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SDR2001-00013 SDR2001 - 00013 WYATT FIRE PROTECTION NOTICE OF TYPE II DECISION SITE DEVELOPMENT REVIEW (SDR) 2001-00013 CITY OF TIGARD WYATT FIRE PROTECTION Community Development Shaping Better Community 120 DAYS = 10/04/2002 SECTION I. APPLICATION SUMMARY FILE NAME: WYATT FIRE PROTECTION CASE NO.: Site Development Review (SDR) SDR2001-00013 PROPOSAL: The applicant is proposing a phased project to demolish two (4) existing structures and build a new 10,560 square foot office with associated storage. Phase #1 will demolish three of the existing buildings in order to construct the proposed 10,560 square foot office building. Phase #2 will consist of demolishing the fourth building and add a 4,800 square foot addition to the building of Phase#1. OWNER: Eugene D. Wyatt APPLICANT'S Bayard Mentrum 9095 SW Bumham Street REP: Mentrum Architecture, Inc. Tigard, OR 97223 2858 NW Santanita Terrace Portland, OR 97210 LOCATION: 9095 SW Bumham Street; WCTM 2S102AD, Tax Lot 1300. ZONE: CBD: Central Business District. The CBD zoning district is designed to provide a concentrated central business district centered on the City's historic downtown, including a mix of civic, retail and office uses. Single- family attached housing at a maximum density of 12 units/net acre, • equivalent of the R-12 zoning district, and multi-family housing at a minimum density of 32 units/acre, equivalent to the R-40 zoning district, are permitted outright. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360, 18.390, 18.520, 18.705, 18.725, 18.745, 18.755, 18.765, 18.790, 18.795 and 18.810. SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request subject to certain conditions of approval. The findings and conclusions on which the decision is based are noted in Section VI. NOTICE OF TYPE II DECISION SDR2001-00013NVYATT FIRE PROTECTION BUILDING PAGE 1 OF 23 CONDITIONS OF APPROVAL THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO THE ISSUANCE OF SITE/BUILDING PERMITS: Submit evidence of complying with the following conditions to the Planning Division. Staff contact: Mathew Scheidegger x2437. 1. Provide a plan showing a walkway extending from the separate entrances of the proposed development to SW Burnham. 2. Provide a plan showing the parking area to be screened from SW Burnham with a balance of low lying and vertical shrubbery. Parking lot trees must also be shown on the plan at a spacing of 1 for every 7 parking stalls. 3. Submit a narrative addressing which one of the four methods of mixed solid waste and recyclable storage will be used, to be reviewed and approved by the Planning Department. 4. Provide a plan showing at least five percent of the proposed parking stalls reserved for carpool/vanpool parking. 5. Provide one (1) additional ADA accessible parking stall. 6. Provide a plan showing all parking stalls along the boarder of the property to be fitted with wheel stops at least four inches high located three feet back from the front of the parking stall. 7. Provide a plan indicating 8-bicycle parking stalls will be available on-site. 8. Provide a plan that shows an 8-stall bicycle rack designed according to Section 18.765.050.C. of the Tigard Development Code. 9. Submit a time schedule for the completion of both phases which will not to exceed three years. 10. Submit a lighting plan to be reviewed by Jim Wolf of the Tigard Police. 11. Provide a letter from ODOT regarding the construction of a public bus stop and compliance with ODOT conditions. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO ISSUANCE OF THE SITE PERMIT: Submit to the Engineering Department (Brian Rager, 639-4171, ext. 2471) for review and approval: 12. Prior to issuance of a site permit, a Public Facility Improvement (PFI) permit is required for this project to cover the half-street improvement in Burnham Street and any other work in the public right-of-way. Six (6) sets of detailed public improvement plans shall be submitted for review to the Engineering Department. NOTE: these plans are in addition to any drawings required by the Building Division and should only include sheets relevant to public improvements. Public Facility Improvement (PFI) permit plans shall conform to City of Tigard Public Improvement Design Standards, which are available at City Hall and the City's web page (www.ci.tigard.or.us). 13. The PFI permit plan submittal shall include the exact legal name, address and telephone number of the individual or corporate entity who will be designated as the "Permittee", and who will provide the financial assurance for the public improvements. For example, specify if the entity is a corporation, limited partnership, LLC, etc. Also specify the state within which the entity is incorporated and provide the name of the corporate contact person. Failure to provide accurate information to the Engineering Department will delay processing of project documents. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 2 OF 23 14. Prior to issuance of the site permit, the applicant shall submit a suite layout map to Shirley Treat, Engineering Department. If the applicant is not sure how many suites will be used, they must estimate a number. The City will then assign suite numbers and the address fee will then be calculated. The fee must be paid by the applicant prior to issuance of the site permit. (STAFF CONTACT: Shirley Treat, Engineering). 15. The applicant shall submit construction plans to the Engineering Department as a part of the Public Facility Improvement permit, which indicate that they will construct a half-street improvement along the frontage of Burnham Street. The improvements adjacent to this site shall include: A. City standard pavement section for a collector street from curb to centerline equal to 17 feet; B. pavement tapers needed to tie the new improvement back into the existing edge of pavement shall be built beyond the site frontage; C. concrete curb, or curb and gutter as needed; D. storm drainage, including any off-site storm drainage necessary to convey surface and/or subsurface runoff; E. 8 foot concrete sidewalk with a planter strip; F. street trees in the planter strip spaced per TDC requirements; G. street striping; H. streetlight layout by applicant's engineer, to be approved by City Engineer; underground utilities; J. street signs (if applicable); K. driveway apron (if applicable); and L. adjustments in vertical and/or horizontal alignment to construct SW Burnham Street in a safe manner, as approved by the Engineering Department. 16. The applicant's engineer shall coordinate with Vannie Nguyen, Engineering Manager, with regard to specific design issues relative to Burnham Street identified by the Capital Improvement Division. 17. A profile of Burnham Street shall be required, extending 300 feet either side of the subject site showing the existing grade and proposed future grade. 18. The applicant shall provide an on-site water quality facility as required by Clean Water Services Design and Construction Standards (adopted by Resolution and Order No. 00-7). Final plans and calculations shall be submitted to the Engineering Department (Brian Rager) for review and approval prior to issuance of the site permit. In addition, a proposed maintenance plan shall be submitted along with the plans and calculations for review and approval. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO ISSUANCE OF THE BUILDING PERMIT: Submit to the Engineering Department (Brian Rager, 639-4171, ext. 2471) for review and approval: 19. Prior to issuance of a building permit, additional right-of-way shall be dedicated to the Public along the frontage of Burnham Street to increase the right-of-way to 31 feet from the centerline. The description shall be tied to the existing right-of-way centerline. The dedication document shall be on City forms. Instructions are available from the Engineering Department. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO A FINAL BUILDING INSPECTION: NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 3 OF 23 Submit to the Engineering Department (Brian Rager, 639-4171, ext. 2471) for review and approval: 20. Prior to a final building inspection, the applicant shall complete the required public improvements, obtain conditional acceptance from the City, and provide a one-year maintenance assurance for said improvements. 21. Prior to final inspection, the applicant shall provide the City with as-built drawings of the public improvements as follows: 1) 3 mil mylar, 2) a diskette of the as-builts in "DWG" format, if available; otherwise "DXF" will be acceptable, and 3) the as-built drawings shall be tied to the City's GPS network. The applicant's engineer shall provide the City with an electronic file with points for each structure (manholes, catch basins, water valves, hydrants and other water system features) in the development, and their respective X and Y State Plane Coordinates, referenced to NAD 83 (91). 22. The applicant shall either place the existing overhead utility lines along SW Burnham Street underground as a part of this project, or they shall pay the fee in-lieu of undergrounding. The fee shall be calculated by the frontage of the site that is parallel to the utility lines and will be $27.50 per lineal foot. If the fee option is chosen, the amount will be $2,943.00 and it shall be paid prior to final inspection. 23. Prior to final inspection, the applicant shall pay $280.00 to the City for the striping of the bike lane along the frontage of Burnham Street. 24. To ensure compliance with Clean Water Services design and construction standards, the applicant shall employ the design engineer responsible for the design and specifications of the private water quality facility to perform construction and visual observation of the water quality facility for compliance with the design and specifications. These inspections shall be made at significant stages, and at completion of the construction. Prior to final building inspection, the design engineer shall provide the City of Tigard (Inspection Supervisor) with written confirmation that the water quality facility is in compliance with the design and specifications. Staff Contact: Hap Watkins, Building Division. THIS APPROVAL SHALL BE VALID FOR EIGHTEEN (18) MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. SECTION III. BACKGROUND INFORMATION Site History: No previous land-use cases are associated with the subject property. Vicinity Information: Property to the north, south, east, and west are zoned Central Business District; CBD. The area is developed with a mix of commercial uses. Site Information and Proposal Description: The applicant is proposing a phased project to demolish two (4) existing structures and build a new 10,560 square foot office with associated storage. Phase #1 will demolish three of the existing buildings in order to construct the proposed 10,560 square foot office building. Phase #2 will consist of demolishing the fourth building and add a 4,800 square foot addition to the building of Phase #1. SECTION IV. COMMENTS FROM PROPERTY OWNERS WITHIN 500 FEET No comments were received. NOTICE OF TYPE II DECISION SDR2001-00013M/YATT FIRE PROTECTION BUILDING PAGE 4 OF 23 SECTION V. SUMMARY OF APPLICABLE REVIEW CRITERIA A. Zoning Districts 18.520 (Commercial Zoning Districts) B. Applicable Development Code Standards 18.705 Access Egress and Circulation) 18.745 Landscaping and Screening) 18.755 Mixed Solid Waste and Recyclable Storage) 18.765 Off-Street parking and loading requirements) 18.780 Signs) 18.790 Tree Removal) 18.795 Visual Clearance) C. Specific DR Approval Criteria 18.360 D. Street and Utility Improvement Standards 18.810 E. Impact Study 18.390 SECTION VI. APPLICABLE DEVELOPMENT CODE STANDARDS A. ZONIING DISTRICT Commercial Zoning District: Section 18.520.020 Lists the description of the Commercial Zoning Districts. The site is located in the CBD: Central Business District. Development Standards: Section 18.530.040.B States that Development standards in commercial zoning districts are contained in Table 18.530.2 below: TABLE 18.520.2 DEVELOPMENT STANDARDS IN COMMERCIAL ZONES STANDARD CBD Prop4t! Minimum Lot Size None 41,269 sq.ft. -Detached unit - -Boarding,lodging,rooming house - Minimum Lot Width None 107 ft. Minimum Setbacks -Front yard 0/30 ft[12] 20ft. -Side facing street on corner&through lots[1] 0/30 ft[12] - -Side yard 0/30 ft[12] 5 ft. -Side or rear yard abutting more restrictive zoning district - - --Rear yard 0/30 ft[12] 34 ft. -Distance between front of garage&property line abutting a public or private street. - Minimum Building Height N/A N/A Maximum Building Height 80 ft[13] >80 ft. Maximum Site Coverage[2] 85% 81% Minimum Landscape Requirement 15% 19% As demonstrated in the table above, the applicant's plans comply with the dimensional standards of the CBD zone. FINDING: Based on the analysis above, the Development Standards criteria have been satisfied. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 5 OF 23 B. APPLICABLE DEVELOPMENT CODE STANDARDS The Site development Review approval standards require that a development proposal be found to be consistent with the various standards of the Community Development Code. The applicable criteria in this case are Chapters 18.360, 18.390, 18.520, 18.705, 18.745, 18.755, 18.765, 18.775, 18.780, 18.790, 18.795, and 18.810. The proposal's consistency with these Code Chapters is reviewed in the following sections. Access, Egress and Circulation (18.705): Access plan: No building or other permit shall be issued until scaled plans are presented and approved as provided by this chapter that show how access, egress and circulation requirements are to be fulfilled. The applicant shall submit a site plan. The Director shall provide the applicant with detailed information about this submission requirement. The applicant has provided plans showing access, egress and circulation from SW Burnham Street. Therefore, this standard has been satisfied. Joint access: Owners of two or more uses, structures, or parcels of land may agree to utilize jointly the same access and egress when the combined access and egress of both uses, structures, or parcels of land satisfies the combined requirements as designated in this title, provided: Satisfactory legal evidence shall be presented in the form of deeds, easements, leases or contracts to establish the joint use; and copies of the deeds, easements, leases or contracts are placed on permanent file with the City. No joint access is proposed at this time. Therefore, this standard does not apply. Public street access: All vehicular access and egress as required in Sections 18.705.030H and 18.705.0301 shall connect directly with a public or private street approved by the City for public use and shall be maintained at the required standards on a continuous basis. The proposed building is accessible from SW Burnham Street, which is a public street that will be maintained as a public street. Curb cuts: Curb cuts shall be in accordance with Section 18.810.030N: Concrete curbs, curb cuts, wheelchair, bicycle ramps and driveway approaches shall be constructed in accordance with standards specified in this chapter and Section 15.04.080: Concrete curbs and driveway approaches are required; except where no sidewalk is planned, an asphalt approach may be constructed with City Engineer approval and Asphalt and concrete driveway approaches to the property line shall be built to City configuration standards. No driveway approach shall be less than five feet from the side property line projected except in cul-de-sacs, without approval and written permission of the city. The end slopes may encroach within the five foot restricted area. No portion of any driveway approach, including the end slopes, shall be located closer than thirty feet to an intersection street right-of-way line. Commercial or service drives shall not be more than thirty feet in width and if located on the same lot frontage shall be separated by a minimum length of curb of thirty feet. Each residential driveway shall be not more than twenty-six feet in width including end slopes, and if more than one driveway is to be constructed to serve the same lot, the frontage spacing between such driveways shall be not less than thirty feet measured along the curb line. Joint access driveways shall conform to the appropriate width standard for commercial or residential type usage. The driveway approach is pre-existing. Therefore, this standard does not apply. NOTICE OF TYPE II DECISION SDR2001-00013M/YATT FIRE PROTECTION BUILDING PAGE 6 OF 23 Walkways: On-site pedestrian walkways shall comply with the following standards: Walkways shall extend from the ground floor entrances or from the ground floor landing of stairs, ramps, or elevators of all commercial, institutional, and industrial uses, to the streets which provide the required access and egress. Walkways shall provide convenient connections between buildings in multi-building commercial, institutional, and industrial complexes. Unless impractical, walkways shall be constructed between new and existing developments and neighboring developments; According to the plans submitted, a 6-foot concrete walkway will extend from the main entrance of the 1st suite closest to SW Burnham. However, the plans do not show a walkway extending from any of the other proposed suites. Therefore, the applicant is required to provide a plan showing a walkway extending from the separate entrances of the proposed development. Wherever required walkways cross vehicle access driveways or arking lots, such crossings shall be designed and located for pedestrian safety. Required walkways shall be physically separated from motor vehicle traffic and parking by either a minimum 6-inch vertical separation (curbed) or a minimum 3-foot horizontal separation, except that pedestrian crossings of traffic aisles are permitted for distances no greater than 36 feet if appropriate landscaping, pavement markings, or contrasting pavement materials are used. Walkways shall be a minimum of four feet in width, exclusive of vehicle overhangs and obstructions such as mailboxes, benches, bicycle racks, and sign posts, and shall be in compliance with ADA standards; The applicant has proposed a 6-foot walkway extending from SW Burnham Street to the front door, of the 1st suite of the proposed development, which does not cross a traffic aisle. However, the applicant has been required previously to provide a plan showing a walkway extending to all entrances of the proposed suites, which will be reviewed for pedestrian safety. Therefore, this standard has been satisfied. Required walkways shall be paved with hard surfaced materials such as concrete, asphalt, stone, brick, etc. Walkways may be required to be lighted and/or signed as needed for safety purposes. Soft-surfaced public use pathways may be provided only if such pathways are provided in addition to required pathways. The applicant is proposing the new walkway to be asphalt. Therefore, this standard has been satisfied Minimum Access Requirements for Commercial and Industrial Use: Section 18.705.030.1_provides the minimum access requirements for commercial and industrial uses: Table 18.705.3 indicates that the required access width for developments with 0-99 parking spaces is one 30-foot accesses with 24 feet of pavement. Vehicular access shall be provided to commercial or industrial uses, and shall be located to within 50 feet of the primary ground floor entrances; additional requirements for truck traffic may be placed as conditions of site development review. The site is currently developed with a 30-foot-wide access drive with 24 feet of pavement. Which meets this criterion. Therefore, this standard is met. One-way vehicular access points: Where a proposed parking facility indicates only one-way traffic flow on the site, it shall be accommodated by a specific driveway serving the facility; the entrance drive shall be situated closest to oncoming traffic and the exit drive shall be situated farthest from oncoming traffic. The access drive is designed for two-way traffic. Therefore, this standard does not apply. The Director has the authority to restrict access when the need to do so is dictated by one or more of the following conditions: NOTICE OF TYPE II DECISION SDR2001-00013IWYATT FIRE PROTECTION BUILDING PAGE 7 OF 23 To provide for increased traffic movement on congested streets and to eliminate turning movement problems, the Director may restrict the location of driveways on streets and require the location of driveways be placed on adjacent streets, upon the finding that the proposed access would: • Cause or increase existing hazardous traffic conditions; or • Provide inadequate access for emergency vehicles; or • Cause hazardous conditions to exist which would constitute a clear and present danger to the public health, safety, and general welfare. To eliminate the need to use public streets for movements between commercial or industrial properties, parking areas shall be designed to connect with parking areas on adjacent properties unless not feasible. The Director shall require access easements between properties where necessary to provide for parking area connections; To facilitate pedestrian and bicycle traffic, access and parking area plans shall provide efficient sidewalk and/or pathway connections, as feasible, between neighboring developments or land uses; The access to the subject property is pre-existing and is not considered hazardous or constitutes a clear and present danger to the public health. Therefore, no access restriction is required. FINDING: Based on the analysis above, the Access, Egress and Circulation standards have not been met. CONDITION:Provide a plan showing a walkway extending from the separate entrances of the proposed development to SW Burnham. Landscaping and Screening (18.745): Street Trees: Section 18.745.040 states that all development projects fronting on a public street or a private drive more than 100 feet in length shall be required to plant street trees in accordance with Section 18.745.040.0 Section 18.745.040.0 requires that street trees be spaced between 20 and 40 feet apart depending on the size classification of the tree at maturity (small, medium or large). The subject site is approximately 107 feet in width. The applicant has provided a landscape plan showing 4 Red Sunset maples spaced at 20 feet apart. Therefore, this standard has been satisfied. Buffering and Screening: Section 18.745.050 states that buffering and screening is required to reduce the impacts on adjacent uses which are of a different type in accordance with the matrices in this chapter (Tables 18.745.1 and 18.745.2). The owner of each proposed development is responsible for the installation and effective maintenance of buffering and screening. When different uses would be abutting one another except for separation by a right-of- way, buffering, but not screening, shall be required as specified in the matrix; The proposed office use will abut a non-conforming auto repair use to the east, a railroad to the north and an office use to the west. A 5-foot landscaped area with 25 Japanese Holly bushes, and 7 Incense Cedars buffers the abutting parcel to the east. Staff is satisfied that the proposed buffer will adequately screen the proposed office use from the adjoining property to the east. According to the standard, the east abutting property is the only parcel that the proposed use is required to provide buffering for. Therefore, this standard has been met. Screening: Special Provisions: Section 18.745.050.E requires the screening of parking and loading areas. Landscaped parking areas shall include special design features which effectively screen the parking lot areas from view. Planting materials to be installed should achieve a relative balance between low lying and vertical shrubbery and trees. Trees shall be planted in NOTICE OF TYPE II DECISION SDR2001-00013,WYATT FIRE PROTECTION BUILDING PAGE 8 OF 23 landscaped islands in all parking areas, and shall be equally distributed on the basis of one (1) tree for each seven (7) parking spaces in order to provide a canopy effect. The minimum dimension on the landscape islands shall be three (3) feet wide and the landscaping shall be protected from vehicular damage by some form of wheel guard or curb. The associated parking area is to the west of the subject site. The parking area will be screened from the abutting property to the east by the proposed building. The parking area is proposed to be screened from the western abutting property by a 6-foot-high cyclone fence with slats. The screening from SW Burnham Street does not meet code requirements. The applicant has only shown a bioswale and a single street tree separating the parking area from the street. The applicant has shown 2 landscape islands containing Flowering Pear trees and David Viburnum. However, the applicant is required to provide 1 parking lot tree for every 7 spaces. Therefore, the applicant is required to provide a plan showing the parking area to be screened from SW Burnham with a balance of low lying and vertical shrubbery. Parking lot trees must also be shown on the plan at a spacing of 1 for every 7 parking stalls. Screening Of Service Facilities. Except for one-family and two-family dwellings, any refuse container or disposal area and service facilities such as gas meters and air conditioners which would otherwise be visible from a public street, customer or resident parking area, any public facility or any residential area shall be screened from view by placement of a solid wood fence or masonry wall between five and eight feet in height. All refuse materials shall be contained within the screened area; Screening of Service Facilities is addressed under Chapter 18.755 (Mixed Solid Waste and Recyclable Storage). FINDING: Based on the analysis above, the landscaping and screening standards have not been met. CONDITION: Provide a plan showing the parking area to be screened from SW Burnham with a balance of low lying and vertical shrubbery. Parking lot trees must also be shown on the plan at a spacing of 1 for every 7 parking stalls. Mixed Solid Waste and Recyclables Storage (18.755): Chapter 18.755 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 must choose one 11) of the following four (4) methods to demonstrate compliance: Minimum Standard,Waste Assessment, Comprehensive Recycling Plan, or Franchised Hauler Review and Sign-Off. The applicant will have to submit evidence or a plan which indicates compliance with this section. Regardless of which method chosen, the applicant will have to submit a written sign-off from the franchise hauler regarding the facility location and compatibility. According to the applicant, a 10-foot by 16-foot area with a 6-foot-high cyclone fence with sight obscuring slats and solid metal gates will be provided at the northwest end of the proposed site. However, the applicant has not indicated which of the four (4) methods is being used to determine the size and location of the enclosed trash enclosure. Therefore, the applicant is required to address which one (1) of the four (4) methods of on-site storage and collection of mixed solid waste pick-up and removal will be used. Location Standards. To encourage its use, the storage area for source-separated recyclable shall be co- located with the storage area for residual mixed solid waste; Indoor and outdoor storage areas shall comply with Uniform Building and Fire Code requirements; Storage area space requirements can be satisfied with a single location or multiple locations, and can combine both interior and exterior locations; Exterior storage areas can be located within interior side yard or rear yard areas. Exterior storage areas shall not be located within a NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 9 OF 23 required front yard setback or in a yard adjacent to a public or private street; Exterior storage areas shall be located in central and visible locations on a site to enhance security for users; Exterior storage areas can be located in a parking area, if the proposed use provides at least the minimum number of parking spaces required for the use after deducting the area used for storage. Storage areas shall be appropriately screened according to the provisions in 18.755.050 C, design standards; The storage area shall be accessible for collection vehicles and located so that the storage area will not obstruct pedestrian or vehicle traffic movement on the site or on public streets adjacent to the site. The proposed refuse container will be located toward the middle of the subject parcel on the northwest side of the lot. The proposed storage area is visible to all future users of the site and does not interfere with vehicular or pedestrian traffic. The refuse area is proposed to be screened with a 6-foot-high cyclone fence. Therefore, this standard has been satisfied . Design Standards. The dimensions of the storage area shall accommodate containers consistent with current methods of local collection; Storage containers shall meet Uniform Fire Code standards and be made and covered with waterproof materials or situated in a covered area; Exterior storage areas shall be enclosed by a sight-obscuring fence wall, or hedge at least six feet in height. Gate openings which allow access to users and haulers shall be provided. Gate openings for haulers shall be a minimum of 10 feet wide and shall be capable of being secured in a closed and open position; Storage area(s) and containers shall be clearly labeled to indicate the type of materials accepted. The applicant is proposing to screen the refuse area with a 6-foot-high cyclone fence with sight obscuring slats and solid metal gates that open to create a 10-foot-wide opening. The gates will be capable of being secured in a closed and open position. FINDING: Based on the analysis above, the Mixed Solid Waste/Recycling Storage Standards have not been met. CONDITION: Submit a narrative addressing which one of the four methods of mixed solid waste and recyclable storage will be used, to be reviewed and approved by the Planning Department. Off-Street Parking and Loading (18.765): Location of vehicle parking: Off-street parking spaces for single-family and duplex dwellings and single-family attached dwellings shall be located on the same lot with the dwellings. Off-street parking lots for uses not listed above shall be located not further than 200 feet from the building or use that they are required to serve, measured in a straight line from the building with the following exceptions: a) commercial and industrial uses which require more than 40 parking spaces may provide for the spaces in excess of the required first 40 spaces up to a distance of 300 feet from the primary site; The 40 parking spaces which remain on the primary site must be available for users in the following order of priority: 1) Disabled-accessible spaces; 2) Short-term spaces; 3) Long-term preferential carpool and vanpool spaces; 4) Long-term spaces. The applicant will have a total of 42 parking stalls, which will all be located onsite. Therefore, this standard is satisfied. Joint Parking_ Owners of two or more uses, structures or parcels of land may agree to utilize jointly the same parking and loading spaces when the peak hours of operation do not overlay, subject to the following: 1) The size of the joint parking facility shall be at least as large as the number of vehicle parking spaces required by the larger(est) use per Section 18.765.070; 2) Satisfactory legal evidence shall be presented to the Director in the form of deeds, leases or contracts to establish the joint use; 3) If a joint use arrangement is subsequently terminated, or if the uses change, the requirements of this title thereafter apply to each separately. NOTICE OF TYPE II DECISION SDR2001-00013NVYATT FIRE PROTECTION BUILDING PAGE 10 OF 23 Joint parking is not proposed with this application. Therefore, this standard does not apply. Parking in Mixed-Use Projects: In mixed-use projects, the required minimum vehicle parking shall be determined using the following formula. 1) Primary use, i.e., that with the largest proportion of total floor area within the development, at 100% of the minimum vehicle parking required for that use in Section 18.765.060; 2) Secondary use, i.e., that with the second largest percentage of total floor area within the development, at 90% of the vehicle parking required for that use in Section 18.765.060; 3) Subsequent use or uses, at 80% of the vehicle parking required for that use(s) in Section 18.765.060; 4) The maximum parking allowance shall be 150% of the total minimum parking as calculated in D.1.-3. above. The subject site is not considered a mixed-use. Therefore, this standard does not apply. Visitor Parking in Multi-Family Residential Developments: Multi-dwelling units with more than 10 required parking spaces shall provide an additional 15% of vehicle parking spaces above the minimum required for the use of guests of residents of the complex. These spaces shall be centrally located or distributed throughout the development. Required bicycle parking facilities shall also be centrally located within or evenly distributed throughout the development. This project does not involve a multi-family use. Therefore, this standard does not apply. Preferential Long-Term CarpoolNanpool Parking: Parking lots providing in excess of 20 long-term parking spaces shall provide preferential long-term carpool and vanpool parking for employees, students and other regular visitors to the site. At least 5% of total long-term parking spaces shall be reserved for carpool/vanpool use. Preferential parking for carpools/vanpools shall be closer to the main entrances of the building than any other employee or student parking except parking spaces designated for use by the disabled. Preferential carpool/vanpool spaces shall be full-sized per requirements in Section 18.765.040N and shall be clearly designated for use only by carpools and vanpools between 7:00 AM and 5:30 PM Monday through Friday. The site will be constructed with a total of 42 parking stalls. According to the standard, the applicant is required to dedicate at least five percent of the total parking to carpool/vanpool spaces. Disabled-Accessible Parking: All parking areas shall be provided with the required number of parking spaces for disabled persons as specified by the State of Oregon Uniform Building Code and federal standards. Such parking spaces shall be sized, signed and marked as required by these regulations. The proposed parking area will have a total of 42 parking stalls, 1 of which is ADA compliant. According to ADA standards, parking lots with 26 to 50 parking stalls must provide 2 ADA accessible stalls that are 9 feet wide with an 8-foot access aisle. Therefore, the applicant is required to provide one (1) additional ADA accessible parking stall. Access Drives: With regard to access to public streets from off-street parking: access drives from the street to off-street parking or loading areas shall be designed and constructed to facilitate the flow of traffic and provide maximum safety for pedestrian and vehicular traffic on the site the number and size of access drives shall be in accordance with the requirements of Chapter, 18.705 Access Egress and Circulation; access drives shall be clearly and permanently marked and defined through use of rails, fences, walls or other barriers or markers on frontage not occupied by service drives; access drives shall have a minimum vision clearance in accordance with Chapter 18.795, Visual Clearance; access drives shall be improved with an asphalt or concrete surface; and excluding single-family and duplex residences, except as provided by Subsection 18.810.030.P, groups of two or more parking spaces shall be served by a service drive so that no NOTICE OF TYPE II DECISION SDR2001-00013/wYATT FIRE PROTECTION BUILDING PAGE 11 OF 23 backing. movements or other maneuvering within a street or other public right-of-way will be required. The access drive has been addressed previously in this decision under Chapter 18.705 (Access Egress and Circulation). Pedestrian Access: Pedestrian access through parking lots shall be provided in accordance with Section 18.705.030.F. Where a parking area or other vehicle area has a drop-off grade separation, the property owner shall install a wall, railing, or other barrier which will prevent a slow-moving vehicle or driverless vehicle from escaping such area and which will prevent pedestrians from walking over drop-off edges. Pedestrian access has been discussed previously in this decision under Chapter 18.705 (Access Egress and Circulation). Parking Lot Striping: Except for single-family and duplex residences, any area intended to be used to meet the off-street parking requirements as contained in this Chapter shall have all parking spaces clearly marked; and all interior drives and access aisles shall be clearly marked and signed to show direction of flow and maintain vehicular and pedestrian safety. The plans submitted show the parking stalls to be clearly marked with striping. Therefore, this standard has been satisfied. Wheel Stops: Parking spaces along the boundaries of a parking lot or adjacent to interior landscaped areas or sidewalks shall be provided with a wheel stop at least four inches high located three feet back from the front of the parking stall. The front three feet of the parking stall may be concrete, asphalt or low lying landscape material that does not exceed the height of the wheel stop. This area cannot be calculated to meet landscaping or sidewalk requirements. The plans submitted by the applicant do not show the proposed parking stalls along the boundary of the site to be fitted with wheel stops. Therefore, the applicant is required to provide a plan showing all parking stalls along the border of the property to be fitted with wheel stops at least four inches high located three feet back from the front of the parking stall. Space and Aisle Dimensions: Section 18.765.040.N states that: "except as modified for angled parking in Figures 18.765.1 and 18.765.2 the minimum dimensions for parking spaces are: 8.5 feet x 18.5 feet for a standard space and 7.5 feet x 16.5 feet for a compact space; aisles accommodating two direction traffic, or allowing access from both ends, shall be 24 feet in width. The applicant's plans indicate that all 42 parking stalls will meet the minimum dimensions for standard parking stalls. Therefore, this standard has been satisfied. Bicycle Parking Location and Access: Section 18.765.050 states bicycle parking areas shall be provided at locations within 50 feet of primary entrances to structures; bicycle parking areas shall not be located within parking aisles, landscape areas or pedestrian ways; outdoor bicycle parking shall be visible from on-site buildings and/or the street. When the bicycle parking area is not visible from the street, directional signs shall be used to located the parking area; and bicycle parking may be located inside a building on a floor which has an outdoor entrance open for use and floor location which does not require the bicyclist to use stairs to gain access to the space. Exceptions may be made to the latter requirement for parking on upper stories within a multi-story residential building. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 12 OF 23 According to Table 18.765.2 of the Tigard Development Code, the minimum bicycle-parking requirement for an office use is 0.5 spaces er 1,000 square feet. The table indicates a minimum of 8 bicycle parking stalls is required. The subject building is approximately 15,360 square feet. The applicant has indicated on the site plan that bicycle parking will be provided toward the front of the subject site. However, the applicant has not indicated the number of parking stalls to be provided. Therefore, the applicant is required to provide a plan indicating 8 bicycle parking stalls will be provided. Bicycle Parking Design Requirements: Section 18.765.050.C. The following design requirements apply to the installation of bicycle racks: The racks required-for required bicycle parking spaces shall ensure that bicycles may be securely locked to them without undue inconvenience. Provision of bicycle lockers for long-term (employee) parking is encouraged but not required; bicycle racks must be securely anchored to the ground, wall- or other structure; bicycle parking spaces shall be at least 21/2 feet by six feet long, and, when covered with a vertical clearance of seven feet. An access aisle of at least five feet wide shall be provided and maintained beside or between each row of bicycle parking; each required bicycle parking space must be accessible without moving another bicycle; required bicycle parking spaces may not be rented or leased except where required motor vehicle parking is rented or leased. At-cost or deposit fees for bicycle parking are exempt from this requirement; and areas set aside for required bicycle parking must be clearly reserved for bicycle parking only. Outdoor bicycle parking facilities shall be surfaced with a hard surfaced material, i.e.,. pavers asphalt, concrete or similar material. This surface must be designed to remain well drained. The applicant has not provided a detail of the bike rack to be used, therefore, the applicant will be required to provide a plan that shows an 8 stall bicycle rack designed according to Section 18.765.050.C. of the Tigard Development Code. Minimum Bicycle Parking Requirements: The total number of required bicycle parking spaces for each use is specified in Table 18.765.2 in Section 18.765.070.H. In no case shall there be less than two bicycle parking spaces. As discussed above, according to Table 18.765.2 of the Tigard Development Code, the minimum bicycle-parking requirement for the proposed office use is 8 spaces, which has been conditioned above. Minimum Off-Street Parking: Section 18.765.070.H states that the minimum and maximum parking shall be as required in Table 18.765.2. Minimum off-street parking has been addressed earlier in this section. Therefore, this standard has been met. Off-Street Loading Spaces: Commercial, industrial and institutional buildings or structures to be built or altered which receive and distribute material or merchandise by truck shall provide and maintain off-street loading and maneuvering space as follows: A minimum of one loading space is required for buildings with 10,000 gross square feet or more; A minimum of two loading spaces for buildings with 40,000 gross square feet or more. The proposal is for a 15,360 square foot office use with associated storage. According to the standard, the applicant is required to provide one loading space. The applicant's site plan shows a loading space toward the north end of the property. Therefore, this standard has been satisfied. FINDING: Based on the analysis above, the off-street parking and loading standards have not been fully met, however, if the applicant complies with the conditions listed below, the standards will be fully met: NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 13 OF 23 CONDITIONS: • Provide a plan showing at least five percent of the proposed parking stalls reserved for carpool/vanpool parking. • Provide one (1) additional ADA accessible parking stall. • Provide a plan showing all parking stalls along the boarder of the property to be fitted with wheel stops at least four inches high located three feet back from the front of the parking stall. • Provide a plan indicating 8 bicycle parking stalls will be available on-site. • Provide a plan that shows an 8 stall bicycle rack designed according to Section 18.765.050.C. of the Tigard Development Code. Signs (18.780): Chapter 18.780.130.D lists the type of allowable signs and sign area permitted in the CBD Zoning District. Signs are reviewed through a separate permit process administered by the Development Services Technicians. FINDING: Because signs will be reviewed and approved as part of a separate permit process, this standard has been satisfied. Tree Removal (18.790): Section 18.790.030 requires that a tree plan for the planting, removal and protection of trees prepared by a certified arborist shall be provided with a site development review application. The tree plan shall include identification of all existing trees, identification of a program to save existing trees or mitigate tree removal over 12 inches in caliper, which trees are to be removed, protection program defining standards and methods that will be used by the applicant to protect trees during and after construction. No trees are proposed to be removed. Therefore, this standard does not apply. FINDING: Based on the analysis above, the tree removal standards have been fully met. Visual Clearance Areas (18.795): Chapter 18.795 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 (3) feet in height. The code provides that obstructions that may be located in this areas all be visually clear between three (3) and eight (8) feet in height (8) (trees may be placed within this area provided that all branches below eight (8) 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 (2), 30-foot distance points with a straight line. The proposed site plan shows landscaping located within the required vision triangle. However, the applicant has indicated that the visual clearance triangle will be clear between three and eight feet. Therefore, this standard has been satisfied. FINDING: Based on the analysis above, the vision clearance standards have been met. C. SPECIFIC SITE DEVELOPMENT REVIEW APPROVAL STANDARDS Approval Process: Section 18.360.030(E) Phased development states; the Director shall approve a time schedule for developing a site in phases over a period of time of one year, but in no case shall the total time period for all phases be greater than three years without reapplying NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 14 OF 23 for site development review. The criteria for approving a phased site development review proposal is that all of the following are satisfied: a) The public facilities are constructed in conjunction with or prior to each phase; b) The development and occupancy of any phase is not dependent on the use of temporary public facilities. A temporary public facility is any facility not constructed to the applicable City or district standard; c) The phased development shall not result in requiring the city or other property owners to construct public facilities that were required as part of the approved development proposal; and d) the Director's decision may be appealed as provided by Subsection 18.390.040.G. No notice need be given of the Directors decision. The applicant has proposed to complete this project in (2) phases. Phase 1 will consist of demolishing 3 existing buildings and constructing the proposed 10,560 square foot office building. Phase 2 will consist of demolishing the 4,080 building to the rear of the property and construct a 4,800 square foot addition to the office of phase #1. Existing sewer serves the site, water and stormwater facilities which are adequate to meet the development needs are discussed in greater detail under Section 18.810 (Street & Utility Improvement Standards). No temporary public facilities have been proposed for either phase and the proposed construction will not require the City or other property owners to construct public facilities for the project. The applicant has not indicated the construction time of proposed Phase 2. Therefore, the applicant is required to submit a time schedule for the completion of both phases which will not to exceed three years. Section 18.360.090(A)(2) through 18.360.090(A)(15) provides additional Site Development Review approval standards not necessarily covered by the provisions of the previously listed sections. These additional standards are addressed immediately below with the following exceptions: The proposal contains no elements related to the provisions of the following and are, therefore, found to be inapplicable as approval standards: 18.360.090.3 (Exterior Elevations);); 18.360.090.5 (Privacy and Noise: Multi-family or Group Living Uses); 18.360.090.6 (Private Outdoor Areas: Multi-family Use); 18.360.090.7 (Shared Outdoor Recreation Areas: Multi-family Use); 18.360.090.8 (100-year floodplain); and 18.360.090.9 (Demarcation of Spaces). The following sections were discussed previously in this decision and, therefore, will not be addressed in this section: 18.360.090.4 (Buffering, Screening and Compatibility Between Adjoining Uses; 18.360.090.13 (Parking); 18.360.090.14 (Landscaping); and 18.360.090.14 (Provision for the Disabled). Relationship to the Natural and Physical Environment: Buildings shall be: located to preserve existing trees, topography and natural drainage where possible based upon existing site conditions; located in areas not subject to ground slumping or sliding; located to provide adequate distance between adjoining buildings for adequate light, air circulation, and fire-fighting; and oriented with consideration for sun and wind. Trees shall be preserved to the extent possible. Replacement of trees is subject to the requirements of Chapter 18.790, Tree Removal. According to the site plan, the existing trees located on the site will not be negative! impacted by the proposal. Drainage is addressed later in this decision under Chapter 18.810 Street and Utility Improvement Standards). The proposed subject building is approximately 10 feet from the nearest building located on the adjacent parcel to the east, thus providing adequate light, air circulation, and fire-fighting access. Trees have been addressed earlier under Chapter 18.790. Crime Prevention and Safety: • Windows shall 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 they can be observed by others; NOTICE OF TYPE II DECISION SDR2001-00013NVYATT FIRE PROTECTION BUILDING PAGE 15 OF 23 • Mail boxes shall be located in lighted areas having vehicular or pedestrian traffic; • The exterior lighting levels shall be selected and the angles shall be oriented towards areas vulnerable to crime; and • Light fixtures shall be provided in areas having heavy pedestrian or vehicular traffic and in potentially dangerous areas such as parking lots, stairs, ramps and abrupt grade changes. Fixtures shall be placed at a height so that light patterns overlap at a height of seven feet, which is sufficient to illuminate a person. According to the site plan, the front of the proposed building is clearly visible from the street. However, no exterior lighting is shown on the site plan or addressed within the narrative. The mailbox is located near the street. Public Transit: Provisions within the plan shall be included for providing for transit if the development proposal is adjacent to existing or proposed transit route; the requirements for transit facilities shall be based on: the location of other transit facilities in the area; and the size and type of the proposal. The following facilities may be required after City and Tri-Met review: bus stop shelters; turnouts for buses; and connecting paths to the shelters. The site has frontage on SW Burnham Street, which is a Tri-Met transit route. The closest transit stop is approximately 445 feet from the subject property. Therefore, the applicant is required to provide a letter from ODOT regarding the construction of a public bus stop and compliance with ODOT's conditions. Provisions of the Underlying Zone: All of the provisions and regulations of the underlying zone shall apply unless modified by other sections or this title, e.g., Planned Developments, Chapter 18.350; or a variance or adjustment granted under Chapter 18.370. Dimensional Requirements: Provisions of the (CBD) Central Business District have been addressed earlier in this decision under Section 18.530.040.B. FINDING: Based on the analysis above, the specific standards of the Site Development Review Section have not been met. CONDITIONS: • Submit a time schedule for the completion of both phases which will not to exceed three years. • Submit lighting plan to be reviewed by Jim Wolf of the Tigard Police. • Provide a letter from ODOT regarding the construction of a public bus stop and compliance with ODOT conditions. D. Street And Utility Improvements Standards (Section 18.810): Chapter 18.810 provides construction standards for the implementation of public and private facilities and utilities such as streets, sewers, and drainage. The applicable standards are addressed below: Streets: Improvements: Section 18.810.030.A.1 states that streets within a development and streets adjacent shall be improved in accordance with the TDC standards. NOTICE OF TYPE II DECISION SDR2001-00013IWYATT FIRE PROTECTION BUILDING PAGE 16 OF 23 Section 18.810.030.A.2 states that any new street or additional street width planned as a portion of an existing street shall be dedicated and improved in accordance with the TDC. Minimum Rights-of-Way and Street Widths: Section 18.810.030.E requires a two-lane collector street with bike lanes to have a 62-foot right-of-way width and a 34-foot paved section. Other improvements required may include on-street parking, sidewalks and bikeways, underground utilities, street lighting, storm drainage, and street trees. This site lies adjacent to SW Burnham Street, which is classified as a two-lane collector with bike lanes on the City of Tigard Transportation Plan Map. At present, there is approximately 20 feet of ROW from centerline, according to the most recent tax assessor's map. The applicant should dedicate additional ROW adjacent to this site to provide a minimum of 31 feet from the centerline. SW Burnham Street is currently paved, but not fully improved to City standards. The City has been working with a consultant to produce a design for a capital improvement project for Burnham Street that would extend from Hall Boulevard to Main Street. A final design is not yet available, but there is important design information that the applicant's engineer will need to obtain from the City Engineer before a final street construction design adjacent to this site is prepared. The applicant is proposing to construct a half-street improvement adjacent to this site in order to mitigate the impact from this development. Prior to construction, the applicant's engineer shall coordinate with the City Engineer with respect to any design issues for Burnham Street adjacent to this site. Sidewalks: Section 18.810.070.A requires that sidewalks be constructed to meet City design standards and be located on both sides of arterial, collector and local residential streets. By completing a half-street improvement on Burnham Street, adjacent to this site, the applicant will satisfy this criterion. Sanitary Sewers: Sewers Required: Section 18.810.090.A requires that sanitary sewer be installed to serve each new development and to connect developments to existing mains in accordance with the provisions set forth in Design and Construction Standards for Sanitary and Surface Water Management (as adopted by Clean Water Services in 1996 and including any future revisions or amendments) and the adopted policies of the comprehensive plan. Over-sizing: Section 18.810.090.0 states that proposed sewer systems shall include consideration of additional development within the area as projected by the Comprehensive Plan. There is an existing 8-inch public main line in Burnham Street that has ample capacity for this development. The existing buildings on the site are presently served. The plan shows that a new service will be needed from the main line in order to serve the new building. Storm Drainage: General Provisions: Section 18.810.100.A states requires developers to make adequate provisions for storm water and flood water runoff. Accommodation of Upstream Drainage: Section 18.810.100.0 states that a culvert or other drainage facility shall be large enough to accommodate potential runoff from its entire upstream drainage area, whether inside or outside the development. The City Engineer shall approve the necessary size of the facility, based on the provisions of Design and Construction Standards for Sanitary and Surface Water Management (as adopted by Clean Water Services in 2000 and including any future revisions or amendments). NOTICE OF TYPE II DECISION SDR2001-00013/wYATT FIRE PROTECTION BUILDING PAGE 17 OF 23 There are no upstream public drainageways that impact this site. Effect on Downstream Drainage: Section 18.810.100.D states that where it is anticipated by the City Engineer that the additional runoff resulting from the development will overload an existing drainage facility, the Director and Engineer shall withhold approval of the development until provisions have been made for improvement of the potential condition or until provisions have been made for storage of additional runoff caused by the development in accordance with the Design and Construction Standards for Sanitary and Surface Water Management (as adopted by Clean Water Services in 2000 and including any future revisions or amendments). In 1997, Clean Water Services (CWS) completed a basin study of Fanno Creek and adopted the Fanno Creek Watershed Management Plan. Section V of that plan includes a recommendation that local governments institute a stormwater detention/effective impervious area reduction program resulting in no net increase in storm peak flows up to the 25-year event. The City will require that all new developments resulting in an increase of impervious surfaces provide onsite detention facilities, unless the development is located adjacent to Fanno Creek. For those developments adjacent to Fanno Creek, the storm water runoff will be permitted to discharge without detention. The applicant's plan shows that their storm water will be conveyed through a water quality swale into a detention pond that will be located at the southwest corner of the site. The preliminary sizing calculations provided by the applicant's engineer shows that the area designated for the pond would be sufficient to handle the additional stormwater runoff from this development. Bikeways and Pedestrian Pathways: Bikeway Extension: Section 18.810.110.A states that developments adjoining proposed bikeways identified on the City's adopted pedestrian/bikeway plan shall include provisions for the future extension of such bikeways through the dedication of easements or right-of-way. As was stated previously, Burnham Street is classified as a bicycle facility. Cost of Construction: Section 18.810.110.B states that development permits issued for planned unit developments, conditional use permits, subdivisions, and other developments which will principally benefit from such bikeways shall be conditioned to include the cost or construction of bikeway improvements. It would not be safe or practical to require the applicant to stripe the bike lane adjacent to their development, since the frontage is relatively small. It would be more practical to require the applicant to contribute funds to the City to pay for the bike lane striping along this frontage. The amount of the striping would be as follows: 107 feet of 8-inch white stripe, at $2.50/If $268.00 3 Mono-directional reflective markers @ $4.00/ea 12.00 $280.00 Minimum Width: Section 18.810.110.0 states that the minimum width for bikeways within the roadway is five feet per bicycle travel lane. Minimum width for two-way bikeways separated from the road is eight feet. The new bike lane in Burnham Street will be six feet wide as per the Transportation System Plan. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 18 OF 23 Utilities: Section 18.810.120 states that all utility lines, but not limited to those required for electric, communication, lighting and cable television services and related facilities shall be placed underground, except for surface mounted transformers, surface mounted connection boxes and meter cabinets which may be placed above ground, temporary utility service facilities during construction, high capacity electric lines operating at 50,000 volts or above, and: • The developer shall make all necessary arrangements with the serving utility to provide the underground services; • The City reserves the right to approve location of all surface mounted facilities; • All underground utilities, including sanitary sewers and storm drains installed in streets by the developer, shall be constructed prior to the surfacing of the streets; and • Stubs for service connections shall be long enough to avoid disturbing the street improvements when service connections are made. Exception to Under-Grounding Requirement: Section 18.810.120.0 states that a developer shall pay a fee in-lieu of under-grounding costs when the development is proposed to take place on a street where existing utilities which are not underground will serve the development and the approval authority determines that the cost and technical difficulty of under-grounding the utilities outweighs the benefit of under-grounding in conjunction with the development. The determination shall be on a case-by-case basis. The most common, but not the only, such situation is a short frontage development for which under-grounding would result in the placement of additional poles, rather than the removal of above-ground utilities facilities. An applicant for a development which is served by utilities which are not underground and which are located across a public right-of-way from the applicant's property shall pay a fee in-lieu of under-grounding. There are existing overhead utility lines along the frontage of SW Burnham Street. If the fee in-lieu is proposed, it is equal to $27.50 per lineal foot of street frontage that contains the overhead lines. The frontage along this site is 107 lineal feet; therefore the fee would be $2,943.00. ADDITIONAL CITY AND/OR AGENCY CONCERNS WITH STREET AND UTILITY IMPROVEMENT STANDARDS: Public Water System: This site lies within the City's public water service area. There is an existing main line in Burnham Street that serves the existing buildings. The applicant's plans show that they will be adding domestic and fire protection service lines to the site for the new building. They shall obtain the necessary permit from the City for this work. Storm Water Quality: The City has agreed to enforce Surface Water Management (SWM) regulations established by Clean Water Services (CWS) Design and Construction Standards (adopted by Resolution and Order No. 00-7) which require the construction of on-site water quality facilities. The facilities shall be designed to remove 65 percent of the phosphorus contained in 100 percent of the storm water runoff generated from newly created impervious surfaces. In addition, a maintenance plan shall be submitted indicating the frequency and method to be used in keeping the facility maintained through the year. Prior to construction, the applicant shall submit plans and calculations for a water quality facility that will meet the intent of the CWS Design Standards. In addition, the applicant shall submit a maintenance plan for the facility that must be reviewed and approved by the City prior to construction. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 19 OF 23 The applicant's plan shows that they will install a 240-foot long biofiltration swale. This length is required in order to provide adequate overall treatment for the onsite runoff. To ensure compliance with Clean Water Services design and construction standards, the applicant shall employ the design engineer responsible for the design and specifications of the private water quality facility to perform construction and visual observation of the water quality facility for compliance with the design and specifications. These inspections shall be made at significant stages throughout the project and at completion of the construction. Prior to final building inspection, the design engineer shall provide the City of Tigard (Inspection Supervisor) with written confirmation that the water quality facility is in compliance with the design and specifications. Grading and Erosion Control: CWS Design and Construction Standards also regulate erosion control to reduce the amount of-sediment and other pollutants reaching the public storm and surface water system resulting from development, construction, grading, excavating, clearing, and any other activity which accelerates erosion. Per CWS regulations, the applicant is required to submit an erosion control plan for City review and approval prior to issuance of City permits. The Federal Clean Water Act requires that a National Pollutant Discharge Elimination System (NPDES) erosion control permit be issued for any development that will disturb five or more acres of land. Since this site is over five acres, the developer will be required to obtain an NPDES permit from the City rior to construction. This permit will be issued along with the site and/or building permit. Building Division as a part of the site permit review will review a grading and erosion control plan. The site is less than five acres in size, so a NPDES permit is not required. Address Assignments: The City of Tigard is responsible for assigning addresses for parcels within the City of Tigard and within the Urban Service Boundary (USB). An addressing fee in the amount of $30.00 per address shall be assessed. This fee shall be paid to the City prior to issuance of the site permit. For multi-tenant buildings, one address number is assigned to the building and then all tenant spaces are given suite numbers. The City is responsible for assigning the main address and suite numbers. This information is needed so that building permits for tenant improvements can be adequately tracked in the City's permit tracking system. Based upon the information provided by the applicant, this building will be a multi-tenant building. Prior to issuance of the site permit, the applicant shall provide a suite layout map so suite numbers can be assigned. The addressing fee will then be calculated based upon the number of suites that must be addressed. In multi-level structures, ground level suites shall have numbers preceded by a "1", second level suites shall have numbers preceded by a "2", etc. E. IMPACT STUDY (18.390) Section 18.360.090 states, "The Director shall make a finding with respect to each of the following criteria when approving, approving with conditions or denying an application:' Section 18.390.040 states that the applicant shall provide an impact study to quantify the effect of development on public facilities and services. For each public facility system and type of impact, the study shall propose improvements necessary to meet City standard, and to minimize the impact of the development on the public at large, public facilities systems, and affected private property users. In situations where the Community Development Code requires the dedication of real property interests, the applicant shall either specifically concur with a requirement for public right-of-way dedication, or provide evidence that supports that the real property dedication is not roughly proportional to the projected impacts of the development. Section 18.390.040 states that when a condition of approval requires the transfer to the public of an interest in real roperty, the approval authority shall adopt findings which support the conclusion that the interest in real property to be transferred is roughly proportional to the impact the proposed development will have on the public. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 20 OF 23 The applicant has provided an impact study addressinc the project's impacts on public systems. The Washington County Traffic Impact Fee (T1 ) is a mitigation measure that is required at the time of development. Based on a transportation impact study prepared by Mr. David Larson for the A-Boy Expansion/Dolan II/Resolution 95-61, TIF's are expected to recapture 32 percent of the traffic impact of new development on the Collector and Arterial Street system. The applicant will be required to pay TIF's of approximately $24,625.00 based on the use proposed. Based on the estimate that total TIF fees cover 32 percent of the impact on major street improvements citywide, a fee that would cover 100 percent of this projects traffic impact is $76,953 ($24,625 divided by .32). The difference between the TIF paid, and the full impact, is considered the unmitigated impact on the collector and arterial street system. The unmitigated impact of this project on the transportation system is $52,328. The applicant has proposed to construct half-street improvements along SW Burnham Street since this is the frontage they are obtaining access from. The cost of the improvements is expected to be $38,467 (1,177 square feet x $12.00 per square foot, $14,124 + 107 feet x $200 per linear foot for half-street improvements, + 107 feet x $27.50 for underground utilities), thus it meets the rough proportionality test. SECTION VII. OTHER STAFF COMMENTS The City of Tigard Public Works Department has reviewed the proposal and has offered the following comment: • Is the storm drainage on Burnham adequate to handle the additional flows from all the rooftops? Response: Storm Drainage is addressed in the Staff decision under Chapter 18.810 (Street and Utility Improvement Standards). The City of Tigard Operations Manager has reviewed the proposal and has offered the following comments: • See file for comments. The City of Tigard Police Department has reviewed the proposal and has offered the following comments: • Request lighting plan for exterior of proposed development. City of Tigard Urban Forester has reviewed the proposal and has offered the following comments: • Replace Red Sunset Maples with native Oregon White Oaks or Northern Red Oaks. SECTION VIII. AGENCY COMMENTS Tualatin Valley Fire and Rescue has reviewed the proposal and has offered the following comments. 1. The minimum required fire flow is 1500 gpm @ 20 psi . Fire District records indicate the required fire flow is available on Burnham Street. (UFC Appendix III-A) 2. The two fire hydrants shown on the plans are acceptable. 3. All valves serving fire sprinkler systems, including valves in vaults, shall be electronically supervised. 4. The fire department connection (FDC) shall be located within 70 feet of a fire hydrant. Fire department connections shall not be attached to the protected structure. (UFC 903.4.2.5) NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 21 OF 23 5. Fire hydrant locations shall be identified by the installation of reflective markers. The markers shall be blue. They shall be located adjacent and to the side of the centerline of the access roadway that the fire hydrant is located on. In case that there is no center line, then assume a centerline, and place the reflectors accordingly. (UFC Sec. 901.4.3) 6. An approved fire apparatus turn-around shall be provided. 7. Approved fire apparatus access roadways and firefighting water supplies shall be installed and operational prior to stockpiling combustibles on-site or the commencement of combustible construction. (UFC Sec. 8704) 8. A Knox brand key box shall be provided on the building. Contact the Fire Marshal's Office for installation details and an application. (UFC Chapter 9) 9. A building survey and plans, in accordance with TVF&R Ordinance 99-01, Appendix III-F, shall be submitted. A copy of Appendix III-F, the building survey form and the instructions are available on the Fire District web site. To access this information via Internet, follow this link: http://www.tvfr.com/Departments/FireMarshal/newconstruction.htm SECTION IX. PROCEDURE AND APPEAL INFORMATION Notice: Notice was posted at City Hall and mailed to: X The applicant and owners X Owner of record within the required distance X Affected government agencies Final Decision: THIS DECISION IS FINAL ON AUGUST 2, 2002 AND BECOMES EFFECTIVE ON AUGUST 17, 2002 UNLESS AN APPEAL IS FILED. Appeal: The decision of the Director (Type II Procedure) or Review Authority (Type II Administrative Appeal or Type III Procedure) is final for purposes of appeal on the date that it is mailed. Any party with standing as provided in Section 18.390.040.G.1. may appeal this decision in accordance with Section 18.390.040.G.2. of the Tigard Community Development Code which provides that a written appeal together with the required fee shall be filed with the Director within ten (10) business days of the date the notice of the decision was mailed. The appeal fee schedule and forms are available from the Planning Division of Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. Unless the applicant is the appellant, the hearing on an appeal from the Director's Decision shall be confined to the specific issues identified in the written comments submitted by the parties during the comment period. Additional evidence concerning issues properly raised in the Notice of Appeal may be submitted by any party during the appeal hearing, subject to any additional rules of procedure that may be adopted from time to time by the appellate body. THE DEADLINE FOR FILING AN APPEAL IS AT 5:00 PM ON AUGUST 16, 2002. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 22 OF 23 Questions: If you have any questions, please call the City of Tigard Planning Division, Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon at (503) 639-4171. '-2 i - August 2, 2002 PREPAR Y: athew- deg er DATE Assistant P anner �/- August 2, 2002 APPROVED BY: Richard H. Sewer.:• • DATE Planning Manager I:\curpin\mathew\sdr\SDR2001-00013.dec_dot NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 23 OF 23 Afiieli CITY Of 1■4•RO 0 J 414\ F°o eFc s J• st / e,p ® '4p Z ® 4 4 1:: le'J 4E. Q 0 �V Z � Z Z ofr� .i , . p 2G ce is G r n•ti, e :: • 4 F- NAN ;114.• d� O ..,N f :. ,, l H Nat N, 4SSV 41 k., N114:: \* .. •Nk f�y�• sr *aI FFr CITYOF T I G ARD SDR2001-00013 SITE PLAN it' WYATT FIRE PROTECTION BUILDING (Map is not to scale) _hi`!'`-� �r1� CITY of TIGARD �% ` � ,, o �. ' OEOORARNIC IN FORMATiO= SYSTEM '9 Co• • ‘44, VICINITY MAP P, ■ M,yF� � ' ,�J�' cif•• _ , P+�,,-.4. ,,,,!' .4. e-s. ♦ SDR2001 -00 0,<, f-----( 013 \ 4 ti J WYATT FIRE in k' PROTECTION°T .�N. 04, ilr* BUILDING 4,41 4 _Al 44V4 °. # 1 # %,/f 4>• S .. sc" r .:- • 10 , sJ,# 4.° K \%‘‘ 14, —, 2 . __„,_ 4-0,„-vo, . 4 IV . ____41, # 111* •. N'__ Q . .BoNIrA E9• 9Eir eF.N00.0 JURNAM NO 7 jiel Tigard Area Map 4 \No 0 200 400 800 Feet NA I 1"=402 feet J i 1� iii ff. City of Tigard ,9 Infomution on this map is for general location ony and ' S• should be verified with the Development Services Division. '�,t� . 13125 SW Hall Blvd /<... . Tigard,503)OR 97223 ,. , � Q, (503)SW Hall 2� • httpJMMw.d.1igard.or.us/ N Community Development Plot date:Jun 6,2002;C:lmagic\MAGIC03.APR NOTICE OF TYPE II DECISION SITE DEVELOPMENT REVIEW (SDR) 2001-00013 GI CITY OF TIOARD CommABetDeComment WYATT FIRE PROTECTION Shaping Beterammunt) 120 DAYS = 10/04/2002 SECTION I. APPLICATION SUMMARY FILE NAME: WYATT FIRE PROTECTION CASE NO.: Site Development Review (SDR) SDR2001-00013 PROPOSAL: The applicant is proposing a phased project to demolish two (2) existing structures and build a new 10,560 square foot office with associated storage (Phase #1). Phase #2 will demolish the second building and add a 4,800 square foot addition to the building of Phase #1. OWNER: Eugene D. Wyatt APPLICANT'S Bayard Mentrum 9095 SW Burnham Street REP: Mentrum Architecture, Inc. Tigard, OR 97223 2858 NW Santanita Terrace Portland, OR 97210 LOCATION: 9095 SW Burnham Street; WCTM 2S102AD, Tax Lot 1300. ZONE: CBD: Central Business District. The CBD zoning district is designed to provide a concentrated central business district centered on the City's historic downtown, including a mix of civic, retail and office uses. Single-family attached housing at a maximum density of 12 units/net acre, equivalent of the R-12 zoning district, and multi-family housing at a minimum density of 32 units/acre, equivalent to the R-40 zoning district, are permitted outright. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360, 18.390, 18.520, 18.705, 18.725, 18.745, 18.755, 18.765, 18.790, 18.795 and 18.810. SECTION II . DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above Site Development Review request subject to certain conditions of approval. The findings and conclusions on which the decision is based are noted in the full decision, available at City Hall. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. All documents and applicable criteria in the above-noted file are available for inspection at no cost or copies can be obtained for twenty-five cents (25 ) per page, or the current rate charged for copies at the time of the request. SECTION III. PROCEDURE AND APPEAL INFORMATION Notice: Notice mailed to: X The applicant and owners X Owner of record within the required distance X Affected government agencies Final Decision: THIS DECISION IS FINAL ON AUGUST 2, 2002 AND BECOMES EFFECTIVE ON AUGUST 17, 2002 UNLESS AN APPEAL IS FILED. Amu' The Director's Decision is final on the date that it is mailed. All persons entitled to notice or who are otherwise adversely affected or aggrieved by the decision as provided in Section 18.390.040.G.1 may appeal this decision in accordance with Section 18.390.040.G.2 of the Tigard Community Development Code which provides that a written appeal together with the required fee shall be filed with the Director within ten (10) business days of the date the Notice of Decision was mailed. The appeal fee schedule and forms are available from the Planning Division of Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. Unless the applicant is the appellant, the hearing on an appeal from the Director's Decision shall be confined to the specific issues identified in the written comments submitted by the parties during the comment period. Additional evidence concerning issues properly raised in the Notice of Appeal may be submitted by any party during the appeal hearing, subject to any additional rules of procedure that may be adopted from time to time by the appellate body. THE DEADLINE FOR FILING AN APPEAL IS 5:00 PM ON AUGUST 16, 2002. I Questions: For further information please contact the Planning Division Staff Planner, Mathew Scheidegger at (503) 639-4171 , Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. ' 71**, w V� , ''''-.. ' ;, , _ . VIGCIITN Y OIT.T.Y.I.G.M..R.D.A ...P; • /IIIVA DR2001-00013 wi a �% ■ :. WYATT FIRE • A � . ' . PROTECTION •�� a S44U�,� 4 ♦ 4:01401,4•• \\\� 4 �1' .ALA :� . � / ter.,�♦ �� .4p \ A k 1 . r rt Ct,of Tig.a ' ......rr.rr ilL. W/0■10.8....••4,,pa0.01000/. .-#A I IAA k t bt3 anA 1 tt 4" cry F i► A.•f4N,--re„, IQ � .e °! OQ Z ,7., -, --, Fn 0 4vy t 3 Q '�� 3I a W j .�. U• "ZINZ \ fw fT■ FFr CITY OF TI GARD + WYATT FIRE PROTECTION BUILDING SITE PLAN N (Map is not to scale) AFFIDAVIT OF POSTING NOTICE OF A LAND USE PROPOSAL IMPORTANT NOTICE: THIS AFFIDAVIT MUST BE ACCOMPANIED BY A COPY OF THE NOTICE THAT WAS POSTED ON THE SITE. In the Matter of the Proposed Land Use Applications for: Land Use File Nos.: SDR2001-00013 Land Use File Name: WYATT FIRE PROTECTION BUILDING I, Mathew Scheidegger, Assistant Planner for the City of Tigard, do affirm that I posted notice of the land use proposal affecting the land located at (state the approximate location(s) IF no address(s) and/or tax lot(s) currently registered) and did personally post notice of the proposed land use application(s) by means of weatherproof posting in the general vicinity of the affected territory, a copy of said notice being hereto attached and by reference made a part hereof, on the /'® day of ,4..r , 2002. Pir Si! atu e o •erson Who P- ormed Posting (In the presence of the Notary) (THIS SECTION FOR A STATE OF OREGON, NOTARY PUBLIC TO COMPLETE/NOTARIZE) STATE OF OREGON ) County of Washington ) ss. Subscribed and sworn/affirmed before me on the /Oday of to ti e , 20 O-2 . BHA MFG a C SPEp `. l NOTARY PU®L CnC-CFGON 62-1/4-* YYQDMMISSION IIRESNIAY13°2003 NOTARY PUBLIC OF OREGON My Commission Expires:144y /3, 2-61)7 h:\login\patty\masters\affidavit of posting for applicant to post public hearing.doc WYA1 RRE PROTECTION BUILDING SITE DEVELOPMENT REVIEW (SDR) 2001 -00013 REQUEST: The applicant is proposing a phased project to demolish two (2) existing structures and build a new 10,560 square foot office with associated storage (Phase #1 ). Phase #2 will demolish a 3rd building and add a 4,800 square foot addition to the building of Phase #1 . LOCATION : 9095 SW Burnham Street; WCTM 2S102AD, Tax Lot 1300. ZONE: CBD: Central Business District. The CBD zoning district is designed to provide a concentrated central business district, centered on the City's historic downtown , including a mix of civic, retail and office uses. Single-family attached housing at a maximum density of 12 units/net acre, equivalent of the R-12 zoning district, and multi-family housing at a minimum density of '12 units/acre, equivalent to the R-40 zoning district, are permitted outright. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360, 18.390, 18.520, 18.705, 18.725, 18.745, 18.755, 18.765, 18.780, 18.790, 18.795 and 18.810. Further information may be obtained from the Planning Division (staff contact: Mathew Scheideager) at 13125 SW Hall Blvd., Tigard, Oregon 97223, or by calling 503-639-4171 . A copy of the application and all documents and evidence submitted by or on behalf of the applicant and the applicable criteria are available for inspection at no cost and copies for all items can also be provided at a reasonable cost. NOTICE TO MORTGAGEE, LIENHOLDER,VENDOR OR SELLER: THE TIGARD DEVELOPMENT CODE REQUIRES THAT IF YOU RECEIVE THIS NOTICE,IT SHALL BE PROMPTLY FORWARDED TO THE PURCHASER. NOTICE OF PENDING LAND USE APPLICATION SITE DEVELOPMENT REVIEW T OF I CITY OF TIGARD Community(Development Shaping A Better Community DATE OF NOTICE: June 6, 2002 FILE NUMBER: SITE DEVELOPMENT REVIEW (SDR) 2001-00013 Type II Land Use Application FILE NAME: WYATT FIRE PROTECTION BUILDING PROPOSAL: The applicant is proposing a phased project to demolish two (2) existing structures and build a new 10,560 square foot office with associated storage (Phase #1). Phase #2 will demolish a 3rd building and add a 4,800 square foot addition to the building of Phase #1. ZONE: CBD: Central Business District. The CBD zoning district is designed to provide a concentrated central business district, centered on the City's historic downtown, including a mix of civic, retail and office uses. Single-family attached housing at a maximum density of 12 units/net acre, equivalent of the R-12 zoning district, and multi-family housing at a minimum density of 32 units/acre, equivalent to the R-40 zoning district, are permitted outright. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360, 18.390, 18.520, 18.705, 18.725, 18.745, 18.755, 18.765, 18.780, 18.790, 18.795 and 18.810. LOCATION: 9095 SW Burnham Street; WCTM 2S102AD, Tax Lot 1300. YOUR RIGHT TO PROVIDE WRITTEN COMMENTS: Prior to the City making any decision on the Application, you are hereby provided a fourteen (14) day period to submit written comments on the application to the City. THE FOURTEEN (14) DAY PERIOD ENDS AT 5:00 PM ON JUNE 20, 2002. All comments should be directed to Mathew Scheidegger, Assistant Planner in the Planning Division at the City of Tigard, 13125 SW Hall Boulevard, Tigard, Oregon 97223. You may reach the City of Tigard by telephone at (503) 639-4171. ALL COMMENTS MUST BE RECEIVED BY THE CITY OF TIGARD IN WRITING PRIOR TO 5:00 PM ON THE DATE SPECIFIED ABOVE IN ORDER FOR YOUR COMMENTS TO BE CONSIDERED IN THE DECISION MAKING PROCESS THE CITY OF TIGARD APPRECIATES RECEIVING COMMENTS AND VALUES YOUR INPUT. COMMENTS WILL BE CONSIDERED AND ADDRESSED WITHIN THE NOTICE OF DECISION. A DECISION ON THIS ISSUE IS TENTATIVELY SCHEDULED FOR JULY 25, 2002. IF YOU PROVIDE COMMENTS, YOU WILL BE SENT A COPY OF THE FULL DECISION ONCE IT HAS BEEN RENDERED. WRITTEN COMMENTS WILL BECOME A PART OF THE PERMANENT PUBLIC RECORD AND SHALL CONTAIN THE FOLLOWING INFORMATION: • Address the specific "Applicable Review Criteria" described in the section above or any other criteria believed to be applicable to this proposal; • Raise any issues and/or concerns believed to be important with sufficient evidence to allow the City to provide a response; • Comments that provide the basis for an appeal to the Tigard Hearings Officer must address the relevant approval criteria with sufficient specificity on that issue. Failure of any party to address the relevant approval criteria with sufficient specificity may preclude subsequent appeals to the Land Use Board of Appeals or Circuit Court on that issue. Specific findings directed at the relevant approval criteria are what constitute relevant evidence. AFTER THE 14 DAY COMMENT PERIOD CLOSES, THE DIRECTOR SHALL ISSUE A TYPE II ADMINISTRATIVE DECISION. THE DIRECTOR'S DECISION SHALL BE MAILED TO THE APPLICANT AND TO OWNERS OF RECORD OF PROPERTY LOCATED WITHIN 500 FEET OF THE SUBJECT SITE, AND TO ANYONE ELSE WHO SUBMITTED WRITTEN COMMENTS OR WHO IS OTHERWISE ENTITLED TO NOTICE. THE DIRECTOR'S DECISION SHALL ADDRESS ALL OF THE RELEVANT APPROVAL CRITERIA. BASED UPON THE CRITERIA AND THE FACTS CONTAINED WITHIN THE RECORD, THE DIRECTOR SHALL APPROVE, APPROVE WITH CONDITIONS OR DENY THE REQUESTED PERMIT OR ACTION. SUMMARY OF THE DECISION-MAKING PROCESS: ♦ The application is accepted by the City ♦ Notice is sent to property owners of record within 500 feet of the proposed development area allowing a 14-day written comment period. ♦ The application is reviewed by City Staff and affected agencies. ♦ City Staff issues a written decision. ♦ Notice of the decision is sent to the Applicant and all owners or contract purchasers of record of the site; all owners of record of property located within 500 feet of the site, as shown on the most recent property tax assessment roll; any City-recognized neighborhood group whose boundaries include the site; and any governmental agency which is entitled to notice under an intergovernmental agreement entered into with the City which includes provision for such notice or anyone who is otherwise entitled to such notice. INFORMATION/EVIDENCE AVAILABLE FOR REVIEW: The application, written comments and supporting documents relied upon by the Director to make this decision are contained within the record and are available for public review at the City of Tigard Community Development Department. Copies of these items may be obtained at a cost of $.25 per page or the current rate charged for this service. Questions regarding this application should be directed to the Planning Staff indicated on the first page of this Notice under the section titled "Your Right to Provide Written Comments." c;`,_ N V CITY of TIGARD%,-. �.,_'. ',`,,.4b, `w -11 VICINITY MAP...-al_ -- .4.,, SDR200I-00013 , . . 7 ■ FIRE , w#■. 1lii, WYATT PROTECTION r • , ' , � II imp BUILDING 0\ -N 4 ii*AS ,T 11 "4 .":,„ *. _.1-= „, . Ili • ,,, .„,,,,, s Ai._ 1101 tr.itApi • /1/IP .,,, ? 4 , V,4 4 ditwrotoir ■ N., „1_, stasto V N 0 ,re, \ i :) el 0 AO 400 NO ra0 oditi A. / REQUEST FOR COMMENTS MEMORANDUM CITY OF TIGARD, OREGON DATE: July 31, 2002 TO: Matt Scheidegger, Assistant Planner FROM: Brian Rager, Development Review Engineer I - - RE: SDR 2001-00013, Wyatt Fire Protection Building Street And Utility Improvements Standards (Section 18.810): Chapter 18.810 provides construction standards for the implementation of public and private facilities and utilities such as streets, sewers, and drainage. The applicable standards are addressed below: Streets: Improvements: Section 18.810.030.A.1 states that streets within a development and streets adjacent shall be improved in accordance with the TDC standards. Section 18.810.030.A.2 states that any new street or additional street width planned as a portion of an existing street shall be dedicated and improved in accordance with the TDC. Minimum Rights-of-Way and Street Widths: Section 18.810.030.E requires a two-lane collector street with bike lanes to have a 62-foot right-of-way width and a 34-foot paved section. Other improvements required may include on- street parking, sidewalks and bikeways, underground utilities, street lighting, storm drainage, and street trees. This site lies adjacent to SW Burnham Street, which is classified as a two-lane collector with bike lanes on the City of Tigard Transportation Plan Map. At present, there is approximately 20 feet of ROW from centerline, according to the most recent tax assessor's map. The applicant should dedicate additional ROW adjacent to this site to provide a minimum o ,1 eet from the centerline. SW Burnham Street is currently paved, but not fully improved to City standards. The City has been working with a consultant to produce a design for a capital improvement project for Burnham Street that would extend from Hall Boulevard to Main Street. A final design is not yet available, but there is important design information that the applicant's engineer will need to obtain from the City ENGINEERING COMMENTS SDR 2001-00013 Wyatt Fire Protection Bldg. PAGE 1 Engineer before a final street construction design adjacent to this site is prepared. The applicant is proposing to construct a half-street improvement adjacent to this site in order to mitigate the impact from this development. Prior to construction, the applicant's engineer shall coordinate with the City Engineer with respect to any design issues for Burnham Street adjacent to this site. Sidewalks: Section 18.810.070.A requires that sidewalks be constructed to meet City design standards and be located on both sides of arterial, collector and local residential streets. By completing a half-street improvement on Burnham Street, adjacent to this site, the applicant will satisfy this criterion. Sanitary Sewers: Sewers Required: Section 18.810.090.A requires that sanitary sewer be installed to serve each new development and to connect developments to existing mains in accordance with the provisions set forth in Design and Construction Standards for Sanitary and Surface Water Management (as adopted by Clean Water Services in 1996 and including any future revisions or amendments) and the adopted policies of the comprehensive plan. Over-sizing: Section 18.810.090.0 states that proposed sewer systems shall include consideration of additional development within the area as projected by the Comprehensive Plan. There is an existing 8-inch public main line in Burnham Street that has ample capacity for this development. The existing buildings on the site are presently served. The plan shows that a new service will be needed from the main line in order to serve the new building. Storm Drainage: General Provisions: Section 18.810.100.A states requires developers to make adequate provisions for storm water and flood water runoff. Accommodation of Upstream Drainage: Section 18.810.100.0 states that a culvert or other drainage facility shall be large enough to accommodate potential runoff from its entire upstream drainage area, whether inside or outside the development. The City Engineer shall approve the necessary size of the facility, based on the provisions of Design and Construction ENGINEERING COMMENTS SDR 2001-00013 Wyatt Fire Protection Bldg. PAGE 2 Standards for Sanitary and Surface Water Management (as adopted by Clean Water Services in 2000 and including any future revisions or amendments). There are no upstream public drainageways that impact this site. Effect on Downstream Drainage: Section 18.810.100.D states that where it is anticipated by the City Engineer that the additional runoff resulting from the development will overload an existing drainage facility, the Director and Engineer shall withhold approval of the development until provisions have been made for improvement of the potential condition or until provisions have been made for storage of additional runoff caused by the development in accordance with the Design and Construction Standards for Sanitary and Surface Water Management (as adopted by Clean Water Services in 2000 and including any future revisions or amendments). In 1997, Clean Water Services (CWS) completed a basin study of Fanno Creek and adopted the Fanno Creek Watershed Management Plan. Section V of that plan includes a recommendation that local governments institute a stormwater detention/effective impervious area reduction program resulting in no net increase in storm peak flows up to the 25-year event. The City will require that all new developments resulting in an increase of impervious surfaces provide onsite detention facilities, unless the development is located adjacent to Fanno Creek. For those developments adjacent to Fanno Creek, the storm water runoff will be permitted to discharge without detention. The applicant's plan shows that their storm water will be conveyed through a water quality swale into a detention pond that will be located at the southwest corner of the site. The preliminary sizing calculations provided by the applicant's engineer shows that the area designated for the pond would be sufficient to handle the additional stormwater runoff from this development. Bikeways and Pedestrian Pathways: Bikeway Extension: Section 18.810.110.A states that developments adjoining proposed bikeways identified on the City's adopted pedestrian/bikeway plan shall include provisions for the future extension of such bikeways through the dedication of easements or right-of-way. As was stated previously, Burnham Street is classified as a bicycle facility. Cost of Construction: Section 18.810.110.B states that development permits issued for planned unit developments, conditional use permits, subdivisions, and other developments which will principally benefit from such bikeways shall be conditioned to include the cost or construction of bikeway improvements. ENGINEERING COMMENTS SDR 2001-00013 Wyatt Fire Protection Bldg. PAGE 3 It would not be safe or practical to require the applicant to stripe the bike lane adjacent to their development, since the frontage is relatively small. It would be more practical to require the applicant to contribute funds to the City to pay for the bike lane striping along this frontage. The amount of the striping would be as follows: • 107 feet of 8-inch white stripe, at $2.50/If $268.00 • 3 Mono-directional reflective markers @ $4.00/ea $ 12.00 $280.00 Minimum Width: Section 18.810.110.0 states that the minimum width for bikeways within the roadway is five feet per bicycle travel lane. Minimum width for two-way bikeways separated from the road is eight feet. The new bike lane in Burnham Street will be six feet wide as per the Transportation System Plan. Utilities: Section 18.810.120 states that all utility lines, but not limited to those required for electric, communication, lighting and cable television services and related facilities shall be placed underground, except for surface mounted transformers, surface mounted connection boxes and meter cabinets which may be placed above ground, temporary utility service facilities during construction, high capacity electric lines operating at 50,000 volts or above, and: • The developer shall make all necessary arrangements with the serving utility to provide the underground services; • The City reserves the right to approve location of all surface mounted facilities; • All underground utilities, including sanitary sewers and storm drains installed in streets by the developer, shall be constructed prior to the surfacing of the streets; and • Stubs for service connections shall be long enough to avoid disturbing the street improvements when service connections are made. Exception to Under-Grounding Requirement: Section 18.810.120.0 states that a developer shall pay a fee in-lieu of under-grounding costs when the development is proposed to take place on a street where existing utilities which are not underground will serve the development and the approval authority determines that the cost and technical difficulty of under- grounding the utilities outweighs the benefit of under-grounding in ENGINEERING COMMENTS SDR 2001-00013 Wyatt Fire Protection Bldg. PAGE 4 conjunction with the development. The determination shall be on a case- by-case basis. The most common, but not the only, such situation is a short frontage development for which under-grounding would result in the placement of additional poles, rather than the removal of above-ground utilities facilities. An applicant for a development which is served by utilities which are not underground and which are located across a public right-of-way from the applicant's property shall pay a fee in-lieu of under- grounding. There are existing overhead utility lines along the frontage of SW Burnham Street. If the fee in-lieu is proposed, it is equal to $ 27.50 per lineal foot of street frontage that contains the overhead lines. The frontage along this site is 107 lineal feet; therefore the fee would be $ 2,943.00. ADDITIONAL CITY AND/OR AGENCY CONCERNS WITH STREET AND UTILITY IMPROVEMENT STANDARDS: Public Water System: This site lies within the City's public water service area. There is an existing main line in Burnham Street that serves the existing buildings. The applicant's plans show that they will be adding domestic and fire protection service lines to the site for the new building. They shall obtain the necessary permit from the City for this work. Storm Water Quality: The City has agreed to enforce Surface Water Management (SWM) regulations established by Clean Water Services (CWS) Design and Construction Standards (adopted by Resolution and Order No. 00-7) which require the construction of on-site water quality facilities. The facilities shall be designed to remove 65 percent of the phosphorus contained in 100 percent of the storm water runoff generated from newly created impervious surfaces. In addition, a maintenance plan shall be submitted indicating the frequency and method to be used in keeping the facility maintained through the year. Prior to construction, the applicant shall submit plans and calculations for a water quality facility that will meet the intent of the CWS Design Standards. In addition, the applicant shall submit a maintenance plan for the facility that must be reviewed and approved by the City prior to construction. ENGINEERING COMMENTS SDR 2001-00013 Wyatt Fire Protection Bldg. PAGE 5 The applicant's plan shows that they will install a 240-foot long biofiltration swale. This length is required in order to provide adequate overall treatment for the onsite runoff. To ensure compliance with Clean Water Services design and construction standards, the applicant shall employ the design engineer responsible for the design and specifications of the private water quality facility to perform construction and visual observation of the water quality facility for compliance with the design and specifications. These inspections shall be made at significant stages throughout the project and at completion of the construction. Prior to final building inspection, the design engineer shall provide the City of Tigard (Inspection Supervisor) with written confirmation that the water quality facility is in compliance with the design and specifications. Grading and Erosion Control: CWS Design and Construction Standards also regulate erosion control to reduce the amount of sediment and other pollutants reaching the public storm and surface water system resulting from development, construction, grading, excavating, clearing, and any other activity which accelerates erosion. Per CWS regulations, the applicant is required to submit an erosion control plan for City review and approval prior to issuance of City permits. The Federal Clean Water Act requires that a National Pollutant Discharge Elimination System (NPDES) erosion control permit be issued for any development that will disturb five or more acres of land. Since this site is over five acres, the developer will be required to obtain an NPDES permit from the City prior to construction. This permit will be issued along with the site and/or building permit. The Building Division as a part of the site permit review will review a grading and erosion control plan. The site is less than five acres in size, so a NPDES permit is not required. Address Assignments: The City of Tigard is responsible for assigning addresses for parcels within the City of Tigard and within the Urban Service Boundary (USB). An addressing fee in the amount of $ 30.00 per address shall be assessed. This fee shall be paid to the City prior to issuance of the site permit. For multi-tenant buildings, one address number is assigned to the building and then all tenant spaces are given suite numbers. The City is responsible for assigning the main address and suite numbers. This information is needed so that building permits for tenant improvements can be adequately tracked in the ENGINEERING COMMENTS SDR 2001-00013 Wyatt Fire Protection Bldg. PAGE 6 City's permit tracking system. Based upon the information provided by the applicant, this building will be a multi-tenant building. Prior to issuance of the site permit, the applicant shall provide a suite layout map so suite numbers can be assigned. The addressing fee will then be calculated based upon the number of suites that must be addressed. In multi-level structures, ground level suites shall have numbers preceded by a "1", second level suites shall have numbers preceded by a "2", etc. Recommendations: THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO ISSUANCE OF THE SITE PERMIT: Submit to the Engineering Department (Brian Rager, 639-4171, ext. 318) for review and approval: Prior to issuance of a site permit, a Public Facility Improvement (PFI) permit is required for this project to cover the half-street improvement in Burnham Street and any other work in the public right-of-way. Six (6) sets of detailed public improvement plans shall be submitted for review to the Engineering Department. NOTE: these plans are in addition to any drawings required by the Building Division and should only include sheets relevant to public improvements. Public Facility Improvement (PFI) permit plans shall conform to City of Tigard Public Improvement Design Standards, which are available at City Hall and the City's web page (www.ci.tigard.or.us). The PFI permit plan submittal shall include the exact legal name, address and telephone number of the individual or corporate entity who will be designated as the "Permittee", and who will provide the financial assurance for the public improvements. For example, specify if the entity is a corporation, limited partnership, LLC, etc. Also specify the state within which the entity is incorporated and provide the name of the corporate contact person. Failure to provide accurate information to the Engineering Department will delay processing of project documents. Prior to issuance of the site permit, the applicant shall submit a suite layout map to Shirley Treat, Engineering Department. If the applicant is not sure how many suites will be used, they must estimate a number. The City will then assign suite numbers and the address fee will then be calculated. The fee must be paid by the applicant prior to issuance of the site permit. (STAFF CONTACT: Shirley Treat, Engineering). ENGINEERING COMMENTS SDR 2001-00013 Wyatt Fire Protection Bldg. PAGE 7 The applicant shall submit construction plans to the Engineering Department as a part of the Public Facility Improvement permit, which indicate that they will construct a half-street improvement along the frontage of Burnham Street. The improvements adjacent to this site shall include: A. City standard pavement section for a collector street from curb to centerline equal to 17 feet; B. pavement tapers needed to tie the new improvement back into the existing edge of pavement shall be built beyond the site frontage; C. concrete curb, or curb and gutter as needed; D. storm drainage, including any off-site storm drainage necessary to convey surface and/or subsurface runoff; E. 8 foot concrete sidewalk with a planter strip; F. street trees in the planter strip spaced per TDC requirements; G. street striping; H. streetlight layout by applicant's engineer, to be approved by City Engineer; underground utilities; J. street signs (if applicable); K. driveway apron (if applicable); and L. adjustments in vertical and/or horizontal alignment to construct SW Burnham Street in a safe manner, as approved by the Engineering Department. The applicant's engineer shall coordinate with Vannie Nguyen, Engineering Manager, with regard to specific design issues relative to Burnham Street identified by the Capital Improvement Division. A profile of Burnham Street shall be required, extending 300 feet either side of the subject site showing the existing grade and proposed future grade. The applicant shall provide an on-site water quality facility as required by Clean Water Services Design and Construction Standards (adopted by Resolution and Order No. 00-7). Final plans and calculations shall be submitted to the Engineering Department (Brian Rager) for review and approval prior to issuance of the site permit. In addition, a proposed maintenance plan shall be submitted along with the plans and calculations for review and approval. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO ISSUANCE OF THE BUILDING PERMIT: Submit to the Engineering Department (Brian Rager, 639-4171, ext. 318) for review and approval: ENGINEERING COMMENTS SDR 2001-00013 Wyatt Fire Protection Bldg. PAGE 8 Prior to issuance of a building permit, additional right-of-way shall be dedicated to the Public along the frontage of Burnham Street to increase the right-of-way to 31 feet from the centerline. The description shall be tied to the existing right-of-way centerline. The dedication document shall be on City forms. Instructions are available from the Engineering Department. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO A FINAL BUILDING INSPECTION: Submit to the Engineering Department (Brian Rager, 639-4171, ext. 318) for review and approval: Prior to a final building inspection, the applicant shall complete the required public improvements, obtain conditional acceptance from the City, and provide a one-year maintenance assurance for said improvements. Prior to final inspection, the applicant shall provide the City with as-built drawings of the public improvements as follows: 1) 3 mil mylar, 2) a diskette of the as-builts in "DWG" format, if available; otherwise "DXF" will be acceptable, and 3) the as-built drawings shall be tied to the City's GPS network. The applicant's engineer shall provide the City with an electronic file with points for each structure (manholes, catch basins, water valves, hydrants and other water system features) in the development, and their respective X and Y State Plane Coordinates, referenced to NAD 83 (91). The applicant shall either place the existing overhead utility lines along SW Burnham Street underground as a part of this project, or they shall pay the fee in-lieu of undergrounding. The fee shall be calculated by the frontage of the site that is parallel to the utility lines and will be $ 27.50 per lineal foot. If the fee option is chosen, the amount will be $ 2,943.00 and it shall be paid prior to final inspection. Prior to final inspection, the applicant shall pay $280.00 to the City for the striping of the bike lane along the frontage of Burnham Street. To ensure compliance with Clean Water Services design and construction standards, the applicant shall employ the design engineer responsible for the design and specifications of the private water quality facility to perform construction and visual observation of the water quality facility for compliance with the design and specifications. These inspections shall be made at significant stages, and at completion of the construction. Prior to final building inspection, the design engineer shall provide the City of ENGINEERING COMMENTS SDR 2001-00013 Wyatt Fire Protection Bldg. PAGE 9 Tigard (Inspection Supervisor) with written confirmation that the water quality facility is in compliance with the design and specifications. Staff Contact: Hap Watkins, Building Division. i:\eng\brianr\comments\sdr\sdr2001-00013 doc ENGINEERING COMMENTS SDR 2001-00013 Wyatt Fire Protection Bldg. PAGE 10 • i DATE: PLANS CHECK NO. PROJECT TITLE: COUNTYWIDE vy� rte. PO ;it Or) TRAFFIC IMPACT FEE WORKSHEET APPLICANT. (FOR NON-SINGLE FAMILY USES) MAILING ADDRESS CITY/ZIP/PHONE. TAX MAP NO.: SITES NO.ADDRESS: LAND USE CATEGORY RATE PER TRIP RESIDENTIAL $ 239.00 BUSINESS AND COMMERCIAL $ 60.00 OFFICE $220.00 INDUSTRIAL $230.00 INSTITUTIONAL $ 99.00 PAYMENT METHOD: CASH/CHECK CREDIT BANCROFT(PROMISSORY NOTE) INSTITUTIONAL ONLY: DEFER TO OCCUPANCY LAND UU CI*TWORY DES ( WEE RDATEAV WEEKEND AVG.TRIP RATE BASIS: ( (C "2,60 tif e 14,4, ill ��I v -DY97 4 of- olY-y et- CALCULATIONS: 44321A7,4u,y416P X `C20: (urdt4) X1rlpRukt `V P r-01-31 X 15,36) — ( I6.3c X g,.L197)) k 2ZO (i50, 52, — 1'2)g. 59 x 2Zo ` I 11 l3 2Z0 Zuf�Z5 PROJECT TRIP GENERATION: 7�anyr( =�/� k /it = 2,014 ` / 1� V [ FEE: 625• FOR ACCOUNTING PURPOSES ONLY ADDITIONAL NOTES: 4-55vy 1i"' 1e ,to✓w( (II) iov/ 04 et. 7 AA t IL.ft,t1∎.,.' g,k97 s. r ROAD AMT.: 11 ‘e"/ TRANSIT AMT: 2.0/6 PREPARED BY: AI is\dsts\tif\TIF-WkSht.doc 07/18/02 ill," WASHINGTON COUNTY, OREGON Department of Land Use and Transportation,Land Development Services 155 North First Avenue,Suite 350-13,Hillsboro,Oregon 97124 (503)546-8761 • FAX:(503)846-2908 July 1, 2002 Mathew Scheidegger, Assistant Planner City of Tigard Community Development 13125 SW Hall Boulevard Tigard, OR 97223 FAX: (503)684-7297 RE: Wyatt Fire Protection Building City File Number: SDR 2001.00013 Tax Map and Lot Number: 2S1 02AD / 1300 Location: 9095 SW Burnham Street ; %4#:-/.. ' '-: . 4 -., . tt, .. -\\<>N 1114400 ,,"'..r.,/$40\ , k, .: 4.„.._.,,,.,. - - , 4 # . P.•irar '6r Washington County Department of Land Use and Transportation has received notice of the above noted application but will not be submitting any requirements/conditions. The project site is not adjacent to County-maintained road sections, nor is it expected to generate considerable off-site impacts to our nearby roadways. Thank you for the opportunity to comment. If you have any questions, please contact me 6... .., at 503-846-8131. nne LaMountain Associate Planner 1\L11T11DATA\Shared\LDS\WPSHARE\TRANSP\TI G\WyattNOGOMM.doc T 0 'd VT:Z T ZOOZ T I n f 8O6 -9V8-2O' :XP j 'naQ QNdi O0 HSdfgl . • S .614-Alki REQUEST FOR COMMENTS CIT TIOARD Community(Development Shaping Bet er Community i/i DATE: lune 6,2002 3-4.) A / RECEIVED PLAf�J�v11� /C L./ TO: Barbara Shields,Long Range Planning Manager -7,—, ,-5/.,- JUN 2 8 2002 FROM: City 01 Tigard Planning Division CITY OF TCARD STAFF CONTACT: Mathew Scheidegger,Assistant Planner(x2437) Phone: [503]639-4111/Fax: (5031 684-1291 SITE DEVELOPMENT REVIEW[SDR]2001-00013 WYATT FIRE PROTECTION BUILDING REQUEST: The applicant is proposing a phased project to demolish two (2) existing structures and build a new 10,560 square foot office with associated storage (Phase #1). Phase #2 will demolish a 3rd building and add a 4,800 square foot addition to the building of Phase #1. LOCATION: 9095 SW Burnham Street; WCTM 2S102AD, Tax Lot 1300. ZONE: CBD: Central Business District. The CBD zoning district is designed to provide a concentrated central business district, centered on the City's historic downtown, including a mix of civic, retail and office uses. Single-family attached housing at a maximum density of 12 units/net acre, equivalent of the R-12 zoning district, and multi-family housing at a minimum density of 32 units/acre, equivalent to the R-40 zoning district, are permitted outright. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360, 18.390, 18.520, 18.705, 18.725, 18.745, 18.755, 18.765, 18.780, 18.790, 18.795 and 18.810. Attached are the Site Plan, Vicinity Map and Applicant's Materials 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 BACK BY: JUNE 20, 2002. 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 above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. 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 provided below: Name & Number of Person Commenting: REQUEST FOR COMMENTS CITY OF TIGARD Community(Development Shaping Better Community DATE: lune 6,2002 RECEIVED PLANNING TO: ti-John Roy,Property Manager/Public Works Department JUN 1 '1 2002 FROM: City of Tigard Planning Division CITY CF T;CARL) STAFF CONTACT: Mathew Scheidegger,Assistant Planner[x24311 Phone: 15031639-4111/Fax: 15031684-7291 SITE DEVELOPMENT REVIEW ISDRI 2001-00013 WYATT FIRE PROTECTION BUILDING REQUEST: The applicant is proposing a phased project to demolish two (2) existing structures and build a new 10,560 square foot office with associated storage (Phase #1). Phase #2 will demolish a 3rd building and add a 4,800 square foot addition to the building of Phase #1 . LOCATION: 9095 SW Burnham Street; WCTM 2S102AD, Tax Lot 1300. ZONE: CBD: Central Business District. The CBD zoning district is designed to provide a concentrated central business district, centered on the City's historic downtown, including a mix of civic, retail and office uses. Single-family attached housing at a maximum density of 12 units/net acre, equivalent of the R-12 zoning district, and multi-family housing at a minimum density of 32 units/acre, equivalent to the R-40 zoning district, are permitted outright. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360, 18.390, 18.520, 18.705, 18.725, 18.745, 18.755, 18.765, 18.780, 18.790, 18.795 and 18.810. Attached are the Site Plan, Vicinity Map and Applicant's Materials 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 BACK BY: JUNE 20, 2002. 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 above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: i We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written comments provided below: / 'i aid A��1 _ SAM l� l441 41. tfit .( 4%j�b Name & Number of Person Commenting: REQUEST FOR COMMENTS CITY OF IGARD Community(Development SfiapingA(Better Community DATE: lune 6,2002 TO: Sherman Casper,Permit Coordinator/Community Development Department FROM: City of Tigard Planning Division STAFF CONTACT: Mathew Scheidegger,Assistant Planner 1x2431) Phone: MO31639-4111/Fax: MO31604-7291 SITE DEVELOPMENT REVIEW ISDRI 2001-00013 WYATT FIRE PROTECTION BUILDING REQUEST: The applicant is proposing a phased project to demolish two (2) existing structures and build a new 10,560 square foot office with associated storage (Phase #1). Phase #2 will demolish a 3`d building and add a 4,800 square foot addition to the building of Phase #1. LOCATION: 9095 SW Burnham Street; WCTM 2S102AD, Tax Lot 1300. ZONE: CBD: Central Business District. The CBD zoning district is designed to provide a concentrated central business district, centered on the City's historic downtown, including a mix of civic, retail and office uses. Single-family attached housing at a maximum density of 12 units/net acre, equivalent of the R-12 zoning district, and multi-family housing at a minimum density of 32 units/acre, equivalent to the R-40 zoning district, are permitted outright. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360, 18.390, 18.520, 18.705, 18.725, 18.745, 18.755, 18.765, 18.780, 18.790, 18.795 and 18.810. Attached are the Site Plan, Vicinity Map and Applicant's Materials 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 BACK BY: JUNE 20, 2002. 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 above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. 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 provided below: �s r /`f 3 y 4ss6/"Ac I //q4 NP w -5-`/ o r ;C C ca/ ,(J / 1 Name & Number of Person Commenting: ; REQUEST FOR COMMENTS C o rioARD Community(Development Shaping Better Community RECEIVED PLANNING DATE: lune 6,2002 TO: Matt Stine,Urban Forester/Public Works Department JUN 0 7 2002 CITY OF TiCARD FROM: City of Tigard Planning Division STAFF CONTACT: Mathew Scheidegger,Assistant Planner 1x2431) Phone: 1503)639-4171/Fax: 15031684-7297 SITE DEVELOPMENT REVIEW ISDRI 2001-00013 WYATT FIRE PROTECTION BUILDING Q REQUEST: The applicant is proposing a phased project to demolish two (2) existing structures and build a new 10,560 square foot office with associated storage (Phase #1). Phase #2 will demolish a 3rd building and add a 4,800 square foot addition to the building of Phase #1. LOCATION: 9095 SW Burnham Street; WCTM 2S102AD, Tax Lot 1300. ZONE: CBD: Central Business District. The CBD zoning district is designed to provide a concentrated central business district, centered on the City's historic downtown, including a mix of civic, retail and office uses. Single-family attached housing at a maximum density of 12 units/net acre, equivalent of the R-12 zoning district, and multi-family housing at a minimum density of 32 units/acre, equivalent to the R-40 zoning district, are permitted outright. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360, 18.390, 18.520, 18.705, 18.725, 18.745, 18.755, 18.765, 18.780, 18.790, 18.795 and 18.810. Attached are the Site Plan, Vicinity Map and Applicant's Materials 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 BACK BY: JUNE 20, 2002. 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 above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. 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. X Written comments provided below: (*ewe kEoSti Er MAPL ) Mi tirE o61:s ai oW-Et ' i O a Aks /1/ A-Tr S71/ Name & Number of Person Commenting: REQUEST FOR COMMENTS CITY OF T GARD Community Deve(opment Shaping Better Community DATE: lune 6,2002 RECEIVED PLANNING TO: Jim Wolf,Tigard Police Department Crime Prevention Officer JUN 0 6 2002 FROM: City of Tigard Planning Division CITY OF T`GN'tu STAFF CONTACT: Mathew Scheidegger,Assistant Planner 1x24311 Phone: 15031639-4111/Fax: 15031684-1291 SITE DEVELOPMENT REVIEW[SDRJ 2001-00013 WYATT FIRE PROTECTION BUILDING REQUEST: The applicant is proposing a phased project to demolish two (2) existing structures and build a new 10,560 square foot office with associated storage (Phase #1). Phase #2 will demolish a 3rd building and add a 4,800 square foot addition to the building of Phase #1. LOCATION: 9095 SW Burnham Street; WCTM 2S102AD, Tax Lot 1300. ZONE: CBD: Central Business District. The CBD zoning district is designed to provide a concentrated central business district, centered on the City's historic downtown, including a mix of civic, retail and office uses. Single-family attached housing at a maximum density of 12 units/net acre, equivalent of the R-12 zoning district, and multi-family housing at a minimum density of 32 units/acre, equivalent to the R-40 zoning district, are permitted outright. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360, 18.390, 18.520, 18.705, 18.725, 18.745, 18.755, 18.765, 18.780, 18.790, 18.795 and 18.810. Attached are the Site Plan, Vicinity Map and Applicant's Materials 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 BACK BY: JUNE 20, 2002. 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 above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. 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. y Written comments provided below: \� c`'c Oa° '1/415 \rx SJom,*ed a4 teimujed by ofC,ce IJo S�ouio ithvo5A• Name & Number of Person Commenting: NI\)t) °{. 15-to 0 REQUEST FOR COMMENTS CITY A‘ ■ OF TIGARD Community Development Shaping Better Community DATE: lune 6,2002 TO: PER ATTACHED FROM: City of Tigard Planning Division STAFF CONTACT: Mathew Scheidegger,Assistant Planner[x24311 Phone: [5031 639-4111/Fax: (5031 684-1291 SITE DEVELOPMENT REVIEW(SDRI 2001-00013 WYATT FIRE PROTECTION BUILDING REQUEST: The applicant is proposing a phased project to demolish two (2) existing structures and build a new 10,560 square foot office with associated storage (Phase #1). Phase #2 will demolish a 3rd building and add a 4,800 square foot addition to the building of Phase #1. LOCATION: 9095 SW Burnham Street; WCTM 2S102AD, Tax Lot 1300. ZONE: CBD: Central Business District. The CBD zoning district is designed to provide a concentrated central business district, centered on the City's historic downtown, including a mix of civic, retail and office uses. Single-family attached housing at a maximum density of 12 units/net acre, equivalent of the R-12 zoning district, and multi-family housing at a minimum density of 32 units/acre, equivalent to the R-40 zoning district, are permitted outright. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360, 18.390, 18.520, 18.705, 18.725, 18.745, 18.755, 18.765, 18.780, 18.790, 18.795 and 18.810. Attached are the Site Plan, Vicinity Map and Applicant's Materials 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 BACK BY: JUNE 20, 2002. 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 above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. 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 provided below: Name & Number of Person Commenting: CITY TIGARD REQUEST FOR Col 'NTS NOTIFICATION LIST FOR LAND USE & COMMUNITY DEVELOPMENT APPLICATIONS FILE NOS.: SL: -' (--0 :)i_ FILE NAME: / - - - (../- `r CITIZEN INVOLVEMENT TEAMS 14-DAY PENDING APPLICATION NOTICE TO CIT AREAI VtCentrai 4Ea1t ❑South ❑West IZIProposal Descrip.in Library CIT Book CITY OFFICES LONG RANGE PLANNING/Barbara Shields,Planning Mgr. C9MMUNITY DVLPMNT.DEPTJPIanning-Engineering Techs. t OLICE DEPTJJim Wolf,Crime Prevention Officer BUILDING DIVISION/Gary Larnpella,Building Official //ENGINEERING DEPTJBrian Rager,Dvlpmnt.Review Engineer]MATER DEPT./Dennis Koellermeier,Operations Mgr. CITY ADMINISTRATION/Cathy Wheatley,City Recorder , -PUBLIC WORKS/John Roy.Property Manager UBLIC WORKS/Matt Stine,Urban Forester ✓PLANNER—POST PROJECT SITE IF A PUBLIC HEARING ITEM-10 BUSINESS DAYS PRIOR TO THE PUBLIC HEARING! C.D./Sherman Casper,Permit Coord.(soR/cuP re.Tin) SPECIAL DISTRICTS TUAL.HILLS PARK&REC.DIS .* TUALATIN VALLEY FIRE&RESCUE• _ TUALATIN VALLEY WATER DISTRICT* _ CLEANWATER SERVICES* Planning Manager Fire Marshall Administrative Office Lee Walker/SWM Program 15707 SW Walker Road Washington County Fire District PO Box 745 155 N.First Avenue Beaverton,OR 97006 (place in pick-up box) Beaverton,OR 97075 Hillsboro,OR 97124 LOCAL AND STATE JURISDICTIONS CITY OF BEAVERTON * _ CITY OF TUALATIN * _OR.DEPT.OF FISH&WILDLIFE _OR.DIV.OF STATE LANDS _ Planning Manager Planning Manager 2501 SW First Avenue Jennifer Goodridge Irish Bunnell,Development Services PO Box 369 PO Box 59 775 Summer Street NE PO Box 4755 Tualatin,OR 97062 Portland,OR 97207 Salem,OR 97301-1279 Beaverton,OR 97076 OR.PUB.UTILITIES COMM. METRO-LAND USE&PLANNING * _OR.DEPT.OF GEO.&MINERAL IND. 550 Capitol Street NE _ CITY OF DURHAM * 600 NE Grand Avenue 800 NE Oregon Street,Suite 5 Salem,OR 97310-1380 City Manager Portland,OR 97232-2736 Portland,OR 97232 PO Box 23483 Bob Knight,Data Resource Center(zcA) _US ARMY CORPS.OF ENG. Durham,OR 97281-3483 _ Paulette Allen,Growth Management coordinator _OR.DEPT.OF LAND CONSERV.&DVLP. Kathryn Harris Mel Huie,Greenspaces Coordinator(CPA/ZOA) Larry French(Camp.Plan Amendments Only) Routing CENWP-OP-G _CITY OF KING CITY * _ Jennifer Budhabhatti,Regional Planner(Wetlands) 635 Capitol Street NE,Suite 150 PO Box 2946 City Manager _ C.D. Manager,Growth Management Services Salem,OR 97301-2540 Portland,OR 97208-2946 15300 SW 116th Avenue King City,OR 97224 WASHINGTON COUNTY OR.DEPT.OF ENERGY(Powedines m Area) _OREGON DEPT.OF TRANS.(ODOT) Dept.of Land Use&Transp. Bonneville Power Administration Aeronautics Division(Monopole Towers) 155 N.First Avenue —CITY OF LAKE OSWEGO * Routing TTRC–Attn: Renae Ferrera Tom Highland,Planning Suite 350,MS 13 Planning Director PO Box 3621 3040 25th Street,SE Hillsboro,OR 97124 PO Box 369 Portland,OR 97208-3621 Salem,OR 97310 _Brent Curtis(CPA) Lake Oswego,OR 97034 _Gregg Leion(CPA) OR.DEPT.OF ENVIRON.QUALITY(DEQ) ODOT,REGION 1 * _Anne LaMountain(ICA/uRB) _CITY OF PORTLAND (Notify for Wetlands and Potential Environmental Impacts) _Sonya Kazen,Development Review Coordinator _Phil Healy(IGAnJRB) David Knowles,Punning Bureau Dir. Regional Administrator _Carl Toland, Right-of-Way Section(vacations) _Steve Conway(General Apps.) Portland Building 106,Rm. 1002 2020 SW Fourth Avenue,Suite 400 123 NW Flanders _Sr.Cartographer(cPwzCni,as is 1120 SW Fifth Avenue Portland,OR 97201-4987 Portland,OR 97209-4037 _Jim Nims(ZCA)MS 15 Portland,OR 97204 _Doria Mateja(zcA)Ms 14 WCCCA(911)(Monopole Towers) —ODOT,REGION 1 -DISTRICT 2A A Dave Austin Jane Estes,Permit Specialist 17911 NW Evergreen Parkway 5440 SW Westgate Drive,Suite 350 Beaverton,OR 97006 Portland,OR 97221-2414 UTILITY PROVIDERS AND SPECIAL AGENCIES _PORTLAND WESTERN R/R,BURLINGTON NORTHERN/SANTA FE R/R,OREGON ELECTRIC R/R(Burlington Northem/Santa Fe R/R Predecessor) Robert I.Melbo,President&General Manager 110 W. 10th Avenue Albany,OR 97321 _SOUTHERN PACIFIC TRANS.CO.RJR _METRO AREA COMMUNICATIONS _AT&T CABLE —TRI-MET TRANSIT DVLPMT. Clifford C.Cabe,Construction Engineer Debra Palmer(Annexations Only) Pat McGann (If Project is Winn Z Mile of A Transit Route) 5424 SE McLoughlin Boulevard Twin Oaks Technology Center 14200 SW Brigadoon Court Ben Baldwin,Project Planner Portland,OR 97232 1815 NW 169th Place,S-6020 Beaverton,OR 97005 710 NE Holladay Street Beaverton,OR 97006-4886 Portland,OR 97232 PORTLAND GENERAL ELECTRIC _NW NATURAL GAS COMPANY _VERIZON _ QWEST COMMUNICATIONS Jim VanKleek,Svc.Design Consultant Scott Palmer,Engineering Coord. Ken Perdue,Engineering Jeri Cella,Engineering 9480 SW Boeckman Road 220 NW Second Avenue PO Box 1100 8021 SW Capitol Hill Rd,Rm 110 Wilsonville,OR 97070 Portland,OR 97209-3991 Beaverton,OR 97075-1100 Portland,OR 97219 _TIGARD/TUALATIN SCHOOL DIST.#23J_BEAVERTON SCHOOL DIST.#48 _ AT&T CABLE(Apes Ea n.rur wanv) Marsha Butler,Administrative Offices Jan Youngquist,Demographics&Planning Dept. Diana Carpenter 6960 SW Sandburg Street 16550 SW Merlo Road 3500 SW Bond Street Tigard,OR 97223-8039 Beaverton,OR 97006-5152 Portland,OR 97232 * INDICATES AUTOMATIC NOTIFICATION IN COMPLIANCE WITH INTERGOVERNMENTAL AGREEMENT IF WITHIN 500' OF THE SUBJECT PROPERTY FOR ANY/ALL CITY PROJECTS (Project Planner Is Responsible For Indicating Parties To Notify). h\patty\masters\Request For Comments Notification List 2.doc (Revised: 8-Mar-02) 4 REQUEST FOR COMMENTS CIF 'aARD Community CDeve(opment ShapingA Better Community DATE: June 6,2002 TO: Dennis Koellermeier,Operations Manager/Water Department FROM: City of Tigard Planning Division STAFF CONTACT: Mathew Scheidegger,Assistant Planner(x24311 Phone: (5031639-4111/Fax: (5031684-1291 SITE DEVELOPMENT REVIEW[SDRI 2001-00013 y WYATT FIRE PROTECTION BUILDING REQUEST: The applicant is proposing a phased project to demolish two (2) existing structures and build a new 10,560 square foot office with associated storage (Phase #1). Phase #2 will demolish a 3rd building and add a 4,800 square foot addition to the building of Phase #1. LOCATION: 9095 SW Burnham Street; WCTM 2S102AD, Tax Lot 1300. ZONE: CBD: Central Business District. The CBD zoning district is designed to provide a concentrated central business district, centered on the City's historic downtown, including a mix of civic, retail and office uses. Single-family attached housing at a maximum density of 12 units/net acre, equivalent of the R-12 zoning district, and multi-family housing at a minimum density of 32 units/acre, equivalent to the R-40 zoning district, are permitted outright. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360, 18.390, 18.520, 18.705, 18.725, 18.745, 18.755, 18.765, 18.780, 18.790, 18.795 and 18.810. Attached are the Site Plan, Vicinity Map and Applicant's Materials 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 BACK BY: JUNE 20, 2002. 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 above with your comments and confirm your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223. 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. 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N Asw. � EXISTING BUILDING �,t1 _ TO BE RETAINED 11LL 031►'.Mhw APm 037� ([��iI'�i• L Lpt P' nTN11 Mb6 1 .►0303�0 K 90{X1.1.0 P[R OT R ISW 1. , OW TROD NLQ.Im• ,, . g 001{0X1 SiNOARDL ALL A ETM30ETE OW,.W 171E mug µAT,PWO7c(.'f?•11rPl M swam 13100 a U • mW•C1101 n•gP30>a W b.1AL � ��� P'1 POSED 831101 A u HEM+svorx1 's F.P. EL 153.9 F.F. EL 165.9 v ••.` '+..• • • �g� YA�q_�711, F.F. EL 157.8 C{ �� • LEGAL DESCRIPTION: 111 COMM/W4N'LAt[AR707♦D^ .���1i�� P.F. EL 154.9 '© t1.1300.SE 1/1 NC If P I.XD•1 m K M1.M[o w PHASE 0E '�� �t1 F.F. EL 158.6 QI�:!!� - W W r .. I ..ss �7 SECTMN 2.725 nir 03 R WASMNCT01 C(IIMtt,ORFWN +`,`•a OWNER/DEVELOPER: ivii / (010*1 41 .1- 1:'000.1 1112 COW PPOPERnE4 Ca150nE� ,µ�T AWrtR Launans m 1103 a71.,WALL 'IOC rWLn,LO 0' A'- 1 01;011S1714211. 41 :.5 AM TO 1MMu1 91.1110 m EAS, ,17ae SW{441.14000 oR1K M yy�E 70.(0.OREGON i • .'d .,� '11¢9 PH:(503)6b-2947 E d 5 MOP.MNKPOPO.D '*10*• oM• R71400)Ow m".EW r 4000 ' A�.'*)jy 1,51.01 Art. APPLICANT: *010 [L0VAn30.1W,W Si.OI I E 7 100 1.d 10 74*ARCMIECTIRE II y6 04 2696 NW SAN(AMTA 7[10.0.0 POLE PLAN A, PORTLAND OREGON 97210 •MS! mig SCALE '-20' G PN:(503)?.-0679 y III" 6 X °0' SURVEYED BY: ANDY PARR AN0 ASS00A7E1 R.C. t 15962 9009E5 TERRY R0A0 LANE O65900.OREGON 97035 �It n 71 RS r1)--E 711 PM: (903)0]6-3311 • 10 g / -+vn_ 110111 0c a1-./ r CIAIS 17 1 44aa m 191110 \ SPAS: 'we 1' u• ti GDR PROPERTIES 1.00011 s•cm. r 30MR�NO.5/c-o• •7•�A •.11115 w u PHASE ONE CONSTRUCTION r 0019{[0"°°': o• �• /� .1+ro w Su PUBLIC k PRIVATE IMPROVEMENTS S m • ACTED••30.10 •4 BURNHAM STREET X-SECT, OR NAID WALL. AC q/VM l SKIT ' ' 9 IA I. 300X.10 L 1901414.( OoM4 ca 9NSLWw[ TO,0/.197 1r•1w1(90911.7-900. 902 Carob,0.14• P_i Las 0.•09q Open 117034 MAILING RECORDS • AFFIDAVIT OF MAILING cm O oF i1f TIGARD Community Deve(opment Shaping Better Community I, cPatricia L. Lunsforcf, being first duly sworn/affirm, on oath depose and say that I am a Senior Administrative Specialist for the City of Tigard;Washington County, Oregon and that I served the following: (Check Appropriate Beefs)Bebw) © NOTICE OF PENDING LAND USE APPLICATION FOR: SDR2001-00013/WYATT FIRE PROTECTION BUILDING AMENDED NOTICE (Fde No%Name Reference) Z City of Tigard Planning Director A copy of the said notice being hereto attached, marked Exhibit"A", and by reference made a part hereof, was mailed to each named person(s) at the address(s) shown on the attached list(s), marked Exhibit"B", and by reference made a part hereof, on lune 6,2002, and deposited in the United States Mail on lune 6,2002, postage prepaid. (Person that Prepared Notice) Sall:OE OEGON ) County of Washington )ss. City of Tigard ) Subscribed and sworn/affirmed before me on the day of �.� � , 2002. �,. , OFFICIAL SEAL >r`r''� DIANE M JELOEW S �t' �'a NOTARY PUBUC-0ASQON '' COMMISSION N0,325678 MY COMMISSION EXPIRES SEPT.07,2003 NOT Y PUBLIC OF ORE My Commission Expi :. 9/7 d3 ..,v i NOTICE TO MORTGAGEE, LIENHOLDER,VENDOR OR SELLER: THE TIGARD DEVELOPMENT CODE REQUIRES THAT IF YOU RECEIVE THIS NOTICE,IT SHALL BE PROMPTLY FORWARDED TO THE PURCHASER. NOTICE OF PENDING LAND USE APPLICATION SITE DEVELOPMENT REVIEW O CITY OF TIGARD Community Development Shaping A fetter Community DATE OF NOTICE: June 6, 2002 FILE NUMBER: SITE DEVELOPMENT REVIEW (SDR) 2001-00013 Type II Land Use Application FILE NAME: WYATT FIRE PROTECTION BUILDING PROPOSAL: The applicant is proposing a phased project to demolish two (2) existing structures and build a new 10,560 square foot office with associated storage (Phase #1). Phase #2 will demolish a 3rd building and add a 4,800 square foot addition to the building of Phase #1. ZONE: CBD: Central Business District. The CBD zoning district is designed to provide a concentrated central business district, centered on the City's historic downtown, including a mix of civic, retail and office uses. Single-family attached housing at a maximum density of 12 units/net acre, equivalent of the R-12 zoning district, and multi-family housing at a minimum density of 32 units/acre, equivalent to the R-40 zoning district, are permitted outright. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360, 18.390, 18.520, 18.705, 18.725, 18.745, 18.755, 18.765, 18.780, 18.790, 18.795 and 18.810. LOCATION: 9095 SW Burnham Street; WCTM 2S102AD, Tax Lot 1300. YOUR RIGHT TO PROVIDE WRITTEN COMMENTS: Prior to the City making any decision on the Application, you are hereby provided a fourteen (14) day period to submit written comments on the application to the City. THE FOURTEEN (14) DAY PERIOD ENDS AT 5:00 PM ON JUNE 20, 2002. All comments should be directed to Mathew Scheidegger, Assistant Planner in the Planning Division at the City of Tigard, 13125 SW Hall Boulevard, Tigard, Oregon 97223. You may reach the City of Tigard by telephone at (503) 639-4171. ALL COMMENTS MUST BE RECEIVED BY THE CITY OF TIGARD IN WRITING PRIOR TO 5:00 PM ON THE DATE SPECIFIED ABOVE IN ORDER FOR YOUR COMMENTS TO BE CONSIDERED IN THE DECISION MAKING PROCESS THE CITY OF TIGARD APPRECIATES RECEIVING COMMENTS AND VALUES YOUR INPUT. COMMENTS WILL BE CONSIDERED AND ADDRESSED WITHIN THE NOTICE OF DECISION. A DECISION ON THIS ISSUE IS TENTATIVELY SCHEDULED FOR JULY 25, 2002. IF YOU PROVIDE COMMENTS, YOU WILL BE SENT A COPY OF THE FULL DECISION ONCE IT HAS BEEN RENDERED. WRITTEN COMMENTS WILL BECOME A PART OF THE PERMANENT PUBLIC RECORD AND SHALL CONTAIN THE FOLLOWING INFORMATION: • Address the specific "Applicable Review Criteria" described in the section above or any other criteria believed to be applicable to this proposal; • Raise any issues and/or concerns believed to be important with sufficient evidence to allow the City to provide a response; • Comments that provide the basis for an appeal to the Tigard Hearings Officer must address the relevant approval criteria with sufficient specificity on that issue. Failure of any party to address the relevant approval criteria with sufficient specificity may preclude subsequent appeals to the Land Use Board of Appeals or Circuit Court on that issue. Specific findings directed at the relevant approval criteria are what constitute relevant evidence. AFTER THE 14 DAY COMMENT PERIOD CLOSES, THE DIRECTOR SHALL ISSUE A TYPE II ADMINISTRATIVE DECISION. THE DIRECTOR'S DECISION SHALL BE MAILED TO THE APPLICANT AND TO OWNERS OF RECORD OF PROPERTY LOCATED WITHIN 500 FEET OF THE SUBJECT SITE, AND TO ANYONE ELSE WHO SUBMITTED WRITTEN COMMENTS OR WHO IS OTHERWISE ENTITLED TO NOTICE. THE DIRECTOR'S DECISION SHALL ADDRESS ALL OF THE RELEVANT APPROVAL CRITERIA. BASED UPON THE CRITERIA AND THE FACTS CONTAINED WITHIN THE RECORD, THE DIRECTOR SHALL APPROVE, APPROVE WITH CONDITIONS OR DENY THE REQUESTED PERMIT OR ACTION. SUMMARY OF THE DECISION-MAKING PROCESS: ♦ The application is accepted by the City ♦ Notice is sent to property owners of record within 500 feet of the proposed development area allowing a 14-day written comment period. ♦ The application is reviewed by City Staff and affected agencies. • City Staff issues a written decision. • Notice of the decision is sent to the Applicant and all owners or contract purchasers of record of the site; all owners of record of property located within 500 feet of the site, as shown on the most recent property tax assessment roll; any City-recognized neighborhood group whose boundaries include the site; and any governmental agency which is entitled to notice under an intergovernmental agreement entered into with the City which includes provision for such notice or anyone who is otherwise entitled to such notice. INFORMATION/EVIDENCE AVAILABLE FOR REVIEW: The application, written comments and supporting documents relied upon by the Director to make this decision are contained within the record and are available for public review at the City of Tigard Community Development Department. Copies of these items may be obtained at a cost of $.25 per page or the current rate charged for this service. Questions regarding this application should be directed to the Planning Staff indicated on the first page of this Notice under the section titled "Your Right to Provide Written Comments." 4.;," ,+� FA '�.= '��� ■ a,city of TIGARD VICINITY MAP I� 4,t, ' d, �� r SDR200I 00013 �` WYATT FIRE 0414 . ' �• V 1 'Nig PROTECTION OP' c,,s.r � ,�'''��4.Vm.� . , BUILDING do*. 1 t■;4&# I I I I.4 1• eb 4 r . ■ �J�� Also• ■ `. N,. 0 200 .0 400 reel ., t% 111111, Ciry® LA.T■A Ad 6. A MEOW . • LXIII' 2S102AB-04700 2S102AB-04500 BANK OF NEW YORK& CAPISTRANO NICOLAS/CRISTINA B& c/o CACH GERALD C&JOAN L ET AL CACH GERALD C/JOAN L COOLEY MARK& LINDA 12525 SW MAIN 12525 SW MAIN TIGARD,OR 97223 TIGARD,OR 97223 2 S 102AD-01100 2S 102AB-05100 BIRKEMEIER FAMILY TRUST CA TRAM NICOLAS/CRISTINA B& c/o PORTLAND AERIE NO.4 CACH ALD C/JOAN L FRATERNAL ORDER OF EAGLES 125 SW IN 11960 SW FAIRFIELD ST T ARD,OR 97223 BEAVERTON,OR 97005 2S102AA-05000 2•102AB-04300 BISHOP WILBUR A AND MARTHA E CA• TRA . NICOLAS/CRISTINA B& PO BOX 23832 CACH ■ 'ALD C/JOAN L TIGARD,OR 97281 125 • SW •IN ARD,OR 97223 2S 102AD-00900 2S102AD-01800 BOOKOUT JOHN R&FANNY P CARL H JOHNSON FAMILY L P II 10459 NW LOST PARK DR BY JOHNSON CARL H PORTLAND,OR 97229 8965 SW BURNHAM TIGARD,OR 97223 2S102AA-04700 2S 102AB-05302 BROWN DEAN A CASCADE ACQUISITION LLC PO BOX 583 9180 SW BURHNHAM CARLTON,OR 97111 TIGARD,OR 97223 2S102AA-04201 2S102A0-04000 BUTTERFIELD CHARLES W JR& CAUTHORN BRUCE R& MICHELLE S SOMMERS GREGORY J 825 SW VIEWCREST DR 9960 SW SATTLER DUNDEE,OR 97115 TIGARD,OR 97224 2S 102AB-04290 25 102AD-0290 CAPISTRANO NICHOLAS III CI OF ARD 12370 SW MAIN ST 131 HALL BLVD TIGARD,OR 97223 GARD,0 97223 2 02AB-03900 2S102AA-03901 CAP NICHOLAS III CONNOR PENNY L 1237.9.-SW IN ST 7217 SW PINE ST TJARD,OR 9 23 PORTLAND,OR 97223 2S 102AB-04200 2S 102AA-03902 CA- : •• NICOLAS III DAVIDSON WILLIAM G&DIXIE L 1237P AIN ST 8915 SW COMMERCIAL ST T ARD,OR • 223 TIGARD,OR 97223 2S 102AB-04800 2 102AA-0390 CAPISTRANO NICOLAS N&CHRISTIN DA SO ILLIAM G AND DIXIE L 6646 SW 35TH AVE 8915 OMMERCIAL PORTLAND,OR 97221 T ARD,OR 7223 2S102AD-01200 2S102AA-03903 DIBB THERESA ROCHA KAUFMANN RANDALL AND 8848 SW COMMERCIAL ST KAUFMANN LANCE TIGARD,OR 97223 14425 SW MCFARLAND TIGARD,OR 97224 2S102AC-00600 2S102AD-01203 DOLAN&CO LLC MAGNO LLC BY FLORENCE T DOLAN BY MAGNO-HUMPHRIES INC 4523 NE DAVIS ST PO BOX 230626 PORTLAND,OR 97213 TIGARD,OR 97281 2S 102AC-00700 2S 102AB-04400 DI &C% LLC MARR ROBERT M BY FLO:- CE T DOLAN BY R MICHAEL MARR 452 1E DA ST 12420 SW MAIN ST -=s RTLAND,OR 97213 TIGARD,OR 97223 2S 102AC-00400 2S 102AD-02700 DO &Co LC MILLER RICHARD L BY FLO: NCE T DOLAN 19885 SW CAPPOEN RD 452 +E DA' ST SHERWOOD,OR 97140 •RTLAND,OR 97213 2S102AC-00300 2S102AA-04900 DO &C LC NICOLI PACIFIC LLC BY FLO CE T DOLAN 19600 SW CIPOLE RD 452 D IS ST TUALATIN,OR 97062 RTLAND,OR 97213 2S 102AD-01400 2S 102AD-02400 HENDERSON JACK R&MARY S OVERFLOW CORP 9075 SW BURNHAM ST 8950 SW BURNHAM ST TIGARD,OR 97223 TIGARD,OR 97223 2S102AA-04200 2S102A0-01601 INTEGRITY INVESTMENTS INC PARAGON INVESTMENTS LLC 2229 NE BURNSIDE SUITE 86 9037 SW BURNHAM GRESHAM,OR 97030 TIGARD,OR 97223 2S 102AA-04100 2S 102AB-04600 I RITY ESTMENTS INC PEREZ JOSE EVODIO POZOS&PERE 2229 NSIDE SUITE 86 PO BOX 689 SHAM,OR 97030 MAYWOOD,CA 90270 2S102A6-05300 2S102AB-05200 JB OAK HILL LIMITED PARTNERSHIP SCOTT&HOOKLAND REAL ESTATE PAR 9169 SW BURNHAM BY SCOTT MICHAEL TIGARD,OR 97223 9185 SW BURNHAM ST TIGARD,OR 97223 2S 102AD-03100 2S 102AD-01600 JJ&R PROPERTIES LLC SCOTT JERRY D&NATALIE C RALPH GOLDFARB 10060 SW PICKS CT 14560 SW PEACHTREE DR TIGARD,OR 97224 TIGARD,OR 97224 2S 102AA-04801 2S 102AD-02000 SOUTHERN PACIFIC TRANSPORTATION TIGARD WATER DISTRICT BY UNION PACIFIC RAILROAD CO PO BOX 23000 1700 FARNAM ST 10TH FLOOR SOUTH TIGARD,OR 97223 OMAHA, NE 68102 2S 102AC-00202 2S 102AA-04800 SOUTHWEST PORTLAND TRI-COUNTY METROPOLITAN PARTNERSHIP TRANSPORTATION DISTRICT OF OREGON PO BOX 17098 4012 SE 17TH AVE PORTLAND,OR 97217 PORTLAND,OR 97202 2S102AB-04100 2S102AD-01900 SPEEDY LINGUINE INC TUALATIN VALLEY FIRE&RESCUE 5405 SW JEAN RD 20665 BLANTON ST LAKE OSWEGO,OR 97034 ALOHA,OR 97007 2S 102AD-01501 2S 102AA-04000 SPOHN NANCY D UNITED STATES POSTAL SERVIC 9053 SW BURNHAM ST 11272 SW CAPITOL HWY TIGARD,OR 97223 PORTLAND,OR 97219 2S102AB-05301 2S102AD-03200 STEVENS PAGE WALTON S D&DARLENE E 9180 SW BURNHAM ST 10955 SW BLACK DIAMOND TIGARD,OR 97223 TIGARD,OR 97223 2S 102AC-00200 2S 102AC-00500 STEVENS PAGE N WOODARD CHARLES L AND 9180 SW BURNHAM ROAD ARLIE C TIGARD,OR 97223 PO BOX 23303 TIGARD,OR 97223 2S 102AC-00100 2S 102AD-01300 STEVENSON MICHAEL J&KAY L WYATT GENE D 2825 DELLWOOD DR 9095 SW BURNHAM LAKE OSWEGO,OR 97034 TIGARD,OR 97223 25.102AD-02800 2S 102AD-01700 TIGA'I C OF ZUBER JOHN H 1312 :/r ALL BLVD 9025 SW BURNHAM T ARD,O' 97223 TIGARD,OR 97223 2S 02AD-03 0 Bayard Mentrum TIG ITY OF Mentrum Architecture, Inc. 131 HALL 2858 NW Santanita Terrace Ti ARD,O 97223 Portland OR 97210 2S 102AC-0020 TIGA'I OF 1312 ' HALL BLVD T " ARD,O' 97223 Jack Biethan 11023 SW Summerfield Drive, #4 Tigard, OR 97224 Sue Rorman 11250 SW 82nd Avenue Tigard, OR 97223 Naomi Gallucci 11285 SW 78th Avenue Tigard, OR 97223 Michael Trigoboff 7072 SW Barbara Lane Tigard, OR 97223 Dieter Jacobs 7775 SW Spruce Street Tigard, OR 97223 Alexander Crag head 12205 SW Hall Boulevard Tigard, OR 97223-6210 David Chapman 9840 SW Landau Place Tigard, OR 97223 Nathan and Ann Murdock PO Box 231265 Tigard, OR 97281 Brad Spring 7555 SW Spruce Street Tigard, OR 97223 CITY OF TIGARD - EAST (IT SUBCOMMITTEE (i:lcurpinlsetupllabels\CrT East.doc) UPDATED: April 18, 2002 .AI,1 AFFIDAVIT OF MAILING CITY OFTIGARD Community Development Shaping Better Community I, Patricia L. Lunsford, being first duly sworn/affirm, on oath depose and say that I am a Senior Administrative Specialist for the City of Tgard, Washington County, Oregon and that I served the following: (Check Appropriate Box(s)Below) El NOTICE OF DECISION FOR: SDR2001-00013/WYATT FIRE PROTECTION ❑ AMENDED NOTICE (File No/Name Reference) ® City of Tigard Planning Director A copy of the said notice being hereto attached, marked Exhibit"A", and by reference made a part hereof, was mailed to each named person(s) at the address(s) shown on the attached list(s), marked Exhibit"B", and by reference made a part hereof, on August 2,2002, and deposited in the United States Mail on August 2,2002, postage prepaid. 5(....... ,),,,kcieJL._ ( (Person that Prep red Notice) , STAVE OAF OEGON ) County of Washington )ss. City of Tigard ) �� Subscribed and sworn/affirmed before me on the / $ day of , 2002. OFFICIAL SEAL ,:r.7.fir i-;; , DIANE M JELDERKS / %' ' NOTARY PUBLIC-OREGON / -' COMMISSION NO.326578 / M COMMISSION EXPIRES SEPT.07,2003 , 14 / 6 �, ' Ic ' ' I : I I ' , 11' My Commission Expire,: 7 v? . EXHf!'"711- NOTICE OF TYPE II DECISION tALSITE DEVELOPMENT REVIEW (SDR) 2001-00013 CITY OF TIGARD WYATT FIRE PROTECTION Community tt Community ,S�apin�A Betterommunity 120 DAYS = 10/04/2002 SECTION I. APPLICATION SUMMARY FILE NAME: WYATT FIRE PROTECTION CASE NO.: Site Development Review (SDR) SDR2001-00013 PROPOSAL: The applicant is proposing a phased project to demolish two (2) existing structures and build a new 10,560 square foot office with associated storage (Phase #1). Phase #2 will demolish the second building and add a 4,800 square foot addition to the building of Phase #1. OWNER: Eugene D. Wyatt APPLICANT'S Bayard Mentrum 9095 SW Burnham Street REP: Mentrum Architecture, Inc. Tigard, OR 97223 2858 NW Santanita Terrace Portland, OR 97210 LOCATION: 9095 SW Burnham Street; WCTM 2S102AD, Tax Lot 1300. ZONE: CBD: Central Business District. The CBD zoning district is designed to provide a concentrated central business district centered on the City's historic downtown, including a mix of civic, retail and office uses. Single-family attached housing at a maximum density of 12 units/net acre, equivalent of the R-12 zoning district, and multi-family housing at a minimum density of 32 units/acre, equivalent to the R-40 zoning district, are permitted outright. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360, 18.390, 18.520, 18.705, 18.725, 18.745, 18.755, 18.765, 18.790, 18.795 and 18.810. SECTION II . DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above Site Development Review request subject to certain conditions of approval. The findings and conclusions on which the decision is based are noted in the full decision, available at City Hall. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. All documents and applicable criteria in the above-noted file are available for inspection at no cost or copies can be obtained for twenty-five cents (25c) per page, or the current rate charged for copies at the time of the request. SECTION III. PROCEDURE AND APPEAL INFORMATION Notice: Notice mailed to: X The applicant and owners X Owner of record within the required distance X Affected government agencies Final Decision: THIS DECISION IS FINAL ON AUGUST 2, 2002 AND BECOMES EFFECTIVE ON AUGUST 17, 2002 UNLESS AN APPEAL IS FILED. Ap.,eal: The Director's Decision is final on the date that it is mailed. All persons entitled to notice or who are otherwise adversely affected or aggrieved by the decision as provided in Section 18.390.040.G.1 may appeal this decision in accordance with Section 18.390.040.G.2 of the Tigard Community Development Code which provides that a written appeal together with the required fee shall be filed with the Director within ten (10) business days of the date the Notice of Decision was mailed. The appeal fee schedule and forms are available from the Planning Division of Tigard City Hall, 13125 SW all Boulevard, Tigard, Oregon 97223. Unless the applicant is the appellant, the hearing on an appeal from the Director's Decision shall be confined to the specific issues identified in the written comments submitted by the parties during the comment period. Additional evidence concerning issues properly raised in the Notice of Appeal may be submitted by any party during the appeal hearing, subject to any additional rules of procedure that may be adopted from time to time by the appellate body. THE DEADLINE FOR FILING AN APPEAL IS 5:00 PM ON AUGUST 16, 2002. I Questions: For further information please contact the Planning Division Staff Planner, Mathew Scheidegger at (503) 639-4171, Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. V .� -� CliY al ilGaRD ' L:II,40 4,•`-1)•∎ ,•' VICINITY MAP 44111♦'�1 'X , , �-� r, �♦ ` *# • ,� SDR2001 00013 MI et •��* WYATT FIRE • A�� . ' 1.. PROTECTION el •, • . . ■ MI BUILDING, • .1) , \ #1, _ 4,, it 1 rP1W .'. e;;S, S • 4 o ,.., 4 ..,„tovs,,, _4 0„, N„. .. • \ '4 �� N ,•k ef'' 4 • • ,..aw NO nw i 0 ak rro.r'•.•�•WO. MIN MOW NW • AF�cr •0 00 Z t�Op�; '. O vg a CO ;! f Z Z /� (1�1j1j, / J 3, a a a ti` H �' \ \. � ,:. 1- NM, N .� JT,yFFI CITY OF TIGARD + WYATT FIRE PROTECTION BUILDING SITE PLAN N (Map is not to scale) 2S102AB-04700 25102AB-04500 ORR BANK OF NEW YORK& CAPISTRANO NICOLAS/CRISTINA B& Go CACH GERALD C&JOAN L ET AL CACH GERALD C/JOAN L COOLEY MARK&LINDA 12525 SW MAIN 12525 SW MAIN TIGARD,OR 97223 TIGARD,OR 97223 2S102AD-01100 2S102AB-05100 BIRKEMEIER FAMILY TRUST CA` TRA 0 NICOLAS/CRISTINA B& Go PORTLAND AERIE NO.4 CACH a.. ••LD C/JOAN L FRATERNAL ORDER OF EAGLES 125 : SW • •IN 11960 SW FAIRFIELD ST T ARD,OR 97223 BEAVERTON,OR 97005 2S102AA-05000 2•102AB-04300 BISHOP WILBUR A AND MARTHA E CA' TRA . NICOLAS/CRISTINA B& PO BOX 23832 CACH ► ••LD C/JOAN L TIGARD,OR 97281 125 SW •IN ARD,OR 97223 2S 102AD-00900 2S102AD-01800 BOOKOUT JOHN R&FANNY P CARL H JOHNSON FAMILY L P II 10459 NW LOST PARK DR BY JOHNSON CARL H PORTLAND,OR 97229 8965 SW BURNHAM TIGARD,OR 97223 2S102AA-04700 25102AB-05302 BROWN DEAN A CASCADE ACQUISITION LLC PO BOX 583 9180 SW BURHNHAM CARLTON,OR 97111 TIGARD,OR 97223 2S 102AA-04201 2S 102AB-04000 BUTTERFIELD CHARLES W JR& CAUTHORN BRUCE R& MICHELLE S SOMMERS GREGORY J 825 SW VIEWCREST DR 9960 SW SATTLER DUNDEE,OR 97115 TIGARD,OR 97224 2S 102AB-04290 2S 102AD-0290 CAPISTRANO NICHOLAS III CI OF ARD 12370 SW MAIN ST 131 HALL BLVD TIGARD,OR 97223 GARD,0 97223 2 02A8-03900 2S102AA-03901 CAP �NICHOLAS III CONNOR PENNY L 12379,6W IN ST 7217 SW PINE ST T1 -ARD,OR 9 23 PORTLAND,OR 97223 2S 102AB-04200 2S 102AA-03902 CA• e •• NICOLAS III DAVIDSON WILLIAM G&DIXIE L 12370 t • AIN ST 8915 SW COMMERCIAL ST T ARD,OR • 223 TIGARD,OR 97223 2S 102AB-04800 2 102AA-03901 CAPISTRANO NICOLAS N&CHRISTIN DA 'SO ILLIAM G AND DIXIE L 6646 SW 35TH AVE 8915 .•' OMMERCIAL PORTLAND,OR 97221 T "ARD,OR '7223 25102AD-01200 2S102AA-03903 DIBB THERESA ROCHA KAUFMANN RANDALL AND 8848 SW COMMERCIAL ST KAUFMANN LANCE TIGARD,OR 97223 14425 SW MCFARLAND TIGARD,OR 97224 2S 102AC-00600 2S 102AD-01203 DOLAN&CO LLC MAGNO LLC BY FLORENCE T DOLAN BY MAGNO-HUMPHRIES INC 4523 NE DAVIS ST PO BOX 230626 PORTLAND,OR 97213 TIGARD,OR 97281 2S102AC-00700 2S102AB-04400 DO • &C% LLC MARR ROBERT M BY FLO:. CE T DOLAN BY R MICHAEL MARR 452 IE DA ST 12420 SW MAIN ST •.RTLAND,OR 97213 TIGARD,OR 97223 2S 102AC-00400 25102AD-02700 DOL & C MILLER RICHARD L BY FLO NCE T DOLAN 19885 SW CAPPOEN RD 452 E DA ST SHERWOOD,OR 97140 RTLAND,OR 97213 2S 102AC-00300 2S 102AA-04900 DOL• &C• LC NICOLI PACIFIC LLC BY FL'' CE T DOLAN 19600 SW CIPOLE RD 452 D• IS ST TUALATIN,OR 97062 RTLAND,OR 97213 2S 102AD-01400 2S 102AD-02400 HENDERSON JACK R&MARY S OVERFLOW CORP 9075 SW BURNHAM ST 8950 SW BURNHAM ST TIGARD,OR 97223 TIGARD,OR 97223 28 102AA-04200 2S 102AD-01601 INTEGRITY INVESTMENTS INC PARAGON INVESTMENTS LLC 2229 NE BURNSIDE SUITE 86 9037 SW BURNHAM GRESHAM,OR 97030 TIGARD,OR 97223 2S102AA-04100 2S102AB-04600 I RITY VESTMENTS INC PEREZ JOSE EVODIO POZOS&PERE 2229 ._'NSIDE SUITE 86 PO BOX 689 ' SHAM,OR 97030 MAYWOOD,CA 90270 2S102AB-05300 2S102AB-05200 JB OAK HILL LIMITED PARTNERSHIP SCOTT&HOOKLAND REAL ESTATE PAR 9169 SW BURNHAM BY SCOTT MICHAEL TIGARD,OR 97223 9185 SW BURNHAM ST TIGARD,OR 97223 2S102AD-03100 2S102AD-01600 JJ&R PROPERTIES LLC SCOTT JERRY D&NATALIE C RALPH GOLDFARB 10060 SW PICKS CT 14560 SW PEACHTREE DR TIGARD,OR 97224 TIGARD,OR 97224 2S 102AA-04801 2S 102AD-02000 SOUTHERN PACIFIC TRANSPORTATION TIGARD WATER DISTRICT BY UNION PACIFIC RAILROAD CO PO BOX 23000 1700 FARNAM ST 10TH FLOOR SOUTH TIGARD,OR 97223 OMAHA, NE 68102 2S102AC-00202 2S102AA-04800 SOUTHWEST PORTLAND TRI-COUNTY METROPOLITAN PARTNERSHIP TRANSPORTATION DISTRICT OF OREGON PO BOX 17098 4012 SE 17TH AVE PORTLAND,OR 97217 PORTLAND,OR 97202 2S 102AB-04100 2S 102AD-01900 SPEEDY LINGUINE INC TUALATIN VALLEY FIRE&RESCUE 5405 SW JEAN RD 20665 BLANTON ST LAKE OSWEGO,OR 97034 ALOHA,OR 97007 28 102AD-01501 2S 102AA-04000 SPOHN NANCY D UNITED STATES POSTAL SERVIC 9053 SW BURNHAM ST 11272 SW CAPITOL HWY TIGARD,OR 97223 PORTLAND,OR 97219 2S102AB-05301 2S102AD-03200 STEVENS PAGE WALTON S D&DARLENE E 9180 SW BURNHAM ST 10955 SW BLACK DIAMOND TIGARD,OR 97223 TIGARD,OR 97223 2S 102AC-00200 2S 102AC-00500 STEVENS PAGE N WOODARD CHARLES L AND 9180 SW BURNHAM ROAD ARLIE C TIGARD,OR 97223 PO BOX 23303 TIGARD,OR 97223 2S 102AC-00100 2S 102AD-01300 STEVENSON MICHAEL J&KAY L WYATT GENE D 2825 DELLWOOD DR 9095 SW BURNHAM LAKE OSWEGO,OR 97034 TIGARD,OR 97223 25102AD-02800 25102AD-01700 TIGA'I C OF ZUBER JOHN H 1312 : ALL BLVD 9025 SW BURNHAM T ARD, O' 97223 TIGARD,OR 97223 2S 02AD-038x0 TIGA'• ITY OF 131 HALL Ti ARD, •' 97223 2S102AC-0020 TIGA•I OF 1312 ' HALL BLVD T " ARD,O' 97223 Jack Biethan 11023 SW Summerfield Drive, #4 Tigard, OR 97224 Sue Rorman 11250 SW 82nd Avenue Tigard, OR 97223 Naomi Gallucci 11285 SW 78"i Avenue Tigard, OR 97223 Michael Trigoboff 7072 SW Barbara Lane Tigard, OR 97223 Dieter Jacobs 7775 SW Spruce Street Tigard, OR 97223 Alexander Craghead 12205 SW Hall Boulevard Tigard, OR 97223-6210 David Chapman 9840 SW Landau Place Tigard, OR 97223 Nathan and Ann Murdock PO Box 231265 Tigard, OR 97281 Brad Spring 7555 SW Spruce Street Tigard, OR 97223 CITY OF TIGARD - EAST (IT SUBCOMMITTEE (i:\curpin\setup\labels\CIT East.doc) UPDATED: April 18, 2002 AFFIDAVIT OF MAILING CITY O T GARD Community(Development SiapingA Better Community I, Patricia L. Lunford, being first duly sworn/affirm, on oath depose and say that I am a Senior Administrative Specialist for the City of Tigard;'Wasfington County, Oregon and that I served the following: (Check Appropiate Box(s)Below} El NOTICE OF DECISION FOR: SDR2001-00013/WYATT FIRE PROTECTION ❑ AMENDED NOTICE (File No/Name Reference) ® City of Tigard Planning Director A copy of the said notice being hereto attached, marked Exhibit"A", and by reference made a part hereof, was mailed to each named person(s) at the address(s) shown on the attached list(s), marked Exhibit'B", and by reference made a part hereof, on August 2,2002, and deposited in the United States Mail on August 2,2002, postage prepaid. 2 • __}.‘tk-/Ze- -_ / . ..-- _ --t',e,•17' 174/ (Person that Pr pared Notice) SV4'JL OAF OXEGON ) County of Washington )ss. City of Tigard" ) Subscribed and sworn/affirmed before me on the /-_. day of i� �/ .. , 2002. ^•, OFFICIAL SEAL ,ez r. i DIANE M JELDERKS ; NOTARY PUBLIC-OREGON "' COMMISSION NO.326578 /� MY COMMISSION EXPIRES SEPT.07,2003 L I� ' I , ' ' I . I I ' I ' My Commission Expires: o3 EXHIBrr/ NOTICE OF TYPE II DECISION SITE DEVELOPMENT REVIEW (SDR) 2001-00013 I'I, CITY OF TIGARD WYATT FIRE PROTECTION Community(Development Shaping Better Community 120 DAYS = 10/04/2002 SECTION I. APPLICATION SUMMARY FILE NAME: WYATT FIRE PROTECTION CASE NO.: Site Development Review (SDR) SDR2001-00013 PROPOSAL: The applicant is proposing a phased project to demolish two (4) existing structures and build a new 10,560 square foot office with associated storage. Phase #1 will demolish three of the existing buildings in order to construct the proposed 10,560 square foot office building. Phase #2 will consist of demolishing the fourth building and add a 4,800 square foot addition to the building of Phase#1. OWNER: Eugene D. Wyatt APPLICANT'S Bayard Mentrum 9095 SW Burnham Street REP: Mentrum Architecture, Inc. Tigard, OR 97223 2858 NW Santanita Terrace Portland, OR 97210 LOCATION: 9095 SW Burnham Street; WCTM 2S102AD, Tax Lot 1300. ZONE: CBD: Central Business District. The CBD zoning district is designed to provide a concentrated central business district centered on the City's historic downtown, including a mix of civic, retail and office uses. Single- family attached housing at a maximum density of 12 units/net acre, equivalent of the R-12 zoning district, and multi-family housing at a minimum density of 32 units/acre, equivalent to the R-40 zoning district, are permitted outright. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360, 18.390, 18.520, 18.705, 18.725, 18.745, 18.755, 18.765, 18.790, 18.795 and 18.810. SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request subject to certain conditions of approval. The findings and conclusions on which the decision is based are noted in Section VI. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 1 OF 23 CONDITIONS OF APPROVAL THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO THE ISSUANCE OF SITE/BUILDING PERMITS: Submit evidence of complying with the following conditions to the Planning Division. Staff contact: Mathew Scheidegger x2437. 1. Provide a plan showing a walkway extending from the separate entrances of the proposed development to SW Burnham. 2. Provide a plan showing the parking area to be screened from SW Burnham with a balance of low lying and vertical shrubbery. Parking lot trees must also be shown on the plan at a spacing of 1 for every 7 parking stalls. 3. Submit a narrative addressing which one of the four methods of mixed solid waste and recyclable storage will be used, to be reviewed and approved by the Planning Department. 4. Provide a plan showing at least five percent of the proposed parking stalls reserved for carpool/vanpool parking. 5. Provide one (1) additional ADA accessible parking stall. 6. Provide a plan showing all parking stalls along the boarder of the property to be fitted with wheel stops at least four inches high located three feet back from the front of the parking stall. 7. Provide a plan indicating 8-bicycle parking stalls will be available on-site. 8. Provide a plan that shows an 8-stall bicycle rack designed according to Section 18.765.050.C. of the Tigard Development Code. 9. Submit a time schedule for the completion of both phases which will not to exceed three years. 10. Submit a lighting plan to be reviewed by Jim Wolf of the Tigard Police. 11. Provide a letter from ODOT regarding the construction of a public bus stop and compliance with ODOT conditions. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO ISSUANCE OF THE SITE PERMIT: Submit to the Engineering Department (Brian Rager, 639-4171, ext. 2471) for review and approval: 12. Prior to issuance of a site permit, a Public Facility Improvement (PFI) permit is required for this project to cover the half-street improvement in Burnham Street and any other work in the public right-of-way. Six (6) sets of detailed public improvement plans shall be submitted for review to the Engineering Department. NOTE: these plans are in addition to any drawings required by the Building Division and should only include sheets relevant to public improvements. Public Facility Improvement (PFI) permit plans shall conform to City of Tigard Public Improvement Design Standards, which are available at City Hall and the City's web page (www.ci.tigard.or.us). 13. The PFI permit plan submittal shall include the exact legal name, address and telephone number of the individual or corporate entity who will be designated as the "Permittee", and who will provide the financial assurance for the public improvements. For example, specify if the entity is a corporation, limited partnership, LLC, etc. Also specify the state within which the entity is incorporated and provide the name of the corporate contact person. Failure to provide accurate information to the Engineering Department will delay processing of project documents. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 2 OF 23 14. Prior to issuance of the site permit, the applicant shall submit a suite layout map to Shirley Treat, Engineering Department. If the applicant is not sure how many suites will be used, they must estimate a number. The City will then assign suite numbers and the address fee will then be calculated. The fee must be paid by the applicant prior to issuance of the site permit. (STAFF CONTACT: Shirley Treat, Engineering). 15. The applicant shall submit construction plans to the Engineering Department as a part of the Public Facility Improvement permit, which indicate that they will construct a half-street improvement along the frontage of Burnham Street. The improvements adjacent to this site shall include: A. City standard pavement section for a collector street from curb to centerline equal to 17 feet; B. pavement tapers needed to tie the new improvement back into the existing edge of pavement shall be built beyond the site frontage; C. concrete curb, or curb and gutter as needed; D. storm drainage, including any off-site storm drainage necessary to convey surface and/or subsurface runoff; E. 8 foot concrete sidewalk with a planter strip; F. street trees in the planter strip spaced per TDC requirements; G. street striping; H. streetlight layout by applicant's engineer, to be approved by City Engineer; underground utilities; J. street signs (if applicable); K. driveway apron (if applicable); and L. adjustments in vertical and/or horizontal alignment to construct SW Burnham Street in a safe manner, as approved by the Engineering Department. 16. The applicant's engineer shall coordinate with Vannie Nguyen, Engineering Manager, with regard to specific design issues relative to Burnham Street identified by the Capital Improvement Division. 17. A profile of Burnham Street shall be required, extending 300 feet either side of the subject site showing the existing grade and proposed future grade. 18. The applicant shall provide an on-site water quality facility as required by Clean Water Services Design and Construction Standards (adopted by Resolution and Order No. 00-7). Final plans and calculations shall be submitted to the Engineering Department (Brian Rager) for review and approval prior to issuance of the site permit. In addition, a proposed maintenance plan shall be submitted along with the plans and calculations for review and approval. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO ISSUANCE OF THE BUILDING PERMIT: Submit t th ngineering Department (Brian Rager, 639-4171, ext. 2471) for review and approval: 19. Prior to issuance of a building permit, additional right-of-way shall be dedicated to the Public along the frontage of Burnham Street to increase the right-of-way to 31 feet from the centerline. The description shall be tied to the existing right-of-way centerline. The dedication document shall be on City forms. Instructions are available from the Engineering Department. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO A FINAL BUILDING INSPECTION: NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 3 OF 23 Submit to the Engineering Department (Brian Rager, 639-4171, ext. 2471) for review and approval: 20. Prior to a final building inspection, the applicant shall complete the required public improvements, obtain conditional acceptance from the City, and provide a one-year maintenance assurance for said improvements. 21. Prior to final inspection, the applicant shall provide the City with as-built drawings of the public improvements as follows: 1 3 mil mylar, 2) a diskette of the as-builts in "DWG" format, if available; otherwise "DXF" will be acceptable, and 3) the as-built drawings shall be tied to the City's GPS network. The applicant's engineer shall provide the City with an electronic file with points for each structure (manholes, catch basins, water valves, hydrants and other water system features) in the development, and their respective X and Y State Plane Coordinates, referenced to NAD 83 (91). 22. The applicant shall either place the existing overhead utility lines along SW Burnham Street underground as a part of this project, or they shall pay the fee in-lieu of undergrounding. The fee shall be calculated by the frontage of the site that is parallel to the utility lines and will be $27.50 per lineal foot. If the fee option is chosen, the amount will be $2,943.00 and it shall be paid prior to final inspection. 23. Prior to final inspection, the applicant shall pay $280.00 to the City for the striping of the bike lane along the frontage of Burnham Street. 24. To ensure compliance with Clean Water Services design and construction standards, the applicant shall employ the design engineer responsible for the design and specifications of the private water quality facility to perform construction and visual observation of the water quality facility for compliance with the design and specifications. These inspections shall be made at significant stages, and at completion of the construction. Prior to final building inspection, the design engineer shall provide the City of Tigard (Inspection Supervisor) with written confirmation that the water quality facility is in compliance with the design and specifications. Staff Contact: Hap Watkins, Building Division. THIS APPROVAL SHALL BE VALID FOR EIGHTEEN (18) MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. SECTION III. BACKGROUND INFORMATION Site History: No previous land-use cases are associated with the subject property. Vicinity Information: Property to the north, south, east, and west are zoned Central Business District; CBD. The area is developed with a mix of commercial uses. Site Information and Proposal Description: The applicant is proposing a phased project to demolish two (4) existing structures and build a new 10,560 square foot office with associated storage. Phase #1 will demolish three of the existing buildings in order to construct the proposed 0,560 square foot office building. Phase #2 will consist of demolishing the fourth building and add a 4,800 square foot addition to the building of Phase #1. SECTION IV. COMMENTS FROM PROPERTY OWNERS WITHIN 500 FEET No comments were received. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 4 OF 23 SECTION V. SUMMARY OF APPLICABLE REVIEW CRITERIA A. Zoning Districts 18.520 (Commercial Zoning Districts) B. Applicable Development Code Standards 18.705 Access Egress and Circulation) 18.745 Landscaping and Screening) 18.755 Mixed Solid Waste and Recyclable Storage) 18.765 Off-Street parking and loading requirements) 18.780 Signs) 18.790 Tree Removal) 18.795 Visual Clearance) C. Specific DR Approval Criteria 18.360 D. Street and Utility Improvement Standards 18.810 E. Impact Study 18.390 SECTION VI. APPLICABLE DEVELOPMENT CODE STANDARDS A. ZONIING DISTRICT Commercial Zoning District: Section 18.520.020 Lists the description of the Commercial Zoning Districts. The site is located in the CBD: Central Business District. Development Standards: Section 18.530.040.B States that Development standards in commercial zoning districts are contained in Table 18.530.2 below: TABLE 18.520.2 DEVELOPMENT STANDARDS IN COMMERCIAL ZONES STANDARD CBD Proposed Minimum Lot Size None 41,269 sq.ft. -Detached unit - -Boarding,lodging,rooming house - Minimum Lot Width None 107 ft. Minimum Setbacks -Front yard 0/30 ft[12] 20ft. -Side facing street on corner&through lots[1] 0/30 ft[12] - -Side yard 0/30 ft[12] 5 ft. -Side or rear yard abutting more restrictive zoning district - - --Rear yard 0/30 ft[12] 34 ft. -Distance between front of garage&property line abutting a public or private street. - Minimum Building Height N/A N/A Maximum Building Height 80 ft[13] >80 ft. Maximum Site Coverage[2] 85% 81% Minimum Landscape Requirement 15% 19% As demonstrated in the table above, the applicant's plans comply with the dimensional standards of the CBD zone. FINDING: Based on the analysis above, the Development Standards criteria have been satisfied. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 5 OF 23 B. APPLICABLE DEVELOPMENT CODE STANDARDS The Site development Review approval standards require that a development proposal be found to be consistent with the various standards of the Community Development Code. The applicable criteria in this case are Chapters 18.360, 18.390, 18.520, 18.705, 18.745, 18.755, 18.765, 18.775, 18.780, 18.790, 18.795, and 18.810. The proposal's consistency with these Code Chapters is reviewed in the following sections. Access, Egress and Circulation (18.705): Access plan: No building or other permit shall be issued until scaled plans are presented and approved as provided by this chapter that show how access, egress and circulation requirements are to be fulfilled. The applicant shall submit a site plan. The Director shall provide the applicant with detailed information about this submission requirement. The applicant has provided plans showing access, egress and circulation from SW Burnham Street. Therefore, this standard has been satisfied. Joint access: Owners of two or more uses, structures, or parcels of land may agree to utilize jointly the same access and egress when the combined access and egress of both uses, structures, or parcels of land satisfies the combined requirements as designated in this title, provided: Satisfactory legal evidence shall be presented in the form of deeds, easements, leases or contracts to establish the joint use; and copies of the deeds, easements, leases or contracts are placed on permanent file with the City. No joint access is proposed at this time. Therefore, this standard does not apply. Public street access: All vehicular access and egress as required in Sections 18.705.030H and 18.705.0301 shall connect directly with a public or private street approved by the City for public use and shall be maintained at the required standards on a continuous basis. The proposed building is accessible from SW Burnham Street, which is a public street that will be maintained as a public street. Curb cuts: Curb cuts shall be in accordance with Section 18.810.030N: Concrete curbs, curb cuts, wheelchair, bicycle ramps and driveway approaches shall be constructed in accordance with standards specified in this chapter and Section 15.04.080: Concrete curbs and driveway approaches are required; except where no sidewalk is planned, an asphalt approach may be constructed with City Engineer approval and Asphalt and concrete driveway approaches to the property line shall be built to City configuration standards. No driveway approach shall be less than five feet from the side property line projected except in cul-de-sacs, without approval and written permission of the city. The end slopes may encroach within the five foot restricted area. No portion of any driveway approach, including the end slopes, shall be located closer than thirty feet to an intersection street right-of-way line. Commercial or service drives shall not be more than thirty feet in width and if located on the same lot frontage shall be separated by a minimum length of curb of thirty feet. Each residential driveway shall be not more than twenty-six feet in width including end slopes, and if more than one driveway is to be constructed to serve the same lo , the frontage spacing between such driveways shall be not less than thirty feet measured along the curb line. Joint access driveways shall conform to the appropriate width standard for commercial or residential type usage. The driveway approach is pre-existing. Therefore, this standard does not apply. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 6 OF 23 Walkways: On-site pedestrian walkways shall comply with the following standards: Walkways shall extend from the ground floor entrances or from the ground floor landing of stairs, ramps, or elevators of all commercial, institutional, and industrial uses, to the streets which provide the required access and egress. Walkways shall provide convenient connections between buildings in multi-building commercial, institutional, and industrial complexes. Unless impractical, walkways shall be constructed between new and existing developments and neighboring developments; According to the plans submitted, a 6-foot concrete walkway will extend from the main entrance of the 1st suite closest to SW Burnham. However, the plans do not show a walkway extending from any of the other proposed suites. Therefore, the applicant is required to provide a plan showing a walkway extending from the separate entrances of the proposed development. Wherever required walkways cross vehicle access driveways or parking lots, such crossings shall be designed and located for pedestrian safety. Required walkways shall be physically separated from motor vehicle traffic and parking by either a minimum 6-inch vertical separation (curbed) or a minimum 3-foot horizontal separation, except that pedestrian crossings of traffic aisles are permitted for distances no greater than 36 feet if appropriate landscaping, pavement markings, or contrasting pavement materials are used. Walkways shall be a minimum of four feet in width, exclusive of vehicle overhangs and obstructions such as mailboxes, benches, bicycle racks, and sign posts, and shall be in compliance with ADA standards; The applicant has proposed a 6-foot walkway extending from SW Burnham Street to the front door, of the 1st suite of the proposed development, which does not cross a traffic aisle. However, the applicant has been required previously to provide a plan showing a walkway extending to all entrances of the proposed suites, which will be reviewed for pedestrian safety. Therefore, this standard has been satisfied. Required walkways shall be paved with hard surfaced materials such as concrete, asphalt, stone, brick, etc. Walkways may be required to be lighted and/or signed as needed for safety purposes. Soft-surfaced public use pathways may be provided only if such pathways are provided in addition to required pathways. The applicant is proposing the new walkway to be asphalt. Therefore, this standard has been satisfied Minimum Access Requirements for Commercial and Industrial Use: Section 18.705.030.1_provides the minimum access requirements for commercial and industrial uses: Table 18.705.3 indicates that the required access width for developments with 0-99 parking spaces is one 30-foot accesses with 24 feet of pavement. Vehicular access shall be provided to commercial or industrial uses, and shall be located to within 50 feet of the primary ground floor entrances; additional requirements for truck traffic may be placed as conditions of site development review. The site is currently developed with a 30-foot-wide access drive with 24 feet of pavement. Which meets this criterion. Therefore, this standard is met. One-way vehicular access points: Where a proposed parking facility indicates only one-way traffic flow on the site, it shall be accommodated by a specific driveway serving the facility; the entrance drive shall be situated closest to oncoming traffic and the exit drive shall be situated farthest from oncoming traffic. The access drive is designed for two-way traffic. Therefore, this standard does not apply. The Director has the authority to restrict access when the need to do so is dictated by one or more of the following conditions: NOTICE OF TYPE II DECISION SDR2001-00013/wYATT FIRE PROTECTION BUILDING PAGE 7 OF 23 To provide for increased traffic movement on congested streets and to eliminate turning movement problems, the Director may restrict the location of driveways on streets and require the location of driveways be placed on adjacent streets, upon the finding that the proposed access would: • Cause or increase existing hazardous traffic conditions; or • Provide inadequate access for emergency vehicles; or • Cause hazardous conditions to exist which would constitute a clear and present danger to the public health, safety, and general welfare. To eliminate the need to use public streets for movements between commercial or industrial properties, parking areas shall be designed to connect with parking areas on adjacent properties unless not feasible. The Director shall require access easements between properties where necessary to provide for parking area connections; To facilitate pedestrian and bicycle traffic, access and parking area plans shall provide efficient sidewalk and/or pathway connections, as feasible, between neighboring developments or land uses; The access to the subject property is pre-existing and is not considered hazardous or constitutes a clear and present danger to the public health. Therefore, no access restriction is required. FINDING: Based on the analysis above, the Access, Egress and Circulation standards have not been met. CONDITION:Provide a plan showing a walkway extending from the separate entrances of the proposed development to SW Burnham. Landscaping and Screening (18.745): Street Trees: Section 18.745.040 states that all development projects fronting on a public street or a private drive more than 100 feet in length shall be required to plant street trees in accordance with Section 18.745.040.0 Section 18.745.040.0 requires that street trees be spaced between 20 and 40 feet apart depending on the size classification of the tree at maturity (small, medium or large). The subject site is approximately 107 feet in width. The applicant has provided a landscape plan showing 4 Red Sunset maples spaced at 20 feet apart. Therefore, this standard has been satisfied. Buffering and Screening: Section 18.745.050 states that buffering and screening is required to reduce the impacts on adjacent uses which are of a different type in accordance with the matrices in this chapter (Tables 18.745.1 and 18.745.2). The owner of each proposed development is responsible for the installation and effective maintenance of buffering and screening. When different uses would be abutting one another except for separation by a right-of- way, buffering, but not screening, shall be required as specified in the matrix; The proposed office use will abut a non-conforming auto repair use to the east, a railroad to the north and an office use to the west. A 5-foot landscaped area with 25 Japanese Holly bushes, and 7 Incense Cedars buffers the abutting parcel to the east. Staff is satisfied that the proposed buffer will adequately screen the proposed office use from the adjoining property to the east. According to the standard, the east abutting property is the only parcel that the proposed use is required to provide buffering for. Therefore, this standard has been met. Screening: Special P-rovisions: Section 18.745.050.E requires the screening of parking and loading areas. Landscaped parking areas shall include special design features which effectively screen the parking lot areas from view. Planting materials to be installed should achieve a relative balance between low lying and vertical shrubbery and trees. Trees shall be planted in NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 8 OF 23 landscaped islands in all parking areas, and shall be equally distributed on the basis of one (1) tree for each seven (7) parking spaces in order to provide a canopy effect. The minimum dimension on the landscape islands shall be three (3) feet wide and the landscaping shall be protected from vehicular damage by some form of wheel guard or curb. The associated parking area is to the west of the subject site. The parking area will be screened from the abutting property to the east by the proposed building. The parking area is proposed to be screened from the western abutting property by a 6-foot-high cyclone fence with slats. The screening from SW Burnham Street does not meet code requirements. The applicant has only shown a bioswale and a single street tree separating the parking area from the street. The applicant has shown 2 landscape islands containing Flowering Pear trees and David Viburnum. However, the applicant is required to provide 1 parking lot tree for every 7 spaces. Therefore, the applicant is required to provide a plan showing the parking area to be screened from SW Burnham with a balance of low lying and vertical shrubbery. Parking lot trees must also be shown on the plan at a spacing of 1 for every 7 parking stalls. Screening Of Service Facilities. Except for one-family and two-family dwellings, any refuse container or disposal area and service facilities such as gas meters and air conditioners which would otherwise be visible from a public street, customer or resident parking area, any public facility or any residential area shall be screened from view by placement of a solid wood fence or masonry wall between five and eight feet in height. All refuse materials shall be contained within the screened area; Screening of Service Facilities is addressed under Chapter 18.755 (Mixed Solid Waste and Recyclable Storage). FINDING: Based on the analysis above, the landscaping and screening standards have not been met. CONDITION: Provide a plan showing the parking area to be screened from SW Burnham with a balance of low lying and vertical shrubbery. Parking lot trees must also be shown on the plan at a spacing of 1 for every 7 parking stalls. Mixed Solid Waste and Recyclables Storage (18.755): Chapter 18.755 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 must choose one _(1) of the following four (4) methods to demonstrate compliance: Minimum Standard,.Waste Assessment, Comprehensive Recycling Plan, or Franchised Hauler Review and Sign-Off. The applicant will have to submit evidence or a plan which indicates compliance with this section. Regardless of which method chosen, the applicant will have to submit a written sign-off from the franchise hauler regarding the facility location and compatibility. According to the applicant, a 10-foot by 16-foot area with a 6-foot-high cyclone fence with sight obscuring slats and solid metal gates will be provided at the northwest end of the proposed site. However, the applicant has not indicated which of the four (4) methods is being used to determine the size and location of the enclosed trash enclosure. Therefore, the applicant is required to address which one (1) of the four (4) methods of on-site storage and collection of mixed solid waste pick-up and removal will be used. Location Standards. To encourage its use, the storage area for source-separated recyclable shall be co- located with the storage area for residual mixed solid waste; Indoor and outdoor storage areas shall comply with Uniform Building and Fire Code requirements; Storage area space requirements can be satisfied with a single location or multiple locations, and can combine both interior and exterior locations; Exterior storage areas can be located within interior side yard or rear yard areas. Exterior storage areas shall not be located within a NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 9 OF 23 required front yard setback or in a yard adjacent to a public or private street; Exterior storage areas shall be located in central and visible locations on a site to enhance security for users; Exterior storage areas can be located in a parking area, if the proposed use provides at least the minimum number of parking spaces required for the use after deducting the area used for storage. Storage areas shall be appropriately screened according to the provisions in 18.755.050 C, design standards; The storage area shall be accessible for collection vehicles and located so that the storage area will not obstruct pedestrian or vehicle traffic movement on the site or on public streets adjacent to the site. The proposed refuse container will be located toward the middle of the subject parcel on the northwest side of the lot. The proposed storage area is visible to all future users of the site and does not interfere with vehicular or pedestrian traffic. The refuse area is proposed to be screened with a 6-foot-high cyclone fence. Therefore, this standard has been satisfied. Design Standards. The dimensions of the storage area shall accommodate containers consistent with current methods of local collection; Storage containers shall meet Uniform Fire Code standards and be made and covered with waterproof materials or situated in a covered area; Exterior storage areas shall be enclosed by a sight-obscuring fence wall, or hedge at least six feet in height. Gate openings which allow access to users and haulers shall be provided. Gate openings for haulers shall be a minimum of 10 feet wide and shall be capable of being secured in a closed and open position; Storage area(s) and containers shall be clearly labeled to indicate the type of materials accepted. The applicant is proposing to screen the refuse area with a 6-foot-high cyclone fence with sight obscuring slats and solid metal gates that open to create a 10-foot-wide opening. The gates will be capable of being secured in a closed and open position. FINDING: Based on the analysis above, the Mixed Solid Waste/Recycling Storage Standards have not been met. CONDITION: Submit a narrative addressing which one of the four methods of mixed solid waste and recyclable storage will be used, to be reviewed and approved by the Planning Department. Off-Street Parking and Loading (18.765): Location of vehicle parking: Off-street arking spaces for single-family and duplex dwellings and single-family attached dwellings shall be located on the same lot with the dwellings. Off-street parking lots for uses not listed above shall be located not further than 200 feet from the building or use that they are required to serve, measured in a straight line from the building with the following exceptions: a) commercial and industrial uses which require more than 40 parking spaces may provide for the spaces in excess of the required first 40 spaces up to a distance of 300 feet from the primary site; The 40 parking spaces which remain on the primary site must be available for users in the following order of priority: 1) Disabled-accessible spaces; 2) Short-term spaces; 3) Long-term preferential carpool and vanpool spaces; 4) Long-term spaces. The applicant will have a total of 42 parking stalls, which will all be located onsite. Therefore, this standard is satisfied. Joint Parking_ Owners of two or more uses, structures or parcels of land may agree to utilize jointly the same parking and loading spaces when the peak hours of operation do not overlay, subject to the following: 1) The size of the joint parking facility shall be at least as large as the number of vehicle parking spaces required by the larger(est) use per Section 18.765.070; 2) Satisfactory legal evidence shall be presented to the Director in the form of deeds, leases or contracts to establish the joint use; 3) If a joint use arrangement is subsequently terminated, or if the uses change, the requirements of this title thereafter apply to each separately. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 10 OF 23 Joint parking is not proposed with this application. Therefore, this standard does not apply. Parking in Mixed-Use Projects: In mixed-use projects, the required minimum vehicle parking shall be determined using the following formula. 1) Primary use, i.e., that with the largest proportion of total floor area within the development, at 100% of the minimum vehicle parking required for that use in Section 18.765.060; 2) Secondary use, i.e., that with the second largest percentage of total floor area within the development, at 90% of the vehicle parking required for that use in Section 18.765.060; 3) Subsequent use or uses, at 80% of the vehicle parking required for that use(s) in Section 18.765.060; 4) The maximum parking allowance shall be 150% of the total minimum parking as calculated in D.1.-3. above. The subject site is not considered a mixed-use. Therefore, this standard does not apply. Visitor Parking in Multi-Family Residential Developments: Multi-dwelling units with more than 10 required parking spaces shall provide an additional 15% of vehicle parking spaces above the minimum required for the use of guests of residents of the complex. These spaces shall be centrally located or distributed throughout the development. Required bicycle parking facilities shall also be centrally located within or evenly distributed throughout the development. This project does not involve a multi-family use. Therefore, this standard does not apply. Preferential Long-Term CarpoolNanpool Parking: Parking lots providing in excess of 20 long-term parking spaces shall provide preferential long-term carpool and vanpool parking for employees, students and other regular visitors to the site. At least 5% of total long-term parking spaces shall be reserved for carpool/vanpool use. Preferential parking for carpools/vanpools shall be closer to the main entrances of the building than any other employee or student parking except parking spaces designated for use by the disabled. Preferential carpool/vanpool spaces shall be full-sized per requirements in Section 18.765.040N and shall be clearly designated for use only by carpools and vanpools between 7:00 AM and 5:30 PM Monday through Friday. The site will be constructed with a total of 42 parking stalls. According to the standard, the applicant is required to dedicate at least five percent of the total parking to carpool/vanpool spaces. Disabled-Accessible Parking: All parking areas shall be provided with the required number of parking spaces for disabled persons as specified by the State of Oregon Uniform Building Code and federal standards. Such parking spaces shall be sized, signed and marked as required by these regulations. The proposed parking area will have a total of 42 parking stalls, 1 of which is ADA compliant. According to ADA standards, parking lots with 26 to 50 parking stalls must provide 2 ADA accessible stalls that are 9 feet wide with an 8-foot access aisle. Therefore, the applicant is required to provide one (1) additional ADA accessible parking stall. Access Drives: With regard to access to public streets from off-street parking: access drives from the street to off-street parking or loading areas shall be designed and constructed to facilitate the flow of traffic and provide maximum safety for pedestrian and vehicular traffic on the site- the number and size of access drives shall be in accordance with the requirements of Chapter, 18.705 Access Egress and Circulation; access drives shall be clearly and permanently marked and defined through use of rails, fences, walls or other barriers or markers on frontage not occupied by service drives; access drives shall have a minimum vision clearance in accordance with Chapter 18.795, Visual Clearance; access drives shall be improved with an asphalt or concrete surface; and excluding single-family and duplex residences, except as provided by Subsection 18.810.030.P, groups of two or more parking spaces shall be served by a service drive so that no NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 11 OF 23 backing movements or other maneuvering within a street or other public right-of-way will be required. The access drive has been addressed previously in this decision under Chapter 18.705 (Access Egress and Circulation). Pedestrian Access: Pedestrian access through parking lots shall be provided in accordance with Section 18.705.030.F. Where a parking area or other vehicle area has a drop-off grade separation, the property owner shall install a wall, railing, or other barrier which will prevent ia slow-movng vehicle or driverless vehicle from escaping such area and which will prevent pedestrians from walking over drop-off edges. Pedestrian access has been discussed previously in this decision under Chapter 18.705 (Access Egress and Circulation). Parking Lot Striping: Except for single-family and duplex residences, any area intended to be used to meet the off-street parking requirements as contained in this Chapter shall have all parking spaces clearly marked; and all interior drives and access aisles shall be clearly marked and signed to show direction of flow and maintain vehicular and pedestrian safety. The plans submitted show the parking stalls to be clearly marked with striping. Therefore, this standard has been satisfied. Wheel Stops: Parking spaces along the boundaries of a parking lot or adjacent to interior landscaped areas or sidewalks shall be provided with a wheel stop at least four inches high located three feet back from the front of the parking stall. The front three feet of the parking stall may be concrete, asphalt or low lying landscape material that does not exceed the height of the wheel stop. This area cannot be calculated to meet landscaping or sidewalk requirements. The plans submitted by the applicant do not show the proposed parking stalls along the boundary of the site to be fitted with wheel stops. Therefore, the applicant is required to provide a plan showing all parking stalls along the border of the property to be fitted with wheel stops at least four inches high located three feet back from the front of the parking stall. Space and Aisle Dimensions: Section 18.765.040.N states that: "except as modified for angled parking in Figures 18.765.1 and 18.765.2 the minimum dimensions for parking spaces are: 8.5 feet x 18.5 feet for a standard space and 7.5 feet x 16.5 feet for a compact space; aisles accommodating two direction traffic, or allowing access from both ends, shall be 24 feet in width. The applicant's plans indicate that all 42 parking stalls will meet the minimum dimensions for standard parking stalls. Therefore, this standard has been satisfied. Bicycle Parking Location and Access: Section 18.765.050 states bicycle parking areas shall be provided at locations within 50 feet of primary entrances to structures; bicycle,parking areas shall not be located within parking aisles, landscape areas or pedestrian ways; outdoor bicycle parking shall be visible from on-site buildings and/or the street. When the bicycle parking area is not visible from the street, directional signs shall be used to located the parking area; and bicycle parking may be located inside a building on a floor which has an outdoor entrance open for use and floor location which does not require the bicyclist to use stairs to gain access to the space. Exceptions may be made to the latter requirement for parking on upper stories within a multi-story residential building. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 12 OF 23 According to Table 18.765.2 of the Tigard Development Code, the minimum bicycle-parking requirement for an office use is 0.5 spaces er 1,000 square feet. The table indicates a minimum of 8 bicycle parking stalls is required. The subject building is approximately 15,360 square feet. The applicant has indicated on the site plan that bicycle parking will be provided toward the front of the subject site. However, the applicant has not indicated the number of parking stalls to be provided. Therefore, the applicant is required to provide a plan indicating 8 bicycle parking stalls will be provided. Bicycle Parking Design Requirements: Section 18.765.050.C. The following design requirements apply to the installation of bicycle racks: The racks required for required bicycle parking spaces shall ensure that bicycles may be securely locked to them without undue inconvenience. Provision of bicycle lockers for long-term (employee) parking is encouraged but not required; bicycle racks must be securely anchored to the ground, wall- or other structure; bicycle parking spaces shall be at least 21/2 feet by six feet long, and, when covered with a vertical clearance of seven feet. An access aisle of at least five feet wide shall be provided and maintained beside or between each row of bicycle parking; each required bicycle parking space must be accessible without moving another bicycle; required bicycle parking spaces may not be rented or leased except where required motor vehicle parking is rented or leased. At-cost or deposit fees for bicycle parking are exempt from this requirement; and areas set aside for required bicycle parking must be clearly reserved for bicycle parking only. Outdoor bicycle parking facilities shall be surfaced with a hard surfaced material, i.e., pavers asphalt, concrete or similar material. This surface must be designed to remain well drained. The applicant has not provided a detail of the bike rack to be used, therefore, the applicant will be required to provide a plan that shows an 8 stall bicycle rack designed according to Section 18.765.050.C. of the Tigard Development Code. Minimum Bicycle Parking Requirements: The total number of required bicycle parking spaces for each use is specified in Table 18.765.2 in Section 18.765.070.H. In no case shall there be less than two bicycle parking spaces. As discussed above, according to Table 18.765.2 of the Tigard Development Code, the minimum bicycle-parking requirement for the proposed office use is 8 spaces, which has been conditioned above. Minimum Off-Street Parking: Section 18.765.070.H states that the minimum and maximum parking shall be as required in Table 18.765.2. Minimum off-street parking has been addressed earlier in this section. Therefore, this standard has been met. Off-Street Loading Spaces: Commercial, industrial and institutional buildings or structures to be built or altered which receive and distribute material or merchandise by truck shall provide and maintain off-street loading and maneuvering space as follows: A minimum of one loading space is required for buildings with 10,000 gross square feet or more; A minimum of two loading spaces for buildings with 40,000 gross square feet or more. The proposal is for a 15,360 square foot office use with associated storage. According to the standard, the applicant is required to provide one loading space. The applicant's site plan shows a loading space toward the north end of the property. Therefore, this standard has been satisfied. FINDING: Based on the analysis above, the off-street parking and loading standards have not been fully met, however, if the applicant complies with the conditions listed below, the standards will be fully met: NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 13 OF 23 CONDITIONS: • Provide a plan showing at least five percent of the proposed parking stalls reserved for carpool/vanpool parking. • Provide one (1) additional ADA accessible parking stall. • Provide a plan showing all parking stalls along the boarder of the property to be fitted with wheel stops at least four inches high located three feet back from the front of the parking stall. • Provide a plan indicating 8 bicycle parking stalls will be available on-site. • Provide a plan that shows an 8 stall bicycle rack designed according to Section 18.765.050.C. of the Tigard Development Code. Signs (18.780): Chapter 18.780.130.D lists the type of allowable signs and sign area permitted in the CBD Zoning District. Signs are reviewed through a separate permit process administered by the Development Services Technicians. FINDING: Because signs will be reviewed and approved as part of a separate permit process, this standard has been satisfied. Tree Removal (18.790): Section 18.790.030 requires that a tree plan for the planting, removal and protection of trees prepared by a certified arborist shall be provided with a site development review application. The tree plan shall include identification of all existing trees, identification of a program to save existing trees or mitigate tree removal over 12 inches in caliper, which trees are to be removed, protection program defining standards and methods that will be used by the applicant to protect trees during and after construction. No trees are proposed to be removed. Therefore, this standard does not apply. FINDING: Based on the analysis above, the tree removal standards have been fully met. Visual Clearance Areas (18.795): Chapter 18.795 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 (3) feet in height. The code provides that obstructions that may be located in this areas all be visually clear between three (3) and eight (8) feet in height (8) (trees may be placed within this area provided that all branches below eight (8) 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 (2), 30-foot distance points with a straight line. The proposed site plan shows landscaping located within the required vision triangle. However, the applicant has indicated that the visual clearance triangle will be clear between three and eight feet. Therefore, this standard has been satisfied. FINDING: Based on the analysis above, the vision clearance standards have been met. C. SPECIFIC SITE DEVELOPMENT REVIEW APPROVAL STANDARDS Approval Process: Section 18.360.030(E) Phased development states; the Director shall approve a time schedule for developing a site in phases over a period of time of one year, but in no case shall the total time period for all phases be greater than three years without reapplying NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 14 OF 23 for site development review. The criteria for approving a phased site development review proposal is that all of the following are satisfied: a) The public facilities are constructed in conjunction with or prior to each phase; b) The development and occupancy of any phase is not dependent on the use of temporary public facilities. A temporary public facility is any facility not constructed to the applicable City or district standard; c) The phased development shall not result in requiring the city or other property owners to construct ublic facilities that were required as part of the approved development proposal; and d)the Director's decision may be appealed as provided by Subsection 18.390.040.G. No notice need be given of the Directors decision. The applicant has proposed to complete this project in (2) phases. Phase 1 will consist of demolishing 3 existing buildings and constructing the proposed 10,560 square foot office building. Phase 2 will consist of demolishing the 4,080 building to the rear of the property and construct a 4,800 square foot addition to the office of phase #1. Existing sewer serves the site, water and stormwater facilities which are adequate to meet the development needs are discussed in greater detail under Section 18.810 (Street & Utility Improvement Standards). No temporary public facilities have been proposed for either phase and the proposed construction will not require the City or other property owners to construct public facilities for the project. The applicant has not indicated the construction time of proposed Phase 2. Therefore, the applicant is required to submit a time schedule for the completion of both phases which will not to exceed three years. Section 18.360.090(A)(2) through 18.360.090(A)(15) provides additional Site Development Review approval standards not necessarily covered by the provisions of the previously listed sections. These additional standards are addressed immediately below with the following exceptions: The proposal contains no elements related to the provisions of the following and are, therefore, found to be inapplicable as approval standards: 18.360.090.3 (Exterior Elevations);); 18.360.090.5 (Privacy and Noise: Multi-family or Group Living Uses); 18.360.090.6 (Private Outdoor Areas: Multi-family Use); 18.360.090.7 (Shared Outdoor Recreation Areas: Multi-family Use); 18.360.090.8 (100-year floodplain); and 18.360.090.9 (Demarcation of Spaces). The following sections were discussed previously in this decision and, therefore, will not be addressed in this section: 18.360.090.4 (Buffering, Screening and Compatibility Between Adjoining Uses; 18.360.090.13 (Parking); 18.360.090.14 (Landscaping); and 18.360.090.14 (Provision for the Disabled). Relationship to the Natural and Physical Environment: Buildings shall be: located to preserve existing trees, topography and natural drainage where possible based upon existing site conditions; located in areas not subject to ground slumping or sliding; located to provide adequate distance between adjoining buildings for adequate light, air circulation, and fire-fighting; and oriented with consideration for sun and wind. Trees shall be preserved to the extent possible. Replacement of trees is subject to the requirements of Chapter 18.790, Tree Removal. According to the site plan, the existing trees located on the site will not be negative) impacted by the proposal. Drainage is addressed later in this decision under Chapter 18.810 Street and Utility Improvement Standards). The proposed subject building is approximately 1 feet from the nearest building located on the adjacent parcel to the east, thus providing adequate light, air circulation, and fire-fighting access. Trees have been addressed earlier under Chapter 18.790. Crime Prevention and Safety: . Windows shall 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 they can be observed by others; NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 15 OF 23 • Mail boxes shall be located in lighted areas having vehicular or pedestrian traffic; • The exterior lighting levels shall be selected and the angles shall be oriented towards areas vulnerable to crime; and • Light fixtures shall be provided in areas having heavy pedestrian or vehicular traffic and in potentially dangerous areas such as parking lots, stairs, ramps and abrupt grade changes. Fixtures shall be placed at a height so that light patterns overlap at a height of seven feet, which is sufficient to illuminate a person. According to the site plan, the front of the proposed building is clearly visible from the street. However, no exterior lighting is shown on the site plan or addressed within the narrative. The mailbox is located near the street. Public Transit: Provisions within the plan shall be included for providing for transit if the development fproposal is adjacent to existing or proposed transit route; the requirements for transit acilities shall be based on: the location of other transit facilities in the area; and the size and type of the proposal. The following facilities may be required after City and Tri-Met review: bus stop shelters; turnouts for buses; and connecting paths to the shelters. The site has frontage on SW Burnham Street, which is a Tri-Met transit route. The closest transit stop is approximately 445 feet from the subject property. Therefore, the applicant is required to provide a letter from ODOT regarding the construction of a public bus stop and compliance with ODOT's conditions. Provisions of the Underlying Zone: All of the provisions and regulations of the underlying zone shall apply unless modified by other sections or this title, e.g., Planned Developments, Chapter 18.350; or a variance or adjustment granted under Chapter 18.370. Dimensional Requirements: Provisions of the (CBD) Central Business District have been addressed earlier in this decision under Section 18.530.040.B. FINDING: Based on the analysis above, the specific standards of the Site Development Review Section have not been met. CONDITIONS: • Submit a time schedule for the completion of both phases which will not to exceed three years. • Submit lighting plan to be reviewed by Jim Wolf of the Tigard Police. • Provide a letter from ODOT regarding the construction of a public bus stop and compliance with ODOT conditions. D. Street And Utility Improvements Standards (Section 18.810): Chapter 18.810 provides construction standards for the implementation of public and private facilities and utilities such as streets, sewers, and drainage. The applicable standards are addressed below: Streets: Improvements: Section 18.810.030.A.1 states that streets within a development and streets adjacent shall be improved in accordance with the TDC standards. NOTICE OF TYPE II DECISION SDR2001-00013/wYATT FIRE PROTECTION BUILDING PAGE 16 OF 23 Section 18.810.030.A.2 states that any new street or additional street width planned as a portion of an existing street shall be dedicated and improved in accordance with the TDC. Minimum Rights-of-Way and Street Widths: Section 18.810.030.E requires a two-lane collector street with bike lanes to have a 62-foot right-of-way width and a 34-foot paved section. Other improvements required may include on-street parking, sidewalks and bikeways, underground utilities, street lighting, storm drainage, and street trees. This site lies adjacent to SW Burnham Street, which is classified as a two-lane collector with bike lanes on the City of Tigard Transportation Plan Map. At present, there is approximately 20 feet of ROW from centerline, according to the most recent tax assessor's map. The applicant should dedicate additional ROW adjacent to this site to provide a minimum of 31 feet from the centerline. SW Burnham Street is currently paved, but not fully improved to City standards. The City has been working with a consultant to produce a design for a capital improvement project for Burnham Street that would extend from Hall Boulevard to Main Street. A final design is not yet available, but there is important design information that the applicant's engineer will need to obtain from the City Engineer before a final street construction design adjacent to this site is prepared. The applicant is proposing to construct a half-street improvement adjacent to this site in order to mitigate the impact from this development. Prior to construction, the applicant's engineer shall coordinate with the City Engineer with respect to any design issues for Burnham Street adjacent to this site. Sidewalks: Section 18.810.070.A requires that sidewalks be constructed to meet City design standards and be located on both sides of arterial, collector and local residential streets. By completing a half-street improvement on Burnham Street, adjacent to this site, the applicant will satisfy this criterion. Sanitary Sewers: Sewers Required: Section 18.810.090.A requires that sanitary sewer be installed to serve each new development and to connect developments to existing mains in accordance with the provisions set forth in Design and Construction Standards for Sanitary and Surface Water Management (as adopted by Clean Water Services in 1996 and including any future revisions or amendments) and the adopted policies of the comprehensive plan. Over-sizing: Section 18.810.090.0 states that proposed sewer systems shall include consideration of additional development within the area as projected by the Comprehensive Plan. There is an existing 8-inch public main line in Burnham Street that has ample capacity for this development. The existing buildings on the site are presently served. The plan shows that a new service will be needed from the main line in order to serve the new building. Storm Drainage: General Provisions: Section 18.810.100.A states requires developers to make adequate provisions for storm water and flood water runoff. Accommodation of Upstream Drainage: Section 18.810.100.0 states that a culvert or other drainage facility shall be large enough to accommodate potential runoff from its entire upstream drainage area, whether inside or outside the development. The City Engineer shall approve the necessary size of the facility, based on the provisions of Design and Construction Standards for Sanitary and Surface Water Management (as adopted by Clean Water Services in 2000 and including any future revisions or amendments). NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 17 OF 23 There are no upstream public drainageways that impact this site. Effect on Downstream Drainage: Section 18.810.100.D states that where it is anticipated by the City Engineer that the additional runoff resulting from the development will overload an existing drainage facility, the Director and Engineer shall withhold approval of the development until provisions have been made for improvement of the potential condition or until provisions have been made for storage of additional runoff caused by the development in accordance with the Design and Construction Standards for Sanitary and Surface Water Management (as adopted by Clean Water Services in 2000 and including any future revisions or amendments). In 1997, Clean Water Services (CWS) completed a basin study of Fanno Creek and adopted the Fanno Creek Watershed Management Plan. Section V of that plan includes a recommendation that local governments institute a stormwater detention/effective impervious area reduction program resulting in no net increase in storm peak flows up to the 25-year event. The City will require that all new developments resulting in an increase of impervious surfaces provide onsite detention facilities, unless the development is located adjacent to Fanno Creek. For those developments adjacent to Fanno Creek, the storm water runoff will be permitted to discharge without detention. The applicant's plan shows that their storm water will be conveyed through a water quality swale into a detention pond that will be located at the southwest corner of the site. The preliminary sizing calculations provided by the applicant's engineer shows that the area designated for the pond would be sufficient to handle the additional stormwater runoff from this development. Bikeways and Pedestrian Pathways: Bikeway Extension: Section 18.810.110.A states that developments adjoining proposed bikeways identified on the City's adopted pedestrian/bikeway plan shall include provisions for the future extension of such bikeways through the dedication of easements or right-of-way. As was stated previously, Burnham Street is classified as a bicycle facility. Cost of Construction: Section 18.810.110.B states that development permits issued for planned unit developments, conditional use permits, subdivisions, and other developments which will principally benefit from such bikeways shall be conditioned to include the cost or construction of bikeway improvements. It would not be safe or practical to require the applicant to stripe the bike lane adjacent to their development, since the frontage is relatively small. It would be more practical to require the applicant to contribute funds to the City to pay for the bike lane striping along this frontage. The amount of the striping would be as follows: 107 feet of 8-inch white stripe, at $2.50/If $268.00 3 Mono-directional reflective markers @ $4.00/ea 12.00 $280.00 Minimum Width: Section 18.810.110.0 states that the minimum width for bikeways within the roadway is five feet per bicycle travel lane. Minimum width for two-way bikeways separated from the road is eight feet. The new bike lane in Burnham Street will be six feet wide as per the Transportation System Plan. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 18 OF 23 Utilities: Section 18.810.120 states that all utility lines, but not limited to those required for electric, communication, lighting and cable television services and related facilities shall be placed underground, except for surface mounted transformers, surface mounted connection boxes and meter cabinets which may be placed above ground, temporary utility service facilities during construction, high capacity electric lines operating at 50,000 volts or above, and: • The developer shall make all necessary arrangements with the serving utility to provide the underground services; • The City reserves the right to approve location of all surface mounted facilities; • All underground utilities, including sanitary sewers and storm drains installed in streets by the developer, shall be constructed prior to the surfacing of the streets; and • Stubs for service connections shall be long enough to avoid disturbing the street improvements when service connections are made. Exception to Under-Grounding Requirement: Section 18.810.120.0 states that a developer shall pay a fee in-lieu of under-grounding costs when the development is proposed to take place on a street where existing utilities which are not underground will serve the development and the approval authority determines that the cost and technical difficulty of under-grounding the utilities outweighs the benefit of under-grounding in conjunction with the development. The determination shall be on a case-by-case basis. The most common, but not the only, such situation is a short frontage development for which under-grounding would result in the placement of additional poles, rather than the removal of above-ground utilities facilities. An applicant for a development which is served by utilities which are not underground and which are located across a public right-of-way from the applicant's property shall pay a fee in-lieu of under-grounding. There are existing overhead utility lines along the frontage of SW Burnham Street. If the fee in-lieu is proposed, it is equal to $27.50 per lineal foot of street frontage that contains the overhead lines. The frontage along this site is 107 lineal feet; therefore the fee would be $2,943.00. ADDITIONAL CITY AND/OR AGENCY CONCERNS WITH STREET AND UTILITY IMPROVEMENT STANDARDS: Public Water System: This site lies within the City's public water service area. There is an existing main line in Burnham Street that serves the existing buildings. The applicant's plans show that they will be adding domestic and fire protection service lines to the site for the new building. They shall obtain the necessary permit from the City for this work. Storm Water Quality: The City has agreed to enforce Surface Water Management (SWM) regulations established by Clean Water Services (CWS) Design and Construction Standards (adopted by Resolution and Order No. 00-7) which require the construction of on-site water quality facilities. The facilities shall be designed to remove 65 percent of the phosphorus contained in 100 percent of the storm water runoff generated from newly created impervious surfaces. In addition, a maintenance plan shall be submitted indicating the frequency and method to be used in keeping the facility maintained through the year. Prior to construction, the applicant shall submit plans and calculations for a water quality facility that will meet the intent of the CWS Design Standards. In addition, the applicant shall submit a maintenance plan for the facility that must be reviewed and approved by the City prior to construction. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 19 OF 23 The applicant's plan shows that they will install a 240-foot long biofiltration swale. This length is required in order to provide adequate overall treatment for the onsite runoff. To ensure compliance with Clean Water Services design and construction standards, the applicant shall employ the design engineer responsible for the design and specifications of the private water quality facility to perform construction and visual observation of the water quality facility for compliance with the design and specifications. These inspections shall be made at significant stages throughout the project and at completion of the construction. Prior to final building inspection, the design engineer shall provide the City of Tigard (Inspection Supervisor) with written confirmation that the water quality facility is in compliance with the design and specifications. Grading and Erosion Control: CWS Desi n and Construction Standards also regulate erosion control to reduce the amount of sediment and other pollutants reaching the public storm and surface water system resulting from development, construction, grading, excavating, clearing, and any other activity which accelerates erosion. Per CWS regulations, the applicant is required to submit an erosion control plan for City review and approval prior to issuance of City permits. The Federal Clean Water Act requires that a National Pollutant Discharge Elimination System (NPDES) erosion control permit be issued for any development that will disturb five or more acres of land. Since this site is over five acres, the developer will be required to obtain an NPDES permit from the City.prior to construction. This permit will be issued along with the site and/or building permit. The Building Division as a part of the site permit review will review a grading and erosion control plan. The site is less than five acres in size, so a NPDES permit is not required. Address Assignments: The City of Tigard is responsible for assigning addresses for parcels within the City of Tigard and within the Urban Service Boundary (USB). An addressing fee in the amount of $30.00 per address shall be assessed. This fee shall be paid to the City prior to issuance of the site permit. For multi-tenant buildings, one address number is assigned to the building and then all tenant spaces are given suite numbers. The City is responsible for assigning the main address and suite numbers. This information is needed so that building permits for tenant improvements can be adequately tracked in the City's permit tracking system. Based upon the information provided by the applicant, this building will be a multi-tenant building. Prior to issuance of the site permit, the applicant shall provide a suite layout map so suite numbers can be assigned. The addressing fee will then be calculated based upon the number of suites that must be addressed. In multi-level structures, ground level suites shall have numbers preceded by a "1", second level suites shall have numbers preceded by a "2", etc. E. IMPACT STUDY (18.390) Section 18.360.090 states, "The Director shall make a finding with respect to each of the following criteria when approving, approving with conditions or denying an application:' Section 18.390.040 states that the applicant shall provide an impact study to quantify the effect of development on public facilities and services. For each public facility system and type of impact, the study shall propose improvements necessary to meet City standard, and to minimize the impact of the development on the public at large, public facilities systems, and affected private property users. In situations where the Community Development Code requires the dedication of real property interests, the applicant shall either specifically concur with a requirement for public right-of-way dedication, or provide evidence that supports that the real property dedication is not roughly proportional to the projected impacts of the development. Section 18.390.040 states that when a condition of approval requires the transfer to the public of an interest in real ropert , the approval authority shall adopt findings which support the conclusion that the interest in real property to be transferred is roughly proportional to the impact the proposed development will have on the public. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 20 OF 23 The applicant has provided an impact study addressing the project's impacts on public systems. The Washington County Traffic Impact Fee (TIF) is a mitigation measure that is required at the time of development. Based on a transportation impact study prepared by Mr. David Larson for the A-Boy Expansion/Dolan II/Resolution 95-61 , TIF's are expected to recapture 32 percent of the traffic impact of new development on the Collector and Arterial Street system. The applicant will be required to pay TIF's of approximately $24,625.00 based on the use proposed. Based on the estimate that total TIF fees cover 32 percent of the impact on major street improvements citywide, a fee that would cover 100 percent of this projects traffic impact is $76,953 ($24,625 divided by .32). The difference between the TIF paid, and the full impact, is considered the unmitigated impact on the collector and arterial street system. The unmitigated impact of this project on the transportation system is $52,328. The applicant has proposed to construct half-street improvements along SW Burnham Street since this is the frontage they are obtaining access from. The cost of the improvements is expected to be $38,467 (1,177 square feet x $12.00 per square foot, $14,124 + 107 feet x $200 per linear foot for half-street improvements, + 107 feet x $27.50 for underground utilities), thus it meets the rough proportionality test. SECTION VII. OTHER STAFF COMMENTS The City of Tigard Public Works Department has reviewed the proposal and has offered the following comment: • Is the storm drainage on Burnham adequate to handle the additional flows from all the rooftops? Response: Storm Drainage is addressed in the Staff decision under Chapter 18.810 (Street and Utility Improvement Standards). The City of Tigard Operations Manager has reviewed the proposal and has offered the following comments: • See file for comments. The City of Tigard Police Department has reviewed the proposal and has offered the following comments: • Request lighting plan for exterior of proposed development. City of Tigard Urban Forester has reviewed the proposal and has offered the following comments: • Replace Red Sunset Maples with native Oregon White Oaks or Northern Red Oaks. SECTION VIII. AGENCY COMMENTS Tualatin Valley Fire and Rescue has reviewed the proposal and has offered the following comments. 1. The minimum required fire flow is 1500 gpm © 20 psi . Fire District records indicate the required fire flow is available on Burnham Street. (UFC Appendix III-A) 2. The two fire hydrants shown on the plans are acceptable. 3. All valves serving fire sprinkler systems, including valves in vaults, shall be electronically supervised. 4. The fire department connection (FDC) shall be located within 70 feet of a fire hydrant. Fire department connections shall not be attached to the protected structure. (UFC 903.4.2.5) NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 21 OF 23 5. Fire hydrant locations shall be identified by the installation of reflective markers. The markers shall be blue. They shall be located adjacent and to the side of the centerline of the access roadway that the fire hydrant is located on. In case that there is no center line, then assume a centerline, and place the reflectors accordingly. (UFC Sec. 901.4.3) 6. An approved fire apparatus turn-around shall be provided. 7. Approved fire apparatus access roadways and firefighting water supplies shall be installed and operational prior to stockpiling combustibles on-site or the commencement of combustible construction. (UFC Sec. 8704) 8. A Knox brand key box shall be provided on the building. Contact the Fire Marshal's Office for installation details and an application. (UFC Chapter 9) 9. A building survey and plans, in accordance with TVF&R Ordinance 99-01, Appendix III-F, shall be submitted. A copy of Appendix III-F, the building survey form and the instructions are available on the Fire District web site. To access this information via Internet, follow this link: http://www.tvfr.com/Departments/FireMarshal/newconstruction.htm SECTION IX. PROCEDURE AND APPEAL INFORMATION Notice: Notice was posted at City Hall and mailed to: X The applicant and owners X Owner of record within the required distance X Affected government agencies Final Decision: THIS DECISION IS FINAL ON AUGUST 2, 2002 AND BECOMES EFFECTIVE ON AUGUST 17, 2002 UNLESS AN APPEAL IS FILED. Aea�l: The decision of the Director (Type II Procedure) or Review Authority (Type II Administrative Appeal or Type III Procedure) is final for purposes of appeal on the date that it is mailed. Any party with standing as provided in Section 18.390.040.G.1. may appeal this decision in accordance with Section 18.390.040.G.2. of the Tigard Community Development Code which provides that a written appeal together with the required fee shall be filed with the Director within ten (10) business days of the date the notice of the decision was mailed. The appeal fee schedule and forms are available from the Planning Division of Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. Unless the applicant is the appellant, the hearing on an appeal from the Director's Decision shall be confined to the specific issues identified in the written comments submitted by the parties during the comment period. Additional evidence concerning issues properly raised in the Notice of Appeal may be submitted by any party during the appeal hearing, subject to any additional rules of procedure that may be adopted from time to time by the appellate body. THE DEADLINE FOR FILING AN APPEAL IS AT 5:00 PM ON AUGUST 16, 2002. NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 22 OF 23 Questions: If you have any questions, please call the City of Tigard Planning Division, Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon at (503) 639-4171. 4? - August 2, 2002 PREPAR. :Y: (athe�w degger DATE Assistant P anner August 2, 2002 APPROVED BY: Richard H. Bewer DATE Planning Manager I:\cu rp I n\m a th ew\sd r\S D R 2001-0 0013.d e c.d of NOTICE OF TYPE II DECISION SDR2001-00013/WYATT FIRE PROTECTION BUILDING PAGE 23 OF 23 . ., , .,i 0 F a 4;,\\ \`'4(.4/c4) •#.44 44 Z � d 1 h, 3G �v 4 ��u O in ti� g�v ti Ge 0 V 1, w)1 Z O /4.,..;. Z p A J . CL r . Q Y Ye of G g N st 411" 4b =G H ,, N LL N \ ` ` • NN L 4ttotr ��..� �, J`i>,N a, 4ti-\ till, sT4� Fr O F T I G +CITY ARD SITE PLAN N WYATT FIRE PROTECTION BUILDING (Map is not to scale) •eq-s„- -Fy• iv 4- V C1� -_ CITY of TIGARD G` , ,. , �� GE 000 A PN IC INFORMATION SYSTEM col • , VICINITY MAP � � . _______, ao SDR2001 -00013 ■ e.s'c MATT FIRE A�c so, 41, c PROTECTION Oe��ti °���° BUILDING sr,`� ti / ,e14‘r , `�`� • , � 0r`,:aD Ai '3 'y� ,per / `.JPAN*8 eE#F BEND RD. Milp - r I LI Tigard Ares Map . , \‘'90 °� \ 6 N 0 200 400 600 Feet • 410, I 1"=402 feet yo 1Ig. . City of Tigard q^ '■ Information on this map ispfior general bcation only and V". should be verified with Me elopment Services Di:don.!� . . TigaMR 97223 • �. . Qa ^ (503)639-4171 i tiga d. /w 4 / \ hltp:JJwww.ci.tigard.or.us �Yn Community Development Plot date:Jun 6,2002;C:\magic\MAGIC03.APR EXIItR 1TB Bayard Mentrum Mentrum Architecture, Inc. SDR2001-00013 2858 NW Santanita Terrace WYATT FIRE PROTECTION BUILDING Portland, OR 97210 Eugene D. Wyatt 9095 SW Burnham Street Tigard, OR 97223 Pr- E, ... ,- ‘ ‘ i it:].. --,..... ..1 , __„ "I ( - t.. 1 4 ()‘ i -4. t a .41 -4, , c-, ,, , --- .cf)A \-4 .__, I ,y _ __ _ CITY OF TIGARD \ . CURRENT PLANNING 06/11{02 OCR 7 PZ.EC ROM `l 13125 SW HALL BLVD TIGARD, OR 97223 ,34,E 1 2S102AA-04000 UNITED STATES POSTAL SERVIC ..... _ - 11272 SW CAPITOL HWY PORTLAND,OR 97219 I. 1 1 ._ . 7:.::::;t-.=_ 1 iiktillikii!Ai'til lit athi iitiilifli!!ili,ii!,!i=Ei:i:iliti .49 , ITY TIGARD GEOGRAPHIC o INf FORMATION SYSTEM .seb,%�.� �ys (500') 2$102M04100 40010 °� 25 (UPDATED MAILING LIST) F�$c Ty�� Ak 0 FOR: Bayard Mentrum 7 RE: SDR2001 -00013 sT� ti° �""""11 ,� 2510211105302 it„*.• ..- ` • , , Property owner information .. di",:A\ i is valid for 3 months from the date printed on this map. vx, AllifrAl<\ CI is> 04,1:3/4' INIIIIIIIPP 2110ac00202 401080101 ' 251025 C00203 Sie*MOI0 , 40 i"." 187 • 1101Pr o 'A N• 90 OHO 2011211002000 a 100 200 300 400 Feet V=298 feet 2510211103011 *r • Atk, City of Tigard jx\;\ \\\) Information on this map is for general location only and should be verified with the Development Services Division. 13125 SW Hall Blvd Tht Community Development Plot date:Jun 6,2002;C:lmagic'MAGIC03.APR 2S102AB-04700 2S102AB-04500 BANK OF NEW YORK& CAPISTRANO NICOLAS/CRISTINA B& c/o CACH GERALD C&JOAN L ET AL CACH GERALD C/JOAN L COOLEY MARK&LINDA 12525 SW MAIN 12525 SW MAIN TIGARD,OR 97223 TIGARD,OR 97223 2S102A0-01100 2S102AB-05100 , BIRKEMEIER FAMILY TRUST CA TRA ,/NICOLAS/CRISTINA B& c/o PORTLAND AERIE NO.4 CACH LD C/JOAN L FRATERNAL ORDER OF EAGLES 125 SW IN 11960 SW FAIRFIELD ST T ARD,OR 97223 BEAVERTON,OR 97005 2S102AA-05000 2 102AB-04300 BISHOP WILBUR A AND MARTHA E CA TRANO NICOLAS/CRISTINA B& PO BOX 23832 CACH RALD C/JOAN L TIGARD,OR 97281 12525 SW IN TIGARD,OR 97223 2S 102AD-00900 2S 102AD-01800 BOOKOUT JOHN R& FANNY P CARL H JOHNSON FAMILY L P II 10459 NW LOST PARK DR BY JOHNSON CARL H PORTLAND, OR 97229 8965 SW BURNHAM TIGARD,OR 97223 2 S 102AA-04700 2S102AB-05302 BROWN DEAN A CASCADE ACQUISITION LLC PO BOX 583 9180 SW BURHNHAM CARLTON, OR 97111 TIGARD,OR 97223 2S102AA-04201 2S102AB-04000 BUTTERFIELD CHARLES W JR& CAUTHORN BRUCE R& MICHELLE S SOMMERS GREGORY J 825 SW VIEWCREST DR 9960 SW SATTLER DUNDEE, OR 97115 TIGARD,OR 97224 2S102AB-04290 2S102AD-02909 CAPISTRANO NICHOLAS III CI OF ARD 12370 SW MAIN ST 131,25 HALL BLVD TIGARD, OR 97223 TIGARD,0 °•97223 2 02AB-03900 / 2S 102AA-03901 CAP NO NICHOLAS III CONNOR PENNY L 12370,SW IN ST 7217 SW PINE ST TIGARD,OR 9 23 PORTLAND,OR 97223 25102AB-04200 2S102AA-03902 CA' •• '• NICOLAS III DAVIDSON WILLIAM G&DIXIE L 1237' ' AIN ST 8915 SW COMMERCIAL ST T�f ARD,OR • 223 TIGARD,OR 97223 2S 102A8-04800 2 102AA-0390 CAPISTRANO NICOLAS N&CHRISTIN DA SO ILLIAM G AND DIXIE L 6646 SW 35TH AVE 8915 S OMMERCIAL PORTLAND,OR 97221 TIGARD,OR 7223 23 102AD-01200 2S 102AA-03903 DIBB THERESA ROCHA KAUFMANN RANDALL AND 8848 SW COMMERCIAL ST KAUFMANN LANCE TIGARD, OR 97223 14425 SW MCFARLAND TIGARD,OR 97224 2S 102AC-00600 2S 102AD-01203 DOLAN&CO LLC MAGNO LLC BY FLORENCE T DOLAN BY MAGNO-HUMPHRIES INC 4523 NE DAVIS ST PO BOX 230626 PORTLAND,OR 97213 TIGARD,OR 97281 2S 102AC-00700 2S 102AB-04400 DO &CLC MARR ROBERT M BY FLO CE T DOLAN BY R MICHAEL MARR 452E DA ST 12420 SW MAIN ST PORTLAND,OR 97213 TIGARD,OR 97223 2S 102AC-00400 2S 102AD-02700 DO &CC MILLER RICHARD L BY FLO NCE T DOLAN 19885 SW CAPPOEN RD 4523 E DA ST SHERWOOD,OR 97140 e'ORTLAND,OR 97213 2S 102AC-00300 2S 102M-04900 DOL &C LC NICOLI PACIFIC LLC BY FL CE T DOLAN 19600 SW CIPOLE RD 4523 NE D IS ST TUALATIN,OR 97062 PORTLAND,OR 97213 2S102AD-01400 2S102AD-02400 HENDERSON JACK R&MARY S OVERFLOW CORP 9075 SW BURNHAM ST 8950 SW BURNHAM ST TIGARD,OR 97223 TIGARD,OR 97223 2S 102AA-04200 2S 102AD-01601 INTEGRITY INVESTMENTS INC PARAGON INVESTMENTS LLC 2229 NE BURNSIDE SUITE 86 9037 SW BURNHAM GRESHAM,OR 97030 TIGARD,OR 97223 2S 102AA-04100 2S 102AB-04600 IN RITY INVESTMENTS INC PEREZ JOSE EVODIO POZOS&PERE 2229 NSIDE SUITE 86 PO BOX 689 SHAM,OR 97030 MAYWOOD, CA 90270 2S 102AB-05300 2S 102AB-05200 JB OAK HILL LIMITED PARTNERSHIP SCOTT&HOOKLAND REAL ESTATE PAR 9169 SW BURNHAM BY SCOTT MICHAEL TIGARD,OR 97223 9185 SW BURNHAM ST TIGARD,OR 97223 25102A0-03100 2S 102AD-01600 JJ&R PROPERTIES LLC SCOTT JERRY D&NATALIE C RALPH GOLDFARB 10060 SW PICKS CT 14560 SW PEACHTREE DR TIGARD,OR 97224 TIGARD,OR 97224 2S 102AA-04801 2S 102AD-02000 SOUTHERN PACIFIC TRANSPORTATION TIGARD WATER DISTRICT BY UNION PACIFIC RAILROAD CO PO BOX 23000 1700 FARNAM ST 10TH FLOOR SOUTH TIGARD,OR 97223 OMAHA,NE 68102 2S 102AC-00202 2S 102AA-04800 SOUTHWEST PORTLAND TRI-COUNTY METROPOLITAN PARTNERSHIP TRANSPORTATION DISTRICT OF OREGON PO BOX 17098 4012 SE 17TH AVE PORTLAND,OR 97217 PORTLAND,OR 97202 2S 102AB-04100 2S 102AD-01900 SPEEDY LINGUINE INC TUALATIN VALLEY FIRE&RESCUE 5405 SW JEAN RD 20665 BLANTON ST LAKE OSWEGO,OR 97034 ALOHA,OR 97007 2S 102AD-01501 2S 102AA-04000 SPOHN NANCY D UNITED STATES POSTAL SERVIC 9053 SW BURNHAM ST 11272 SW CAPITOL HWY TIGARD,OR 97223 PORTLAND,OR 97219 2S 102AB-05301 2S 102AD-03200 STEVENS PAGE WALTON S D&DARLENE E 9180 SW BURNHAM ST 10955 SW BLACK DIAMOND TIGARD,OR 97223 TIGARD,OR 97223 2S 102AC-00200 2S 102AC-00500 STEVENS PAGE N WOODARD CHARLES L AND 9180 SW BURNHAM ROAD ARLIE C TIGARD,OR 97223 PO BOX 23303 TIGARD,OR 97223 2S 102AC-00100 2S 102AD-01300 STEVENSON MICHAEL J&KAY L WYATT GENE D 2825 DELLWOOD DR 9095 SW BURNHAM LAKE OSWEGO,OR 97034 TIGARD,OR 97223 2S102AD-02800) 2S102AD-01700 TIGA CJ.T-Y OF ZUBER JOHN H 1312 ALL BLVD 9025 SW BURNHAM TIGARD,O 97223 TIGARD,OR 97223 2S 02AD-03 0 TIG ITY OF 131 HALL TIGARD,0 97223 2S 102AC-00203 TIGA OF 1312 HALL BLVD TIGARD,O 97223 Jack Biethan 11023 SW Summerfield Drive, #4 Tigard, OR 97224 Sue Rorman 11250 SW 82nd Avenue Tigard, OR 97223 Naomi Gallucci 11285 SW 78th Avenue Tigard, OR 97223 Michael Trigoboff 7072 SW Barbara Lane Tigard, OR 97223 Dieter Jacobs 7775 SW Spruce Street Tigard, OR 97223 Alexander Craghead 12205 SW Hall Boulevard Tigard, OR 97223-6210 David Chapman 9840 SW Landau Place Tigard, OR 97223 Nathan and Ann Murdock PO Box 231265 Tigard, OR 97281 Brad Spring 7555 SW Spruce Street Tigard, OR 97223 CITY OF TIGARD - EAST CIT SUBCOMMITTEE (i:\curpin\setup\labels\CIT East.doc) UPDATED: April 18, 2002 06/05/2002 10:54 FAX 5036847297 City of Tigard X002 CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT i•il �!. PLANNING DIVISION CITY of TIGARD Community(Development 13125 SW HALL BOULEVARD Shaping ABetterCommunity TIGARD, OREGON 97223 PHONE: 503-639-4171 FAX: 503-684-1297 (Attn: Patty or Shirley/Planning) J['FOR �'OQ- ,00 ' ' ;SST OWNER AILING liST Property owner information is valid for 3 months from the date of your request INDICATE ALL PROJECT MAP & TAX LOT NUMBERS (i.e. IS134AB, Tax Lot 00100) OR THE ADDRESSES FOR ALL PROJECT PARCELS BELOW and INCLUDE A MAP OF ALL LOTS FOR THE PROJECT (preferably assessor's tax map): T Ss Gig_ -b NI It/7714 '2— S/o 2 A / — o/ 30,c) ho • Z se7s Ae I- /1129..c e, friot INDICATE WHE ER YOU RE REQUEST N R 3 S S OF LABELS: (NOTE: A minimum of 2 sets of labels will be provided .ce on your 2 sets of envelopes that applicants are required to submit at the time of application submittal. If a neighborhood meeting is required and you have not yet held that meeting, you should request 3 sets) NAME OF CONTACT PERSON: i1"1 4i2./ // /G 70/r PHONE: ( )& This request may be mailed, faxed, or hand delivered to the City of Tigard. Please allow a 2-day minimum for processing requests. Upon completion of your request, the contact person will be called to pick up their request in "Will Call" by their last name, at the Community Development Reception Desk. The cost of processing your request must be paid at the time of pick up, as exact cost can not be pre-determined. PLEASE NOTE: FOR REASONS OF ACCURACY, ONLY ORIGINAL MAILING LABELS PROVIDED BY THE CITY VS. RE-TYPED MAILING LABELS WILL BE ACCEPTED. Cost Description: $11 to generate the mailing list, plus $2 per sheet for printing the list onto labels (20 addresses per sheet). Then, multiply the cost to print one set of labels by the number of sets requested. • *EXAMPLE* * * COST FOR THIS REQUEST * * sheets of labels x $2/sheet = $L00 x sets = $16.00 sheet(s) of labels x $2/sheet = $ x ° -- sea = 1_sheets of labels x $2/sheet for CIT area x .1 sets = $ 4.00 sheet(s) of labels x S2/sheet for CIT area = x sets = _ GENERATE LIST = $11.00 GENERATE LIST = TOTAL = $31.00 TOTAL = 5' 46>, � CITY of TIGARD OEOOMA•MIC INFORMATION SYSTEM S .90% _ AREA NOTIFIED i (500') #.4*- 2� 500 s° ‘Ik\I /4,c, * * Gay — FOR: Bayard Mentrum / ��� a =ti , 60° G RE: 2S 102AD-01300 sT ti° ° y — 9095 SW Burnham N, 31i � .� 40‘ 40 oo 02160 .∎0 .000 62166 ,•: SUBJECT % TE - property owner information ► o: • too •*"'``0 S is valid for 3 months from• :a2629aoo ` % ` the date printed on this map. . m0 1700 2x1021605300 <.,i / A ~ ` `��� `` Ya10Y160W I• •021001' 0 1\ e y1! Sift m2ol loom� 'QZ SV 1 .i...e,k qt.\ .46, 0 2xU26tlU•9 411114poit .p,O 1) N 90 °90 211112A1102008 0 100 200 300 400 Feet . ::› 1 297 feet AI ill 011111*. Tigard Info Don on this map is for general location only end • should verified with the Development Services Division. 13125 SW Mall Blvd Tigard,OR 97223 (503)636-4171 • i""� http:1 w.ci.tigard.or.us 'Community Development Plot date: Sep 19,2001;Clmagic\MAGIC03.APR 2S 10.2AB-04700, 2S 102AB-04300 BANK OF NEW YORK& CAPISTRANO NICOLAS/CRISTINA B& Go CACH GERALD C&JOAN L ET AL CACH GERALD C/JOAN L COOLEY MARK&LINDA 12370 SW MAIN ST 12525 SW MAIN TIGARD,OR 97223 TIGARD,OR 97223 2S 102AD-01100 2S 102AB-05100 BIRKEMEIER BRENT T AND CAPI TRA O NICOLAS/CRISTINA B& JANET D TRUSTEES CACH LD C/JOAN L 10573 SW NAEVE ST 12370 MAIN ST TIGARD,OR 97224 TIGA D, 97223 2S 102AA-05000 2S 102A8-04500 BISHOP WILBUR A AND MARTHA E CAPI T 0 NICOLAS/CRISTINA B& PO BOX 23832 CACH BALD C/JOAN L TIGARD,OR 97281 12370 MAIN ST TIG RD, R 97223 2S 102AD-00900 2S 102AD-01800 BOOKOUT JOHN R&FANNY P CARL H JOHNSON FAMILY L P II 10459 NW LOST PARK DR BY JOHNSON CARL H PORTLAND,OR 97229 8965 SW BURNHAM TIGARD,OR 97223 2S 102AA-04700 2S 102AB-05302 BROWN DEAN A CASCADE ACQUISITION LLC PO BOX 583 9180 SW BURHNHAM CARLTON,OR 97111 TIGARD,OR 97223 2S102AA-04201 2S102AB-04000 BUTTERFIELD CHARLES W JR& CAUTHORN BRUCE R& MICHELLE S SOMMERS GREGORY J 825 SW VIEWCREST DR 9960 SW SATTLER DUNDEE,OR 97115 TIGARD,OR 97224 2S 102AB-03900 2S 102AD-02900 CAPISTRANO NICHOLAS III CI TIGARD 12370 SW MAIN ST 131 SW HALL BLVD TIGARD,OR 97223 T AR ,OR 97223 2S 102AB-04290 2S 102AA-03902 CAP NO NICHOLAS III DAVIDSON WILLIAM G&DIXIE L 123 MAIN ST 8915 SW COMMERCIAL ST TI ARD,OR 97223 TIGARD,OR 97223 2S102AB-04 0 2S102AA-03900 CAPIS O NICOLAS III DAVID WILLIAM G AND DIXIE L 12370 MAIN ST 8915 OMMERCIAL TIGA D, 97223 TIG RD, R 97223 2S 102AB-04800 2S 102AD-01200 CAPISTRANO NICOLAS N&CHRISTIN DIBB THERESA ROCHA 6646 SW 35TH AVE 8848 SW COMMERCIAL ST PORTLAND,OR 97221 TIGARD,OR 97223 2S 102 AC-00700, 2S 102AD-01203 DOLAN&CO LLC MAGNO LLC BY FLORENCE T DOLAN BY MAGNO-HUMPHRIES INC 4523 NE DAVIS ST PO BOX 230626 PORTLAND,OR 97213 TIGARD,OR 97281 2S 102AC-00400 2S 102AB-04400 X DO N 0 LLC MARR ROBERT M BY FL ENCE T DOLAN BY R MICHAEL MARR 4523 AVIS ST 12420 SW MAIN ST PO TLAN ,OR 97213 TIGARD,OR 97223 2S 102AC-00300 2S 102AB-05000 DO & O LLC MCDAID MARGARET BY FL ENCE T DOLAN 9225 SW BURNHAM ST 4523 E AVIS ST TIGARD,OR 97223 PO TLAND,OR 97213 2S 102AD-01400 2S 102AD-02700 HENDERSON JACK R& MARY S MILLER RICHARD L 9075 SW BURNHAM ST 19885 SW CAPPOEN RD TIGARD,OR 97223 SHERWOOD,OR 97140 2S 102AA-04200 2S 102AA-04900 INTEGRITY INVESTMENTS INC NICOLI PACIFIC LLC 2229 NE BURNSIDE SUITE 86 19600 SW CIPOLE RD GRESHAM,OR 97030 TUALATIN,OR 97062 2S 102AA-04100 2S 102AD-02400 INTE I INVESTMENTS INC OVERFLOW CORP 2229 BURNSIDE SUITE 86 8950 SW BURNHAM ST GR HA ,OR 97030 TIGARD,OR 97223 2S 102AB-05300 2S 102A0-01601 JB OAK HILL LIMITED PARTNERSHIP PARAGON INVESTMENTS LLC 9169 SW BURNHAM 9037 SW BURNHAM TIGARD,OR 97223 TIGARD,OR 97223 2S 102AD-03100 2S 102A9-04600 JJ&R PROPERTIES LLC PEREZ JOSE EVODIO POZOS&PERE RALPH GOLDFARB PO BOX 689 14560 SW PEACHTREE DR MAYWOOD,CA 90270 TIGARD,OR 97224 2S 102AA-03903 2S 102AB-05200 KAUFMANN RANDALL AND SCOTT&HOOKLAND REAL ESTATE PAR KAUFMANN LANCE BY SCOTT MICHAEL 14425 SW MCFARLAND 9185 SW BURNHAM ST TIGARD,OR 97224 TIGARD,OR 97223 2S 102AA-03901 2S 102AD-01600 LUSARDI CHARLES A&SARAH J SCOTT JERRY D&NATALIE C Go CONNOR CHARLES B&PENNY L 10060 SW PICKS CT 8905 SW COMEMRICAL TIGARD,OR 97224 TIGARD,OR 97223 2S 102AA-04801, 2S 102AD-02000 SOUTHERN PACIFIC TRANSPORTATION TIGARD WATER DISTRICT BY UNION PACIFIC RAILROAD CO PO BOX 23000 1700 FARNAM ST 10TH FLOOR SOUTH TIGARD,OR 97223 OMAHA, NE 68102 2S 102AC-00202 2S 102AA-04800 SOUTHWEST PORTLAND TRI-COUNTY METROPOLITAN PARTNERSHIP TRANSPORTATION DISTRICT OF OREGON PO BOX 17098 4012 SE 17TH AVE PORTLAND,OR 97217 PORTLAND,OR 97202 2S 102AB-04100 2S 102AD-01900 SPEEDY LINGUINE INC TUALATIN VALLEY FIRE&RESCUE 5405 SW JEAN RD 20665 BLANTON ST LAKE OSWEGO,OR 97034 ALOHA,OR 97007 2S 102AD-01501 2S 102AA-04000 SPOHN NANCY D UNITED STATES POSTAL SERVIC 9053 SW BURNHAM ST 11272 SW CAPITOL HWY TIGARD, OR 97223 PORTLAND,OR 97219 2S 102AB-05301 2S 102AC-00600 STEVENS PAGE VERMILYE JEAN S TRUSTEE 9180 SW BURNHAM ST 3122 SW MARICARA ST TIGARD,OR 97223 PORTLAND,OR 97219 2S 102AC-00200 2S 102AD-03200 STEVENS PAGE N WALTON S D&DARLENE E 9180 SW BURNHAM ROAD 10955 SW BLACK DIAMOND TIGARD,OR 97223 TIGARD,OR 97223 2S 102AC-00100 2S 102AC-00500 STEVENSON MICHAEL J&KAY L WOODARD CHARLES L AND 2825 DELLWOOD DR ARLIE C LAKE OSWEGO,OR 97034 PO BOX 23303 TIGARD,OR 97223 2S 102AD-02800 2S 102AD-01300 TIGA D ITY OF WYATT GENE D 13125 HALL BLVD 9095 SW BURNHAM TIG. D,OR 97223 TIGARD,OR 97223 2S 102AD-03000 2S 102AD-01700 TIGA C TY OF ZUBER JOHN H 13125 HALL 9025 SW BURNHAM TIGA , R 97223 TIGARD,OR 97223 2S 102AC-00203 TIGAR' TY OF 13125 I∎ HALL BLVD TIG•'P,O' 97223 Naomi Gallucci 11285 SW 78th Avenue Tigard, OR 97223 Sue Rorman 11250 SW 82nd Avenue Tigard, OR 97223 John Snyder 11100 SW 82nd Avenue Tigard, OR 97223 Michael Trigoboff 7072 SW Barbara Lane Tigard, OR 97223 Ellen Beilstein 14630 SW 139th Avenue Tigard, OR 97224 Jim Petersen 10815 SW 74th Avenue Tigard, OR 97223 Dieter Jacobs 7775 SW Spruce Street Tigard, OR 97223 Alexander Craghead 12205 SW Hall Boulevard Tigard, OR 97223 Jack Biethan 11023 SW Summerfield Drive, #4 Tigard, OR 97224 David Chapman 9840 SW Landau Place Tigard, OR 97223 CITY OF TIGARD - EAST CIT SUBCOMMITTEE (i:\curpin\setup\labels\CIT East.doc) UPDATED: September 17, 2001 e- CITY OF TIGARD RECEIVED PI.AN'IING lk COMMUNITY DEVELOPMENT DEPARTMENT , ,L I!: PLANNING DIVISION SEP 1 ft 2001 CITY(*TIGARD Community(Det.dopment 13125 SW HALL BOULEVARD CITY OF TIGARD Shaping A getter Community TIGARD, OREGON 91223 PHONE: 503-639-4111 FAX: 503-684-7291(Attn: Patty or Shirley/Planning) REQUEST ?O.R� OO 10TT _ 'SOP J'QTY IWNF1I MAIM_ G � T� Property owner information is valid for 3 months from the date of your request INDICATE ALL PROJECT MAP & TAX LOT NUMBERS (i.e. ISI34AB, Tax Lot 00100) OR THE ADDRESSES FOR ALL PROJECT PARCELS BELOW and INCLUDE A MAP 0 ALL LOT1 FOR THE PROJECT (preferably assessor's tax map): C1095 5U.) twro rWYn a 3t — Ol300 INDICATE WHETHER YOU ARE REQUESTING 2 0 3 SETS OF LABELS: J (NOTE: A minimum of 2 sets of labels will be provided to place on your 2 sets of envelopes that applicants are required to submit at the time of application submittal. If a neighborhood meeting is required and you have not yet held that meeting, you should request 3 sets) NAME OF CONTACT PERSON: 80_0(riCti'd PeAk01 PHON E: 563 — (31-1Y— This request may be mailed, faxed, or hand delivered to the City of Tigard. Please allow a 2-day minimum for processing requests. Upon completion of your request, the contact person will be called to pick up their request in "Will Call" by their last name, at the Community Development Reception Desk. The cost of processing your request must be paid at the time of pick up, as exact cost can not be pre-determined. PLEASE NOTE: FOR REASONS OF ACCURACY, ONLY ORIGINAL MAILING LABELS PROVIDED BY THE CITY VS. RE—TYPED MAILING LABELS WILL BE ACCEPTED. Cost Description: $I I to generate the mailing list, plus $2 per sheet for printing the list onto labels (20 addresses per sheet). Then, multiply the cost to print one set of labels by the number of sets requested. *EXAMPLE * * * COST FOR THIS REQUEST * * 4 sheets of labels x $2/sheet = $8.00 x 2 sets = $16.00 3_ sheet(s) of labels x $2/sheet = $ 6 x 3 sets = 2 sheets of labels x $2/sheet for CIT area x 1 sets = $ 4.00 J sheet(s) of labels x $2/sheet for CIT area = $a--x sets = S`� GENERATE LIST = $IL(1Q GENERATE LIST = MO( TOTAL = S31.00 TOTAL = S APPLICANT MATERIALS A SITE DEVELOPMENT REVIEW �' .Ii\ TYPE II APPLICATION CITY OF TIGARD 13125 SW Hall Blvd., Tigard, OR 97223(503) 639-4171 FAX: (503) 684-7297 PRE-APP. HELD WITH: 1 GENERAL INFORMATION DATE OF PRE-APP.: Property Address/Location(s): 947400 '+U' W RILOAM FOR STAFF USE ONLY TIC, � Oz. • I Tax Map & Tax Lot#(s): 2 S,04-Al::), o r Case No.(s): �K ®`-ri, Other Case No.(s): ei .,�C1r �. M Receipt No.: O. . . B! `I Site Size: �F' i a���` — �`'(� +Sr� • i Application Accepted 8y: (Il!_; Property Owner/Deed Holder(s)*: 1t7�1&- 1), ATT Date: s a--; 1 5 f Address: 101 ,W. tv�K >rl//r' Phone: C'O T2b • City: Ti&A—N, 02, Zip:1-7 7-2_3 Date Determined Complete: � Rev.8/4/2000 is\curpinmasterslrevised\sdra.doc Applicant*: %' :4;1 w i. Li ..1 • e .a''L G71.. ',; d Address: 399b N •O ' iNr one: (9J3)-2-48 -oASir City: 1 "r'�1finr� o1? Zip: Ol22-./O REQUIRED SUBMITTAL ELEMENTS ��` t l� (Note: applications will not be accepted without the required submittal elements) * When the owner and the applicant are different people, the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner(s) a Application Form must sign this application in the space provided on the back of this 0- Owner's Signature/Written Authorizatiort/' form or submit a written authorization with this application. Title Transfer Instrument or Deed, L(Copy of Pre-Application Conf. Notes✓ PROPOSAL SUMMARY [- Site/Plot Plan (3) The owners of record of the subject property request Site (#of copies based on pre-app check list) Development Review approval to allow (please be specific): [r Site/Plot Plan (reduced 872"x 111 19 1OlitTl4S oF CZ.)' s )Lk' �` V ZUP ,kw [- Applicant's Statement (#P ` to-A A M^m t C 01. e ,r. e' USA of copies based on pre-app check list) f�'w ✓�sv USA Sewer Use Information Card ) llatri'!G k /}.9 1 t/kE �Wf' AfjF'Zr (�-r (Distributed/completed at application submi I) 4/cLiq, r✓7�/ /'L Y =t�• 1' (•,va , Pf 2'- USA Service Provider Letter f 2ul 5- 1/ I�� ��` 5 1 I I 2 Sets of Pre-Addressed/Pre-Stamped P6114440- 4q711- /10 af inaailtr G All1�J #10 Envelopes & Copy of 500' Property All, p'PtQ (4:1,7v0 5�• $Ul a Owner List Generated by the City ' �•F, e' A L Et/ Neighborhood Mtg. Affidavits & Notes 1T Filing Fee: (Under$100,000) $ 800.00 /Vl klj'l►2j Alek = 15 r�tO° St F• _ ($100,000-$999,999) $1,600.00, ($1 Million&Over) $1,780.00 (+$51$10,000 over the first million) Urban: (See Washington County fee schedule) 1 List any VARIANCE, CONDITIONAL USE, SENSITIVE LANDS, OR OTHER LAND USE ACTIONS to be considered as part of this application: Nale APPLICANTS: To consider an application complete, you will need to submit ALL of the REQUIRED SUBMITTAL ELEMENTS as described on the front of this application in the "Required Submittal Elements" box. (Detailed Submittal Requirement Information sheets can be obtained, upon request, for all types of Land Use Applications.) THE APPLICANT(S) SHALL CERTIFY THAT: • The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true; and the applicants so acknowledge that any permit issued, based on this application, may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application, including the policies and criteria, and understands the requirements for approving or denying the application. SIGNATURES of each owner of the subject property. DATED this day of E !� , 200/ 011-G(-1! egg1117—° Owner' Signature Owner's Signature • Owner's Signature Owner's Signature 2 5 2 (— e April 12, 2004 to,!';, CITY OF TIGARD OREGON Bayard Mentrum 9075 SW Burnham Rd. Tigard, OR 97223 Dear Mr. Mentrum: This letter is to reiterate our conversation about SDR2001-00013 (Wyatt Fire Protection). The proposed construction was approved as a phased development with an cxpiration date of August 17th 2005. It is the understanding of the City, that if street improvements are completed and a building permit has been issued for the final phase of the project, the City will withhold enforcement action unless there is no sign of forward progress. I am available to answer questions and otherwise assist you as may be required at 639-4171 Extension 2437. Office hours are from 8:00 a.m. to 5:00 p.m., Monday through Friday. If I am not available, please leave your name and phone number so that I can call you back as soon as possible. Sincerely, /(07( yrl r-7 Mathew Scheidegger Associate Planner 1/curpin/mathew/SDR/SDR2001-00013/timeline.doc 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD(503)684-2772 �,{y.r vl •..m ii.vv rAA JVJ 440 4400 tsC.sr.KUte.l~.A FALII- . -+-*-' BAIAKI) (0005 ,ent by: PACIFIC NORTHWEST TITLE 503 671 0535; 05/02/01 9:40AM;Jetfax #196;Page 4/5 • r UNTIL A i MANGE 1!REQUESTED STATE OF O EOON } i sa ,vr - ALL TAX TATEMENT'S SHOULD B6 SENT TO; (Jaunty of Washington I O Ensoal WI at meat Jury 'ret.n Y.,.. • o Gour S 9094 cw 1 irnh m Clerk}o ,r'... "�-^-. �' ruy!Hal T1lud,OF '1223 II,.*11 =,.`i. _--" aaIYed sad d �+�� AMER RI :ORM° county. r?A/11'-ej RETURN iiN'IV; F,,, ,,. Emile WS in k 9043 SW f 1i116ag1 r•-+� S - AtlRor of bird,as 3 �•t;. lef' Ion Eat- • Doc : 46076317 Rect: 170640 169,00 0e/26/1996 01:60:20pI l - , \ MEMORANDUM OP CONTRACT OF SALE DATK'D' July 17, 1995 6ELS,Er : Dewey Wyatt PURCI U SER: Eugene Wyatt inaMAETDM :0114; ��t err rtwa�N »r LEGAL DESCRIPTION: --4-• • f,A30.m g,24 ,, T n.. IWO LUTE i ttached Exhibit A a ,y 9.S.u.9, DATE c F FINAI, PAYMENT' July 1S, 2i- TRUE 2ND ACTUAL CONSIDERATION IN STATED IM TERMS OF DOLLARS; Two Rundr< d Twenty-Nine Thousand One Hundred Eighty-one and 03/100 Dolls: e 1$223,191.031 . E:iLER: 2.e.t...t'./ I ✓`✓��,- ._____r DEWEY WYATT 2 URCHASER: _. .. . — • , _'I, • 'GENE WYATT STATE OF OREGON ) . ea- Count: (y of (1 Vl.l.'�Q4 ) 1�6ereonlyof pea d he above -eller Dewey Wyatt on -he LL ay 1996, _ d' a•kn! 'e•-ed •he ' foregcing instrument to be s -to• act d %e•' , id OTAR PUBLIC for Oregon My commission expires: STATE OF OREGON 1 - ea. Count: • of ) : ereonally appear • t.e above named purchaser Eugene Wyatt on the in day of r = d acknowledge o I the foreg, ing instrument to -ems . vo nta ac /-n, �/� II , - IAn +1 ` ;. oiI NOTAR PUBLIC 'or 0 '-n — -__ * 4-42r ;fit My Commission expir._ 44k 14 aro WED 14:01 FAA 503 245 2288 EVEVERGREEN PACIF. -44-4 BAYARD 4Q.�003 /4(IC NORTHWEST TITLE 503 871 0535; 05/02/01 9:38AM;Jg¢fx #198;Page 2/5 i PACIFIC NORTHWEST TITLE Phone (503) 671-0525 •(503) 643-6416 ME T R O S C A N PROPERTY P R Q Y I L Z Washington (OR) **s:*****+r***1 **********,k****************************,r,a**-*,a***,•,r**************w,r,r,t***,*** T u--========o==..nan==== — * * OWNERSHIP INFORMATION * * . * • * * Referetce Parcel #:2S102AD 01300 * * Parcel Number :R0462092 RTSQ:01W - 02S - 02 -- NE * owner :Wyatt Eugene * CoOwne. • * Site A: .dress : 9095 SW Burnham St Tigard 97223 * * Mail Andress : 9095 SW Burnham St Tigard Or 97223 * * Teleahine :Owner:503-684-2928 Tenant: * * a.-**=-=a**=-=aaa*===3a..a= * * SALES AND LOAN INFORMATION * * =======...====.===.c==..s.. * V * * Tra:ist, :rred : OE/2611996 Loan Amount • * Docuume: ,t # :76317 Lender • * Sale P 'ice :$229, 1B1 Loan Type * * Deed T 'pe :Contract Ot Sale Interest Rate * * t Owne• L : 1C0 Vesting Type * * ASSESSMENT AND TAX INFORMATION * * =—__ . * * Mkt ,and :$3931u EXaamp: AMoU:t ' A. M;t_ .:.r::cture:82:,9, 950 Exempt Type • ' * Mkt sthr.r % Improved :36 * Mkt `otal :$612, 580 Levy Code :02374 . * * 00- 11 Taxes :$4, 313. 15 School Dist :Tigard * ass nssed Tot:$287, 060 i ii********--.m.i*.... * PROPERTY DESCRIPTION * -====s**n=-1i*sa==== * Map Grid : 635 E4 Class Code :$1 * Cen :us :Tract:308.01 Block :1 * * NbridCd .:Ztc MillRate :15.0253 * * Sub Plat * Lan i Uee :2012 CoM,Improved * Leg tl :ACRES .95 * R * * * * PROPERTY CHARACTERISTICS * * **.......psi=== == * * Bedrooms Lot Acres : .95 Year Built : 1971 W * Bathrooms Lot SqFt :41,382 EfVYearBlt :1971 * * Heat Methid : BsmFin SF Floor Cover : * * Pool BsmUnfinSF Foundation * * Appliance BsmLawSF . : Roof Shape DishWashe : Bldg Seat Roof Matl * Hdod Fan lstFlrSqFt interiorHat : * eck UpperFlSF Paving Matl :• rage Ty )e Porch SqFt Coiat Type i:agte SE Attie SqFt Ext Finish * Deck SqFt The Inforilletiori Provided is t:aemed Ro.I1ab.2e, Puh Is Not Gueren[aed. • WASHINGTON COUNTY OREGON ' ',_ -,... :SCALE 1"• IO01 ` 1t00 c , .� to . irk, / 44" ar!oe t7 1 n SEE MAP 1500 �C� �'' MOO y F . 2S 2A8 peAc \ Atli* y �' aA,te. ' 900 x ., r �4, 4 .b AC. m X400 i 6e,z...7* .... -Ss_,, 4.4 w.......livit1 r- , ■ i i ►.i' tAi. r tiF 1 �' o 3aAc ,o •. M DR J i t Q w J G` z �Ci r� (l —r ♦ M 1 i'' • • �. �o (� � AjCI r` J J I 1 7`Ix twit //t/`l/y,,4 � lsoi Isov teflo a :, ; 3YlIC , t6Aa Lltde w . �; , VACATE �' •- �a 1700 `� -.lit< 4� ` '�' \�o° .3 a,c. ' ..74- i42 /7 8 l'-rsi ' / .• 2000' , SEE MAP 1 1900 q,.`b , - 0 t5 12AC `� t6oU N / / , / (lo to D. 2700 VI. ` ` ` +oAt �., / �o° $ / / ,,,ite $at , .. AY AG / s 113 THIS MAP IS T "WISHED AS A CONVENIENCE BY PACIFIC NORTHWEST TITLE .. This map is nun a survey and does not show the location of any improvements. ci The company assumes no liability for errors therein. w MAP # 2S102AD 01300 'Cr' t I _WED 14:04 FAX 503 i 2298 EVEVERGREEN PACIF. -*-) BAVARD 006 FIC NORTHWEST TITLE 503 671 0535; 05/02/L 9:40Ah1;J x #196;Page 5/5 • A part oG• the CaoSps Etchor4son Donation i.and Claisti No, 38, 5saslols 1, Tagnahip 2 !ouch, Maw 1 Vest of cha Villnmpcto Moe/Jinn, 4n Cha County of VaiihZnoton and S:o[a of dcus;on, dcaeriped as !allows; Beginning at a paint in thy tooter of Cqugt7 Maul/ Mo. 997, North 65 eagroaa 45' vase, 918.24 Ecee from cha moot Esitarly corner of chat • cattalo scat; or land convoyed co Viatica DuCnhaat by dead raeotded in look "W1, polo 162, Deed Dot olds of Hsr1►tnecan county, Oregon; chonco March 42 desrsas 14' East, 605.00 :cat to the Wastorir lino of ehu right-of-way of tlia Urogan al:merle guilt:sy Co. ; !hone• Notch 42 drfiresa 27' "lest along ssid right-of-wny line 107.30 fast; thanr.e South 82 deems 19 ' Malt, 440.9 fast to cho center of cite County Rood No. 997; cbanco South 45 dsaradr 46' Emit, 107.7rr feet to ehe point of besinnina, • Pi(4 i f7 A __ • AFFIDAVIT OF POSTING NOTICE WITHIN SEVEN(7)CALENDAR DAYS OF THE SIGN POSTING,RETURN THIS AFFIDAVIT TO: • City of Tigard Planning Division 13125 SW Hall Boulevard Tigard,OR 97223 • I, �A cRiD 11/145P t UA , do affirm that I am (represent) t party initiating interest In a proposed AEI, 1"�' i &) l Pintf ecting the land if C located at (stat- the approximate location s if o ad•ress(s) and/or tax lot(s) curre tly registered) O 5 Si • irt9 - d did on the 'ILA day of .1'Tt91 1,801 personally post notice indicating that the site may be proposed for a Rely application, and the time, date and place of a neighborhood meeting to discuss the proposal. yam,,, The sign was osted a _1 w' l 7M �eivr9 (state location you posted notice on property) Jr/ J fi Signatu (In the presence of a Notary Public) (THIS SECTION FOR A STATE OF OREGON, NOTARY PUBLIC TO COMPLETE/NOTARIZE) 2 ea/ Subscribed and sworn/affirmed before me on the 2 0 ivi day of 5/0/1)en it , 49— 15-214 OFFICIAL SEAL Z gLV] LA SHAWN C.ADAMS YI a% NOTARY PUBLIC-OREGON NOTA COMMISSION NO.346483 PUBLIC OF OREGON MY COMMISSION EXPIRES JUNE 4,2005 My Commission Expires: /t// (Applicant,please complete information below for proper placement with proposed project) �TNAME OF PROJECT OR PROPOSED NAME: TYPE OF PROPOSED DEVELOPMENT: Name of Applicant/Owner: I t Address or General Location of Subject Property: _.._ — LSubject Property Tax Map(s)and Lot#(s): h:Voginvatty>inasters\affpost.mst AFFIDAVIT OF MAILI..4 STATE OF OREGON ) )ss. City of Tigard ) • 1, 'k/if0 /1449N'MUM . being duly sworn, depose and say that on rLo . L I caused to have mailed to each of the persons on the attached list, a notice of a meeting to discuss a proposed development at (or near) 4 ,015 S,by, izN1filbvt i Tibnfir a copy of which notice so mailed is attached hereto and made a part of hereof. I 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 located at fla. '„/r .d /i/ ° N/GO • ..a, with postage prepaid thereon. ifijp ://d _____I Signature (In the resence of a Notary Public) 7 (THIS SECTION FOR A STATE OF OREGON, NOTARY PUBLIC TO COMPLETE/NOTARIZE) 2cbo/ / Subscribed and sworn/affirmed before me on the 7.0 P.'day of 3epk",b.'7 , q43-= "Ta OFFICIAL SEAL a 1���o 'l71/J :• M�;��= LA SHAWN C.ADAMS NOTARY PUBLIC-OREGON ia./4 �>/ COMMISSION N0.346483 N ARY PUBLIC OF OREGO MY COMMISSION EXPIRES JUNE 4,2005 My Commission Expires: 6 /ft 17 o05� (Applicant, please complete information below for proper placement with proposed project) NAME OF PROJECT OR PROPOSED NAME:• TYPE OF PROPOSED DEVELOPMENT: • Name of Applicant/Owner: ,Address or General T•acation of Subject Property: _ __ _ _._ [Subject Property Tax Map(s)and Lot#(s): _1 h:VOgimpallylmaslers■aefmaitmst September 21, 2001 1'411 CITY OF TIGARD Mentrum Architecture Inc. OREGON Bayard Mentrum 2858 NW Santanita Tr. Portland, OR 97210 Dear Bayard: This letter contains important information about your room reservation. Please read this letter in its entirety. Your request to use the City of Tigard's Town Hall meeting room located in the City Hall at 13125 SW Hall Blvd is approved. The Town Hall meeting room is reserved for the meeting as follows: Event Date: October 5, 2001 Event Time: 6:00 p.m.to 8:00 p.m. Please pick-up the key at the Tigard Police Department Records window'coated :n :he City Hall. The Police Dept. will release the room key no more than 15 minutes before your event start time. The key must be returned to the Police Dept. no later than the event end time noted above. Please return the key to a Police Dept. staff member, do not leave the key in the window tray. The Police Department will be open during your event, so please make sure that the overall noise level of your event does not disturb Police business. The key to the Town Hall opens the outside door in the courtyard area between the Library and City Hall. Please see the map on the back of this letter. Meeting participants are to enter and exit the Town call through the side door. Restrooms are available for use in the Police Dept. lobby. The double aoors into the City nail nailway are not usea arter 5.00 p.m. on weekdays or on weekends. The hallway lights may be off and connecting doors may not work both directions. For the meeting participant's safety, please make them aware of the proper entrance and exit to the room. City staff is not available after 5:00 p.m. or on weekanC'.3 to provide aso tw"o°, _ _::tying Wbot '3 available prior to the meeting will help your event go more smoothly. Please let me know prior to the event date any specific needs you may have. Police Dept. Staff cannot assist with your reservation requests. other than providing the key. Tables are available if requested prior to the meeting. Projectors and other equipment are not available through the City. As indicated in the Room Use Policies and Procedures, the City retains the right to cancel or relocate a meeting. We do our best to keep meeting reservations intact. However, it is sometimes necessary to make changes. Police Dept. staff is authorized to release the key to the person or people noted on the room use application. Please be sure to list more than one person on the application if there could be someone else picking up the key or in case of an emergency. I am happy to update the key authorization when requested prior to the meeting. Please return the room to its original configuration and leave it in an orderly fashion. The City is unable to furnish cleaning supplies, mops, brooms or vacuum cleaners; therefore, you will need to bring your own. Trash that does not fit in the cans provided will need to be taken with you. On behalf of the City, we thank you for complying with these and all other conditions of the room use policy and I hope you will enjoy using our facility. If you have any questions regarding the reservation, please contact me at 639-4171. Sincerely, Jill Byars Room Reservation Coordinator 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 I �--_, / / � \/ , r�^ � � ���0 ����q- 5, �� r rs ------' / ' `"�� ~ ` '- ---��-�_c� � _��-/-��� ________ • - — - ' -- --_--'--__----_� -� - ____ • ____ ProposalAlarra-live i : : F•. , i•• ±'s :..+� ''.w1�.:; li�: �h+;;.* ^t e m � NT � um ; Y .: f ,, . • • : :t 41-1/(411TIGUAI: ..• . , Wyatt Fire 'ro ec ion `arra we Wyatt Fire Protection Building Construction Cost Estimate Phase 1: 10,560 s.f. x $60.00/ s.f.= $633,600 Phase 2: 4,800 s.f. x $60.00/ s.f. = $288,000 Total project value= $921,600 Project Summary The proposal ( Phase 1) is to demolish 2 existing northwesterly buildings and retain the existing northeasterly building ( 3,584 s.f.) Construct a new 10,560 s.f.,one story metal/rigid frame office, warehouse building. Phase 2: Demolish the existing northeasterly building and add on to the new metal building from phase 1 with an additional 4,800 s.f. same type of structure. A.Site Development Review 18.360 and Central Business District 18.520 1. The comprehensive plan map designation and the zoning map designation is CBD. The CIT area is East. The office/warehouse building is allowed outright. 2. The site area is (after the street'dedication) is 40,572 s.f. The lot width average is 107 feet The front setback, is 20 feet ( 0 ` req. )and the rear is a minimum of 34 feet ( 0' min. req.). The southeast side setback is 5 feet and the northwest setback is 13 and 5 ft. The maximum impervious site coverage is 81 % and the landscaping area provided is 19%. The parking ratio is 2.7/ 1,000 s.f. Phase 1 requires 10, 560 s.f plus the existing 3, 584 s.f= 14,144 s.f divided by 1,000=14.144 x 2.7=38 req. ( 39 provided) 50 % of the parking is compact( 18). The standard stalls are 8.5 feet wide by 18.5 feet deep. The compact spaces are 7.5 feet wide and 16.5 feet deep. There is 1 ADA space. Phase 2 15,360 s.f. divided by 1,000= 15.36 x 2.7= 41.4 ( 42 provided) 15 compact spaces of the 42. One loading space is provided. 4. One drive access with the width of 30 feet is provided and the minimum pavement width is 24 feet. 5. A 6 foot wide walkway is provided from the public walk to the front entryways 6. A clear vision area is provided at the driveway access point between 3 feet and 8 feet in height. 7. See the landscape plan for tree locations. Street trees are planted about 30 feet apart. 2858 ti. SAHTAHITA+ T 1111 •OP 91210 ti • P410HI 503.248.03E: :> �y • T4iX 503.248'08'? > . , .r . .. - - 4 .•Y ••'.. _ .. fit.' _ ..,. ' i4 B. Impact study 18.390 See the narrative by the Civil Engineering 1.Burnham street will have a half street improvement with a new planter and 6 foot wide public sidewalk and a shoulder for a bikeway. The parks system will not be impacted. A. Street connectivity: One access way will be provide with a 30 foot curb cut width. B 1. The building occupies 44.8 % of the Burham frontage. 2. The building facade has a 20 foot front yard setback 3.& 4 a 6 foot wide sidewalk is provided from the public walk to the building entrances and the remainder of the front is landscaped. The walk will be concrete with scoring 5. The parking is to the side of the building frontage The landscaping in front and the side is 5 feet with a minimum L-1 standard. Cl. The building will be prefinished metal with an accent band and two toned metal siding and roofing. D1. The sign areas will not be exceeded in the zone. The project sign will be wall mounted on the south west facade. E. Entry portal is not required at this location F. Landscaping: LI standards are met in the front site area. Burnham is a local collector street Access/ Egress/ Circulation 18.705 One access point is provided with a minimum pavement width Of 24 feet and a curb cut of 30 feet. The driveway length is300 feet deep in phase/ and 350 feet deep in phase 2 and requires a TVFD fire truck turnaround , hammerhead. Environmental Performance standards : 18,725 See the Civil Engineering Site improvement package for the water quality facility. Landscaping 18.745 The landscaping plan provides L1 and L2 planting where required Recycle and Refuse storage 18.755 1. A 10 foot by 16 foot 6 foot high cyclone fence with sight obscuring slats and solid metal gates will be provide at the northwest of the site with access to the front by the refuse and recycle trucks. Off street parking 18.765 1. See page 1 A. for the parking and site circulation description. Signs 18.780 The building will have wall mounted signs under a separate permit. Tree removal 18.790 See the landscape and tree mitigation plan for tree removal information. Vision clearance area 18.795 The vision out of the driveway is clear as per code from 3 feet high to 8 feet high. Street & Utility Improvement standards 18.810 See the Civil Engineering narrative attached v/` a } 'w3M;t of :; • ifi I N T . U f rl ,., 11-1/(111T-EGU1/1 �} ��� w, -.•••• �i'�'`y`fit-4�J�'..�,�ty_rv�(( • • June 5, 2001 ti(0-1/P0-1/11TID • • 9095 S.W. Burnham Tigard, Oregon The site is .95 acres with a gradual slope running S.W. downhill and fronting on S.W. Burham. The site has an existing 4,080 s.f. concrete block auto repair and vacant building at the east end of the site planned to remain. There are two other - one story small wood structures in the middle of the site, one is 396 s.f. and the other is 1,035 s.f. to be demolished. Wyatt Fire Protection currently has its existing business in another building at the west end facing Burnham of 2,400 s.f.. . to be demolished. The current plan is for Wyatt to temporarily move into the existing 4,080 s.f. building and the demolish the three existing wood structures and build a new 12,000 s.f. metal building, similar to the neighboring Tigard Alignment Building for Wyatt Fire protection to occupy. -The new building will have the Wyatt offices and manufacturing of fire sprinklers. The existing concrete block building will be rented out for a similar use when the new building is completed. The entrance driveway will remain in the existing location and half street improvements will be completed including curbs and sidewalks to match adjacent properties. r We want to verify setbacks, lot coverage, parking ratios and landscaping requirements. Sincerely; Bayard Mentrum, Architect 2858 N.w. SANTANITA' TI ( t POTITIJIMD. DA 97210 „• L PUDNt 503.248.0385 9kk..A. SAX 503 248 0819 • • JAN 1 4 2002 File Number i ty�6, 1 • CleanWate� Sery • s Our commitment is clear. Se - Area Pre-Screening Site Assessment• Jurisdiction Gin/ opmARD Date I• 11 • d1--- Map & Tax Lot 25 102 ,tQ -- O1 Owner Site Address 'Oo15 s.w. 6URNH/b to rj 6 - •"'- TlA-P•Pi OR • Contact ice'_:,• adiE I. M Proposed Activity bEMow-yy v epe143nAG Address 28 % New • 41•17-itAltTA-IERRAtE exiLDA105 ¢'1 cosigvctta1 R7RT O D4. •q 7 Lie> pf-- 050 O cf W Phone Cam) 2 S—�8s lures w Y N NA Y N NA Sensitive Area Composite Map . Stormwater Infrastructure maps Map # Si Gc�'`} A QS # 3.P.0 Locally adopted studies or maps Other Specify Specify �Occ 4 'J w Based on a review of the above information and the requirements of Clean Water Services Design and Construction Standards Resolution and Order No. 00-7: Sensitive areas potentially exist on site or within 200' of the site. THE APPLICANT MUST PERFORM A SITE CERTIFICATION PRIOR TO ISSUANCE OF A SERVICE PROVIDER LETTER OR STORMWATER CONNECTION PERMIT. If Sensitive Areas exist on the site or within 200 feet on adjacent properties, a Natural Resources Assessment Report may also be required. jSensitive areas do not appear to exist on site or within 200' of the site. This pre- screening site assessment does NOT eliminate the need to evaluate and protect water quality sensitive areas if they are subsequently discovered on your property. NO FURTHER SITE ASSESSMENT OR SERVICE PROVIDER LETTER IS REQUIRED. THIS FORM WILL SERVE AS AUTHORIZATION TO ISSUE A STORMWATER CONNECT!ON PERM!T. The proposed activity does not meet the definition of development. NO SITE ASSESSMENT OR SERVICE PROVIDER LETTER IS REQUIRED. Comments: revi. '■ e t y Q.eY;4.I pAQro, 1��I P pOt- ri 5efr15,ri Q-Ye4 c fiOect.r5 r-c) Reviewed By: .�/ ��.1 �— Date: / - ,Z 3 Returned to Applicant Mail)( Fax Counter Date /--Z.3-0,- ByJ 155 N First Avenue,Suite 270•Hillsboro,Oregon 97124 Phone: (503)846-8621 • Fax: (503)846-3525•www.cleanwatersenices.org • 99,'00 •,,..•;A:.W F f,%;y„N • C •. • GENERAL CONSTRUCTION NOTES 4 LEGEND �'r 1. WATER CONTROL R BAND ON ME OTT Q 11OAT0%04045101 N0.Ill.MASS DISC AT ME N.W.C'00lR O 1CAR0 Sl.•Y.W. EL.O).M SANITARY%1111 -SS- NM M�! .. 2 NATENL NO WONNY4L!TOLL CONFORM AM SF TO M 000.41011 MARONE.CONSTRICT.,SPCC1KATIbn OF 4 CITY 14 TOARO M UNWED%W.01 ST CID AND NE 1cARD CAS t NMI -g._ 1!N a9PNLT ���( WA1W pSTO[T a C�113101 1 1 IOLATTONS SWAIN 10 NE N PROMUlC OAST AND MOT K 1[RfIED In M WNTNACTd. 0111(10 UNDERGROUND 11 unutES AY LOST. CONTRALTO.m WW1 GAS UNE -a NEVI 04?VC .. TATTER use -e- l0GTION5 PRIM m OMSTRKTW AND 9N.ARNOW NORM RELOCATION Or MT n COIPLCT MM ME A..I.CONS..01W Om11[b SMW TAW fN1 AlI44LT ACTOR TO OMAN ALL MOM..050111 AND 410Nl1 WOE S)MTIN CONSIRUCTON.•CORECRp4 PERMIT IS REWIRED MOON THE OT OLCDP.O D1110TCNl WORE -DN - PRORRTY J[ SITE COIlC1NN m M sANrMI!Q. 4wDa*aolo TE1nNR[-I R- 1 0.11”uE J S TE TWO WATER IMTMO,TILL WEND WATER%ONCE AOIOS 1LOYNAY St.•!T YEW.AT R/O/R 440E CONnbTOO IS m COdDNAI(TFS um INS SON..STMT NEW sows.mow•N - - DOWSE 1404.NOl ASS[YRY•YE1FT5 TOE 1_14/2'. SANTA.NKR. m d0T.D STREET DINT .--Q • OMMACTo C S MOT'ME 1001W,OT Or scum.20 NOAIS SOGTE S T ICC ORTSIR 115 01 014110 WORN OTC.SMITDUNO El�T MI NOWAL REAIIOMN OF STONY TM ® NEW IMT1R SERVICE 4. WORN FO THAN S 4044.Als.PRIMO. OR E CONIW CONTRACTOR 0000 ASSTST TINE ENOMOI N PIVMND-AS-CONSTMTm• ACCOIO1. [MI1MO WACII mN•AO -� [M1YNC NC[ ). OAR0C CONTRA ITAL K IMO.•1 TE CONTRACTOR M A10341 0(NM TIE Ory STANDARD%g.0 Al!INS AND.ALSO TN .DANCE WIT A OTY(,101 IPEdC) 0 AICRovD TRACK CON11.RM. COAT O ITN AFPRUIEC TRAFFIC cowl.PLAN 94441!AVA101E Al MC IAN.YEA AID gOMDED m OTT Or TIGARD ENLTAEWND NOT PALK d1CNASM • THE TO N MT.. • OPM11005 EnsmiG 751101 14.10•.90 • 9 4. O. ETCATATORS YUIT COMPLY NM Au.Mom..Cf ORS 11).5.1 To 757511 RN.LONNO NOMICATNIN TO ALL ONDRS Or UDENORCAPID FAOUnS AT TEAS,A Ru91ESS OAT PORES Mt ,a, NO1S NT NOT WPC TAN TO w9NESS DAM ernes cOI.OgNS cscswaCN. I ETTECTK E0OION CONM01 I RE0MED. ma.CO4TR.414Cts KIT I1E MT0UED ANON WRITAIED YE,TWO TIE D.E. MOUMIKNK M 011 501 AT ANY ITN CODER ,,,,, CA,,,,c Ta(1000 4001 0 b Y1_ .TIC ACTION AID 51OPPAIE OF 000 m ACM..OTEcOIC E9OSDN CONTRA. •SETRKNT FEN.MALL DI MULLED ON THE 00RM1(51 EU0 O THE P7OFEtry 01190'04 OKC„O• E MTAMC WATT YY •MAW.Pb FRO1 TIE EDO O TIC PA0t0147 ERTDDMO St 010 TIE PROPEPT 440111E RAM0 AT M POND O MKS!AD(MSS USED IT M COI1MU01104*AA MN E 0051•41 9) 1[001[1 PIE Pb K m!20'NONE IT 1•IEEP. YM ION TRAISr1_tOO PlO El VICINITY MAP 1a EFTECTIW 514 M,�n MT p 01 pA*01(0 CC 0 y MIT ry ODC1°p9i9 CT�IC 0011041 sT RM[OF pi m vArz PROPERTY.PUBLIC 000 PROPERTY cool.., ACC...ErrtcnvE DtAMAOE au.A«pNp• , II. }NAT CONCRETE PAIt*1,NT YO m SE'*01000 TROY A MA 10MR0 45 MOOED SY OSTD.1 11.11050.TL..NuTT rot CLASS V.-C.d b-05114017,AS R0FED. CON1RA01d m PROST.30519=TN CLR110011 OF CONCH.FRO.ASIMLT PAN]OIT PLANT LINES, 500005E 00.41ED It IC 0*MA FE Pd•TIW OURMO TE 440,6*O DAINNE50 POI 1ETRCIN I R.Y.m 7 AY.MO4.-7*.NM ITMOD.I P.Y.TO 1 R.Y.10111000. NO.%TREE.0 P.Y.m/ UMW. IS 11N14RT MRER PVC 44075041 m NE P.V.C.PIPE PIP A.5.1.31.D-NN.SDP 015.010 Pug.d 1491 MOWS MO SLOW 04•273 IA 00,O•A5 45 ON R 10810 P1O0ERT TO SE 1.41104 TIPt 10/00010 1/4'ST[[L NM 090ALTC PAMI,14'DM n N'DUP.041421 TO OE t'NM 0-I/7.eRA55 00,0x017. I1 ANA!PORN PIPE NATEAL TO!CLASS 54 0..712 NON PIPE.NA KM ON TM n•DS MC•111p CASTOR 4 9 t .O Z . 0 W. iR MIEN.. I I9 '/^ y PITIvAtE POND . A 1 CSP SOON GRAM U, . •. I,\ I / NAON0 TO TIE MTAOfp •rz4TNN 1 5]DDt 1AR,-V 21/'I •OSLO Rf.NNAITI re 70741 al S)0 1\D I? "OW*IOW of.r IUW1RLCkP76 ,I Iwo nm seri,AMKt. lE`w/" 0.ACE AT Nn R/D/W INK.711, • L [AD R pm PNVi a Nxd ArANIL,ATI ■p 29 meta m]D[O I[»W AND 1-Ip- : If IR. , 2 C/ II 7 li L /•e +1 a is Is 17 II a 20 21 2 x1 xa 25 x 27 •0.0.20 c c - c c c c c ,, o 1 �a 9 D ' 1 I p4.- ``� ' 4.......„,0,-,:.....,;;;:c..), 141 / - • i • • L < E303 TING BUILDING / \4,30 G10SW5 ' �� TO BE RETAINED r., 1... -.•., , PORV..4 sow-,o nn ... 1104 11 ..' Is, "�jiii I� .DN S TOMPKMi : PO1 OTY f tR v0, 00 w x ' 1R-,011 1404 1, � � ��I�I A I2 Leo NNwEG 000.TDN MRO1.. CF 401,0 i■Q, "•I POSED BUILDIhC 1 P.F. EL 153.0 F.F. EL 155.9 F.F. EL 157.9 R .461 • LEGAL DESCRIPTION: �g� i7/0117 0,•I--;.v,',;',1.- ,R --^ --1"141111111S1111 P.F. EL 164.9 F.F. EL 150.9 wo C O m TI a,AIME•RoT%0E I T.L u(OD.$[I/a NE 1/1 SS AID CONNECT NEN llE.rPRDNn. '1 U SECTION x,125 R1R W.Y. II t<il�:!!�I r W r WASHINGTON COUNT',oREwN 'rp - OWNER/DEVELOPER: nrouD[2-.'R T 10X010 IRO M1R 4O*7045 to[ WLl CONE 5*701.ES .. r. .I 0` 1 001, 1 A me m EXISTING IINDNNO 101'.0.41 ` I,OM 5E(004 (1 DRIVE rot 1 vpM[I1 PH: (501)605-2927 Y E TO DETRFLOCA1E'001DE010,10 COMASL d 10,l 04''AR.■ 'tuners',5004 YAM 1 I I • 144 ¢` 4.0 APPLICANT: POLE [1 Av l �u3.»' t» Sk~ TA�a� 2601 4111 ARENHE 4 1E I� yP9 zy4 � PLAN PORTLAND,OOR-011797r o E N SCALE '-20• PN:(041)2.e-0079 I,D I >3o9 911 W p 140 SURVEYED BY: 9 E ID 2 0013040 NR 1 5000 5•INC. e LANE 051E00.OREGON 97035 ` 3 �yM01 I 115 a PH: (701)616-5341 i 1 ea-M. a~IDEA • d T rATT. 2•.�Am•c ac I' rs 7 PY COW PROPERTIES I C APP.. r du9ED 100t 2.'-o IsYO n u PHA4E ONE CON977tUC770N 3 t•TAY tl0'KD 1pp1�•-o- 1 C _ worm n u PUBIJC k PRIVATE IMPROVEMENT'S 1 m ? AC0D!•ORACLE `AE .A NV11 SGLL AS LWR I WET 1 or 6 EURN.I'AM.STREET X SECT, KwRmn I.MURRAY eRRNYUg 1T9I144er tVP 10/T/O TMMa••(6O1)M-5104 1102 COLNtr O.1 RI FP-I L.A.0••• 1419.1 97034 ,'v 1. • L arrow . it =4.121 c 909.102.19101 • I I • i'y t°1 ux�p1 WOW.TO ),py 4' IA MAMA I i 4 n•(e-) w.aa io a ouw a S Nil • [0ulpvr,4 OYfe•) : •, r.rrrrul e•.e•IfNMI, lab Om 0 • 'MP, R elli S• Sf.i 1 S10! i9I• ... BUILDING ICA• _ p a�{��eC)}- , t{l.a).ep'ea- / •. illi fl `a.mp 97. I-F I aYI.l1 III<raOlCC,ga , T 1 1108 l.0.S}a. ; i 1O R[TANIDR1G 0•14191.11• tMM�+K�e� li BINDING •TO 1 Y ■el( BE REMOVED i ° 1�S�O IiiIi. IIIN4L: 2 'O p i _4140-H..4*42: AI - 4 •Il• e. TOM w xro 1s g om c R awecro Poe MO P000 TO K • eq fD u1mCKUM 4 ° 51, 1 OW Ii '3- )- i w,feq=•.)7(4) Iw f CDII PROPERTIES PHA . u SE ONE CONSTRUCTION L w� am �/ fea■u a u EXISTING CONDITIONS -O ...env lOMI. M YOM« I 3001 a Of e OON01D L BOWU C a allr[liegirsr .......... 1+n0a+(WS)097-ee84 lees C.491 OHM P—2 4. .O...r.0.. . 97034 S .:F"- WI L110104E PLAN FOR TaflA 110.1191101 11 r MN= r =wire WOO EAR II11� Nice '- Y-• SS'C•AC PAWL.. Y- /1100( 1.-I l/7-6 at760 10IX m•.otm SIMOMPOE 6' EXTRUDED CURB M.T.S. ' I 1 I I 9 i [41131640 WW1.P010 wazi ssD° • . 1I _ 1 �I`,1 f 9 29 so s, sz ll � as 36 1 ' C C 6 O C 6 7 I 9 10 11 11 Is 11 IS I6 17 1 16 419 CLI SI 2 23 71 Cs 24 Z7 .rr •I r ,1!�f� / / / w • L1RP1 EATONA}Nf/ EMS BOMBING J// !/ �/ TO BE 'c OVED 411 r III s..6.64AA ,V°T ' 1 EXISTING BUDDING PROPOSED BUDDING , 0 ' ', F.F. EL 156.9 F.F. EL 159.9 I 142 I lit M10 at C C C c LEGAL DESCRIPTION: a Jr, •`"■ T.L 1300,SE 1/1 NE 1/4 ��►` \ .9.. z.175111 f1• NALINOTON cauln.OR[OOM 61 OWNER/DEVELOPER: I I. R, `— cow POOPERIES C 6 14116 SW TA11N000 461E TE1P 1.111 SO.WNW I ¢ 1191110.OREGON 6016010 SP1IE N WW1 f 1 Af P44:(SOS)646-z9n bat aivloN-lux 6 I I ■■ 3#.0 `N APPLICANT: Y.111Ul1 ARONTEC 011E 2866 NN SANTANITA TERRACE PIP( .OREGON 79 97210 1 1- SCALE 1".20. SURVEYED BY: AROY PARR AND ASSOCIATES INC 417967 BOOKS IERILY ROAD • 1 LANE OSRE00.OREGON 97015 Pk(701)616-1111 C Z w l .. GDW PROPERTIES 3 .1 u PHASE TWO CONSTRUCTION 9 L s.010 W R. PRIVATE IMPROVEMENTS 011[ mow SCALD AS AWN I NESS 1 V 6 6U116149 L YUMAT OaNly fi.r. 1*9.9...f163)1197-119114 1e01 019 oS.1 P—3 - ------------ - _---- - - 1.41*0..1P.061. TAN - -- - ------ - ---. — I IMO } 'iw 1 lM l9. ∎_yf_ _ yy 00 >1 11 190 S h itq iH MI s h" • s -- . �I is is NMI.SMUT IS O 9e yL1 d 40 1N 0500 0440 0400 tam 1N0 N00 9440 3400 3420 3.00 ' S. W. BURNH L4 ET PROFILE wr. • OP, P+ GDW PROPERTIES X40 04 g. PHASE ONE CONSTRUCTION M" BURNHAM STREET PROFILE / C Ifliw .w .v%. :OM 09 DOA I Ogn 4 v 8 000A122 UMW Uwlliy Engineer wane roe try...(903)•t_090. 1001 04.0,00 M p_4 C .19/])/90 w 0.0•04 a.i. TAM • .. - ,r .1 ...irsti-741--; . Si: s 1 . .. h 'I•':ri'� vl.. rFF ,4.151 r. 4 ' . • NOTES: • ►ETER SIDE rx esO 0 pkre-5-1 i SMfET/NM i i 01.0 a4e..M'd..p:Cry 044(1 nmk w..f*.r..l 34.1.4 41..4. coma..f rotm.4 21.ano•. v. $l/IpNAPf Pl/N 3.M V«..4.t mania.on..0 a(TM blob.y.e.M.1".M I..coma...".1.M I F _ .;11 `y NM API WI.MEM ILD.1¢ NP,M IX 11*'.t;[N,." 001 a SMUT WAS S..ns iP•N..DM n..•.a...comm..«.arN..rn I.N■-..•P•.-.vwv.lr.• 1 / 'MM_ _ e'4x49040 1111. • milI 441 1w.M.�n.tJ0-'.i� MT xla..ls. «n.x M d P. CUM MSONfd _ J 0 I b=asMI,>s .sMa MT.l.e cod«v..4., JON15•40'O.G q„yy,VLINIL PLAN .POSY MEIO I. ./././,/ 5 va w it x14.wait'1.z.o:is mow.w,••mwm.+v•ww no.w w u SA. 0 36',4«4 J/, v.•.m+.I a.«I O. b�.sr. MEM f.S- .•..•..•E //// ..I.,�.an.•.44 4_.ans M 40.14 z'a A*".M.. 4.,4 na, • tnettV"90"14W05 sots • Nn NOO1µDS-' v' SM ••t,j1: /j// t r K ga.. mil'-'° �� -- EN3ND3EDnM •.•. /// :3: ot•••• I=CIL11"1a.:.i n I"r';., 5-Ti°"rta° '01:wh""�,= GDS.M AL)« - /;j/ b. -1-1/1'MT PIm��L f/} Fp�w M.a.r”Soo. _ 3'-• •C•AC 1(ufur l` Mt00.. (*1R 0*,64.4*N4..b-$....O-,1.M.I.w o��AO.Om�w-.04. - T-1/4'-0 OMAI0 110.0 / • P.E.a Or.bp"1 0...O w"•P....v.a.Nm rte-lip/:' or 1'uNlw Eno.SAL v .'-I la--o MEM ROM J'-°' //�/ ~ 1/•_i/r sa. M.4...M m"w a u.sa.�roa .«ova:w Aa COW.=SUMMAN •///� I°Y=..w. oak wMww.w Ia Loa*wa M Iu1.e.1.]0 N.«... �u2SC E'S.BI :e.=-4-...-'.--..,-..'.'a L /�j/ 1 II.IIW1 sou..«I d•a 'w... `.Im°'�.w.m° la.a s aw rya \ .,;••sx 6" EXTRUDED CURB ro..up:;«,1.° .N x.•I.•4606.ma.wan.a...t -►-I '.r /. m0 A... b P.M.. MM.p wb M a b1:.s N.1 I•..a< 1 1 N.I.S ...... 21.040.1 as M w«.«O"«0.n A.".A Sio Ora 063,-11 Me Lac IVMN OM..W ELEVATION r-m. r."•...... T.coMm.,.....ma c.a. *Mot.w.a M�..e. 0.1.�w".....z •a M• 0/: ►•' :. ....w.- ..•44.6..8 a..« , .0-.3 P* In. Pm.. ��:•. b .wtr...M. w«..1N.r..1. .4 .Om 014.«Na O..5444...■ WARM MN 101101 a MICE TO 10 MAN .•. by 1..r O. ro.e 0 .0...11 a raa.a .pwb4 I.1y•••n•M 0.Il.r 11MEM MORE... CLUND1¢FM RS.N0 A4 ♦ �f/J�'. '. a ron5. ...1.1•00 *0.0 10 b:.boom AI.M 4.a IM 24 Iwo MAR 1:MSO4 IOS1 0 IM ASIADA1 0 AMOS .morM • 141 mobs 41 su ..Now....of.".1 An.aw..lb.14.1.m s.. Me a..0 To N.0004. N MS1 COOLS a Maur MONO 3.--I Mom.I..PM...*I 04.N.ar.m 44.4.4 4 1:ar..Mt Immoo.�r NsIAW.nOR ADfO4AR 0.116401 ALSO ARMIED. . r. .. 1 1«PN1. M•w1.... Mom" M r.NAM. 1° DOUBLE eACMr1LL1sIN 5111140(1 AREAS 41 L..::.�mso.0.:11 MMOO)),0 44.. ..N b.lo"4444.....5.0,.y„;4ono s...0 a*4 t ( P w a N... •1.a.4 4 14 W«MM MV rl.- CHECK ASSEMBLY PO TO 14E:° 441414444141. "' ^ a m..w.«.0. M ..'...� .N.... S/9 ~"b b M...b.4.In t .«,...p.0 24 4444 M M".r ITNI ....4 a cappo:. E S/r n NO,ADAMS MM, Q.TMMrs..im.r a M.Cl ILL RDM Y SAM CM. by NM�w1 FI.N.a1 mom..M wY e...ri• 'a a.«I. 1a..rM.• 43 E..,....r m I.11 ab4b.r0"4 fa I...N .Mon St .am.!eats pmw044 PIPE BEDDING & ..«:mbw.''"':0.014 C.0 4""`..r)" .a.:.". :"` ....N. BACKFILL DETAILS •i41•a w 11•.14!.4....•41. TAW D:..rlm:...• ....•n MM. xl l 10 OAR..a WAVES N M POMO 4TR 4,604E NIA n PRPMIRO. At � AAA.AMA 22,:--„..,. .... ,_...TM �� Mo.. • DM a MAW TO Lax N090 1 I STAMM. I CODE SIMOMMS RETAINER GlANO .M1 .�•.. `rr .----1 11■0010.WAGE PLUGGED TEE PLUGGED MOSS ILON20N5M,0T14D E.F. soaa AGAPE. a S n M rtn �1111 �►OI0C� 1 .. 1„.."K YAM - PLUG OR CAP 1141051 RMAE 111 ' TEE PLUGGED CROSS (s1R11* SLOG �- ' • NOM( Pal OVAL) OMM.CIM r0 4a.ALL `�-• I.10.OR LATE C EMO r 10 ME 0 ACC.S.1.. ..OL5,I.MED[ARM 91..15 N MC WOE.MAU.CENT...4-020.e'11..S-1/a'0V0 *REM.O N 104Er•.N MM E.�P 0410410 OEM a JEW AIO ACRS3M 5. tNNM-MO,l PRM11 10 AM DEPARMCNT DIE J PMT MMi.00T.I'OnPFR nI NOSE rMT.C°ai0 LEVI.W�EO1:1R/3iL�l C.IY°CR .ACTUIWAL L CONNECTION 1 ENCINC0.N EOM 'PU MAMA .5MIr1�If5 15 NI R,laranG SNMA SE I.OEPT.CMRICnw MAL MM°..COO,AMMO.PACO VIA M CLIP.laDOLUON. O. N.A.APMO • t[O.MIm LADDER r/E%MTON PLAN t.• .11 N01 SIAM M RMISMOU I3 RARNO AREAS AT"1150 9WL R AS RDICARO AMOK MAT S ATMS.M..TO 0001.1 10 M TEST CUM M SIAM MAN PRSLM s ALLOrARE sot STR>5(0)STATED N PA p[d4 -� 1 =L MA.I4 CPMCnpr YCmcn (Mro1gm w fN010,1) Nu:-1/Y M MNAO 1 AMMO AREAS AIO WU..RORMO CCM.INC.M PRAM 1* VI '. E ENDS MTN PPE4*O5al MMIND*CAS 400 ROaN.O OCIA..9O.M M xNw sAM a 91ErAEx auMEO-[NNE c..s r ms s*Awuro NSAI NMr,D AMA a IIMIST ROaa N snrt M LESS '_ CnK.e‘." ,1.1 0041940.¶1* FOP ADS ER[Ni n J SOL KAPPA -� DM3N COMM + MASA*0%THE FOLLOW.MU.. -111 I b a 0101. NARNG MEM.(TEST PRES4INE/150)x(1500/50.NMM0 METE) VALVE a.0. �,II 11-'Pj•I l I M=== P1M16 r(1A&F VOLUM COVEN MINN ROOT NM 1a. A R[P11100m 22• Aal"WOK..MOIL : 0'3034 PVC MIA (N) W cross AI A7 I1, .'NJ x W(LMGM ` OOMMIWIf7il7ff7f1L1o0 VMIS,G AL P 900. _ •.l FIRE DEPARTMENT WOO LUG Au PIPE ASNTS e'' / ELEVATION �.. 0 l NF r A.'0 , ,;,�,;.;;, CONNECTION DETAIL �II1Fd7�7�I1•Laa�ININE�t;I� -1n ros a 1_10' 1 C01MA01M TO INSTAL �7t IIF�iCII.7F57ElfDR1r'T7t!i7fi7f1• /•'MAM ROC. `al i�� �� a COMPETE 4.0.51)a. GMTACI pM,RKT 4011 34.7.(. KL7�I7•�7.5I1•L61ILLI1<:I7tTs \�.•••11 MOS.1tx•INCA ROW. NA!mlarlcAllws )IIIIVT7i*LI♦GII1F9EWNIN SIr271 944944- 0J _-II M M.MOUNDIMRR EN1T. 800011 SMnN It17i0MMl d76)1*.115Ldl.I7t11• S,ANDMD C.C.4,ER STANDARD THRUST u tinter VA111 M•EOM SAMOA Nn AM 147 9'900) MILL (SEE PLAN PA NAM WM 5uE MM I.D.C. riMpll f.O.0 CAST.uM BLOCKING DETAILS AM • 1.MEAD MOM.TO N RmO(MM TIM 3/4' 570-WA OMVANAO NOS MAO INSTALLED NOM 00 AREAS <�t L.!. ' S.AJINT POMO.10 M rM RANGED cwocnc.. I��E*-90! S� APPRO.ED JOINT NSTIIASMM aM0(xEGMUG)M J/4• I•L7EEN.•.� taman.,._IInO� OMAITU OMVANao tM. 1 E'. ow I PM GDR PROPERTIES DOUBLE DETECTOR CHECK sr �" r,Pt.N-� PHASE ONE CONSTRUCTION STANDARD FIRE HYDRANT 34441411 N NA WATER & PRIVATE DETAHS DETAIL NO.101 VAULT & ASSEMBLY NR SC/A.F. As 5.11.0 I Nat 5 a 4 A.1.1 [W.I:/J1/03 00MAID I.WM/a C..WU.4 YM1r.a N.E.S. 1.1..34.(SOD 011-3944 4042 Com3r OM M P-5 1A•D.....Morn .1034 ..•t •.t; • E• Of CURS A� 7 0 . .. r NAT.mADE 1.--1-1 as y■f SS'SICEWAIN 1 NAT.W. r DAM n1Y1B� 1 aM DN,R. Pro/. -- •ron1 t I ''� 1EE MM■6 MO 7 r-r �Ii ,,,_u V;V: j� V• �j/////d L QM �\ 1 SDEWALII ADJACENT TO CURB /%H//////rl!''%////// .... l t].•' 12.3' 7' I I.CON10R1E PAL R 1000 PR WON L DAYS a SACK ME, MIM -.•• S.AMM'it PLAN 1 »- { PR 1M/coo, i.PAWLS>.LIP N O is 1 ,TO LOWS O.. �W O'OrQ �� yy]S�E((vv snryry�O[[ yg11.pN1 A-J [DAPPOI JONR ro R PLACED AT 9025 R C1.1.0•7 M'YAMPA SANCUT AND%AC[CIXD b11r t. .M NY 0.0 IIEPNI 0011.3 NAY R REDUCED NM PR. APPDDAOES.UTILITY VAULTS 1007.0 11 SIANPS.•Al - ,=r�� APN 0724.1)05 TS OTY[NO1m1 llW1 NOT TO[1C®TO/Ql. RESIDENTIAL LOCAL STREETS -1 ADYJNE TO C11M MO REV Al M SAYE nC--•O'-00{L)0 OOLOA R, ("""�-- 2 C.OICIE TO NAPE a■RAIMIO S11RNOm K IOOC P.SI.aPTEA}!DAR •.1•■AS M CUM.M 1. RT'WA MN 9111 R N-i(t-1 0100)ADDIIEGR•AZAOW n071p1 JOM2 MTN A YEl 1/11 WAYS ' [ANDIN . S OS IS D10 PACE A LOY.n1000sS r•Now5Awp IN-P .LE o°1p1•T ELEVATION 8-B I R.000112 201 7 PAM M USED W•WM. WOOED A•POI1101 0P MINOR COLLECTOR STREETS AND At EA.CON* : rA11D01CT 7 M 010 CI INLET PPM.0075 IN W.I.MIIIY 1.IL 33]MALL R C. COIIMERQM/INENISTRAL LOOM STREETS: X 7 AT EA.COD JONi •.THAN 101073'N 21 S 9CLL R°WNW 5.DAM 28 •— J i it[A.LM Q MA.. •TIS APO TO MlP l DUN.R PPE.•![AT 011 SIOC COIlRAC1ICN AC-..0-1/V-0 CQKIK O S ET • 'L A IDCATI.L WCESSA.70 1JNK SP..TO N RV APO TO R PEALED OY(N PR. N-1•(t-t O'-07 A01RGR 4.32200 ' W-r ASPNALTIC NIOETE 10tH N 4Q D MTN A 1,2,41>a„.1171M,0007 11.20700.N.Ot,DUMM CONCRETE SIDEWALK MAJOR COLLECTOR STREETS: 2•ar CDVKTED)/r-0•ADDIRGTE N.T.S. AC-V AsNJA,DC W. SECTION A-A •. �1K1A�p�o -o•(101/3-o)0.0.0..NOM I s mE az o D/�"....NTMwNi:i:N�1LASi t-.n..E. PAVEMENT DIG OUT 2 1555 JOINT 222 OEA DIO1N.0 JONI OM A MMIN t/t•gums } •A or1 0TSS t 1 O�..101CPAAA114 n.41.a A1R07 RAN DE M L'UR•. REPAIR DETAIL ] YNNSON JOINTS MALL R 1/2'PRINILDED 2110027 OPNE.ARO •. .ANAR BLOWOUT-J ON.PLASTIC POE. Ie-� SD.PLASTIC PIPE S NTN C LP11 KM CLAIMS �Ni Cqt[PR1Ln N.T.S. A,NIIAL W[OVAL E,TNDND MO1 911220E TO me.O•AO. M NM Sat,WI KA MY'L Ir M f3'O N:4 IRIW 1 COMMERCIAL DRIVEWAY DEP.DEP.p N T 3. CURB AND GUTTER N.T.S. A A ,,, •;-E a1• -I I-1°IIIllilll. i-J E/r n >b n.EN O 3 NNE SECTION A-A "°' ..A.'e� R A SOLE MOORAN..•a 1.1►,MOM=COO' Ell 40. -_!yl, 000 TO.701 M-1 PLAN NEW s/.P [ Y -`�1 a.M \I■ ■ �®I�IIIIII r °o°ec°oOoo M N'9YI PLAN Li>R�■VTII�. No•B.3' g•� r-r e 2P.,. Y s o a I �� 9 I PLAN ' 1MIES •i CO .•� uuuu111nuu11I •- a '° a 1i 1 IIIIIIIIIIIII'IIIII A w°°•� — �` •Mairj i ::: ::IIII 1iill 1 _ A fIII MN. SECTION A-A sECnoN B-B .a III "11111111111111111111 't „EPN1°WIN..,D.,04•.r 10 1 E °Or MAW PO^t,•1P•OF I11I1I11I0IIIIII11IRI11I : w1-� _ AA; . 117 .001.004,ON.*AU M 11.20I:r N.1 r.•aA.R.a.�N1..+.•• __ I • S Sy. Ram 1M'' 3A-a f'PUr ..:. I.;.P;i.�..'A PLAN EAW DR SECTION B-B ;x'y +'. y. .,.. GUTTER & CUR :•,7.• (.,:.t<'::►•.x CATCH BASIN (CG-1) NOTE: • 211220 AND ORATE MATERIAL SHALL BE Ml BM STEEL OR APPROVED EQUAL. ADDIT10NAl 11NCIDEE55 AND REINFORCEMENT SNAIL BC RIMMED E0 STATE NIONWAY APPLICATIONS. HOOK BAR DETAIL , CURB & GUTTER CATCH • ; "L;.' D•E''� • GDR PROPERTIES moo yr ow PHASE ONE CONSTRUCTION BASIN FRAME & GRATICCG-1) GUTTER & CURS ■I. .■. DETAILS CATCH BASIN (CG-1) 10 ^041' YAM 4.%I40N5 I 1•QI II [>r.1=gy ■ DORYD L RUIRAE Ca10W1N1•Owls., P-6 • Tom*ISO)17-3064 1307 012 o►M P-6 La.D,oyA Croon PTO. -fib,.. I EROSION CONTROL NOTES • hvaow o1 1111.nos./.dW11.14Ib4 contra(Cr)pM do.. • N.[SC 1«1111l..mom at 11111 plan a.IN 14444,44,. ▪ 444.01.1..a.ao'e of p.m.ml a..e w•.4...*bp repubeonents b.410441...De<mdIIM. During IN It WS r.194.4, .411.0111.11.l b..etc)0ar.fnlrkla.Ctamw. � 1 e.ad IMP.slam nenl..a ae M:e.d 10 ESC -•• • p..,...„..,....:..:...:...:.:......•_ M wtananc.raetocem N the.ESC Mme m1. eC too..I emoTThe aN ll.wham.necect.10.444..11 PPP isti;.ex.ytii ly of mmwwka. °v<I. ESC .ESC Io< kmf/ .�,.d� ,P ; . `wt 1 a m l .elf.. d bn.ltan0g. �,_. ^041 �. .? •ee ti•r �al e1.`e4 at i 1144.1 oil.oho.m In.won oa manlwl`rail....°' an.a month a set.the.home � '' ▪ faclgrog.. cmNauc^b,. Owing 11 <• IM1 bn abed no e.b�em<. yon Me aaay Mie.44.a e1 PPP/ 7, �..PE uEnl UN R Ira .m .ma0to AI 111 tool w..e.4m m P • TneP1c al Ton apal<mi/om1.e<.>la n•e°m a..n.,w< "•a ar Ih• • a.�m e M e w.„wi+ atm eer. one ,PPI P me. • FA LL-• 1[P conjunction a .iuRlaea.sw�..a hvoepl44m s MUNw. wR Min rq�fm eMd�~w.e.s•.m4l pW nl.a at nto I.adeaa.Nr.an v (!tl nnPOa..-ZS. .` ...ant bemb •.144.4 1 442'W.ed� -•� GRAVEL & WIRE MESH INLET BARRIER •"e'°"°0' "4'"."°o d vis on.adaa I . 01 a 1Ma.an�a«l b moo R 1{ ry !� paol�le•pm 3o l�aplY 0•00/0.1•00.a1u eat.. 0.0., /Ne11bM mw.uax Me l44flat ells 44v.111.1 0 M 1./'ae./fIS 24444 etth FIGURE 3-7C 442.1«..vs wpm.. ,are a...at..1<..a e..tat Iran or lma4II.4 • .el awe. at u.anti at-Ha co.n 1 ruclb. as away, 4.44.1 a 44..44 Rapp. • i 0.• "a« ~m _�.4I •447 r 1.114110 ry AW m.....aatn w a h o F .lr l )�«4444 (a d1..1M dlele.n maa.)mar. an or. 0 Ha emacn o.a(pa lx 1.,..44 a m,44.24.4(•\rn meawr« S.uwn ebl+ .fa 3.3.0).a i 1..p..2k l :lh 00 411. >TPi GRAVEL CONSTRUCTION ENTRANCE I111111I \ R DETAIL 3-lA CAT61eg,M 4+OWI.AYA:RO EROSION CONTROL MEASURE SCHEDULE INC IMO 910171-hN1 w UNl.wax MO NM.ASIMO Or IX.0RCNt AVM. M CRAG.CONS111UCIU4(Rn.I(£(r1G 3-IA) X TEMPORARY BIOFILTER BAGS SAT MRCS AT TOE TA PRaouO p IMUNRO APE.(no.3-3) DETAIL 3-7D NET PPOEECTIOR RO.3-7C NO Ra 1-20 . • PARKING LOO OPA1110 X UR1171)MTAU.AIgI•MCMNC 001RT. X ALTER rp(Plt W11111N M'1110F POLLS USE STARES S T M O 00 10 SUPPORT FARM WPM•PAI1M0 LOT PAWL N FABRIC 10 POSTS AAO/d1 SIC MJPPDIr fAMPC LAIOYX(/STARAWS M1IMBCU ARCM X FRONT NEW reT2'1•GANW SIDE NEW FMR1t OR SCUM A 2101.004.0 IMP!•MSC p p MATERIAL f II 11 rnr NT 14 GA PwE 11 I I FAARC 011 EOM..A REOUKD D Iyyyl��aaa�t.,,.r!...����`E�(��.[���III I1 � a YPGRART 3-70 BACf 1 ed` . b PER 1121111E 5-10 '1 �--eU1ra.PI p ENN 0.11 1.M[P N N PFMCN a-R IF- 11_1. r,.•o,. I I LI `3'er x'!21.Pw a SI[a«KC P05rS O KR YOM DOS Or 23 I !A/PC plAlSl GG9[1STRUCROl1 . FT SO,DADS OF R nAIRO E aCC ATI 3-IA} ,AY l0� SPy 0� \• 1111100.' � SEDYIENT IERPNG PER 1IGURC 0-2 53� LNN MCC 50' R160M[O— l n 1 it rmaut .'„,,,2111 , rxr POSTS{ .. .. ,•- •—.0� �ttcti�i• MO AITAa TOP NEW 1� I II ,......=4.44'—' -'—'—' ___ 1S' 21 ROLES: GRA L t RAPE IIESH T t ••.,.•� 1. WLICTIC44 OF 21AMAFLrtH 1TAWOICM OF UK CUAW NW 2 MRSING STREKTA PAIR },G a� f�P� ::x25 RAW: '.aA ��I �.i' i�j/ W1P CA1p1BASNS RCYO� FIIl i.VILDING T0:. 1=UILDING x. MAT YOTTp1 CP WIN RAM11C 11'ICRMJILT MOW MISTED GRAM 07 i•:E R MOVE.:.•. ' WO :• w a a.v1ow01i.E • , •AIID(LADS PUNTED I F• . 5. 2'X x'PR,PN1 a/1121 FENCE POSTS RR FM ^ pnv 5 CTape � I ❑ I •.04440411.24 501000 LOOPS 70 YE NSTNIED WALL 110E Or 40PL�. 1 I ) 'WIL r s RETAIN BUILGIHG BUILDING TO o rjpO R�AO�D _.... .. (j: DETAIL 3-2 1.042 lRACE tA%LO' %WENT/CNOr1G PER 11GURE 7-j TAB ,.Ir w. n CDR PROPERTIES PLAN ISOM ~ PHASE ONE CONSTRUCTION SCALE)_� 1.11 Mrt EROSION CONTROL 1I q`n1y� nrAlµf SCALE, K S.OVN I M(Lr I Q I `O L DONALD I.NU1S11 CoosukUn.mi•a.Rr op...yr 111 12/31/02 r+1.P.1.(SOS)Nx-1114 1502<amPY C..a Rd E—I )M.e D.•en. •ym 01034 r all Oa •al r Al y I , of 0E1049,71 POND t/.x.l°� t^� ill. 1 Vr SSpO ]/.0 H DOWEL XIII . .2..1 .0 All■ • U II 18 1O A� 8 19 20 21 2 23 21 25 29. 27 mow ~ f.,..,...e. Mg R . •i ll ee ��o �p . �,�� ° � ° � ° •Iiiir•Mw • =STING BUILDING / /�• sEve4wWiED •1171Y'- ....1.:.." -1I. IllIA6RRlit,1 sP w ••'�POSED BJ71LDI C tax�5 / ryy .^,u w, ' at% go' 1D - -F. 1578 ,,,, „,,NtIrT_ TitL F.�EI 161.9 H 166 9 /�` R w V .. • A/'-+P I,, h.'/' +. 4......, L i..s” 4, tom c X u • •I P T2vT/N'.:--?.I1E-.*MA• +fP1 wit.,1°• rvileI** M11,r, 'y I 6VILVPS*F12,1111MTV.` 14 144 P.F. "14,1444.F i taw.14 1,44 xn•a►•IG9•�i1) • III. FhKraxs-_.- e: 18�,2:169,P, I L�P.rlers Or-THE.3'I(�'�DGD Ii.__ � ',1 Ler a/epee: ,qty=-re .x fl F H i A U m I terwsltn—I&-_——iil1.w4F•ti3-r,'• AR(Ali�(iUAt I� rhiA 1 _ Itl(ORDpt D P i -. . _ !I� SCALE PLAN . . • II 1 • 1 o? OP 01, PI MI p •Me I 19 INF (705104 o[1mt1011.vo 444` 5 jo_ P151N9 ADS�tt }�y �Id�/ y I ' / , " 381..,'fNror*r une 1, ,.,.. �.,., '1 .M. {- Pit; r'-I 11 �r• .Y • `•' 1 2 ] , 5 9 2 I 9 10 11_1 1-- 15 16 Il/ I9 1B 2a 21 12 22 x 29 20 31 ]x i®e� —, I ' �� c c cicic• . ccc 9 ,� � �I lii i _ /o /o '9.91,,00 ; J. t BUILD a .Li .-—. P t t iyr; � ame.n - Z ., I 'I ip-. 90A ,wo 440 U 9 sar EXISTING BUIDING P''POSED BUADING ill t r9[tiss':IoIgL.••p •F\ pow A MANMdI A ft/LP/4A F.' EL 168.9 F.F. EL 159.9 •t 42 WI �11i. SAN ie wnr•eh[ .h`''� U)14199M9.III1s; c c -•%1 o ellia1l Gh9 b ern•6*Mee 1 t i.B_f • IIA'I 440'0•N11•a . .L. ,X11 l "_— IAA'– ly I. _ TOTAL 517E ARCR.• 4a,5?ZAP• - Pl1CKIdd 1447,.7 'L 1 - rvU 2 2 Iaivr/R(NTV. t9I SGOS,F• 9 4.,--�5 s�gr Mr�)f41.+� . ill t'�RKIK®�j O'VIGgk4 m.�EB`'''F _ %.01 .• 8 ii ! oadihr oPiti: 1,kM f1P=10.60P A#L. ,x,,09 .3 m1ulMOI I9� FK 2 E SCALE 1..20r i : 934 11 2 tl , 1 r i I I t 1'Px a y I AI Wyatt Fire Sprinkler Project Summary The site currently has 4 buildings on the site including the offices and warehouse of Wyatt Fire Protection and an auto service shop in the northeast corner. The project will be divided into 2 phases. Phase 1 Demolish the 3 existing buildings and retain just the northeast building of 3, 584 s.f. Wyatt will temporarily move into this building and the auto repair shop will remain in the building. A minimum of 10 parking spaces( with one ADA will be provided during construction of the phase 1 building. The new phase 1 building will contain 10, 560 s.f. and will be a rigid frame structure with prefinished metal siding and roof. After the Phase one building is constructed Wyatt fire protection and the auto shop will move into it and then the old 3, 584 s.f. building will be demolished and phase 2 will be built ( a 4,800 s.f. metal building to match phase one. The buildings will be approx. 23 feet tall to the ridge. The auto shop will remain in phase one and Wyatt will move in to the far northeast end of phase 2. The total building area of phase one and 2 will be 15,360 s.f. The bioswale and driveway and water detention area will all be constructed in phase 2. At no time will the new buildings contain more than 50% warehouse space and will have a minimum of 50 % office space as allowed in the zone. • lac C— /) Gv A rAtiD C2UlL,P114 ' • 1 BAYNCAMENTRUM y • i PORTlAtCOREGON '7 �Cd OF 0% 111---moT • • 0 111DTPD40:dle,°41-1CDTT 3 r ` 6eofeJ geF0 rt DONALD L. MURRAY CONSULTING, INC. Civil Engineering Services Telephone (503) 697-5984 1502 Country Club Road Fax # (503) 697-1009 Lake Oswego, Oregon 97034 November 23, 2001 SITE IMPROVEMENTS GDW Properties PRELIMINARY STORM DRAINAGE COMPUTATIONS Prepared for GDW Properties Attn. Mr. Gene Wyatt 9095 S .W. Burnham Street Tigard, Oregon 97223 ,kccS0 PROF£ 9694 I .17 2 a OREGON r 'Lg4O L V° The project is located at 9095 SW Burnham Street, Tigard, Oregon. The overall area is 41, 646 sf -or 0.96 acres, and four buildings which are to be removed in two phases and replaced with one larger building. The storm water currently flows overland to the west through two routes. One is from the asphalt and roof tops via a piped system to the storm drain in SW Burnham Street the other route is across a lawn area to asphalt and then into a catchbasin. This set of calculations is to size a bioswale and storm detention facility so that the after site improvements the 25-year storm drainage flow rate does not exceed the existing the 25-year storm runoff maximum rate. We will use the "Stormwater Management and Design" book by Dr. Ron Eaglin the associated "SMADA" computer program with S.C.S Type-1A rainfall and "Santa Barbara Method" for computing the hydrographs for the 25-year storm drainage flows. From the attached materials: 1 . Washington County Soil Survey and Map 2 . SCS Runoff Curve Numbers 3. Inlet Time Computation Spread Sheet 4 . Rainfall Intensities and 24 hr. Storm Depths we can determine the following: 1 . The soil type for the drainage area is type 1, ALOHA silt, a type "C" soil . 2 . To determine the "Cn" for the pervious area, we noted that the area is presently lawn in poor condition and with slopes (2% to 15%) . Thus for soil type C, the Cn for this condition is 86. 3 .To determine the time of concentration we used a computerized spread sheet using sheet flow, shallow concentrated flow and channel flow. The sheet flow formula composed of Tt= ( .42* (NsL) ^ . 8) / ( (P2) ^ .5* (S) ^ .4) , and the concentrated flow formula V=k (So) ^ .5 (see Average Velocities for estimating Time of Travel) . See attached computer spread sheet calculations. WATER QUANTITY The PRESENT CONDITION, 25 YEAR Storms, time of concentration calculation sheet shows a concentration time of 7 .5 minutes to the predeveloped -and 7 .7 minutes developed AFTER IMPROVEMENT, 25 Year, computer calculation sheets shows show the effect of development on runoff and the correcting effect of the pond by using the SMADA Computer program and selecting a pond with 3 to 1 sides and a 1 . 56 foot depth, 'we get the information detailed on "POND ROUTING" and the attached Hydrographs labeled for condition and the associated computer listing of Time, Inflow, Outflow, Stage, and Storage, list the variables over 24 hours of the typical storms . WATER QUALITY Water quality is achieved through a Bioswale, 2' wide base, 240' long and at a 2 . 5% slope . The attached "Biofilter Calculation" spread sheet show the calculations for sizing the Bioswale. The Depth for a water quality storm is 0 . 13 feet and the required length for 9 minutes of residence time is 114 lineal feet. The depth of flow and velocity of water in the bioswale is figured for two different n coefficients . If n = 0 .25 the 25 year- flow depth is 0 . 5 feet and the velocity is o . 45 feet/sec. However at this depth the n is probably not 0 . 25. A reasonable n for a weedy straight channel is 0 . 035 which is the n used in the time of concentration calculations which yields a depth of 0 .2 feet and a velocity of 1 . 9 feet/sec. The actual n varies with the quantity of flow and subsequent depth, but the velocity and depth will fall between these two depths and velocities, both of with are acceptable. , ' IL/ •' I .4.." •-..-..) • • - •,....--..) . 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"i", 1 •,. :.'" . 10,,,,,t, -0 ,,..;114r4.1',XT.0...',',..,.4'..•''Ir,'• .. ■Sf.t. -,,'(.. „ • - , .-- ilei• ..02.r.,iffacitts..540.. , c„...4k, ri.,••' 'r: 011.4.70. . .6.,,-, f,,,,,..% Iro,,, - 41. ■ .0., •-•',:lr.-41■'.`'"4"•,•;:,...•_1'. .,"-:..1‹.4:„3,•-•, ,.. ,. ,....4,1,...., ir1,1114,,..i. , .4.■ rzt.:' :1,.........:_ ..,--c,,,'A.j,...,/ 1,,,,,i. _..:,..... ..,,,,. ,ch.Aeirk.i. ......._ . .T . ),.....) ‘A-i k'• • • 4s- t1(lc._.g_.__ ._,_._., •, .•__-._A1 tt_.c _. /-,.,.5.sv./.;,,.:•4 11 AN.-4.'F,.,..--•, . ,1-50,....e. 10 22" . .." .. j1 If1B .•..... .112C1,0.,:,, _.1_,,,.±.1-37,..1,33,-,.k.,,,.' id(;9 2 1,t•-c , 4B'A 6.t. 1121•A;--:,.-...._-• _..I.-,-";'_iI tt,' 374-A 1-- • 120 SOIL SURVEY TABLE 13.Soil and [Absence of an entry indicates the feature is not a concern. See Glossary for descriptions of such Hydro- Flooding Soil name and logic map symbol group Frequency Duration Months Aloha: I C None Amity: 2 C None Astoria: • 3E, 3F B None Briedwell: • 4B, SB, 5C, 50 B None Carlton: 6B, 6C B None Cascade: 78, 7C, 7D, 7E, 7F C None Chehalem: 8C C None -- - Chehalis: 9, 10 B Common Brief Nov-Mar Cornelius: 118, ' IIC, 'IID, 'IIE, 'IIF: Cornelius part C' None Kinton part C None Cornelius Variant: 12A, 12B, 12C C None Cove: 13, 14 D Common Brief Dec-Apr Dayton: 15 D None Delena: I6C D None Goble: 178, 17C, 170, 17E, 18E, I8F C None Helvetia: 198, 19C, 19D, 19E C None Hembre: 20E, 20F, 20G B None ---r- Hillsboro: 21A, 2113, 21 C, 2 I D B None Huberly: 22 D None J023B, 23C, 23D, 23E, 23F C None Kilchis: '24G: Kilchis part C None Klickitat part B None Table'2-2a.-Runoff curve'numbersr for urban areasl'- ',1::'."- Curve numbers for Cover description 'hydrologic soil group—• . 'Average percent . Cover type and hydrologic condition impervious area' A ::B C D Fully developed urban areas (vegetation established) "` T''t7' • .N...9' :::17' ) .:-.-r!.:•,.:• . ;t rlt.i.t Open space (lawns, parks, golf courses, cemeteries, ;:,;.t;-1 etc.)': Poor condition (grass cover < 50%).,•; •r;,:_;i 68, t',ti'.)•:n•?9•.!,ti;;i.t' 86 ,,,89_,, , Fair condition (grass cover 50% to 75%) •1,.. 49 69 79 . 84 Good condition (grass cover > 75%) . . 39 61 74 80 Impervious areas: } • 1:.,t,I7) • Paved parking lots, roofs, driveways, etc. .. (excluding right-of-way). h.•-•.. 98 • ' 98 98 98 Streets and roads: - Paved; curbs and storm sewers (excluding ') • right-of-way) .. 98 98 98 98 Paved; open ditches (including right-of-way) - . .` :�':; 83 v::: . 89 .•. ::. • 92 93 Gravel (including right-of-way) ''' '•r' 76 . 85 89 91 Dirt(including right-of-way) 72 :,82 • • 87 89 Western desert urban areas: • Natural desert landscaping (pervious areas only)'... 63 77 85 88 Artificial desert landscaping (impervious weed • barrier, desert shrub with 1- to 2-inch sand • or gravel mulch and basin borders). 96 • 96 96 96 Urban districts: Commercial and business 85 89 92 94 95 Industrial ., 72 81 88 91 93 Residential districts by average lot size: 1/8 acre or less (town houses) ' 65 77 85 ' 90 92 114 acre ""• • 3S 61 75 83 87• 1/3 acre i :''1 30 57 72 ; 81 86 1/2 acre t•'•,'•*` 25 54 . 70 80 85 1 acre . . 20 51 ; 68 • : 79 84 2 acres ••.. 12 46 65 77 82 Developing urban areas • Newly graded areas (pervious areas only,, •no vegetation), t'•... 7? 86 91 94 Idle lands (CN's are determined using cover types , • similar to those in table 2-2c). it, tAvcrage runoff condition,and I. = 0.2S. . .. .._ ,. ,. ;., . 2The average percent impervious area shown was used to develop the composite CN's. Other is umptiuns are a.4-follows:Imperviuus areas are directly connected to the drainage system, Impervious areas have a CN of 98,and pervious areas are considered equivalent to open space in good hydrologic condition. CN's for other combinations of conditions may be computed using'figure 2-3 or 2.4. 'CN's shown are equivalent to those of pasture. Composite CN's may be computed fur'other combinations of open space cover type. 'Composite CN's for natural desert landscaping should be computed using figures 24 or 2-4 based on the impervious area percentage(CN = SARI and the pervious area CN.The pervious urea CN's are assumed equivalent to desert shrub in poor hydrologic condition. ''Composite CN's to use for the design of temporary measures during grading'and construction should be computed using figure 2.3 or'2-4• based on the degree of development(impervious urea percentage)and the CN's for the newly graded pervious areas. (210-VI-TR-55,'Second Ed., June:'1986) 2.5 • pg.& GDW PROPERTIES INLET TIME COMPUTATIONS EXISTING CONDITION ACROSS LAWN SHEET FLOW FORMULA WITH n 0.24 40 L.F.AT A SLOPE S = 0.0375 P2= 2.5 Tt= 6.03 VELOCITY EQUATION (King)V=k(S)^1/2 SHALLOW CONCENTRATED FLOW(FIGURE 3-1) USING A"K"OF 11 90 L.F.AT A SLOPE OF 0.033 »VEL. OF FT/SEC= 1.998249 0.75 SHALLOW CONCENTRATED FLOW (FIGURE 3-1) USING A"K"OF 27 155 L.F.AT A SLOPE OF 0.0172 »VEL. OF FT/SEC= 3.541017 0.73 TIME OF CONCENTRATION IN MINUTES= ALTERNATE ROUTE EXIST BUILDING ROOF THROUGH STORM PIPE ROOF INLET TIME MIN. 5 MIN 5.00 THROUGH PIPE 320 LF (EST. 8"AT 3.1% 5.6'/SEC) 1.00 TIME OF CONCENTRATION IN MINUTES = 6.00 DEVELOPED CONDITION ROOF OR ASPHALT INLET TIME MIN. 5 MIN 5.00 IN PIPE PORTION OF FLOW ESTIMATE VELOCITY 3' PER SEC 120 L.F. = 0.67 OPEN CHANNEL FLOW USING MANNING FORMULA Q=A(1.486/n)(R^2/3)(S^0.5) CHANNEL SECTION 3-1 SLOPED SIDES 240 L.F. DEPTH BASE AREA WET P. HYD. R. HYDR^2/3 COEF. n SLOPE S^0.5 Q= TIME= 0.2 2 0.52 3.264911 0.159269 0.2938249 0.035 0.025 0.158114 1.025682 VELOCITY= 1.972465 2.03 TIME OF CONCENTRATION IN MINUTES = 7.69 INLETTIME-Wyatt Page 1 MN En EMI IIIIII Mall laila NM 1111111.L. irsMa. smout miftem Nowa ......... .....■ ..--- - _ _ • 3.5 4-.0 Id • ' ' !. • .::..ii.i.i.... ,• 6-" i-c • gi ..•A :: 1f) . 1.i i . ..0 :•: ' 4 ili1-1 ..c• o_i i-cr, '4.22 -8 , . 6 , • , • .,:„ . ,• ...„. ,,.,.:... 3.5 , • . r-,.) .'.. ap.'4vm.... .!...:Y",.13,A3/.11"' 0, 1.1-.0 --I ..: • LC ... 3:,:11914z,:,,,z-R - .Nyr-- it•5. 5 01 1 *0=r21 'I L. 1 i i-soli L. t. 1)....,.. ......„\.,...,.. .L L. i Portla.ncl I . lsboro : Gre- • am 1.17 I `-,...-z.....1.-.1 t, . . tx67: imot•utt co. •— . 1 .cz01". • 4) : : villwr.. °A - ._..........._; ______•• 4..5 5.0 `••••••• 1....) L., t a6. .r-• .z in 1 .? Ore§on L....,, .4 . .., • L.___. • CitB • • --1 -..r .t..- 1 ( - \ L_...r. .. I- . ....-A.,--•"- .. -) . . Figure D-12 25 • t.tfog r —.1 if.0 -Year 214-Hour . I .v o•-• ._.1 Precipitation (In) •-.4? ' I • .7 • . . ) L Div P'rOpQVT)Ps - &x,s7• (o fide . Hydrograph Type :Santa Barbara Met 7 . _ J yla f Sfo✓ Time Time Rain C Rain Infiltration Excess Excess Outflow (hr) HHMM (in) (in) (in) (in) (cfs) (cfs) 0.250 00015 0.020 0.020 0.010 0.010 0.038 0.019 0.500 00030 0.020 0.040 0.010 0.010 0.038 0.038 0.750 00045 0.024 0.064 0.012 0.012 0.045 0.042 1.000 00100 0.024 0.088 0.012 0.012 0.045 0.045 1.250 00115 0.028 0.116 0.014 0.014 0.053 0.049 1.500 00130 0.028 0.144 0.014 0.014 0.053 0.053 1.750 00145 0.030 0.174 0.015 0.015 0.057 0.055 2.000 00200 0.030 0.204 0.015 0.015 0.057 0.057 2.250 00215 0.032 0.236 0.016 0.016 0.061 0.059 2.500 00230 0.032 0.268 0.016 0.016 0.061 0.061 2.750 00245 0.032 0.300 0.016 0.016 0.061 0.061 . 3.000 00300 0.032 0.332 0.016 0.016 0.061 0.061 3.250 00315 0.032 0.364 0.016 0.016 0.062 0.062 3.500 00330 0.032 0.396 0.015 0.017 0.065 0.064 3.750 00345 0.034 0.430 0.016 0.018 0.071 0.068 4.000 00400 0.034 0.464 0.015 0.019 0.073 0.072 4.250 00415 0.038 0.502 0.016 0.022 0.085 0.079 4.500 00430 0.038 0.540 0.015 0.023 0.087 0.086 4.750 00445 0.042 0.582 0.016 0.026 0.099 0.093 5.000 00500 0.042 0.624 0.016 0.026 0.102 0.101 5.250 00515 0.046 0.670 0.016 0.030 0.115 0.108 5.500 00530 0.046 0.716 0.016 0.030 0.118 0.116 I 5.750 00545 0.050 0.766 0.016 0.034 0.131 0.124 6.000 00600 0.050 0.816 0.015 0.035 0.134 0.132 6.250 00615 0.058 0.874 0.017 0.041 0.159 0.146 6.500 00630 0.058 0.932 0.016 0.042 0.162 0.160 6.750 00645 0.070 1.002 0.018 0.052 0.200 0.181 7.000 00700 0.070 1.072 0.017 0.053 0.204 0.202 7.250 00715 0.084 1.156 0.019 0.065 0.250 0.227 7.500 00730 0.084 1.240 0.018 0.066 0.255 0.252 7.750 00745 0.230 1.470 0.044 0.186 0.719 0.487 8.000 00800 0.230 1.700 0.037 0.193 0.746 0__ 732 8.250 00815 0.110 1.810 0.016 0.094 0.364 555 8.500 00830 0.110 • 1.920 0.015 0.095 0.368 0.366 8.750 00845 0.080 2.000 0.010 0.070 0.270 0.319 9.000 00900 0.080 2.080 0.010 0.070 0.272 0.271 9.250 00915 0.060 2.140 0.007 0.053 0.205 0.239 9.500 00930 0.060 2.200 0.007 0.053 0.206 0.206 9.750 00945 0.054 2.254 0.006 0.048 0.186 0.196 10.00 01000 0.054 2.308 0.006 0.048 0.187 0.187 10.25 01015 0.048 2.356 0.005 0.043 0.167 0.177 10.50 01030 0.048 2.404 0.005 0.043 0.167 0.167 10.75 01045 0.044 2.448 0.004 0.040 0.154 0.160 11.00 01100 0.044 2.492 0.004 0.040 0.154 0.154 11.25 01115 0.042 2.534 0.004 0.038 0.147 0.151 11.50 01130 0.042 2.576 0.004 0.038 0.148 0.148 11.75 01145 0.040 2.616 . 0.004 0.036 0.141 _ 0.144 12.00 01200 0.040 2.656 0.003 0.037 0.141 0.141 12.25 01215 0.038 2.694 0.003 0.035 0.135 0.138 12.50 01230 0.038 2.732 0.003 0.035 0.135 0.135 12.75 01245 0.036 2.768 0.003 0.033 0.128 0.131 13.00 01300 0.036 2.804 0.003 0.033 0.128 0.128 13.25 01315 0.036 2.840 0.003 0.033 0.128 0.128 13.50 01330 0.036 2.876 0.003 0.033 0.128 0.128 13.75 01345 0.034 2.910 0.003 0.031 0.121 0.125 14.00 01400 0.034 2.944 0.003 0.031 0.122 0.122 14.25 01415 0.034 2.978 0.003 0.031 0.122 0.122 14.50 01430 0.034 3.012 0.002 0.032 0.122 0.122 14.75 01445 0.032 3.044 0.002 0.030 0.115 0.118 15.00 01500 0.032 3.076 0.002 0.030 0.115 0.115 15.25 01515 0.032 3.108 0.002 0.030 0.115 0.115 15.50 01530 0.032 3.140 0.002 0.030 0.115 0.115 15.75 01545 0.030 3.170 0.002 0.028 0.108 0.112 16.00 01600 0.030 3.200 0.002 0.028 0.108 0.108 16.25 01615 0.030 3.230 0.002 0.028 0.108 0.108 16.50 01630 0.030 3.260 0.002 0.028 0.109 0.108 16.75 01645 0.030 3.290 0.002 0.028 0.109 0.109 17.00 01700 0.030 3.320 0.002 0.028 0.109 0.109 17.25 01715 0.028 3.348 0.002 0.026 0.102 0.105 17.50 01730 0.028 3.376 0.002 0.026 0.102. 0.102 17.75 01745 0.028 3.404 0.002 0.026 0.102 0.102 18.00 01800 0.028 3.432 0.002 0.026 0.102 0.102 18.25 01815 0.026 3.458 0.002 0.024 0.095 0.098 18.50 01830 0.026 3.484 0.002 0.024 0.095 0.095 18.75 01845 0.026 3.510 0.002 0.024 0.095 0.095 19.00 01900 0.026 3.536 0.002 0.024 0.095 0.095 19.25 01915 0.024 3.560 0.001 0.023 0.088 0.091 19.50 01930 0.024 3.584 0.001 0.023 0.088 0.088 19.75 01945 0.024 3.608 0.001 0.023 0.088 0.088 20.00 02000 0.024 3.632 0.001 0.023 0.088 0.088 ( '2 IV 40/4W/l PS 20.25 0, 0l5 0.024 3.656 0.0 0.023 0.088 0.088 /� 20.50 02030 0.024 3.680 0.G 0.023 0.088 0.088 C� _ G)Nd !/1(;"'1 20.75 02045 0.024 3.704 0.001 0.023 0.088 0.088 21.00 02100 0.024 3.728 0.001 0.023 0.088 0.088 #2,6)/ea✓ Sicr01 21.25 02115 0.024 3.752 0.001 0.023 0.088 0.088 21.50 02130 0.024 3.776 0.001 0.023 0.088 0.088 21.75 02145 0.024 3.800 0.001 0.023 0.088 0.088 22.00 02200 0.024 3.824 0.001 0.023 0.088 0.088 22.25 02215 0.022 3.846 0.001 0.021 0.081 0.084 22.50 02230 0.022 3.868 0.001 0.021 0.081 0.081 22.75 02245 0.022 3.890 0.001 0.021 0.081 0.081 23.00 02300 0.022 3.912 0.001 0.021 0.081 0.081 23.25 02315 0.022 3.934 0.001 0.021 0.081 0.081 23.50 02330 0.022 3.956 0.001 0.021 0.081 0.081 23.75 02345 0.022 3.978 0.001 0.021 0.081 0.081 24.00 00000 0.022 4.000 0.001 0.021 0.081 0.081 24.25 00015 0.000 4.000 0.000 0.000 0.000 0.041 24.50 00030 0.000 4.000 0.000 0.000 0.000 0.000 4.000 0.742 3.257 3.257 Totals for Watershed in inches over 0.96 acres Rational Coefficient = 0.815 Peak Flow (cfs) - 00.73 Watershed Hydrograph 0.8 ,: _Pow o. 73 Ch 0.6 Flow (cfs) 0.4 0.2 0.0 0 S 10 15 20 25 Time (hours) W vvo/0 p (or 14.40., yews S/a vr� Watershed Hydrograph 1.0 0.8 1 n�Pest 0.8.2 cs Flow 0.6 (cfs) 0.4 0.2 0.00 S 10 15 26 215 Time (hours) ,Qti/ ProPeVl,Qs - avekiaa (o,►l/ 71,a>, Hydro9raph Type :Santa Barbara Met Time Time Rain C Rain Infiltration Excess Excess Outflow .�Syei►J 51-0✓M (hr) HHMM (in) (in) (in) (in) (cfs) (cfs) 0.250 00015 0.020 0.020 0,.004 0.016 0.061 0.030 0.500 00030 0.020 0.040 0.004 0.016 0.061 0.061 0.750 00045 0.024 0.064 0.005 0.019 0.074 0.067 1.000 00100 0.024 0.088 0.005 0.019 0.074 0.073 1.250 00115 0.028 0.116 0.006 0.022 0.086 0.080 1.500 00130 0.028 0.144 0.006 0.022 0.086 0.086 1.750 00145 0.030 0.174 0.006 0.024 0.092 0.089 2.000 00200 0.030 0.204 0.006 0.024 0.092 0.092 2.250 00215 0.032 0.236 0.007 0.025 0.098 0.095 2.500 00230 0.032 0.268 0.007 0.025 0.098 0.098 2.750 00245 0.032 0.300 0.007 0.025 0.098 0.098 3.000 00300 0.032 0.332 0.007 0.025 0.098 0.098 3.250 00315 0.032 0.364 0.006 0.026 0.099 0.098 3.500 00330 0.032 0.396 0.006 0.026 0.100 0.099 3.750 00345 0.034 0.430 0.006 0.028 0.107 0.103 4.000 00400 0.034 0.464 0.006 0.028 0.108 0.107 4.250 00415 0.038 0.502 0.007 0.031 0.122 0.115 4.500 00430 0.038 0.540 0.006 0.032 0.123 0.122 4.750 00445 0.042 0.582 0.007 0.035 0.137 0.130 5.000 00500 0.042 0.624 0.006 0.036 0.138 0.137 5.250 00515 0.046 0.670 0.007 0.039 0.152 0.145 5.500 00530 0.046 0.716 0.006 0.040 0.153 0.153 5.750 00545 0.050 0.766 0.007 0.043 0.168 0.161 6.000 00600 0.050 0.816 0.006 0.044 0.169 0.168 6.250 00615 0.058 0.874 0.007 0.051 0.198 0.183 6.500 00630 0.058 0.932 0.007 0.051 0.199 0.198 6.750 00645 0.070 1.002 0.008 0.062 0.242 0.220 7.000 00700 0.070 1.072 0.007 0.063 0.244 0.242 7.250 00715 0.084 1.156 0.008 0.076 0.294 0.269 7.500 00730 0.084 1.240 0.007 0.077 0.296 0.295 7.750 00745 0.230 1.470 0.018 0.212 0.821 0.555 8.000 00800 0.230 1.700 0.015 0.215 0.831 0.822 -Mai< 8.250 00815 0.110 1.810 0.006 0.104 0.401 inn-- 8.500 00830 0.110 . 1.920 0.006 0.104 0.402 0.404 8.750 00845 0.080 2.000 0.004 0.076 0.294 0.349 9.000 00900 0.080 2.080 0.004 0.076 0.294 0.295 9.250 00915 0.060 2.140 0.003 0.057 0.221 0.258 9.500 00930 0.060 2.200 0.003 0.057 0.222 0.222 9.750 00945 0.054 2.254 0.002 0.052 0.200 0.211 10.00 01000 0.054 2.308 0.002 0.052 0.200 0.200 10.25 01015 0.048 2.356 0.002 0.046 0.178 0.189 10.50 01030 0.048 2.404 0.002 0.046 0.178 0.178 10.75 01045 0.044 2.448 0.002 0.042 0.164 0.171 11.00 01100 0.044 2.492 0.002 0.042 0.164 0.164 11.25 01115 0.042 2.534 0.002 0.040 0.156 0.160 11.50 01130 0.042 2.576 0.002 0.040 0.157 0.157 11.75 01145 0.040 2.616 0.001 0.039 0.149 0.153 12.00 01200 0.040 2.656 0.001 0.039 0.149 0.149 12.25 01215 0.038 2.694 0.001 0.037 0.142 0.146 12.50 01230 0.038 2.732 0.001 0.037 0.142 0.142 12.75 01245 0.036 2.768 0.001 0.035 0.135 0.138 13.00 01300 0.036 2.804 0.001 0.035 0.135 0.135 13.25 01315 0.036 2.840 0.001 0.035 0.135 0.135 13.50 01330 0.036 2.876 0.001 0.035 0.135 0.135 13.75 01345 0.034 2.910 0.001 0.033 0.127 0.131 14.00 01400 0.034 2.944 0.001 0.033 0.128 0.128 14.25 01415 0.034 2.978 0.001 0.033 0.128 0.128 14.50 01430 0.034 3.012 0.001 0.033 0.128 0.128 14.75 01445 0.032 3.044 0.001 0.031 0.120 0.124 15.00 01500 0.032 3.076 0.001 0.031 0.120 0.120 15.25 01515 0.032 3.108 0.001 0.031 0.120 0.120 15.50 01530 0.032 3.140 0.001 0.031 0.120 0.120 15.75 01545 0.030 3.170 0.001 0.029 0.113 0.117 16.00 01600 0.030 3.200 0.001 0.029 0.113 0.113 16.25 01615 0.030 3.230 0.001 0.029 0.113 0.113 16.50 01630 0.030 3.260 0.001 0.029 0.113 0.113 16.75 01645 0.030 3.290 0.001 0.029 0.113 0.113 17.00 01700 0.030 3.320 0.001 0.029 0.113 0.113 17.25 01715 0.028 3.348 0.001 0.027 0.106 0.109 17.50 01730 0.028 3.376 0.001 0.027 0.106 0.106 17.75 01745 0.028 3.404 0.001 0.027 0.106 0.106 18.00 01800 0.028 3.432 0.001 0.027 0.106 0.106 18.25 01815 0.026 3.458 0.001 0.025 0.098 0.102 18.50 01830 0.026 3.484 0.001 0.025 0.098 0.098 18.75 01845 0.026 3.510 0.001 0.025• 0.098 0.098 19.00 01900 0.026 3.536 0.001 0.025 0.098 0.098 19.25 01915 0.024 3.560 0.001 0.023 0.091 0.095 19.50 01930 0.024 3.584 0.001 0.023 0.091 0.091 19.75 01945 0.024 3.608 0.001 0.023 0.091 0.091 ( Ow -i.)F V, o,)pef 20.00 02000 0.024 3.632 0.001 0.023 0.091 0.091 7 20.25 02Q15 0.024 3.656 0.00 0.023 0.091 0.091 2 ee? 20.50 02030 0.024 3.680 0.00. 0.023 0.091 0.091 20.75 02045 0.024 3.704 0.001 0.023 0.091 0.091 21.00 02100 0.024 3.728 0.001 0.023 0.091 0.091 21.25 02115 0.024 3.752 0.001 0.023 0.091 0.091 21.50 02130 0.024 3.776 0.001 0.023 0.091 0.091 21.75 02145 0.024 3.800 0.001 0.023 0.091 0.091 22.00 02200 0.024 3.824 0.001 0.023 0.091 0.091 22.25 02215 0.022 3.846 0.000 0.022 0.083 0.087 22.50 02230 0.022 3.868 0.000 0.022 0.083 0.083 22.75 02245 0.022 3.890 0.000 0.022 0.083 0.083 23.00 02300 0.022 3.912 0.000 0.022 0.083 0.083 23.25 02315 0.022 3.934 0.000 0.022 0.083 0.083 23.50 02330 0.022 3.956 0.000 0.022 0.083 0.083 23.75 02345 0.022 3.978 0.000 0.022 0.083 0.083 24.00 00000 0.022 4.000 0.000 0.022 0.083 0.083 24.25 00015 0.000 4.000 0.000 0.000 0.000 0.042 24.50 00030 0.000 4.000 0.000 0.000 0.000 0.001 4.000 0.303 3.696 3.696 Totals for Watershed in inches over 0.96 acres Rational Coefficient = 0.924 Peak Flow (cfs) - 00.82 �D ' Proper f Qs - pa( S-71014 Pond Routing 1.0 Peak nfio44-,—0.82 43 0.8 1 —Peak 0aflioc.J a7/45 0.73 cfs Flow 0.6 1 I ,/ Pond Flow In (cfs) i It 0.4 I 0.2 . Pond Flow Out 0.0 0 5 1 {0 15 20 25 Time (hours) Po1c/ ,OaT Q 611 as g. 3 : 1 Sit;103 80#0 c//v, /50.0 O r,.fi c c 0/ar►.►e}P r D. 174o • • Time Inflow Outflow Stac Storage ' (hr) (cfs) (cfs) (ft) (ac-ft) 0.25 0.03 0.03 150.05 0.00 0.50 0.06 0.06 150.09 0.00 0.75 0.07 0.07 150.10 0.00 1.00 0.07 0.07 150.11 0.00 1.25 0.08 0.08 150.12 0.00 1.50 0.09 0.09 150.13 0.00 1.75 0.09 0.09 150.13 0.00 2.00 0.09 0.09 150.14 0.00 2.25 0.09 0.09 150.14 0.00 2.50 0.10 0.10 150.15 0.00 2.75 0.10 0.10 150.15 0.00 3.00 0.10 0.10 150.15 0.00 3.25 0.10 0.10 150.15 0.00 3.50 0.10 0.10 150.15 0.00 3.75 0.10 0.10 150.16 0.00 4.00 0.11 0.11 150.16 0.00 4.25 0.11 0.11 150.17 0.00 4.50 0.12 0.12 150.18 0.00 4.75 0.13 0.13 150.20 0.00 5.00 0.14 0.14 150.21 0.00 5.25 0.14 0.14 150.22 0.00 5.50 0.15 0.15 150.23 0.00 5.75 0.16 0.16 150.24 0.00 - 6.00 0.17 0.17 150.25 0.00 6.25 0.18 0.18 150.28 0.00 6.50 0.20 0.20 150.30 0.00 6.75 0.22 0.22 150.33 0.00 7.00 0.24 0.24 150.37 0.00 7.25 0.27 0.27 150.40 0.00 7.50 0.30 0.30 150.44 0.00 7.75 0.56 0.53 150.97 0.00 8.00 0.82 0.71 /flax 151.56 0.01 8.25 0.62 0.66 151.40 0.01 8.50 0.40 0.46 150.82 0.00 8.75 0.35 - 0.36 150.57 0.00 9.00 0.29 0.29 150.44 0.00 9.25 0.26 0.26 150.39 0.00 9.50 0.22 0.22 150.33 0.00 9.75 0.21 0.21 150.32 0.00 10.00 0.20 0.20 150.30 0.00 10.25 0.19 0.19 150.29 0.00 10.50 0.18 0.18 150.27 0.00 10.75 0.17 0.17 150.26 0.00 11.00 0.16 0.16 150.25 0.00 11.25 0.16 0.16 150.24 0.00 11.50 0.16 0.16 150.24 0.00 11.75 0.15 0.15 150.23 0.00 12.00 0.15 0.15 150.22 0.00 12.25 0.15 0.15 150.22 0.00 . 12.50 0.14 0.14 150.21 0.00 12.75 0.14 0.14 150.21 0.00 13.00 0.13 0.13 150.20 0.00 13.25 0.13 0.13 150.20 0.00 13.50 0.13 0.13 150.20 0.00 13.75 0.13 0.13 150.20 0.00 14.00 0.13 0.13 150.19 0.00 14.25 0.13 0.13 150.19 0.00 14.50 0.13 0.13 150.19 0.00 14.75 0.12 0.12 150.19 0.00 15.00 0.12 0.12 150.18 0.00 15.25 0.12 0.12 150.18 0.00 15.50 0.12 0.12 150.18 0.00 15.75 0.12 0.12 150.18 0.00 16.00 0.11 0.11 150.17 0.00 16.25 0.11 0.11 150.17 0.00 16.50 0.11 0.11 150.17 0.00 , 16.75 0.11 0.11 150.17 0.00 17.00 0.11 0.11 150.17 0.00 17.25 0.11 0.11 150.16 0.00 17.50 0.11 0.11 150.16 0.00 17.75 0.11 0.11 150.16 0.00 18.00 0.11 0.11 150.16 0.00 18.25 0.10 0.10 150.15 0.00 18.50 0.10 0.10 150.15 0.00 18.75 0.10 0.10 150.15 0.00 19.00 0.10 0.10 150.15 0.00 19.25 0.09 0.09 150.14 0.00 19.50 0.09 0.09 150.14 0.00 19.75 0.09 0.09 150.14 0.00 20.00 0.09 0.09 150.14 0.00 20.25 0.09 0.09 150.14 0.00 20.50 0.09 0.09 150.14 0.00 20.75 . 0.09 0.09 151 0.00 21.00 0.09 0.09 15L 0.00 21.25 0.09 0.09 150.14 0.00 21.50 0.09 0.09 150.14 0.00 21.75 0.09 0.09 150.14 0.00 22.00 0.09 0.09 150.14 0.00 22.25 0.09 0.09 150.13 0.00 22.50 0.08 0.08 150.13 0.00 22.75 0.08 0.08 150.13 0.00 23.00 0.08 0.08 150.13 0.00 23.25 0.08 0.08 150.13 0.00 23.50 0.08 0.08 150.13 0.00 23.75 0.08 0.08 150.13 0.00 24.00 0.08 0.08 150.13 0.00 24.25 0.04 0.04 150.06 0.00 24.50 0.00 0.00 150.00 0.00 24.75 0.00 0.00 150.00 0.00 Max: 0.82 0.71 151.56 0.01 Initial Pond Volume 000.000 ac-ft + 000.296 ac-ft Total Outflow Volume 000.295 ac-ft Total Percolation Volume : 000.000 ac-ft Final Pond Volume (stage) : 000.000 ac-ft Final Pond Volume (calc) : 000.001 ac-ft Difference (error) -000.001 ac-ft BIOFILTER CALCULATION - BASED ON Q,S, & B OPEN CHANNEL FLOW USING MANNING FORMULA ASSUMING 4:1 SLOPING SIDES TO CHANNEL Q=A(1.486/n)(R^2/3)(S^0.5) CALCULATE VELOCITY FROM INPUT OF DEPTH 25 YEAR STORM MAXIMUM FLOW DEPTH BASE AREA WET P. HYD. R. HYDR^2/3 COEF. n SLOPE S^0.5 Q= 0.5 2 2 6.123106 0.326632 0.4742847 0.25 0.025 0.158114 0.891493 VELOCITY FT/SEC = 0.445747 WATER QUALITY STORM WITH 4 HOUR RETURN DEPTH BASE AREA WET P. HYD. R. HYDR^2/3 COEF. n SLOPE S^0.5 Q= 0.13 2 0.3276 3.072007 0.10664 0.2248787 0.25 0.025 0.158114 0.069237 VELOCITY FT/SEC = 0.211348 MINUMUM SWALE LENGTH FOR 9 MIN. RESIDENCE LENGTH FT. = 114.1 BioSwaleFlow Page 1 Simplified Approach Design Criteria Landscape Swale • v\* ‘` tst • � '� .. '� %%. i i Impervious Check dams @ 12' intervals or • , • surface minimum 2 dams per swale ��' `� '.•_ 112"min. 6"min. �, a I 4 %tC \ � B Tire stop 17,011 or curb t (j` ,#�1 • "...........71t-_'-fA,;2:1* fil, / . , • i i 1 //‘t 1 /4\1' 'it .,11 1 , If/ . z' '` _ \� ••�.r 6 max. swale x .... bj � 1 .PC", i `J'"',C.:Y%>i> depth. h :N::l 12"x1 - l��:<::::���x 3�F.. .: � "^'" 2 clear flow 2:1 max. side slope ,t..>'x' S::i:l«. .x.i• ' . area at cut-outs 12"topsoil / 4 ft. minimum Section Not to Scale Description Landscape swales are long narrow facilities easily integrated with the site design. Swales may be used for sheet flow or piped conveyance from parking lots or other paved areas and for roof drainage.The swales are sized to achieve pollution reduction an d flow control. Swales are plan ted with a variety of trees,shrubs,grasses,an d ground cover. The swale is design ed with numerous check dams to detain flows an d facilitate sedimentation. Pollution reduction is also achieved as flows are filtered through the plantings. • General Specifications Acceptable soil types C&D. (For A or B soils,see landscape infiltration.) Minimum swale length is 20 ft.Maximum slope is 6%.Maximum cross slope is 10%.Plan tin gs shall be in accordance with Chapter 8.0,and ground cover density shall be>60%of the swale surface area.Clay soils shall be amended with 50%sandy loam in the top 12"of the swale. Check dams shall be of durable,non-toxic materials- i.e.,rock,brick,and old concrete. Check dams shall be 12"length x(width of swale)x 3-5"height.Swales using these design criteria will not need to include a bypass of larger storms.Liners are not needed unless required for groundwater protection. 4.p .. SAT ER QUALITY 4, Vegetated Y rATn?EN a. Swale TTACILjTES MYdraulic Desi 1, gn Criteria: Design 2, Flow: W 3 Mrnrrnurn Hydraulic Quality Flo 4 Maximo ulrc Rest w hlinimur Water Desi D price .i- e; 9 S high flotiys�Freeboard 1.0-foot Depth: 0.5-feet minutes 6. Manning n"Value: for facilities b. Maximum Velocity: 0.24 not protected fro Design Y. 2.d_ m Criteria_ fps based on 25-year 1• Provide flok, d smu n energy dissipater 2. spread the of4'feet at the en The use°f irate flow across the will be entrance t0 Swale 4 inifiufi rmediate flow treatment designed to redU with a �A Length: 100-feet w spre cross section.ce velo S Minnirnum Slope: a aders maybe required. cities �' mum go percent o 7. feexirrjum e m width 2-foot M Tr atrnent DePth a) aximum Side Slope: (measured from top P of $ b) III T rea ent Are gravel):0.5- Use Above Treatment a' 4N'1 V e2 -r a fiat Placed of river ntlgrea: 2.SH. top se 2"- b y dery 6-inches rock placed 2.5 1 V of 9 .Retaining at pl ac treatment Agency/City.of topsoil o base'inches dee 10. Provide walls e not Extend river roClizatien on ute 111 place Jut an approved outlet allowed in the lute and topsoil as 2 e fiat tlet st trel no Option: Extend river all Z ;das.tf°r alows arearl r s. kupsidesloPeso f Swale. Water Quality& Quantity F 'appendix$IityDesign Page 4 CITY OF TIGARD Community Deve(opment Shaping Better Community LAND USE PROPOSAL DESCRIPTION 120 DAYS = 10/4/2002 FILE NO.: SITE DEVELOPMENT REVIEW (SDR) 2001-00013 Type II Land Use Application FILE TITLE: WYATT FIRE PROTECTION BUILDING APPLICANT: Bayard Mentrum OWNER: Eugene D. Wyatt Mentrum Architecture, Inc. 9095 SW Burnham Street 2858 NW Santanita Terrace Tigard, OR 97223 Portland, OR 97210 REQUEST: The applicant is proposing a phased project to demolish two (2) existing structures and build a new 10,560 square foot office with associated storage (Phase #1). Phase #2 will demolish a 3rd building and add a 4,800 square foot addition to the building of Phase #1. LOCATION: 9095 SW Burnham Street; WCTM 2S102AD, Tax Lot 1300. ZONE: CBD: Central Business District. The CBD zoning district is designed to provide a concentrated central business district, centered on the City's historic downtown, including a mix of civic, retail and office uses. Single-family attached housing at a maximum density of 12 units/net acre, equivalent of the R-12 zoning district, and multi- family housing at a minimum density of 32 units/acre, equivalent to the R-40 zoning district, are permitted outright. APPLICABLE REVIEW Community Development Code Chapters 18.360, 18.390, 18.520, 18.705, 18.725, CRITERIA: 18.745, 18.755, 18.765, 18.780, 18.790, 18.795 and 18.810. CIT AREA: East CIT FACILITATOR: List Available Upon Request DECISION MAKING BODY BELOW: ❑ TYPE I ® TYPE II ❑ TYPE III ❑ TYPE IV DATE COMMENTS WERE SENT: JUNE 6, 2002 DATE COMMENTS ARE DUE: JUNE 20, 2002 HEARINGS OFFICER (MON.) DATE OF HEARING: TIME: 7:00 PM ❑PLANNING COMMISSION (MON.) DATE OF HEARING: TIME: 7:00 PM ❑CITY COUNCIL (TUES.) DATE OF HEARING: TIME: 7:30 PM ® STAFF DECISION (TENTATIVE) DATE OF DECISION: JULY 25, 2002 COMPONENTS RELATED TO THE PROJECT AVAILABLE FOR VIEWING IN THE PLANNING DIVISION Z VICINITY MAP Z LANDSCAPING PLAN Z IMPACT STUDY Z SITE PLAN E. SITE ELEVATIONS ❑ TRAFFIC IMPACT STUDY Z NARRATIVE Z ENVIRONMENTAL REPORT Z OTHER: MISCELLANEOUS STAFF CONTACT: Mathew Scheidegger, Assistant Planner (5031 639-4171, Ext. 2437 December 28, 2001 Bayard Mentrum 2858 NW Santanita Terrace Portland, OR 97210 RE: Notice of Incomplete Application Submittal-SDR2001-00013 Dear Mr. Mentrum: The City received your request for Site Development Review (SDR) approval for the above-referenced project. Based on a preliminary review of your application materials, Staff has determined that your submittal is incomplete for the purposes of continuing with Site Development Review. The following clarifications and additional information are required before Staff can consider your application complete and begin the review: 1. Submit Clean Water Services Provider Letter. 2. Submit 10 additional copies of packet. 3. It appears the associated auto repair business located to the rear of the property is non-conforming. Under Chapter 18.760 of the Tigard Development Code, Nonconforming Situations, "No such nonconforming use shall be moved in whole or in part to any portion of the lot other than that occupied by such use at the effective date of adoption or amendment of this title." Therefore, if M&W Automotive was to move into the proposed building of phase I, they will be restricted to automotive cleaning only. 4. Provide a plan showing 10 parking stalls available for the building to remain during proposed phase #1 . 5. Provide layout of proposed buildings to ensure that the associated storage does not exceed 50% of the total square footage. 6. Your tree planting removal and protection plan must be prepared by a certified arborist. Once the required information has been submitted, Staff will deem the application complete and begin the review process. If you have any questions about the information contained in this letter, please feel free to contact me at (503) 639-4171, x317. Sincerely, Mathew Scheidegger Assistant Planner i:\curpin1mathew\sdr\SDR2001-00013.acc.doc.dot c: SDR2001-00013 Land Use file PUBLIC FACILITY PLAN Project: wDW Properties COMPLETENESS CHECKLIST Date: 12/20/01 GRADING ® Existing and proposed contours shown. ® Does proposed grading impact adjacent parcels? ❑ Yes El No ® Adjacent parcel grades shown. Adequate STREET ISSUES ® Right-of-way clearly shown. ® Centerline of street(s) clearly shown. ® Street name(s) shown. ® Existing/proposed curb or edge of pavement shown. ® Street profiles shown. ❑ Future Street Plan: Must show street profiles, topo n/a on adjacent parcel(s), etc. ❑ Traffic Impact Report n/a ® Street grades compliant? ® Street widths dimensioned and appropriate? ❑ Private Streets? Less than 6 lots and width n/a appropriate? ❑ Other: SANITARY SEWER ISSUES ® Existing/proposed lines shown. ❑ Stubs to adjacent parcels required/shown? n/a WATER ISSUES ® Existing/proposed lines w/sizes noted? ® Existing/proposed fire hydrants shown? ® Proposed meter location and size shown? ® Proposed fire protection system shown? STORM DRAINAGE AND WATER QUALITY ISSUES ® Existing/proposed lines shown? ® Preliminary sizing calcs for water quality/detention provided? ® Water quality/detention facility shown on plans? ® Area for facility match requirements from calcs? Facility shown outside any wetland buffer? ❑ Storm stubs to adjacent parcels required/shown? n/a The submittal is hereby deemed ® COMPLETE ❑ INCOMPLETE By: - Date: 12/20/01 REVISED: 12/20/01 June 4, 2002 I 1 CITY OF TIGARD OREGON Bayard Mentrum 2858 NW Santanita Terrace Portland, OR 97210 RE: Notice of Incomplete Application Submittal-SDR2001-00013 Dear Mr. Mentrum: The City received your request for Site Development Review (SDR) approval for the above-referenced project. Based on a review of your newly submitted application materials, Staff has determined that your submittal is incomplete for the purposes of continuing with Site Development Review. The following clarifications and additional information are required before Staff can consider your application complete and begin the review: 1. Apply to the City for a new mailing list of property owners within 500 feet of the subject property. Submit 2 sets of pre-stamped pre-addressed envelopes. Once the required information has been submitted, Staff will deem the application complete and begin the review process. If you have any questions about the information contained in this letter, please feel free to contact me at (503) 639-4171, x2437. Sincerely, Mathew Scheidegger Assistant Planner is\curpin\mathew\sdr\SDR2001-00013.acc.acc.acc.doc.dot c: SDR2001-00013 Land Use file 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503)684-2772 CITY OF TIGARD OREGON June 7, 2002 Bayard Mentrum 2858 NW Santanita Terrace Portland, OR 97210 RE: Notice of Complete Submittal/SDR2001-00013 Dear Mr. Mentrum: The City has received the information necessary to begin the review of your Site Development Review application. Staff has, therefore, deemed your application submittal as complete on 06/06/2002 and will begin the review process. The estimated time for rendering a decision from the date an application is deemed as complete is 6-8 weeks. If you have any questions regarding your application, please don't hesitate to contact me at (503) 639-4171, x317. Sincerely, 7 Mathew cheidegger 99 Assistant Planner is\curpl n\mathew\sdr\SDR2002-00013acc.a cc. c: SDR2001-00013 Land Use file 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 saloN DNEflI4MOD lNiOI ,I,VDI'IddV ilild CITY OF TIGARD PRE-APPLICATION CONFERENCE NOTES (ITT Community(Deveroprrtent (Pre-Application Meeting Notes are Valid for Six (6) Months) Sftalnngi4BetterCommunity RESIDENTIAL Jr PRE-APP.MTG.DATE: a-3 O 8 STAFF AT PRE-APP.. • APPLICANT: /%( /�,-��cr,P ���-C AGENT: Phone: (so3) S_- 9Sy"5 Phone: ( ) PROPERTY LOCATION: ADDRESS/GENERAL LOCATION: TAX MAP(S)/LOT #(S): ZC'!O-��,a-�/3©n NECESSARY APPLICATIONS: �y�k� o�y �7% „�� (/k' '/ ) PROPOSAL DESCRIPTION: / 4, f: COMPREHENSIVE PLAN MAP DESIGNATION: ZONING MAP DESIGNATION: se _5-- CITIZEN INVOLVEMENT TEAM (C.I.T.) AREA: C� ZONING DISTRICT DIMENSIONAL REQUIREMENTS [Refer to Code Section 18. 57 7 l MINIMUM LOT SIZE:7,sec sq. ft. Average Min. lot width: ..5-C ft. Max. building height: 50 ft. Setbacks: Front .20 ft. Side ' ft. Rear / ft. Corner rs— ft. from street. MAXIMUM SITE COVERAGE: % Minimum landscaped or natural vegetation area: %. NEIGHBORHOOD MEETING [Refer to the Neighborhood Meeting .ndoutl THE APPLICANT SHALL NOTIFY ALL P "'ERTY OWNERS WITHIN 500 FEET, THE APPROPRIATE CIT CILITATOR, AND THE MEMBERS OF ANY LAND USE SUBCOMMITTEE(S) of their osal. A minimum of two (2) weeks between the mailing date and the meeting date is require P e review the Land Use Notification handout concerning site posting and the meeting notice. Meetings to be held prior to submitting your application or the application will not be accepted. * NOTE: In order to also preliminarily address building code standards, a meeting with a Plans Examiner is encouraged prior to submittal of a land use application. CITY OF TIGARD Pre-Application Conference Notes Page I of 10 Residential Appliaton/Plmmnc Division Section • lr. NARRATIVE (Refer to Code Chapter 18.3901 0, The APPLICANT SHALL SUBMIT A NARRATIVE which provides findings based on the applicable approval standards. Failure to provide a narrative or adequately address criteria would be reason to consider an application incomplete and delay review of the proposal. The applicant should review the code for applicable criteria. /IMPACT STUDY (Refer to Code Sections 18.390.040 and 18.390.0501 As a part of the APPLICATION SUBMITTAL REQUIREMENTS, applicants are required to INCLUDE IMPACT STUDY with their submittal package. The impact study shall quantify the effect of the development on public facilities and services. The study shall address, at a minimum, the transportation system, including bikeways, the drainage system, the parks system, the water system, the sewer system and the noise impacts of the development. For each public facility system and type of impact, the study shall propose improvements necessary to meet City standards, and to minimize the impact of the development on the public at large, public facilities systems, and affected private property users. In situations where the Community Development Code requires the dedication of real property interests, the applicant shall either specifically concur with the dedication requirement, or provide evidence which supports the conclusion that the real property dedication requirement is not roughly proportional to the projected impacts of the development. ACCESS (Refer to Chapters 18.705 and 18.7651 _ / Minimum number of accesses: / Minimum access width: lS . Maximum access width: Minimum pavement width: /d . WALKWAY REQUIREMENTS (Refer to Code Chapter 18.705] Within all ATTACHED HOUSING (except two-family dwellings) and multi-family developments, each residential dwelling SHALL BE CONNECTED BY WALKWAY TO THE VEHICULAR PARKING AREA, COMMON OPEN SPACE AND RECREATION FACILITIES. RESIDENTIAL DENSITY CALCULATION (Refer to Code Chapter 18.115]-SEE EXAMPLE BELOW. `�� 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: All sensitive lands areas including: • Land within the 100-year floodplain; :- Slopes exceeding 25%; D Drainageways; and D Wetlands for the R-1, R-2, R-3.5, R-4.5 and R-7 zoning districts. Public right-of-way dedication: D Single-family allocate 20% of gross acres for public facilities; or Multi-family allocate 15% of gross acres for public facilities; or • If available, the actual public facility square footage can be used for deduction. EXAMPLE OF RESIDENTIAL DENSITY CALCULATIONS: EXAMPLE: USING A ONE ACRE SITE IN THE R-12 ZONE(3,050 MINIMUM LOT SIZE)WITH NO DEDUCTION FOR SENSITIVE LANDS Single-Family Multi-Family 43,560 sq. ft. of gross site area 43,560 sq. ft. of gross site area 8,712 sq. ft. (20%)for public right-of-way 6,534 sq. ft. (15%)for public right-of-way NET: 34,848 square feet HET: 37,026 square feet 3.050 (minimum lot area) ± 3,050 (minimum lot area) 11.4 Units Per Acre = 12.1 Units Per Acre k The Development Code requires that the net site area exist for the next whole dwelling unit NO ROUNDING UP IS PERMITTED. * Minimum Project Density is 80%of the maximum allowed density.TO DETERMINE THIS STANDARD, MULTIPLY THE MAXIMUM NUMBER OF UNITS BY.8. CITY Of TIGARD Pre-Application Conference Notes Page 2 of 10 Residemul Appliuoon/Planning Division Section r -SPECIAL SETBACKS [Refer efer to Code Section 18.730] STREETS: feet from the centerline of D FLAG LOT: A TEN (10)-FOOT SIDE YARD SETBACK applies to all primary structures. D ZERO LOT LINE LOTS: A minimum of a ten (10)-foot separation shall be maintained between each dwelling unit or garage. MULTI-FAMILY RESIDENTIAL building separation standards apply within multiple-family residential developments. ACCESSORY STRUCTURES UP TO 528 SQUARE FEET in size may be permitted on lots less than 2.5 acres in size. Five (5)-foot minimum setback from side and rear lot lines. ACCESSORY STRUCTURE UP TO 1,000 SQUARE FEET on parcels of at least 2.5 acres in size. [See applicable zoning district for the primary structures'setback requirements.] t►r FLAG LOT BUILDING HEIGHT PROVISIONS [Refer to Code Chapter 18.1301 MAXIMUM HEIGHT OF 11/4 STORIES or 25 feet, whichever is less in most zones; 2'/z stories, or 35 feet in R-7, R-12, R-25 or R-40 zones provided that the standards of Section 18.730.010.C.2 are satisfied. XBUFFERING AND SCREENING [Refer to Code Chapter 183451 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 the Development Code. The ESTIMATED REQUIRED BUFFER WIDTHS applicable to your proposal area are: feet along north boundary. _ feet along east boundary. feet along south boundary. feet along west boundary. IN ADDITION, SIGHT OBSCURING SCREENING IS REQUIRED ALONG *' - LANDSCAPING [Refer to Code Chapters 18.745,18.765 and 18.7051 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 (6) feet of the right-of- way boundary. Street trees must have a minimum caliper of at least two (2) inches when measured four (4) feet above grade. Street trees should be spaced 20 to 40 feet apart depending on the branching width of the proposed tree species at maturity. Further information on regulations affecting street trees may be obtained from the Planning Division. A MINIMUM OF ONE (1) TREE FOR EVERY SEVEN (7) 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. RECYCLING [Refer to Code Chapter 18.755] Applicant shou • : • A CT FRANCHISE HAULER FOR REVIEW AND APPROVAL OF SITE :ERV COMPATIBI ITY. Locating a trash/recycling enclosure within a clear vision area such as at the intersection of o (2) driveways within a parking lot is prohibited. Much of Tigard is within Pride Disposal's Service area. Lenny Hing is the contact person and can be reached at (503) 625-6177. CITY OF TIGARD Pre-Application Conference Notes Page 3 of 10 Res,dentul Applutian/Planning Division Sethon — '* PARKING (Refer to Code Chapters 18.765 a 18.7051 ALL PARKING AREAS AND DRIVEWAYS MUST BE PAVED. Single-family Requires: One (1) off-street parking space per dwelling unit; and One (1) space per unit less than 500 square feet. Multiple-family Requires: 1.25 spaces per unit for 1 bedroom; 1.5 spaces per unit for 2 bedrooms; and 1.75 spaces per unit for 3 bedrooms. Multi-family dwelling units with more than ten (10) required spaces shall provide parking for the use of guests and shall consist of 15% of the total required parking. NO MORE THAN 50% OF REQUIRED SPACES MAY BE DESIGNATED AND/OR DIMENSIONED AS COMPACT SPACES. Parking stalls shall be dimensioned as follows: ➢ Standard parking space dimensions: 8 feet. 6 inches X 18 feet, 6 inches. D Compact parking space dimensions: 7 feet. 6 inches X 16 feet, 6 inches. ➢ 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 [Refer to C de Section 18.7651 BICYCLE RACKS-- uired FOR MULTI-FAMILY, COMMERCIAL AND INDUSTRIAL DEVELOPMENTS. Bicycle rac shall be located in areas protected from automobile traffic and in convenient locations. SENSITIVE LANDS [Refer to Code Chapter 18.7751 The Code provides REGULATIONS FOR LANDS WHICH ARE POTENTIALLY UNSUITABLE FOR DEVELOPMENT DUE TO REAS WITHIN THE 100-YEAR FLOODPLAIN, NATURAL DRAINAGEWAYS, WETLAN AREAS, ON SLOPES IN EXCESS OF 25 PERCENT, OR ON UNSTABLE GROUND. S ff will attempt to preliminary identify sensitive lands areas at the pre- application conference b sed on available information. HOWEVER, the responsibility to precisely identify sensitive land ar as, and their boundaries, is the responsibility of the applicant. Areas meeting the definitions of nsitive lands must be clearly indicated on plans submitted with the development application. • Chapter 18.775 also provid s regul tions for the use, protection, or modification of sensitive lands areas. RESIDENTIAL DEV LOP ENT IS PROHIBITED WITHIN FLOODPLAINS. STEEP SLOPES [Refer to Code Section 18.715.080. 1 When STEEP SLOPE exist, prior /to issuance of a final order, a geotechnical report must be submitted which addr ses the appr val standards of the Tigard Community Development Code Section 18.775.080.0 The report sh I be based upon field exploration and investigation and shall include specific reco mendations for achieving the requirements of Section 18.775.080.C. UNIFIED SEWERAGE AGENCY WWII BUFFER STANDARDS [Refer to R a 0 96-44/USA Regulations-Chapter 31 LAND DEVELOPMENT ADJACENT TO SENSITIVE AREAS shall preserve and maintain or create a vegetated corridor or a buffer wide enough to protect the water quality functioning of the sensitive area. Design Criteria: The VEGETATED CORRI OR WIDTH is dependent on the sensitive area. The following table identifies the required widths: CITY Of TIGARD Pre-Application Conference Notes Page 4 of 10 Retdentul Apphcuion/Phnmmng Nilson Section • TABLE 3.1 VEGETATED CORRIDOR WIDTHS SOURCE: USA DESIGN AND CO = • CTION STANDARDS MANUAL/RESOLUTION & ORDER 96-44 SENSITIVE AREA DEF TION SLOPE ADJACENT WIDTH OF VEGETATED TO SENSITIVE AREA4 CORRIDOR PER SIDE5 • Streams with intermittent flo draining: <25% 10 to <50 acres 15 feet • >50 to <100 acre 25 feet • Existing or created w-tlands <0.5 acre 25 feet • Existing or created etlands >0.5 acre <25% 50 feet • Rivers, streams, . d springs with year-round flow • Streams with inte mittent flow draining >100 acres • Natural lakes an. ponds • Streams with inte ittent flow draining: >25% 10 to <50 acr- 30 feet 1 >50 to <100 ac • 50 feet • Existing or created wetlands'--..... >25% Variable from 50-200 feet. Measure • Rivers, streams, and springs with ]ear-round flow in 25-foot increments from the starting • Streams with intermittent flow draining 100 acres point to the top of ravine(break in • Natural lakes and ponds <25% slope), add 35 feet past the _ top of ravines 4Starting point for measurement = edge of the defined channe (bankful flow) for streams/rivers, delineated wetland boundary, delineated spring boundary, and/or average high water for lakes or ponds,whichev:r offers greatest resource protection. Intermittent springs, located a minimum of 15 feet within the river/stream or wetland vegetated corridor,shall not erve as a starting point for measurement. 5Vegetated corridor averaging or reduction is allowed only when e vegetated corridor is certified to be in a marginal or degraded condition. 6The vegetated corridor extends 35 feet from the top of the ra e and sets the outer boundary of the vegetated corridor. The 35 feet may be reduced to 15 feet,if a stamped geotechnical report confirms slope sta.'Ity shall be maintained with the reduced setback from the top of ravine. Restrictions in the Vegetate Corr:or: NO structures, development, construction activities, gardens, lawns, application of chemicals, dumping of any materials of :ny kind, or other activities shall be permitted which otherwise detract from the water quality prot- tion provided by the vegetated corridor, except as provided for in the USA Design and Constructi ln Standards. Location of Vegetated Corri tt or: IN ANY RESIDENTIAL DE LOPMENT WHICH CREATES MULTIPLE PARCELS or lots intended for separate ownership, sus as a subdivision, the vegetated corridor shall be contained in a separate tract, and shall not b: a part of any parcel to be used for the construction of a dwelling unit. USA Service Provider Letter PRIOR TO SUBMITTAL of any land use applications, the applicant must obtain a USA Service Provider Letter which will o tline the conditions necessary to comply with the R&O 96-44 sensitive area requirements. If the e are no sensitive areas, USA must still issue a letter stating a USA Service Provider Letter is n•t required. SIGNS [Refer to Code Chapter 18.78,1 SIGN PERMITS MUST : OBTAINED PRIOR TO INSTALLATION OF ANY SIGN in the City of Tigard. A "Guidelines fo Sign Permits" handout is available upon request. Additional sign area or height beyond Code st.ndards may be permitted if the sign proposal is reviewed as part of a development review application. Alternatively, a Sign Code Exception application may be filed for Director's review. ,A,% TREE REMOVAL PLAN REQUIREMENTS [Refer to Code Section 18.790.030.C.] A TREE PLAN FOR THE PLANTING, REMOVAL AND PROTECTION OF TREES prepared by a certified arborist shall be provided for any lot, parcel or combination of lots or parcels for which a development application for a subdivision, partition, site development review, planned development, or conditional use is filed. Protection is preferred over removal where possible. CITY OF TIGARD Pre-Application Conference Notes Page 5 of IO Residential Application/Planning Division Section • THE TREE PLAN SHALL INCLUDE the following: ➢ Identification of the location, size and species of all existing trees including trees designated as significant by the City; ➢ Identification of a program to save existing trees or mitigate tree removal over 12 inches in caliper. Mitigation must follow the replacement guidelines of Section 18.790.060.D according to the following standards and shall be exclusive of trees required by other development code provisions for landscaping, streets and parking lots: • Retainage of less than 25% of existing trees over 12 inches in caliper requires a mitigation program according to Section 18.150.070.D. of no net loss of trees; • Retainage of from 25 to 50% of existing trees over 12 inches in caliper requires that two-thirds of the trees to be removed be mitigated according to Section 18.790.060.D.; • Retainage of from 50 to 75% of existing trees over 12 inches in caliper requires that 50% of the trees to be removed be mitigated according to Section 18.790.060.D.; • Retainage of 75% or greater of existing trees over 12 inches in caliper requires no mitigation; ➢ Identification of all trees which are proposed to be removed; and ➢ A protection program defining standards and methods that will be used by the applicant to protect trees during and after construction. TREES REMOVED WITHIN THE PERIOD OF ONE (1) YEAR PRIOR TO A DEVELOPMENT APPLICATION LISTED ABOVE will be inventoried as part of the tree plan above and will be replaced according to Section 18.790.060.D. MITIGATION (Refer to Code Section 18.790.060.EJ REPLACEMENT OF A TREE shall take place according to the following guidelines: ➢ A replacement tree shall be a substantially similar species considering site characteristics. ➢ If a replacement tree of the species of the tree removed or damages is not reasonably available, the Director may allow replacement with a different species of equivalent natural resource value. ➢ If a replacement tree of the size cut is not reasonably available on the local market or would not be viable, the Director shall require replacement with more than one tree in accordance with the following formula: • The number of replacement trees required shall be determined by dividing the estimated caliper size of the tree removed or damaged, by the caliper size of the largest reasonably available replacement trees. If this number of trees cannot be viably located on the subject property, the Director may require one (1) or more replacement trees to be planted on other property within the city, either public property or, with the consent of the owner, private property. ➢ The planting of a replacement tree shall take place in a manner reasonably calculated to allow growth to maturity. IN LIEU OF TREE REPLACEMENT under Subsection D of this section, a party may, with the consent of the Director, elect to compensate the City for its costs in performing such tree replacement. ."7�a 'LEAR VISION AREA (Refer to Code Chapter 18.1951 The City requires that CLEAR VISION AREAS BE MAINTAINED BETWEEN THREE (3) AND EIGHT (8) 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 and any existing obstructions within the clear vision area. CITY OF TIGARD Pre-Application Conference Notes Page 6 of ID Aesidential Application/Planning Division Section WATER RESOURCES OVERLAY DISTRICT [Refer to Code Section 18.791.030) The WATER RESOURCES (WR) OVERLAY DISTRICT implements the policies of the Tigard Comprehensive Plan and is intended to resolve conflicts between development and conservation of significant wetlands, streams d riparian corridors identified in the City of Tigard Local Wetlands Inventory. Specifically, thi chapter allows reasonable economic use of property while establishing clear and objective stan rds to: protect significant wetlands and streams; limit development in designated riparian corri ors; maintain and enhance water quality; maximize flood storage capacity; preserve native plant co er; minimize streambank erosion; maintain and enhance fish and wildlife habitats; and conserve` scenic, recreational and educational values of water resource areas. Safe Harbor: The WR OVERLAY DISTRICT ALSO MEETS THE REQUIREMENTS OF STATEWIDE PLANNING GOAL 5 (Natural Resources) and the "safe harbor" provisions of the Goal 5 administrative rule (OAR 660, Division 23). These provisions require that "significant" wetlands and riparian corridors be mapped and protected. The Tualatin River, which is also a "fish-bearing stream," has an average annual flow of more than 1000 cfs. Major Streams: / Streams which are mapped as "FISH-BEARING STREAMS" by the Oregon Department of Forestry and have an average annual flow Iks than 1000 cubic feet per second (cfs). Major streams in Tigard/include FANNO CREEK, ASH CREEK (EXCEPT THE NORTH FORK AND OTHER TRIBUTARY CREEKS) AND BALL CREEK. Minor Streams: Streams which are NOT "FI$H-BEARING STREAMS" according to Oregon Department of Forestry maps . Minor streams in Tigard include Summer Creek, Derry Dell Creek, Red Rock Creek, North Fork of Ash Creek and certain short tributaries of the Tualatin River. Riparian Setback Area: This AREA IS MEASURED HORIZONTALLY FROM AND PARALLEL TO MAJOR STREAM OR TUALATIN RIVER TOP-OF-BANKS, OR THE EDGE OF AN ASSOCIATED WETLAND, whichever is greater. The riparian setback is the same as the "riparian corridor boundary" in OAR 660-23- 090(1)(d). : The standard TUALATIN RIVER RIPARIAN SETBACK IS 75 FEET, unless modified in accordance w h this chapter. • The MAJOR TREAMS RIPARIAN SETBACK IS 50 FEET, unless modified in accordance with this chapte : ISOLATED WETLANDS AND MINOR STREAMS (including adjacent wetlands) have no riparian setback; howe a 25-foot "water quality buffer" is required under Unified Sewerage Agency (USA) standards a ted and administered by the City of Tigard. RIPARIAN SETBACK REDUCTIONS [Refer to Code Section 18.797.1001 The DIRECTOR MAY APPROVE A SITE-SPECIFIC REDUCTION OF THE TUALATIN RIVER OR ANY MAJOR STREAM RIPARIAN SETBA BY AS MUCH AS 50% to allow the placement of structures or impervious surfaces otherwise p ohibited by this chapter, provided that equal or better protection for identified major stream resourc s is ensured through streambank restoration and/or enhancement of riparian vegetation in preserve portions of the riparian setback area. Eligibility for Riparian Setback in Disturbed Are..s. TO BE ELIGIBLE FOR A RIPARIAN SETBAC REDUCTION, the applicant must demonstrate that the riparian corridor was substantially disturbed at the time this regulation was adopted. This determination must be based on the Veg•tation Study required by Section 18.797.100 that demonstrates all of the following: ➢ Native plant species currently cover I:ss than 80% of the on-site riparian corridor area; ➢ The tree canopy currently covers le.s than 50% of the on-site riparian corridor and healthy trees have not been removed from t e on-site riparian setback area for the last five years; That vegetation was not removed contrary to the provisions of Section 18.797.100 regulating removal of native plant species; CITY Of TIGARD Pre-Application Conference Notes Page 7 of 10 Residenua AppI uI onfPhnnwg Dnnwn Seaton • That there will be no infringement into the 100-year floodplain; and The average slope of the riparian area is not greater than 20%. FUTURE STREET PLAN AND EXTENSION OF STREETS [Refer to Code Section 18.810.030.F.1 A FUTURE STREET PLAN shall: • Be filed by the applicant in conjunction with an application for a subdivision or partition. The plan shall show the pattern of existing and proposed future streets from the boundaries of the proposed land division and shall include boundaries of the proposed land division and shall include other parcels within 200 feet surrounding and adjacent to the proposed land division. Identify existing or proposed bus routes, pullouts or other transit facilities, bicycle routes and pedestrian facilities on or within 500 feet of the site. Where necessary to give access or permit a satisfactory future division of adjoining land, streets shall be extended to the boundary lines of the tract to be developed. / ADDITIONAL LOT DIMENSIONAL REQUIREMENTS [Refer to Code Section 18.810.0601 MINIMUM LOT FRONTAGE: 25 feet unless lot is created through the minor land partition process. Lots created as part of a partition must have a minimum of 15 feet of frontage or have a minimum 15-foot wide access easement. The DEPTH OF ALL LOTS SHALL NOT EXCEED 21/2 TIMES THE AVERAGE WIDTH, unless the parcel is less than 11/2 times the minimum lot size of the applicable zoning district. BLOCKS (Refer to Code Section 18.810.0901 The perimeter of BLOCKS FORMED BY STREETS SHALL NOT EXCEED 1,800 FEET measured along the right-of-way line except where street location is precluded by natural topography, wetlands or other bodies of water or, pre-existing development. When block lengths greater than 330 feet are permitted, pedestrian/bikeways shall be provided through the block. CODE CHAPTERS 18.330(Condroonal Use) - 18.620(Tigard Tnangle Design Standards) 18.765(Off-Street Parking/Loading Requirements) 18.340(Director's Interpretation) - 18.630(Washington Square Regional Center) 1 8.775(Sensitive Lands Review) 18.350(Planned Development) -- 18.705(Access/Egress/Circulati on) 18.780(Signs) 18.360(Site Development Review) 18.710(Accessory Residential Units) 18.785(Temporary Use Permits) 18.310(Vanances/Adjustments) -� 18.715(Density Computations) 18.790(Tree Removal) 18.380(Toning Map/Text Amendments) 18.720(Design Compatibility Standards) 'X 18.795(Visual Clearance Areas) '�/ 18.385(Miscellaneous Permits) 18.725(Environmental Performance Standards) - - 18.797(Water Resources(WR)Overlay District) `^ 1 8.390(Decision Making Procedures/Impact Study) C3� 18.730(Excepoons To Development Standards) 18.198(Wireless Communication Facilities) 18.410(Lot Line Adjustments) 1 8.740(Historic Overlay) C '<- 18.810(Street&Utility Improvement Standards) 18.420(Land Partitions) 18.142(Home Occupation Permits) 18.430(Subdivisions) C 18.745(Landscaping&Screening Standards) 1 8.51 0(Residential Toning Dismcts) 18.750(Manufactured/Mobil Home Regulations) 18.520(Commercial Toning Districts) - 18.755 (Mixed Solid Waste/Recycling Storage) 18.530(Industrial Toning Districts) 1 8.760(Nonconforming Situations) CITY Of TIGARD Pre-Application Conference Notes Page 8 of ID Residential Application/Planning Division Section • ADDITIONAL CONCERNS OR COMMENTS: /e:V .St dL /20-=►aote s—,%�j t s>" �O 7�„, 5e-t3 Fee-sf p�z PROCEDURE 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 of the Community Development Department at Tigard City Hall offices. PLEASE NOTE: Applications submitted by mail or dropped off at the counter without Planning Division acceptance may be returned. The Planning counter closes at 4:00 PM. Maps submitted with an application shall be folded IN ADVANCE to 8.5 by 11 inches. One (1), 8'/' x 11" map of a proposed project 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 Department will perform a preliminary review of the application and will determine whether an application is complete within 30 days of the counter submittal. Staff will notify the applicant if additional information or additional copies of the submitted materials are required. CITY OF TIGARD Pre-Application Conference Notes Page 9 of 10 Residential Appliation/Planninj Division Section 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 �pe,�iod follows all lad use decisions. An appeal on this matter would be heard by the Tigard %n€ o -� _ . A basic flow chart which illustrates the review process is availeible rom the Planning Division upon request. Land use applications requiring a public hearing must have notice posted on-site by the applicant no less than 10 days prior to the public hearing. 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. SUBDIVISION PLAT NAME RESERVATION (County Surveyor's Office: 503-648-88841 PRIOR TO SUBMITTING A SUBDIVISION LAND USE APPLICATION with the City of Tigard, applicants are required to complete and file a subdivision plat naming request with the Washington County Surveyor's Office in order to obtain approval/reservation for any subdivision name. Applications will not be accepted as complete until the City receives the faxed confirmation of approval from the County of the Subdivision Name Reservation. BUILDING PERMITS PLANS FOR BUILDING AND OTHER RELATED PERMITS WILL NOT BE ACCEPTED FOR REVIEW UNTIL A LAND USE APPROVAL HAS BEEN ISSUED. Final inspection approvals by the Building Division will not be granted until there is compliance with all conditions of development approval. These pre-application notes do not include comments from the Building Division. For proposed buildings or modifications to existing buildings, it is recommended to contact a Building Division Plans Examiner to determine if there are building code issues that would prevent the structure from being constructed, as proposed. Additionally, with regard to Subdivisions and Minor Land Partitions where any structure to be demolished has system development charge (SDC) credits and the underlying parcel for that structure will be eliminated when the new plat is recorded, the City's policy is to apply those system development credits to the first building permit issued in the development (UNLESS OTHERWISE DIRECTED BY THE DEVELOPER AT THE TIME IN WHICH THE DEMOLITION PERMIT IS OBTAINED). 'PLEASE NOTE: The conference and notes cannot cover all Code requirements and aspects related to 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. AN ADDITIONAL PRE-APPLICATION FEE AND CONFERENCE WILL BE REQUIRED IF AN APPLICATION PERTAINING TO THIS PRE-APPLICATION CONFERENCE IS SUBMITTED AFTER A PERIOD OF MORE THAN SIX (6) MONTHS FOLLOWING THIS CONFERENCE (unless deemed as unnecessary by the Planning Division). PREPARED BY: i/ _ CITY 0 IGARD P NING D1YJSl• S A FFPfRSO ! MEETING PHO E: (503) 639-4171 FAX: (503) 684-7291 E-MAIL (staffs first name)@ ci.tigard.or.us TITLE 18(CITY OF TIGARD'S COMMUNITY DEVELOPMENT CODE)INTERNET ADDRESS: ci.tigard.or.us H:\patty\masters\Pre-App Notes Residentlal.doc Updated: 18-Jan-7001 (Engineering section: preapp.eng) CITY Of TIGARD Pre-Application Conference Notes Page 10 of 10 Resdennal Apphauon/Planning Division Section CITY OF TIGARD LAND USE APPLICATION CHECKLIST Please read this form carefully in conjunction with the notes provided to you at the pre- application conference. This checklist identifies what is required for submittal of a complete land use application. Once an application is deemed complete by Community Development staff, a decision may be issued within 6-8 weeks. If you have additional questions after reviewing all of the information provided to you, please contact the staff person named below at the City of Tigard Planning Division, (503) 639-4171. Staff: 1 ,,/ _A. f,. - - Date: ' 1. BASIC INFORMATION ALL LAND USE APPLICATIONS REQUIRE THE FOLLOWING: Completed Application Form with property owner's signature or name of agent and letter of authorization Title transfer instrument or grant deed Written summary of proposal Narrative demonstrating compliance with all applicable development standards and approval criteria (as specified in the Pre-Application Conference notes) Two (2) sets of stamped, addressed #10 envelopes for all owners of property within 500 feet of the subject property. Mailing envelopes shall be standard legal-size (#10), addressed with 1" x 4" labels (see envelope submittal requirements). Property owner mailing lists must be prepared by the City for a minimal fee (see request for 500' property owner mailing list form). Documentary evidence of neighborhood meeting (if required) Impact Study per Section 18.390.040.B.2.(e) Copy of the Pre-Application Conference notes Filing Fee 2. PLANS REQUIRED In addition to the above basic information, each type of land use application will require one or more of the following maps or plans. PLEASE SUBMIT EACH OF THE PLANS CHECKED BELOW WITH YOUR APPLICATION (Section 5 of this checklist provides details on what information to include on each plan): alit Vicinity Map Preliminary Grading/Erosion Control Plan '( Existing Conditions Map €r-- Preliminary Utilities Plan ❑ Subdivision Preliminary Plat Map ,-TD-, Preliminary Storm Drainage Plan ❑ Preliminary Partition/Lot Line Adjustment Plan in-,_ Tree Preservation/Mitigation Plan ❑ Site Development Plan ❑ Architectural Drawings Landscape Plan ❑ Sign Drawings Public Improvements/Streets Plan 3. NUMBER OF COPIES REQUIRED The City requires multiple copies of submittal materials. The number of copies required depends on the type of review process. FOR AN APPLICATION SUCH AS YOU ARE PROPOSING THE CITY REQUIRES / 7 COPIES OF ALL APPLICATION MATFRIAI City of Tigard Land Use Application Checklist Page 1 of 5 • 4. SPECIAL STUDIES AND REPORTS Because of the nature of your project and/or the site you propose to develop, THE FOLLOWING ADDITIONAL STUDIES WILL BE REQUIRED. These studies must be prepared by certified professionals with experience in the appropriate field: ❑ Traffic Study ❑ Local Streets Traffic Study ❑ Wetlands/Stream Corridor Delineation and Report ❑ Habitat Area Evaluation ❑ Storm Drainage System Downstream Analysis ❑ Preliminary Sizing Calculations for Proposed Water Quality and/or Detention Facility ❑ Geotechnical Report ❑ Other 5. PREPARING PLANS AND MAPS Plans and maps should be prepared at an engineering scale (1" = 10/20/50/100/200') and include a north arrow, legend and date. The same scale should be used for all your plans. Where possible the City prefers the use of a scale that allows a site plan or subdivision plat to be shown on a single sheet. Architectural drawings may be prepared at an architectural scale. One copy of each plan must be submitted in photo-ready 81/2 x 11 format. THE FOLLOWING IS A LIST OF REQUIRED INFORMATION FOR EACH TYPE OF PLAN (If the plans you submit do not include all of the information requested because you feel it is not applicable, please indicate this and provide a brief explanation). Vicinity Map Showing the location of the site in relation to: • Adjacent properties ❑ • Surrounding street system including nearby intersections ❑ • Pedestrian ways and bikeways ❑ • Transit stops ❑ • Utility access ❑ Existing Conditions Map Parcel boundaries, dimensions and gross area ❑ Contour lines (2' intervals for 0-10% slopes or 5'for slopes >10%) ❑ • Drainage patterns and courses on the site and on adjacent lands ❑ • Potential natural hazard areas including: • Floodplain areas ❑ • Areas having a high seasonal water table within 24" of the surface for three or more weeks of the year ❑ • Slopes in excess of 25% ❑ • Unstable ground ❑ • Areas with severe soil erosion potential ❑ • Areas having severely weak foundation soils ❑ • Locations of resource areas including: • Wildlife habitat areas identified in the Comprehensive Plan ❑ • Wetlands ❑ Other site features: • Rock outcroppings ❑ • Trees with >_6" caliper measured 4' from ground level ❑ Location and type of noise sources ❑ • Locations of existing structures and their uses ❑ . _ :,:c.:;, ,.,;;�:�� a.iu ,,.,.,ements City of Tigard Land Use Application Checklist Page 2 of 5 • Locations of existing dedicated right-of-ways n Subdivision Preliminary Plat Map The proposed name of the subdivision U Vicinity map showing property's relationship to arterial and collector streets ❑ Names, addresses and telephone numbers of the owner, developer, engineer surveyor and designer(as applicable) ❑ Scale, north arrow and date I � Boundary lines of tract to be subdivided Names of adjacent subdivisions or names of recorded owners of adjoining parcels of un-subdivided land ❑ Contour lines related to a City-established benchmark at 2' intervals for 0-10% grades and 5' intervals for grades greater than 10% ❑ The purpose, location, type and size of all of the following (within and adjacent to the proposed subdivision): • Public and private right-of-ways and easements ❑ • Public and private sanitary and storm sewer lines ❑ • Domestic water mains including fire hydrants ❑ • Major power telephone transmission lines (50,000 volts or greater) ❑ • Watercourses ❑ • Deed reservations for parks, open spaces, pathways and other land encumbrances ❑ • The location of all trees with a diameter 6 inches or greater measured at 4 feet above ground level ❑ • The location of all structures and the present uses of the structures, and a statement of which structures are to remain after platting ❑ Supplemental information including: • Proposed deed restrictions (if any) ❑ • A proposed plan for provision of subdivision improvements ❑ Existing natural features including rock outcroppings, wetlands and marsh areas The proposed lot configurations, lot sizes and dimensions, and lot numbers. Where lots are to be used for purposes other than residential, it shall be indicated upon such lots ❑ If any of the foregoing information cannot practicably be shown on the preliminary plat, it shall be incorporated into a narrative and submitted with the application materials ❑ Preliminary Partition/Lot Line Adjustment Plan The owner of the subject parcel ❑ The owner's authorized agent ❑ The map scale, north arrow and date ❑ Proposed property lines ❑ Description of parcel location and boundaries ❑ Contour lines (2' intervals for slopes 0-10% or 5' for slopes >10%) ❑ Location, width and names of streets, easements and other public ways within and adjacent to the parcel ❑ Location of all permanent buildings on and within 25'of all property lines ❑ Location and width of all water courses ❑ Location of any trees with 6" or greater caliper at 4' above ground level ❑ All slopes greater than 25% ❑ Location of existing and proposed utilities and utility easements ❑ Any applicable deed restrictions ❑ Evidence that land partition will not preclude efficient future land division where applicable ❑ Future street extension plan showing existing and potential street connections ❑ City of Tigard Land Use Application Checklist Page 3 of 5 Site Development Plan The proposed site and surrounding properties ❑ Contour line intervals ❑ • The locations, dimensions and proposed names of the following: • Existing and platted streets and other public ways (J • Easements on the site and on adjoining properties ❑ • Proposed streets or other public ways and easements on the site ❑ • Alternative routes of dead-end or proposed streets that require future extensions ❑ • The locations and dimensions of the following: • Entrances and exits on the site ❑ • Parking and circulation areas ❑ ♦ Loading and service areas ❑ • Pedestrian and bicycle circulation ❑ • Outdoor common areas ❑ • Above ground utilities ❑ • Trash and recyclable material areas ❑ • The locations, dimensions and setback distances of the following: ♦ Existing permanent structures, improvements, utilities and easements which are located on the site and on adjacent property within 25' of the site ❑ • Proposed structures, improvements, utilities and easements on the site ❑ • Sanitary sewer facilities ❑ • Existing or proposed sewer reimbursement agreements ❑ • Storm drainage facilities and analysis of downstream conditions ❑ Locations and type(s) of outdoor lighting considering crime prevention techniques ❑ The locations of the following: • All areas to be landscaped ❑ • Mailboxes ❑ ♦ Structures and their orientation ❑ Landscape Plan • Location of trees to be removed ❑ Location, size and species of existing plant materials ❑ General location, size and species of proposed plan materials ❑ Landscape narrative that addresses: • Soil conditions and how plant selections were derived for them ❑ • Plans for soil treatment such as stockpiling the top soil ❑ • Erosion control measures that will be used ❑ • Location and description of the irrigation system where applicable ❑ • Location and size of fences, buffer areas and screening ❑ • Location of terraces, decks, shelters, play areas, and common open spaces ❑ Public Improvements/Streets Plan Proposed right-of-way locations and widths ❑ A scaled cross-section of all proposed streets plus any reserve strips ❑ Approximate centerline profiles showing the finished grade of all streets including street extensions for a reasonable distance beyond the limits of the proposed subdivision ❑ City of Tigard Land Use Application Checklist Page 4 of 5 Grading/Erosion Control Plan The locations and extent to which grading will take place ❑ Existing and proposed contour lines ❑ Slope ratios ❑ Utilities Plan Approximate plan and profiles of proposed sanitary and storm sewers with grades and pipe sizes indicated on the plans ❑ Plan of the proposed water distribution system, showing pipe sizes and the locations of valves and fire hydrants ❑ Preliminary Storm Drainage Plan The location of all areas subject to inundation or storm water overflow ❑ Location, width and direction of flow of all water courses and drainageways ❑ Location and estimated size of proposed storm drainage lines ❑ Where applicable, location and estimated size and dimensions of proposed water quality/detention facility ❑ Tree Preservation/Mitigation Plan Identification of the location, size and species of all existing trees ❑ Program to save existing trees or mitigate tree removal (Section 18.790.030) ❑ A protection program defining standards and methods to be used during and after construction ❑ Architectural Drawings Floor plans indicating the square footage of all structures and their proposed use ❑ Elevation drawings for each elevation of the structure ❑ Sign Drawings Specify proposed location, size and height ❑ I:\,curpin\masters\revised\checklist.doc 5-Jun-00 City of Tigard Land Use Application Checklist Page 5 of 5 PRU PileATION CONF RENCENOTES ENGINEERING SECTION Cit dTlpar itryWtt Development Shaping A Better Community PUBLIC FACILITIES Tax Map(s): 2S102CB Tax Lot(s): 1300 Use Type: MLP 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. 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: ® SW Grant Street to 25 feet from centerline (Grant is a local residential street in this area.) SW to feet SW to feet SW to feet Street improvements: street improvements will be necessary along SW , to include: feet of pavement concrete curb I storm sewers and other underground utilities -foot concrete sidewalk I I street trees I I street signs, traffic control devices, streetlights and a two-year streetlight fee. CITY OF TIGARD Pre-Application Conference Notes Page 1 of 6 Engineering Department Section Other: street improvements will be necessary along SW , to include: [ I feet of pavement concrete curb I I storm sewers and other underground utilities I -foot concrete sidewalk street trees I I street signs, traffic control devices, streetlights and a two-year streetlight fee. Other: street improvements will be necessary along SW , to include: I 1 feet of pavement concrete curb storm sewers and other underground utilities -foot concrete sidewalk street trees street signs, traffic control devices, streetlights and a two-year streetlight fee. Other: street improvements will be necessary along SW , to include: feet of pavement concrete curb I storm sewers and other underground utilities -foot concrete sidewalk street trees street signs, traffic control devices, streetlights and a two-year streetlight fee. 1 I Other: 1 street improvements will be necessary along SW , to include: feet of pavement I I concrete curb storm sewers and other underground utilities 1 -foot concrete sidewalk CITY OF TIGARD Pre-Application Conference Notes Page 2 of 6 Engineering Department Section street trees I I street signs, traffic control devices, streetlights and a two-year streetlight fee. Other: Agreement for Future Street Improvements: In some cases, where street improvements or other necessary public improvements are not currently practical, the 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. The following street improvements may be eligible for such an agreement: (1.) (2.) Overhead Utility Lines: ® Section 18.810.120 of the Tigard Municipal Code (TMC) requires all overhead utility lines adjacent to a development to be placed underground or, at the election of the developer, a fee in-lieu of undergrounding can be paid. This requirement is valid even if the utility lines are on the opposite side of the street from the site. If the fee in-lieu is proposed, it is equal to $ 27.50 per lineal foot of street frontage that contains the overhead lines. There are existing overhead utility lines which run adjacent to this site along SW Grant Street. Prior to approval of the final plat, the applicant shall either place these utilities underground, or pay the fee in-lieu described above. Sanitary Sewers: The nearest sanitary sewer line to this property is a(n) 8 inch line which is located in SW Grant Street. The proposed development must be connected to a public sanitary sewer. It is the developer's responsibility to extend lateral to serve the new lot. Water Supply: The City of Tigard (Phone:(503) 639-4171) provides public water service in the area of this site. This service provider should be contacted for information regarding water supply for your proposed development. Fire Protection: Tualatin Valley Fire and Rescue District (South Division) [Contact: Eric McMullen, (503) 612-7010] 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. CITY OF TIGARO Pre-Application Conference Notes Page 3 016 Engineering Department Section Storm Sewer Improvements: All proposed development within the City shall be designed such that storm water runoff is conveyed to an approved public drainage system. The applicant will be required to submit a proposed storm drainage plan for the site, and may be required to prepare a sub-basin drainage analysis to ensure that the proposed system will accommodate runoff from upstream properties when fully developed. Submit a storm drainage plan for the new lot. All stormwater runoff from the new lot must be hard- piped to an approved drainage system. If there is a roadside ditch along SW Grant Street, then the water can be discharged there. Storm Water Quality: The City has agreed to enforce Surface Water Management (SWM) regulations established by the Unified Sewerage Agency (USA) (Resolution and Order No. 00-7) which requires the construction of on-site water quality facilities. The facilities shall be designed to remove 65 percent of the phosphorus contained in 100 percent of the storm water runoff generated from newly created impervious surfaces. The resolution contains a provision that would allow an applicant to pay a fee in-lieu of constructing an on-site facility provided specific criteria are met. The City will use discretion in determining whether or not the fee in-lieu will be offered. If the fee is allowed, it will be based upon the amount of new impervious surfaces created; for every 2,640 square feet, or portion thereof, the fee shall be $210. Preliminary sizing calculations for any proposed water quality facility shall be submitted with the development application. It is anticipated that this project will require: Construction of an on-site water quality facility. ® Payment of the fee in-lieu. Fee applies to the new lot only. Other Comments: All proposed sanitary sewer and storm drainage systems shall be designed such that City maintenance vehicles will have unobstructed access to critical manholes in the systems. Maintenance access roadways may be required if existing or proposed facilities are not otherwise readily accessible. 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 CITY OF TIGARD Pre-Application Conference Notes Page 4 of 6 Engineering Department Section circumstances, payment of I TIF may be allowed to be deferred tit the issuance of an occupancy permit. Deferral of the payment until occupancy is permissible only when the TIF is greater than $5,000.00. TIF fee applies to the new lot only. PERMITS Engineering Department Permits: Any work within a public right-of-way in the City of Tigard requires a permit from the Engineering Department. There are two types of permits issued by Engineering, as follows: Street Opening Permit (SOP). This permit covers relatively minor work in a public right-of-way or easement, such as sidewalk and driveway installation or repair, and service connections to main utility lines. This work may involve open trench work within the street. The permittee (O must submit a plan of the proposed work for review and approval. This type of permit requires a non-refundable $150.00 fee. In certain cases, where City costs may exceed the $150.00 fee, an administrative deposit will be required. In addition, the permittee will be required to post a bond or similar financial security for the work. Compliance Agreement (CAP). This permit covers more extensive work such as main utility line extensions, street improvements, etc. In subdivisions, this type of permit also covers all grading and private utility work. Plans prepared by a registered professional engineer must be submitted for review and approval. This type of permit requires a deposit to be submitted with the construction plans. The amount of the deposit depends upon the overall value of the public improvements. The City will track its costs throughout the life of the permit, and will either refund any remaining portion of the deposit, or invoice the permittee in cases where City costs exceeds the deposit amount. The permittee will also be required to post a performance bond, or other such suitable security, and execute a Developer/Engineer Agreement which will obligate the design engineer to perform the primary inspection of the public improvement construction work. Prior to City acceptance of any permitted work, and prior to release of work assurance bond(s), the work shall be deemed complete and satisfactory by the City in writing. The permittee is responsible for the work until such time written City acceptance of the work is posted. NOTE: If an Engineering Permit is required,the applicant must obtain that permit prior to release of any permits from the Building Division. Building Division Permits: The following is a brief overview of the type of permits issued by the Building Division. For a more detailed explanation of these permits, please contact the Development Services Counter at 503-639-4171, ext. 304. CITY OF TIGARD Pre-Application Conference Notes Page 5 of 6 Engineering Department Section Site Improvement P it (SIT). This permit is genera ssued for all new commercial, industrial and multi-family projects. This permit will also be required for land partitions where lot grading and private utility work is required. This permit covers all on-site preparation, grading and utility work. Home builders will also be required to obtain a SIT permit for grading work in cases where the lot they are working on has slopes in excess of 20% and foundation excavation material is not to be hauled from the site. Building Permit (BUP). This permit covers only the construction of the building and is issued after, or concurrently with, the SIT permit. Master Permit (MST). This permit is issued for all single and multi-family buildings. It covers all work necessary for building construction, including sub-trades (excludes grading, etc.). This permit can not be issued in a subdivision until the public improvements are substantially complete and a mylar copy of the recorded plat has been returned by the applicant to the City. For a land partition, the applicant must obtain an Engineering Permit, if required, and return a mylar copy of the recorded plat to the City prior to issuance of this permit. Other Permits. There are other special permits, such as mechanical, electrical and plumbing that may also be required. Contact the Development Services Counter for more information. GRADING PLAN REQUIREMENTS FOR SUBDIVISIONS All subdivision projects shall require a proposed grading plan prepared by the design engineer. The engineer will also be required to indicate which lots have natural slopes between 10% and 20%, as well as lots that have natural slopes in excess of 20%. This information will be necessary in determining if special grading inspections will be required when the lots develop. The design engineer will also be required to shade all structural fill areas on the construction plans. In addition, each homebuilder will be required to submit a specific site and floor plan for each lot. The site plan shall include topographical contours and indicate the elevations of the corners of the lot. The builder shall also indicate the proposed elevations at the four corners of the building. c" PREPARED BY • nNEERING DEP TMENT ST FF Phone: [503)639-4171 Fax: [503)684-7297 I\eng\brianr\templates\preap notes-eng dot Revised. April 21,2000 CITY OF TIGARD Pre-Application Conference Notes Page 6 of 6 Engineering Department Section Pre-Apps (CD Meetings) March2001 S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Thursday, March 08, 2001 8:00 8:30 9:00 Pre-app Phil & Darlene Poole 503-522-9545 13155 SW Grant Ave 9:30 10:00 Pre-App 10:30 11:00 Pre-app 11:30 12:00 12:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 10:13AM Thursday, March 01, 2001 A PRE-APPLICATION I ■ CONFERENCE REQUEST CITY OF TIGARD 13125 SW Hall Blvd., Tigard, OR 97223(503) 639-4171 FAX: (503) 684-7297 GENERAL INFORMATION Dar / FOR STAFF USE ONLY Applicant: 1411 iem 2 -P00 le, Address:/gg7D S, /0 1,J &ono k;"1/ Phone:5 J 95 Case No.: Pe t-2 0 0 I - 0001 City: __._ 0 I. . .A, e I ►,n -. 0 Zip: 97000._ Receipt No.: Contact Person: al i I Phone:SOS-S Pta Application Ac epted By: jJ SU 3 -7041-879x1 Date: //�C/ Property Owner/Deed Holder(s): S;gfytQ, DATE OF PRE-APP.: g 7 i•J r -� TIME OF PRE-APP.: I .d-r✓•_ - Address: r I:9Qre) Phone: PRE-APP. HELD WITH: City: I Zip: 970 Rev.12/6/2000 i:tcurpin\masterslrevisedlPre-App Request.doc Property Address/Location(s): /5 _ . R J, 11d g7 O1.3 REQUIRED SUBMITTAL ELEMENTS (Note: applications will not be accepted 653/12/5— without the required submittal elements) Tax Map & Tax Lot#(s): 7 GU/d@ • Co , T*rd. Ro//6 5gaq ❑ Pre-Application Conf. Request Form Site Size: •46 arm, 2 COPIES EACH OF THE FOLLOWING: ❑ Brief Description of the Proposal and PRE-APPLICATION any site-specific questions/issues that RE-APPLICATION CONFERENCE INFORMATION you would like to have staff research prior to the meeting. All of the information identified on this form are required to be submitted by the applicant and received by the Planning Division a El Site Plan. The site plan must show the minimum of one (1) week prior to officially scheduling a proposed lots and/or building layouts pre-application conference date/time to allow staff ample time to of the subject jest property show the location of the subject property in relation to the prepare for the meeting. nearest streets; and the locations of driveways on the subject property and A pre-application conference can usually be scheduled within 1-2 across the street. weeks of the Planning Division's receipt of the request for either Tuesday or Thursday mornings. Pre-application conferences are ❑ The Proposed Uses. one (1) hour long and are typically held between the hours of ❑ Topographic Information. Include 9:00-11:00 AM. Contour Lines if Possible. ❑ If the Pre-Application Conference is for a PRE-APPLICATION CONFERENCES MUST BE SCHEDULED IN MONOPOLE project, the applicant must PERSON AT THE COMMUNITY DEVELOPMENT COUNTER FROM attach a copy of the letter and proof in 8:00-4:00/MONDAY-FRIDAY. the form of an affidavit of mailing, that the collocation protocol was completed IF MORE THAN 4 PEOPLE ARE EXPECTED TO ATTEND THE (see Section 18.798.080 of the Tigard PRE-APPLICATION CONFERENCE IN YOUR GROUP, PLEASE Community Development Code). INFORM THE CITY IN ADVANCE SO THAT ALTERNATE ROOM ❑ Filing Fee$240.00 ARRANGEMENTS CAN BE MADE TO ACCOMMODATE THE GROUP. 5:trrct a&m41 ,t 17011w4,/-pil . a,, A, c LIQA) AtzLcAi . at e IAA-1)4Q) toA) a/ad ,CUUAft) /8-CAAAR-) 0-L) C"' fik-) ,f-iuu It p-, ..PALutp.m4oto c„4n,,,,+t4 4.0„2,, 'se-du tb„.tie4) ,tia 14 by,04 I /061-6) 1.--- Fro.?0/1,-/C 5'Z f - AI?I'V 03 , .t. ' . 2 C',... a,,, c., 1 ea FT, ,r, ., .7 L. 1 , , 0 1111-7. ---111-1411 Cr: ifillyirl*priri:V:oci:),IRIci (xi --. 1-- i LSI ■— , , 2 • i ; ,.e• i 1,....._ Lu Zri ! I — . 2s3.1 1 Pr oPti- J — 13155 5.vi . Fs rfitt Av. 5 c a,1e, 1 ''-: 25 LH, acr cd' • 4,7 0 R.M. ^� � O ," 207.3 l ,0101 ail 1 . ^ �`\ ,' x2074* __./.- ___-".02_\) ,c;c \ all �78 + , X 1 r \1 x 212 s ., . i //r ..\\��._,_..� • 'rc iKG 215 5 40 0(k` )\ ,' ,,, . , , ' s ohili 6-■._ ,, ay ..\ • / \ \ 0 a ic'3. -- ° \ 4-44Pik, .._- O. •(3:---- ■ 7■• _ ,v- ;‹..., ' (S3,,. <> , N . ----- �\ . O� O 00, T.'1 0 • __ ..,,..„, 0 *Ix ' * a o ,� { cig dp 0 w. . ieR. Apo-f, x x IMrr �Z /- ` x 2278 ., " / x PAVED i‘rps r........-, 0 5, 10 ..(1 . , 1- CITY of TIGARD GEOGRAPHIC INFORMATION SYSTEM VICINITY MAP \ 13155 SW Grant Ave 1401 14:1 r __________________ _..ill,k1/4pPPfi OP G 1111 A Ill T I i____ El __ , 1 k Al „v.. 7A* 147.- lit", le . IIIP IlleK N Vr 0 25 50 75 100 125 Feet I 1`=95 feet -_________,,.. I \ A _tii,%°!P , ______ PARK 1., 1 City of Tigard Information on this map is for general location only and should be verified with the Development Services Division. __,_ / 13125 SW Hall Blvd Tigard,OR 97223 i \�\`\ \ (503)839-1171 htlpl 503)ci.tigard.or,ue Community Development Plot date:Mar 1,2001;C:lmagiclMAGIC03.APR