.. "! "` 45° BEND OR J HIGHWAY SPECIFICATIONS 1=0R �; :: .;:. '°8, P ATIO ,91 I SWAY CONSTRUCTION OR FLEXIBLE _- - •..... • - - � A -13 - COUPL ING - - T = MIMIZISIIIMIZIEI�I� TOP OF SHOULDER _ . - - - E • " MIN. ' ' DITCH . �».,~„\ \• > '' °" - -12 , - , 1 -• , •g -- 1 BOTTOM - n ` �' PATIO II PIPE SIZE AS �5� -= = " =�-,- -- -°=- .- -1,.'��' `sd SHOWN ON FLAN •: 30° - Ps' a -- '}� lg�. DITCH BOTTOM N 774- ° ALT. LOCATION T . • OF PIPE • . ° w (" IOSUJALE DETA1L LENGTH V \ . . ' 1 � � --- _ _ 11 CBIOSLUALE SCALE: I" ■ 20' G I.\ 24" SQ. 10 GA. OR I J4 �h �\ �i } 1 \ ` \ . � ! I.E. AS SHOWN PLATE INTERIOR 4 , ■ '' • ON PLANS EXTERIOR PAINTED \ = _ .1. • ° . _ ` / WI ASPHALTIC PAINT • .' x 6 „ 2 ' 1 611 2'-33/8" 3' 3' -3 2 SYF ON CATCH 13 SfN SECTION A -A SECTION 5 -5 C3 SCALE: NONE STANDARD 1D IT-4 INLET DETAIL C 3 SCALE: NONE I I • Illd > I 1 3 N- ® STA. 4 +10 LINE "C" STA. 5 +13 LINE " S" . . STA, 1+00 LINE "C -211 I inn � - :;�,.,. 1 STA. 1+00 LINE "B -1" ', . . STORM SEWER MN I ,,�. � � STORM SEWER MN RIM 182.5 RIM 184,8 I.E. 118.18 6" c� �� 1 I.E. 118.43 6" I.E. 118.61 8" 41 ° �,, I.E. 118,60 8" � ° I.E. 178.28 12" , Z,:',. I.E. 111 12" 1' !•i 180 3 Ce0C:sli,,,,_41?-1-.:820.4.54:3. ©P IO WALE ®� or 117 1 6 " OUTFACE ■ W I I.E. 179 13 .180.3 _ . ;r,� `� 5 G.Y. RIPRAP , .... t E- I 184 5 1 V STA. 2+49 LINE u' 1 ' STA. 1+00 LINE "G -1" i8 L 1= 6 180.3 -- STORM SEWER MI-1 11 - Z `\ '. 184 5 A 2 ~\, RIM 18.4.5 5 =0.0 y I~ , - ,2 3 I.E. 111.81 8 11 �_ . ,,;, - �,,. � • �� ► CB it - 7 ITCH INLET 4 .�: € `�� 3 I.E. 111.64 12 I .E. 113.00 n.•G -0 449 X t � ' r RIM 182.E I.E. 1��.39 15" V3 -- 1 8 0 Ell :•4 .5 11 11 _ 15 "` ~ I.E. 111 .. _. • 6 LINE �B ST01�F'I SEWER OUTFACE - 1 - '°" ST+00 LINE B -3 1 . '® 813 p € v 8.3 " \� '�. ` WER MN STA O 10 ST SE I•E 1 14 85 \ 182 5 sue t -• 5 C Y RIPRAP + � , A 1� � 0 '� RI3 , 6 � � � 4 ° 181 3 � � � " STORMS R OUTFACE 1 � _ .. p ° ' �'o" CO STA. 2+85 I.E1 8 STA 1 �� r` LE6.66 15° I.E5� -. 1 1 85 RIM 184.5 /� a5 I STORM SE R MN ER M1-1 , a, „< E 1 8 50 STO SEW 5 181.3 ` \ "` 182.5 1� 8 3 - RIM 183.8 G8 1 ''t ~, A-1.: 1 I.E. 180.50 4 '�0 �; _ RIM 180 O � �/ �. ., :J.. 6.18 15 '' C8 0 � D M AREA � R41 I 1 IM 183.5 . E. 115 8 _ _ 18 ac x - , .. _.. - -� - - " _ _ 181.3. � • ., RIM 183.a ' INI , 1 19,50 1 `�7 Alr� � LE. 115.15 15 : I Mr ` . , ..; RIM < ��" � � a - , • Ri •¢ S A 4 � I,E~ 1 %1.3 i \ 180 3 .1 I � 1 85.5 611 C � + o Q' w ,: +8 184 5 A_6 180. 180: 0 LF 15 I I 181 s� 1 - 182.5 / , • L E . 119.42 w 1 8515 �I • =0.015 � ,,,,, A 13, , _ /� �/� Q X 3 S " / !rw' - � -� ° 180 3 4 CD . 185.5 i 1 ait w i ill I , - I eo 6 A 12 -1;E. ,•. LF c0 1 1 1 1 r1 • 184 5 180 s = i \ z L .1 81.50 �'� " i I A � - 4" CO 1 .�« °" - -,."` - 180,3 6 11 GO 185.'5 I \- \\4 LE• 18� ~50 , _ 184.5 18 • I ~E. %JOG A -1 L I .181 ~501�� 186.5 I +- i > L : . 1 .- - 1 80.3 1 . GB ... I . . 1 8��.50 A 8 182.3 182.3 1 84 5 - \2 � I I 1 W p 1 ` I 1 8 I I s 182.3 : B - 6 A -10 I \�\ \` • f L RIM 1 82 . 4 4" Co 82 3 18 1 8 3.5 �-„ �.. � * 4 � 10 3 � a B -s _ �- • - 116 �O 184.5 8- 5 LE~ 111." O c z IN IIB11 79 L I .'. m --- _ -1 E 1 c 1� # 11 2 11 L,;r „ 184.5 WI ire , d T S STA 1 O IN B /t 184 , _ 1 t ._ p �� 186 m - - - { 1 , i � 186 5 186.5 GO _ i - c- STO4 184.5 � � RIM 18 '" "�.: ,i 4 CO O 184 5 1 F I # f 1 I.E. 1 1865 'w °" - 875 # i _ r0 'C r� .• �m � `� � „ � • C 16 �' , „ �` Z �_ _ _ O, .,,�, GS � 83 5 8 , � 5 I 1 DAVID EVANS AND ASSOCLATES, INC. 1 Ni I.E. 1113312 r . , I.E. 111 08 15" 186 , > a ` r - • I Rf ►- 8 c 1s f t E J W I 184 5 18��.5 C_ 184.5 { µ x �I Q j \ � I ~50 1 86,5# j x _ NGIA'EERS, SURVEYORS, PLANNERS, LANDSAPE ARCHITECTS ® 4 ; -.° * .. " " .' I `! = :C 12 - 1 6 1 f W. CORBETT AVENUE PORTLAND OR 972 €U1 503 223 6663 c= I � CO . �$, s 8 { , 2828 5 ) a 185.5 , ' " _- 0 186.5 ' + l r , € `.. r�� 4 11 5 3 '.. ,f C 3 F 4" CO S ORM SE l ER MH 0 Op o � 3 0 185.5 1� 1 . " ! w s = o.o � ' j� ' = .50 T i ' _ ___ : _ { _c_1-3. , 185.5 IE. 2 185 5 I R M 18 - 1,0 � '� .5 Y V �� 11846 - .,�+QO - / 186 i ' Y / I R -) 1 86.5 1 86.5 .. 186 5 50 T "�E ' M �' . RIM 1845 186. � I � ... � - � S H - _ 1 8.5 " � 1 � - �►.. 6.5 ' - - 1 184 . , O R T I." UORTH _ � -- >� ..... x � � 18.5 , ` 6" CO � � • J # C 14 _ cv . LE 180.60 I , 18.5 O Jc0 O� iiM 185 - -�. 181.5 187.5 181.5 186.5 1 188.5 € • 186.5 D - O 1 86.5 186.5 u: •I I . ' , 82 0 -. 1 ii I ;, 0 I \ \ D -1 1 86 . 5 p -3 DD =4 ,1 1 Z m .. 18D 5 - 188.5 :_ . •� + s „ 1 al • �� C I to _ ®- _ • „ y " \ !, x W ® I co I O •_�'�� ±.! LE. 183.50 _l 0 GO 186.5 187 5 4 G t 181.5 I.E. 184.5e O 1 ; ;' x `\ I E, 18 .55 �� M bt I.E. 119. D 10 I.E. 182.50 0 ¢ 1\ 189.5 189, 5 T I G A R D OREGON ` " , 4 _Cam-- 186 - •48• . E - 6 18-15 e,(9" 187.5 18 ` { 188.5 LL t D -11 D -12 1 .� IIIII_I,��,,,��... - _ �u D -8 D =9 181 5 O I t 188 .. . • - - w ° `ry I. W I C -9 C - 'u ; 11 --,...„ IF "CO !' - .... 4 .............. I I . 2 c0 .� , 6 co 1 I.E. 185.5 ~ WWc MCMY0001 I t '� O ' •, - Ind s ■ , g I.E. 83 ~01 p .� L • (32.15 -O \ 59 F 6 -` 3"I LF •'�� \ 80 LF 6" m. „ �. _. o off NO. , MCM -4OF4 V _.._~ \ STA. 1 +95 / uml nn° v \ ' \ � w- ` - a- ._.e._• \ , ... _ STORMS WER MN I > S = C"161 \� = O h W , 1996 \ A'A RAIN .� r ta�V;a^k'3Fda�' iw's.q , I _ . 1 AA RAIN J I StA 1+81 ' RAIN j :I ! .. ,.m..-- .- •••~• 6 C O ; RI M 185.5 RIM 185.5 I.E. 180.91 6 ° STORM SEWE - MI-1 ` I.E. 182.0 I.E. 180.80 811 1 RIM 185.5 RIM 186.0 RIM 185.5 }� 181.2 - -� " I.E. 181.85 I.E. 182.5 I.E. 182.5 I.E. 111.12 15" I.E. 182.50 RIM = 188.58 I - - ) ,> LE. 182.10 �� I.E. 181.05 - - - \ 9 I I \ x - I x \ 'I 11 20' EMERGENCY AC ESS ROAD TEL WOOD TEL ��) I BARRICADE (::::) 10 20 30 60 120 RIM = 188. - 11 �� x x ll • • I k S IDEWALK 1 , j, I \ x STORM SEWER PLAN cc) j 3 (6 w SerNO. > C3 cr TRANSMITTAL �� Oh o f IkGP''l® Date S /�� n File Wre 4—rect..'" To a ria Al if Project G ,1, arc '7 . y®r'd e>7,/ l7eer; " d e,,,4 Subject f#i f > .r,,, "LET 12 /2s S.w ,9 1 / 4'/ I 7 LQvck / O4 97Z73 §)@)11n) Item C,,' Date Description • �1 � � / ,1 . , - — . ., S . / 1 . ,-°-.*-. r r\ cv, , AI ,,i , 11 .....Mi. ‘‘ z, ( . 1f Remarks ,e4-46 ��t / /l -•fGt) <'Gi. / - d°1. -Sc. c.. GL�A ❑ As you requested ❑ For your approval ❑ Return requested ❑ For your information ❑ For your review ❑ 7 fv From # _ Il.' ---- -a //i ..../.—.1 A. . J : ' E. AND ASSOCIATES, INC. A PROFES • NAL SERVICES CONSULTING FIRM IN OREGON, WASHINGTON, CALIFORNIA AND ARIZONA 2828 S.W. CORBETT AVENUE PORTLAND, OREGON 97201 -4830 (503) 223 -6663 FAX (503) 223 -2701 y PAR[I - „ P ARTITION PLAT NUMBER , L . • ' . . p A R ...., 1 .......... ,........._... : . ... RECORDED AS DOCUMENT NUMBER- ,a f i FOR . -� SCHOLLS_ FERRY ROAD L.L.C. - - , - SITUATED IN THE NORTHEAST T AND SOU. THEAST ONE-QUARTERS OF SECTION 33, ' } ' TOWNSHIP 1 SOUTH AND RANGE 1 WEST OF THE WILLAMETTE MERIDIAN ' - CITY OF TIGARD, WASHINGTON COUNTY, OREGON : - NARRATIVE: SCALE: 1 =10U APRIL 4, 19 6 THE PURPOSE OF THIS SURVEY IS TO PARTITION O C _ - , ° THAT PROPERTY DESCRIBED ;N DEED TO SCHOLLS . _ . R� ROAD L L C. A, FE, � Y R0. O, OREGON LIMITED LIABILITY 1.1-,,, ' COMPANY RECORDED JUNE 30, 1994 N FEE NO. - DAV'D EVAN3 AND ,ASSOCIATES, ANC, _ 2828 S.i�J, CG�3ETT AVENUE 94-- 062792 WASrTNGTON COUNTY DEED RECORDS. I=CeT!_AN>�, CF EGGN 91201 g `- - BEARINGS ARE BASED ON THE CEN TERLINE OF S.W. - (SG3) 22. -0643 HANKS BEARD ROAD PER S.N. 23,214 AS SHOWN. , " - THE CENTERLINE OF S.W. 135TH WAS ESTABLISHED - BY HOLDING "THE MONUMENTS AT THE P L'S 1,--?.ER - A = 24' C8' 43" FD 5/8" I.R_'1N /YPC . ° S.N- 23,13' AS SHOWN THE CEN,TEi»L1NE,ANQ , F2 : 200.00 " ALPHA ENS;, +NC." L . $4.28 , 25 0.83 SOUTH • 2,40 WEST - - . RIGHT -OF- NAY LINES CF S.W. F VWKS BEAD STREET = q c R _ J LC = N 78' 01' 25 W OF N E. CC, ADDITIONAL ROADWAY DEDICATION( . WERE ESTAi3USHED BY HOLDING/ THE MONUMENTS PER 83 66 _ HELO , CASTLES AT BRITTANY •_ 37� YELLOW PIPE W /YPC {L- 5x.45) • 59 S N. 23,214 214 AND RECORD DEED' TA PER *DA1�1, OEDICAT,OiN BRITTANY i q BRITTANY SQUARE NO. FO I.R,,N/ YYG FEE NO.'S 89 -30141 AND S 3O142..'.T'E� OUTF RL L =73,75_ 5 4 3 4 SQUARE NO. 3 ' ` N 0 03 ?2" N 26 31(26 31 S,N. 23,214) ._-__ '- F D 5/8" 1.,R W/YPC - 2 "AtPI "ALPHA ENG , INC." Ft3 5/8" FR., 7 /YPC 67 , T • AND EASTERLY LINES tir,'ERE ESTAi3L +SI I HOLCII�'G THE ;ELD "ALPHA ENG , NC." / 1 , � - +- "ALPHA ENG. +NC." it ' ' #BEST FIT TO AD JO,NING PLAT VO,NUVENTS A` �S1- 10A . THE A - 24' c8' a 3" `� - ,_' ` �' . ` �BL�S� L = 14.52 .HELD `?� z z R ( I� lIilAL PAI REEN'�NAY PARCEL WAS EST, EQ BY,.#,CL1 NO RECORD e = 200.00 {L =14.56 PLAT) S.W. 3 PLACE- ' I L- A ' \\\ (` 83.19 S.N. 23 77 76 7 75 73 9 72 FD 58" I W /YPC �ETyO DATA fPER GREEN,NAY DEDICATJCN EE N0. S9 � L �8 S o' 03 _ E t z � 1 L--5.81-- "00 34 c3 . � .F S 0 0 3 3 2 E 983 c , OTI,K I.N tS 7833 HELD " ► LC = S 7O' O1 25" E - 1. �_. - _ __�_, -- _ -- - ?4.86 71 95 (_: 125 21 iNSCE 2 ALVANJ +2 D, iRG, PI { , E F�tC>A EAST TO WEST TO ; NTERSEG, ' EASTERL RIGHT � + _ - - - ' • • 1 83 66 L -94 82-- - 1 �2 53 312.47 -�- " ' 1 ~ OF-WAY OF S.W. 135TH AVENUE. ' ` . . \ • 378.79 " j " " • L =59 21-_ _ S 0' 03 X32 (378.79) • p'0 B. {312 3a) S 8 03 43 E S 0 03 32 E 292.02 -� FD s/s I UNDER . LEGEND: - (L =59,19 S.N. 23214)' L -39.15 N . S 61' 00' 19" W'(- 29.07 ` 04' » (292.02) x TR EE D O N OT TIE f ' , q A = 142' 14' 41" 63.61 N 77 04 17 E 56 t - �, ° BENT = 77 13 14 ' 0 23 SOUTH -�� x t2 = 38.50 64' 58' r 41.90 „ � 34 = 18 #. = 95 58 4 58 08 W _ " " ON LINE _ . . 0 34 EAST N 7 5 8 21 E - F FO 2 BRASS CAP N MONUMENT BOX ( CF SECTION ";I LD. 25 25 L = 24 ' = - LC = N 38 40' 09 W N 11' 28` 28" ,N - & 8 - - A • 19' 28' 20* - 22,49 - , 72 86 S 82' 46' OS" W 49.34 �; . • `tk FOUND 5/8" I R. WITH ALUMINUM CAP "'NA <ER__& ASSOCIATES, INC," Y A = 59 a2' 25" "' • PER S.N. 23,14 IRS 175.00 48 .47 ", 55 R =13 00 • - . N 69' 25 06 E- z 0.06 soUTH ; ; FOUND 5/8" I.R. 'MTH YELLOW PLASTIC CAP "`T\ BURTON LS 590'' !. , "I I 21' » . I 'r�, LC r $ 80 21 37 E • N . I I LC -= s 2s _47' 40" ,,1 S 5. 21 , ' W 59.45 • ,� PER PLAT - OF BRITTANY SQUARE NO. II \ 59.19 17.92 35.60 • ' ' 0J FOUND MONUMENT AS NOTED . o N S 83 ' 19 ' 29 " N fib' 42' 09" E J - - I 4 7.05- - r , 51.78 - • IRON O x ""`s a SET 8 X 3fl R �N ROQ ,V1 Tii ' YELL �N PLASTIC cv • - N 69 52 50 _ E-_- � t E - - -1 . _ - CAP STAMPED "DEA INC. " -' . ° 47.74 01 S.W.. 133RD AVENUE , a ( ) RECORD L N . _ ! S 84 '' 07' 52 " W CITY OF TIGARD : . ?ECORD -DATA PER DEED UNLESS OTHERWISE NOTED `,- ;,, N 49 } .64' GREEN » N 73 17 30 E - ' , • ," 1...... 1...... d FEE NO . $9 -24391 / ¢ CN L i7NJE w5-� �. 47 © 5 I.P. IRON WITH ITH YELLOW PLASTC G`A� w el s: S $2' 21' 23 W 2 S.F. OR �i 46.77 5.068 AC " . „ ` �� r B.S. T3RAS5 SCREW STA. S TA TiGN ,r 1 ; v ` ` L S 8 S7 O 0. - IRON ROD P.0 3. POIN OF BEGINNING. _ ' v ` v, `H' Pi S 86' 02' 38 W. 45 99 E % ON LItiE FD. FOUNT) '" ° o i z -22 3 PARCEL 2 - 24.24 S NOT A PART OF THIS- ! PARCEL 1 �' • N .. , z vi P ARI7TIGN PLAT 52 - S.F. SQUARE FEET �, �, 'RI 346.665 S.F. or fit ' y - OR N 87' O 5 81 33 00 E - 2 04,972 S.F. OR 01 I;' N w w ' ' 7,958 A CRES 48.77 61 4.706 ACRES' t +` SHEET 1NtEX:_ . . v) ,,-0 1� N 86'39' 22" W r �. 51 .= ° N M 43.86 5 68' 00 1i E -�-� �? . x SHEET 1 MAP, NARRATIVE, NOTES, LEGEND, R EFEREN I %' TABLE . - _ � ° 37,44 �G!� Lr'o , v ` ° ° ' N 85' O1 26" S 63' 26' 2 5" E - =� # - , 50 O . • . SHEET 2 : SURVEYOR'S CERTIFICATE, DECLARATION, ACJNO`�'� EDGMENT, (.4 ca z 0 54.11 313.70 F ' � S UN LINE - w : APPROVALS, CONSENT AFFIDAVIT. ° „g <,, : .,. ,.` o cc CO N 88' 22 06" E� cV a • ,- m z N 79' 11' 11" 1Y 42.94 0o 4s v NOTES: ,' t, ' • t, 41.32. S 77r 31* 31" E _ -a- • , 0.13 NOR TT; "' • GEODETIC MONUMENTS OF t� 0 0 N 76' 43' 09" W _ 32.94 c � 48 z '' - THERE ARE NO APPROVED GEOC M RE ORD' AT THE r " : -. Q S'S4 15 19* E -�, z WASHINGTON COUNTY SURVEYOR'S OFFICE MTH.N ONE -I-fi, LF MILE CF < 41.46 • 48.39 0 NORTH T HIS PARTITION PLAT. `t13 d • 77 07 53 N 79 11 . 1N _ - n 1 1 cI DETOUR S 58' 0 ?. ' 15" E -- 4 7 , REFERENCE TABLE: = 22.00 43.89 EASE PER , . ; . , 3 1 25 25 • 3 , " • $.73 ;�► ._� !. 2 9,62 (I. 29 62). N $6 28 01 W asE Na o� 9z S 64' 56' 58" E---.... ' OF D 5, /8101 UNDER Nf1 ER SURVEYS: PLATS: F D, 5/8" i.R. ;' /YPc - LC • N 51' 20' i t E 45.37 41 . - r _ "ROBERT `v�E NC. " 27.430 12' 45' 35 - N 86' 01 ' 46 * W 7.66 ` _ _ i . 5 N. 23,139 �i ) Oi : • S 62' O8' 31" E 46 BRITTANY SQUARE E '! r0N 8t, PER S.N. 23,139 HELD L p _ v S.N. 23,214 BRITTANY SQUARE NO, iI ' `if - S . 01 Pi S TA , 70 + 84.66 . IR • 570 S 822 3 9 " S L.226' fl 45�,,N 42.20 ., ,. 14 R tW , ,, y , 0 NORTH S.N. 19 ,8 3811 T,"+NY S � 0.0 NOR ni L •` 196. 4 (L =126 95) ,/ S 60 13 44 E ---a; o• 0 ' SL OPE EASE'JEN PER ' - SQUARE N0. P .`1 34 29 \ - S.N. 23 133 SQUARE N0 4 0.12 ti'�1 sT LC • N 6' 23 33 E S 60 46' 11' W ' ' " 47 34 / � �'o FEE No. 89 -203 BRITTANY Q. S.N. 19,5 v +y . -- - s 60 22 43 ` sue s , ..' 45 C ASTLES AT. BRITTANY -,,� ' ' 126.38 3 11- -- s � 50' -� 16• : 0.1 WEST (311.63) * , " 48(39.55) ! 710.00 :v S.N. ,� - __ s 5 g 25 39. 378 92 S 22 091 a-= - �_ _ 0 . p, 5" - - - _- - - - - � - _- -- s 89 58 �6 ,r o09 n q } REC,137E.t� D - S.N. 22 - PROFESStQNAL �. 4:i e ._ _ 0 _ 1 i E 11. 12.5 (12,66) \.,,+ _ 1 53,a5( 1s868) N 0' 00 X 45" .E_ - , _ , F; - i q 24 4 N ORTH .. LANs surlygYt3R A = 25' 27 02 4 ' 0.13 WEST N 0', 00' 45" E 849,3 9 34 5 N. 23,214 >n - �= � R = 600 00 P.R C 69+-53 6; -*A, _ ----4..„L, 855 94 (856_00_S N. 2 3 , 139 ) +�, - t _ i , t- = 266 52 CENTERLINE !NIX. 63 +50,09 ` - - --� p c i 67 +79.86 S 40' 00' 45" E .- !�I 0' 00' 45" E. 943,42 (943,43 S.N. 23,139) - - - -�" - 7 q _ 155.49 , x : s ''" LC N 3' 52' 43 E FO. 3/8 # R. �N /YPC - - __ �� f _ q q 264.33 ROBERT NEYERS, INC. a S.W. 135TI� AVENUE -" FD. " t t}R �GCOl1 '° PER S N. 23,139 FD. 5/8 1.R �J /Yi'I; "ROBERT JEYERS,�� NC, IY 6, 1E84 " • ' _ Ju • ' ¢ \ .IEF.FERY' S. WHITSON _ STA. 69 +16 ^01 4 83 RIGHT � ROBERT IvIEYERS, INC, IN + 8 P " , ONi BOX_ PER S.N, 231.,9 N ,ION BOX PER S.J, 231.,9 HEW , - `' \ ` 61 F O. 2 BRASS CAP iN MON D ° ° I. + ANGLE PT. 59 -23.92 P # 6 8 6 .73 63 L F . COX PER USBT �.!{ 4 PG 30 6.630 • _EFT f,^ti'E1'dAi�ti` D'� TE - z -n6 i�,r Sii CO. `L'R�'EYC i 's X56 A = 5' 35' ?_9" - . _ HELD STATIONING r cllz 33 ls1 = 600.00 JOB NO. C301�,�X{�03 I HERESY` CERTIFY TilAT THIS; TRAC.NG STA. 691.14.27 1.53 RIGHT L = 173.75 ` .s AN Ex1� T COPY OF : t E, ? c +NAL PLAT. I_c = S Ee 18 30 " ,V 173.14 , .. - - SHEET 1- OF 2 - - , ,I =.. -, - .. - - _ - PAR PLAT , P ARTITION PLAT NUMBER { FOR - RECORDED AS DOCUMENT NUMBER SCHOLLS FERRY ROAD L.L.C. SITUATED IN THE NORTHEAST AND SOUTHEAST ONE - QUARTERS OF SECTION 33, � ► TOWNSHIP ,.1 SOUTH AND RANGE 1 WEST OF THE WILLAMETTE MERIDIAN , t ` CITY OF TIGARD, WASHINGTON COUNTY, OREGON . k S URVEYOR'S CERTIFICATE APRIL 4, 1996 APPROVALS . I, JEFFERY S. WHITSON, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE 'C::.) APPROVED THIS 0 Y OF , 1996, - STATE OF OREGON, DO HEREBY STATE THAT I HAVE CORRECTLY SURVEYED _ , - AND MARKED WITH PROPER MONUMENTS THE LANDS REPRESENTED ON THE CITY OF TIGARD IN - ANNEXED MAP AND AT THE INITIAL POINT OF SAID SURVEY, I FOUND DAVID EVANS AND ASSOCIATES, INC. - . A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "OTAK INC. 2828` S.U. CCRF3ETT AVENI.E LS 1833" INSIDE A 2" GALVANIZED IRON PIPE AT THE SOUTHWEST PORTLAND, OREGON 91201 BY: CORNER OF LOT 72 OF THE PLAT OF BRITTANY SQUARE NO. 4, (503) 223 -6b3 • A DULY RECORDED PLAT IN WASHINGTON COUNTY, SAID INITIAL POINT ALSO • - -- FALLING ON THE NORTHERLY LINE OF LOT 67 OF BRITTANY SQUARE NO. 3, DECLARATION . A DULY RECORDED PLAT IN WASHINGTON COUNTY; THENCE FROM SAID INITIAL -- APPROVED THIS , DAY OF . , 1996. - POINT I RAN SOUTH 89 58' 26 WEST TRACING SAID NORTHERLY LINE KNOW ALL MEN BY THESE PRESENTS, THAT SCHOLLS FERRY ROAD L.L.C., AN WASHINGTON COUNTY SURVEYOR AND CONTINUING ALONG THE NORTHERLY LINE OF BRITTANY SQUARE NO. II, OREGON LIMITED LIABILITY COMPANY, IS THE OWNER OF THE LAND REPRESENTED E R - A DULY RECORDED PLAT IN WASHINGTON COUNTY, A DISTANCE OF 779.73 ON THE ANNEXED MAP, BEING MORE PARTICULARLY DESCRIBED IN THE ACCOMPANYING _ ' _ FEET TO THE- EASTERLY RIGHT -OF -WAY LINE OF S.W. 135TH AVENUE; THENCE SURVEYOR'S CERTIFICATE, AND HAS CAUSED THE SAME TO BE PARTITIONED BY LEAVING SAID NORTHERLY LINE AND TRACING SAID EASTERLY RIGHT -OF -WAY INTO PARCELS AS SHOWN ON THE ANNEXED MAP AND SAID SCHOLLS FERRY ROADS LINE NORTH 0' 00' 45" EAST 378.92 FEET TO THE SOUTHWEST CORNER L.L.C. DOES HEREBY DEDICATE TO THE TO THE PUBLIC FOR PUBLIC USE FOREVER _ ` OF A GREENWAY DEDICATION TO THE CITY OF TIGARD, RECORDED MAY 5, ALL STREETS AS SHOWN OR NOTED AND DOES HEREBY CONSENT TO THE PREPARATION 1989 IN FEE NO. 89 -20391 WASHINGTON COUNTY DEED RECORDS; THENCE AND RECORDING OF SAID MAP. ALL TAXES, FEES, ASSESSMENTS OR OTHER CHARGES, AS PROVIDED BY . LEAVING SAID EASTERLY RIGHT -OF -WAY LINE AND TRACING THE SOUTHERLY LINE OF SAID GREENWAY THE FOLLOWING COURSES; SOUTH 60' 22' 4-3" ORS 92.095 HAVE BEEN PAID AS OF 1996. EAST 39.48 FEET; THENCE SOUTH 60' 13' 44" EAST 47.34 FEET; THENCE F SOUTH 62' 08' 31" EAST 42.20 FEET; THENCE SOUTH 64' 56' 58" EAST IN WITNESS WHEREOF, I HEREUNTO SET MY HAND AND DIRECTOR, DIVISION OF ASSESSMENT AND TAXATION 41.93 FEET; THENCE SOUTH 58' 02' 15" EAST 38.73 FEET; THENCE SOUTH SEAL ON THIS , DAY OF 199 WASHINGTON COUNTY, OREGON 54' 15' 19" EAST 48.39 FEET; THENCE SOUTH 77' 31' 31" EAST 32.94 _ FEET; THENCE NORTH 88' 22' 06" EAST 42.94 FEET; THENCE SOUTH 63' 26' 25" EAST 36.70 FEET; THENCE SOUTH 68' 00' 11" EAST 37.40 FEET; BY . THENCE SOUTH 81' 33' 00" EAST 61.46 FEET; THENCE SOUTH 89' 57' BY: DEPUTY 01" EAST 45.99 FEET; THENCE NORTH 73' 17' 30" EAST 47.66 FEET; THENCE SCHOLLS FERRY ROAD, L.L.C. WALTER BOWEN, MEMBER . NORTH 69' 52' 50" EAST 47.74 FEET; THENCE NORTH 68' 42' 09" EAST 47.05 FEET; THENCE NORTH 69' 25' 06" EAST 59.45 FEET; THENCE NORTH 8A3 FEET; THENCE NORTH 2 FEET TO HE WESTERLY 017" EAST 0Y F THENCE SOUTH 84 03' 43 " EAST 29.07 LINE OF ACKNOWLEDGEMENT STATE OF OREGON - SS SAID BRITTANY SQUARE NO. 4; THENCE LEAVING SAID SOUTHERLY LINE AND COUNTY OF WASHINGTON TRACING SAID WESTERLY LINE SOUTH 0' 03' 32" EAST 292.02 FEET TO . STATE OF OREGON • • SAID INITIAL POINT. COUNTY OF WASHINGTON I DO HEREBY CERTIFY THAT THIS PARTITION PLAT WAS RECEIVED FOR TOGETHER WITH THE FOLLOWING DESCRIBED TRACT: RECORD ON THIS DAY OF ,19__ , AT BE IT REMEMBERED THAT ON THIS DAY OF ,1996 O'CLOCK 1 M., AND RECORDED IN THE COUNTY CLERK RECORDS. BEGINNING AT A POINT OF INTERSECTION OF THE NORTHERLY LINE OF SAID BEFORE ME, A NOTARY PUBLIC IN AND FOR SAID STATE AND COUNTY, , CITY OF TIGARD GREENWAY AND THE WESTERLY LINE OF CASTLES OF BRITTANY, PERSONALLY APPEARED WALTER BOWEN, TO ME PERSONALLY KNOWN • A DULY RECORDED PLAT IN WASHINGTON COUNTY, SAID POINT CF BEGINNING WHO BEING DULY SWORN DID SAY THAT HE, WALTER BOWEN, A MEMBER BY: FALLING NORTH 0' 03' 32" WEST 604.49 FEET FROM SAID INITIAL POINT; AND OF SCHOLLS FERRY ROAD, L.L.C., AN OREGON LIMITED LIABILITY COMPANY, DEPUTY COUNTY CLERK RUNNING THENCE TRACING SAID NORTHERLY LINE THE FOLLOWING COURSES; HAS SIGNED THIS INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY. SOUTH 61' 00' 19" WEST 63.61 FEET; THENCE SOUTH 64' 58' 08" WEST AND ACKNOWLEDGES SAID DECLARATION TO BE A FREE ACT AND DEED. . - 48.95 FEET; THENCE SOUTH 82' 46' 08" WEST 48.47 FEET; THENCE SOUTH . 82' 21' 32" WEST 35.60 FEET; THENCE SOUTH 83' 19' 29" WEST 51.78 • --. - FEET; THENCE SOUTH 84' 07' 52" WEST 49.64 FEET; THENCE SOUTH 82' • STATE OF OREGON 21' 2.3" WEST 46.77 FEET; THENCE SOUTH 86' 02' 38" WEST 24.24 FEET; SS THENCE NORTH 8T 07' 37" WEST 48.77 FEET; THENCE NORTH 86' 39' 22" WEST COUNTY OF INASHt1vGTON 43.86 FEET; THENCE NORTH 85' 01' 26" WEST 54.11 FEET; THENCE NORTH • I DO HEREBY CERTIFY THAT THIS TRACING IS A COPY CERTIFIED TO ME, BY 79' 11' 11" WEST 41.32 FEET; THENCE NORTH 76' 43' 09" WEST 41.46 THE SURVEYOR OF THIS CONDOMINIUM, PLAT, TO BE A TRUE AND EXACT FEET; THENCE NORTH 79' 11' 41" WEST 43.89 FEET; THENCE NORTH 86' IN WITNESS WHEREOF I HEREUNTO SET COPY OF THE ORIGINAL, AND THAT IT WAS RECORDED IN THE COUNTY 28' 01" WEST 45.37 FEET; THENCE NORTH 86' 01' 46" WEST 38.01 FEET; THENCE MY HAND AND OFFICIAL SEAL THE CLERKS RECORDS. SOUTH 82' 23' 39" WEST 34.29 FEET; THENCE SOUTH 60' 46' 11 -' WEST DAY AND YEAR LAST WRITTEN ABOVE. 30.11 FEET; THENCE SOUTH 55' 38' 25" WEST 12.57 FEET TO SA "D EASTERLY RIGHT -OF -WAY LINE OF S.W. 135TH AVENUE; THENCE TRACING SAID EASTERLY BY: _ RIGHT -OF -WAY LINE NORTH 0' 00' 45" EAST 311.60 FEET TO A POINT OF DEPUTY COUNTY CLERK CURVATURE; THENCE CONTINUING ALONG SAID EASTERLY RIGHT -OF -WAY LINE ALONG THE ARC OF A 570.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 12' 45' 35 ", AN ARC DISTANCE OF 196.94 FEET ' (THE LONG CHORD OF WHICH GEARS NORTH 6' 23' 33" EAST 12.6.68 FEET) ` _ TO A POINT OF COMPOUND CURVATURE ON THE SOUTHERLY RIGHT -OF -WAY - LINE OF S.W. HAWKS BEARD STREET; THENCE TRACING SAID SOUTHERLY PROFESSIONAL. CONSENT AFFIDAV RIGHT -OF -WAY LINE THE FOLLOWING COURSES; ALONG THE ARC OF A 22.00 [ GISTERE»\ AND SURVEYOR FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF "° .. A CONSENT AFFIDAVIT FROM UNITED STATES NATIONAL BANK OF OREGON, A TRUST . 77' 07' 53 ", AN ARC DISTANCE OF 29.62 FEET (THE LONG CHORD OF WHICH DEED BENEFICIARY HAS BEEN RECORDED AS DOCUMENT NO. , BEARS NORTH 51' 20' 17" EAST 27.43 FEET; THENCE NORTH 89' 54' 13" WASHINGTON COUNTY DEED RECORDS. » EAST 684.63 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A _ OREGON - 175.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF JAY ss. s W a ; JEFFERY S. WHITSON . 19' 28' 20 ", AN ARC DISTANCE OF 59.47 FEET (THE LONG CHORD OF 2361 WHICH BEARS SOUTH 80' 21' 37' EAST 59.19 FEET) TO SAID WESTERLY RENEWAL DATE 6-30 -96 LINE OF CASTLES OF BRITTANY; THENCE TRACING SAID WESTERLY LINE SOUTH 0' 03' 32" EAST 318.79 FEET TO THE POINT OF BEGINNING. t HEREBY CERTIFY THAT THIS TRACING iS - AN EXACT COPY OF THE ORICNAL PLAT CONTAINING AN AREA OF 12.664 ACRES, MORE OR LESS . SHEET 2 OF 2 F si)R a 4-00 a' 1.4.2 TRANSMITTAL Date 4 / -/f (' File v (..),,t a —?1- To C ;) c' C 7/ 6 ., Project "4/7:7'/G,,.1 /Z17 47 ERM.J Ra �, ca ell / i / 2 S s W 4,¢..L.L. LW Subject / PA L/ ( ) /L'/-- � Ad-6 0 e. 1C 1 IJVV Item Copies Date Description REr'EI VED APR 1 t- 1996 cOMMD r DEVtLOpMENT Remarks ❑ As you requested LT F our approval ❑ Return requested ❑ For your information For your review ❑ From , , Allpr D. V � . ASSOCIATES, INC. A PROFES i AL SERVICES CONSULTING FIRM IN OREGON, WASHINGTON, CALIFORNIA AND ARIZONA 2828 S.W. CORBETT AVENUE PORTLAND, OREGON 97201 -4830 (503) 223 -6663 FAX (503) 223 -2701 P AR TI TI ON PLAT PARTITION PLAT NUMBER RECORDED AS DOCUMENT NUMBER FOR SCHOLLS FERRY ROAD L.L.C. SITUATED IN THE NORTHEAST AND SOUTHEAST ONE- QUARTERS OF SECTION 33, . TOWNSHIP 1 SOUTH AND RANGE 1 WEST OF THE WILLAMETTE MERIDIAN CITY OF TIGARD, WASHINGTON COUNTY, OREGON NARRATIVE: SCALE: 1 " =100' APRIL 4, 1996 THE THAT P PROPERTY YF DESCRIBED V N DEED TO C , Ci-- D O FERRY ROAD L L C , AN OREGON LIMITED LIABILITY DAVID EVANS AND ASSOCIATES, INC. COMPANY RECORDED JUNE 30, 1994 IN FEE NO. 2 828 S .IU. CORBETT AVENUE 94 062792 WASHINGTON COUNTY DEED RECORDS. - PORTLAND, OREGON 97201 BEARINGS ARE BASED ON THE CENTERLINE OF S.W. (503) 223 - 6663 HAWKS BEARD ROAD PER S.N 23,214 AS SHOWN THE CENTERLINE OF S.W. 135TH WAS ESTABLISHED BY HOLDING THE MONUMENTS AT THE P I.'S PER 0 = 24' 08' 43" S.N. 23,139 AS SHOWN. THE CENTERLINE AND R = 200 00 25 25 RIGHT -OF -WAY LINES OF S W. HAWKS BEARD STREET L = 8428 LC = N 78' 01' 25" W I o WERE ESTABLISHED BY HOLDING THE MONUMENTS PER 83.66 HELD CASTLES AT BRITTANY S N 23,214 AND RECORD DEED DATA PER ROAD DEDICATION FD 5/8" I.R. W /YPC BRITTANY SQUARE NO. 4 SQUARE NO. 3 FEE NO.'S 89 -30141 AND 89- 30142. THE SOUTHERLY L =73.75 5 4 3 "ALPHA ENG , INC '' FD 5/8" I R W /YPC 67 FD 5/8" I.R. W /YPC 2 vi F "ALPHA ENG INC." L =14 52 HELD AND EASTERLY LINES WERE ESTABLISHED BY HOLDING THE HELD ALPHA ENG., INC.' / 1 w w BEST FIT TO ADJOINING PLAT MONUMENTS AS SHOWN. THE 0 = 24' 08' 43" °o� z Z TRACT J INITIAL POINT ' 77 GREENWAY PARCEL WAS ESTABLISHED BY HOLDING RECORD R = 200 00 (L =14 56 PLAT S W. 131ST J -J- °'A PLAGE 1 0 n 75 73 72 (983.19 S.N. 23,214) 76 Z FD 5/8" I R w /YPC DEED DATA PER GREENWAY DEDICATION FEE NO. 89- 20391. L = 84.28 L =5 87 j S 0 03' 32" E t Z z 2.39 ° S 0• 03 32 " E 983 94.86 0 71 95 0 125 2 "OTAK INC. LS 1833" HELD ° 100 34 0 I NSIDE 2" GALVANIZED IRON PIPE LC S 78'01'25' E FROM EAST TO WEST TO INTERSECT THE EASTERLY RIGHT- 83 66 L - 94 82Q 3= 911 • • 312.47 3,7 . 79 P.0.13. S 84 ' 03' 43" E S 0' 03' 32" E 292.02 N-FD 5/8" I.R. UNDER FD 5 OF -WAY OF S.W. 135TH AVENUE. / 413-174-"rA::, � /� A L =59.21 ALPHAENG , INC." / 8.79) S 61 ' 00 ' 19 " W (312 38) 29.07 • (292 02) o TREE DID NOT TIE (L =59.19 0 83 SOUTH, 2.40 W T 63.61 ' » LEGEND: S.N. 23,214) : 03' 32" W 26 31(26 N. 23,214 • N 77 0 17 E 56 BENT ti `HELD \ Q • 19' 28' 20" S 4' 58' 08" W 41.90 • ON LINE `9 FD 2" BRASS CAP IN MONUMENT BOX CENTER OF SECTION 0 34 EAST FOUND 5/8" H I.R. WITH ALUMINUM CAP 25 25 R • 175.00 48.95 • N 73' S8' 21" E-' o 49.34 � WAKER & ASSOCIATES, INC. L • 59.47 (L= 59.45) S 82 46' 08" N 55 PER S.N. 23,214 LC • S 80' 21' 37" E 48.47 • N 69' 25' 06" E- Z N ` 0.06 SOUTH x FOUND 5/8" I.R. WITH YELLOW PLASTIC CAP "T. BURTON LS 590" I 59.19 S 82' 21' 32" W 59.45 vi PER PLAT OF BRITTANY SQUARE NO. II I 35.60 • N • • » a, Ni 54 0 FOUND MONUMENT AS NOTED N y } � 83 ' 19' 29" W 47 68 • 42 09 E • N 0 SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC °' 6 1 ON LINE °0 N Ci- ( CGPKATir 1 • N 69' 52' 50" E--■ o S W. 133RD AVENUE CAP STAMPED "DEA INC." Z w N - RAI S / ;4 07 52 W CITY OF TIGA 47 • < ( ) RECORD DATA PER DEED UNLESS OTHERWISE NOTED �, N 5 N ,,,, t ,. t 4'.64 GREENWAY DEDICATION N 73' 17' 30" E ' ON LINE I • FEE NO. 89 -20391 I.P. IRON PIPE W /YPC WITH YELLOW PLASTIC CAP w ° 1 � S $2' 21' 23" W 220,763 S.F. OR 47.66 • 53 °O B.S. BRASS SCREW STA. STATION c \- • N 0 46.77 5.068 ACRES S $9' 57' 01" E in 0 EM b> Mi I.R. IRON ROD P.O.B. POINT OF BEGINNING N o OI N . S 86' 02' 38" W • NOT A PART OF THIS 45'99 � ON LINE FD. FOUND Q o z ° PARCEL 2 24.24 • PARTITION PLAT • PARCEL 1 52 S.F. SQUARE FEET w w oo N in 346,665 S.F. OR N 87' 07 37" W S 81' 33' 00" E 204,972 S.F. OR m w N N w 7 .958 ACRES 48.77 61.46 4.706 ACRES 1 ON LINE 1 SHEET INDEX: ¥ W� Z ° N 66'39' 22" W • S 68'00' 11" E--..- o 51 °- 0 N 43.86 37.40 Lo ON LINE SHEET 1 MAP, NARRATIVE, NOTES, LEGEND, REFERENCE TABLE = o 0 1 w d . • 25" • „. °'. 50 0 1-- `° a °' in N 85 01' 26" W S 63' 26' 25 E -- = d- z SHEET 2 : SURVEYOR'S CERTIFICATE, DECLARATION, ACKNOWLEDGMENT, N o 1 z 3 54.11 36.70 06" • =c` 0 ON LINE w APPROVALS, CONSENT AFFIDAVIT. a b Z N 79' • 11' 11" W- • 42.94 22' O6 E--..- 49 NOTES: w CO 41.32 S 7 31' 31" E • Lo co 0 N 0.13 NORTH >- LIJ CC Li- F-- 0 N 76 43' 09" W • 32.94 " • •a o'o ° , 48 Z a THE ARE NO APPROVED GEODETIC MONUMENTS OF RECORD AT THE N 41.46 S 54 15' 19" E --,. 1- WASHINGTON COUNTY SURVEYOR'S OFFICE WITHIN ONE -HALF MILE OF m p • 77' 07' 53" N 79' 11' 41" W • S 58' 02' 15" E - � - • tI) 0. 47 17 NORTH b2 m THIS PARTITION PLAT. I 43.89 100' DETOUR REF TABLE: R = 22.00 EASEMENT PER 38 N 1 25 25 L • 29.62 (L =29 62) N 86' 28' 01 W • FEE N0. , " • FD 5/8" I.R. UNDER 5/8" I R. W /YPC LC • N 51' 20' 17" E 45.37 89-20392 S 64' 56 58 E TREE DID NOT TIE SURVEYS: / ' 41.93 PL ATS : FD 8' "ROBERT MEYERS, INC. " S.N. 23,139 BRITTANY SQUARE IN MON BOX PER S N. 23,139 HELD I 27'43 • 12' 45' 35" 38.01 01' 46" W 227.66T 62' 08' 31" E • 46 S.N. 23,214 BRITTANY SQUARE NO. II P.I. STA. 70 +8466 R • 570.00 S 82 23' 39" S o' 00' 45 w 42.20 S, 0.16 NORTH S.N. 19,798 14.60 RIGHT 0 0 NORTH L • 196.94 (L =126 95) 34.29 • S 60' 13' 44" E -®•��• - 20 SLOPE EASEMENT PER BRITTANY SQUARE NO. 3 0.12 WEST LC = N 5' 23' 33" E S 60' 4 6' 11" W 47. " i 0 0 • FEE NO. 89 -20392 co 45 E 311 S.N. 23,183 BRITTANY SQUARE NO. 4 _ � S 60 22 43 s ass•• i S.N. 19,597 CASTLES AT BRITTANY 8 50' 14 ---0---A! 14 ---0---A! ,/ � 16. 0 16 WEST 126.68 (311 63 38 2 39.45(39.55) • 710.00 8 \� _ (379 04) S 89' 58' 26" W 0 09 REGISTERED N S.N. 22,891 - - ---_ mss j 4 1 " " '� f ` L N 0 00' 45 .6 12.57 •_ � 2 � 158.85 1 58 68 N 0 00 45 E 378.92 S.N. 22,944 PROFESSIONAL 8 2 8 • • LAND SURVEYOR O = 25' 27' 02° / 0.24 NORTH o N 0' 66) 00' 45" E _ 855 94 (856.00 S N. 23,139 849.37(849 34 S N 23,214) rn R - 600 00 P.R C 69 +53 61 ® 41144 `n 0.13 WEST L = 266.52 CENTERLINE INTX. 69 +50 09 �- P C. 67 +79.86 o S 40' 00' 45" E N 0' 00' 45" E 943.42 (943.43 S N 23,139) Lo LC = N 3 52' 43" E FD. 5/8" I R. W /YPC M - 155.49 - � - - ' r7 264 33 "ROBERT MEYERS, INC. " S.W. 135TH AVENUE FD. 5/8" I R. W /YPC OREGON *FD 5/8" I R. W /YPC JULY 26, 1988 PER S.N. 23 "ROBERT MEYERS, INC. " JEFFERY S. WHITSON STA. 69 +16 01 4 83 RIGHT "ROBERT MEYERS, INC. " IN MON BOX PER S.N. 23,139 HELD IN MON BOX PER S.N. 23,139 2361 FD. 2" BRASS CAP IN MON ANGLE PT. 59 +23 92 BOX PER USBT BK 4, PG 30 P.I. 68 +67.73, 6 63 LEFT HELD STATIONING RENEWAL DATE 6 -30 -96 "WASH CO. SURVEYOR 1986 A = 16' 35' 29" CTR 33 1S1" R = 600.00 JOB NO. BOWX0034 I HEREBY CERTIFY THAT THIS TRACING STA. 69 +14 27, 1 53 RIGHT L = 173.75 SHEET 1 OF 2 IS AN EXACT COPY OF THE ORIGINAL PLAT LC = S 8 18' 30" W 173.14 P AR TI TI ON PLAT PARTITION PLAT NUMBER FOR RECORDED AS DOCUMENT NUMBER SCHOLLS FERRY ROAD L.L.C. SITUATED IN THE NORTHEAST AND SOUTHEAST ONE- QUARTERS OF SECTION 33, TOWNSHIP 1 SOUTH AND RANGE 1 WEST OF THE WILLAMETTE MERIDIAN CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYOR'S CERTIFICATE APRIL 4, 1996 APPROVALS APPROVED THIS DAY OF , 1996. I, JEFFERY S. WHITSON, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE O STATE OF OREGON, DO HEREBY STATE THAT I HAVE CORRECTLY SURVEYED CITY OF TIGARD �A11I G�`t��►�� AND MARKED WITH PROPER MONUMENTS THE LANDS REPRESENTED ON THE ANNEXED MAP AND AT THE INITIAL POINT OF SAID SURVEY, I FOUND DAVID EVANS AND ASSOCIATES, INC. A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "OTAK INC. 2828 S.W. CORI5ETT AVENUE BY: LS 1833" INSIDE A 2" GALVANIZED IRON PIPE AT THE SOUTHWEST PORTLAND, OREGON 91201 CORNER OF LOT 72 OF THE PLAT OF BRITTANY SQUARE NO. 4, (S03) 223 -6683 - A DULY RECORDED PLAT IN WASHINGTON COUNTY, SAID INITIAL POINT ALSO FALLING ON THE NORTHERLY LINE OF LOT 67 OF BRITTANY SQUARE NO. 3, DECLARATION A DULY RECORDED PLAT IN WASHINGTON COUNTY; THENCE FROM SAID INITIAL APPROVED THIS DAY OF , 1996. POINT I RAN SOUTH 89' 58' 26" WEST TRACING SAID NORTHERLY LINE KNOW ALL MEN BY THESE PRESENTS, THAT SCHOLLS FERRY ROAD L.L.C., AN WASHINGTON COUNTY SURVEYOR AND CONTINUING ALONG THE NORTHERLY LINE OF BRITTANY SQUARE NO. II, OREGON LIMITED LIABILITY COMPANY, IS THE OWNER OF THE LAND REPRESENTED A DULY RECORDED PLAT IN WASHINGTON COUNTY, A DISTANCE OF 779.73 ON THE ANNEXED MAP, BEING MORE PARTICULARLY DESCRIBED IN THE ACCOMPANYING FEET TO THE EASTERLY RIGHT -OF -WAY LINE OF S.W. 135TH AVENUE; THENCE SURVEYOR'S CERTIFICATE, AND HAS CAUSED THE SAME TO BE PARTITIONED BY: LEAVING SAID NORTHERLY LINE AND TRACING SAID EASTERLY RIGHT -OF -WAY INTO PARCELS AS SHOWN ON THE ANNEXED MAP AND SAID SCHOLLS FERRY ROADS LINE NORTH 0' 00' 45" EAST 378.92 FEET TO THE SOUTHWEST CORNER L.L.C. DOES HEREBY CONSENT TO THE PREPARATION AND RECORDING OF SAID MAP. - - OF A GREENWAY DEDICATION TO THE CITY OF TIGARD, RECORDED MAY 5, Oe a ' ca +< I/i cor 1 3I 51- /7/ace. 1989 IN FEE NO. 89 -20391 WASHINGTON COUNTY DEED RECORDS; THENCE ALL TAXES, FEES, ASSESSMENTS OR OTHER CHARGES AS PROVIDED BY LEAVING SAID EASTERLY RIGHT -OF -WAY LINE AND TRACING THE SOUTHERLY ORS 92.095 HAVE BEEN PAID AS OF , 1996. LINE OF SAID GREENWAY THE FOLLOWING COURSES; SOUTH 60' 22' 43" EAST 39.48 FEET; THENCE SOUTH 60' 13' 44" EAST 47.34 FEET; THENCE DIRECTOR, DIVISION OF ASSESSMENT AND TAXATION SOUTH 62' 08' 31" EAST 42.20 FEET; THENCE SOUTH 64' 56' 58" EAST IN WITNESS WHEREOF, I HEREUNTO SET MY HAND AND WASHINGTON COUNTY, OREGON 41.93 FEET; THENCE SOUTH 58' 02' 15" EAST 38.73 FEET; THENCE SOUTH SEAL ON THIS DAY OF , 1996 54' 15' 19" EAST 48.39 FEET; THENCE SOUTH 77' 31' 31" EAST 32.94 FEET; THENCE NORTH 88' 22' 06" EAST 42.94 FEET; THENCE SOUTH 63' 26' 25" EAST 36.70 FEET; THENCE SOUTH 68' 00' 11" EAST 37.40 FEET; BY THENCE SOUTH 81' 33' 00" EAST 61.46 FEET; THENCE SOUTH 89' 57' BY: DEPUTY 01" EAST 45.99 FEET; THENCE NORTH 73' 17' 30" EAST 47.66 FEET; THENCE SCHOLLS FERRY ROAD, L.L.C. WALTER BOWEN, MEMBER NORTH 69' 52' 50" EAST 47.74 FEET; THENCE NORTH 68' 42' 09" EAST _ _ 47.05 FEET; THENCE NORTH 69' 25' 06" EAST 59.45 FEET; THENCE NORTH 73' 58' 21" EAST 49.34 FEET; THENCE NORTH 7T 04' 17" EAST 41.90 ACKNOWLEDGEMENT STATE OF OREGON FEET; THENCE SOUTH 84' 03' 43" EAST 29.07 FEET TO THE WESTERLY LINE OF }SS SAID BRITTANY SQUARE NO. 4; THENCE LEAVING SAID SOUTHERLY LINE AND COUNTY OF WASHINGTON TRACING SAID WESTERLY LINE SOUTH 0' 03' 32" EAST 292.02 FEET TO STATE OF OREGON SS SAID INITIAL POINT. COUNTY OF WASHINGTON )) I DO HEREBY CERTIFY THAT THIS PARTITION PLAT WAS RECEIVED FOR RECORD ON THIS DAY OF ,19__ , AT TOGETHER WITH THE FOLLOWING DESCRIBED TRACT: BE IT REMEMBERED THAT ON THIS DAY OF ,1996 O'CLOCK M., AND RECORDED IN THE COUNTY CLERK RECORDS. BEGINNING AT A POINT OF INTERSECTION OF THE NORTHERLY LINE OF SAID BEFORE ME, A NOTARY PUBLIC IN AND FOR SAID STATE AND COUNTY, CITY OF TIGARD GREENWAY AND THE WESTERLY LINE OF CASTLES OF BRITTANY, PERSONALLY APPEARED WALTER BOWEN, TO ME PERSONALLY KNOWN A DULY RECORDED PLAT IN WASHINGTON COUNTY, SAID POINT OF BEGINNING WHO BEING DULY SWORN DID SAY THAT HE, WALTER BOWEN, A MEMBER BY: FALLING NORTH 0' 03' 32" WEST 604.49 FEET FROM SAID INITIAL POINT; AND OF SCHOLLS FERRY ROAD, L.L.C., AN OREGON LIMITED LIABILITY COMPANY, DEPUTY COUNTY CLERK RUNNING THENCE TRACING SAID NORTHERLY LINE THE FOLLOWING COURSES; HAS SIGNED THIS INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY SOUTH 61' 00' 19" WEST 63.61 FEET; THENCE SOUTH 64' 58' 08 , � WEST AND ACKNOWLEDGES SAID DECLARATION TO BE A FREE ACT AND DEED. 48.95 FEET; THENCE SOUTH 82' 46' 08" WEST 48.47 FEET; THENCE SOUTH - - 82' 21' 32" WEST 35.60 FEET; THENCE SOUTH 83' 19' 29" WEST 51.78 FEET; THENCE SOUTH 84' 07' 52" WEST 49.64 FEET; THENCE SOUTH 82' STATE OF OREGON 21' 23" WEST 46.77 SS .77 FEET; THENCE SOUTH 86' 02' 38" WEST 24.24 FEET; ,� COUNTY OF WASIHINGTON THENCE NORTH 87' 07' 37" WEST 48.77 FEET; THENCE NORTH 86' 39 22 WEST 43.86 FEET; THENCE NORTH 85' 01' 26" WEST 54.11 FEET; THENCE NORTH I DO HEREBY CERTIFY THAT THIS TRACING IS A COPY CERTIFIED TO ME, BY 79' 11 ' 11" WEST 41.32 FEET; THENCE NORTH 76' 43' 09" WEST 41.46 THE SURVEYOR OF THIS CONDOMINIUM, PLAT, TO BE A TRUE AND EXACT FEET; THENCE NORTH 79' 11' 41" WEST 43.89 FEET; THENCE NORTH 86' COPY OF THE ORIGINAL, AND THAT IT WAS RECORDED IN THE COUNTY IN WITNESS WHEREOF I HEREUNTO SET 28' 01" WEST 45.37 FEET; THENCE NORTH 86' 01' 46" WEST 38.01 FEET; THENCE MY HAND AND OFFICIAL SEAL THE CLERKS RECORDS. SOUTH 82' 23' 39" WEST 34.29 FEET; THENCE SOUTH 60' 46' 11" WEST DAY AND YEAR LAST WRITTEN ABOVE. 30.11 FEET; THENCE SOUTH 55' 38' 25" WEST 12.57 FEET TO SAID EASTERLY RIGHT -OF -WAY LINE OF S.W. 135TH AVENUE; THENCE TRACING SAID EASTERLY BY: RIGHT -OF -WAY LINE NORTH 0' 00' 45" EAST 311.60 FEET TO A POINT OF DEPUTY COUNTY CLERK CURVATURE; THENCE CONTINUING ALONG SAID EASTERLY RIGHT -OF -WAY LINE ALONG THE ARC OF A 570.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH ' A CENTRAL ANGLE OF 12' 45' 35 ", AN ARC DISTANCE OF 196.94 FEET (THE LONG CHORD OF WHICH BEARS NORTH 6' 23' 33" EAST 126.68 FEET) TO A POINT OF COMPOUND CURVATURE ON THE SOUTHERLY RIGHT -OF -WAY REGISTERED CONSENT AFFIDAVIT LINE OF S.W. HAWKS BEARD STREET; THENCE TRACING SAID SOUTHERLY PROFESSIONAL RIGHT -OF -WAY LINE THE FOLLOWING COURSES; ALONG THE ARC OF A 22.00 LAND SURVEYOR -- - - - -- - - A CONSENT AFFIDAVIT FROM UNITED STATES NATIONAL BANK OF OREGON, A TRUST FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF DEED BENEFICIARY HAS BEEN RECORDED AS DOCUMENT N0. • 77' 07' 53 ", AN ARC DISTANCE OF 29.62 FEET (THE LONG CHORD OF WHICH WASHINGTON COUNTY DEED RECORDS. ' BEARS NORTH 51' 20' 17" EAST 27.43 FEET; THENCE NORTH 89' 54' 13" oREGoN EAST 684.63 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A R 26, ease 175.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF JEFFERY S. WHITSON 19' 28 20 ", AN ARC DISTANCE OF 59.47 FEET (THE LONG CHORD OF 2361 WHICH BEARS SOUTH 80' 21' 37' EAST 59.19 FEET) TO SAID WESTERLY RENEWAL DATE 6 -30 -96 LINE OF CASTLES OF BRITTANY; THENCE TRACING SAID WESTERLY LINE SOUTH 0' 03' 32" EAST 378.79 FEET TO THE POINT OF BEGINNING. I HEREBY CERTIFY THAT THIS TRACING IS AN EXACT COPY OF THE ORIGINAL PLAT CONTAINING AN AREA OF 12.664 ACRES, MORE OR LESS SHEET 2 OF 2 BOWX0030 1 I pA-R-FiTioN PLAT PARTITION PLAT NUMBER RECORDED AS DOCUMENT NUMBER FOR SCHOLLS FERRY ROAD L.L.C. SITUATED IN THE NORTHEAST AND SOUTHEAST ONE- QUARTERS OF SECTION 33, TOWNSHIP 1 SOUTH AND RANGE 1 WEST OF THE WILLAMETTE MERIDIAN CITY OF TIGARD, WASHINGTON COUNTY, OREGON NARRATIVE: ,, 1 =100' APRIL 4, 1996 I 1 f THE PURPOSE OF THIS SURVEY IS TO PARTITION ( } �-) THAT PROPERTY DESCRIBED IN DEED TO SCHOLLS ` _-1 FERRY ROAD L L.C., AN OREGON LIMITED LIABILITY'' DAVID EVANS AND ASSOCIATES, INC. COMPANY RECORDED JUNE 30, 1994 IN FEE NO. 2828 S.W. CORBETT AVENUE 94- 062792 WASHINGTON COUNTY DEED RECORDS. PORTLAND, OREC.ON c12O1 BEARINGS ARE BASED ON THE CENTERLINE OF S.W. (S03) 223-3 . HAWKS BEARD ROAD PER S.N. 23,214 AS SHOWN THE CENTERLINE OF S.W. 135TH WAS ESTABLISHED BY HOLDING THE MONUMENTS AT THE P.I.'S PER 0 = 24' 08' 43" S.N 23,139 AS SHOWN. THE CENTERLINE AND R = 200 00 25 25 RIGHT -OF -WAY LINES OF S W. HAWKS BEARD STREET L = 84 28 WERE ESTABLISHED BY HOLDING THE MONUMENTS PER LC = N 78 66 01' 25" W 83 66 HELD a _ CASTLES AT BRITTANY BRITTANY S N 23,214 AND RECORD DEED DATA PER ROAD DEDICATION L =73 75 5 4 3 FD 5/8" I R W /YPC BRITTANY SQUARE NO. 4 SQUARE NO. 3 FEE NO.'S 89 -30141 AND 89- 30142. THE SOUTHERLY "ALPHA ENG., INC." 8 FD 5/8" I R W /YPC W/YPC 67 2 ( FD 5 / " I R. W / AND EASTERLY LINES WERE ESTABLISHED BY HOLDING THE HELD "ALPHA ENG ,dNC ' / , w Lil I "ALPHA ENG. INC " BEST FIT TO ADJOINING PLAT MONUMENTS AS SHOWN. THE o = 24' 08' 43" L =14 52 H I °� z ZTRACT w INITIAL POINT GREENWAY PARCEL WAS ESTABLISHED BY HOLDING RECORD R = 200 00 (L =14.56 PLAT ' S.W. 131ST PLACE J 1 --J A' o (983 19 S N. 23,214) 77 76 z 75 73 72 FD 5/8" I.R. W /YPC oo DEED DATA PER GREENWAY DEDICATION FEE NO. 89- 20391. L = 84 28 L = 5 87 t S 0' 03' 32" E _ ,, ° 100.34 ° z Z 2 39 ° S 0' 03' 32" E 983.28 ° o "OTAK INC. LS 1833" HELD FROM EAST TO WEST TO INTERSECT THE EASTERLY RIGHT- L , • • 94.86 ( 71 95 _ 125 21 • INSIDE 2" GALVANIZED IRON PIPE LC = S 78' 01' 25" E ?3 83 66 L =94 82 S Q' 03 32 E 378.79 P .O.B. 312'47 S 84' 03' 43" E S 0' 03' 32" E 292.02 -� -FD 5/ I R. UNDER FD OF -WAY OF S.W. 135TH AVENUE. 5 8' I R. W /YPC L =59 21 I.( (378. S 61 ' 00' 19" W (312.38) 28.07 • (292 02) TREE DID NOT TIE (L =59.19 "ALP A ENG , INC.' 0 83 SOUTH, 2.40 WEST 63.61 LEGEND: S N. 23,214>) N 0 03' 32" W 26 31(26 31 S.N. 23,214 • N 77' 04' 17" E 56 BENT _ ! `HELD \ 28' S 64' 58' 08" W 41.90 • ON LINE ' _8' 20" 48,95 N 73' 58' 21" E & FD 2" BRASS CAP IN MONUMENT BOX CENTER OF SECTION 0 34 EAST 25 25 FR = 175.00 • 5/8" !� = 59.47 (L =59 45) S 82' 46' 08" W 49.34 • ° oi FOUND 5/8 I.R. WITH ALUMINUM CAP "WAKER & ASSOCIATES, INC.' LC a S 80' 21' 77" E 48.47 N 1 D 55 PER S.N. 23,214 • N 69' 25' OG" E z n o 06 SOUTH A FOUND 5/8" I.R. WITH YELLOW PLASTIC CAP "T. BURTON LS 590" I 59 S 82' 21' 32" W 59.45 vi PER PLAT OF BRITTANY SQUARE NO. II I 35 • 2 N r *) FOUND MONUMENT AS NOTED o N S 83' 19' 29" W N 68' 42' 09" E- N oi N 54 I 6 51.78 4 • - 0 SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC o • N 69' 52' 50" E--- S ON LINE CAP STAMPED ' DEA INC. Q w N S 84 07' 52" W CITY OF h OARD 47 (3) S.W. 133RD AVENUE RECORD DATA PER DEED UNLESS OTHERWISE NOTED t N 49.64 GREENWAY DEDICATION • F- ' • N 7 3' 1 7 ' 3 E ON LINE FEE NO. 89 -20391 d- I.P. IRON PIPE W /YPC WITH YELLOW PLASTIC CAP w ° I .� v S 82 2 1 ' 23" W 220 S OR 47.66 ° 53 I N NI to 5 ACRES 00 B.S. BRASS SCREW STA. STATION I a ,� ca, m 46.77 S 89 57' 01" E = Lo ' I.R. IRON ROD P O.B. POINT OF BEGINNING 0 N SIN S 86' 02' 38" W NOT A PART OF THIS 45.99 0 O LINE FD. FOUND o z Z Z PARCEL 2 24.24 • PARTITION PLAT • PARCEL 1 52 cyj z cn 't V) S.F. SQUARE FEET LU w co N io 346,665 S.F. OR N 87' 07' 37" W S.F. OR co o N 0 ,� 7.958 ACRES 48.77 S 81' 33' 00" E S ON LINE j SHEET INDEX:, 61.46 4.706 ACRES ° 51 w 0_ En Z ° `� 3.86 39 ' 22 " W S 68' 00' 11" E -.-• R ° ; SHEET 1 : MAP, NARRATIVE, NOTES, LEGEND, REFERENCE TABLE < z o0 a' N 37.40 n ON LINE X -5 °Iocn LO N85 "1'J • S63'26'25 "E - • 3 50 0 3 v `° 13' 36.70 a_ SHEET 2 : SURVEYOR'S CERTIFICATE, DECLARATION, ACKNOWLEDGMENT, rn 54.11 • co ° ON LINE w o z APPROVALS, CONSENT AFFIDAVIT. o F • N 88' 22' 06" E--.- N °' Q I-- - W I z N 79' 11' 11" W 42.94 ro _ 49 a NOTES: X 41.32 S 77' 31 ' 31" E • N N 0.13 NORTH `n F- 0 " • 32.94 c ° 48 z co THERE ARE NO APPROVED GEODETIC MONUMENTS OF RECORD AT THE `� N 6 43 09 W S 54' 15' 19" E ----,. • 00 d- a 46 WASHINGTON COUNTY SURVEYOR'S OFFICE WITHIN ONE -HALF MILE OF < • 48.39 U) 017 NORTH THIS PARTITION PLAT. I m A = 77' 07' 53" N 79. 11' 41" W -- 100 DETOUR S 58' 02' 15" E -..- • co 47 m R a 22.00 43 EASEMENT PER 38.73 N REFERENCE TABLE: 125 25 L a 29.62 (L =29 62) N 86' 28' 01" W • FEE NO. " • c' FD 5/8" I R UNDER SURVEYS: FD. 5/8" I R W /YPC LC = N 51' 20' 17" E 45.37 89 -20392 ; 93 56' 5$ E " TREE DID NOT TIE PLATS: "ROBERT MEYERS, INC " BRITTANY SQUARE 2 7.43 0 = 12' 45' 35" N 86' 01' 46" W • 1227.66 S 62' 08' 31" E • • 46 S N. 23,139 IN MON BOX PER S N. 23,139 HELD 38.01 2 S 0' 00' 45" I I S.N. 23,214 BRITTANY SQUARE NO. II P I. STA. 70 +8466 R = 570.00 S 82' 23' 39" W 42.20 - 196.94 0 41.1 1 . 0 20' SLOPE EASEMENT PER co S.N. 23,183 BRITTANY SQUARE NO. 4 0.12 WEST/ LC • N 6' 23' 33" E S 60' 46711" W S 7.3 22' 43" 's 0 0. FEE NO. 89 -20392 45 S.N. 19,597 CASTLES AT BRITTANY _ _ 48" W N /6. 30.11• 39.48 - • 710 0 ss• o oo S N. 22,891 N __�36' T 0.16 WEST ( 63) 38' 25 " (39 55) • Ni' (379 04) S 89 58' 26" W 0 09 • 891 REGISTERED - ,/ 2�E - �N 0 0102,6.4658. E 311 .60 12 66) " S N. 22,944 PROFESSIONAL 2 = • 1 58.85 1 58 68 • N' 0 00' 45 E 378.92 LAND SURVEYOR A = 25' 27' 02" / - 0 24 NORTH ° o . u - ) Air _ Tn 0 13 WEST N 0' 00 45 „ _ E 8 55 94 (856 00 S.N. 23,139 849 S N. 23,214) M _ - - _ - _. , . R = 600 00 P R C 69 +53 61 � _ L = 266.52 CENTERLINE INTX. 69 +50 09 �'------____ P C. 67 +79 86 ° - S 00' 45" E N 0' 00' 45" E 943.42 (943.43 S N 23,139) LC = N 3' 52' 43" E FD. 5/8" I R. W /YPC -' - � - 155.49 9 - - , ,� _ - 264 33 - - - "ROBERT MEYERS, INC. " S.W. 135TH AVENUE OREGON PER S N. 23,139 FD. 5/8 I R. W /YPC FD. 5/8" I.R. W /YPC JULY 26, 1988 "ROBERT MEYERS, INC. I I "ROBERT MEYERS, INC. " JEFFERY S. WHITSON STA 69 +16.01 4 83 RIGHT IN MON BOX PER S N. 23,139 2361 IN MON BOX PER S N 23 HELD ___ _ FD. 2" BRASS CAP IN MON P I. 68 +67.73, 6.63 LEFT ANGLE PT. 59 +23 92 BOX PER USBT BK 4, PG 30 HELD STATIONING RENEWAL DATE 6 -30 -96 "WASH CO. SURVEYOR 1986 A = 16' 35' 29" CTR 33 151" R = 600 00 JOB NO. BOWX0034 I HEREBY CERTIFY THAT THIS TRACING STA. 69 +14 27, 1 53 RIGHT L. = 173 75 SHEET 1 OF 2 IS AN EXACT COPY OF THE ORIGINAL PLAT LC = S 8' 18' 30" W 173 14 P AR TI TI 0\ PLAT PARTITION PLAT NUMBER FOR RECORDED AS DOCUMENT NUMBER SCHOLLS FERRY ROAD L.L.C. SITUATED IN THE NORTHEAST AND SOUTHEAST ONE- QUARTERS OF SECTION 33, TOWNSHIP 1 SOUTH AND RANGE 1 WEST OF THE WILLAMETTE MERIDIAN CITY OF TIGARD WASHINGTON COUNTY, OREGON SURVEYOR'S CERTIFICATE APRIL 4, 1996 APPROVALS I, JEFFERY S. WHITSON, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE APPROVED THIS DAY OF , 1996. P)gCC STATE OF OREGON, DO HEREBY STATE THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE LANDS REPRESENTED ON THE CITY OF TIGARD PLANNING ANNEXED MAP AND AT THE INITIAL POINT OF SAID SURVEY, I FOUND DAVID EVANS AND ASSOCIATES, INC. A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "OTAK INC. 2828 SAO. CORIE3ETT AVENUE BY: LS 1833" INSIDE A 2" GALVANIZED IRON PIPE AT THE SOUTHWEST PORTLAND, OREGON 91201 CORNER OF LOT 72 OF THE PLAT OF BRITTANY SQUARE NO. 4, (03)223-&&63 A DULY RECORDED PLAT IN WASHINGTON COUNTY, SAID INITIAL POINT ALSO - - FALLING ON THE NORTHERLY LINE OF LOT 67 OF BRITTANY SQUARE NO. 3, DECLARATION A DULY RECORDED PLAT IN WASHINGTON COUNTY; THENCE FROM SAID INITIAL APPROVED THIS DAY OF , 1996. POINT I RAN SOUTH 89' 58' 26" WEST TRACING SAID NORTHERLY LINE KNOW ALL MEN BY THESE PRESENTS, THAT SCHOLLS FERRY ROAD L.L.C., AN AND CONTINUING ALONG THE NORTHERLY LINE OF BRITTANY SQUARE NO. II, OREGON LIMITED LIABILITY COMPANY, IS THE OWNER OF THE LAND REPRESENTED WASHINGTON COUNTY SURVEYOR A DULY RECORDED PLAT IN WASHINGTON COUNTY, A DISTANCE OF 779.73 ON THE ANNEXED MAP, BEING MORE PARTICULARLY DESCRIBED IN THE ACCOMPANYING FEET TO THE EASTERLY RIGHT -OF -WAY LINE OF S.W. 135TH AVENUE; THENCE SURVEYOR'S CERTIFICATE, AND HAS CAUSED THE SAME TO BE PARTITIONED BY LEAVING SAID NORTHERLY LINE AND TRACING SAID EASTERLY RIGHT -OF -WAY INTO PARCELS AS SHOWN ON THE ANNEXED MAP AND SAID SCHOLLS FERRY ROADS LINE NORTH 0' 00' 45" EAST 378.92 FEET TO THE SOUTHWEST CORNER L.L.C. DOES HEREBY CONSENT TO THE PREPARATION AND RECORDING OF SAID MAP. _ - - OF A GREENWAY DEDICATION TO THE CITY OF TIGARD, RECORDED MAY 5, 1989 IN FEE NO. 89 -20391 WASHINGTON COUNTY DEED RECORDS; THENCE ALL TAXES, FEES, ASSESSMENTS OR OTHER CHARGES AS PROVIDED BY LEAVING SAID EASTERLY RIGHT -OF -WAY LINE AND TRACING THE SOUTHERLY ORS 92.095 HAVE BEEN PAID AS OF 1996. LINE OF SAID GREENWAY THE FOLLOWING COURSES; SOUTH 60' 22' 43" EAST 39.48 FEET; THENCE SOUTH 60' 13' 44" EAST 47.34 FEET; THENCE DIRECTOR, DIVISION OF ASSESSMENT AND TAXATION SOUTH 62' 08' 31" EAST 42.20 FEET; THENCE SOUTH 64' 56' 58" EAST IN WITNESS WHEREOF, I HEREUNTO SET MY HAND AND WASHINGTON COUNTY, OREGON 41.93 FEET; THENCE SOUTH 58' 02' 15" EAST 38.73 FEET; THENCE SOUTH SEAL ON THIS DAY OF , 1996 54' 15' 19" EAST 48.39 FEET; THENCE SOUTH 77' 31' 31" EAST 32.94 FEET; THENCE NORTH 88' 22' 06" EAST 42.94 FEET; THENCE SOUTH 63' 26' 25" EAST 36.70 FEET; THENCE SOUTH 68' 00' 11" EAST 37.40 FEET; BY THENCE SOUTH 81' 33' 00" EAST 61.46 FEET; THENCE SOUTH 89' 57' BY: DEPUTY 01" EAST 45.99 FEET; THENCE NORTH 73' 17' 30" EAST 47.66 FEET; THENCE SCHOLLS FERRY ROAD, L.L.C. WALTER BOWEN, MEMBER NORTH 69' 52' 50" EAST 47.74 FEET; THENCE NORTH 68' 42' 09" EAST 47.05 FEET; THENCE NORTH 69' 25' 06" EAST 59.45 FEET; THENCE NORTH - - 73' 58' 21" EAST 49.34 FEET; THENCE NORTH 7T 04' 17" EAST 41.90 FEET; THENCE SOUTH 84' 03' 43" EAST 29.07 FEET TO THE WESTERLY LINE OF ACKNOWLEDGEMENT STATE OF OREGON )) }SS SAID BRITTANY SQUARE NO. 4; THENCE LEAVING SAID SOUTHERLY LINE AND COUNTY OF WASHINGTON )) TRACING SAID WESTERLY LINE SOUTH 0' 03' 32" EAST 292.02 FEET TO STATE OF OREGON SS SAID INITIAL POINT. COUNTY OF WASHINGTON I DO HEREBY CERTIFY THAT THIS PARTITION PLAT WAS RECEIVED FOR TOGETHER WITH THE FOLLOWING DESCRIBED TRACT: RECORD ON THIS DAY OF ,19__ , AT BE IT REMEMBERED THAT ON THIS DAY OF ,1996 O'CLOCK M., AND RECORDED IN THE COUNTY CLERK RECORDS. BEGINNING AT A POINT OF INTERSECTION OF THE NORTHERLY LINE OF SAID BEFORE ME, A NOTARY PUBLIC IN AND FOR SAID STATE AND COUNTY, CITY OF TIGARD GREENWAY AND THE WESTERLY LINE OF CASTLES OF BRITTANY, PERSONALLY APPEARED WALTER BOWEN, TO ME PERSONALLY KNOWN A DULY RECORDED PLAT IN WASHINGTON COUNTY, SAID POINT OF BEGINNING WHO BEING DULY SWORN DID SAY THAT HE, WALTER BOWEN, A MEMBER BY: FALLING NORTH 0' 03' 32" WEST 604.49 FEET FROM SAID INITIAL POINT; AND OF SCHOLLS FERRY ROAD, L.L.C., AN OREGON LIMITED LIABILITY COMPANY, DEPUTY COUNTY CLERK HAS SIGNED THIS INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY SOUTH 61' 00' 19" WEST 63.61 FEET; THENCE SOUTH 64' 58' 08 . RUNNING THENCE TRACING SAID NORTHERLY LINE THE FOLLOWING" WEST COURSES; AND ACKNOWLEDGES SAID DECLARATION TO BE A FREE ACT AND DEED. 48.95 FEET; THENCE SOUTH 82' 46' 08" WEST 48.47 FEET; THENCE SOUTH 82' 21' 32" WEST 35.60 FEET; THENCE SOUTH 83' 19' 29" WEST 51.78 _ _ FEET; THENCE SOUTH 84' 07' 52" WEST 49.64 FEET; THENCE SOUTH 82' STATE OF OREGON 21' 23" WEST 46.77 FEET; THENCE SOUTH 86' 02' 38" WEST 24.24 FEET; 22" COUNTY OF WASHINGTON SS THENCE NORTH 87' 07' 37" WEST 48.77 FEET; THENCE NORTH 86' 39' 22 WEST 43.86 FEET; THENCE NORTH 85' 01' 26" WEST 54.11 FEET; THENCE NORTH I DO HEREBY CERTIFY THAT THIS TRACING IS A COPY CERTIFIED TO ME, BY 79' 11' 11" WEST 41.32 FEET; THENCE NORTH 76' 43' 09" WEST 41.46 THE SURVEYOR OF THIS CONDOMINIUM, PLAT, TO BE A TRUE AND EXACT FEET; THENCE NORTH 79' 11' 41" WEST 43.89 FEET; THENCE NORTH 86' 01" IN WITNESS WHEREOF I HEREUNTO SET COPY OF THE ORIGINAL, AND THAT IT WAS RECORDED IN THE COUNTY 28' 01 WEST 45.37 FEET; THENCE NORTH 86' 01' 46" WEST 38.01 FEET; THENCE MY HAND AND OFFICIAL SEAL THE CLERKS RECORDS. SOUTH 82' 23' 39" WEST 34.29 FEET; THENCE SOUTH 60' 46' 11" WEST DAY AND YEAR LAST WRITTEN ABOVE. 30.11 FEET; THENCE SOUTH 55' 38' 25" WEST 12.57 FEET TO SAID EASTERLY RIGHT -OF -WAY LINE OF S.W. 135TH AVENUE; THENCE TRACING SAID EASTERLY BY RIGHT -OF -WAY LINE NORTH 0' 00' 45" EAST 311.60 FEET TO A POINT OF DEPUTY COUNTY CLERK CURVATURE; THENCE CONTINUING ALONG SAID EASTERLY RIGHT -OF -WAY LINE ALONG THE ARC OF A 570.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 12' 45' 35 ", AN ARC DISTANCE OF 196.94 FEET (THE LONG CHORD OF WHICH BEARS NORTH 6' 23' 33" EAST 126.68 FEET) TO A LINE OF S.W. HAWKS CS THE SOUTHERLY SAID SOUTHERLY WAY PROFESSIONAL CONSENT AFFIDAVIT RIGHT -OF -WAY LINE THE FOLLOWING COURSES; ALONG THE ARC OF A 22.00 LAND SURVEYOR FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF - A CONSENT AFFIDAVIT FROM UNITED STATES NATIONAL BANK OF OREGON, A TRUST BEEN RECORDED AS DOCUMENT NO. 77' 07' 53 ", AN ARC DISTANCE OF 29.62 FEET (THE LONG CHORD OF WHICH DEED BENEFICIARY HAS BEE BEARS NORTH 51' 20' 17" EAST 27.43 FEET; THENCE NORTH 89' 54' 13" _- - -- WASHINGTON COUNTY DEED RECORDS. EAST 684.63 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A OREGON JULY 26, 1986 175.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF JEFFERY S. WHITSON 19' 28' 20 ", AN ARC DISTANCE OF 59.47 FEET (THE LONG CHORD OF 2361 WHICH BEARS SOUTH 80' 21' 37' EAST 59.19 FEET) TO SAID WESTERLY RENEWAL DATE 6 -30 -96 LINE OF CASTLES OF BRITTANY; THENCE TRACING SAID WESTERLY LINE SOUTH 0' 03' 32" EAST 378.79 FEET TO THE POINT OF BEGINNING. I HEREBY CERTIFY THAT THIS TRACING IS AN EXACT COPY OF THE ORIGINAL PLAT CONTAINING AN AREA OF 12.664 ACRES, MORE OR LESS SHEET 2 OF 2 BOWX0030 1 PARTITIO\ PLAT PARTITION PLAT NUMBER RECORDED AS DOCUMENT NUMBER FOR SCHOLLS FERRY ROAD L.L.C. SITUATED IN THE NORTHEAST AND SOUTHEAST ONE' QUARTERS OF SECTION 33, TOWNSHIP 1 SOUTH AND RANGE 1 WEST OF THE WILLAMETTE MERIDIAN CITY OF TIGARD, WASHINGTON COUNTY, OREGON NARRATIVE: ,, 1 =100' APRIL 4, 1996 THE PURPOSE OF THIS SURVEY IS TO PARTITION b)(E THAT PROPERTY DESCRIBED IN DEED TO SCHOLLS ____,,,,, FERRY ROAD L L.0 , AN OREGON LIMITED LIABILITY DAVID EVANS AND ASSOCIATES, INC. COMPANY RECORDED JUNE 30, 1994 IN FEE NO. i 2828 S.W. CORBETT AVENUE 94- 062792 WASHINGTON COUNTY DEED RECORDS. PORTLAND, OREGON ('1201 BEARINGS ARE BASED ON THE CENTERLINE OF S.W. (503) 223 -6663 HAWKS BEARD ROAD PER S.N. 23,214 AS SHOWN THE CENTERLINE OF S.W. 135TH WAS ESTABLISHED BY HOLDING THE MONUMENTS AT THE P.I.'S PER A = 24' 08' 43" S N. 23,139 AS SHOWN. THE CENTERLINE AND R = 200 00 25 25 RIGHT -OF -WAY LINES OF S W. HAWKS BEARD STREET L = 84 28 WERE ESTABLISHED BY HOLDING THE MONUMENTS PER LC = N 78' 01' 25" w 83 66 HELD CASTLES AT BRITTANY BRITTANY S N 23,214 AND RECORD DEED DATA PER ROAD DEDICATION FD 5/8" I R. W /YPC BRITTANY SQUARE NO. 4 SQUARE NO. 3 FEE NO 'S 89 - 30141 AND 89 30142. THE SOUTHERLY L =73 75 5 4 3 2 "ALPHA ENG , INC." FD 5/8" I R. w /YPC FD 5/8" I R W /YPC 67 AND EASTERLY LINES WERE ESTABLISHED BY HOLDING THE HELD "ALPHA ENG , INC." / 1 w w "ALPHA ENG. INC." BEST FIT TO ADJOINING PLAT MONUMENTS AS SHOWN. THE A = 24' 08' 43" °o z zTRACT J W INITIAL POINT GREENWAY PARCEL WAS ESTABLISHED BY HOLDING RECORD L=14 HELD I 77 R = 200 00 (L =14 56 PLAT S.W. 131ST' PLACE J 1 ---I " A o (983.19 S.N. 23,214) 76 z \(75 73 72 FD 5/8" I R. W /YPC DEED DATA PER GREENWAY DEDICATION FEE N0, 89 - 20391. L = 84 28 L = 5 87 S 0' 03' 32" E . �+ E "OTAK INC LS 1833" HELD .-1 0 100 34 0 2 . 9 0 S 0 03 32 983.28 0 0 LG S 7801 25" E 4 x 4 • ' " 94 86 ' o 125.21 INSIDE 2" GALVANIZED IRON PIPE FROM EAST TO WEST TO INTERSECT THE EASTERLY RIGHT + • • 1.95 83.66 L =94.82 S Q . ' 03 ' 32 " E 378.79 P 0 B. 312.47 S 84 03 43 E S 0 03 32" E 292.02 c A - FD 5/8" I.R. UNDER OF - WAY OF S.W. 135TH AVENUE. FD 5 8' IR. W /YPC L =59 21 "ALPHA ENG , INC. (378 79) S 6 1 ' 00' 19" W (312 38) 29.07 • (292 02) cd TREE DID NOT TIE N LEGEND: (L =59 19 0:83 SOUTH, 2 40 WEST 63.61 S.N. 23,214) N 0 03' 32" W 26.31(26 31 S N. 23,214 N 77' 04' 17" E • 56 BENT SOUTH I L HE LD S 64' 58' 08" W 41.90 • ON LINE 0 23 SOUTH A = 19 28' 20" 48.95 N 73' 58' 21" E .4- o ® FD 2" BRASS CAP IN MONUMENT BOX CENTER OF SECTION 0 34 EAST 25 25 R = 175.00 • o FOUND 5 8 IR L = 59.47 (L= 59 S $2' 46' 08" W 49.34 • 0 55 I.R. WITH ALUMINUM CAP "WAKER & ASSOCIATES, INC.' 37" N M / LC = S 80 21' 37 E 48.47 o 06 SOUTH PER S.N. 23,214 • N 69 25' 06 E • z FOUND 5/8" I.R. WITH YELLOW PLASTIC CAP "T. BURTON LS 590" I 1 59 S 82' 21' 32" W 59.45 N PER PLAT OF BRITTANY SQUARE NO. II o 1 a 35 60 • N 68 42 03 • N 0 FOUND MONUMENT AS NOTED N S 83' 19' 29" W " E N ` 54 I .05 « 0 SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC DO N 5 1.78 " ON LINE CAP STAMPED "DEA INC.' o t` • N 69 52' 50" E•-9- co S.W. 133RD AVENUE Q W N S 84' 07' 52" W C ITY OF TIGARD 47 • oi RECORD DATA PER DEED UNLESS OTHERWISE NOTED °, 49.64 GREENWAY DEDICATION C� • N 73' 17' 30" E ON LINE FEE NO. 89 -20391 d i .P. IRON PIPE W /YPC WITH YELLOW PLASTIC CAP w ° 1 ;; * v S 82' 21' 23" W 220,763 S.F. OR 47.66 • 0 53 B.S. BRASS SCREW STA. STATION o� N °0 � 0 46.77 5.0 68 ACR ES 'N-iI o, Ni to S • 89' 57' 01" E "' I.R. IRON ROD P.O.B. POINT OF BEGINNING N coo S 86' 02' 38" W . NOT A PART OF THIS 45.99 if) ON LINE in ' z Z DO PARCEL 2 • PARCEL 1 24,24 • PARTITION PLAT 0) 52 FD. FOUND ° vi 4 vi S F. SQUARE FEET w W Do N 346,665 S.F. OR N 87' 07' 37" W 204,972 S.F. OR 4 4 00 w LI- N "' °' 7.958 ACRES 48.77 S 81' 33' 00" E « ON LINE o N 4 w 61.46 4.706 ACRES SHEET INDEX: "' w(0 ° M N 86' 39' 22" W • S 68' 00' 11" E--,=-41 0 51 to 0_ 0 N t- 43.86 SHEET 1 - MAP, NARRATIVE, NOTES, LEGEND, REFERENCE TABLE w 37.40 ON LINE x o l a ' N 85 01' 2 W _ • S 6 26 25 E - t ' • 50 o ("V° I 36.70 SHEET 2 : SURVEYOR'S CERTIFICATE, DECLARATION, ACKNOWLEDGMENT, o Z rn r 54.11 • o w ON LINE APPROVALS, CONSENT AFFIDAVIT. a al °D • N 8$' 22' 06" E--- N °' a w m Z N79'11'11 "W 42.94 4 9 0 NOTES 41.32 S 77' 31 31" E • In 1 . 013 NORTH i 0 N 76 43' 09" W • • 32.94 • a 48 Q THERE ARE NO APPROVED GEODETIC MONUMENTS OF RECORD AT THE 41.46 S 54' 15' 19" E - ---- °o 4 I- WASHINGTON COUNTY SURVEYOR'S OFFI WITHIN ONE -HALF MILE OF < • 48.39 ( 1 ) 0.17 NORTH 52 THIS PARTITION PLAT. 1 m A = 7T 07' 53" N 79' 11' 41" W 100' DETOUR S 5$' 02' 15" E • co 47 m R = 22.00 43 EASEMENT PER 3$•73 - REFERENCE TABLE: 1 25 25 L = 29.62 (L= 29.62) N 86' 28' 01" W " / ., • FEE NO. • N FD 5 8 I.R. UNDER SURVEYS. / " 89 -20392 41 93 56 5$ E TREE DID NOT TIE PLATS: F D 5 8 I R. W /YPC LC = N 51' 20' 17" E 45.37 "ROBERT MEYERS, INC. . 27 43 N $6' 01' 46" W • " • 46 , S.N. 23,139 BRITTANY SQUARE IN MON BOX PER S N 23,139 HELD I A • 12 45' 35 " 38.01 • 227,66 S 62 08 31 E S.N. 23,214 BRITTANY S NO. II 82 23' 39 P I . STA 70 +84. R = 570 " S 0' 00' 45" W 42 20 5, 0 .16 NORTH BRITTANY SQUARE NO. 3 S.N. 19,798 14 60 RIGHT 0 0 NORTH L = 196.94 (L =126 95) 34.29 / • S 60' 13' 44" E -+-• \O• 20' SLOPE EASEMENT PER S.N. 23,183 BRITTANY SQUARE NO 4 1 012 WEST LC = N 6' 23' 33" E S 60' 4611" W S 9 22' 43" 's ° °' FEE NO. 89 -20392 45 S.N. 19,597 CASTLES AT BRITTANY_ _ - 48" W�+�/v 16• / / 126.68 30.11 -- • • SS ms s, o ..�,x�. �.._ $ 5 0' 3 0 16 WEST (311 63) 38 25" 39.48(39 55) • 710 00 (379 04) S N. 22,891 N - - __ \ 74 „ " y" " S 89' 58' 26" W 009 REGISTERED -� ,/ 2 � F -- . .�N 0 00 45 E 311.601 12.57(12.66) . • 158 158.68 • LAND SURVEYOR A = 25' 27' 02' N 0' 00 45 E 378.92 0 S.N. 22,944 PROFESSIONAL 2 8 0 24 NORTH L = 600 00 P.R C 69 +53.61 A �� 0.13 WEST N 0 ' 00 ' 45 " E - 855.94 ( S N . 2 849 34 S.N. 23,214 ® , L = 266 52 CENTERLINE INTX. 69 +50 09 �- P.C. 67 +79.86 o S 00' 45" E N 0' 00' 45" E 943.42 (943.43 S N 23,139) LC = N 3' 52' 43" E FD. 5/8" I R. W /YPC - - 155.45.4 9 - - ' , _ ____ 264 33 "ROBERT S.W. 1 AVENUE - - - - - ROB MEYERS INC I.R. W YPC / FD. 5/8" I.R. W/YPC OREGON *FD. 5/8" PER S.N. 23,139 " ROBERT MEYERS, INC. JULY 26, 1988 " ROBERT MEYERS, INC JEFFERY S. WHITSON STA, 69 +16 01 4 83 RIGHT IN MON BOX PER S N. 23,139 IN MON BOX PER S.N. 23,139 HELD 2361 FD. 2" BRASS CAP IN MON ANGLE PT. 59 +23 92 BOX PER USBT BK 4, PG 30 P I 68 +67 73, 6.63 LEFT RENEWAL DATE 6 - - "WASH CO. SURVEYOR 1986 A = 16' 35' 29" HELD STATIONING CTR 33 1S1" R = 600 00 JOB NO. BOWX0034 , I HEREBY CERTIFY THAT THIS TRACING STA. 69 +14.27, 1 53 RIGHT L = 173 75 IS AN EXACT COPY OF THE ORIGINAL PLAT. LC = S 8' 18' 30" W 17314 SHEET 1 OF 2 1 I P AR TI TI 0 \ PLAT PARTITION PLAT NUMBER FOR RECORDED AS DOCUMENT NUMBER SCHOLLS FERRY ROAD L.L.C. SITUATED IN THE NORTHEAST AND SOUTHEAST ONE- QUARTERS OF SECTION 33, TOWNSHIP 1 SOUTH AND RANGE 1 WEST OF THE WILLAMETTE MERIDIAN CITY OF TIGARD WASHINGTON COUNTY, OREGON SURVEYOR'S CERTIFICATE APRIL 4, 1996 APPROVALS I, JEFFERY S. WHITSON, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE � �� APPROVED THIS DAY OF , 1996. � STATE OF OREGON, DO HEREBY STATE THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE LANDS REPRESENTED ON THE CITY OF TIGARD PLANNING ANNEXED MAP AND AT THE INITIAL POINT OF SAID SURVEY, I FOUND DAVID EVANS AND ASSOCIATES, INC. A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "OTAK INC. 2828 S_I,U. CORISETT AVENUE BY: LS 1833" INSIDE A 2" GALVANIZED IRON PIPE AT THE SOUTHWEST PORTLAND, OREGON c37201 CORNER OF LOT 72 OF THE PLAT OF BRITTANY SQUARE NO. 4, ( 223 -6663 A DULY RECORDED PLAT IN WASHINGTON COUNTY, SAID INITIAL POINT ALSO ---43E.-- FALLING ON THE NORTHERLY LINE OF LOT 67 OF BRITTANY SQUARE NO. 3, DECLARATION A DULY RECORDED PLAT IN WASHINGTON COUNTY; THENCE FROM SAID INITIAL APPROVED THIS DAY OF , 1996. POINT I RAN SOUTH 89' 58' 26" WEST TRACING SAID NORTHERLY LINE KNOW ALL MEN BY THESE PRESENTS, THAT SCHOLLS FERRY ROAD L.L.C., AN AND CONTINUING ALONG THE NORTHERLY LINE OF BRITTANY SQUARE NO. II, OREGON LIMITED LIABILITY COMPANY, IS THE OWNER OF THE LAND REPRESENTED WASHINGTON COUNTY SURVEYOR A DULY RECORDED PLAT IN WASHINGTON COUNTY, A DISTANCE OF 779.73 ON THE ANNEXED MAP, BEING MORE PARTICULARLY DESCRIBED IN THE ACCOMPANYING FEET TO THE EASTERLY RIGHT -OF -WAY LINE OF S.W. 135TH AVENUE; THENCE SURVEYOR'S CERTIFICATE, AND HAS CAUSED THE SAME TO BE PARTITIONED BY LEAVING SAID NORTHERLY LINE AND TRACING SAID EASTERLY RIGHT -OF -WAY INTO PARCELS AS SHOWN ON THE ANNEXED MAP AND SAID SCHOLLS FERRY ROADS LINE NORTH 0' 00' 45" EAST 378.92 FEET TO THE SOUTHWEST CORNER L.L.C. DOES HEREBY CONSENT TO THE PREPARATION AND RECORDING OF SAID MAP. --.-- OF A GREENWAY DEDICATION TO THE CITY OF TIGARD, RECORDED MAY 5, 1989 IN FEE NO. 89 -20391 WASHINGTON COUNTY DEED RECORDS; THENCE ALL TAXES, FEES, ASSESSMENTS OR OTHER CHARGES AS PROVIDED BY LEAVING SAID EASTERLY RIGHT -OF -WAY LINE AND TRACING THE SOUTHERLY ORS 92.095 HAVE BEEN PAID AS OF 1996. LINE OF SAID GREENWAY THE FOLLOWING COURSES; SOUTH 60' 22' 43" ' EAST 39.48 FEET; THENCE SOUTH 60' 13' 44" EAST 47.34 FEET; THENCE DIRECTOR, DIVISION OF ASSESSMENT AND TAXATION SOUTH 62' 08' 31" EAST 42.20 FEET; THENCE SOUTH 64' 56' 58" EAST IN WITNESS WHEREOF, I HEREUNTO SET MY HAND AND WASHINGTON COUNTY, OREGON 41.93 FEET; THENCE SOUTH 58' 02' 15" EAST 38.73 FEET; THENCE SOUTH SEAL ON THIS DAY OF , 1996 54' 15' 19" EAST 48.39 FEET; THENCE SOUTH 7T 31' 31" EAST 32.94 FEET; THENCE NORTH 88' 22' 06" EAST 42.94 FEET; THENCE SOUTH 63' 26' 25" EAST 36.70 FEET; THENCE SOUTH 68' 00' 11" EAST 37.40 FEET; BY THENCE SOUTH 81' 33' 00" EAST 61.46 FEET; THENCE SOUTH 89' 57' BY: DEPUTY 01" EAST 45.99 FEET; THENCE NORTH 73' 17' 30" EAST 47.66 FEET; THENCE SCHOLLS FERRY ROAD, L.L.C. WALTER BOWEN, MEMBER NORTH 69' 52' 50" EAST 47.74 FEET; THENCE NORTH 68' 42' 09" EAST 47.05 FEET; THENCE NORTH 69' 25' 06" EAST 59.45 FEET; THENCE NORTH -_- 73' 58' 21" EAST 49.34 FEET; THENCE NORTH 77' 04' 17" EAST 41.90 FEET; THENCE SOUTH 84' 03' 43" EAST 29.07 FEET TO THE WESTERLY LINE OF ACKNOWLEDGEMENT STATE OF OREGON }SS SAID BRITTANY SQUARE NO. 4; THENCE LEAVING SAID SOUTHERLY LINE AND COUNTY OF WASHINGTON TRACING SAID WESTERLY LINE SOUTH 0' 03' 32" EAST 292.02 FEET TO STATE OF OREGON SAID INITIAL POINT. COUNTY OF WASHINGTON SS I DO HEREBY CERTIFY THAT THIS PARTITION PLAT WAS RECEIVED FOR TOGETHER WITH THE FOLLOWING DESCRIBED TRACT: RECORD ON THIS DAY OF ,19__ , AT O'CLOCK M., AND RECORDED IN THE COUNTY CLERK RECORDS. BE IT REMEMBERED THAT ON THIS DAY OF ,1996 BEGINNING AT A POINT OF INTERSECTION OF THE NORTHERLY LINE OF SAID BEFORE ME, A NOTARY PUBLIC IN AND FOR SAID STATE AND COUNTY, CITY OF TIGARD GREENWAY AND THE WESTERLY LINE OF CASTLES OF BRITTANY, PERSONALLY APPEARED WALTER BOWEN, TO ME PERSONALLY KNOWN BY: A DULY RECORDED PLAT IN WASHINGTON COUNTY, SAID POINT OF BEGINNING WHO BEING DULY SWORN DID SAY THAT HE, WALTER BOWEN, A MEMBER FALLING NORTH 0' 03' 32 " WEST 604.49 FEET FROM SAID INITIAL POINT; AND OF SCHOLLS FERRY ROAD, L.L.C., AN OREGON LIMITED LIABILITY COMPANY, DEPUTY COUNTY CLERK RUNNING THENCE TRACING SAID NORTHERLY LINE THE FOLLOWING COURSES; HAS SIGNED THIS INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY SOUTH 61' 00' 19" WEST 63.61 FEET; THENCE SOUTH 64' 58' 08" WEST AND ACKNOWLEDGES SAID DECLARATION TO BE A FREE ACT AND DEED. 48.95 FEET; THENCE SOUTH 82' 46' 08" WEST 48.47 FEET; THENCE SOUTH _ 82' 21' 32" WEST 35.60 FEET; THENCE SOUTH 83' 19' 29" WEST 51.78 _ FEET; THENCE SOUTH 84' 07' 52" WEST 49.64 FEET; THENCE SOUTH 82' STATE OF OREGON SS 21' 23" WEST 46.77 FEET; THENCE SOUTH 86' 02' 38" WEST 24.24 FEET; COUNTY OF WASHINGTON THENCE NORTH 87' 07' 37 �� WEST 48.77 FEET; THENCE NORTH 86' 39' 22" WEST 43.86 FEET; THENCE NORTH 85' 01' 26" WEST 54.11 FEET; THENCE NORTH I DO HEREBY CERTIFY THAT THIS TRACING IS A COPY CERTIFIED TO ME, BY 79' 11' 11" WEST 41.32 FEET; THENCE NORTH 76' 43' 09" WEST 41.46 THE SURVEYOR OF THIS CONDOMINIUM, PLAT, TO BE A TRUE AND EXACT FEET; THENCE NORTH 79' 11' 41" WEST 43.89 FEET; THENCE NORTH 86' IN WITNESS WHEREOF I HEREUNTO SET COPY OF THE ORIGINAL, AND THAT IT WAS RECORDED IN THE COUNTY 28' 01" WEST 45.37 FEET; THENCE NORTH 86' 01' 46" WEST 38.01 FEET; THENCE MY HAND AND OFFICIAL SEAL THE CLERKS RECORDS. SOUTH 82' 23' 39" WEST 34.29 FEET; THENCE SOUTH 60' 46' 11" WEST DAY AND YEAR LAST WRITTEN ABOVE. 30.11 FEET; THENCE SOUTH 55' 38' 25" WEST 12.57 FEET TO SAID EASTERLY RIGHT -OF -WAY LINE OF S.W. 135TH AVENUE; THENCE TRACING SAID EASTERLY BY RIGHT -OF -WAY LINE NORTH 0' 00' 45" EAST 311.60 FEET TO A POINT OF DEPUTY COUNTY CLERK CURVATURE; THENCE CONTINUING ALONG SAID EASTERLY RIGHT -OF -WAY LINE ALONG THE ARC OF A 570.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 12' 45' 35 ", AN ARC DISTANCE OF 196.94 FEET (THE LONG CHORD OF WHICH BEARS NORTH 6' 23' 33" EAST 126.68 FEET) „ -_ -_ TO A POINT LIINE OF STREET; THENCE SOUTHERLY SAID SOUTHERLY WAY PROFESSIONAL CONSENT AFFIDAVIT RIGHT -OF -WAY LINE THE FOLLOWING COURSES; ALONG THE ARC OF A 22.00 LAND SURVEYOR FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF A CONSENT AFFIDAVIT FROM UNITED STATES NATIONAL BANK OF OREGON, A TRUST 77' 07' 53 ", AN ARC DISTANCE OF 29.62 FEET (THE LONG CHORD OF WHICH DEED BENEFICIARY HAS BEEN RECORDED AS DOCUMENT NO. , BEARS NORTH 51' 20' 17" EAST 27.43 FEET; THENCE NORTH 89' 54' 13" WASHINGTON COUNTY DEED RECORDS. EAST 684.63 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A OREGT JULY 26, 175.0 0 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF JEFFERY S. N 19' 28' 20 ", AN ARC DISTANCE OF 59.47 FEET (THE LONG CHORD OF _ 2361 WHICH BEARS SOUTH 80' 21' 37' EAST 59.19 FEET) TO SAID WESTERLY RENEWAL DATE 6 -30 -96 LINE OF CASTLES OF BRITTANY; THENCE TRACING SAID WESTERLY LINE SOUTH 0' 03' 32" EAST 378.79 FEET TO THE POINT OF BEGINNING. I HEREBY CERTIFY THAT THIS TRACING IS AN EXACT COPY OF THE ORIGINAL PLAT CONTAINING AN AREA OF 12.664 ACRES, MORE OR LESS SHEET 2 OF 2 BOWX0030