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CUP1995-00001
. ,PROPOSAL DESCRIPTIOO a,LL� >1�J CITY OF TIGARD OREGON FILE NO: CUP 95- 0001 /VAR 95 -0002 FILE TITLE: HARDY /BUSH /CHEVRON APPLICANT: Don Hardy OWNER: L.P. Bush, Inc 122 SE 27th 2624 Pacific Avenue Portland, OR 97214 _ Forest Grove, OR 97116 (503) 236 -6000 REQUEST: A request for the following development applications: 1.) Conditional Use approval to allow the construction of a gasoline service station; and 2.) Variance approval for a reduction of the required 75 foot setback from the driveway to the nearest fuel pump. LOCATION: 13970 SW Pacific Highway (WCTM 2S1 3DD, tax lot 1200). Northeast corner of the intersection of SW McDonald Street and SW Pacific Highway. APPLICABLE REVIEW CRITERIA: Community Development Code Sections 18.62, 18.90, 18.96, 18.100, 18.102, 18.104, 18.106, 18.108, 18.116, 18.120, 18.130, 18.134, 18.164. ZONE: C -G (General Commercial). The General Commercial zone allows public agency and administrative services, public support facilities, professional and administrative services, financial, insurance, and real estate services, business support services, general retail sales, eating and drinking establishments, among other uses. CIT: South CIT FACILITATOR: PHONE NUMBER: (503) STAFF DECISION PLANNING COMMISSION DATE OF HEARING: TIME: 7:30 X HEARINGS OFFICER DATE OF HEARING: TIME: 7:00 CITY COUNCIL DATE OF HEARING: TIME: 7:30 1 :11 fill I MU I tetc\1/cN :ki140 I V/_1II_1:1NII fe]; '1I u11 [el JV 'lr•11 [es 'MYAI1[.]o VICINITY MAP LANDSCAPING PLAN NARRATIVE X ARCHITECTURAL PLAN SITE PLAN X OTHER STAFF CONTACT: Will D'Andrea (503) 639 -4171 x315 CUP 95-0001/VAR 95 -0002 HARDY /BUST -1 /CHEVRON February 21. 1995 • S CITY OF TIGARD Washington County, Oregon „ • NOTICE OF FINAL ORDER a BY THE HEARINGS OFFICER Concerning Case Number(s): CUP 95- 0001IVAR 95.0002 Name of Owner. L.P. Bush, Inc. Name of Applicant Don Hardy Address of Applicant 122 SE 27th City: Portland State: Oregon Zip: 97214 Address of Property: 13970 SW Pacific Highway City: Tigard State: Oregon Zip: 97223 Tax Map and Lot No(s).: WCTM 2S1 3DD, tax lot 1200 Request ► A request for the following development applications: 1.) Conditional Use approval to allow the construction of a gasoline service station; and 2.) Variance approval for a reduction of the required 75 foot setback from the driveway to the nearest fuel pump. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.62, 18.96, 18.100, 18.102, 18.104, 18.106, 18.108, 18.116, 18.120, 18.130, 18.134, 18.164. Zone: C -G (General Commercial). The General Commercial zone allows public agency and administrative services, public support facilities, professional and administrative services, financial, insurance, and real estate services, business support services, general retail sales, eating and drinking establishments, among other uses. Action ■ ❑ Approval as requested CO Approval with conditions ❑ Denial Notice: Notice was published in the newspaper, posted at City Hall and mailed to: ® Owners of record within the required distance ® Affected governmental agencies ® The affected Citizen Involvement Team Facilitator ® The applicant and owner(s) THE DECISION SHALL BE FINAL ON MAY 19,:1995: UNLESS AN APPEAL IS FILED Final Decision The adopted findings of fact, decision and statement of conditions can be obtained from the City of Tigard Planning Department, Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. Apnea!: Any party to the decision may appeal this decision in accordance with 18.32.290 (B) and Section 18.32.370, which provides that a written appeal may be filed within ten (10) days after notice is given and sent. The appeal may be submitted on City forms and must be accompanied by the appeal feels) of $315.00 plus transcript costs, not in excess of $500.00. THE DEADLINE FOR FILING OF AN APPEAL IS 3:30 P.M ON MAY 19 1995 Questions: If you have any questions, please call the City of Tigard Planning Department at (503) 639.4171. HEARINGS OFFICER NOTICE OF RNAL ORDER CUP 95 f/VAK95-0002 May 9, 1995 HARDY/BUSH/CHEVRON • BEFORE THE LAND USE HEARINGS OFFICER FOR THE CITY OF TIGARD, OREGON Regarding an application by Don Hardy for L.P. Bush, Inc. ) FINAL ORDER for approval of a conditional use permit for a service station ) and a variance to vehicle stacking standards for land at ) CUP 95 -0001 13970 SW Pacific Highway in the City of Tigard, Oregon ) VAR 95 -0002 I . SI TMMARY 1. The applicant requests approval of a conditional use permit for a service station in the CG (General Commercial) zone and a variance to the minimum required on -site vehicle stacking requirement in Tigard City Code section 18.106.060(A). The site contains 12,440 square feet. It occupies the northeast corner of the intersection of Pacific Highway and McDonald Street. The site was used for a service station in the past, but that station has been demolished. The new station will consist of 4 gasoline dispenser islands. The island will be covered by a 38 -foot x 53 -foot canopy. A 200 -square foot office/rest room building will be constructed in the northeast corner of the site (setback 5 feet from property lines). There will be 42.5 feet of vehicle stacking area between Pacific Highway and the pump nearest to it and 52 feet of vehicle stacking area between McDonald Street and the pump nearest to it. Existing curb cuts near the intersection of Pacific Highway and McDonald Street will be removed. A curb cut onto Pacific Highway near the north edge of the site will be widened. A curb cut also will be provided to McDonald Street near the east edge of the site. Three parking spaces will be provided on site. About 2200 square feet of the site (or about 17.6 %) will be landscaping. The applicant does not propose to include space for retail sales of consumer goods on the site, other than small quantities of automobile supplies and general purpose vending machines. 2. At the public hearing in this matter on April 24, 1995, City staff recommended conditional approval. The applicant accepted most of the conditions of approval recommended by staff with exceptions noted below. No one else testified. For the reasons provided herein, the hearings officer hereby approves the conditional use permit and variance, subject to conditions of approval at the conclusion of this final order. II. HEARING AND RECORD 1. Hearings Officer Larry Epstein received testimony at the public hearing about this application on April 24, 1995. A record of that testimony is included herein as Exhibit A (Parties of Record), Exhibit B (Taped Proceedings), and Exhibit C (Written Testimony). These exhibits are filed at the Tigard City Hall. 2. City planner Will D'Andrea summarized the Staff Report. 3. Dave Kimmel testified for the applicant. He corrected the Staff Report by stating that the site will not contain a store. It will contain a couple of vending machines. He agreed to accept a condition of approval prohibiting retailing, other than goods directly related to automobile services and goods commonly sold through vending machines. a. He objected to recommended condition of approval 8.D, which would require the applicant to extend a walkway from the proposed office /rest room building to Pacific Highway, arguing the walkway is unnecessary, because the building will not provide retail goods, and it is not practicable to provide a relatively safe pedestrian pathway across the stacking lanes to reach the building. Page 1 - -- Hearings Officer Final Order CUP 95-0001/VAR 95 -0002 (LP. Bush) • . • b. He discussed alternatives to recommended condition of approval 10, which would require the applicant to submit a traffic study and quarterly reports about traffic impacts of the reduced stacking distance. He objected to the suggestion in the Staff Report that the City could require the applicant to close one of the driveways to the site if the reduced stacking distance becomes a problem. He objected to the requirement that traffic reports be submitted quarterly forever, arguing the City should be able to determine within a relatively short time whether the reduced stacking distance is a problem. He proposed that the applicant provide quarterly traffic reports for one year after occupancy. If the reports show no problem, further reports would not be necessary. If the reports show a problem, the City Engineer can retain jurisdiction to decide whether further reports are warranted and/or whether access to or activities on the site should be modified to address the problem. 4. City engineering staff Michael Anderson discussed access limits with Mr. Kimmel, noting that the applicant for "Boston Chicken" across Pacific Highway from the site in question is required to install a raised median being built between opposing lanes of traffic on Pacific Highway. That will prevent left -hand turns into the site from southbound traffic on Pacific Highway, and may eliminate the need for a "pork- chop" diverter for the Pacific Highway driveway on the site. III. SITE VISIT The hearings officer visited the site before the hearing without the company of others. The hearings officer announced at the hearing that he had done so and invited parties to ask what he observed. No one did so. IV. DISCUSSION 1. City staff recommended approval of the application subject to conditions in the Staff Report as amended at the hearing. The hearings officer finds that the Staff Report generally contains all the applicable standards for the application and findings showing the application complies with those standards. Those findings are not disputed in large part. To the extent the findings are not disputed, the hearings officer adopts them as his own in support of a decision to approve the application subject to the conditions recommended in the Staff Report except as expressly provided otherwise below. 2. If the building on the site does not provide general consumer goods, and is limited to an office and rest rooms, the hearings officer fords that section 18.108.050(A) does not require a pedestrian pathway to be built between the building and the adjoining street. Moreover, the auto - oriented nature of the use on the site and the relatively small size of the site make such a path potentially hazardous. Therefore the hearings officer finds that condition of approval 8.D should be amended to delete the pathway requirement and to insert a prohibition against selling consumer goods in the building, except auto - related goods and goods commonly sold through vending machines. 3. To ensure that granting a variance to the minimum stacking distance standard does not adversely affect traffic, a condition of approval is warranted to require the applicant to submit periodic studies of impacts of the lesser stacking distance on traffic on adjoining streets and turning movements into and out of the site. The studies should be prepared by a professional engineer with expertise in traffic engineering, submitted to the city engineer for review and approval, and provided at least quarterly for one year after occupancy of the service station. If, at one year, the city engineer concludes no problems are evident, further studies should not be required. If, after one year, the city engineer concludes the lesser stacking distance is causing or contributing to significant adverse Page 2 - -- Hearings Officer Final Order CUP 95- 0001NAR 95 -0002 (LP. Bush) • • traffic effects, then the city engineer should decide what to do. Authority should be delegated to the city engineer to limit access to and/or use of the site to remedy the problem and to require the applicant to submit additional studies to monitor the impact of the remedial measures for a definite, reasonable period of time. Decisions by the city engineer should be subject to appeal to the hearings officer. V. CONCLUSIONS Based on the findings provided or incorporated by reference above, the applicant's request does or can comply with the applicable standards of the City of Tigard Community Development Code and should be approved, subject to the conditions of approval in the Staff Report with certain changes. VI. ORDER The applicant's request, CUP 95 -0001 and VAR 95 -0002 (L.P. Bush), is hereby approved, subject to the conditions in Section V of the Staff Report, with the following amendments: 1. Condition of approval 8.D is hereby amended to read as follows: The plan shall state on its face that the building on the site may not be used for retail sales other than sales of motor vehicle- oriented goods and sales of goods commonly sold in vending machines. 2. Condition of approval 10 is hereby amended to read as follows: The applicant shall employ a professional engineer licensed in Oregon with expertise in traffic engineering to study impacts of the on -site stacking distance on traffic on adjoining streets and turning movements into and out of the site. The engineer shall submit written reports regarding his observations and analysis to the city engineer for review and approval at least quarterly for one year after occupancy of the service station. If, at one year, the city engineer concludes no problems are evident, further studies are not required. If, after one year, the city engineer concludes the lesser stacking distance is or may be causing or contributing to significant adverse traffic effects, then the city engineer shall decide what to do, such as limiting access to and/or use of the site and requiring the applicant to submit additional studies to monitor the impact of the remedial measures for a definite, reasonable period of time. Decisions by the city engineer may be appealed to the hearings officer as provided for administrative decisions in the Development Code. 'a ATEEthis 8th d:"• y, 1995. I/2I.1/ iI2f . Larry E , , tein, • City of igard , e i gs Officer Page 3 - -- Hearings Officer Final Order CUP 95- 0001NAR 95-W02 (LP. Bush) s AGENDA ITEM 2.4 BEFORE THE LAND USE HEARINGS OFFICER FOR THE CITY OF TIGARD, OREGON Regarding an application by Don Hardy, representing STAFF REPORT L.P. Bush Inc., to allow the development of a gasoline CUP 95 -0001 service station. canopy and 200 square foot office/ VAR 95 -0002 convenience store. I. SUMMARY OF THE REQUEST CASE: Conditional Use Permit CUP 95 -0001 Variance CUP 95 -0002 SUMMARY: A request for Conditional Use approval to allow the construction of a gasoline service station, canopy and 200 square foot office /convenience store. APPLICANT: Don Hardy OWNER: L.P. Bush Inc. 122 SE 27th 2624 Pacific Ave Portland, OR 97214 Forest Grove, OR 97116 COMPREHENSIVE PLAN DESIGNATION: General Commercial ZONING DESIGNATION: C -G (General Commercial) LOCATION: 13970 SW Pacific Highway (WCTM 2S1 03DD, Tax Lot 1200). The northeast corner of SW Pacific Highway and SW McDonald Street. APPLICABLE LAW: Community Development Code Chapters 18.62.040, 18.62.050, 18.96.020, 18.100.015, 18.100.030, 18.100.035, 18.100.110, 18.102, 18.104.020, 18.106.020(0), 18.106.030(C)(14), 18.106.040(A)(1), 18.106.050(N), 18.106.060(A), 18.108.050(A), 18.108.080, 18.114, 18.116, 18.130.040, 18.130.150(C)(30), 18.134, 18.164.030(A) and (E), 18.164.070. 18.164.090, 18.164.100, and Comprehensive Plan Policies 2.1.1, 4.2.1, 7.1.2. 7.3.1, 7.4.4, 7.5.2, 7.6.1, 8.1.1, and 8.1.3. STAFF RECONEMENDATION: Approval subject to conditions. HEARINGS OFFICER - CUP 95- 0001 /VAR 95 -0002 - HARDY/BUSH/CHEVRON Pagel • 11. SITE AND VICINITY INFORMATION A. Background Information: The site has been developed with a gasoline service station. The applicant received a demolition permit to remove the existing station. No other development applications have been recieved by the City. - B. Site Information and Proposal Description: The 12,440 square foot site has approximately 109 feet of frontage on SW Pacific Highway and approximately 130 feet of frontage on SW McDonald Street. The site is relatively flat and has been developed with service station. The applicant requests Conditional Use approval to allow the construction of a new gasoline service station. The new station will consist of four multi- product dispensers with two dispensers per island. The dispensers will be covered by a 38 foot by 53 foot canopy, and a 200 square foot office /restroom and small convenience store will be built. C. Vicinity Information: Properties to the north, south, east, and west are zoned C -G (General Commercial) and are developed with a mix of commercial uses. The uses located at the intersection include another service station, restaurant and book store. III. EVALUATION OF REQUEST A. Community Development Code: 1. Chapter 18.62.040 lists Vehicle Fuel Sales as a Conditional Use in the C -G zone. 2. Chapter 18.130.040 contains the following general approval criteria for a Conditional Use: 1) The site size and dimensions provide adequate area for the needs of the proposed use; HEARINGS OFFICER - CUP 95- 0001;VAR 95 -0002 - HARDY/BUSH/CHEVRON Paget • s 2) The characteristics of the site are suitable for the proposed use - • considering size, shape, location, topography, and natural features. 3) All required public facilities have adequate capacity to serve the proposal. 4) The applicable requirements of the zoning district are met except as modified by this chapter. 5) The supplementary requirements set forth in Chapter 18.114 (Signs) and Section 18.120.180 (Approval Standards) Site Development Review. if applicable, are met. 6) The use will comply with the applicable policies of the Comprehensive Plan. The development of a gasoline service station in an C -G zone requires a Conditional Use approval. The site size and dimensions provide adequate area for the proposed use given the reduction in the required 75 foot setback requirement. Site characteristics are suitable as there are no significant trees, water courses, wetlands or other natural features on the site. Adequate public facilities are available to serve this proposal. Compliance with the applicable zoning district requirements, site development review and Comprehensive Plan Policies can be satisfied by this proposal as demonstrated by the analysis presented within this report and review process. 3. Section 18.130.160(C)(281 contains the following additional Conditional Use criteria for Vehicle Fuel Sales with convenience sales: A) The lot area and dimensional requirements of the underlying zoning district shall apply: and B) Additional requirements shall apply as required by the underlying zoning district. As discussed below, dimensional requirements are satisfied. Additional code requirements can be satisfied by this proposal as demonstrated by the analysis presented within this report and review process. 4. Section 18.62.050 (C -G Zone) states that there is no minimum lot size requirement. The minimum lot width requirement is 50 feet. There are no setback requirements except 20 feet where the C -G zone abuts a residential zoning district. This site does not abut a residential zoning district. The proposed building is approximately 11 feet in height. well under the 45 foot HEARINGS OFFICER - CUP 96- 0001/VAR 95-0002 - HARDY/BUSH/CHEVRON Page3 � • maximum height. The minimum landscape requirement shall be 15 percent. The - applicant is proposing approximately 2,192 square feet (17 %) of landscaping. The applicant has been conditioned to provide additional right -of -way which - will impact the square footage of the site and landscaped area requirement. A revised landscape / impervious surface calculation shall be submitted which provides for a minimum of 15 percent landscaping in accordance with this section. 5. Section 18.96.020 (Additional Yard Setback Requirements) requires that the building setback on SW Pacific Highway (an Arterial street) shall be the setback distance required by the zoning district plus 50 feet measured from the centerline of the street and that the building setback on SW McDonald Street (a collector street) shall be the setback distance required by the zoning district plus 30 feet measured from the centerline of the street. As indicated on the site plan, these setback standards are satisfied. 6. Section 13.120.180(A)(1) (Site Development Review - Approval Standards) requires 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 18.96, 13.100, 13.102, 18.106, 18.108, 18.114, 18.120, and 13.164. The proposal's consistency with these Code Chapters is reviewed in the following sections. The proposal contains no elements related to the provisions of Code Chapters 13.34 (Sensitive Lands), 18.80 (Planned Development), 18.92 (Density Computations), 13.94 (Manufactured/ Mobile Home Regulations), 18.98 (Building Height Limitations: Exceptions), or 18.144 (Accessory Use and Structures) which are also listed under section 18.120.180.A.1. These Chapters are therefore found to be inapplicable as approval standards. Code section 18.120.130.A.2 provides other Site Development Review approval standards not necessarily covered by the provisions of the previously listed sections. These other standards are addressed immediately below. The proposal contains no elements related to the provisions of 13.120.180.3 (Exterior Elevations), 18.120.180.5 (Privacy and Noise), 18.120.180.6 (Private Outdoor Areas: Residential Use), 18.120.180.7 (Shared Oudoor Recreation Areas: Residential Use), 13.120.130.3 (Sensitive Lands), 18.120.130.9 (Demarcation of Spaces), and are therefore found to be inapplicable as approval standards. HEARINGS OFFICER - CUP 95- 0001NAR 95 -0002 - HARDY/BUSH/CHEVRON Page4 • Relationship to the Natural and Physical Environment: Section 13.120.130.2 states that buildings shall be located to preserve existing trees. topography, and natural drainage and that trees having a six inch caliper or greater shall be preserved or replaced by new plantings of equal character. The site is in the process of re- developement and does not contain natural drainage or existing trees in need of preservation. Buffering. Screening and Compatibility between adjoining uses: Section 18.120.108.4(A) states that buffering shall be provided between different types of land uses. This criteria is not applicable as the proposal does not abut a different use as outlined in the Buffer Matrix (13.100.130). Section 13.120.103.4(B) states that on -site screening from view of adjoining properties of such things as service and storage areas, parking lots, and mechanical devices on roof tops shall be provided. A revised plan shall be submitted which shows how any mechanical devices on the roof shall be screened, year round. from adjoining properties and the public street. Crime Prevention and Safety: Section 18.120.108.10 requires that exterior lighting levels be selected and the angles shall be oriented towards areas vulnerable to crime and shall be placed in areas having heavy pedestrian or vehicular traffic. An exterior lighting plan has been submitted and approved by the Tigard Police Department. 7. Section 18.100 contains standards for landscaping and screening. a. Section 18.100.015 requires that the applicant submit a landscaping plan, and that the approval standards are the applicable standards contained in Section 18.100 and which are listed below: b. Section 18.100.030 (Street Trees) states that all development projects fronting on a public, private street, or a private driveway more than 100 feet in length shall be required to plant street trees in accordance with the standards in Section 18.100.035. Section 18.100.035(A) requires that landscaping in the front and exterior side yards shall include trees with a minimum caliper of two inches at four feet in height as specified in the requirements stated in subsection 18.100.035(B). Section 18.100.035(B) 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 landscape plan shows the provision of HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Pages • 5 red maple trees, with a 2 inch caliper, to be planted along both street frontages, thereby satisfying this criteria. c. Section 18.100.110 (Screening: Special Provisions) lists the specifications for providing screening for parking and loading areas. Section 18.100.I10(A) (Screening of Parking and Loading Areas) 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 landscaped islands in all parking areas, and shall be equally distributed on the basis of one tree for each seven parking spaces in order to provide a canopy effect. The minimum dimension on the landscape islands shall be three feet and the landscaping shall be protected from vehicular damage by some form of wheel guard or curb. A revised site plans shall be submitted which provides for parking lot trees adjacent to the proposed parking areas and increased screening of the parking and fueling area, in accordance with this section. Section 18.100.110(B) and (D) (Screening of Refuse Containers and Service Facilities) requires that such facilities be screened or enclosed from view by placement of a solid wood fence, masonry wall or evergreen hedge. The plan indicates screening with a cyclone fence. A revised plan shall be submitted which provides screening in accordance with this section. 8. Section 18.102.020 (Visual Clearance) requires that a clear vision area shall be maintained on the corners of all property adjacent to intersecting right -of -ways or the intersection of a public street and a private driveway. A clear vision area shall contain no vehicle, hedge, planting, fence, wall structure, or temporary or permanent obstruction exceeding three feet in height. The code provides that obstructions which may be located in this area shall be visually clear between three and eight feet in height (trees may be placed within this area provided all branches below eight feet are removed). A visual clearance area is the triangular area formed by measuring a 30 foot distance along the street right -of -way and the driveway and then connecting these two 30 foot distance points with a straight line. As indicated on the site plan, vision clearance criteria is satisfied. HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page6 • s 9. Section 13.104.020 (Fuel Tank Installations) requires that all underground fuel tank and above - ground stationary fuel storage containers may be installed in all districts provided that: A) All fuel tank installations must be reviewed and approved by the Buiding Official; and B) Application for the necessary permits from the Building Official shall be accompanied by a signed, approved document from the applicable fire district. The applicant shall submitt documentation of the approved Building Official and Fire District approvals. 10. Section 18.106 (Off - Street Parking and Loading) contains standards for parking and loading. a. Section l8.106.030(C)(141(Parking) requires that one parking space be provided per 400 square feet of gross floor area for convenience sales. but not less than 4 spaces per establishment. The plan shows the provision of 4 parking spaces. thereby satisfying this criteria. b. Section 13.106.050(N) requires that artificial lighting on all off - street parking facilities shall be designed to deflect all light so as not to create a hazard to the public use of any road or street. As indicated on the site plan, lighting shall satisfy this criteria. c. The Americans with Disabilities Act (ADA), which became effective on January 26, 1992, requires 1 disabled parking space if 1 to 25 parking spaces are provided. As indicated on the site plan, one disabled parking space is provided thereby satisfying this criteria. d. Section 18.106.020(0) (Bicycle Parking) requires one bicycle parking rack space for each 15 vehicular parking spaces in any development. Bicycle parking areas shall not be located within parking aisles, landscape areas, or pedestrian ways. As indicated on the site plan, one bicycle parking space has been provided. e. Section 18.106.040(A)(1) (Compact Car Spaces) allows up to 40% of the required parking spaces to be compact. All four of the proposed parking spaces are standard size spaces. f. Section 18.106.060(A) (On -Site Vehicle Stacking Areas) requires that gasoline service stations provide an area for inbound vehicles of 75 feet HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Pagel • • between the curb cut and nearest pump. Section 18.106.060(B) gr the approval authority, upon request, to allow reduction in the amount of vehicle stacking area if such a reduction is deemed appropriate after - analysis of the size and location of the development, limited services available, etc. The applicants plan provides only 40 feet from SW Pacific Highway to the nearest pump and 40 feet from SW McDonald Street. The applicant requesting for a variance approval from the 75 foot setback requirement to allow the proposed 40 foot setback. The variance is addressed in section 18.134 below. 11. Section 18.108.080 (Access and Circulation - Minimum Requirements) requires that commercial uses which provide fewer than 100 parking spaces to provide one access with a width of 30 feet, with 24 feet of pavement width. In • addition, section 18.120.180 (A)(11)(b' requires that circulation patterns within a development be designed to accomodate emergency vehicles. The plan shows the provision of two access drives of 30 foot width, thereby satisfying this criteria. 12. Section 18.108.050(A) requires that a walkway be extended from the ground floor entrance of the structure to the street which provides the required ingress and egress. Walkways shall provide convenient connections between buildings. Unless impractical , walkways shall be constructed between a new development and neighboring developments. Revised plans shall be submitted which provide walkway connections from the entrance of the store to SW Pacific Highway, in accordance with this section. 13. Section 18.114.130 (0 (Signs) lists the type of allowable signs and sign area permitted in the C -G zone. All signs shall conform to the provisions listed in this code section. • 14. Section 18.116 (Mixed Solid Waste and Recyclable Storage) requires that new construction incorporates functional and adequate space for on -site storage and efficient collection of mixed solid waste and source separated recyclables prior to pick -up and removal by haulers. The applicant shall choose one of the following four methods to demonstrate compliance: Minimum standard, Waste assessment, Comprehensive recycling plan, or Franchised hauler review and sign -off. The applicant shall submit evidence or a plan which indicates compliance with this section. The applicant shall also provide a written sign - HEARINGS OFFICER - CUP 95- 0001NAR 95 -0002 - HARDY/BUSH/CHEVRON Page8 • s off from the franchise hauler related to the location and compatibility of service equipment. 15. Section 18.134.050 (Variance) provides standards for granting a variance: 1. The proposed variance will not be materially detrimental to the purposes of this title, be in conflict with the policies of the Comprehensive Plan, to any other applicable policies and standards, and to other properties in the same zoning district or vicinity. This variance will not be in conflict with other standards as the Code allows reductions in vehicle stacking areas. Section 18.106.060(B) grants the approval authority, upon request, to allow reduction in the amount of vehicle stacking area if such a reduction is deemed appropriate after analysis of the size and location of the development, limited services available, etc. All other standards and policies shall be complied with as discussed in this report. The purpose of the 75 foot setback is to provide stacking area for incoming traffic. The applicant has designed the site to provide for maximum efficiency. The design allows a 3 car stacking area using a car length of 15 feet, with space in between vehicles. The canopy and fuel dispenser orientation provides the maximum distance from the driveway curb to the dispensers. The fuel island spacing is capable of fueling two vehicles at once. Additionally, a pass - through lane is designed in the center of the station to allow customers to reach the forward dispenser if • a vehicle is fueling at the rear dispenser. Customers will be informed to pull to the most forward pump with directional signage. The applicant has not provided a traffic report or other evidence which supports or verifies that the proposed design will function so as to not impact the adjoining streets. The applicant, as a condition of approval, shall be required to submit to the Engineering Department a traffic report which documents the volume and functioning of the modified stacking lane. This data shall be submitted quarterly and must be prepared by a registered traffic engineer. Evaluation of this proposed conditional use shall be based upon this report. Should the report provide evidence that the stacking area is not functioning satisfactorily, this conditional use permit shall be modified to ensure proper functioning or shall be revoked. 2. There are special circumstances that exist which are peculiar to the lot size or shape, topography or other circumstances over which the applicant has no control, and which are not applicable to other properties in the HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page9 • same zoning district. The special circumstances which exist include the lots size, shape, comer lot location and the newly imposed requirements for stacking. The site is approximately 12,440 square feet and has approximately - 109 feet of frontage on SW Pacific Highway and approximately 130 feet of • frontage on SW McDonald Street. The lots irregular shape and corner lot orientation provides only 110 feet between the two access points, which are located on opposite frontages. The only other solution for providing the 75 foot stacking distance would be to close one of the driveways. 3. The use proposed will be the same as permitted under this title and City standards will be maintained to the greatest extent that is reasonably possible while permitting some economic use of the land. The requested variance will in no way affect the Conditional Use status of the proposed gas station. All other City standards will be maintained, as discussed in this analysis. 4. Exisiting physical and natural systems, such as but not limited to traffic, drainage, dramatic land forms, or parks will not be adversely affected any more than would occur if the development were located as specified in this title. Existing physical and natural systems will not be adversely affected any more than would occur if the variance were not requested. This is due in part to the fact that this is a previously developed site which is being rebuilt as a new service station. Drainage will be connected to an approved system and the traffic study conclude that the proposed development will not effect the existing traffic service level on SW Pacific Highway of SW McDonald Street. 5. The hardship is not self - imposed and the variance requested is the minimum variance which would alleviate the hardship. The hardship related to this variance is not self - imposed as the applicant has no control over the size and shape of the site or location of the existing streets. The requested variance is the minimum variance which would alleviate the hardship as this reduction enables the applicant to utilize the site while providing a design which allows for on -site stacking options. 16. Chapter 18.164 contains standards for streets and utilities. HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Pagel() • s a. Section 18.164.030(A' requires streets within and adjoining a development to be dedicated and improved based on the classification of the street. b. Section 18.164.030(El requires an arterial street to have a minimum 60 foot right -of -way and a major collector street to have a minimum 60 foot right -of -way with a 44 foot minimum roadway width, and 2 -3 moving lanes. c. Section 18.164.070(A)(11(bl requires sidewalks adjoining both sides of arterial and collector streets. d. Section 18.164.090 requires sanitary sewer service. e. Section 18.164.100 requires adequate provisions for storm water runoff and dedication of easements for storm drainage facilities. PUBLIC FACILITY CONCERNS: Sections 18.164.030 (Streets), 18.164.090 (Sanitary Sewer), and 18.164.100 (Storm Drains) shall be satisfied as specified below: 1. STREETS: The applicant has submitted a traffic study entitled "Highway 99W Near McDonald Street - Traffic Analysis Report" as prepared by Keech Associates, Inc., dated August 9, 1994. The report analyzes the effects of the additional traffic from the site's proposed driveways, one on SW Pacific Highway, a State Highway, and one on SW McDonald Street, and the impact to the existing and proposed traffic at the traffic sinal at the intersection of SW Gaarde Street/SW McDonald Street with SW Pacific Highway. The report concludes that the driveway onto SW Pacific Highway, with a right turn in/out only option provides the best circulation for both the site conditions and the highway /street intersection, and the applicant has incorporated this design on the site plan. In addition, the report indicates that a right turn lane on the westbound le? of SW McDonald Street would be necessary for the anticipated future "Total Traffic" HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Pagel 1 • ` conditions. Included in the recommendations from the State Highway Department (ODOT) is the installation of the right turn lane. At the request of the applicant, a meeting was held to discuss the alternatives that would implement the recommended right turn lane. It was agreed that the extra - widening should be shared between both sides of SW McDonald Street by dedicating an additional 6 feet on each side. The right turn lane would be constructed in stages with the north curb line being relocated with this application, and the south curb line to be relocated in the future. The applicant should modify their site plan to show the widening of the existing northerly curb lane construction to 28 feet from centerline and dedicate 6 feet of additional street right -of -way. Also, the drivewway on SW McDonald Street shall be widened to 45 feet to accomodate delivery truck requirements. The street widening construction is eligible for TIF credit. The applicant shall obtain a Public Improvement Permit for the construction in SW McDonald Street. The driveway location in SW McDonald Street shall be approved by the Engineering Department. The applicant is required to obtain a revised ODOT access permit for their connection to SW Pacific Highway. The highway has been constructed to current State standards and no additional right -of -way or street construction is required. The existing power poles and overhead lines serving the area are located along both sides of SW Pacific Highway and along the SW McDonald Street frontages, and the applicant should place the facilities located along this frontage underground, or pay the fee in -lieu of undergrounding. 2. SANITARY SEWER: The site is served by the existing 8 inch public sanitary sewer located in SW McDonald Street with a 6" lateral. The applicant's utility plan should be revised to show an extension of the existing lateral to a point 3 feet north of the new street dedication and a cleanout constructed to grade. The existing main sewer has sufficient capacity for the project. 3. STORM SEWER: HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page 12 • 1 The site was previously developed as a service station and was improved with asphalt and portland cement pavements. There is no additional impervious areas created by the new construction. The proposed utility plan shows an underground storm drain system connecting to the existing underground system in the State Highway. The Unified Sewerage Agency has established and the City has agreed to enforce (Resolution and Order No. 91-47) Surface Water Management Regulations requiring the construction of on -site water quality facilities or fees in -lieu of their construction. Section 7.02 of the R & 0 states that: "The provisions of Chapter 7 shall apply to all activities which create new or additional impervious surfaces... ". Since the intended use will not create any new impervious surfaces this application is not required to install a on -site water quality facility or pay a fee in -lieu of construction. B. Applicable Comprehensive Plan Policies. 1. Policy 2.1.1 provides the City will assure that citizens will be provided an opportunity to participate in all phases of the planning and development review process. Policy 2.1.1 is satisfied because the applicant was required to hold a neighborhood meeting with nearby property owners, notice of the application and public hearing on this item was provided to owners of property in the vicinity of the site and in a newspaper of general circulation. The site has also been posted with a sign which states that a land use development application is pending for this property. 2. Policy 4.2.1 provides that all development within the Tigard urban planning area shall comply with applicable federal, state and regional water quality standards. Policy 4.2.1 is satisfied as the proposed utility plan shows an underground storm drain system connecting to the existing underground system in the State Highway. 3. Policy 7.1.2 provides the City will require, as a condition of development approval, that public water, sewer, and storm drainage will be provided and designed to City standards and utilities placed underground. This policy is satisfied as addressed below. 4. Policy 7.3.1 provides the City will coordinate water services with water districts. This policy is satisfied as addressed below. HEARINGS OFFICER - CUP 95- 0001/V AR 95 -0002 - HARDY/BUSH/CHEVRON Pagel 3 • 5. Policy 7.4.4 requires all new development to be connected to an approved - sanitary sewer system. The conditional use complies with Policies 7.1.2, 7.3.1. and 7.4.4 because the serving Private Utility Companies and Public Agencies - have been provided with copies of the proposed development application. Public facility services are adequate to serve this proposal or shall be conditioned to be provided. 6. Policy 7.5.2 provides that as a part of the ongoing development review, the City shall require the Tigard Police Department to review development applications. The Police Department was provided with a copy of the development plan in compliance with Policy 7.5.2. The Police Department has not provided any objections to the provision of service in this area to this development as it has been designed. 7. Policy 7.6.1 provides that the City shall require as a precondition to development that: A) The development be served by a water system having adequate water pressure for fire protection purposed; B) The development shall not reduce the water pressure in the area below a level adequate for fire protection purposes; and C) The applicable fire district review all applications. Tualatin Valley Fire and Rescue was provided with a copy of the development plan in compliance with Policy 7.6.1. The Fire Department has not provided any objections to the provision of service in this area to this development. 8. Policy 8.1.1 provides the City will plan for a safe and efficient street and roadway system that meets current needs and anticipated future growth and development. This policy is satisfied as addressed below. 9. Policy 8.1.3 provides the City will require as a precondition of approval that: A) Development abut a dedicated street or have other adequate access; B) Street right -of -way shall be dedicated where the street is substandard in width; C) The developer shall commit to construction of the streets. curbs, sidewalks to City standards within the development; D) The developer shall participate in the improvement of existing streets, curbs, and sidewalks to the extent of the development's impacts; E) Street improvements shall be made and street signs or signals shall be provided when the development is found to create or intensify a traffic hazard. This application complies with Policies 8.1.1 and 8.1.3 because the public improvements to the public streets adjoining this site will be required to be consistent with the City of Tigard road improvement HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Pagel4 . s standards. The street and access plans do not appear to raise any significant capacity concerns. IV. AGENCY COMMENTS 1. The City of Tigard Engineering Department has reviewed the proposal and has provided comments which are summarized in the analysis of Section 18.164. ?. The Oregon Department of Transportation has reviewed this proposal and has offered the following comments: 1) A right turn lane must be provided on the westbound approach of McDonald Street to improve levels of service; 2) A traffic study will be required to determine the impact on the state highway; 3) The existing sidewalk and curb must be improved to meet current ODOT and ADA standards; 4) On -site detention will be required if the applicant wants to connect onto the storm drainage/ sewer system in the state right -of -way; 5) ODOT will require a permit for all work performed on state right -of -way. 3. Unified Sewerage Agency has no objection but suggests that an industrial waste permit may be required. 4. GTE states that the developer is to provide conduits per GTE specifications. 5. The City of Tigard Building Division, Tigard Police Department, Tigard Water District, Tigard Maintenance Services, Tualatin Valley Fire and Rescue, and Portland General Electric have reviewed the proposal and have offered no comments or objections. V. CONCLUSION AND RECOMMENDATION The Planning Division concludes that the Conditional Use request will promote the general welfare of the City and will not be significantly detrimental nor injurious to surrounding properties provided that development which occurs after this decision complies with applicable local state and federal laws. In recognition of the findings, staff recommends APPROVAL of Conditional Use Permit CUP 95- 0001 /VAR 95 -0002 subject to the following conditions: HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page15 • L ALL CONDITIONS SHALL BE SATISFIED OR COMPLETION SHALL BE FINANCIALLY ASSURED PRIOR TO THE ISSUANCE OF BUILDING PERMITS. UNLESS OTHERWISE NOTED, THE STAFF CONTACT FOR ALL CONDITIONS - SHALL BE MICHAEL ANDERSON rN THE ENGINEERING DEPARTMENT, 639 -4171. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT THE FOLLOWING CONDITIONS SHALL BE SATISFIED OR FINANCIALLY SECURED: 1. The applicant shall obtain a permit from the State of Oregon Highway Division, to perform work within the right -of -way of SW Pacific Highway (99W). A copy of the permit shall be provided to the City Engineering Department prior to issuance of the building permit. STAFF CONTACT: Michael Anderson, Engineering Dept. (639 - 4171). 2. Additional right -of -way shall be dedicated to the Public along the SW McDonald Street frontage to increase the right -of -way to 36 feet from the centerline. The description shall be tied to the existing right -of -way centerline. The dedication document shall be on City forms. The forms and instructions are available at the Public Counter and/or from the Engineering Department. STAFF CONTACT:Diane Jelderks, Engineering Dept. (639 - 4171). 3. The applicant shall install street improvements to widen SW McDonald Street to provide for the westbound curb lane at a location 28 feet from centerline and the construction shall include concrete curb, sidewalk, driveway apron, asphaltic concrete pavement, streetlights, private sewer line extension and underground utilities along the site frontage. Improvements shall be designed and constructed to collector street standards and shall conform to an alignment as approved by the Engineering Department. The driveway width shall be increased to 45 feet. STAFF CONTACT: tilichael Anderson, Engineering Department (639 -4171) 4. Three (3) sets of detailed public improvement plans and profile construction drawings shall be submitted for preliminary review to the Engineering Department. Seven (7) sets of approved drawings and one (1) itemized construction cost estimate, all prepared by a Professional Engineer, shall be submitted for final review and approval (NOTE: these plans are in addition to any drawings required by the Building Division and should only include sheets relevant to public improvements. STAFF CONTACT:John Hagman, Engineering Department (639 - 4171). HEARINGS OFFICER - CUP 96- 0001 /VAR 95 -0002 - HARDY/BUSH/CHEVRON Pagel6 • s 5. The applicant shall execute a Public Improvement Agreement with the City and obtain . a permit for the construction of the required improvements. The agreement shall provide for the work to be constructed under the direct supervision and inspection by a Professional Civil Engineer, in accordance with the Developer - Engineer agreement shown in the City Standard Specifications. 6. The applicant shall underground the existing overhead utilities along the southeasterly side of Pacific Highway and along the northerly side of SW McDonald Street, or pay the fee in -lieu of undergrounding. STAFF CONTACT: Michael Anderson, Engineering Dept. (639 -4171) 7. All fuel tank installations must be reviewed and approved by the Buiding Official. Application for the necessary permits from the Building Official shall be accompanied by a signed, approved document from the applicable fire district. 8. Revised site and landscape plans shall be submitted for review by the Planning Division, Staff Contact: Will D' Andrea. The revised plans shall include the following: a. Screening of any mechanical devices on the roof from adjoining properties and the public street. b. Parking lot trees adjacent to the proposed parking areas. Increased screening of the parking and fueling area on the perimeter of the site. c. Screening of the trash container by placement of a solid wood fence, masonry wall or evergreen hedge. / 1NIENDEr, d. ay cnnnectin the. entrance' H way. e. Revised landscape / impervious surface calculation shall be submitted which provides for a minimum of 15 percent landscaping. f. A plan which shows compliance with Community Development Code Chapter 18.116, Mixed Solid Waste and Recyclable Storage. The applicant shall choose one of the following four methods to demonstrate compliance: Minimum Standard, Waste Assessment, Comprehensive Recycling Plan or Franchised Hauler Review and Sign -off. The applicant shall also provide a written sian- off from the franchise hauler related to the location and compatibility of service equipment. HEARINGS OFFICER - CLJP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page 17 i • THE FOLLOWING CONDITION(S) SHOULD BE REQUIRED PRIOR TO THE CERTIFICATE OF OCCUPANCY: 9. All site improvements shall be installed as per the approved revised site plans. 10. The applicant shall be required to submit to the Engineering Department a traffic report which documents the volume and functioning of the modified stacking lane. This data shall be submitted quarterly and must be prepared by a registered traffic engineer. Evaluation of this proposed conditional use shall be based upon this report. Should the report provide evidence that the stacking area is not functioning satisfactorily. this conditional use permit shall be modified to ensure proper functioning or shall be revoked. IN ADDITION THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF THE COMMUNITY DEVELOPNONI' CODE: THIS IS NOT AN EXCLUSIVE LIST. 1. SECTION 13.160.170 Improvement Agreement A. Before approved construction plans are issued by the City, the Applicant (subdivider) shall: 1. Execute and file an agreement with the City Engineer specifying the period within which all required improvements and repairs shall be completed; and ?. Include in the agreement provisions that if such work is not completed within the period specified, the City may complete the work and recover the full cost and expenses from the applicant. B. The agreement shall stipulate improvement fees and deposits as may be required to be paid and may also provide for the construction of the improvements in stages and for the extension of time under specific conditions therein stated in the contract. ?. SECTION 18.160.180 Bond HEARINGS OFFICER - CLtP 95- 0001NAR 95-0002 - HARDY/BUSH/CHEVRON Pagel8 ' 1 • S A. As required by Section 13.160.170, the applicant shall tile with the agreement an assurance of performance supported by one of the following: • 1. An irrevocable letter of credit executed by a financial institution authorized to transact business in the State of Oregon; 2. A surety bond executed by a surety company authorized to transact business in the State of Oregon which remains in force until the surety company is notified by the City in writing that it may be terminated; or 3. Cash. B. The applicant shall furnish to the City Engineer an itemized improvement estimate, certified by a registered civil engineer, to assist the City Engineer in calculating the amount of the performance assurance. C. The applicant shall not cause termination of nor allow expiration of said guarantee without having first secured written authorization from the City. D. 13.164.150 Installation: Prerequisite /Permit Fee 1. No land division improvements, including sanitary sewers, storm sewers, streets, sidewalks, curbs, lighting or other requirements shall be undertaken except after the plans therefor have been approved by the City, permit fee paid and permit issued. E. 13.164.130 Notice to City Required 1. Work shall not begin until the City has been notified in advance. 2. If work is discontinued for any reason, it shall not be resumed until the City is notified. F. 18.164.200 Engineer's Certification Required 1. The applicant's engineer shall provide written certification of a form provided by the City that all improvements, workmanship and materials are in accord with current and standard engineering and construction practices, and are of high grade, prior the City acceptance of the public HEARINGS OFFICER - CUP 95- 0001/VAR 95-0002 - HARDY/BUSH/CHEVRON Pagel9 • 1 ` works improvements or any portion thereof for operation and maintenance. CONDITIONAL USE APPROVAL SHALL BE VALID FOR EIGHTEEN MONTHS OF THE EFFECTIVE DATE OF THIS DECISION. Prepared by: William D'Andrea Date Assistant Planner Approved by: Dick Bewersdorff Date Senior Planner HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page20 or,I.in PA 'I : �► ..ii iiiii im $T mie . r■-■ 11 II 1. 1111111111 air Area ,,1111` ti � li. m1.111 ofi I Ofr 4---J zr .. /Mr la III. ion ____ 1 �►Ir� • 11- ■ , Hamm x E ow I.:. Er .I i ■■■1111111111111 Z GARDEN PARK P Z ii noi UM l Z 1 11111110 HILL VIE'd s l. , J I ..1111 ■i NNW r 1 CC I X1 - a Lg., V■Im_ P. i A-\ • F- U. Q i 1 51- VIEws%-- l I i I 2 1111 I I TERR � I G VICINITY EXHIBIT MAP CASE NO: cLip g5 - coo l NO TH FEET U�F q6 0 400 800 CUP 9541001/VAR 95 -0002 HARDY/BUSH/CHEVRON (lie 1 of 1) • DON HARDY 122 SE 27TH PORTLAND, OR 97214 L.P. BASH, INC. 2624 PACIFIC AVENUE FOREST GROVE, OR 97116 DAVE KI MEL 122 SE 27TH AVENUE PORTLAND, OR 97214 a .tl�fl'1 ,./ CITY OF TIGARD AFFIDAVIT OF MAILING OREGON STATE OF OREGON ) County of Washington ) ss. City of Tigard ) I, Patricia L. Lunsford, being first duly sworn /affirm, on oath depose and say: That I am a Senior Office Assistant for The City of Tigard, Oregon. That I served NOTICE OF PUBLIC HEARING FOR: X That I served NOTICE OF DECISION FOR: City of Tigard Planning Director Tigard Planning Commission X Tigard Hearings Officer Tigard City Council A copy of the PUBLIC HEARING NOTICE /NOTICE OF DECISION /NOTICE OF FINAL ORDER of which is attached, marked Exhibit "A ", was mailed to each named person(s) at the address(s) shown on the attached list(s), marked Exhibit "B ", on the 9th day of May, 1995; said NOTICE OF PUBLIC HEARING /NOTICE OF DECISION /NOTICE OF FINAL ORDER as hereto attached, was posted on an appropriate bulletin board on the 9th day of May, 1995 and deposited in the United States Mail on the 9th day of May, 1995, postage pr- • •'d. Pr =•ared Noti Subscribed and sworn /affirmed before me on the /off- day o 1! !., 19 ( ', -::.:.:',.,- .,a:;:'+:t:•.. Cif , t"1/4 OFFEClAL SSAL , ' DIANE LI. SZTERKS � �� / /A j 00` NOTARY COMMISS1ONNO. OaII9 /a E7EGON s ' � NOTARY PUBLI' •F OREGO `�r. COMMISSION 1 ' RAY COMMISSION EXPIRES SEPT 1' 199°: f' My Commissio xpires: t at 7,4 ._ki: FILE INFO.: (FINAL ORDER BY THE HEARING'S OFFICER CUP 95 -0001NAR 95 -0002 HARDY /BUSH/CHEVRON U v2Q p to h`Q .. 4 00 - 7 /qt./ ,, L; CITY OF TIGARD, OREGON CONDITIONAL USE APPLICATION e4 Va Joun2_ CITY OF TIGARD, 13125 SW Hall, PO Box 23397 ( C I 5 — CY Z Tigard, Oregon 97223 - (503) 639 -4171 FOR TAFF SE ONLY G( 7 S --c CASE NO. -4 S3y� OTHER CASE NO'S: — RECEIPT NO. /6- -2.z/P---/ APPLICATION ACCEPT'D BY: 1,44 6/,,< DATE: 1. GENERAL INFORMATION Application elements submitted: PROPERTY ADDRESS /LOCATION /3970 51,4J ?t 1 c_/A,41 , L-115 Application form (1) 1 - r a , 'f a 777-23 L--- (S) Owner's signature /written TAX AND TAX LOT NO. 7� / 31)) - (Zov a ho izati C h �aP Title transfer instrument (1) SITE SIZE /1! ) L 17 - , Assessor's map (1) • PROPERTY OWNER/DEED HOLD ER* � L_.7? BetsA, /7:016, (E) Site plan (pre - app.checklist) ADDRESS 24 L7- / KC_% - i G. / t €_-, PHONE 3,57-7// •) Applicant's statement CITY jy 471t/e-- ZIP '77/1 r �e -app. checklist) APPLICANT* Dori /r (G) List of property owners and ADDRESS /2- PHONE 34 addresses within 250 feet (1) CITY ,0 6 ( ZIP f 7 7-/'/ l r Filing fee (0655' 1V-3 Q 3S ., *When the owner and the applicant are different 4 ��c " O v' (°-' people, the applicant must be the purchaser of record g �e t O o' d..eG� or a leasee in possession with written authorization DATE DETERMINED TO B COMPL E• from the owner or an agent of the owner with written authorization. The owner(s) must sign this application in the space provided on page two or FINAL DECISION DEADLINE: submit a written authorization with this application. COMP. PLAN/pINE D SIGNATION: 2. PROPOSAL SUMMARY (' r The owners of record of the subject property .'],T request conditional use approval to allow N.5.1-. Number: �O u"" .e ee- ✓eloP,te e * a ..5..e 1/tce_ - f3toAi Hearings Officer Approval Date: vii-1-4 - v 7-v' /14,OB 1 7 - �u," ' /S Final Approval Date: A 6 60 - %--07 y a i p / 0.. SUS , -q' o 1 . / Planning Engineering 0736P/23P °� Rev'd: 3/88 !r�°7I_I�,�8 °I° ' To, l 41 111 41110 . , 3. List any variance, sensitive lands permit, or other land use ac lops to be considered as part of this application: )1/1 riecncP� 7 7 ' 75"" iSMhc� . • 4. Applicants: To have a complete application you will need to submit attachments described in the attached information sheet at the time you submit this application. 5. THE APPLICANT(S) SHALL CERTIFY THAT: A. The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. B. If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. C. All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true; and the applicants so acknowledge that any permit issued, based on this application, may be revoked if it is found that any such statements are false. D. The applicant has read the entire contents of the application, including the policies and criteria, and understands the requirements for approving or denying the application. • DATED this Val( day of �/1C&ov'y 19 ? SIGNATURES of each owner (eg. husband and wife) of the subject property. L . r /3,4 sc .L.✓c . , -, = i , Planning/Design ' �� �� Group Div. of DPK, Inc. --A � - DAVE KIMMEL ' PRESIDENT 122 S.E. 27th Phone: (503) 236 -6000 Portland, OR 97214 Fax: (503) 232 -2357 On r 0 �� � � 3 N (KSL:pm /0736P) � ° �\ `� ti H �1 2 ,1 Ali n a L) (--(, It N A :41 1 4 t • �.0 Ai ie. CITY OF TIGARD, OREGON SITE DEVELOPMENT REVIEW APPLICATION CITY OF TIGARD, 13125 SW Hall, PO Box 23397 Tigard, Oregon 97223 - (503) 639 -4171 FOR STAFF USE ONLY CASE NO. ZWP '?— s I OTHER CASE NO'S: j /Q� Q � � e�r� RECEIPT NO. l 5 - Z6 // APPLICATION ACCEPTED BY: 4 DATE: //� VQ S 1. GENERAL INFORMATION Application elements submitted: PROPERTY ADDRESS /LOCATION 1Vq ,L13. 1. 1 /6C - . plication form (1) li ( a OR 9122.5 I (B) Owner's signature /written TAX MAP AND TAX LOT NO. 2S ' 9t2 - h 1200 ai�eo T i lg:P ;e �� aint cr 1 IC) Title transfer instrument (1) SITE SIZE 12, 4a .',pr i(b) Assessor's map (1) PROPERTY OWNER /DEED HOLDER* 1,10, Su ci4 NG , (E) Plot plan (pre -app checklist) ADDRESS 21 pai:AfIU Ave• PHONE ?y,57.01-711 _) Applicant's statement CITY 0 ZIP ° 1 - 711 (0 (pre-app checklist) APPLICANT* 11 Il / PD(„ �G) List of property owners and ADDRESS 122 CaS , 23 `, PHONE 2:360.6 addresses within 250 feet (1) CITY %ri-10na ZIP a1 -214 4 ( H) Filing fee (3S€. *When the owner and the applicant are different 1/ Construction Cost Estima 75 people, the applicant must be the purchaser of record `?�- g?`6�'g� oO�- or a leasee in possession with written authorization DATE DETERMINED TO BE COMPLETE: a from the owner or an agent of the owner with written authorization. The owner(s) must sign this application in the space provided on page two or FINAL DECISION DEADLINE: submit a written authorization with this application. COMP. PLAN /Z NE DESIGNATION: 2. PROPOSAL SUMMARY The owners of record of the subject property request site development eview approval to �. Number: u�l allow -Pa k cIJPJrrrao-4 of a. SQiN 1 c b 1_„ 4' . 0n `bi )_ -cour hruil4-1 •p u,4 APProval Date: d rpenars , (L (1 annp9 and a_ 2co Final Approval Date: af•fieL • Planning Engineering 0524P/13P Rev'd 5/87 , • 3. List any variance, conditional use, sensitive lands, or other land use actions to be considered as part of this application: 4. Applicants: To have a complete application you will need to submit attachments described in the attached information sheet at the time you submit this application. 5. THE APPLICANT(S) SHALL CERTIFY THAT: A. The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. B. If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. C. All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true; and the applicants so acknowledge that any permit issued, based on this application, may be revoked if it is found that any such statements are false. D. The applicant has read the entire contents of the application, including the policies and criteria, and understands the requirements for approving or denying the application. DATED this Z Y day of .* 19 9 S^ SIGNATURES of each owner (eg. husband and wife) of the subject property. (KSL:pm /0524P) IL • 122 S.E. 27th PDG n n i ng/Design PPortland, Oregon 97214 Group Phone: (503) 236 -6000 Fax: (503) 232 -2357 Site Design Review for L.P. Busch to build a a new Chevron Service Station at 13970 SW Pacific Highway, Tigard, Oregon January 30, 1995 PDG on behalf of L.P. Busch is applying for Site Development Review for the rebuilding of an former service station at the north east corner of SW Pacific Highway and SW McDonald Street. This application is being submitted concurrently with a Variance application to reduce the 75 foot setback from driveway curb to nearest fuel pump, and a Conditional Use Permit application for vehicle fuel sales. L.P. Busch is proposing to replace the former service station on the site which has been demolished. The former station had 8 fuel dispensers with 4 dispensers per island, and the nearest dispenser was 28 feet from the driveway curb. The station had two driveways on both SW Pacific Highway and SW McDonald Street. The new station will consist of 4 multi - product dispensers with two dispensers per island. The dispensers will be covered by a 38 foot by 53 foot canopy, and a 200 square foot office /rest room and small convenience sales area will be built. The items sold within the convenience sales area will be snacks and confectioneries in vending machines, windshield wipers, oil, and other replacement parts. The driveways nearest the SW Pacific Highway and SW McDonald Road intersection will be closed, and the existing driveway on SW Pacific Highway will remain, and the driveway on SW McDonald Street will be widened. The station will employ 2 -3 individuals based on customer demand. A traffic study has been completed by Keech Associates, Inc. which addresses the impacts from the service and service level of the Pacific Highway/McDonald Street intersection, and two copies are enclosed with this application. The development will comply with all site development review criteria except for our proposed variance to the 75 foot setback from driveway curb to nearest pump. As requested, enclosed are 18 sets of plans identifying the required site details. Sincerely, an../ Don Hardy Planning Consultant File #6956 a • • PDG 122 S.E. 27th Planning/Design Portland, Oregon 97214 Group Phone: (503) 236 -6000 Fax: (503) 232 -2357 January 30, 1995 Sam Hunaidi Permit Specialist Oregon Department of Transportation District 2A P.O. Box 25412 Portland, OR 97225 RE: Chevron Station 13970 SW Pacific Highway 99 Tigard, OR 97223 Scope of Work: Demo existing site, rebuild new site. Dear Sam: On behalf of L.P. Busch, Inc., I am formally applying for all permits required to accomplish the above mentioned scope of work. Specifically, I need the following permits for the Pacific Highway side of the project: • One access permit to close the existing 20' wide driveway nearest the intersection and replace with PCC curb and side walk to O.D.O.T. standards. Leave the existing 30' wide driveway (farthest away from the intersection) as is. • One miscellaneous permit for a 12" storm connection to O.D.O.T.'s existing catch basin near the existing driveway that is to remain. A sidewalk remove /replace permit may also be needed for the storm line between the catch basin and property line. If you have any questions, or if I can be of any further service to you, please call me at 236 -6000. Sincerely, <7 -zr Larry Ritchey Applicant cc: City of Tigard L.P. Busch, Inc. File 6956 • ~.: �. • • • STORM WATER DETENTION CALCULATION SHEET' T 1 O BE COMPLETED FOR EACH DETENTIO N ? S.F — Square Feet Cubic F C.F - BASIN Feel A. - Acres Q. - Allowable Discharge Rate • 0.30CF.S. (cubic feet per second /acre) H. Head (wa ter surface elevation at required storage minus Inver) pT�'FCf�I o "a" of ape of orifice) - • i... AREAS PERVIOUS AREA a _35.8._ S.F. ( _L o! J__ ) IMPERVIOUS AREA • 3 -2 31_____S.F. L. D8S_A. ) TOTAL AREA = ( S. F. 0100 A,) ' EAK ALL/ ABLE I . - P. Q. a TOTAL AREA IN ACRES i lp p — _ x 0.30 C.F. S. /A. • - o - -- C.F.S. :.. PERVIOUS STORAGE REQUIRED P. S. R. PA = PERVIOUS AREA " R S.F. x 0 55 IMPERVIOUS STORAGE REQUIRED (I.S.R.) I.S.R. IMPERVIOUS AREA ' l S X u 'S 12"/Ft. r ��: — 33..�`�L.F. TOTAL STORAGE REQUIRED = P S.R. t I.S. R = i . ! • C.F. ti . ORIFICE SIZE .. W.S.E. ■ MaX: WATER SURFACE ELEV. AT REQUIRED STORAGE INV. • INVERT ELEV. OF PIPE AT _ORIFICE �7(a,8_5 _ � -��5 -- i? '` - . . H ■ HEAD ■ W. S.E. — INV. ■ __/,____ PQ.■ PEAK ALLOWABLE DISCHARGE ■ -f_ C.F. S. (from above ) ; ORIFICE DIAMETER IN INCHES • 6.166 — HVz 1 • . • f, STORM WATER D E �. .j DETENTION CALCULATION SHEET ? TO BE COMPLETED FOR EACH DETENTION BASIN r.' S.F. — Square Feet C.E - Cubic Feet A. - Acres Q. - Allowable Discharge Rate • 0.30C.ES. (cubic feet per second /acre) H. Head (wafer surface elevation at required storage minus Invert of pipe at orifice IJf= T ENI't i ocJ °1 ) :: AREAS PERVIOUS AREA IMPERVIOUS AREA • _,(Q.q-L _____S.F. LL./.50__A. ) TOTAL' AREA • _E3Q 3_ (•1R /e A. ) •EAK ALL. ABLE I . • . . t P Q. • TOTAL AREA IN ACRES 11$4¢ __ x 0.30 C. F. S. /A. • Q( _C.E S. * * : P E R V I O U S STORAGE REQUIRED P S.R. P S R. • PERV AREA S S F x 0 55° •— • 12 " /Ft. 7-1•.3 C.F. IMPERVIOUS STORAGE REQUIRED (I.S.R.) I.S.R. • IMPE VIOU RS AR 5'1-1 S F 751 12 "/ Ft. • = �D�3�.F TOTAL STORAGE REQUIRED i PS.R. t I.S.R. = IIMMEll • ...'i�► /i/ iii ►iiiiiiiiriiiiiiiiiiiiiiiiiis ai /.siriiii►iii ri iiiiiiiiiiiiiiiiii `. ORIFICE SIZE ` W.S.E. • MAX. WATER SURFACE ELEV. AT REQUIRED STORAGE _ _ . INV. • INVERT ELEV. OF PIPE AT ORIFICE 2 Q H • HEAD • W S. E. — INV. • _ _/ P.Q.• PEAK ALLOWABLE DISCHARGE • • _C, 6 O - C•F. S. 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'r •'? ,>< (. r t• it C Y „ <^ /, .. .� ,., Q ti A' Q . , , ?:. °F);1J ., Y.lt,� � , t . { '{� h ' ,.n �: . + y yA • ��• ('N.• ai I � � i+ j :4 l tt�` : .a•... r . ^1: •f'.... �T. L.Mai i ? l , s . j. � " •.� 7 �., >7 i• :t ! x r . a . . C a r ay.a ... ,• ... T Jrr/.t , t •,:1 (y,∎.t f ° 4 + A > '` ,L Lh *. a` `` k0• 4,t,M a ' rA 7=J fit; t ,, •r + ,4 , *. , �Y 1 ...: 4 / � 9 2 0 fi 0 8 5 7 + 'f r' . { 1 - d 4 j , . .4 r .... > b 0 W ashington Co Ay,Aty eti�ti X t �r e't M Lyr 1 �`, j F,+ y l f � i ' 1 *t d,(v, .$4:. (Y e t ' , "'xt0,..., 7', 'r" � ` RF�AL SSTATS COHTRAC jl . ' ' ' °4 '" x, tip, # ? t^ /V - .•r J • 4r 'a $ r I tlCS ry`W .. • 1 , , ;'•# 2 THIS REAL ESTATE CONTRACT made and executed in d upl i c ate a s of t t ( , , �`� ' ,+ fi ;: _ , between WIi.i I V. LUTHER and WINNIE �4, LUTHER as � ,� Yy � st }+ r "'.. 1 a } IN C., as Purchaser. {. '' w * �� r �i Seller and L.k�. EUSCH,: } c Qp (t..,; C .. a -a , v 2 ` (,i. ,. /Y�F,� T i t w , ` yi f t` ■ > � . M .- - '" -' ' . . IE. 1... • • 3 't: ', _ ..i ! • • 1 . _ i� I. a .. k 4 ; 4 Y • `' u 1.1 Parties and ,Ac�dreeaos. The names and addrese;ea of the t }� , Y i .iii it t re: p art ies of this contract a is ' .sue ,� ' (i ° •4 ' 4:.. . S ' i William V. Luther. { s t , ' r N a 1 1.1(s) Seiler: M ,a94 t t Alfi ' � I ; Wirnie Luther 'w `'kr,° d,� 9-.. . ...re T x!t� - P.O. Box 62 M i •� w'� :. ., Si Springs, Ak 92761 t j .,r r .. r L il I Z ! , ; -V:� , `P-• Y tic m► ' � ' - ` � ` e • 1 � 1 L .P° Busch, Inc. :sr ,3( r y �" s� 1 Rura;�naer: �3., < 2624 Pacific Ave. t isy� F '' : t`'� ;''� . , ' .' V t �1 ;g Forest Grove, OR 97116 ` ^' s : , q fa � z ` x .) )' 1 > 'i X M , ` r. S( r b 14A0,10ii ',r ? ,',s, {17 i'' t ` '' = r,. 1.2 greement. Seller agrees to sell the property described '� f in paragraph 1.3 to Purchaser and Purch agree to buy the • ' , , ;• ¢ : property from the Seller for the price and on the terms and 14 q k ,0> # conditions contained in this contract. L3� - F „3 t., , �+� 1.3 PmUerty. "Property" as used in this contract shall mean ^ �;�� -4' u , , 14. the following: F k ',.., ' ',Z �' � � > { zi t ,.,,,•>; 1 ° 3(a ) Property• That certain real property and all ' A �^ ,. improvements located on it, situated in Washington County, State of i . _' l•, r 'k •t` l e i Oregon, as described in Ex A attached to this contract and 0 ile' 9 C ^ == , $ ,� ' , 7 r 'd W t n ^d having a . s troet add address of 139 70 biro r !s'.+ t x >. + p l Q IlCOrpOra%ed by reference, .... 9, ,"•i 4 11 .1ti ^ 1 • t . T, '3 y Y 11V S.W. Pacific Highway, Tigard, Oregon. , ' "n�YS' 4 r� s 1,4 Tax Statements. Until a change is requested, all tax } ' `' ' Am ,ti.tr a r' f o , '•fits ' `z i statements shall be sent to: 4 � V,. , ?1 a � ' ■ .A.;•;`,.. ...0g t i p : " 4 L.P. Busch, Inc • rr;• - .11 . i 4. ( 2624 Pacific Avenue • � ' , ° 1 Forest Grove, OR 97116 ,4 t6' �" °r 4 '3 • R t ' a x�e ' 1,5 Closing. Closing of this transaction shall take place on > a Mv 1 �! 2, vac .t s r ,yQ, `, July 1, 1992. �� + � 4 J , ;" i • .„.ce {' 1 i PLEASE RETURN THIS CONTRACT AFTER RECORDING � pif \ ( At Q � TO: O: G. L. W Y G A N'r k �`&h . g ?= .Sit^..: 4,`,'i''i r SL.10 lL'i.� ' ATTORNEY Al LAW ` , t ' + St? ' � i - ZY PO Box S09 y� ''',. - ti;I .. 4 4 ,, ` - PAGE 1 - CONTRACT ONTR OF SALE Port Oregon 9-201 �� 1a r { S YI r y�s Q. ,�yf y ,':: `r 4% r Ttu c��Wt1..o�1ca4vsAlc^n \ x1 � „ t u • , d _ y L,aX : r' r,I 1 "-qt , y • ; ,.0 t : -,y„ 70� COUNTY ['t om J , t �i^` ;� ' , �` -` /•• . .:7' Tn ^ A: :SF£f7 TAX r Ai,f , F .` i 5 '`'' •,', r S / i ° i • 1 ' � .. tea �� l r - `r , % k ' ° +v ` :� • - , - Li , .. 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Purchaser acknowledges ` ` "t (� ,�;�� '� 1 � a� : ', 1 tha Seller has furnished Purchaser with a legal description of � i � n� S a � °, ,, this property and a preliminary titlo report. '` s � i M. x »: < a . c4 n w 1 1.5(b) Title p '* ir� V ' •.:.i. , 'y� -ix Defect?. Purchaser acknowledges that Purchaser hfl had an opportunity to review the above referenced k � ` ;r'yy� Ni; title report and that Purchaser is satisfied with the r arkr.tabi.li! �'' "�'' o ~ ' ' � j `.'', �' o.: title ';.o the Property ae reported therein. In conju ^scion with s 4e; r> - . f.�6:: •''4 l t.,•z. Purchaser's app roval of the marketability of title, Pure l.q @r %v -: k.:• i::: _ C iCiil Y'er1L` with execution this r tl G, ` 1 .a r c , �.ic _• P ution of his agreement tender to 4 . 4.4e .. ��+ktisa4t,' ' • first payment of $1,850.12. Seller the Z� :: ^Y n`; i. Y to �,, ! +� }m ,°1•,',' o tir1,:• : x P r ; t • • ' k 'l vet : �` � + r ■ • • ` -• ( ^ -) :.ztrt n Closing. Purchase r ehsll be b w la = • responsible r all taxes and there are not prorates as of of \r '�'�o s t� ' � t S` , closing. F data O�d4?i�in'� `�� r � Y ` dwY 1 f Seller shell furnish to PuicP user an executed and ` ; ,,,, a ,,7 • "t'V " .`( Ii�: ryh4 e. agreement and provide to George :lead t is 2,i'4, `' 1 : • 45 ,, ; ^'n•,`' notarized copy of this sal f`. ;(' Jr., Sellor's attorney, an executed warranty deed to L.P. Busch ) Busch, F i >: I r x Inc., with written instructions to deliver to Purchaser upon the �i ' t • ,; .4 .`, �t�.r , fulfillment of the terms of this contract 1.6 i?„ss_ession. Purchaser shall. bo entitled to porgy session of r ' >'�+„ ` � `, S7 4r' ' • .. i ;:a property Fet forth herein upon closing of this contract. 1 ` w y " Yt. ARTICLE 2 - PURCHASE PR.T. Z AND P.�YAiR ?77` i t l '� by Ri. f 1 S fi' { l � } �'� “.. 4 . I 2.1 The Purchase Pr;cp, The 1 1 � 1 -0 s� , a ' purchase pi.r_c sna11 be ONE l �q �S � " l HUNDRED SI' I THOUSAND DOLLARS ($150,000.00), payable b•_v 120 t : ! w -. )a !� 1. , payments of $1 1 � + r, 850.12, which payments shall include simple interest ti , i` ,• :a i, Percent (10%) per annum on the 1 alci -ice The t i r _ + .iti Y • ror r., v a 1 t y s • fr - .ma c at r at payment ? ,V i- ` "fi , �` t'( °�1 shall be due on the date of closing and continue monthly �, ,sla � iArl A t thereafter. Additionally, there shall become due nnci payable on �t'c , s t `'ar �" sl,t July 1, 1992 an irregular payment of $20,000.00. p y s !` ae � , � t 1 !t 2.2 Place 177. Payment. Purchaser shall make all payments 1 n t 4 Yeg., "c 1 Y & , - �. Nit ti 95 t r ^ (;. a .:: .s " . i .• •• WA, •‘a Seller at the address shown in paragraph 1.1 or at such other 1 t' i n"`".,4.1 • -, 'q, ", place � ..;, . or person as Seller may designate by written notice to Purchaser. rg.' :4'it. , c,• -Vti •.l . t .. ` 2.3 Collection Escrow. Seller shall. deliver to as K x x , ,. , 3 escrow agent the dr=ead described in paragraph 3.3 together with ! ',1;e '. �I ` ; suitable instructions authorizing delivery after ,T . .,, r " r ` Purchaser has made i . ''° :01t'`` ^ i , ,;p3 :4 all :payments and performed all other obligation under this *` V a g d z, r Vi z ! a ., ,`yy ;i The cost of setting up the collection escrow and ; J .' �'' �`�'' <� r.-+4ax' °' ' r l. . S 1 ,'r °} A4 • `('.';` contract. periodic collection fees shall be shared equally by Seller and 1 i 7' '��y{` f 2. Seller's JLd snt r,iens In the event a judgment lien i [ � tt' �'S� entered against Seller lt. a , , t 4q;s4 sr ,' any =im during the tern? of this 'r�' �, :•�.ss,._ 9 contract, until such time ,_ + -> ` ♦ien i eatiefied, the Purchaser ` ti '- : ? t ,j,} l i ••4 , }:1 r - k-.9 i PAC1E 2 - CCr TR'U'(.T OF S L f r ' ; f 1 VI " •f� r'"y',lT'r°'h:l.Y .:v0.,L 'T �• - - �,, X:1'')';\ ' �a� f + a vow . .r- j15 i'•f t ' ., " U E r • 'l Yh t ,)� f • j • c�i'lS L ' ,�4 3 rY�aL1 + .r a .3•.J,, T j-., on a:.,, (•• , r:, ,.,.y.« +it., ttsve, �y rayilM ,,x ai r , 1i n ,,V a , 177 C a ,.l: ' y • �"'\ • t i•,. ..{ ".')•. ,1 6Tt * . 1 .'I l �" , i .°1r 4 it • r s 4\^, — , y , �o a8:+�� s ^ '' . +. %' ��:� !vf{ v� �, ,�, S+ •• ,_;,, .: r � d• p• t 5 iti !:'•' 1' ''' l }� �.i�. .a . ,'G' �,� `, �. �' t:r ` t �C�.i.� >< ,�x �„ :< a "yT':er4. "P �'tKC {t f r � ,'p qj. ! ` } .\ � V"T. r' I ri.V Y s � S.4Y : 'L,.,{�f•,�����,,ry 1 . 1 t7, p a •5, ♦ :• . h ., a . :, f ^ j 4:4 +++���. , iI ' j t3' ,,,A; w> 'h i:I.0.,, �✓7- i� , ."' y ,+, 7 ..1 , . t 3 4 ,:,..;:r..11 ; ' '4 • �' tiw1, ?Li 1: 1 ` .,, a H. t v. , Y i•* +^� a .,t r2 i :,� +" �,,, try i y.,,, r �` `S. ,, + . 7 '� M .1;:. n j '+.,„; r y 3„ r' i s,+• ter h�_ r... .� �'. !. �. � .Ik'. "'�iU f • l hi � ' •` 1 r ' .49• ' 7 } „ its . L` t „ ,, r+ `•� ,}} � 7 s Tt. ti i . u t ' `” � ' i s �'� , ti p a.: ` i em . .. -: , :, 4 . T L�R; . ' { . . l t )) 4 w� ' �n� � tiC ' • �.� e r � •i � @ fi e,a t >S� 1 � t r t �� r . ti s..G •�f 1 ^ar 4th � / 7 � , �1,� . y 3 rfY^ �4 K ♦,,�zs ' Y X , ,F y r - }'' ". a t ok.. 2, v u ;f' , - ` _a3, 4 �+ r•,;. " t4tlf`� 4l: 45 ,, ` .ge,•••,* r.. rN :. V4.�'S.,hT,•�r 3��:,44 „ tl r ,`' iioll may elect to make payments under the contract directly to the ; :"� ✓'''r�� day 401 judgment creditor for Seller's account, in which case such payment ., ,• .., Eby shall be credited toward the balance of the purchase price. ;- jat'. - ', e Yl ;,. :yi r m Sq -,, ` f e� 2.5 �Qgyirent. At any ime Purchaser may prepay all or a r N p ortion of the unpaid pr +rcipal without penalty. All prepayments t41, ' t v i ?; •V:, shall be applied to the last installments due under this contract ' � i � � ' r I'" , ' . • and shall not excuse Purchaser from making regular monthly payments ' �?, , Q Q � .., • due until the deferred balance has been paid in full. Purchaser at a +.- ` > , any time may pay off the entire balance of the purchase price plus '!��: c'• k a accrued interest without any prepayment penalty. „> i t= "' building and use restrictions, reservations in federal patents, i -„,. ARTICLE 3 - SELLER'S COVENANTS AND OBLIGATION S `, ' t ^ . .. 4.„ , " 3.1 Covenants of Title. Seller covenants that Seller is the , , q. owner of good and marketable title to the property, free and clear ' ,, :4,0 • of all liens and encumbrances except for zoning ordinances, l' v� �h: 't� 1 v ,gyJ p ., , ' }: *X. '41;;:v ., z < 1 a :r.mp,ehensivo land use plans, utility and road Basements and ;,�q:ii'' ,:�;T�t : % •-- ^OVenantr3 • easement` and restrictionA presently ^f record, and the d ' + '^ ' ' " ��' ' it;! `• i "= terms and provisions cf this contract P y ° ? .4�, '':s,4t , ?tilt{ ..\%,-" nail''' Y r t :4, ;4z 3.2 'Title Innurcance. Within thirty (30) days after closing, T rt l , i : 1 ' Yr ' x; Seller shall furnish to Purchaser, at Seller's expense, a 1' )1'14:'% avr: policy purchase price ' r s\ c } Purchaser's title olic in an amount equal to the urchase rice f ; insuring Purchaser a marketable title as of closing, free and clear £4t Qv 4 11 . ��`i1 �' ^z all liens and encumbrances except the usual and customary POIX {': •. printed exceptions, building a ,td use restrictions, comprehensive j'c.1;, , land use plans, reservations in federal patents, zoning ordinances� • .: conditions and easement of records, or liens or encumbrances placed • +a , � s`r ' upon the property or suffered by Purchaser subsequent to the date �,' , i� Ae of this contract. ; ? i r •' '.t] S' t)' I;` � ' 3.3 Delivery of Lees. Upon payment of the entire purchase Fai'S`.✓er : - + 4 ,,. f5 •.il,II price for the property and performance by Purchaser of all of the 7•;�; :' +, < '• -�' ' "'j l a .,. : 1) terms and conditions of this contract, Seller shall forthwith causE a : - : : 't' p; : r... h E 1 "•,. ^ ' , r , . � • escrow to deliver to Purchaser a recordable form of warranty deed �.�'`,, ' ii '%;•!,•• conveying he property free and clear of all liens and encumbrances _•'��'�'\ : >• , SI except building land use restrictions, zoning ordinances, g P P Y s..,., ,•a+ `� 9i't .'t' 1 ��'I''t : ' reservations in federal patents, comprehensive lane' use plans, / • r tp t ; ,'r ,I ,a! . lA. ;i 4', e.. conditions and easements presently of record and liens or '•`�;' `+. 4 , e ncumbrances placed Lion the property or suffered by Purchaser subsequent to the dote of this contract, together with a bill R..•.,, t K : •: :II of K •;\ ' a a , sale for the personal property. d �tii, 4 r 3.1 Stmiosion l?roT1 fax Roils. Seller covenants and warrants t0,, F t j to Purchaser that all the property and its improvements are fully ". . ` r -.q `` reflected on the real property assessment rolls of the county. '';.?M•' r :••s•::',..:_t Seller shall indemnify and held Purchaser harmless from and against Car 'e. 1 M i t + . V r F T ,' • t". I \ PAGE 3 - CONTRACT Of SALE i y ^ J 1 - �'' ' .IL c. t ,ll t•ti...Ydv:W.i:n 0 • .7 • Sri :x 7 i;;: r 's.,aby' .;. - n Y. ' ', ,r l `i n �K i. h crr+F;t42c.5z.-, .x ., :,...• __ .__.; .• . sa,ea ~• . - .,,t -- . -�;, .srrk , •. ...;,,. = -. ,,* } � t{.e :';' ,, :1' , ' , : I r ' ,li 17 ',!‘ • s .. ' ti• ? i0><iv:, y�,,, . , i i „1r :.,T . t • r. 1 r� e t ,. - . � ..`. .. a^ �: >,s. •r "'y�•. k� 1 7 Y-N”: �'' 1 , f t ' ';',/ • I \ h' ,`.+ 1 • A t ( n`uk ,•7 \ S L t , , l Yd .�,l � J - J i. A .',� ' S � *r l ` \ :fit , ,. y• :i.Y l.+t. :.. 't _Z t 1.Y .K:,e . .:1`:4;'.. ,.'. I: .: • . t .. t. .,.. ... r ........ - ,. .., .. • .. L • � 1y: , � , !f,-. '•qlz ', t ,7 �" :} „ " 7' lf 1.,' . i . i, J . i( t - 1iL• . •1 a �'I - 1 - "' •' •V ;;�Sn f -v ;' •`- t�.•.. L tp:/.:0 ;,YXk7 Nt i.S`; ;L , ' w!' �- ; ' 7 . •� N r i,• 7 -•,; v • , e( .: ,Yy ;. `. — 7 % . 1,i r : ✓ ,_: I1 .1, ' 1T 7c.. : t f� a ��Ei'� {C��- pf.F�,. {�•..��. ,. i:r Sf�r:..'T i - � : � : i�� ' •, ; �t ' �.'• ; ,�1 e. ht 5 � ✓. • V;:Y (�U�� �''.c 1P t . Iw'y } .' '.�J � .t l rt, a4 } .': li -'i : " L' P • j •' J ' t r f :L 4 '�i- r 1 • r v,. r f: • 1 . • 1 7 :J' •rt x' , t t� "� r .w �i' y �r.w ' .{��5� ��tu)y+ �' ? 1 3 , } u 4 x " ti , , l � !, ` , t t t ( ,: , .:� 4' { . S,1 t t 7. ,.,s' . ,St : , ., t l 4): •,,r Ja , �.. t 'Q �, :- ,, _ •f+" I a,L• i t I ,.. S „r s , , ; d• �`.. ...., -. .l: '�”, .i ,, :.r f'w ..•�� ,,.YRt' t,, •:e e...; �' 71.. ,f?r� .'!• T0...*, � t ?atr' ..4 70 .. -, lfHt 1 7 ...: 1 1. • ��, s n t .r *.d e r ; ; Y .. 7:: , i ?�"' t r ty d: ! 1 ! rr r i, ; "'" ' + f z . ^; ,, " fib S F r ; '�!k t.,. b (t,, 1 7 . .,t , u.r•t• . LS i„ \ Y Y t I .. - •, \hl'S ,. n r r F :? '... a 4 .s'. �'• ` +I Y EA C � Y ,t: �'4 ,,pp--•-a w e ,,, � lv �aV"��11 S;� K Y',!';•IJ•1� „r .n1 r, � u ti � '• ! i e..1 = � •• f!e 1t "+y`hs�rf7, J •� ' • ,l , .;;; s' .. /! 4 , fi-,•; 4 .d ”' '?" 4 i, 'Ii >`I' t , t . r•e6v `,� P' ti J7 ,1J- "+ l ,. r yii, i t. •;.n,�. v..-; . :h•.7 my 2 ;f • L r• w e t . C ,. + 1 .I.. #� a .. a �.. , ip +a7 1 % .. .,;.. } � t't aic•d •�y�. •.''..• Y;:!,, }� � 1 �t ,,?.. ..3� _ �y e r!' �• i7e�s• t. � -. C I A M .. a .. ti • rr ;�+:. . JJ ,: l }- }1,' v J 7 1 1'4 ',b �: • • ter, e. ' l e ... l v ..,ti��•' 4 .. - 4 4� ,1, 2, 1 4.y t .- Y' r ., . 'N SY 2-Lb Li ij. T� >rS1e. F...E: ,^ : 1.� l k `•. t iw ✓ 1 F.MSZuPjW�Y. hT . `'•� �;11'ir ` . � .._.t.:. � • r „ .! '•.t,.. . VJ l.� . ,r /f1! 1 H .r s e ( t 3 e 91ti d tU •c.:. r . w i,H. .. .1.r1. .e... , \ ..l.� <.. ..',1 .....: ..... -1, i tir i .w • t+" >4s �t , •T� �t�` i }7',y .i 7• t � •• 1 . ` . 1 1 � 1 '1 .44 ' , '! ' ,: '.. 411:101. 4t`ir';r 11 1 ^ �,�� ,r 0 � ,iY� ,� C f f T ..4i.3'' • 1.'' p tY�` i i i 1 S ` `" .• t ^ 1 � , , 7(�wf �tdi i r ,..,,, „., ,i{ 1.".T.: ',� V 1 any subsequent claim or assessment on account of an of the r`t yr yY - t� . c u , r , -�, . ” property or its improvements being omitted for any reaaon from the ,, rA , c �t '11 r t rolls. ^-i Q{ � ,,: , 1 • , • . 1 c ARA x� 4 - Q IONS OF PURCMA � }fQ " �' > �,�J .i , - q,[ tr k~ ' e °I , `; 1 - , 4 . 1 t metio The obli ations of Purchaser enumerated in }�! .� ; w«5 • , t.y " thi article and in other articles of this contract shall commence . , L2 `du' a: !. possession date and shall continue thereafter at all time with the ps G' f � � 'i 7 ,3 �: �' during the term .of this contract. ai `li'l r ., 1 a t t ? h 4-.....A.,.: w mi x i 4 � , �. • 4,2 Taxes. Purch'u er shall a all real and personal � P Y It •:.,.I,t Y z - 4 property texas and all public and municipal liens and other uui�li� 'a?i l �`�-ti,.g.z r , * assessments levied against the property as followss ��l + ,r ; 3 g ;` w t e " ' 1 ` r 4.2(a) Payment When Due. Purchaser shall pay all such • 440.** taxes and assessments when due. Purchaser may pay taxes end H - , y :r. " , ., ;t�� t. i"`„ assessments in accordance with any available installment method, including installment payment of assessments for local improvements ,,.. . t ;`ii z ' n l' . ;, E• » ' �r ,n L�L' c ! . under the Oregon Bancroft Bonding Act. i �^��,i,,��� r ,� , o �� V 1 ('i 4. 2(b) �U,ght to Gontost. I£.Pllrchaeer objects in gaod N ,4;, ;t1 aX,�� faith to the validity or amount of any tax, assessment or lien, a � ,, �, ,'}„ Purchaser at Purchaser's Sole expense may contest the validity or !$ ; { Fez amount of the taxes, assessment or lien, provided that Seller's ?h7 vL �' , , { -- Ig' security interest in the property is not jeopardized. ' 4 Proof of Payment. Annually Purchaser shall 1, • r � . �,` " ti a v ry .: p rovide Seller w written evidence reasonably satisfactory to : ;,rt �..1t r !,' : Seller that all taxes and assessments have been paid when due. N rF 7 .:`r 5 ,} Purch shall submit such evidence not later than May 31 of each 3. iV l ,ry. \ '..t 5',,j y t `�!' y ear. ji m. �q `M i. A'�; y 'N. ,,,t : = t 4.3 Fire and Extended Coverage Insurance. Purchaser shall J � 4 r:t • t ;• ' 7 ° � 't '; procure an ma i n tain. one or more policies of fire insurance with �: ( ". ; , t •,• F � . ty } r. t„ `° + : s ex coverage endorsement on a replacement cost basis, '� h , y,; a . , a covering all improvements now existing or which may hereafter be � . r t! placed on the property in an amount sufficient to avoid application 1 �,t 4 43. .., � x i \; rs T of any coinsurance clause and with loss payable to yeller and :s �z fi t: I 5 t tip 4 Purchaser as their respective interests nay appear. The policy l r , , Z shall be written in such form with suc 1 terms and by such insurance ,r ,0 yi � t t <1 to Seller certificates of coverage from each insurer containing a companies reasonably acceptable to Seller. Purchaser shall deliver Jr. t k � .:S 'i } t pr N. stipulation that coverage will not be canceled or diminished s � 4 � ; r , , without a minimum of ten (10) days written notice to Sel.ter. Ir. • 5^\ a the event of loss, Purch shall give immediate notice to Seller. \\ ., .1"eVI ':� NiAllw�s Seller may make proof of 'loss if rurchaser fails to do so within �, t . • a. 1, ,f; i':- V"$• ' '' ` fifteen (i5) days of the casualty. C e. 1 :14 • � ` ' r � N 1' PAGE 4 - CONTRACT OF wn. Y rr G s ? ay ; . • ; 1,I CAnd1e.oAlea,nnoloon f3: _ Y . AA�n�ti �1 1,..,:„:‘ I t _,'o- .. • >. p � \.. . ti Y y� Rif ' T. � .A 1 , 1 ' y : ' _ J a' -- a:..` 1, 1 , ' t , f' .;. Y•ta' cF4'!Y74F-rA.. e`..4- ;•ZY " 31- `11, �.�7 C,„ �y�1'] j ( � j ,7�Y 1 '�.•`Y' „r `.' S ;11. a i Y,� :t � J- • n.t .a; ; `'�t \2.� .a,,•t 3:F;T+• a' L�,. r' �; �a' 1 ;3:�•�:- 7+.1.c.Z1'. ".�, -ri ?�� ,v.��w:; .a• C •• ::. \t: „'p._f' . .$ 4 , ,, l,,,, r, 7 i'z } t. 1 . , < -t . t' * . y 1� • e ` t� .�", r ,! 'j`t ", i tv '4}.�'1 e. r, , r S 14 t.. E t 2a ,. cr Q L w ruby k r � 1 a • it : -- i • _ t Tt ; ;:o ' ANN}` ,' _ , i r r 'r J f , , 1 , .. f f .n �2Y6�• 4�1: C,I y L d . , S ♦ ` \ 5 , ,� •x+ p;�r ^ a , fi\ 1 ! t i . < 1 r 1 �1. 7 ,t i, t� J1 1 r I rV � -•' t °1 "'IN% a 'J{{��”' .+5 ~ SFrn ?' \ J `r , / t ` - 1 ( �r t, •S � < t! a • It ti `L .e ;: i ,.,i t f. n, 7 r .. T \ 3 ` ` J y ' 7, W d � { t : l � ▪ � � l ,d�L k � t �r � 1" �'•1 �.t ' K�” +� �"a � y t - \ � 1 � • , tK 1. � k 1 r t i 7 •? , ! r ,l•��'.f A ,i:71Gt z . I It r t f y • , rn =,e''y� �,•. • c r � iY i `' , i \ t \ "' l "7 j ' L • y n3 v r'. ,--}: :0 ,,, ��{1?' ,,t � Tl . S 'J : a,l'r .1. '1 + t' ( l S ... t ° l ,, • � 'i . ,7 ,.11:::•-t- 1 l ,t }� i . 0 . 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L „�' t ` ,..� , 'ti.� .14 '' °' rt•'ez..' t • ,g5A..� ,., 14 s •; ' t . , LS At to a c, c :fi,i , ; .,'• :`,i,l - .' t lyy •' 4'•' +1 l'� :'t ?� .A,. .`f :1 J •. , v' ��ry Jt u� 1 a �"J. ••.,7iM .'.x::.a• _ ,N v ., t?Jn ti a :r � 1 1 � � - ., . 1 .1 , `u 4 i:i`: . 3 :),', , :w � ;' \:...,4.;0;.:.,,,:06 :'"�, : , t. . •t •' ;.• v '. �. �.n k i'`}„' +z 1a > `4Gr ', i e''� t,�'1 - ?S wt .,. :,� •^"• z -, w r + .� • . , F +., fft a y . ^vaf`< : ,... 7 lA • , 1 .s � ti 7 „ tl'�;iE^'': ' ::, i -i.- 4 . l iw�.kh'� e 7 � ' •i,.e. » . . t . I ,; 1 i . >��• e`r :{ , •s. � � 1 �;�• r,. ,...l• tli7,k�,�... � :..,.a,n�,�'n�' ..t :.''':l +`� \. r3ga�h� ;\ ep;;tS!..... d...� • ,:';,,1.rvt,.�tia .... •.rtL,,a. �,:.,;,::: n:. .F • � i.v1,�. . • 5� � j �tl ��.t�, q`S 3 . ' 9 ,a'c ?fie' i i . Jt't��'l y • rid;'S� . , �'� { fir 1:`'�'�i�4'�: tv )' ' �4 'O ltd, 1( 5 ;j ili ;Y : i � f �' � r� ' 1 it , ~ \iii. • het +'IZ yt ..;1','''!0•• U41/$.6 fp��' l a . ., 4 . t Jmnroveaents and PtrlintenancQ. Purchaser shall not commit n. � ` ,� or .suffer any waste of the property, or any improvemeylte or . , : , + p ? '_'M••. alterations, and shall, at Pt.r e- perzc, maintain t::c '' • \I" :.,.',14.'1• , .- ' landscape and improvements in good condition, and repair. Purrchaser ;a b - :a.:a %a , 4Y I. shall not remove or demolish any improvements, and not make or a �' " l` v �wa� i •:n? 0 I , .• , a cause to be made any substantial improvements or alterations on the ... . .. at ' d tµ � i a 'P' *1� 3 property without first obtaining the written consent of Seller, t y4,F "'-e: t ' `r : > which consent Seller shall not unreasonably withhold so long as ' t'�'r" �� ' ' r 0 cv a Seller's security is not ?^:psi art. Seller shall have the riaht to +• ~ 4$.7:4‘ Ah...i go •+ 0 . o post notices of non- responsibility on the property with respect to ?tVit. ; ' ago . ; `t s ; + as any construction work performed by Purchaser on it. {»l�t •a �t� tW. \* C'N '.1.,:i..7',. ■4 aai 4.5 Liens and Encumbrances. Purchaser shall keep the " v •. i '41 " �' •a.' property free from all liens and encumbrances, including . \ ' . Il e ale, ' ?'e r Cis t \, f .. ir,, t11�V9 ;N y, , construction liens, shall save Seller harmless from them and shall , . ..'+t a qti a.. •1 reimburse Seller for all costs and attorney fees incurred by Seller , o . sr + =- w hti Ot i »r in defending any lien or encumbrance. Purchaser may, in good ' � c ' -,< i -e defendin , N + i3 +i"0 r faith, contest a lien so long as a lien bond, executed by a ' l ct`� ' t 4 0 1 corporation authorized to issue surety bonds in the State of tabh. • t f ' } & .1 Ore on in the amount equal to the amount of the lien, or in the ' L ..1 t t`'t amount 'One Thousand Dollars 'iichever is g reater is ' k „" '°"j ,$l w. ,� •�` <e1 1 furnished by Purchaser on behalf of Seller in accordance with F ORS ' a '.iw �''y!a a a� =� .?;44.v, 37.076(1) 1 t 51 \ !., �e l la i . r:t c S a ; ,� `t; °k or Purchaser deposits the amount required in accordance t, a;�,'Y t�'' \ , � M with ORS 87.076(2) . , y `S , '. 4 '� ' � + , fi t it , n {> . r h L;;� ; „ r , + t ry b a \ �,a,, ' S 4 1 4.6 Compliance With Laws.. Purchaser, at Purchaser's Sole ' ' ' 0 ; �.. ` I a aa 1 '� : Ca,'?' e; c; t: expense, shall promptly . comply with all laws, ordinances ''.7 t t 3 l K6 ; '? ; 5 : F �� ' y, regulations and other requirements of all governmental authorities ''�C tti • s y P az ' v applicable to the use or occupancy of the property and in this 'v z4M ' .i, r''Er *, connection promptly shall make all required repairs, alterations P ' ; -- mo o • t �`�Ji .. an d a These include without limitations all a licable ,37. t .uw� t J a e w i r r r PP " 5� , t ; , .. 17 - 1:S . / r' � ri sy federal, state and local laws, regulations or ordinances pertaining + ' ,+) f F' { .A, , s 1 r ^ .a : to air and water quality, hazardous materials, waste disposal, air 3 , r 1 ' , . tr fa Y. 1 emission and other environmental matters, and all zoning and other ' land use matters.. 'U` " °'� as . . a . ,� .r r.. f n ' wr,r 3 fit +2 ,,, tv • 4.8 Liability Insurance. During the term of this contract, v.aar. t' � L r s . < t ip t, ; 1 y ' Purchaser shall maintain public liability insurance with limits of r a . '� `: ° + kr'r,i ,,; 'L . i 1 not less than one million dollars ($1, 000, 000) . Such insurance i ti,. \ �. t -. :4. 1 � : a ' . sha cover all risks arising directly or indirectly out of it ' r > "'a,rtt ' `? i '"' • a `\ P urc h aser's -i ' act on or any condition of the property, whether k i 4 Y ' l ;`c. ; b tN r y or not related to any occurrence caused or contributed to by �� , ,�1 ' ' y it ar Seller's negligence; shall protect Purchaser against the claims of � o , r'''K• : f. ,, k Seller on account of the obligations assumed by Purchaser under '?.,r, ` •',4i rt wj ,�, } t contract, and shall protect Seller and Purchaser against '4-�' f • , 4,?....!. t}{ claims of third persons for personal injury or property damage. ; 9 .-,• >, `r c ,�''' 'e t . r ' Such policies shall be written in such form, with such terms and by , ,;,,,' ��K r r : ,x Y secs such insurance companies reasonably acceptable to Seller. ' i••a '�•• a P ru iian8] snail deliver to seller certificates of coverage fro .� as e r �a waa ' t r i }t PAGE 5 - CONTRACT OF SALE - . a • fi r . , : 1 1 • aJ c Se ■ 'MI cAn' \nMkolrsCloon d , ) " ;' T 1 . r it. + .. L °$'.IC ? i. r S'1 4�, leit'A Pint,::..!-, t j c �• c Y1?'^ "t:- .iG :�' rs Set !� -uu �uv v - ,.a.._... .5'- r••• .. w p m 1 7�y. y� M�.� t f T�'�id -/<. j\ , 1) f _ 1 ���, 'y'' •K �d �.b:t� 1 Yh•6 •ftKSYVz ,� 4roW1 tt4' Imo, '.�RT� L}•`i f , :. \ S kJ ; N ,ill` $ A' t ., C r , C 7�,, s vt- t I , `,� u 1.� r , 1 C Y 7' ` t ;: "'; .6 , ,1, , ^ i^(v:'!.�'Ai , _ ., ' � n . .e yr ."I t ! y ;, �!(' r 4 < ar. ' } >c r S `uvl z, -71;t74,, , i 't r� fMi '1 ?l. - q� C' '''W �a - 4, °3 . c k `' \'- x ' 1 :�y``` �.r t ` !fv , L a e` (�C �' ..e :: • { t:1•1 • i � ti Z,:Y .�rrr •. 7 . r �., * ! x. J r L 4i c 1 H I � 1 i I r",,�, \ 1 �v : .h. ,, 4 1, i ` '`' -z ' .r i,m 4e... +t ± ,e;gi` - oll .?t r. R t + +' \ 1; �- ti '::3 ."} ad 1 . 5 1 X�' - A .. ,_ uuv.. - = y > t... : . . _. ,. awn- .wo.w�....u� c..,-• ..av,, w 'h :4441;",',$.',..g,";2' k A �.. ;ett'ai 1 rttt�k. .i • ty � ,!"',/ 1 S i, - y 1 '�` ..,i .7' g �.. p R .$ t� t . .t ,• 9'1 .„ ,1 a ,� *1 S �~ f - li ,ii > ∎.t ': �, ,'1 ' ' 3 ' . 4' � tN 5 ,jL 4 i 'I Ll s li.o! e. Ntr f.•, ' j l!'4,-TV- fi \Y1 i ';:. ♦ Wi �,1 j t a 1 r • < l� )1 'YS `-.}? ykt �I4 >, `y, a .: R j !; n t- .t„+. 4. .1.. 1�.� t 1 �.' . Z ' r :' �• y. : • � 1 • , }• 1 t'�i Gh J •F \ N .. Fes'' ..:7 ?4 ► , � 'i' a • 7}^ •. '�d'r• +.'�' SJ�s'- ti � r.. r X r+, i , t at / ti 1 1 y '• i L 2 (r,� .,1 ,. +<,; ;, { . a' ,t 1 ' 1 e ..' t R � ^rt n �j/' '� aie 1 iz � fi r' ia:,r 'h s i.: . ! , t ,.. ^A 1 '� r ' k . T £1f r 1 4 ;, 1 .. l � ( *y,i 1 _ - '. P w � � „c � � ' • q 4 �� -e L� + 'i 13>' -. ', *tf t ,, Y i, :. . t i v`.S' : ? �; f r- k 4 `slat a ri rd�''', . c . 1 z1:? ix All- '+ - �+"3+•} f� h \, ""tt t i.: 1.' at _ �. >C.+u+p <`t 13•. 4'� �2 't � ... t�� ; i >+ '\ ! t l v t s ��. tSi. .h t i • '� 1 V't,,•}� •d '4� ' i r �' ?Sac i," :nW tom{+ 1 4 ±q t fii�i . t r . 3 a 4 . .�r-t -e { fa c �C r'a`. .. �{ 1 � :i , :. -t'2 1, 1 � S'! r F�i. q ,,n .c t ;. } r t 5 t b x a c .. � w < -, ( Vi \ :'1 ISti'CA'jF' \i + `I ? / ,,, ,.'+ 3 ?: � ` '. ;�., �q .., t r ,, ,,. . r t � Z' k . a ..ra71.-u-- - 4,.,. v Q •f ;.`te .-4 e i a . } ,,7.} rh .. ,� 'f •: • „�'..... rt ^„C t �r Y i �l' o t 1 y" ,r,...,,,,,...•:. w Y T' • •0" . •;.; c" 7 sta a � .. r 'C Z r' f `i , y . ':; - ..; c ' : •. . �, i v ,,..,,-,17.- Y. � : � ... f 1 v _ ,--Fb 1t c: r ! t3! 13?w N r w �' w .t " 4. ) r '{ , ) t .. , _ .+ : " t, n' R'r1 , t . A; ( � i . . • v �* . t ♦�.,� - i` • 1 ` r .c+ , i t a . - •.g y;f a r •rt' r 1 1,1, tr ` 'I.i Y ri • "•r ;r t v ■ ,,,, f l \ 1 M..f . 1,`a' . Y. '1' . '4,-;,,'.:7,1r. ` a + }t:.A t. 1. . *at;�t ..4j "ft . ,. : 0 ,1:1 0 1., ,g ,..., . 1 <4 , K 7,..e « 1' . t u S 2, r. i' i . LA 7,st: M . x' t } )' !� �} L t��i }� `� 1 r , �'Y'••'C. ! :a . ° f Z ,�tr •y . j b t . ti w QT -'� �, � ' ) e ' r : �. f �i' 7 "t� 'k 2i1`i:� >]n�r: -0X r �; 3 ( r� `- 1 4 r +i Y:r � rI .'� �+ y. r �, , { n I.. , . , i "a •� '� - m •'s'T r n `� -fi l ,. <•, s ` a as .�`. _ ' �' r J e > 5 r , r rl 1 + , . n -..,,. i ...?t « v wh�.sl +1` ' {r " :r'.: �� 'A_�:f•r• +.. . }, •,Y �.a .�: ..{.rte I p��.. ' .. t r.,.- +x'.t1�1 = . i{at �.Ft..,=s�:ti,� +'`ice � l ISZ 1 yvo ...C..�`►hs4 <1,•: ' 1 � -t+, _r ... }':��iw a"° Ci��• ''T. r - '• �'� -'. �f. c.•. u?t `a'"•f, - r. C' �• :„y+•• -.. sM. u ti : .e'- ...,:.. t{() #•f.• ✓, 4. �J� Y 1 r iii }"7i . � ti ts ''' . •4 • . t .l `1 4 , rt 10 s,if w r ;;.:-..t..1'..,: r,,� y , ; , o T t�h' �i� • C e �v t > 1 :9;,..;:.,,-....,, �• P V C+ 1 �. '' i } 4� k 4�R -.4� each insurer containing a stipulation that coverage will not. be > = r: 1 P . K .. : : 1 0i : canceled or diminished without a minimum of ten days written notice a „; +r ;+" x 4 "�'s r .r y w r j v to Seller. ' ��` . 1 ' � ` _ t,? j* ti'' r s1 Y Y : 4 - 4 . 9 i _fie ' s Rigt to Pay. In the event Purchaser fails to "! ''P {yv� h rw :; •E , •�. TA4r. " pay, when due, any amount required of Purchaser to be paid under F i' . ," ..).,...:1:, ' �` y this agreement, Seller may pay e and a such amounts . If Seller '� l t makes any such payments, the amounts paid shall be secured by this 1 A (..t.:,.:11,--,-.t.. rfi i l • , 1. il '� • - Y,� . { vl y � ^ a .a4 agreement Such amounts shall besr interest ut the rate of Ten dry {` , , ,), .4 -ti , ?? { >t Percent (10 %) per annum, and such amounts, together. with interest, • + y, j , ? , s,, ,t, . .:44.4 shall be immediately. repaid by Purchaser to Seller. Any such ;:y,,,,..-,•;;;..!„,....,,.., ea) Yit r payments by the Seller shall be w_ti.out waives of Purchaser's °'' +u ' � 1 )? dl�ftult under this a reement. +: n • a i l i + i Tw p, , T i ti �fif , , 10 , ,te�,,, ARTICLE DEFAULT AND R8}iRDIR$ � i A ` ` r: , 2 \ � ti 5.1 Tlzae of the Rssence. Time of payment and performance are y 4` ww ct 'ti1T ° r . t r ;' the essence of this contract. .. ,e,;:, " ' " t 14 `: , N '4:It F � � " �i 5.2 *entn of Default. Purchaser shall be entitled to ` :� ; �i y ,, 4 , � r x , � % � * possession of the property so long as Purchaser is not in default. of b} ,14 �1 -, �� e � Y . A default eha11 occur if: ti -,•} C : )! i '14,41.. 171 •, t?•t: i[ , : • '�i� {e 4V C7 i n i t A, ,v. "(' 5.2(a) g ,vgent. Purchaser fails to make any payment 7 1 a + ' , ) , + ' ,'i it within ten (10) days after written notice by Salle.: of nonpayment. ` . . k ir,4a 4. " 1 ;, + . �1w^ , ! p No notice by Seller shall be required for nonpayment, if during any '�1� ��t t . .1 ' : 4 . ` ' 'lr , *L • twelve -month period Seller has already sent one or more notices to Is. - h :' Z .4v1 ., ;A •,�., ; { Purchaser concern nonpayment or a 1 :, to p under the i ¢ r a �" ? � 3Ta . , ,04M''".4 contract. A payment shall not be deemed made until received by the . i rr�, `i !: ! • � f Seller. r it � i + ......1.;,..,,,': . I a � t 5 - t urcase - t 5.2(1) Qther Obligations. Phr fails to perform k , +1 ,.. j k! a V any other obligation imposed by this contract and. does not correct f ■ i4N A';'':1,': 1 rkw fi •'3' or commence correction within fourteen (14) days after receipt of ; i • t; '• ". �i w written notice from Seller specifying the manner in which Purchaser O r ,.V. E t. ,C : - 94 ` a ,: Ds in default; , > >�� N N , Y ,$ry .:1 -Gw ti �'t fit 5.2(c) Insolvency or. Bankruptcy. Purchaser becomes ,� �,L��' 3 y ��. ,,� j ' • rl i lr £ .t insolvent, or a receiver in appointed to take possession of all or , ,r .' 't.J 1 (! a substanti`1 part of Purchaser's property, if Purchaser makes an . r . �,. �' • t 1 assignment for the benefit of creditors, or files a voluntary ' '. -. �t � � � 1 r+ ,, w, 4iTh ' petition in b ankruptcy, or Purchaser is subject to' an involuntary ' , '' ' �', • • , 4 : : .' �`l petition in bankruptcy which is not dismissed within ninety (90) )441.11i a i J• M' days. If Purchaser consists of more than one person or entity, the ,,t`:; +? ) ) ,t t 1 4 '� '•t occurrence of any one of these events as to any one such person or ti i• M� ' n �w entity (shall constitute a default hereunder. ` „ Gkr ` � i ,.0` 'et". . :� : •.� N. .414 ,. < 5. ]gr a Remedies Upon Default. In the event of , a l .. r ' + ), AA! : Purchaser's default, Seller may take any one or more of the e tk r k 'r- "�ti t ?. y ,.t following steps: . t t e t I R , r t .N mil ti ∎ �: 4 '. PAGE 6 - CONTRACT OF S LL y � � � , �,; ,. � � xv ' 44, or i� • ,i " ¢� y t"rL.� . � s , ? • . d s 4 '! n' 4 '''. , � 4'-. .. ` 1,.p6 two,#ktiM r 1 .4.:1, a y , � Two 1 , ip4,4v .:.� L i� „, � y ` � 4 9 k ,i s1 } j A, pp � 't 1 M" 'VF�,{ 1. - h • k f e, s a �^ t< " �C 5 . • N'; . t, Asa _ ' ' � . r t r t.i t t^v� r y; .:kiis 4.;1 t ,2� ' y � . qt .6 'at t u a . •w> .._,_ �. iri m, rA, 9f ,,4 ', `4 v + lx iY^r r. Y. 4 y' » 0 ?) ! r n '} , 0 T���rl'.• 1 ' S�o '..' .4 a`Y, _ � ti wt �� " 7 e • Y? X " ! k0�S�U� 4 1 V4,'" , '�' r ,,; : , 4.,,,,,; z. a . � u,-,%, , i . 1 : � s- R � .i �.R"7C�t-, S, ,. .. f r ?', . ry i ) 9C &. it VI y r N..! . c." .y ,•:.. 'TA t , Y, i' t..• ' ki ,, . , :k. i Sf, ..7.‘ v 1 .::>•'.• tr,.` ..• '"''''‘e 4 = . •' .rr { t N. 4 > , t , , t , 5 li .. f 1 , .. }, .,,.. 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"r` • 1��,�j�}S' t , ,T [ t 1'7. 3!.15 •� . J �i � 1 1 ? ' �' 2 ' Sn • , . t 4 J f �.;�, ' •: , 1 , "k11;,:; S t Vi P' I' r 5 .4 .,.. t ; � +I. 4, 1 c n.-, ,.4 , 1 (;4;.;.,,,-- ;GYf . ., Y ti '? ' } 1 . 3 , �y ". {t �.•�' M _ 'Y`'� 1 . h ,� +: + • t d t t •: ,.S"��:.' o�; , r��� ' � l 1"i S ��"' � r ' '"' ;J:% t 1 C , :4 { ,..v , ,-, ++ia'�r i, ` 1t { ,l 4 -$ -. ML ;; ,} . i' r +Y r bx : +z,. ..S�h t * *:rf�. 3 .- , S ' 4' ' � N vti. . •tt r .� ... 4 , k.r`,�� E ., t ••,1• \`C `r'. C )'_ y l _ > . r ;1 ` S` ', r ' l .k , o: N ; • • Y 'r elcVS49?"'t.iti . " . LC` 1. ..t.- T T L W S L �. T ? • ,. y .{ i' , .. < �Ak',..41 4 � ' . s. T i y - to e , c t. r , ••, }G i "F c � t y Y+. r ti ". CtiN '14"4 :ixE 1} 4i. . ; y S- 'i z .t. Z ll1 • , 11 )Y. i`3� t T y . � � ti � � vt ? as..,. � �^ P'Si a S' s .e p rt a e , 14 „.s. T: . s � �i y^ �,- Y ' ' � w �9 `��.: `vl . w : . 5 • _ i % t c: - ''.7.7t? Wti 1 Qjfa:?�'I i . 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C ' ! b'' R ,) , 1 : 7i t ti ` \y ` z � 4 • ri t� , ,.. t, -1-• s r i' . } t':v 4 Y S' `�' ?'R M , r '!. % d + , •,,� 7 ^ , y '. �+n . + r� ,k 41 de,` "�'✓ fi ti . i ?!•h 4: 1', i '' r/ , f ' anti 'i% tr i t3 0 , •7 .u� Y.. , �44 � q r� {��. Al • x k R • . c .r '� V L tC' \ t 1 A., ,, " i .a ; , , ,,. . . it: wk ?Ma 4 1r R7 S•1; k i . y+'?,. t : .'; N � V'.i1 },Cf:.• :.5,..�0. / , •, ru _.(..• ....t .. 1.2,: ` ;t Y.,s C Y rt 4}'r•,r t ar:Y4f•!.'., . ...•i." w,•..os _. .. ,n, c: j &a, �. 3 V �9 r1Y,` �sr� '2 P • N �. S y s � + . ,rte a t ree 0 ^chi ���' �' Q ' Z ' t'+,,:" 5.3(a) Palnrce Due. Declare the entire balance of the ., ,L ; �, & , , M A 1 '' 0 yrA L , 1 . r^* purchase prig: immediately due and payable. "' , ` r A e•a•1 T . a it o r wt ^ ' fi h ;44 ° x " t 1 ' 5.3(b) Foreclosure. Foreclose this contrac b y s tr ict 'i .a i .4 ;Y; ' foreclosure or other suit in equity. 4 } L L y S K '.04:',..,.. 5� 5.3(c) Specific Enforcement. Specifically enforce the r.r Y Y" ;2: 4 � �D ,,�,� ,� � . s� te rm4 of this, contract b suit in equity. 1 s '$0/1 'N' j �� °tt � Mr � 5,3(d) Late Charce. If Purchas fa ils to make any i � p ^ , ; �r.r r • + { ?1, . µ �.k ;, N 1k paymen w ten (10 ). days afte i t is due, Seller may elect to {!, • � q� ' � d•, +a: { % t impose a late charg net to ex eed five percent (5 %) of the Ya �'< e ., delinquent installment : .,: tea? ,,,.`.?" i• a :.'., 5.4 Reme Cumulative. Seller's remedies provided in r R r ti4 � ` ''21 t'4 paragraph 5.2 shall be nonexclusive and in addition to any other , s ® a.. remedies provided by law. ' ,` 1 v • � ?;.a f x , , : 5.5 Waiver. Failure of. either party at any time to require } ,q M rr t � '''t,. , performance of any provision of this contract shall rot limit the y � �i`, e.. . .4 t rl' �!. .1 c y y .. t . m �� party's right to enforce the provision, nor shall any waiver of. any IK tr . , ' n 4 ki' broach of any provision constitute a waiver of any succeeding Y �;. i i�ti v., {' , z' . 3 broach of that provision or a waiver of that provision s. �' r. ii itelf . 4 '',...c �•1 r at t � \ a..y{ i , „ , Acceptance of any overdue payment by S ller shall not be deemed a + ' °`�� Z 1 , �' waiver of the requirement that tim of a ent and erformance are ,{• q payment °” \ ` a the essence of this contract and of future payments Por obligations �', r •�' >y C t . �' + w ' , of Purchaser under this contract. c 'tH Ly`F �i ` e rr ? i.,. ! ` ''.'14%;::‘... ,t . i;" ARTICLE 6 - HISCBLLANROIIS PROVISIONS 44 f ^ ' " ��' 6.1 Attorney Fees . In the event either party shall take any s, ' � -14r-.17.V1'., 'M ,} a a b ,,� t �*' Fes judicial action to enforce or interpret any of the terms of this '' °e1Y r, contract; the prevailing party shall be entitled to recover from e r t> r .. . 3:r ,, r party P; , ., t o art °11 ex enses which it may reasonably i:icur in ' r ' `�'S u *1,„,: taking such action, including but not limited to costs incurred in am No e Tr �' , searching records, the cost of title reports, surveyors reports and ,';:01:'N44,.0 � ��� , " u -: foreclosure reports and attorney fees, incurred in an action o -. ;•'.4›.`. - ... , t � N appeal from any judgment entered in connection with such sction. tip, f ma r 'r L P., r : •t' } V 2 Condition of Property and Indemnification on o . a. 40zi, °,: 6 Cleanv� ,;; + E - . • . ;, -t , t r y` • The subject property is to be sold to Purchaser "AS IS r' . Purchaser ''?1:4;') i' > �' °.. t , ' ' °' shall indemn and defend Seller fror any and all claims, demands, i i w V C,�, .?0 � or dama claims made by the State of Oregon or third parties lv�t ', °t cu t. r,1 t . 4 1 , R u re t o hazardous substances found on the subject property or i t l 'JSr°,,'[•7.r •� tg7+a a r migration there from, or for in ju,-v t' person or property occurring Y.a> 4 r,°_"' q ' S q • • ? + ti ff 'mi u ^ • on the premises. This ind is not to be construed as an r 4 # nY i _ •, � 'mo '' a r b' admission that the Purchaser is responsible for the placement of t `• 1i ° - ,..': a> Pry contaminants on the property and Purchaser reserves the right „� f �c' •• '4 v' to pursue any party other than Seller to seek cc tribu.tion and /or y , .4 tC"} r+., S � S a , ` mil +� '; r ye }. t , 4 e1n .,.. 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' a t ti.ppp��� Zf 'S r ^, 4r,, ' : ± i . , .. . ,. :m.449 i 14 ,. ✓ . r , , , .. :� r ,' x„ ! � , ,t ! ,, 'y >•. � ' ,� .. 't. 0 �](�,.t' • +� �.,er ,. ,. ,..y, - t,+.':+ ,,.. t . ,, , ''[r i,,,..,•; �K� .rL t� ( „,4 '_.:„ t� 'y ,,�� ' .. 0:. , 'r• 1 a r .., :t4:2 'M1 1•1•7. �j' ;it �' • tr�Y''���'J'�r, h: t ;1 , ' W” •4 17 ,. e y '.. ; , y,, .". � {, .,r. ... .a t� •rr".j ' �} ' t � � #� � ��Yg rte .._rtlr:.:.•l]. ,�:a;.Y:).t,_ n:/' �...tc:'t;iT '.h�,L.'�.0 �,rt,_> t,. ; 1'i j ,•+h�,.. ^...��. ,•r �t:::•.•rk. ...r1 r ,6Y..tt,:. t �� �7� >CVX �, f y '•1� ° C �,1 .. � 41 • ~ Vii.!` 1 ° " i..,1-: �( t ` lt�i�t�1�il` •':' i , '1,. % t`+eyj. x ,:...4. o r, �'t .{:, •.,.1' . + "x'. , t � "�s l ,.> r s .' damages for the cleanup of the property. Seiler will f ully , 444.4-4:74 ,, A "�` + a s =a '. cooperate in the signing of documents necessary for application for ,�a'�;:,�r kVfJ�,'� any state assistance in the cleanup of tho property r t jai 0 G :' .1 ,a a x6.3 �tepresentations and Warranties. As of the date of k, !r( <,3. ,.-, * +On of this contract, Seller represents and warrants to s ' ,• k 1 y 4lKY Purchaser the following: L 4Ft, ,, lice ( '14 :1 Ir t !r v; �:�'' i _ 42, 6.3(a) Seller has no knowledge of any condemnation, *• t , � { °fig!' : ` . CV zonia annexation or other land use roceedin either instituted " r f > - 2 � = ' o 1 . l,, or t w could adversely affect the value or use of the g, tic•i v '+e'" •, trope ty, nor has Seller any notice or knowledge of any special ; y ^ 4,,,,',1 ' .`e4.s'�'. assessment proceedings with. respect to the subject property. qz* "'' » `] ' r } 4 1 .` - �r ,t " r i 6.3 b To the best of Seller's knowledge, there are no �'� t P = ;, y 1* ± ; ) g r ,t atra.i•'1 i,rs material hidden or latent defects that exist in or on the property. .s.;.k.'4% �:' "+ t;,Fi1k4:44 6.3(c) Seller warrants that there are no actions, claims \ mss" 1 " ,." c� ',�� , x ,, or proceedings pending or, to the best of Seller's knowledge, �� ,,,� �' ; t' € t � � 4 threatened by any party against Seller in connection with the r 4s 11p ., .' 1 ` t "'' : ♦x�r t property or against the property, nor, to the best of Seller's , ° 7 " ' ', ' L /, ,ili it E, 4 kno wled e, is there an basis for an such action or roceedin 4J '• j1 . k ' 3 azs^r 'k 6.4 Use of Property. THIS INSTRUMENT WILL NOT ALLOW USE OF :',161,, "L k � yR '`' . aA THE PROPERTY DESCRIBED IN THIS INSTRUMhNT IN VIOLATION 01 � � �' s „tisi1:� ; a ( Y .APPLICABLE LA ND USE LAWS AND REGULATIONS. nEFORfE SIGNING OR 'f' , �:' ' t ^ -? ti Af CEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE 1 , , n} �,, 3' =tP ,� PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTI PLANNING ` ' a , i gr 4h . .e Its �' : ( ♦ t . i �' AviS2 DEPARTMENT TO VERIFY APPROVED USES. 4 F ,: 1 yftF,'�ti.? 6.5 Assignments. Purchaser shall not assign, subcontract, ` 1 tea.•• t � �i iii r�`` it sell, transfer, convoy, encumber or alienate, voluntarily or ; F ] sys ' 3 t I. ry :s involuntarily, all or any part of Purchaser's interest in this k y „)X 3' � � 4 , ft a contract or in the property without Seller's prior written consent '_' `. n »r ", ,-. t „ty which consent shall not be unreasonably withheld. ' '' ,;t _��a 41' x 3S' t 4 ' K V x( t i*'e €ts' b.6 Binding Effect. Except as otherwise provided in a *lr �v < ot ., ' paragraph 6.4, this contract'snall bind and inure to the benefit of r- f'1`�y�Y�Sy ` ' '.t * the named parties, their respective heirs, devisees, personal F t � rt+ > representatives, successors in interest and assignees. ;, � , S 9a \ < " r t ! ' " + ; 6.7 Seller's Right to Inspect. During the term of this I G. . : ' - contract, Seller or Seller's agent may enter upon the property at ; }•;t � fa:.>. ', t , any reasonable time upon prior written notice to Purchaser for the ` ji ?'� d` ,. , _ ; l. • purpose of inspecting the property. ',` 0 t 09 ' *. `ST ' �b. o t. f i �+t' ti �,`. 6.8 Prior Agreements. This contract is the entire, final and ; 7.. : $ 4, t 4` � . ♦ complete agreement of the parties pertaining to the sale and t \tirti r 4 t � ,�,,,, , 4 ta , 4 pu _chase of the property, and supersedes and replaces all prior or �I;P`�* >' 't. ir: • PAGE 3 - CONTRACT OF SALE g ' , • F - mn;', a }; , a,. r iyer v ik..,.��4, MA cl tlxal,Ydnn(U K j , -`. . ' • .taS ^ � �t 4 ~$ * - u. +f+t! ;r, t \ 7:.1• , :. Tu ► ::::::: l' J4. 1 ,'1 ur t ',F'.4 ay ?..'1 . �k��'o`'�4.:�r; 4 t y'! ` 4 ar � 4 y y t•S T•' � 1 : T ( 7m a , 1• y` \'. : j 4 4 , rd�, • : mot r t, ; y � t"t w.t \. ..:; x �.. q �• i 1 . i f t� ?Tt, r r i n. ". 33 y ` : ',I <". -1 , y ,.A. ' t3 '1, ., �{J (fir( all' r `�r^l t •> ar^ >G, c' 1 `G'�i } g , ,, ! 3 ' ,' :t l • ::''Ar!"':'' '':..ii �yd� =lfat t�`1.. ;: i. ` �q, w+ .. 1 `1.f . ' ), .1,05 {T. tu "1x '"�." ^ .li '6 d.:C N ∎AS J N. 7 ...," ?'.:.•,.:.ti � , . �. 1 ,,, ` K. r . ,,Ir.,,, % kskt , ,.2, , w p ' j +� ^ ' ♦ '• . • tir . * .� P'1 , ..y' 1 4-. 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"F�� 'rs J I �F }h rr w it_ ,tY,{'� : ��{ � ,,• t 7' � }t �♦ •; r '� , ' r ,• t'{' i I ..1 b ,i ,a s.Yw •,7k.'S ' . c..:d. .£`i:si .r d.0 aa:a 9? �.+C':d "•c ' ►, v. 4E a (, � (+ J ,,r , ; I i . 1 • .• 14:\,,t 4a bt', '' ,r �, lJf, i,V, r , µ existing written and oral agreements (including any earnsst moneyt , tii : ' r C' i 1, sL ee'r tt) b' wcon the parties or their.. representatives re troy to ' {t', � '4'"14r 1•{�. • • t.. t"i + i' 'I 0 , the property. `, ii‘ i aZOu7 , 4 r.4' �'�,' ;,. 6.9 k'i �_, Any notice under this contract shall be in " KQ'` � ` _ " +�c . ^�' " -' cr_iti ..g and Rhsll be effective when actually delivered .n person or ' „' • 0 11 f L -a ')E a • 4 ;i.; deposite=d in the United States mail, registered or certified. `it' g r : iro. i 1?i? n cu postage prepaid, addre_ wed to the parties at the address es shown in .i "? 1 .t '; " i ? r;' f � " partscraph 1. 1, or such other address as either party may designate r � , r ,, ti ; r: r r • i, by written notice to the other party.;,' ... (1 .– . — 5.1. Captions. In construing this contract, it is understood NY % a�:n<," -i .. %ie ci ?,1 that the .,all�tr or Purchase` or be more than os person, that if t'�; " ,_ r :,u the cont,/t :,o requires the singular pronoun shall be taken to mean "4 n r�, , � ;[ gl and .include the plural and that generally gram atical changes shall ` „� ' • .i' ,4 ,, ‘" P4. I v t Ji1 be made, assumed and im lied to make the rov.isions or this ; 4 t,a, 6W,../--0 "r •', 11 ;;ontrac:. apply equally to implied or more individuals, corporations or • ° " ▪ ' . { 3, ' , , :: partnerships. 11J.1 captions anal paragraph hoFding; aced in thie . ti zk _,•,,,, �,-y • A�; contract az intended solely for convenience of reference and shall � •� + "A in no way limit any of the provisions of this contract. x' �,1S r� r et i'P t t b� , i " s r .r •.`' DATED this 19 clay of / Litt. _, 1992. • at 4 . ^ 1 ![ � r : 11 11 - r .;� ��.�..� .! �e� Sri. ! ,r � r S, ofiw s.1,-, K 1 , a � ar�ryr t 1 { +'�i WILLIAM V. LUTHER, SELLER t et %!.7i ' I ) ]. /�� ` � 4. , ,,,, ,, 100,• , ::4.41y , ' i t , 9, t ' t .' ij l 0,4 !VA, J' m. ..,r.C,,. • I, +.I r "S� f h" i ` 1 q! , tt \ : Y` „ WINNIE rLU •R, S°1..LE'Z :s �� h5A y' ft4 � L t . { ki :• L.T. DIISCI3, INC., ; &t �'e + A Iii :-4 .1.,.:: 1. J r r t. , arrt 5 F �t` .et'.': 5 if 1`L -_ /'1 I' C't ilit ti za� . ' s irc ,'\' 1 / r 'r. r ti . Y.G. W n.”. / /1 � _ • �. 7 ,3 , Y `a \r v : } § gt_1. L ,I 1 S';',",41. p CHAS L �� �t ` fir r +rse { :: k ' 3 Wj IY 5 a. , t � i , , �� tt. � rJ�l t'•,,, tF � , ' , ?Mid J �' re tt -� , rw TM• ff ? yi b i l ..lJ r n',7 1 I � � �1�� w, t � t }i.�Yw cr ry : ati S t-,,...„,..,-:,„ ' 3 ax 3 ;;`` a: 5�}+' :i ,- , t c,, -, v: .17:F.7 ta -. C t: !C t .N� i i .....,:.,,,,k. I sy , f JL TY O r', 1`by f v ,, , Fijj [� CC : iii i ?-Al'1S Lt -- — _. .. — '_.•C.L OF •:sii .N.: // T a t r•�r rr t• 1 4Ae,l t t:u c.1• x., l , r lN. fir 4. 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I i A ( Jr 1 ,L,,'�`a <j'i L.A, . t.%..),:,...,,,,,...1. •`a S ' l' }1 1. :,, :, J 1 ,-.1" �i S„1',� rr" � :�,Ai' t�� S r�j` Si x ,f1 ^ � A L ; 14 7• `4 `' a A , d t 'G .. 1 . l 4 ' ...,.. �'x .11::f.01 , A� y t , i: , •x• '• , x � t t ' t t, s1.• i * j ,. ` . f,( y .V !Y -M1�1): j i.1 "r k t ,,e.......`41. : 7 , i } ;� / k r ?<c 1 4 }l;∎t i `r' t �3i ^4 J lZ✓ ti ts.,.n r • i y t • X 1 T x y + r. �; '4.4`': r , t t. P i F 7 s a • tKaf' ' . A^s� h*..7: •,W .,.s: ..r,,, ..' .I.... ...... .. .... +. •, • • t t r - • • +,L ; 1". o t . y '' • -1,.. 4 5 r ',A ,, \ 4 � 1 4� _ i - ,-1 �� e.i`tt rtp tow•' 1rr to r `� � �107gR .c: 3 `tr` •t 7 STATE OF jr kn so C ) S'�4 , iir+ � ) 8 0 f: n l✓ . x , SAY x-141.01:1 y .. tK • `�S + } �iAAt+` V • q s. ` ti a Y ��� ttiS�i rv� }*, ) * • S 'r +Y ri s S r f Y� '' 3 ? + f I�� x Count of cJ l 1 x 11z ^- f :4 71 ' ;;', This contract was acknowledged beforo me on the ' t �9 h day of '`�°-'��- ? ; y ''^+ t i n. � t,� • + . STS iE 199 by YILLIAM V. LDTARR and WINNIE LUTHER, a n ` +` +.4 mt'7i I,'4„ ; Seller. i' 1 �t' . t; >)" • K q ; �' t� `V`+ c" .. \ "' AL S C. x . ' N ' ^g , � gq11+ ., ' y }� � OR TS OF A Y ` ,������� ,� �, � '�� • y t t N ° NO ARY PUBLIC FOR T A r•(•C�ncn t �� L -fir, • �' N.:-.1.>. b \ �, � SLl O . fi lY Commission expires : q .2 yy d s�" 4 ' ttnl i �fvas 4 Oft 't � (♦ \ 7 t t� ,' j\ , r P, L; i riil •='" r.. rgitY,,4e, l � r_, STATE OF AAwll/Ye�w+ ) \�' g te'If $ County of 7) Z/11 ,i Ut. as. "tr ,b �� ` Ya ' 4-0 t c' - rl,, ., a it n � „,/,.. v t>t °a; � // ,�� ! / , this _ d ay o �� , 1992, before me appeared � ; zi�'y � °? k 1 '' 4. n . f.^ ' i . ... : 1 e4 + ?.WC.(,,,,1 • Lou t-^� pers'VT' liy knr_ , a11; 'I �,i'l �tr'1`" � . h sing duly sworn, , ti w .,,:. t� '": k ' + t.7 i di say t he/she is the / / and is duly '- +f + : =; ,1 wv ' t 1 authorized to act on behalf o L.P7 DSCII, INC . , the within named Fil " � }.s t ' ` . rpm ; corporation, and that said instrument was sia: -ied and sealed on T. �`t,+ t '1 , behalf of said corporation by authority of its Board of Directors, � a ?r it `f; � l 1 +� t 3" and acknowled ed said instrument to be the free act and deed of t ��jr ', *. l e\ l 1 ',-` a said corporation . 1 ? � A : e i. x ^ �'r., i fd7. Py,i it , •., �•.:; ; r .r , - / ' � ' t s•„ J,�r NOTARY PUBLIC FOR STATE OF OREGON � , : , .:'a t r.,? ''`4'' Hy Commission E ' te �.._... �' Expires 9 r rarra "m'rc °waves %3d j[ }ry y + .. Tr f `. :.o ff .. p. .•y�, "tS K tt.� 4 ,.o- L., 11:5x ,: V5y', st: .4 A' +• i AFTER RECORDING RETURN To: y' re, L.P. Busch Inc. ai it 3 A x� . ;' ` . u ti . ,44 , T 3` L e, 2624 Pacific Ave. Fi 41 �'; ,Zt �� % ; Forest Grove, OR 97116 r � 3 . , r r'��' y " ~„ `'' ~,. ' �1 btA� ft • .. 4 J , A i Z�,t� II '''*11.1": r k . "" �h t , k ,tI °fit + '•• ie>; mo w, '' 4'� , ' LL J I P y�•r itt ° t ' .� t E ti � 4. � fi • ''* � y • ' t � , ) , r • a 1 , 1,..1. a Y e1 iM • it . ""c PAGE 10 - CONTR O SALE , hit • j ' bit r 'N C ii t` %. ...N: , nu c-beol ,.wrc.'.•,I.os a � 1.1;\ 7 yy`K, r y a ;a : 3 'f .. � \, S , x y '' VIA. � Y , I.+k�i t :: ' ,1 Y 1 �Y...�`s rt�t��, ,,yy,pp 4 ` t ; , nx s . 'tx, a'? \ 1 A .�, itzr➢.d l t , `, 4•i -,... y ,,,r ' T t L R 7` 1'''1,1,.. f t-' _ Y• t• Y Y 1 V � I.r t p t ror ' 3 1 x ".. 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VC^ i Page No. 5 �l ti °lt � 4 r w x 4 p DESCRIPTION �,4�Y ", Yl..r. • • ;" The fo llowing described real property situated in the County of Washington. i,�� r y Sa r4 t ' `Y . 6 � : 4Y v., 4 jS_i t i �n1 e ; t $• 8t � State or Oregon, to-wit: � '' g • p3 � g ni w ,iq { �`,.z ,s; ,s" k ° 4 j 5 ; BEC`t:1 ^NG at the intersection of the Easterly boundary lice o P acific }4ignaaq i» j O D'`3 C •i ' ��{{ J West and the North boundary line of S.W. McDonald Road; thence North 34 °21'40 ) �' i1`+�4It :A."-V,'1'; ! "' "' 1 ' % East along said Easterly boundary line, 145.00 feet to the true oint of a ` j '1 aq `t�' t "k1'� ^M1 beginning of the herein described property; thence South 34 °21'40" West along r- 34�rz�;�,r.',;5t`r �t said Easterly boundary line. 145.00 feet to a point on the Y.o_th line of. said ;, o A .,1-71, � ��� r ,`:, S.W. McDonald Raad; thence North 89 °28'50" West along said North line, 160.00 n;l, +t, ! iNT,'r 4 : a t: 1' 't feet to a point; thence North 1 °06' East 12.0.44 feet parallel. with the East C' rs�,1r L ;twrS; y"� b �t er� t`, \ line of Section 3, Township 2 South, Range 1 West, Wi11a ^tette Meridian. to a ;;. , . a ; r point that is South 89°28'50" East of the true point of beginning; thence North ; Z 1 o� t .', CD .(.f, ;.":" M � . 89'28'50" West 80.47 feet to the true point of beginning. all in Section 3, � a 1V + �� ,? -*. Township 2 South. Range 1 West. Willamette Meridian. Washington County. Oregon. ' rw ' t 4 • e t 1 „ . ' 3 1; : ttrWS r t; fh.Ibii.t i ? r„ EXCEPTING TF11 REFROM that portion acquired by the State of Oregon. by and t p +. , % j : Et M, .;: through its Department of Transportation in that certain Final Judgment entered ?t, .') . '% 14� r�`q^ A pr il 28, 1980, in the Circuit Court of State of Oregon. Cao't 438 -812 for dr;bf t ; t . � • { Y L C} t qq � ! 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' 4 : r, r, '7 . {r3 A' ' C W' e .ex to nil' 'y tx+ 'v =•' t `+ t o t 'M: d t 'S` r s a a t" '' t! 'a' .� i a 1 " !. ♦ v s . � ;"rR+. .'�� c ✓? + t� • i" � E j + rD#: 1 n•)y , �'') • � :� V'. `, { A l i ' 1�r K Sy � t lr l ' , t n`N7 y7 % . s .4-: 2,l,lu. { . +t a ' 7 � >•:: y •. 7.b�.! / +� '• ,.• � 3 , . ..,.; '? ... , r. ` • 3 • J 1.. � �.�. N_. +��- :�i v7'�•I 1...., .:�. .? . �' • I ..: : . r. ... c. • ,•,, • ,. - ,1 , 1 s'�'z., ,;� .t F c r .. .i.+,,. 4 7 • • L •v • K ♦ 1' i ; t n figitit ,, , I z , � � ` ��� i ate. �: , ,' P£�S�NAL__GLtAR .... 0 ' TEAL ES TATE C O NTRACT' T c � ° , \`•1',, % t t, . . , ' r • 1 t�V� Ronald G. Cain and Eldon Cain ("Guarantors") in consideration � �''' >�•�x•; �;. ;1"i'r� ytu • v o William V. Luther's and Wi.nnie Luther's ( "Sellers ") agreement )iy y,, ' � ( r ,r'j • 1 r a y . ,r; r, :;vst, , ` s ) t ; • to sell to L.P. Busch, Inc. ( Purchaser ") that certain rea * ,A . • :.;� r.,� {+ property and improvements via the Real Estate Contract attached . - :4 ��' 'f 4.g hereto as Exhibit "A ", do hereby jointly and severally covenant ..#47-e.41,.:1 ',t 1 • i'r . e , with the Sellers that if default shall at any time be made b�' the r �;C,a3` ' "1,7 ta�i `l ,•ti Purchaser in the payment of the purchase rice or in the , y � ^ ,�t , . a performance of any other covenants or promises of the Purchaser :•rarv. ;T, ,. t .1.- ,,,,,.. 4 contained in the Real Estate Contract, t Guarantors shall pay to �; .i ' rr i , i, s: • ( ttr ; :1 4 t•}: Sellers such purchase rice and an damages and will perform a ; ;; x;ets'.r �s -Z i P P Y g r 3,� r A i' t an other obligations that may arise as a consequence of any ),.,,�t:r L " ' `i default by the Purchaser, upon receipt of written notice of such to 4? -' **4 , ,,,re default by Sellers. This guaranty shall be a continuing guaranty "' 1 r , 4 • ;`,� o t and the liability of the Guarantors shall i n no way be affected or 4 ", ff* � r y '{?; diminished by ieseen of any extonaion of time to perform that may t: ,.r ;'irl ' , 1 �!') ` G�tjtl " :;sty?: be granted by the Sellers to the Purchaser. ,, . 1 "C' y, „.+avEih l t }�3)1 `�Tr f )T 1R.2 1 ,t , t is a t 1 r<* 111 G�' x ti ) '•ft v Da ted th is Z 3R d ay of ,Dete.-Ioc.� �, 199L. �`ij • t1�� "p'4 "'•Ui k ,r jt• .Y .:Y .1+ 1 t Jt' ♦ S + , t)f 1 G �'�' cttTr I i r r , • .r.3 1 +s r t yrt > y � ff .. iI y • :" • Ru ' aid G G. ain, uarantor S , } ' r r y ` �� �r . I � Y t i: 'y t< /� d. l.t . Z tr .i T a r Fyd 1, ,� a t Dated this 2,; to day of 7y c 1 99 I a . •� , .: . 44 v„ - , .. 1 a� y /�i�+� /1� I�JI �. / ) .`ar ti v V +r h. a ` l •' Yil:(.l.iy �`!! -, .. / 'S:4” , .. • Ili Y) er . . A iy `!1...`4!x' . . .. la N�1�4`il')t ,,-. C rag 1� y Eldon Cain, uarantor i. 41 F.:101•4 STATE CF OREGON W'- t t ,i ,.1 .+1...4..., fi t County of Wallington SS . N 1 3 , , I, y R. Hans., . ' ,� .r Assessmo i.'1,Si %�' v ` s �r,� h �� ..3,-,. and Taxation . .. • 1 ` r+ r1`: x q� ` rder of tAn- M e s�, r + veyances Jerr f r�• q c tYpkt'p of by certify nt ' 4 'i � r 1 ; . � Wit, • that the a'e 1 tpTt:ni„ 'ling was J 7: ?�K F + ,t , • fi received •' r� •{ Ok Qf orris o1 ..41: ",'� w ^ 3 t4 i ,s sbi s aid co W , ,P?: - R.t. -4 x e, +4,...:,,.;;;;:r0.1,-,,.+...,, at , 1 1 t j I t, 4' r , • �r.3. r� 1tfp YYjj for of '�� 1'. -Jg," . .4 rs ` . i;: �i ''' 9 Of"` .,...1,78,-,,,1 .;te' Yti i;i Z.1...0 � h .'.ae6.>s F l 9 •� � !y � COiI �••_�` `S r Jet' :1 '�r`rQ`' 3''..7 '�� ,,, r1 i� {�M1 " r, �2 i y„ ', `, ,' ' F i 2 t:r: ko"ktt Y }. S:t t 1• Y C .t Doi 92080857 ''''W f� r� i• o t, �4 %. 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'., ) Y), a._.0 NIL t ii • 122 S.E. 27th Ianni ng/Design Portland, Oregon 97214 u } Group Phone: (503) 236 -6000 Fax: (503) 232 -2357 LETTER OF TRANSMITTAL TO: if / I t - 7a/1 rl-e4 DATE: /x/2144 L i JOB #: 6 93- C( ANIII /JI RE: I .IIMM 'a .,K.a; ,- - et E . 1 z-3 •4. r. et fl y✓ . 1 • t o : �� MBE . gt 7 Mgt( P(sz. -4 -pp We are sending you: Attached Under separ cover via the following items: Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order COPIES DATE No. / DESCRIP ^ ON / . / /( /'Xi/9 (1r/ < "�`�`C� A7 - h t ...<-0,1 I ;,,o "I; 14 l�t'( s / rs.., / llr 1 Pi"f ; r -e « L) , t n7 fYn5 These items are transmitted as checked below: For approval Approved as submitted Resubmit copies for approval /For your use Approved as noted Submit _ copies for distribution J AS requested Returned for corrections Return corrected prints For review and comment For Bids Due • Prints returned after loan to us. REMARKS: A S 1- e S - 4 - 7 -, .e.— 4 ; 4A-v; a rea ; :S , ,�c - ` (A.)1-14; ,-N z-- , t ,w-e_ , t ...d.„ • - 1 , c , ( p-c.st !tAX Z COPY TO: r -� SIGNED i • • -- Name of applicant han -a /pD6 Subject Property: Tax Map and Lot # IS l 3 A 13 — / 2 - 00 Address or General Location / 3 970 3 w f - r/G 71 AFFIDAVIT OF POSTING NOTICE I, /) 04.1 8, do affirm that 1 am (represent the party initiating interest in a p o s ,.-C—c./V L 5+aft affecting the land located at (3 y Sc ) Pccu - Fi , and did on the 36 / day of �0 Vey , 19 persona post notice indicating that the site may be proposed for a ( ; ) " 4 i /Z U. e 14r1ry0,4 O . application, and the time, date and place of a neighborhood meeting to discuss the proposal. �' The sign was posted at . 5-0 34 ' 4 v'Ai i "K' of'4e/ ft �e,� (state location on property) `�y • ( p operty) / This 304 day of / ex- , 19 �� _/ Signature Subscribed and swom to, affirmed, before me this 20 day of 19 .__2?Ze_, ---.:.--.-7.----.-_-. . i2P, OFFICIAL SEAL r r ; Notary Public for the State of Or � :- DEBORAH L WALL ' Vi C. UC. NOTARY PUBOREOON 1 My Commission Expires: ay P1 f COMMISSION NO. 0340113 r ( MY COMMISSION EXPIRES APR, 24, INS WITHIN SEVEN (7) CALENDAR DAYS OF THE SIGN POSTING, RETURN THIS AFFIDAVIT TO: City of Tigard Planning Division 13125 SW Hall Blvd. Tigard, OR 97223 b ljoAposrnoLcrt • • • AFFIDAVIT OF MAILING - STATE OF OREGON ) ) SS CITY OF TIGARD ) 1, Gh Lta.- being duty swom, depose and say that on AJOIAm-y 3 , 19 / , I caused to have mailed to each of the persons on the aV a notice of a meeting to discuss a proposed development at / 3570 _at) PcZCW G j a copy of which so mailed is attached hereto and made a part o ereo . I further state that said notices were enclosed in envelopes plainly addressed to said p rsons 9ind were deposited on the date indicated above in the United States Post Office at Ate 6 )( - 4 :1 - 6 rrutr .5e with postage prepaid thereon. Signature 1 Subscribed and sworn to before me this day of / 1 9 . .. OFFIC :`:>' SEAM 4 ^' • _- DEBORAH 1. McFALL vv ' �ilJi. �� . �- '� NOTARY PUSUC-OREGON Notary Public COMMISSION NO.034083 � � MY COMMISSION EXPIRES APR. 24, 1998 My Commission Expires: ��� �i'/7� • h: \Iogin\jo \affmail.cit • • Harry & Judith Jeffery Prudence M. Miller Yang -Jun Shin 13975 SW Pacific Hwy Ste A 4220 SW Greenleaf Dr. 422 Railway St. Tigard, OR 97223 Portland, OR 97221 Vancouver, BC V6A 1B1 CANADA Aldo Rossi Union Oil Co 13935 SW Pacific Hwy. Attn: Property Tax Div. Tigard, OR 97223 P.O. Box 7600 Los Angeles, CA 90051 Interland Inv. Corp Crow Family Properties Spectrum Devel. Corp 7205 SW East Lake Ct. 11552 SW Lester Rd. 9220 SW Barbur Blvd #104 Wilsonville, OR 97070 Portland, OR 97219 Portland, OR 97219 Beverly Ent. Tigard Care Ctr. Terry W. Emmert Charles & Florence Lower 1560 broadway Ste. #730 11811 SE Hwy212 65 East 26th St. Denver, CO 80202 Clackamas, OR 97015 Upland, CA 91786 Ms. Sue Carver klarriet & Espinosa Skei Lee & Donna Ohanesian 10155 SW Hoodview Dr. 8963 SW Leslie St. 12292 SW Morning Hill Dr. Tigard, OR 97224 Portland, OR 97223 Tigard, OR 97223 Ila Kendler 14040 SW 105th #B Tigard, OR 97224 I s . III III CITY OF TIGARD • • PRE - APPLICATION CONFERENCE NOTES -`` II NONN- RESIDENTIAL DEVELOPMENT DATE: 1 T DATE: 7V lv 7 1 1 t 9 STAFF: WY Mei APPLICANT: AGENT: V 6 , M no/ Phone: Phone: V3H " CoOQO PROPERTY LOCATION: . Address: Tax Map & Tax Lot: o7 S / 32)73 - /4 • NECESSARY APPLICATIONS (; : ` 7/ Ter, I)F. Vela PME /7 ,ZF. U /L�' J d i A/b1 io C, ( F..we cal) ' sTfiet, PROPOSAL DESCRIPTION: 2)t MC? F.X!57 /A✓6 C'9 57,4- r /d/✓, ega Bo ( l.2) NE u) 57.47/9 Al i / &oo ,/IJ/i - M•4fz7 . COMPREHENSIVE PLAN DESIGNATION: C `" er ZONING DESIGNATION: r .- o CITIZEN INVOLVEMENT TEAM SSI2al CHAIRPERSON: ` ? ;!, 1 /TEJ/ PHONE: 4 R et - et Dl,8 �j ZONING DISTRICT DIMENSIONAL REQUIRE NTS Minimum lot size: e/[/1e sq. ft. Minimum lot width: r ft.. . Setbacks: front 1 ' "� ft. side ft. rear ft. garage ft. corner ft. from street. Maximum site coverage: $ 5 % Minimum landscaped or natural vegetation area: /5 t Maximum building height: '15 ft. ADDITIONAL LOT DIMENSIONAL REQU i x n i m lot frontage: 25 f unless lot is created through the. minor land partition process. Lot created as part of a partition must have a i m n i mum of ' 15 feet o rontage or have a minimum 15 foot wide access easement. • Maximum lot depth to ykth ratio of 2.5 to 1. �_• SPECIAL SETBACKS Streets: ' So ft. from centerline of ?4/) F /G . Established areas: ft. from Lower intensity zones: - ft., • along_ the site's - boundary BUILDING HEZGHT PRaVISICHS • Building Height Exceptions. (code Section 18.98.020): Buildings' located in :. a non - residential zone may be built to • a :height ..of -75: feet provided :. - . • 1. A maximum FAR (building :floor' area to •site area ratio) of 1.5 . • to 1 will exist ; = - . 0 1—• * -_ 2. All actual • building • setbacks will - be _• at least 1/2 the .. building's height; and : = := - _:- . • - - 3. The structure will not abut a residential zone district. - •.• Page 1 . • 4110 • NO' C is ?�� � PARKING AND ACCESS 1414'7 , ; WO � • q 5 pgt5. h1 Required parking for this type of use: ! s6c i fC6- 5`i.47Zr& , '1E Fox /7 Eztdn� VCM ic(G s ' 75 et,/ &IDn A� t-- --�7 No more than 25% of required spaces may be designated and /or dimensioned as compact spaces. Parking stalls shall be dimensioned as follows: 9PU/1 - Standard parking space dimensions: 9 ft. X 18 ft. - Compact parking space dimensions: 8.5 ft. X 15 ft. --� Disabled 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 symbol shall be painted on the parking space surface and an appropriate sign shall be posted. Bicycle racks are required for civic, non- residential, commercial and industrial developments which p ide 15 or more parking ces. Bicycle racks shall be located in ar s protected from automo a traffic and in convenient locations. B cle parking spaces sha be provided on the basis of one space for ery 15 vehicular parkin spaces. All driveways and parking areas, except for some fleet storage areas, must be paved. 3 C fl�� uJ 1b7)/ loor Drive -in use queuing areas: Minimum number of accesses: n? �7�VC =/� w/GV R�� ,eR 3 (,1 Minimum access width: 24 feet Maximum access width: 4:4 -Last • RD -30 In Pedestrian access must be provided between building entrances and parking i to -ty areas, outdoor common areas, and public sidewalks and streets. A minimum of one tree for every seven parking spaces must be planted in ..�� and around all parking areas in order to provide a vegetative canopy f 7)2v effect. Landscaped parking areas shall include special design features which effectively screen the marking lot areas from view. These design features may include the use of landscaped berms, decorative walls, and raised planters. For detailed information on design requirements for parking areas and accesses, see Development Code Chapters 18.100, 18.106 and 18.108. CLEAR VISION AREA The City requires that clear vision areas be maintained between three and eight feet in height at road/ driveway, road/railroad, and road/road - intersections. The size of the required clear vision area depends upon the abutting street's functional classification. 3° 3b 3d 3 Page 2 • • BUFFERING AND SCREENING In order to increase privacy and to either reduce or eliminate adverse noise or visual impacts between adjacent developments, especially between different land uses, the City requires landscaped buffer areas along certain site perimeters. Required buffer areas are described by the Code in terms of width. Buffer areas must be occupied by a mixture of deciduous and evergreen trees and shrubs and must also achieve a balance between vertical and horizontal plantings. Site obscuring screens or _ fences may also be required; these are often advisable even if not required by the Code. The required buffer areas may only be occupied by vegetation, fences, utilities, and walkways. Additional information on required buffer area materials and sizes may be found in Code Chapter 18.100. The required buffer widths which are applicable to your proposal area: ft. along north boundary ft. along east boundary ft. along south boundary ft. along west boundary In addition, sight obscuring screening is required along 71215 ii � 1■) C.1t,Sc) gG STREET TREES Street trees are required for all developments fronting on a public or private street as well as driveways which are more than 100 feet in • length. Street trees must be placed either within the public right -of -way or on private property within six feet of the right - of-way boundary. Street trees must have a minimum caliper of at least two inches when measured four feet above grade. Street trees should be spaced 20 to 40 • feet apart depending on the branching width of the tree at maturity. Further information on regulations affecting street trees may be obtained from the Planning Division. SIGNS Sign permits must be obtained prior to installation of any sign in the City of Tigard. A 'Guidelines for Sign Permits handout is available upon request. Additional sign area or height beyond Code standards may be permitted if the sign proposal is reviewed as part of a development review )application. Alternatively, a Sign code Exception application may be filed for review before 'the Hearings Officer. • SENSITIVE LANDS . '• .. .. . Code Chapter 18.84 provides regulations. for *lends which are potentially . unsuitable for development due to areas within the 100 -year floodplain, natural drainageways,.wet.and areas, on elopes in excess of 25 percent,•. or on unstable ground. -Staff will attempt to . preliminarily narily ::.identify •- : sensitive lands areas at the pre - application conference based on ,available •. • • information. HOWEVER,: =the responsibility to precisely identify sensitive •- ; ?; lands areas, and their boundaries, is the responsibility of the applicant:.' Areas meeting the definitions of sensitive lands must be clearly indicated ;t on plans submitted with the development application." • Page 3 • • Chapter 18.84 also provides regulations for the use, protection, or modification of sensitive lands areas. In most cases, dedication of 100 - year floodplain areas to the City for park and open space areas is required as a condition of the approval of a development application. • ADDITIONAL CONCERNS OR COMMENTS QI • i E6? . 00-5176,- Vei-j CI6 S -rhezt N6- ARC. . Pea) 75 136r.ocF_'N Cvg3 L YT A-n'D REAteC -- 7 9v�-�►1�, • `D 10 A gKW,Rit Cn N N E L_"C tcfN "R9 ` t�A[' 1 F. LL ri74 f 7 / 75 C.cM pWIrtc w► T'f 01. iijact F c T,v w 4. 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 at the Community Development Department counter at City Hall. PLEASE NOTE: Applications submitted by mail or dropped off at the counter without Planning Division acceptance may be returned. Applications submitted after 4:30 P.H. on Thursday will be batched for processing with the following week's applications. Applications will NOT be accepted after 3:00 P.H. on Fridays or 4:30 on other days. 'Maps submitted with an application shall be folded IN ADVANCE to 8.5 by 11 inches. One 8.5 inch by 11 inch map of a proposed project should be submitted for attachment to the staff report or administrative i strative decision. Application with unfolded maps shall not be accepted. The Planning Division and Engineering Division will preform a preliminary review of the application and-will determine whether an application is complete within 10 days of the counter submittal. Staff will notify an applicant if additional information or additional copies of the submitted materials are needed. The administrative decision or public hearing will typically occur approximately 45 to 60. days after . an application . is accepted as being complete by the Planning Division. applications involving. difficult or protracted issues or requiring review by other jurisdictions may take . additional time to review. - .Written recommendations from the Planning staff are issued seven (7) days prior to the public hearing: - A'10 day - pablic. appeal period follroWs all .land ype decisions.. An appeal on this. • natter would be heard by the r i C .i Arl ! s f /04/ . • A basic flow chart which illustrates the review * cowa is available from. the Planning Division upon request: -' ileC65S ONTO ,S'ct) Page 4 I P!L Ht Cy fl Y OVO fI FPRe I/if t g C J g /06060 C10 5 & xc7 0 �s 44 ` e 4623 �f �- 'p I �9r rye ,di4 lySL�S c� S/251°5- ° CoC�Tron/ • of DE (GP 402/7 ePtrE G «, 7 - 47 ' _ FT/' • • Q 6 F/A RE C rT 1-1 q b 5 c n t'rr ` c ` LI TFA FF1c 5 7i)bi D 15Cu55 No - Cow STJqTc)S, t F /JC 8 /e, , • • This pre - application conference and the notes of the conference are intended to inform the prospective applicant of the primary Community Development Code requirements applicable to the potential development of a particular site and to allow the City staff and prospective applicant to discuss the opportunities and constraints affecting development of the site. The conference and notes cannot cover all Code requirements and aspects of good site planning that should apply to the development of your site plan. Failure of the staff to provide information required by the Code shall not constitute a waiver of the applicable standards or requirements. It is recommended that a prospective applicant either obtain and read the Community Development Code or ask any questions of City staff relative to Code requirements prior to submitting an application. Another pre - application conference is required if an application is to be submitted more than six months after this pre - application conference, unless the second conference is deemed. unnecessary by the Planning Division. PREPARED BY: l ) bal PLANNING DIVISION PHONE: 639 -4171 • • • • Page 5 • • • • • PIIBLIC FACILITIES The purpose of the pre - application conference is to: (1) Identify applicable Comprehensive Plan policies and ordinance provisions; (2) To provide City staff an opportunity to comment on specific concerns; and (3) To review the Land Use Application review process with the applicant and to identify who the final decision making authority shall be for the application. • The extent of necessary public improvements and dedications which shall be required of the applicant will be recommended by City staff and subject to approval by the appropriate authority. There will be no final recommendation to the decision making authority on behalf of the City staff until all concerned commenting agencies, City staff and the public have had an opportunity to review and comment on the application. The following comments are a projection of public improvement related requirements that may be required as a condition of development approval for your proposed project. 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: YI 'Y j,, /�Ap�» 6)(.. �i eft, 77 C5;93.449- P4 + m 4 to // 4 / feet / from centerline. OA/ 2. to feet from centerline. / 4 0 ., 3. to feet from centerline. • Street improvements: Se 1. A/ street improvements will be necessary along Rfe.- !'TW" 2. street improvements will be necessary along 3. Street improvements shall include . feet of pavement from centerline, plus the installation of curb and gutters, storm sewers, underground placement of utility wires (a fee may be collected if determined appropriate by the Engineering Department), a five -foot wide sidewalk (sidewalks may be required to be wider on. arterials or major collector streets, or in the Central Business District), ne street signs, streetlights, and a two year streetlighting fee. In some cases, where street improvements or other necessary public improvements are not currently practical, the street' improvements maybe . 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 foamed to improve: 1. 2. 7 # 4 4 7/2 /3'6r 1113*Wilt5 Pa e 6 ,t 'r G� �i` ? l8/ ��t4t1/4 • • • . �(cu55 cD A D DoT n€e ` //n/lrove Gr(Y riuttv5 l f W a) �a \ ��aY 51-01u p 1 re orf s`ia aa�ess SIGue 0-2 • • Pedestrianways /bikeways: Sanitary Sewers: The nearest sanitary sewer line to this py is a(n) ef3' inch line which is located in A:90 / The proposed development must be connected to a sanitary sewer. It is the developer's responsibility to extend the sewer along the proposed development site's /J'1 //c 4i,t[.6 Water Supply: The Tigard Water met (Phone: 639 -1554) or the Tua ��- 511) provides public water service in the area of this site. The District should be contacted for information regarding water supply for your proposed development. Fire Protection: Tualatin Valley Fire and Rescue District (Contact: Gene Birchill, ) provides fire protection services within the City of Tigard. The District should be contacted for information regarding the adequacy of circulation systems, the need for fire hydrants, or other questions related to fire protection. Other Agency Permits: Storm sewer improvements: STORHWATER QUALITY FEES The Unified Sewerage Agency has established, and the City has agreed to enforce, Resolution No. 90-43 Surface Water Management Regulations which requires the construction of on -site water quality facilities. At the discretion of . the City, the applicant may be offered an opportunity to pay a fee in lieu of the construction of such a facility. The resolution requires the construction of a water quality facility and/or the payment of a fee. The fee shall be based upon the amount of impervious surface; for every 2,640 square feet, or portion thereof, the fee shall be $285.00. The City of Tigard shall determine if a fee may be paid or a facility shall be constructed. FAY Fel* TRAFFIC IMPACT FSSS 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 - prro jected 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 the of bail limited circumstances, din permit issuance. -. In - • payment of the - TIP may be.alloWed to be deferred until the issuance of an occupancy permit: .Deferral of the payment until occupancy is permissible only when the TIF is greater than $5,000.00. - Ar - 0 �PGI�A-f ��- 7P '2/ 4t evc.a ti .404 Page 7 • • STREET OPENING PERMIT No work shall be preformed within a public right -of -way, or shall commence, until the applicant has obtained a street opening permit from the Engineering Department. FINISHED FLOOR ELEVATIONS All projects that require a grading plan also require that the applicant shall submit a typical floor plan for each lot. This floor plan shall indicate the elevations of the four corners of that plan along with elevations at the corner of each lot. PREPARED B . ENGINEERING DIVISION PHONE: 639 -4171 . l . i RP:preapnon Page 8 . • f oPO�EA e _ oP 140 + o ‘gs STATi0 P4cj L S. ' Do9A rd . -2 a_ r600 zloot, -.nil ),iped.4 itemi 611L11-4- :("1 4 64 '" 4 77 /nett 4 1_,L iu4Allzet /.)r A/) a - r- 7 /7/ 4/ • • • • Staff Wr) Date "7 -7 `9� CITY OF TIGARO COMMUNITY DEVELOPMENT DEPARTMENT APPLICATION CHECKLIST The items on the checklist below are required for the successful completion of your application submission requirements. This checklist identifies what is required to be submitted with your application. This sheet MUST be brought and submitted with all other materials at the time you submit your ' application. See your application for further explanation of these items or call Planning at 639 -4171. ITEMS TO BE BASIC MATERIALS INCLUDED: A) Application for (1 copy) [✓f 8) Owner's signature/written authorization [/f C) Title transfer instrument [.-j 0) Assessor's map E) Plot or site plan [r]' F) Applicant's statement ( - e •- [ (H) Filing fee ($ SEE Fac SCr )lL, [ -- SPECIFIC MATERIALS �1 A) . Site Information showing (No. of copies )q ): [ 3 1) Vicinity Map _ [✓}' 2) Site size & dimensions [4 3) Contour lines (2 ft at 0-10% or 5 ft for grades > 10%) [y}- 4) Drainage patterns, courses, and ponds [ 3 5) Locations of natural hazard areas including: a) Floodplain areas [ } b) Slopes in excess of 25% [ } c) Unstable ground [ } d) Areas with high seasonal water table [ 3 e) Areas with severe soil erosion potential [ 3 f) Areas having severely weak foundation soils [ 3 6) Location of resource areas as shown on the Comprehensive • • Map inventory including: • a) Wildlife habitats [ } b) Wetlands [ 3 • 7) Other site features: a) Rock outcroppings [ 3 b) Trees with 6" + caliper measured 4 feet . from ground level _. .. [ 3 • - 8) Location of existing and their uses •. • • [v]'''. 9) Location and type-of on and off -site noise sources [� • 10) Location of existing utilities and easements. . (-fi ••.• 11) Location of existing dedicated right- of- ways • - • 8) Site Development Plan" showing (No:" of copies ) : [ 1) The proposed: and :surrounding properties . [� , • • 2) Contour line intervals : = -- • . [.H Y 3) The location, dimensions and names of a) Existing platted streets & other public ways and easements on.the site and on adjoining • [✓J • properties . - • APPLICATION CHECKLIST — Page 1 b) Proposed streets or other public ways & easements on the site. (.1 c) Alternative routes of dead end or proposed streets that require future extension [ ] 4) The location and dimension of: a) Entrances and exits on the site b) Parking and circulation areas [r.] c) Loading and services areas [vj d) Pedestrian and bicycle circulation [..] e) Outdoor common areas, [ ] f) Above ground utilities [✓f 5) The location, dimensions & setback distances of all: a) Existing permanent structures, improvements, utilities and easements which are located on the site and on adjacent property within 25 feet of the site [ vr b) Proposed structures, improvements, utilities and easements on the site [v] 6) Storm drainage facilities and analysis of downstream conditions 1 ] 7) Sanitary sewer facilities [ �J' 8) The location of areas to be landscaped [..}- 9) The location and type of outdoor lighting considering crime prevention techniques [ ] 10) The location of mailboxes [ ] • 11) The location of all structures and their orientation D.3— 12) Existing or proposed .sewer reimbursement agreements [ ] C) Grading Plan (No. of copies ) [ ] The site development plan s •11 include a grading plan at the same scale as the. site analysis drawings and shall contain the following inf•rmation: • 1) The location and ex ent to which grading will take place indicating •eneral contour lines, slope ratios and soil stabili.•tion proposals, and time of year it is proposed .• be done. [ ] 2) A statement f ••• a registered engineer supported by data factual s.bstantiating: a) Subsurfac- exploration and geotechnical engine ng report • [ ] - I b) The vali•ity of sanitary sewer and storm drai - service proposals . - ] c) That al problems will be mitigated and how ..•y will be mitigated 1 [ ] 0) Architectural Drawings (No. _.of copies • Cp )• [ ] • The site development plan proposal shall :include: • 1) • Floor plans indicating the square footage-of all • structures proposed :for. use . on —site; and : . . • . • : [. ] 2) - ,Typical elevation drawings of each structure. • . - ., • • E) landscape Pla (No o f copies— - • ) :: .. __. [ ] The landscape plan : shall be drawn at the'_ same scale of : >> =:. site analysis plan or a larger scale if necessary and - shall - _ - . =_ indicate: - 1) Description of the irrigation system where applicable (--I" 2) Location and height of fences, buffers and screenings [ ] • • APPLICATIONU CHECKLIST — Page 2 • • - . • . . • 3) Location of terraces, decks, shelters, play areas and common open spaces ( ] 4) Location, type, size and species of existing and proposed plant materials. [s. -- The landscape plan shall include a narrative which addresses: 1) Soil conditions. [ ] 2) Erosion control measures that will be used. [ ] F). Si Drawings Sign drawings shall be submitt in accordance with Chapter 18.114 of the Code as part Site Development Review or prior to obtaining a Bui ng Permit to construct the sign. [ ] G) Traffic generation estimate [ ] H) Prelimina •.rtition or lot .ine ad'ustment ma. showi - (No. of Copies ): 1) The owner of the subje t parcel [.] 2) The owner's authoriz• agent [ ] 3) The map scale, (20, ',100 or 200 feet -l), inch north arrow and date [ ] 4) Description of par •1 location and boundaries [ ] 5) Location, width a names of streets,. easements and other public way within and adjacent to the parcel [ ] 6) Location of all •- rmanent buildings on and within 25 feet of all .roperty lines [ ] 7) Location and wi..th of all water courses [ ] 8) Location of any trees with or greater caliper at 4 feet above :round level ( ] 9) All slopes gr.ter than 25% [ ] 10) Location of e isting utilities and utility easements [ ] 11) For major 1. • partition which creates a public street: a) The pro • • sed right—of—way location and width [ ] b) A scal :• cross— section of the proposed street plus : y reserve strip [ ] 12) Any appli ..le deed restrictions [ ] 13) Evidence t land partition will not preclude efficien• future land division where applicable [ 3 I) Subdivision Prelimina .Plat and data showi •(No. of Copies' ): 1) Scale equaling 30,50,1.. or 200 feet to the inch • and limited to one •.•se per sheet [ 3 2) The proposed name .of - subdivision •[ 3 . 3) Vicinity map showi • property's relationship to arterial and coil• tor streets - [ ] • 4) Names,' addresses - ...telephone .numbers of the owner developer, engi ••r, surveyer, as applicable[ ] 5) Date of applicat • [ 3 6) Boundary. lines • - tract;to be• subdivided [ ] • 7) Names of adjac, t:subdivision.or.naiaes of recorded • . owners of adj . ining parcels of_ unsubdivided land = ( ] • 8) Contour lines related. to =a City established mark at 2 —f , • t intervals for. 0-10% grades greater than 10% - • [ ] • APPLICATION CHECKLIST — Page 3 111/ • 9) The purpose, location, type and size of all of the following (within . • adjacent to the proposed subdivision): = [ ] a) Public and pr. right -of -ways and easements [ 1 b) Public and p ivate sanitary and storm sewer lines [ ] c) Domestic water mains including fire hydrants [ ] d) Major power elephone transmission lines ' (50,000 vo is or greater) [ ] e) Watercours_s 1 ] f) Deed rese ations for parks, open space, pathways • and other land encumbrances [ ] 10) Approximate pl. and profiles of proposed sanitary and - storm sewers ith grades and pipe sizes indicated [ 1 11) Plan of the p .posed water distribution system, showing pipe sizes and the location of valves and fire hydrant . 1 1 12) Approximate c•nterline profiles showing the finished grade of all streets including street extensions for a reasonable..istance beyond the limits of the proposed subdivision [ 1 . 13) Scaled cross sections of proposed street right -of -way; [ ] 14) The location of all areas subject to inundation or storm water overflow _ [ 1 15) Location, with and direction of flow of all water- courses . • drainage ways [ ] 16) The propos. lot configurations, approx mate lot . dimensions . • lot numbers. Where lots are to be • used for • rposes other than residential, it shall be indicated u..n such lots [ 1 • 17) The location of all trees with a diameter 6 inches or greater mea.ured at 4 feet above ground level, and the locatio of proposed tree plantings, if any [ ] 18) The existing uses the property, including the • location of all structures and the present uses of the structu •s, and a statement of which structures are to rema n after platting [ 1 19) Supplemental information including: a) Propos•. deed restrictions (if any) [ ] b) Proof o" property ownership [ ] c) A propos•. plan for provision of subdivision improve • nts • [ 3 • 20) Existing natu .1 features including rock out - . croppings, -•tlands and marsh areas. - [ ] - . 21) If any of the foregoing information cannot practicably be shown on ' e preliminary plat, it shall be _ incorporated into a narrative and submitted with the application. : - . ] 7) Other Informatio •' •• -- - - [ ] • 0 • 50.! � ^- G �,0.ka�i1,5 . (2362P/OO28P) • APPLICATION CHECKLIST - Page 4 • • • • EXHIBIT 'A' . APPEALS Director's Decision to Planning Commission . _ $235.00 . costs Planning Coamaissioa/Hearings Off_ to Council _ $315.00 + transcript BLASTING PERMITS $125.00 E PLAN PROCESSING (--5)CONDITIONAL COMPR IV Text oaly, Map only, or both $675.00 USE PROCESSING Conditional Use Review $365.00 FLEXIBLE SETBACK STANDARDS :'.00 HISTORIC OVERLAY DISTRICT $ 80.00 • HOME OCCUPATION 8E-Q i ne. –.it $ 50_ - trait ReAecril $ 10.00fyear -r i'i INTERPRETATION OF COMMUNITY DEVELOPMENT T CODE - . . - $ 55-00 by Community Development Department EJ.ND PARTITION Residential and icon- residential $235.00 LOT LINE ADJUSTMENT $50 00 . PLANNED DEVELOPMENT PROCESSING Conceptual and detailed plan review $500.00 SENSITIVE LANDS Flood plain $520.00 Wetlands /Steep slopes /Drainageway $235.00 - . SIGN CODE EXCEPTIONS $230.00 SIGN PERMIT 0 -24 sq. ft. $ 10.00 . 24 -100 sq. ft. $ 25.00 . 100 + sq. ft $ 35.00 Temporary signs $ 10.00 each sign SITE DEVELOPMENT REVIEW Under $10,000 $ 80.00 $ 10,000 - $ 99,999 $155.00 $ 100,000 - $499,999 $315_00 $ 500,000.- $999,999 $415_00 $1,000,000 or more • $520_00 + $1 per $10,000 over $1 million not to exceed $2000_ SUBDIVISION PRELIMINARY PLAT - $415_00 + $S /lot Subdivisioa Variance if needed $105.00 . TEMPORARY USE Director' Decision _ $ 50.00 Special exemption/Non- Profit . . - - _ _ _ . _ $ -0- TREE REMOVAL PERMIT $ -0- - VACATIONS Streets and public access $300_00 deposit - actual - costs charged VARIANCE Administrative $80_00 '` Sign Code $230 -00 - ZONE CHANGE ANNEXATIONS - - - . _. . . Less than 10 acres 10 acres or more $625.00 • ZONE CHANCE PROCESSING _ Less than 10 a c r e s _ - .....%. . _ . . . . $520_00: r - IO acres or more . - _ _ _ _ _ $625.00 ZONE ORDINANCE AMENDMENT JOINT APPLICATION PLANNING FEE . .. .. . 1001 of highest plr+naing : ' . ;=Y'•'. fee plus lOt of all additional planning fees related to the proposal_ be /ResL.ksi GAF -' 1(/G /�4 ar 4' PA., PARK ST 'Won ■ ja III ■ ■ _ i n om yr NI ■ � � li&ghe I atilL311111 iiiifillqiumumml. so . a milimilmi ol ., 0. W .,• :s V m immolin•W 0 $!EI ■ GARDEN P AR Z nib 111111 1 z 1 ■■■■■ y HILL VIEW J II ■■r■ r I a • ■ 11111 SITE ■ t ■■■. .PFFc.)°),.„gt,/ :;::.:: ::::::::- 111- h c ., v Q sr o It ‘Z, . I UN S � p VIEW I I i TERR VICINITY EXHIBIT MAP CASE NO: O C.LS q5 -000 1 N O'TH SoM 1'.40W FEET VkF c _ DOOM 0 400 800 0 • 1 CITY OF TIGARD . OREGON AFFIDAVIT OF MAILING STATE OF OREGON ) County of Washington ) ss. City of Tigard ) I, Patricia L. Lunsford, being first duly sworn/affirm, on oath depose and say: That I am a Senior Office Assistant for The City of Tigard, Oregon. X That I served NOTICE OF PUBLIC HEARING FOR: That I served NOTICE OF DECISION FOR: City of Tigard Planning Director Tigard Planning Commission X Tigard Hearings Officer Tigard City Council A copy of the PUBLIC HEARING NOTICE/NOTICE OF DECISION/NOTICE OF FINAL ORDER of which is attached, marked Exhibit "A ", was mailed to each named person(s) at the address(s) shown on the attached list(s), marked Exhibit "B ", on the 5th day of April, 1995 and deposited in the United States Mail on the 5th day of April, 1995, postage prepaid. _ . ly..„../ Al ,,,,e,,.„„i,,..../ ,._. .._,, Allr epared 777 e W / Subscribed and sworn/affirmed before me on the 7 / day of 19 yC __4Y____, * 7,;(0 a OFFlClAC �� / i - Ati/ 4...c. .. NO PUBLI ORECVA ,9 v L a ' N i ARY PUBLI f • OREGO r co eta wo. 's9 /7 CO � , __ c xx�lr � � A d � My Commission Lxpires: 17 l FILE INFO.: (CUP 95- 0001/VAR 95-0002 (NOTICE OF 4/24/95 PUBLIC HEARING FOR THE H.O.) HARDY/BUSH/CHEVRON PUBLIC HEART G Exhibit "A" NOTICE NOTICE IS HEREBY GIVEN THAT THE TIGARD HEARINGS OFFICER, *a LI,��i,� AT A MEETING ON MONDAY, APRIL 24, 1995 AT 7:00 PM, � �� IN THE TOWN HALL OF THE TIGARD CIVIC CENTER, CITY OF TIGARD 13125 SW HALL BOULEVARD, TIGARD, OREGON 97223 WILL CONSIDER THE FOLLOWING APPLICATION: FILE NO: CONDITIONAL USE PERMIT (CUP) 95- 0001 /VARIANCE (VAR) 95 -0002 FILE TITLE: HARDY /BUSH /CHEVRON APPLICANT: Don Hardy OWNER: L.P. Bush, Inc 122 SE 27th 2624 Pacific Avenue Portland, OR 97214 Forest Grove, OR 97116 REQUEST A request for the following development applications: 1.) Conditional Use approval to allow the construction of a gasoline service station; and 2.) Variance approval for a reduction of the required 75 foot setback from the driveway to the nearest fuel pump. LOCATION: 13970 SW Pacific Highway (WCTM 2S1 3DD, tax lot 1200). Northeast corner of the intersection of SW McDonald Street and SW Pacific Highway. APPLICABLE REVIEW Community Development Code Sections 18.62, 18.96, 18.100, 18.102, 18.104, CRITERIA: 18.106, 18.108, 18.116, 18.120, 18.130, 18.134, 18.164. ZONE: C -G (General Commercial). The General Commercial zone allows public agency and administrative services, public support facilities, professional and administrative services, financial, insurance, and real estate services, business support services, general retail sales, eating and drinking establishments, among other uses. THE PUBLIC HEARING ON THIS MATTER WILL BE CONDUCTED IN ACCORDANCE WITH THE RULES OF CHAPTER 18.32 OF THE COMMUNITY DEVELOPMENT CODE AND RULES OF PROCEDURE ADOPTED BY THE TIGARD CITY COUNCIL AND AVAILABLE AT CITY HALL, OR RULES OF PROCEDURE SET FORTH IN CHAPTER 18.30. ASSISTIVE LISTENING DEVICES ARE AVAILABLE FOR PERSONS WITH IMPAIRED HEARING. THE CITY WILL ALSO ENDEAVOR TO ARRANGE FOR QUALIFIED SIGN LANGUAGE INTERPRETERS AND QUALIFIED BILINGUAL INTERPRETERS UPON REQUEST. PLEASE CALL (503) 639 -4171, EXT. 320 (VOICE) OR (503) 684- 2772 (TDD - TELECOMMUNICATIONS DEVICES FOR THE DEAF) NO.LESS THAN ONE WEEK PRIOR TO THE HEARING TO MAKE ARRANGEMENTS. CUP 95 -0001NAR 95 -0002 HARDY /BUSH /CHEVRON April 4, 1995 ONE WISHING TO P N"i• WRITTEN TESTIMONY ON THIS PROD ACTION MAY D I ANY 0 RESE 0 SO IN WRITING PRIOR TO OR AT THE PUBLIC HEARING. ORAL TESTIMONY MAY BE PRESENTED AT THE PUBLIC HEARING. AT THE PUBLIC HEARING, THE HEARINGS OFFICER WILL RECEIVE A STAFF REPORT PRESENTATION FROM THE CITY PLANNER; OPEN THE PUBLIC HEARING; AND INVITE BOTH ORAL AND WRITTEN TESTIMONY. t_ THE HEARINGS OFFICER MAY CONTINUE THE PUBLIC HEARING TO ANOTHER MEETING TO OBTAIN ADDITIONAL INFORMATION, OR CLOSE THE PUBLIC HEARING AND TAKE ACTION ON THE APPLICATION. IF A PERSON SUBMITS EVIDENCE IN SUPPORT TO THE APPLICATION AFTER APRIL 4. 1995, ANY PARTY IS ENTITLED TO REQUEST A CONTINUANCE OF THE HEARING. IF THERE IS NO CONTINUANCE GRANTED AT THE HEARING, ANY PARTICIPANT IN THE HEARING MAY REQUEST THAT THE RECORD REMAIN OPEN FOR AT LEAST SEVEN DAYS AFTER THE HEARING. INCLUDED IN THIS NOTICE IS A LIST OF APPROVAL CRITERIA APPLICABLE TO THE REQUEST FROM THE TIGARD COMMUNITY DEVELOPMENT CODE AND THE TIGARD COMPREHENSIVE PLAN. APPROVAL OR DISAPPROVAL OF THE REQUEST BY THE HEARINGS OFFICER WILL BE BASED UPON THESE CRITERIA AND THESE CRITERIA ONLY. AT THE HEARING IT IS IMPORTANT THAT COMMENTS RELATING TO THE REQUEST PERTAIN SPECIFICALLY TO THE APPLICABLE CRITERIA LISTED. FAILURE TO RAISE AN ISSUE IN PERSON OR BY LETTER AT SOME POINT PRIOR TO THE CLOSE OF THE HEARING ON THE REQUEST OR FAILURE TO PROVIDE SUFFICIENT SPECIFICITY TO AFFORD THE DECISION MAKER AN OPPORTUNITY TO RESPOND TO THE ISSUE PRECLUDES AN APPEAL TO THE LAND USE BOARD OF APPEALS BASED ON THAT ISSUE. 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 PER PAGE. AT LEAST SEVEN DAYS PRIOR TO THE HEARING, A COPY OF THE STAFF REPORT WILL BE AVAILABLE FOR INSPECTION AT NO COST, OR A COPY CAN BE OBTAINED FOR TWENTY -FIVE CENTS PER PAGE. FOR FURTHER INFORMATION PLEASE CONTACT THE STAFF PLANNER WILL D'ANDREA AT (503) 639 -4171, TIGARD CITY HALL, 13125 SW HALL BOULEVARD, TIGARD, OREGON. • � 4 I^ i • II_— illtDON ■ Q. NEI i Z i ' AR I • - ' II I I I a HILL vlEV I _ ? a V - ` "" of —16 V■ Alir f t 117 E i - CUP 95 -0001NAR 95 -0002 HARDY /BUSH /CHEVRON April 4, 1995 • CUP 95 -0001/VAR 95 -0002 1 Y /BUSH /CHEVRON (Pa■ of 1) Exhibit "B" 2S103DD -00900 2S103DD -0100• • EMPIRE ENTERPRISES INC ROSSI, ALDO ATTN: YANG -JUN SHIN % COOPER, RICHARD A 422 RAILWAY STREET 13935 SW PACIFIC HWY VANCOUVER, BC TIGARD OR 97223 1 28103DD -01100 2S103DD -01200 JEFFERY, HARRY E /JUDITH A LUTHER, W V WINNIE M BY CHRISTIAN GIFT CENTER BY: L P BUSCH INC 13975 SW PACIFIC HWY STE A 2624 PACIFIC AVE TIGARD OR 97223 FOREST GROVE OR 97116 2S103DD -01201 2S110AA -00300 MILLER, PRUDENCE M BEVERLY ENT TIGARD CARE CTR 4220 SW GREENLEAF DRIVE BY PROPERTY TAX SERVICE CO PORTLAND OR 9722x. ONE CIVIC CENTER PLAZA 1560 BROADWAY STE 730 .DENVER CO 80202 28110AA -00400 2S110AA -00500 SPECTRUM DEVELOPMENT CORP CROW FAMILY PROPERTIES OREGON LT 9220 SW BARBUR BLVD 11552 SW LESSER RD SUITE 104 PORTLAND OR 97219 PORTLAND OR 97219 2S110AA -00600 2S110AA- 00700' TEXLAND PROPERTIES CORP UNION OIL CO OF CALIFORNIA 2828 N HASKELL AVE ATTN: PROPERTY TAX DIV DALLAS TX 75204 . PO BOX 7600 LOS ANGELES CA 90051 2S110AA -00800 2S110AA -00900 DAVIES, ROBERT M DAVIES, ROBERT M S INTERLAND INVESTMENT CORPORATION % INTERLAND INVESTMENT CORPORATION 14050 SW PACIFIC HWY 14050 SW PACIFIC HWY • TIGARD OR 97223 TIGARD OR 97223 2S110AA -02900 2S110AA -03000 EMMERT, TERRY W LOWER, CHARLES LEO AND : 11811 SE HWY 212 LOWER, FLORENCE LUVENA CLACKAMAS OR 97015 TRUSTEES 65 EAST 26TH ST . UPLAND CA 91786 • HARDY, DON /PDG L.P. BUSH, INC. 122 SE 27TH 2624 PACIFIC AVENUE PORTLAND OR 97214' FOREST GROVE OR 97116 II •&CE UNDER CITY OF TIGARD Lip The following will be considered by the Tigard Hearings Officer on Monday, 1992, at 7:00 PM at Tigard Civic Center - Town Hall, 13125 SW Hall Blvd., Tigard, Oregon. Both public oral and written testimony is invited. The public hearing on this matter will be conducted in accordance with the rules of Chapter 18.32 of the Tigard Municipal Code, and rules and procedures of the Hearings Officer. Failure to raise an issue in person or by letter precludes an appeal, and failure to specify the criterion from the Community Development Code or Comprehensive Plan at which a comment is directed precludes an appeal based on that criterion. Further information may be obtained from the Planning Division at 13125 SW Hall Boulevard, Tigard, OR 97223 or by calling (503) 639 -4171. PUBLIC HEARINGS CONDITIONAL USE PERMIT (CUP) 95- 0001 /VARIANCE (VAR) 95 -0002 HARDY/BUSH/CHEVRON. Applicant requests the following development applications: 1.) Conditional Use approval to allow the construction of a gasoline service station; and 2.) Variance approval for a reduction of the required 75 foot setback from the driveway to the nearest fuel pump. LOCATION: 13970 SW Pacific Highway (WCTM 2S1 3DD, tax lot 1200). Northeast corner of the intersection of SW McDonald Street and SW Pacific Highway. APPLICABLE REVIEW CRITERIA: Community Development Code Sections 18.62, 18.90, 18.96, 18.100, 18.102, 18.104, 18.106, 18.108, 18.116, 18.120, 18.130, 18.134, 18.164. ZONE: C -G (General Commercial). The General Commercial zone allows public agency and administrative services, public support facilities, professional and administrative services, financial, insurance, and real estate services, business support services, general retail sales, eating and drinking establishments, among other uses. TT PUBLISH CUP 95 -0001 NAR 95 -0002 HARDY /BUSH /CHEVRON February 21, 1995 CUP 95- 0001 /VAR 95 -0002 HARDY /BUSH /CHEVRON (Page 1 of 1) 2S103DD -00900 • 2S103DD- 01000 EMPIRE ENTERPRISES INC ROSSI, ALDO ATTN: YANG -JUN SHIN % COOPER, RICHARD A 422 RAILWAY STREET 13935 SW PACIFIC HWY VANCOUVER, BC TIGARD OR 97223 2S103DD -01100 2S103DD -01200 JEFFERY, HARRY E /JUDITH A LUTHER, W V WINNIE M BY CHRISTIAN GIFT CENTER BY: L P BUSCH INC 13975 SW PACIFIC HWY STE A 2624 PACIFIC AVE TIGARD OR 97223 FOREST GROVE OR 97116 2S103DD -01201 2S110AA -00300 MILLER, PRUDENCE M BEVERLY ENT TIGARD CARE CTR 4220 SW GREENLEAF DRIVE BY PROPERTY TAX SERVICE CO PORTLAND OR 97221 ONE CIVIC CENTER PLAZA 1560 BROADWAY STE 730 DENVER CO 80202 2S110AA -00400 2S110AA -00500 SPECTRUM DEVELOPMENT CORP CROW FAMILY PROPERTIES OREGON LT 9220 SW BARBUR BLVD 11552 SW LESSER RD SUITE 104 PORTLAND OR 97219 PORTLAND OR 97219 2S110AA -00600 2S110AA -00700 TEXLAND PROPERTIES CORP UNION OIL CO OF CALIFORNIA 2828 N HASKELL AVE ATTN: PROPERTY TAX DIV DALLAS TX 75204 PO BOX 7600 LOS ANGELES CA 90051 2S110AA -00800 2S110AA -00900 DAVIES, ROBERT M DAVIES, ROBERT M % INTERLAND INVESTMENT CORPORATION % INTERLAND INVESTMENT CORPORATION 14050 SW PACIFIC HWY 14050 SW PACIFIC HWY TIGARD OR 97223 TIGARD OR 97223 2S110AA -02900 2S110AA -03000 EMMERT, TERRY W LOWER, CHARLES LEO AND 11811 SE HWY 212 LOWER, FLORENCE LUVENA CLACKAMAS OR 97015 TRUSTEES 65 EAST 26TH ST UPLAND CA 91786 HARDY, DON /PDG L.P. BUSH, INC. 122 SE 27TH 2624 PACIFIC AVENUE PORTLAND OR 97214 FOREST GROVE OR 97116 • REQUEST FOR COMMENT. CITY OF TIGARD OREGON TO: DATE: February 21, 1995 FROM: Tigard Planning Dept. STAFF CONTACT: Will D'Andrea x315 (503) 639 -4171 RE: CONDITIONAL USE PERMIT (CUP) 95- 0001/VARIANCE (VAR) 95 -0002 HARDY/BUSH/CHEVRON. A request for the following development applications: 1.) Conditional Use approval to allow the construction of a gasoline service station; and 2.) Variance approval for a reduction of the required 75 foot setback from the driveway to the nearest fuel pump. LOCATION: 13970 SW Pacific Highway (WCTM 2S1 3DD, tax lot 1200). Northeast corner of the intersection of SW McDonald Street and SW Pacific Highway. APPLICABLE REVIEW CRITERIA: Community Development Code Sections 18.62, 18.90, 18.96, 18.100, 18.102, 18.104, 18.106, 18.108, 18.116, 18.120, 18.130, 18.134, 18.164. ZONE: C -G (General Commercial). The General Commercial zone allows public agency and administrative services, public support facilities, professional and administrative services, financial, insurance, and real estate services, business support services, general retail sales, eating and drinking establishments, among other uses. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: March 6, 1995. 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 Department, 13125 SW Hall Boulevard, Tigard, OR 97223 (503) 639 -4171. 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: — (Please provide the following information) Name of Person Commenting: Phone Number: CUP 95-0001/VAR 95 -0002 HARDY /BUSH /CHEVRON February 21. 1995 • NOTIFICATION LIST FOR ALL APPLICATIONS 1. CIT (2) copies _ CPO NO. 2. CITY DEPARTMENTS filding Official /Dave S. . Parks & Recreation Board e Police City Recorder /Field Operations t %Engineering /Michael A. Permits Facilitator /Jerree G. - Long Range Planning /Carol 3. SPECIAL DISTRICTS /dire District - ---- (pick-up box) r /Tigard Water Department - 8777 SW Burnham St. Tigard, OR 97223 _ Tualatin Valley Water District Unified Sewerage Agency /SWM Program PO Box 745 155 N. First St. Beaverton, OR 97075 Hillsboro, OR 97124 4. AFFECTED JURISDICTIONS Wash. Co. Land Use & Transp. Boundary Commission 150 N. First Ave. 800 NE Oregon St. 016 Suite 540 Hillsboro, OR 97124 Portland, OR 97232 -2109 _ Brent Curtis (CPA's) _ Jim Tice (IGA'S) METRO - GREENSPACES PROGRAM Mike Borreson (Engineer) Mel Huie (CPA's /ZOA's) Scott King (CPA's) 600 NE Grand Tom Harry (Current Planning App's) Portland, OR 97232 -2736 Lynn Bailey (Current Planning App's) DLCD (CPA's /ZOA's) City of Beaverton - 1175 Court St. NE - Jim Hendryx - Principal Planner Salem, OR 97310 -0590 PO Box 4755 Beaverton, OR 97076 Other - _ City of King City _ City of Durham City Manager City Manager 15300 SW 116th PO Box 23483 -3483 King City, OR 97224 Tigard, OR 97224 - - City of Lake Oswego City of Portland City Manager Planning Director 380 SW A 1120 SW 5th Lake Oswego, OR 97034 Portland, OR 97204 tats Highway Division _6DOT Sam Hunaidi Laurie Nicholson PO Box 25412 9002 SE McLoughlin Blvd. Portland, OR 97225 -0412 Milwaukie, OR 97222 City of Tualatin - PO Box 369 Tualatin, OR 97062 5. SPECIAL AGENCIES General Telephone C.-- General Elec. Engineering Office - Brian Moore PO Box 23416 14655 SW Old Scholls Fry. Tigard, OR 97281 -3416 Beaverton, OR 97007 _ NW Natural Gas _Metro Area Communications .Scott Palmer Jason Hewitt 220 NW Second Ave. Twin Oaks Technology Center Portland, OR 97209 1815 NW 169th Place 5 -6020 Beaverton, OR 97006 -4886 _ TCI Cablevision of Oregon Linda Peterson _ G US West 3500 SW Bond St. Pete Nelson Portland, OR 97201 421 SW Oak St. Portland, OR 97204 Columbia Cable (Frank Stone) _ 14200 SW Brigadoon Ct. e/ Tri -Met Transit Dev. Beaverton, OR 97005 - Kim Knox 710 NE Holladay St. 6. STATE AGENCIES Portland, OR 97232 Aeronautics Div. (ODOT) DOGAMI - Division of State Lands Commerce Dept. - M.H. Park OTHER - Fish & Wildlife PUC Dept. of Environ. Quality 7. FEDERAL AGENCIES Corps. of Engineers Post Office 8. OTHER Southern Pacific Transportation Company - Duane M. Forney, PLS - Project Engineer 800 NW 6th Avenue, R. 324, Union Station Portland, OR 97209 kr STER ENGINEERING C:;; { <c::<i:: iia� a1* 'E "` tudles • Planning • Safety pomp �yn� +��iiii�:s: �»� ����' November 22, 1996 : € >' N Dave Kimmel Planning /Design Group 122 SE 27 Avenue <± E ` ` ><= Portland, OR 97214 Dear Mr. Kimmel: » ___ We have completed the last quarterly evaluation of the Chevron service station '< ><<'z site on Highway 99W at McDonald Street in Tigard. The first evaluation was submit- ted in May and the second in August, 1996. The May evaluation combined the first EptiiiiIM two quarters to eliminate the transient effects of the station opening. This report will „Im be an update of the earlier quarterly reports. The site was observed during two weekday peak periods in November, 1996: 6:30 to 8 AM and 4:30 to 6 PM. During the site observations, both trip generation and 1 `> traffic operations were noted. ...................... The trip generation in November was approximately the same as in August for MEM the total three -hour site observation, but the volumes during the peak hours increased. 111.11 In the morning the total volume (for the 11/2-hour period) changed from 62 to 61, but >"> the peak-hour volume increased from 47 to 52. In the evening P g both the total volume increased from 85 to 93 and the peak -hour volume increased from 56 to 73. The peak hours were also different. The November morning peak hour was from 7:00 to 8:00, MEE the same as in May, compared to 6:45 to 7:45 in August. The November evening peak hour was 5:00 to 6:00, compared to 4:30 to 5:30 in August and 4:45 to 5:45 in May. . Y Traffic operations at the site were similar to those in May and August. During the morning' peak drivers entered the site from both McDonald and 99W, but most ex- ited the site onto 99W. The backup of westbound traffic on McDonald from the signal OREM at 99W typically did not reach the service station driveway in the morning peak. On one of the few occasions that the driveway was blocked there was a left turn into the 11111 site There was a gap in the queue and the entering car was not delayed. None of the MEM left turns into the McDonald driveway resulted in any delay to through eastbound traffic on McDonald. There were no instances where traffic q ueues on the site extended onto either McDonald or 99W. ? ()ttl#iiatation, Suite 206 • 800 N.W. 6th Avenue • Portland, OR 97209 • Phone (503) 248 -0313 • FAX (503) 248 -9251 . fit;: °IANCASTER ENGINEERING kaa Mr. Kimmel November 22, 1996 Page 2 During the evening peak hour the backup of westbound traffic on McDonald from the signal at 99W extended beyond the site driveway during most signal cycles, but five cars did make the left turn into the site from McDonald Street. In addition, one entered the site from the convenience store driveway directly across McDonald. The other five were able to find a gap in the westbound traffic and completed the left turn without creating eastbound queues behind them. There was a sixth eastbound driver who attempted a left turn into the driveway but gave up and continued on to the east because there was not a gap in the westbound traffic queue. There was only one left turn out of the site onto McDonald. There were no instances where traffic queues on the site extended onto either McDonald or 99W. As was found in the May and August reports, there was no observed adverse impact on the adjacent streets by site - generated traffic. There was some delay to traffic attempting to exit the site, but these delays did not affect traffic on the adjacent streets. Attached is a summary of the observed trip generation. If there are any questions regarding this report or if any additional information is needed, please let me know. Yours trul Tom R. Lanc . 1 PE cc: Ron Cain, Cain Petroleum \E EO PROfe NGINe 8 ' "' EG 1, )'22, 41 � 1`9 R. L AN4°T STER ENGINEERING TRIP GENERATION SUMMARY MAY AUGUST NOVEMBER 1996 1996 1996 AM Peak Hour 44 47 52 PM Peak Hour 58 56 74 r;z LE , :,::, IANGASTER ENGINEERING Ma VEHICLE COUNT SUMMARY Chevron Service Station Highway 99W and McDonald Street Tigard November 5 & 13, 1996 MCDONALD ST TIME 99W Entering Exiting TOTAL TOTAL TOTAL BEGINS In Out Right In Left In Total Right Out Left Out Total IN OUT ALL 6:30 0 3 0 4 4 0 0 0 4 3 7 6:45 0 0 1 0 1 1 0 1 1 1 2 7:00 3 5 2 4 6 1 1 2 9 7 16 7:15 2 5 1 1 2 2 1 3 4 8 12 7:30 2 2 2 2 4 1 0 1 6 3 9 7:45 4 3 3 1 4 4 0 4 8 7 15 TOTAL 11 18 9 12 21 9 2 11 32 29 61 PEAK HOUR 11 15 8 8 16 8 2 10 27 25 52 4:30 2 1 3 0 3 3 0 3 5 4 9 4:45 0 2 4 1 5 3 1 4 5 6 11 5:00 2 6 7 1 8 2 1 3 10 9 19 5:15 5 4 3 1 4 5 0 5 9 9 18 5:30 2 5 4 1 5 2 0 2 7 7 14 5:45 3 8 5 2 7 4 0 4 10 12 22 TOTAL 14 26 26 6 32 19 2 21 46 47 93 PEAK HOUR 12 23 19 5 24 13 1 14 36 37 73 t • r r ru� - LAN 'ASTER ENGINEERING Traffic Studies • Planning • Safety May 22, 1996 Dave Kimmel Planning /Design Group 122 SE 27 Avenue Portland, OR 97214 Dear Mr. Kimmel: As you requested, we have completed a quarterly evaluation of the Chevron service station site on Highway 99W at McDonald Street in Tigard. This first evalua- tion was delayed until about five months after the service station opening date to assure that traffic patterns have stabilized and that transient impacts have dissipated. The service station is in the northeast quadrant of the intersection and has access to both 99W on the west site boundary and McDonald on the south site boundary. A raised median on 99W limits access on the highway to right turns in and right turns out; left turns in and out are physically blocked. The access onto McDonald is a full access with all movements permitted. Directly across from the McDonald service station ac- cess is an access to a convenience store. There are eight fueling positions at the service station. There is no convenience store. • The site was observed during two weekday peak periods in May, 1996: 6:30 to 8 AM and 4:30 to 6 PM. During the site observations, both trip generation and traffic operations were noted. To estimate the number of trips that would normally be generated by a service station with eight fueling positions and no convenience store, the trip rates from TRIP GENERATION, Fifth Edition, published by the Institute of Transportation Engineers, were used. Trip rates for ITE land -use code 844, Gasoline /Service Station, were used. The trip generation rate for this land use is based on the number of vehicle fueling po- sitions. For eight fueling positions, a total of 97 trips (total of entering and exiting trips) is estimated for the morning peak hour, and 126 total trips during the evening peak hour. RECEIVED MAY 2 3 MG Union Station, Suite 206 • 800 N.W. 6th Avenue • Portland, OR 97209 • Phone (503) 248-0313 • FAX (503) 248 -9251 • • • IE LANCASTER ENGINEERING Mr. Kimmel May 22, 1996 Page 2 The actual trip generation of this service station is less than half the number of trips estimated by the TRIP GENERATION handbook. There were 44 total trips during the morning peak hour and 58 trips during the evening peak hour. The reasons for the unexpectedly low number of trips may include the access restrictions, local competi- tion, or more fueling positions than necessary. Traffic operations at the site access points were substantially different during the morning and evening peak periods. During both peak periods there were many turning movements on the site itself as drivers positioned themselves to exit on the desired driveway. During 'the morning peak hour there were entering and exiting cars to and from all directions. The highest - volume movement (ten cars) was the left turn into the site from McDonald. The next highest movements were the right turns into and out of the site on Highway 99W. Of the cars that were exiting the site onto McDonald, the split was nearly equal between left turns and right turns. During the morning peak the backup of westbound traffic on McDonald from the signal at 99W typically did not reach the service station driveway, and left turns could be made into and out of the driveway with very little delay. None of the left turns into the McDonald driveway resulted in any delay to through eastbound traffic on McDonald. There were no instances where traffic queues on the site extended onto ei- ther McDonald or 99W. During the evening peak hour, the backup of westbound traffic on McDonald from the signal at 99W extended beyond the site driveway nearly continuously for the entire hour. As a result, there were no left turns into the site from McDonald, nor were there any attempted left turns. There were only two left turns out of the site onto McDonald. Three other vehicles attempted left turns onto McDonald, but after long delays, the drivers decided to abort the movement and turn to the right. In all three cases, the drivers waited within the site and did not block any traffic on McDonald. There were no instances where traffic queues on the site extended onto either McDon- ald or 99W. Overall, there was no adverse impact on the adjacent streets by site - generated traffic. There was some delay to traffic attempting to exit the site, but these delays did not affect traffic on the adjacent streets. It appears unlikely that site - generated trips will • • r LANCASTER ENGINEERING Mr. Kimmel May 22, 1996 Page 3 have any impact on the adjacent streets in the future unless there are very large in- creases in the site's trip generation. Attached are pages showing the calculated trip generation from the TRIP GEN- ERATION handbook as well as the actual observed trip generation. If there are any questions regarding this report or if any additional information is needed, please let me know. Yours truly, AP 1 � Tom R. L: nc'T er, PE , Plop. c oGINe 4 i O is "ri d r 1. le R. � OA • RANfASTER ENGINEERING TRIP GENERATION CALCULATIONS Land Use: Gasoline /Service Station Land Use Code: 844 Variable: Vehicle Fueling Positions Variable Quantity: 8 AM PEAK HOUR PM PEAK HOUR Trip Rate: 12.1 Trip Rate: 15.8 Enter Exit Total Enter Exit Total Directional Directional Distribution 0.5 0.5 Distribution 0.5 0.5 Trip nds ': >'48 >:= >::: >:48`;' >':::= >97 »' >" Trip Ends 126;: P P WEEKDAY SUNDAY Trip Rate: 175 Trip Rate: 0 Enter Exit Total Enter Exit Total Directional Directional Distribution 0.5 0.5 Distribution 0.5 0.5 . . . ................................. ............................... ................................ ............................ Trip Ends Trip Ends s ;'700' >" '> "::%700 " >':' ' >"1'4:00?s >: p Source: TRIP GENERATION, Fifth Edition (1995 Update) :_,:.; ,,, • • il ; ENGINEERING VEHICLE COUNT SUMMARY Chevron Service Station Highway 99W and McDonald Street Tigard May 20 -21, 1996 MCDONALD ST • TIME 99W Entering Exiting TOTAL TOTAL TOTAL BEGINS In Out Right In Left In Total Right Out Left Out Total IN OUT ALL 6:30 0 1 0 2 2 1 0 1 2 2 4 6:45 1 0 0 1 1 1 0 1 2 1 3 7:00 1 2 1 2 3 1 2 3 4 5 9 7:15 1 2 1 2 3 1 1 2 4 4 8 7:30 5 3 1 3 4 4 1 5 9 8 17 7:45 1 2 1 3 4 1 2 3 5 5 10 TOTAL 9 10 4 13 17 9 6 15 26 25 51 PEAK HOUR 8 9 4 10 14 7 6 13 22 22 44 4:30 7 3 2 0 2 5 0 5 9 8 17 4:45 3 6 1 0 1 1 0 1 4 7 11 5:00 5 3 3 0 3 3 1 4 8 7 15 5:15 3 3 3 0 3 4 1 5 6 8 14 5:30 8 5 3 0 3 2 0 2 11 7 18 5:45 1 5 2 0 2 0 0 0 3 5 8 TOTAL 27 25 14 0 14 15 2 17 41 42 83 PEAK HOUR 19 17 10 0 10 10 2 12 29 29 58 • • t.STER ENGINEERING 7 #E:t E „dies • Planning • Safety WPM t2 ?<< >' > €'`' ">>'` August 26, 1996 wHiiinim Dave Kimmel eligiltin Planning /Design Group `><_ €' € > €< 122 SE 27t Avenue 111111111. Portland, OR 97214 Dear Mr. Kimmel: We have completed a second quarterly evaluation of the Chevron service station °'' <'' >` >' site on Highway 99W at McDonald Street in Tigard. The first evaluation was submitted MI Mil in May, 1996. This will be an update of the first report. The site was observed during two weekday peak periods in August, 1996: 6:30 to 8 AM and 4:30 to 6 PM. During the site observations, both trip generation and traf- `o<< fic operations were noted. €> < < >= The trip generation in August was approximately the same as in May In the ` morning the total volume (for the 11/2-hour period) was up from 51 to 62, but the peak - hour volume was about the same. In the evening both the total volume and the peak- hour volume were about the same. The eak hours were slightly different. The August P g Y g > ><< morning peak hour was from 6:45 to 7:45, compared to 7:00 to 8:00 in May. The «<` >`= August evening peak hour was 4:30 to 5:30, compared to 4:45 to 5:45 in May. Traffic operations at the site were similar to those in May During the morning '''N eak drivers entered the site from both McDonald and 99W, but most exited the site p s o bo cDo d 99 b ost e e� e onto 99W. The backup of westbound traffic on McDonald from the signal at 99W typi- <`€ cally did not reach the service station driveway in the morning peak. On one of the few occasions that the driveway was blocked there was a left turn into the site. There was a IMININ gap in the queue and the entering car was not delayed. None of the left turns into the „'<f McDonald driveway resulted in any delay to through eastbound traffic on McDonald. There were no instances where traffic queues on the site extended onto either McDon- "`k ald or 99W. During the evening peak hour, the backup of westbound traffic on McDonald from the signal at 99W extended beyond the site driveway during most signal cycles. `' ' `' Nonetheless, five cars did make the left turn into the site from McDonald Street. Of > Union St2tion, Suite 206 • 800 N.W. 6th Avenue • Portland, OR 97209 • Phone (503) 248 -0313 • FAX (503) 248 -9251 • 0 .ASTER ENGINEERING Mr. Kimmel August 26, 1996 Page 2 these, one entered the site from the convenience store driveway directly across McDon- ald. The other four were able to find a gap in the westbound traffic and completed the left turn without creating eastbound queues behind them. There were only two left turns out of the site onto McDonald. There were no instances where traffic queues on the site extended onto either McDonald or 99W. As was found in the May report, there was no observed adverse impact on the adjacent streets by site - generated traffic. There was some delay to traffic attempting to exit the site, but these delays did not affect traffic on the adjacent streets. Attached is a summary of the observed trip generation. If there are any questions. regarding this report or if any additional information is needed, please let me know. Yours tru ( R. Lane st: , 'E cc: Ron Cain, Cain Petroleum < 00.0 PRo 8054 O 'I, G 4 2 1 • Oki y 1ANcASTER ENGINEERING VEHICLE COUNT SUMMARY Chevron Service Station Highway 99W and McDonald Street Tigard August 2, 1996 MCDONALD ST TIME 99W Entering Exiting TOTAL TOTAL TOTAL BEGINS In Out Right In Left In Total Right Out Left Out Total IN OUT ALL 6:30 1 3 1 1 2 2 0 2 3 5 8 6:45 1 5 2 3 5 1 0 1 6 6 12 7:00 0 4 0 3 3 0 0 0 3 4 7 7:15 7 5 2 1 3 2 1 3 10 8 18 7:30 1 3 2 1 3 3 0 3 4 6 10 7:45 2 3 0 2 2 0 0 0 4 3 7 TOTAL 12 23 7 11 18 8 1 9 30 32 62 PEAK HOUR 9 17 6 8 14 6 1 7 23 24 47 4:30 3 4 2 3 5 3 1 4 8 8 16 4:45 7 2 1 1 2 6 1 7 9 9 18 5:00 1 2 2 0 2 2 0 2 3 4 7 5:15 5 3 1 1 2 4 1 5 7 8 15 5:30 1 2 2 2 4 1 2 3 5 5 10 5:45 2 7 5 1 6 4 0 4 8 11 19 TOTAL 19 20 13 8 21 20 5 25 40 45 85 PEAK HOUR 16 11 6 5 11 15 3 18 27 29 56 • • • s `.,.,.,` f SIER ENGINEERING TRIP GENERATION SUMMARY MAY AUGUST 1996 1996 AM Peak Hour 44 47 PM Peak Hour 58 56 • 122 S.E. 27th p D G . Planning/Design Portland, Oregon 97214 Group Phone: (503) 236 - 6000 Fax: (503) 232 - 2357 November 25, 1996 Mr. Dick Bewersdorf City of Tigard 13125 SW Hall Blvd. Tigard, Oregon 97223 RE: Cain Petroleum Chevron Station Pacific Highway (99W) and McDonald St. Tigard, Oregon Dear Mr. Bewersdorf: Enclosed are two copies of the fourth quarter traffic study of the above site. As you can see from the report, this site continues to function within the parameters set by the variance conditions of approval. I believe that Cain Petroleum has completed the requirements of the conditions of approval and that additional studies should not be necessary. Please advise whether the City of Tigard concurs and if Cain Petroleum now has final approval. If you have any questions or need additional information please give me a call at 236 -6000. Sincerely, �n l a r David P. Kimmel CC: Ron Cain - Cain Petroleum • s7* , • 0 l•' l:i +Y 1`UN �' � STER ENGINEERING p . , tudies • Planning • Safety WO RIPPIM NMI ni November 22, 1996 s =< >: Dave Kimmel Planning /Design Group mom is <:::: >: >;: "" 122 SE 27 Avenue <1 Portland, OR 97214 '' ° :.g0: ` Dear Mr. Kimmel: €<«<_<`;;;,;:: We have completed the last quarterly evaluation of the Chevron service station site on Highway 99W at McDonald Street in Tigard. The first evaluation was submit - `«< >= ted in May and the second in August, 1996. The May evaluation combined the first 11.11 two uarters to eliminate q o ate the transient effects of the station opening. This report will be an update of the earlier quarterly reports. The site was observed durin g two weekday p eak periods in November, 1996: 6 :30 to 8 AM and 4 :30 to 6 PM. During the site observations, both trip generation and traffic operations were noted. The trip generation in November was approximately the same as in August for Ion P g PP Y g the total three -hour site observation, but the volumes during the peak hours increased. In the morning the total volume (for the 11/2-hour period) changed from 62 to 61, but the peak -hour volume increased from 47 to 52. In the evening both the total volume increased from 85 to 93 and the peak -hour volume increased from 56 to 73. The peak `<} hours were also different. The November morning peak hour was from 7 :00 to 8 :00, ONNO the same as in May, compared to 6 :45 to 7 :45 in August. The November evening peak :: `''>' hour was 5 :00 to 6 :00, compared to 4 :30 to 5 :30 in August and 4 :45 to 5 :45 in May Traffic operations at the site were similar to those in May and August. During the morning peak drivers entered the site from both McDonald and 99W, but most ex- ited the site onto 99W. The backup of westbound traffic on McDonald from the signal at 99W typically did not reach the service station driveway in the morning peak. On '_= one of the few occasions that the driveway was blocked there was a left turn into the "" site There was a a in the queue and the entering car was not delayed. None of the gp q g y o 0 <»'># left turns into the McDonald driveway resulted in any delay to through eastbound traffic on McDonald. There were no instances where traffic queues on the site extended onto either McDonald or 99W. <' <'L?tlon`S tion, Suite 206 • 800 N.W. 6th Avenue • Portland, OR 97209 • Phone (503) 248 -0313 • FAX (503) 248 -9251 3: • 0 C . STER ENGINEERING Mr. Kimmel November 22, 1996 Page 2 During the evening peak hour the backup of westbound traffic on McDonald from the signal at 99W extended beyond the site driveway during most signal cycles, but five cars did make the left turn into the site from McDonald Street. In addition, one entered the site from the convenience store driveway directly across McDonald. The other five were able to find a gap in the westbound traffic and completed the left turn without creating eastbound queues behind them. There was a sixth eastbound driver who attempted a left turn into the driveway but gave up and continued on to the east because there was not a gap in the westbound traffic queue. There was only one left turn out of the site onto McDonald. There were no instances where traffic queues on the site extended onto either McDonald or 99W. As was found in the May and August reports, there was no observed adverse impact on the adjacent streets by site - generated traffic. There was some delay to traffic attempting to exit the site, but these delays did not affect traffic on the adjacent streets. Attached is a summary of the observed trip generation. If there are any questions regarding this report or if any additional information is needed, please let me know. • Yours trul Tom R. Lanc. ; PE cc: Ron Cain, Cain Petroleum .BR ED PRO, � S apIN6 -, /o 1' 8 ' �. Via ZO „ 1 I to IS R. L ANGP 0 • .: k--, ILANu STER ENGINEERING A TRIP GENERATION SUMMARY MAY AUGUST NOVEMBER 1996 1996 1996 AM Peak Hour 44 47 52 PM Peak Hour 58 56 74 • ii i g 'EASTER ENGINEERING VEHICLE COUNT SUMMARY Chevron Service Station Highway 99W and McDonald Street Tigard November 5 & 13, 1996 MCDONALD ST TIME 99W Entering Exiting TOTAL TOTAL TOTAL BEGINS In Out Right In Left In Total Right Out Left Out Total IN OUT ALL 6:30 0 3 0 4 4 0 0 0 4 3 7 6:45 0 0 1 0 1 1 0 1 1 1 2 7:00 3 5 2 4 6 1 1 2 9 7 16 7:15 2 5 1 1 2 2 1 3 4 8 12 7:30 2 2 2 2 4 1 0 1 6 3 9 7:45 4 3 3 1 4 4 0 4 8 7 15 TOTAL 11 18 9 12 21 9 2 11 32 29 61 PEAK HOUR 11 15 8 8 16 8 2 10 27 25 52 4:30 2 1 3 0 3 3 0 3 5 4 9 4:45 0 2 4 1 5 3 1 4 5 6 11 5:00 2 6 7 1 8 2 1 3 10 9 19 5:15 5 4 3 1 4 5 0 5 9 9 18 5:30 2 5 4 1 5 2 0 2 7 7 14 5:45 3 8 5 2 7 4 0 4 10 12 22 TOTAL 14 26 26 6 32 19 2 21 46 47 93 PEAK HOUR 12 23 19 5 24 13 1 14 36 37 73 FIANCASTER ENGINEERING '>Tsaf Ic Bludles • Planning • Safely taiMI ?3 ` ` August 26, 1996 Dave Kimmel 11.1111 Planning /Design Group 122 SE 27' Avenue Portland, OR 97214 In Dear Mr. Kimmel: We have completed a second quarterly evaluation of the Chevron service station >`''>«_ >'<' site on Highway 99W at McDonald Street in Tigard. The first evaluation was submitted "` in May, 1996. This will be an update of the first report. The site was observed during two weekday peak periods in August, 1996: 6:30 '''"`�? to 8 AM and 4:30 to 6 PM. During the site observations, both trip �� g Pg eneration and traf- "" '' fic operations were noted. The trip generation in August was approximately the same as in May. In the morning the total volume (for the 1'/2 -hour period) was up from 51 to 62, but the peak- g ( P ) P � P hour volume was about the same. In the evening both the total volume and the peak - hour volume were about the same. The peak hours were slightly different. The August morning peak hour was from 6:45 to 7:45, compared to 7:00 to 8:00 in May. The August evening peak hour was 4:30 to 5:30, compared to 4:45 to 5:45 in May. '' = Traffic operations at the site were similar to those in May. During the niornin : > <:; P Y g g '''= peak drivers entered the site from both McDonald and 99W, but most exited the site onto 99W. The backup of westbound traffic on McDonald from the signal at 99W t i- g YP <`? 4 cally did not reach the service station driveway in the morning peak. On one of the few occasions that the driveway was blocked there was a left turn into the site. There was a ignigNiii gap in the queue and the entering car was not delayed. None of the left turns into the McDonald driveway resulted in any delay to through eastbound traffic on McDonald. INEN There were no instances where traffic queues on the site extended onto either McDon- ° ald or 99W. =r Durin g evening peak backup the evenin eak hour the backu of westbound traffic on McDonald from the signal at 99W extended beyond the site driveway during most signal cycles. Nonetheless, five cars did make the left turn into the site from McDonald Street. Of > Unlon Station, Suite 206 • 800 N.W. 6th Avenue • Portland, OR 97209 • Phone (503) 248 -0313 • FAX (503) 248 -9251 • r > • • ``LANASTER ENGINEERING Mr. Kimmel August 26, 1996 Page 2 these, one entered the site from the convenience store driveway directly across McDon- ald. The other four were able to find a gap in the westbound traffic and completed the left turn without creating eastbound queues behind them. There were only two left turns out of the site onto McDonald. There were no instances where traffic queues on the site extended onto either McDonald or 99W. As was found in the May report, there was no observed adverse impact on the adjacent streets by site - generated traffic. There was some delay to traffic attempting to exit the site, but these delays did not affect traffic on the adjacent streets. Attached is a summary of the observed trip generation. If there are any questions. regarding this report or if any additional information is needed, please let me know. Yours tru 7- 'Tom R. Lanc; st: , 'E • cc: Ron Cain, Cain Petroleum � �RE O � c3` N O G r22 `91 5, Ai ` s R• LA— ( �1•-`� . rit . :. t ENGINEERING VEHICLE COUNT SUMMARY Chevron Service Station Highway 99W and McDonald Street Tigard August 2, 1996 MCDONALD ST TIME 99W Entering Exiting TOTAL TOTAL TOTAL BEGINS In Out Right In Left In Total Right Out Left Out Total IN OUT ALL 6:30 1 3 1 1 2 2 0 2 3 5 8 6:45 1 5 2 3 5 1 0 1 6 6 12 7:00 0 4 0 3 3 0 0 0 3 4 7 7:15 7 5 2 1 3 2 1 3 10 8 18 7:30 1 3 2 1 3 3 0 3 4 6 10 7:45 2 3 0 2 2 0 0 0 4 3 7 TOTAL 12 23 7 11 18 8 1 9 30 32 62 PEAK HOUR 9 17 6 8 14 6 1 7 23 24 47 4:30 3 4 2 3 5 3 1 4 8 8 16 4:45 7 2 1 1 2 6 1 7 9 9 18 5:00 1 2 2 0 2 2 0 2 3 4 7 5:15 5 3 1 1 2 4 1 5 7 8 15 5:30 1 2 2 2 4 1 2 3 5 5 10 5:45 2 7 5 1 6 4 0 4 8 11 19 TOTAL 19 20 13 8 21 20 5 25 40 45 85 PEAK HOUR 16 11 6 5 11 15 3 18 27 29 56 IiiiNCIISTER ENGINEERING TRIP GENERATION SUMMARY MAY AUGUST 1996 1996 AM Peak Hour 44 47 PM Peak Hour 58 56 iii • traffic effects, then the city engineer should decide what to do. Authority should be delegated to the city engineer to limit access to and/or use of the site to remedy the problem and to require the applicant to submit additional studies to monitor the impact of the remedial measures for a definite, reasonable period of time. Decisions by the city engineer r - should be subject to appeal to the hearings officer. V. CONCLUSIONS Based on the findings provided or incorporated by reference above, the applicant's request does or can comply with the applicable standards of the City of Tigard Community Development Code and should be approved, subject to the conditions of approval in the Staff Report with certain changes. VI. ORDER The applicant's request, CUP 95 -0001 and VAR 95 -0002 (L.P. Bush), is hereby approved. subject to the conditions in Section V of the Staff Report, with the following amendments: 1. Condition of approval 8.D is hereby amended to read as follows: The plan shall state on its face that the building on the site may not be used for retail sales other than sales of motor vehicle- oriented goods and sales of goods commonly sold in vending machines. 2. Condition of approval 10 is hereby amended to read as follows: The applicant shall employ a professional engineer licensed in Oregon with expertise in traffic engineering to study impacts of the on -site stacking distance on traffic on adjoining streets and turning movements into and out of the site. The en shall submit written reports regarding his observations and analysis to the city engineer for review and approval at least quarterly for one year after occupancy of the service station. If, at one year, the city engineer concludes no problems are evident. further studies are not required. If, after one year, the city engineer concludes the lesser stacking distance is or may be causing or contributing to significant adverse traffic effects, then the city engineer shall decide what to do, such as limiting access to and/or use of the site and requiring the applicant to submit additional studies to monitor the impact of the remedial measures for a definite, reasonable period of time. Decisions by the city engineer may be appealed to the hearings officer as provided for administrative decisions in the Development Code. re ATE r this 8th da ∎ 0ay, 1995. .011 ...4 . Larry Epstein, - City of Tigard eangs Officer Page 3 - -- Hearings Officer Final Order CUP 95- 0001NAR 95 -0002 (LP. Bush) • '4AG AS TER E N G INEERING Planning Y May 22, 1996 j Dave Kimmel Planning /Design Group 122 SE 27 Avenue Portland, OR 97214 Dear Mr. Kimmel: As you requested, we have completed a quarterly evaluation of the Chevron service station site on Highway 99W at McDonald Street in Tigard. This first evalua- tion was delayed until about five months after the service station opening date to assure that traffic patterns have stabilized and that transient impacts have dissipated. The service station is in the northeast quadrant of the intersection and has access to both 99W on the west site boundary and McDonald on the south site boundary. A raised median on 99W limits access on the highway to right turns in and right turns out; left turns in and out are physically blocked. The access onto McDonald is a full access with all movements permitted. Directly across from the McDonald service station ac- cess is an access to a convenience store. There are eight fueling positions at the service station. There is no convenience store. The site was observed during two weekday peak periods in May, 1996: 6:30 to 8 AM and 4:30 to 6 PM. During the site observations, both trip generation and traffic operations were noted. To estimate the number of trips that would normally be generated by a service station with eight fueling positions and no convenience store, the trip rates from TRIP GENERATION, Fifth Edition, published by the Institute of Transportation Engineers, were used. Trip rates for ITE land -use code 844, Gasoline /Service Station, were used. The trip generation rate for this land use is based on the number of vehicle fueling po- sitions. For eight fueling positions, a total of 97 trips (total of entering and exiting trips) is estimated for the morning peak hour, and 126 total trips during the evening peak hour. '! . L. i 1., j ! .. ..�.v Union Station, Suite 206 • 800 N.W. 6th Avenue • Portland, OR 97209 • Phone (503) 248 -0313 • FAX (503) 248 -9251 1 • • LANCASTER ENGINEERING Mr. Kimmel May 22, 1996 Page 2 The actual trip generation of this service station is less than half the number of trips estimated by the TRIP GENERATION handbook. There were 44 total trips during the morning peak hour and 58 trips during the evening peak hour. The reasons for the unexpectedly low number of trips may include the access restrictions, local competi- tion, or more fueling positions than necessary. Traffic operations at the site access points were substantially different during the morning and evening peak periods. During both peak periods there were many turning movements on the site itself as drivers positioned themselves to exit on the desired driveway. During the morning peak hour there were entering and exiting cars to and from all directions. The highest - volume movement (ten cars) was the left turn into the site from McDonald. The next highest movements were the right turns into and out of the site on Highway 99W. Of the cars that were exiting the site onto McDonald, the split was nearly equal between left turns and right turns. During the morning peak the backup of westbound traffic on McDonald from the signal at 99W typically did not reach the service station driveway, and left turns could be made into and out of the driveway with very little delay. None of the left turns into the McDonald driveway resulted in any delay to through eastbound traffic on McDonald. There were no instances where traffic queues on the site extended onto ei- ther McDonald or 99W. During the evening peak hour, the backup of westbound traffic on McDonald from the signal at 99W extended beyond the site driveway nearly continuously for the entire hour. As a result, there were no left turns into the site from McDonald, nor were there any attempted left turns. There were only two left turns out of the site onto McDonald. Three other vehicles attempted left turns onto McDonald, but after long delays. the drivers decided to abort the movement and turn to the right. In all three cases, the drivers waited within the site and did not block any traffic on McDonald. There were no instances where traffic queues on the site extended onto either McDon- ald or 99W. Overall, there was no adverse impact on the adjacent streets by site - generated traffic. There was some delay to traffic attempting to exit the site, but these delays did not affect traffic on the adjacent streets. It appears unlikely that site - generated trips will • 1 LANCASTER ENGINEERING Mr. Kimmel May 22, 1996 Page 3 have any impact on the adjacent streets in the future unless there are very large in- creases in the site's trip generation. Attached are pages showing the calculated trip generation from the TRIP GEN- ERATION handbook as well as the actual observed trip generation. If there are any questions regarding this report or if any additional information is needed, please let me know. Yours truly, / Tom R. L: c er, PE EetD Piot, KU t 0 t t� �1— R LNNG l�- ' U ' ' STER ENGINEERING TRIP GENERATION CALCULATIONS Land Use: Gasoline /Service Station Land Use Code: 844 Variable: Vehicle Fueling Positions Variable Quantity: 8 AM PEAK HOUR PM PEAK HOUR Trip Rate: 12.1 Trip Rate: 15.8 Enter Exit Total Enter Exit Total Directional Directional Distribution 0.5 0.5 Distribution 0.5 0.5 Trip Ends 48 48 .' 97 Trip Ends 63 63- 126 WEEKDAY SUNDAY Trip Rate: 175 Trip Rate: 0 Enter Exit Total Enter Exit Total Directional Directional Distribution 0.5 0.5 Distribution 0.5 0.5 Trip Ends 700 700 1400 Trip Ends 0 0 0 Source: TRIP GENERATION, Fifth Edition (1995 Update) • • k `ISTER ENGINEERING VEHICLE COUNT SUMMARY Chevron Service Station Highway 99W and McDonald Street Tigard May 20 -21, 1996 • MCDONALD ST TIME 99W Entering Exiting TOTAL TOTAL TOTAL BEGINS In Out Right In Left In Total Right Out Left Out Total IN OUT ALL 6:30 0 1 0 2 2 1 0 1 2 2 4 6:45 1 0 0 1 1 1 0 1 2 1 3 7:00 1 2 1 2 3 1 2 3 4 5 9 7:15 1 2 1 2 3 1 1 2 4 4 8 7:30 5 3 1 3 4 4 1 5 9 8 17 7:45 1 2 1 3 4 1 2 3 5 5 10 TOTAL 9 10 4 13 17 9 6 15 26 25 51 PEAK HOUR 8 9 4 10 14 7 6 13 22 22 44 4:30 7 3 2 0 2 5 0 5 9 8 17 4:45 3 6 1 0 1 1 0 1 4 7 11 5:00 5 3 3 0 3 3 1 4 8 7 15 5:15 3 3 3 0 3 4 1 5 6 8 14 5:30 8 5 3 0 3 2 0 2 11 7 18 5:45 1 5 2 0 2 0 0 0 3 5 8 TOTAL 27 25 14 0 14 15 2 17 41 42 83 PEAK HOUR 19 17 10 0 10 10 2 12 29 29 58 • • 122 S.E. 27th P l an n i ng/Desi gn Portland, Oregon 97214 P D G G roup Phone: (503) 236 - 6000 Fax: (503) 232 - 2357 November 8, 1995 Mr. Dick Bewersdorf Senior Planner City of Tigard 13125 SW Hall Blvd. Tigard, Oregon 97223 RE: Cain Petroleum Chevron Station Pacific and McDonald Dear Mr. Bewersdorf: The above site has been completed. During construction we were forced to make some minor alterations to the location of the tanks and access by the fuel truck. The initial design showed the truck accessing the site from McDonald and crossing the tanks located between the front island and Pacific Highway. Because of the signal pole footing the tanks had to be relocated closer to the fuel islands, making it impossible for the tank truck to unload. Therefore we altered the truck path to the center of the fuel islands. The new design will require closure of the front island while the tanker is filling the storage tanks. Contrary to the information you received, the truck will not be in the public right -of -way during this time. Attached is a revised site plan clearly showing the new truck path. If you have any questions or need additional information please give me a call at 236 -6000. Sincerely, David P. Kimmel CC: Ron Cain - Cain Petroleum • 0 • 1 ` tv I ath thr ppl Tom. ►.�► AMA. :. er�..rr. i aandadr a tM / / row .M trrw pays / II \ • " - 0O�D97e•E..�e iT "p° - 4- Ito ,°°v"g \ / rvtrb rd repine/no a ' Okra doing,x \ / , j _. rr -0• — r—� Co. poem ante. *room J \ . , O E r , id • • ` • ' kd local 612114 / �� # a - � .. ' n ' .rwl 4 _ acoponloo No \(f� � `{� / / 0 • truorson • oor raptor for GT �__ , ` 0 • lool by 16o .06. .wnt,. L i • • • r if ary atlreraperrt. b. ' , \ ",. • \ ` / r For ..prank plot a grad. done.. O _ �` \ \ • contra:1m for Woo Atom / _ • `�� • e' \ 0. \ ta-0• g l A ha nor born shin / o ` \ • ,--:•a0 — 4r- • 7.' • ovicting M 4t, e �\ ,� \ :: \: 0 \ O P. hrokh and M+v„a ammo 066711147 \ i ..\ wed a• lac annt riall en:eanuc S 1 \ r ' / �' L .ow.d Few COOT 67,404P236 4 . • \ \ \ • ,-- ' 8 aL 0661 ;'. 1110 .0. o as a ,. •. \ z \ \ \ 4 P . \ *Akt■ .- 't ,. , . ..d. AIIII a l V . \ or O 1 1__ r • • o/ cn14 `3 vor119 100•1101.1. I r► >o \ • a .1 \ I I t 0 r . • • i ' AL . • 77/ 4 , / / / / /�, • „7 ,, / , /� •--.-7—.7 r iii:7'%'..1 7 ./ oaentaurwrrou .e.... /ia�, . ii/ ����j�j... / /// ; / j Y^' DHt41L0 � � , i 000242 POWER PO .... ........... $ w ��` ewe • . -..,.. __,----- \` \ a x -----0--- \ I MC DONALD et. \ \ + — _ \ • 0 .... • A 1 y ,r�l ll \� �� \�\ � ��. CITY OF TIGARD : \. \ \ OREGON \ . \ \ \ � \�a.:\ ,� \�, y � Y\ :� TIGARD BEARINGS OFFICER \fit\ \ *�` `\ \\ \•: \ \ \ \' • \ : ti �a ` : \\ \e PUBLIC NOTICE: 'Anyone wishing to speak on an agenda item should sign on the appropriate sign -up sheet(s). Assistive Listening Devices are available for persons with impaired hearing and should be scheduled for Planning Commission meetings by noon on the Monday prior to the meeting. Please call (503) 639 -4171, Ext. 320 (voice) or (503) 684 -2772 (TDD - Telecommunications Devices for the Deaf). Upon request, the City will also endeavor to arrange for the following services: • Qualified sign language interpreters for persons with speech or hearing impairments; and • Qualified bilingual interpreters. • Since these services must be scheduled with outside service providers, it is important to allow as much lead time as possible. Please notify the City of your need by 5:00 p.m. on the Wednesday preceding the meeting date at the same phone numbers as listed above. (OVER FOR MEETING AGENDA ITEMS) TIGARD HEARINGS OFFICER - 4/24/95 PAGE 1 OF 3 h: \login\pattyh oagend4.24 CITY OF TIGARD HEARINGS OFFICER APRIL 24, 1995 - 7:00 P.M. AGENDA 1. CALL TO ORDER 2. PUBLIC HEARING 2.1 CONDITIONAL USE PERMIT (CUP) 95 -0002 MAGNO - HUMPHRIES ADDITION LOCATION: 8800 SW Commercial Street (WCTM 2S1 2AD, tax lot 1203). A request for a Major Modification to the approved Conditional Use Permit to allow a 15,000 square foot warehouse building on a site with an existing warehouse and food processing use. APPLICABLE REVIEW CRITERIA: Community Development Code Section 18.66, 18.96, 18.100, 18.102, 18.106, 18.108, 18.120, 18.130 and 18.164. ZONE: Central Business District (CBD). The CBD zone allows a range of concentrated commercial office retail, high density residential, mixed uses and limited industrial uses. 2.2 SITE DEVELOPMENT REVIEW (SDR) 95- 0002 /SENSITIVE LANDS REVIEW (SLR) 95- 0003 SCHOLLS BUSINESS CENTER EXPANSION. LOCATION: Southwest end of SW Nimbus Avenue (WCTM 1S1 34AD, tax lot 6200). A request for the following development applications: 1.) Site Development review to develop 41,786 square feet of office and industrial space. 2.) Sensitive Lands review to perform grading work within adjoining 100 year flood plain areas. APPLICABLE REVIEW CRITERIA: Community Development Code Sections 18.32, 18.68, 18.84, 18.100, 18.102, 18.106, 18.108, 18.114 18.120 and 18.164. ZONE: The site is zoned Industrial Park (I -P). The I -P zone allows public agency administrative services, public support facilities, professional and administrative services, financial, insurance, and real estate services, business support services, manufacturing of finished products, packaging and processing, wholesale, storage, and distribution, among other uses and is encouraged to be developed in an industrial park setting. TIGARD HEARINGS OFFICER - 4/24/95 PAGE 2 OF 3 h: \login\patty\hoagend4.24 • 2.3 SUBDIVISION (SUB) 95 -0001 /SENSITIVE LANDS REVIEW (SLR) 95 -0004 WILMINGTON HEIGHTS /CASCADE COMMUNITIES LOCATION: At SW 3 Greenfield Drive, south of the Mountain Highlands Subdivision (WCTM 2S1 9AA, tax lot 1200). A request for Subdivision preliminary plat approval to subdivide an existing parcel into 11 parcels. Portions of the site contain 25% slopes which also requires sensitive lands review. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.26, 18.52, 18.84, 18.88, 18.92, 18.102, 18.106, 18.108, 18.114, 18.150, 18,160 and 18.164; Comprehensive Plan Policies 2.1.1, 4.2.1, 7.1.2, 7.3.1, 7.4.4, 7.6.1, 8.1.1 and 8.1.3. ZONE: The site is zoned R -7. The R -7 zone permits a range of single family detached and attached units for medium density residential. 2.4 CONDITIONAL USE PERMIT (CUP) 95- 0001/VARIANCE (VAR) 95 -0002 HARDY /BUSH /CHEVRON. A request for the following development applications: 1.) Conditional Use approval to allow the construction of a gasoline service station; and 2.) Variance approval for a reduction of the required 75 foot setback from the driveway to the nearest fuel pump. LOCATION: 13970 SW Pacific Highway (WCTM 2S1 3DD, tax lot 1200). Northeast corner of the intersection of SW McDonald Street and SW Pacific Highway. APPLICABLE REVIEW CRITERIA: Community Development Code Sections 18.62, 18.90, 18.96, 18.100, 18.102, 18.104, 18.106, 18.108, 18.116, 18.120, 18.130, 18.134, 18.164. ZONE: C -G (General Commercial). The General Commercial zone allows public agency and administrative services, public support facilities, professional and administrative services, financial, insurance, and real estate services, business support services, general retail sales, eating and drinking establishments, among other uses. 3. OTHER BUSINESS 4. ADJOURNMENT TIGARD HEARINGS OFFICER - 4/24/95 PAGE 3 OF 3 h :Vogin\pattyhoagend4.24 • • AGENDA ITEM 2.4 BEFORE THE LAND USE HEARINGS OFFICER FOR THE CITY OF TIGARD, OREGON Regarding an application by Don Hardy, representing STAFF REPORT L.P. Bush Inc., to allow the development of a gasoline CUP 95 -0001 service station, canopy and 200 square foot office/ VAR 95 -0002 convenience store: I. SUMMARY OF THE REQUEST CASE: Conditional Use Permit CUP 95 -0001 Variance CUP 95 -0002 SUMMARY: A request for Conditional Use approval to allow the construction of a gasoline service station, canopy and 200 square foot office /convenience store. • APPLICANT: Don Hardy OWNER: L.P. Bush Inc. 122 SE 27th 2624 Pacific Ave Portland, OR 97214 Forest Grove, OR 97116 COMPREHENSIVE PLAN DESIGNATION: General Commercial ZONING DESIGNATION: C -G (General Commercial) LOCATION: 13970 SW Pacific Highway (WCTM 2S1 03DD, Tax Lot 1200). The northeast corner of SW Pacific Highway and SW McDonald Street. APPLICABLE LAW: Community Development Code Chapters 18.62.040, 18.62.050, 18.96.020, 18.100.015, 18.100.030, 18.100.035, 18.100.110, 18.102, 18.104.020, 18.106.020(0), 18.106.030(C)(14), 18.106.040(A)(1), 18.106.050(N), 18.106.060(A), 18.108.050(A), 18.108.080, 18.114, 18.116, 18.130.040, 18.130.150(C)(30), 18.134, 18.164.030(A) and (E), 18.164.070, 18.164.090, 18.164.100, and Comprehensive Plan Policies 2.1.1, 4.2.1, 7.1.2, 7.3.1, 7.4.4, 7.5.2, 7.6.1, 8.1.1, and 8.1.3. STAFF RECOMMENDATION: Approval subject to conditions. HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Pagel • • H. SITE AND VICINITY INFORMATION A. Background Information: The site has been developed with a gasoline service station. The applicant received a demolition permit to remove the existing station. No other development applications have been recieved by the City. • B. Site Information and Proposal Description: The 12,440 square foot site has approximately 109 feet of frontage on SW Pacific Highway and approximately 130 feet of frontage on SW McDonald Street. The site is relatively flat and has been developed with service station. The applicant requests Conditional Use approval to allow the construction of a new gasoline service station. The new station will consist of four multi- product dispensers with two dispensers per island. The dispensers will be covered by a 38 foot by 53 foot canopy, and a 200 square foot office /restroom and small convenience store will be built. C. Vicinity Information: Properties to the north, south, east, and west are zoned C -G (General Commercial) and are developed with a mix of commercial uses. The uses located at the intersection include another service station, restaurant and book store. HI. EVALUATION OF REQUEST A. Community Development Code: 1. Chapter 18.62.040 lists Vehicle Fuel Sales as a Conditional Use in the C -G zone. 2. Chapter 18.130.040 contains the following general approval criteria for a Conditional Use: 1) The site size and dimensions provide adequate area for the needs of the proposed use; HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Paget • • 2) The characteristics of the site are suitable for the proposed use considering size, shape, location, topography, and natural features. 3) All required public facilities have adequate capacity to serve the proposal. 4) The applicable requirements of the zoning district are met except as modified by this chapter. 5) The supplementary requirements set forth in Chapter 18.114 (Signs) and Section 18.120.180 (Approval Standards) Site Development Review, if applicable, are met. 6) The use will comply with the applicable policies of the Comprehensive Plan. The development of a gasoline service station in an C -G zone requires a Conditional Use approval. The site size and dimensions provide adequate area for the proposed use given the reduction in the required 75 foot setback requirement. Site characteristics are suitable as there are no significant trees, water courses, wetlands or other natural features on the site. Adequate public facilities are available to serve this proposal. Compliance with the applicable zoning district requirements, site development review and Comprehensive Plan Policies can be satisfied by this proposal as demonstrated by the analysis presented within this report and review process. 3. Section 18.130.150(C)(28) contains the following additional Conditional Use criteria for Vehicle Fuel Sales with convenience sales: A) The lot area and dimensional requirements of the underlying zoning district shall apply; and B) Additional requirements shall apply as required by the underlying zoning district. As discussed below, dimensional requirements are satisfied. Additional code requirements can be satisfied by this proposal as demonstrated by the analysis presented within this report and review process. 4. Section 18.62.050 (C -G Zone) states that there is no minimum lot size requirement. The minimum lot width requirement is 50 feet. There are no setback requirements except 20 feet where the C -G zone abuts a residential zoning district. This site does not abut a residential zoning district. The proposed building is approximately 11 feet in height, well under the 45 foot HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page3 • • maximum height. The minimum landscape requirement shall be 15 percent. The applicant is proposing approximately 2,192 square feet (17 %) of landscaping. The applicant has been conditioned to provide additional right -of -way which will impact the square footage of the site and landscaped area requirement. A revised landscape / impervious surface calculation shall be submitted which provides for a minimum of 15 percent landscaping in accordance with this section. 5. Section 18.96.020 (Additional Yard Setback Requirements) requires that the building setback on SW Pacific Highway (an Arterial street) shall be the setback distance required by the zoning district plus 50 feet measured from the centerline of the street and that the building setback on SW McDonald Street (a collector street) shall be the setback distance required by the zoning district plus 30 feet measured from the centerline of the street. As indicated on the site plan, these setback standards are satisfied. 6. Section 18.120.180(A)(1) (Site Development Review - Approval Standards) requires that a development proposal be found to be consistent with the various standards of the Community Development Code. The applicable criteria in this case are chapters 18.96, 18.100, 18.102, 18.106, 18.108, 18.114, 18.120, and 18.164. The proposal's consistency with these Code Chapters is reviewed in the following sections. The proposal contains no elements related to the provisions of Code Chapters 18.84 (Sensitive Lands), 18.80 (Planned Development), 18.92 (Density Computations), 18.94 (Manufactured/ Mobile Home Regulations), 18.98 (Building Height Limitations: Exceptions), or 18.144 (Accessory Use and Structures) which are also listed under section 18.120.180.A.1. These Chapters are therefore found to be inapplicable as approval standards. Code section 18.120.180.A.2 provides other Site Development Review approval standards not necessarily covered by the provisions of the previously listed sections. These other standards are addressed immediately below. The proposal contains no elements related to the provisions of 18.120.180.3 (Exterior Elevations), 18.120.180.5 (Privacy and Noise), 18.120.180.6 (Private Outdoor Areas: Residential Use), 18.120.180.7 (Shared Oudoor Recreation Areas: Residential Use), 18.120.180.8 (Sensitive Lands), 18.120.180.9 (Demarcation of Spaces), and are therefore found to be inapplicable as approval standards. HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page4 • • Relationship to the Natural and Physical Environment: Section 18.120.180.2 states that buildings shall be located to preserve existing trees, topography, and natural drainage and that trees having a six inch caliper or greater shall be preserved or replaced by new plantings of equal character. The site is in the process of re- developement and does not contain natural drainage or existing trees in need of preservation. Buffering, Screening and Compatibility between adjoining uses: Section 18.120.108.4(A) states that buffering shall be provided between different types of land uses. This criteria is not applicable as the proposal does not abut a different use as outlined in the Buffer Matrix (18.100.130). Section 18.120.108.4(B) states that on -site screening from view of adjoining properties of such things as service and storage areas, parking lots, and mechanical devices on roof tops shall be provided. A revised plan shall be submitted which shows how any mechanical devices on the roof shall be screened, year round, from adjoining properties and the public street. Crime Prevention and Safety: Section 18.120.108.10 requires that exterior lighting levels be selected and the angles shall be oriented towards areas vulnerable to crime and shall be placed in areas having heavy pedestrian or vehicular traffic. An exterior lighting plan has been submitted and approved by the Tigard Police Department. 7. Section 18.100 contains standards for landscaping and screening. a. Section 18.100.015 requires that the applicant submit a landscaping plan, and that the approval standards are the applicable standards contained in Section 18.100 and which are listed below: b. Section 18.100.030 (Street Trees) states that all development projects fronting on a public, private street, or a private driveway more than 100 feet in length shall be required to plant street trees in accordance with the standards in Section 18.100.035. Section 18.100.035(A) requires that landscaping in the front and exterior side yards shall include trees with a minimum caliper of two inches at four feet in height as specified in the requirements stated in subsection 18.100.035(B). Section 18.100.035(B) 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 landscape plan shows the provision of HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Pages • • 5 red maple trees, with a 2 inch caliper, to be planted along both street frontages, thereby satisfying this criteria. c. Section 18.100.110 (Screening: Special Provisions) lists the specifications for providing screening for parking and loading areas. Section 18.100.110(A) (Screening of Parking and Loading Areas) 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 landscaped islands in all parking areas, and shall be equally distributed on the basis of one tree for each seven parking spaces in order to provide a canopy effect. The minimum dimension on the landscape islands shall be three feet and the landscaping shall be protected from vehicular damage by some form of wheel guard or curb. A revised site plans shall be submitted which provides for parking lot trees adjacent to the proposed parking areas and increased screening of the parking and fueling area, in accordance with this section. Section 18.100.110(B) and (D) (Screening of Refuse Containers and Service Facilities) requires that such facilities be screened or enclosed from view by placement of a solid wood fence, masonry wall or evergreen hedge. The plan indicates screening with a cyclone fence. A revised plan shall be submitted which provides screening in accordance with this section. 8. Section 18.102.020 (Visual Clearance) requires that a clear vision area shall be maintained on the corners of all property adjacent to intersecting right -of -ways or the intersection of a public street and a private driveway. A clear vision area shall contain no vehicle, hedge, planting, fence, wall structure, or temporary or permanent obstruction exceeding three feet in height. The code provides that obstructions which may be located in this area shall be visually clear between three and eight feet in height (trees may be placed within this area provided all branches below eight feet are removed). A visual clearance area is the triangular area formed by measuring a 30 foot distance along the street right -of -way and the driveway and then connecting these two 30 foot distance points with a straight line. As indicated on the site plan, vision clearance criteria is satisfied. HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page6 • • 9. Section 18.104.020 (Fuel Tank Installations) requires that all underground fuel tank and above - ground stationary fuel storage containers may be installed in all districts provided that: A) All fuel tank installations must be reviewed and approved by the Buiding Official; and B) Application for the necessary permits from the Building Official shall be accompanied by a signed, approved document from the applicable fire district. The applicant shall submitt documentation of the approved Building Official and Fire District approvals. 10. Section 18.106 (Off - Street Parking and Loading) contains standards for parking and loading. a. Section 18.106.030(C)(14) (Parking) requires that one parking space be provided per 400 square feet of gross floor area for convenience sales, but not less than 4 spaces per establishment. The plan shows the provision of 4 parking spaces, thereby satisfying this criteria. b. Section 18.106.050(N) requires that artificial lighting on all off - street parking facilities shall be designed to deflect all light so as not to create a hazard to the public use of any road or street. As indicated on the site plan, lighting shall satisfy this criteria. c. The Americans with Disabilities Act (ADA), which became effective on January 26, 1992, requires 1 disabled parking space if 1 to 25 parking spaces are provided. As indicated on the site plan, one disabled parking space is provided thereby satisfying this criteria. d. Section 18.106.020(0) (Bicycle Parking) requires one bicycle parking rack space for each 15 vehicular parking spaces in any development. Bicycle parking areas shall not be located within parking aisles, landscape areas, or pedestrian ways. As indicated on the site plan, one bicycle parking space has been provided. e. Section 18.106.040(A)(1) (Compact Car Spaces) allows up to 40% of the required parking spaces to be compact. All four of the proposed parking spaces are standard size spaces. f. Section 18.106.060(A) (On -Site Vehicle Stacking Areas) requires that gasoline service stations provide an area for inbound vehicles of 75 feet HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Pagel • • between the curb cut and nearest pump. Section 18.106.060(B) grants the approval authority, upon request, to allow reduction in the amount of vehicle stacking area if such a reduction is deemed appropriate after analysis of the size and location of the development, limited services available, etc. The applicants plan provides only 40 feet from SW Pacific Highway to the nearest pump and 40 feet from SW McDonald Street. The applicant requesting for a variance approval from the 75 foot setback requirement to allow the proposed 40 foot setback. The variance is addressed in section 18.134 below. 11. Section 18.108.080 (Access and Circulation - Minimum Requirements) requires that commercial uses which provide fewer than 100 parking spaces to provide one access with a width of 30 feet, with 24 feet of pavement width. In addition, section 18.120.180 (A)(11)(b) requires that circulation patterns within a development be designed to accomodate emergency vehicles. The plan shows the provision of two access drives of 30 foot width, thereby satisfying this criteria. 12. Section 18.108.050(A) requires that a walkway be extended from the ground floor entrance of the structure to the street which provides the required ingress and egress. Walkways shall provide convenient connections between buildings. Unless impractical , walkways shall be constructed between a new development and neighboring developments. Revised plans shall be submitted which provide walkway connections from the entrance of the store to SW Pacific Highway, in accordance with this section. 13. Section 18.114.130 (C) (Signs) lists the type of allowable signs and sign area permitted in the C -G zone. All signs shall conform to the provisions listed in this code section. 14. Section 18.116 (Mixed Solid Waste and Recyclable Storage) requires that new construction incorporates functional and adequate space for on -site storage and efficient collection of mixed solid waste and source separated recyclables prior to pick -up and removal by haulers. The applicant shall choose one of the following four methods to demonstrate compliance: Minimum standard, Waste assessment, Comprehensive recycling plan, or Franchised hauler review and sign -off. The applicant shall submit evidence or a plan which indicates compliance with this section. The applicant shall also provide a written sign - HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page8 • • off from the franchise hauler related to the location and compatibility of service equipment. 15. Section 18.134.050 (Variance) provides standards for granting a variance: 1. The proposed variance will not be materially detrimental to the purposes of this title, be in conflict with the policies of the Comprehensive Plan, to any other applicable policies and standards, and to other properties in the same zoning district or vicinity. This variance will not be in conflict with other standards as the Code allows reductions in vehicle stacking areas. Section 18.106.060(B) grants the approval authority, upon request, to allow reduction in the amount of vehicle stacking area if such a reduction is deemed appropriate after analysis of the size and location of the development, limited services available, etc. All other standards and policies shall be complied with as discussed in this report. The purpose of the 75 foot setback is to provide stacking area for incoming traffic. The applicant has designed the site to provide for maximum efficiency. The design allows a 3 car stacking area using a car length of 15 feet, with space in between vehicles. The canopy and fuel dispenser orientation provides the maximum distance from the driveway curb to the dispensers. The fuel island spacing is capable of fueling two vehicles at once. Additionally, a pass - through lane is designed in the center of the station to allow customers to reach the forward dispenser if a vehicle is fueling at the rear dispenser. Customers will be informed to pull to the most forward pump with directional signage. The applicant has not provided a traffic report or other evidence which supports or verifies that the proposed design will function so as to not impact the adjoining streets. The applicant, as a condition of approval, shall be required to submit to the Engineering Department a traffic report which documents the volume and functioning of the modified stacking lane. This data shall be submitted quarterly and must be prepared by a registered traffic engineer. Evaluation of this proposed conditional use shall be based upon this report. Should the report provide evidence that the stacking area is not functioning satisfactorily, this conditional use permit shall be modified to ensure proper functioning or shall be revoked. 2. There are special circumstances that exist which are peculiar to the lot size or shape, topography or other circumstances over which the applicant has no control, and which are not applicable to other properties in the HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page9 • • same zoning district. The special circumstances which exist include the lots size, shape, corner lot location and the newly imposed requirements for stacking. The site is approximately 12,440 square feet and has approximately 109 feet of frontage on SW Pacific Highway and approximately 130 feet of frontage on SW McDonald Street. The lots irregular shape and corner lot orientation provides only 110 feet between the two access points, which are located on opposite frontages. The only other solution for providing the 75 foot stacking distance would be to close one of the driveways. 3. The use proposed will be the same as permitted under this title and City standards will be maintained to the greatest extent that is reasonably possible while permitting some economic use of the land. The requested variance will in no way affect the Conditional Use status of the proposed gas station. All other City standards will be maintained, as discussed in this analysis. 4. Exisiting physical and natural systems, such as but not limited to traffic, drainage, dramatic land forms, or parks will not be adversely affected any more than would occur if the development were located as specified in this title. Existing physical and natural systems will not be adversely affected any more than would occur if the variance were not requested. This is due in part to the fact that this is a previously developed site which is being rebuilt as a new service station. Drainage will be connected to an approved system and the traffic study conclude that the proposed development will not effect the existing traffic service level on SW Pacific Highway of SW McDonald Street. 5. The hardship is not self - imposed and the variance requested is the minimum variance which would alleviate the hardship. The hardship related to this variance is not self - imposed as the applicant has no control over the size and shape of the site or location of the existing streets. The requested variance is the minimum variance which would alleviate the hardship as this reduction enables the applicant to utilize the site while providing a design which allows for on -site stacking options. 16. Chapter 18.164 contains standards for streets and utilities. HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page10 • • a. Section 18.164.030(Al requires streets within and adjoining a development to be dedicated and improved based on the classification of the street. b. Section 18.164.030(El requires an arterial street to have a minimum 60 foot right -of -way and a major collector street to have a minimum 60 foot right -of -way with a 44 foot minimum roadway width, and 2 -3 moving lanes. c. Section 18.164.070(A)(1)(b) requires sidewalks adjoining both sides of arterial and collector streets. d. Section 18.164.090 requires sanitary sewer service. e. Section 18.164.100 requires adequate provisions for storm water runoff and dedication of easements for storm drainage facilities. PUBLIC FACILITY CONCERNS: Sections 18.164.030 (Streets), 18.164.090 (Sanitary Sewer), and 18.164.100 (Storm Drains) shall be satisfied as specified below: 1. STREETS: The applicant has submitted a traffic study entitled "Highway 99W Near McDonald Street - Traffic Analysis Report" as prepared by Keech Associates, Inc., dated August 9, 1994. The report analyzes the effects of the additional traffic from the site's proposed driveways, one on SW Pacific Highway, a State Highway, and one on SW McDonald Street, and the impact to the existing and proposed traffic at the traffic signal at the intersection of SW Gaarde Street/SW McDonald Street with SW Pacific Highway. The report concludes that the driveway onto SW Pacific Highway, with a right turn in/out only option provides the best circulation for both the site conditions and the highway /street intersection, and the applicant has incorporated this design on the site plan. In addition, the report indicates that a right turn lane on the westbound leg of SW McDonald Street would be necessary for the anticipated future "Total Traffic" HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page 11 • • conditions. Included in the recommendations from the State Highway Department (ODOT) is the installation of the right turn lane. At the request of the applicant, a meeting was held to discuss the alternatives that would implement the recommended right turn lane. It was agreed that the extra widening should be shared between both sides of SW McDonald Street by dedicating an additional 6 feet on each side. The right turn lane would be constructed in stages with the north curb line being relocated with this application, and the south curb line to be relocated in the future. The applicant should modify their site plan to show the widening of the existing northerly curb lane construction to 28 feet from centerline and dedicate 6 feet of additional street right -of -way. Also, the drivewway on SW McDonald Street shall be widened to 45 feet to accomodate delivery truck requirements. The street widening construction is eligible for TIF credit. The applicant shall obtain a Public Improvement Permit for the construction in SW McDonald Street. The driveway location in SW McDonald Street shall be approved by the Engineering Department. The applicant is required to obtain a revised ODOT access permit for their connection to SW Pacific Highway. The highway has been constructed to current State standards and no additional right -of -way or street construction is required. The existing power poles and overhead lines serving the area are located along both sides of SW Pacific Highway and along the SW McDonald Street frontages, and the applicant should place the facilities located along this frontage underground, or pay the fee in -lieu of undergrounding. 2. SANITARY SEWER: The site is served by the existing 8 inch public sanitary sewer located in SW McDonald Street with a 6" lateral. The applicant's utility plan should be revised to show an extension of the existing lateral to a point 3 feet north of the new street dedication and a cleanout constructed to grade. The existing main sewer has sufficient capacity for the project. 3. STORM SEWER: HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page12 • • The site was previously developed as a service station and was improved with asphalt and portland cement pavements. There is no additional impervious areas created by the new construction. The proposed utility plan shows an underground storm drain system connecting to the existing underground system in the State Highway. The Unified Sewerage Agency has established and the City has agreed to enforce (Resolution and Order No. 91 -47) Surface Water Management Regulations requiring the construction of on -site water quality facilities or fees in -lieu of their construction. Section 7.02 of the R & 0 states that: "The provisions of Chapter 7 shall apply to all activities which create new or additional impervious surfaces... ". Since the intended use will not create any new impervious surfaces this application is not required to install a on -site water quality facility or pay a fee in -lieu of construction. B. Applicable Comprehensive Plan Policies. 1. Policy 2.1.1 provides the City will assure that citizens will be provided an opportunity to participate in all phases of the planning and development review process. Policy 2.1.1 is satisfied because the applicant was required to hold a neighborhood meeting with nearby property owners, notice of the application and public hearing on this item was provided to owners of property in the vicinity of the site and in a newspaper of general circulation. The site has also been posted with a sign which states that a land use development application is pending for this property. 2. Policy 4.2.1 provides that all development within the Tigard urban planning area shall comply with applicable federal, state and regional water quality standards. Policy 4.2.1 is satisfied as the proposed utility plan shows an underground storm drain system connecting to the existing underground system in the State Highway. 3. Policy 7.1.2 provides the City will require, as a condition of development approval, that public water, sewer, and storm drainage will be provided and designed to City standards and utilities placed underground. This policy is satisfied as addressed below. 4. Policy 7.3.1 provides the City will coordinate water services with water districts. This policy is satisfied as addressed below. HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Pagel3 • • 5. Policy 7.4.4 requires all new development to be connected to an approved sanitary sewer system. The conditional use complies with Policies 7.1.2, 7.3.1, and 7.4.4 because the serving Private Utility Companies and Public Agencies have been provided with copies of the proposed development application. • Public facility services are adequate to serve this proposal or shall be conditioned to be provided. 6. Policy 7.5.2 provides that as a part of the ongoing development review, the City shall require the Tigard Police Department to review development applications. The Police Department was provided with a copy of the development plan in compliance with Policy 7.5.2. The Police Department has not provided any objections to the provision of service in this area to this development as it has been designed. 7. Policy 7.6.1 provides that the City shall require as a precondition to development that: A) The development be served by a water system having adequate water pressure for fire protection purposed; B) The development shall not reduce the water pressure in the area below a level adequate for fire protection purposes; and C) The applicable fire district review all applications. Tualatin Valley Fire and Rescue was provided with a copy of the development plan in compliance with Policy 7.6.1. The Fire Department has not provided any objections to the provision of service in this area to this development. 8. Policy 8.1.1 provides the City will plan for a safe and efficient street and roadway system that meets current needs and anticipated future growth and development. This policy is satisfied as addressed below. 9. Policy 8.1.3 provides the City will require as a precondition of approval that: A) Development abut a dedicated street or have other adequate access; B) Street right -of -way shall be dedicated where the street is substandard in width; C) The developer shall commit to construction of the streets, curbs, sidewalks to City standards within the development; D) The developer shall participate in the improvement of existing streets, curbs, and sidewalks to the extent of the development's impacts; E) Street improvements shall be made and street signs or signals shall be provided when the development is found to create or intensify a traffic hazard. This application complies with Policies 8.1.1 and 8.1.3 because the public improvements to the public streets adjoining this site will be required to be consistent with the City of Tigard road improvement HEARINGS OFFICER - CUP 95- 0001NAR 95 -0002 - HARDY/BUSH/CHEVRON Pagel4 • • standards. The street and access plans do not appear to raise any significant capacity concerns. IV. AGENCY COMMENTS 1. The City of Tigard Engineering Department has reviewed the proposal and has provided comments which are summarized in the analysis of Section 18.164. 2. The Oregon Department of Transportation has reviewed this proposal and has offered the following comments: 1) A right turn lane must be provided on the westbound approach of McDonald Street to improve levels of service; 2) A traffic study will be required to determine the impact on the state highway; 3) The existing sidewalk and curb must be improved to meet current ODOT and ADA standards; 4) On -site detention will be required if the applicant wants to connect onto the storm drainage/ sewer system in the state right -of -way; 5) ODOT will require a permit for all work performed on state right -of -way. 3. Unified Sewerage Agency has no objection but suggests that an industrial waste permit may be required. 4. GTE states that the developer is to provide conduits per GTE specifications. 5. The City of Tigard Building Division, Tigard Police Department, Tigard Water District, Tigard Maintenance Services, Tualatin Valley Fire and Rescue, and Portland General Electric have reviewed the proposal and have offered no comments or objections. V. CONCLUSION AND RECOMMENDATION The Planning Division concludes that the Conditional Use request will promote the general welfare of the City and will not be significantly detrimental nor injurious to surrounding properties provided that development which occurs after this decision complies with applicable local state and federal laws. In recognition of the findings, staff recommends APPROVAL of Conditional Use Permit CUP 95- 0001/VAR 95 -0002 subject to the following conditions: HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page15 • • ALL CONDITIONS SHALL BE SATISFIED OR COMPLETION SHALL BE FINANCIALLY ASSURED PRIOR TO THE ISSUANCE OF BUILDING PERMITS. UNLESS OTHERWISE NOTED, THE STAFF CONTACT FOR ALL CONDITIONS SHALL BE MICHAEL ANDERSON IN THE ENGINEERING DEPARTMENT, 639 -4171. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT THE FOLLOWING CONDITIONS SHALL BE SATISFIED OR FINANCIALLY SECURED: 1. The applicant shall obtain a permit from the State of Oregon Highway Division, to perform work within the right -of -way of SW Pacific Highway (99W). A copy of the permit shall be provided to the City Engineering Department prior to issuance of the building permit. STAFF CONTACT: Michael Anderson, Engineering Dept. (639- 4171). 2. Additional right -of -way shall be dedicated to the Public along the SW McDonald Street frontage to increase the right -of -way to 36 feet from the centerline. The description shall be tied to the existing right -of -way centerline. The dedication document shall be on City forms. The forms and instructions are available at the Public Counter and/or from the Engineering Department. STAFF CONTACT:Diane Jelderks, Engineering Dept. (639- 4171). 3. The applicant shall install street improvements to widen SW McDonald Street to provide for the westbound curb lane at a location 28 feet from centerline and the construction shall include concrete curb, sidewalk, driveway apron, asphaltic concrete pavement, streetlights, private sewer line extension and underground utilities along the site frontage. Improvements shall be designed and constructed to collector street standards and shall conform to an alignment as approved by the Engineering Department. The driveway width shall be increased to 45 feet. STAFF CONTACT: Michael Anderson, Engineering Department (639 -4171) 4. Three (3) sets of detailed public improvement plans and profile construction drawings shall be submitted for preliminary review to the Engineering Department. Seven (7) sets of approved drawings and one (1) itemized construction cost estimate, all prepared by a Professional Engineer, shall be submitted for final review and approval (NOTE: these plans are in addition to any drawings required by the Building Division and should only include sheets relevant to public improvements. STAFF CONTACT:John Hagman, Engineering Department (639- 4171). HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page16 • • 5. The applicant shall execute a Public Improvement Agreement with the City and obtain a permit for the construction of the required improvements. The agreement shall provide for the work to be constructed under the direct supervision and inspection by a Professional Civil Engineer, in accordance with the Developer - Engineer agreement shown in the City Standard Specifications. 6. The applicant shall underground the existing overhead utilities along the southeasterly side of Pacific Highway and along the northerly side of SW McDonald Street, or pay the fee in -lieu of undergrounding. STAFF CONTACT: Michael Anderson, Engineering Dept. (639 -4171) 7. All fuel tank installations must be reviewed and approved by the Buiding Official. Application for the necessary permits from the Building Official shall be accompanied by a signed, approved document from the applicable fire district. 8. Revised site and landscape plans shall be submitted for review by the Planning Division, Staff Contact: Will D'Andrea. The revised plans shall include the following: a. Screening of any mechanical devices on the roof from adjoining properties and the public street. b. Parking lot trees adjacent to the proposed parking areas. Increased screening of the parking and fueling area on the perimeter of the site. c. Screening of the trash container by placement of a solid wood fence, masonry wall or evergreen hedge. d. Walkway connection from the entrance of the store to SW Pacific Highway. e. Revised landscape / impervious surface calculation shall be submitted which provides for a minimum of 15 percent landscaping. f. A plan which shows compliance with Community Development Code Chapter 18.116, Mixed Solid Waste and Recyclable Storage. The applicant shall choose one of the following four methods to demonstrate compliance: Minimum Standard, Waste Assessment, Comprehensive Recycling Plan or Franchised Hauler Review and Sign -off. The applicant shall also provide a written sign - off from the franchise hauler related to the location and compatibility of service equipment. HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page17 • • THE FOLLOWING CONDITION(S) SHOULD BE REQUIRED PRIOR TO THE CERTIFICATE OF OCCUPANCY: 9. All site improvements shall be installed as per the approved revised site plans. 10. The applicant shall be required to submit to the Engineering Department a traffic report which documents the volume and functioning of the modified stacking lane. This data shall be submitted quarterly and must be prepared by a registered traffic engineer. Evaluation of this proposed conditional use shall be based upon this report. Should the report provide evidence that the stacking area is not functioning satisfactorily, this conditional use permit shall be modified to ensure proper functioning or shall be revoked. IN ADDITION THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF THE COMMUNITY DEVELOPMENT CODE; THIS IS NOT AN EXCLUSIVE LIST. 1. SECTION 18.160.170 Improvement Agreement A. Before approved construction plans are issued by the City, the Applicant (subdivider) shall: 1. Execute and file an agreement with the City Engineer specifying the period within which all required improvements and repairs shall be completed; and 2. Include in the agreement provisions that if such work is not completed within the period specified, the City may complete the work and recover the full cost and expenses from the applicant. B. The agreement shall stipulate improvement fees and deposits as may be required to be paid and may also provide for the construction of the improvements in stages and for the extension of time under specific conditions therein stated in the contract. 2. SECTION 18.160.180 Bond HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page 18 • 1 A. As required by Section 18.160.170, the applicant shall file with the agreement an assurance of performance supported by one of the following: 1. An irrevocable letter of credit executed by a financial institution authorized to transact business in the State of Oregon; 2. A surety bond executed by a surety company authorized to transact business in the State of Oregon which remains in force until the surety company is notified by the City in writing that it may be terminated; or 3. Cash. B. The applicant shall furnish to the City Engineer an itemized improvement estimate, certified by a registered civil engineer, to assist the City Engineer in calculating the amount of the performance assurance. C. The applicant shall not cause termination of nor allow expiration of said guarantee without having first secured written authorization from the City. D. 18.164.150 Installation: Prerequisite/Permit Fee 1. No land division improvements, including sanitary sewers, storm sewers, streets, sidewalks, curbs, lighting or other requirements shall be undertaken except after the plans therefor have been approved by the City, permit fee paid and permit issued. E. 18.164.180 Notice to City Required 1. Work shall not begin until the City has been notified in advance. 2. If work is discontinued for any reason, it shall not be resumed until the City is notified. F. 18.164.200 Engineer's Certification Required 1. The applicant's engineer shall provide written certification of a form provided by the City that all improvements, workmanship and materials are in accord with current and standard engineering and construction practices, and are of high grade, prior the City acceptance of the public HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page19 • • works improvements or any portion thereof for operation and maintenance. CONDITIONAL USE APPROVAL SHALL BE VALID FOR EIGHTEEN MONTHS OF THE EFFECTIVE DATE OF THIS DECISION. Prepared by: a/,Ce( /cr,.,., William D'Andrea Date Assistant Planner Approved by: Dick Bewersdorff Date Senior Planner HEARINGS OFFICER - CUP 95- 0001/VAR 95 -0002 - HARDY/BUSH/CHEVRON Page20 MEMORANDUM CITY OF TIGARD, OREGON TO: Will D'Andrea April 17, 1995 FROM: Michael Anderson, Development Review Engineer RE: CUP 95 -0001; VAR 95 -0002 HARDY /BUSH /CHEVRON Description: The applicant requests Condition Use Permit approval to construct a gasoline station at 13970 SW Pacific Highway. The site is located on the northeasterly corner of the SW Gaarde Street /SW McDonald Street intersection. Findings: 1. STREETS: The applicant has submitted a traffic study entitled "Highway 99W Near McDonald Street - Traffic Analysis Report" as prepared by Keech Associates, Inc., dated August 9, 1994. The report analyzes the effects of the additional traffic from the site's proposed driveways, one on SW Pacific Highway, a State Highway, and one on SW McDonald Street, and the impact to the existing and proposed traffic at the traffic signal at the intersection of SW Gaarde Street /SW McDonald Street with SW Pacific Highway. The report concludes that the driveway onto SW Pacific Highway, with a right turn in /out only option provides the best circulation for both the site conditions and the highway /street intersection, and the applicant has incorporated this design on the site plan. In addition, the report indicates that a right turn lane on the westbound leg of SW McDonald Street would be necessary for the anticipated future "Total Traffic" conditions. Included in the recommendations from the State Highway Department (ODOT) is the installation of the right turn lane. At the request of the applicant, a meeting was held to discuss the alternatives that would implement the recommended right turn lane. It was agreed that the extra widening should be shared between both sides of SW McDonald Street by dedicating an additional 6 feet on each side. The right turn lane would be constructed in stages with the north curb line being relocated with this application, and the south curb line to be relocated in the future. The applicant should modify their site plan to show the widening of the existing northerly curb lane construction to 28 feet from centerline and dedicate 6 feet of additional ENGINEERING COMMENTS CUP 95 -01 HARDY /BUSH /CHEVRON PAGE1 • • street right -of -way. Also, the drivewway on SW McDonald Street shall be widened to 45 feet to accomodate delivery truck requirements. The street widening construction is eligible for TIF credit. The applicant shall obtain a Public Improvement Permit for the construction in SW McDonald Street. The driveway location in SW McDonald Street shall be approved by the Engineering Department. The applicant is required to obtain a revised ODOT access permit for their connection to SW Pacific Highway. The highway has been constructed to current State standards and no additional right -of -way or street construction is required. The existing power poles and overhead lines serving the area are located along both sides of SW Pacific Highway and along the SW McDonald Street frontages, and the applicant should place the facilities located along this frontage underground, or pay the fee in -lieu of undergrounding. 2. SANITARY SEWER: The site is served by the existing 8 inch public sanitary sewer located in SW McDonald Street with a 6" lateral. The applicant's utility plan should be revised to show an extension of the existing lateral to a point 3 feet north of the new street dedication and a cleanout constructed to grade. The existing main sewer has sufficient capacity for the project. 3. STORM SEWER: The site was previously developed as a service station and was improved with asphalt and portland cement pavements. There is no additional impervious areas created by the new construction. The proposed utility plan shows an underground storm drain system connecting to the existing underground system in the State Highway. The Unified Sewerage Agency has established and the City has agreed to enforce (Resolution and Order No. 91 -47) Surface Water Management Regulations requiring the construction of on- site water quality facilities or fees in -lieu of their construction. Section 7.02 of the R & 0 states that: "The provisions of Chapter 7 shall apply to all activities which create new or additional impervious surfaces... ". Since the intended use will not create any new impervious surfaces this application is not required to install a on -site water quality facility or pay a fee in -lieu of construction. ENGINEERING COMMENTS CUP 95 -01 HARDY /BUSH /CHEVRON PAGE2 III • Recommendations: PRIOR TO THE ISSUANCE OF A BUILDING PERMIT THE FOLLOWING CONDITIONS SHALL BE SATISFIED OR FINANCIALLY SECURED: 1. The applicant shall obtain a permit from the State of Oregon Highway Division, to perform work within the right -of -way of SW Pacific Highway (99W). A copy of the permit shall be provided to the City Engineering Department prior to issuance of the building permit. STAFF CONTACT: Michael Anderson, Engineering Dept. (639- 4171). 2. Additional right -of -way shall be dedicated to the Public along the SW McDonald Street frontage to increase the right -of -way to 36 feet from the centerline. The description shall be tied to the existing right -of -way centerline. The dedication document shall be on City forms. The forms and instructions are available at the Public Counter and /or from the Engineering Department. STAFF CONTACT:Diane Jelderks, Engineering Dept. (639- 4171). 3. The applicant shall install street improvements to widen SW McDonald Street to provide for the westbound curb lane at a location 28 feet from centerline and the construction shall include concrete curb, sidewalk, driveway apron, asphaltic concrete pavement, streetlights, private sewer line extension and underground utilities along the site frontage. Improvements shall be designed and constructed to collector street standards and shall conform to an alignment as approved by the Engineering Department. The driveway width shall be increased to 45 feet. STAFF CONTACT: Michael Anderson, Engineering Department (639- 4171) 4. Three (3) sets of detailed public improvement plans and profile construction drawings shall be submitted for preliminary review to the Engineering Department. Seven (7) sets of approved drawings and one (1) itemized construction cost estimate, all prepared by a Professional Engineer, shall be submitted for final review and approval (NOTE: these plans are in addition to any drawings required by the Building Division and should only include sheets relevant to public improvements. STAFF CONTACT :John Hagman, Engineering Department (639- 4171). 5. The applicant shall execute a Public Improvement Agreement with the City and obtain a permit for the construction of the required improvements. The agreement shall provide for the work to be constructed under the direct supervision and inspection by a Professional Civil Engineer, in accordance with the Developer - Engineer agreement shown in the City Standard Specifications. 6. The applicant shall underground the existing overhead utilities along the southeasterly side of Pacific Highway and along the northerly side of SW McDonald Street, or pay the fee in -lieu ENGINEERING COMMENTS CUP 95 -01 HARDY /BUSH /CHEVRON PAGE3 • • of undergrounding. STAFF CONTACT: Michael Anderson, Engineering Dept. (639 -4171) IN ADDITION THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF THE COMMUNITY DEVELOPMENT CODE; THIS IS NOT AN EXCLUSIVE LIST. 1. SECTION 18.160.170 Improvement Agreement A. Before approved construction plans are issued by the City, the Applicant (subdivider) shall: 1. Execute and file an agreement with the City Engineer specifying the period within which all required improvements and repairs shall be completed; and 2. Include in the agreement provisions that if such work is not completed within the period specified, the City may complete the work and recover the full cost and expenses from the applicant. B. The agreement shall stipulate improvement fees and deposits as may be required to be paid and may also provide for the construction of the improvements in stages and for the extension of time under specific conditions therein stated in the contract. 2. SECTION 18.160.180 Bond A. As required by Section 18.160.170, the applicant shall file with the agreement an assurance of performance supported by one of the following: 1. An irrevocable letter of credit executed by a financial institution authorized to transact business in the State of Oregon; 2. A surety bond executed by a surety company authorized to transact business in the State of Oregon which remains in force until the surety company is notified by the City in writing that it may be terminated; or 3. Cash. B. The applicant shall furnish to the City Engineer an itemized improvement estimate, certified by a registered civil engineer, to assist the City Engineer in calculating the amount of the performance assurance. C. The applicant shall not cause termination of nor allow expiration of said guarantee without having first secured written authorization from the City. ENGINEERING COMMENTS CUP 95 -01 HARDY /BUSH /CHEVRON PAGE4 • • D. 18.164.150 Installation: Prerequisite /Permit Fee 1. No land division improvements, including sanitary sewers, storm sewers, streets, sidewalks, curbs, lighting or other requirements shall be undertaken except after the plans therefor have been approved by the City, permit fee paid and permit issued. E. 18.164.180 Notice to City Required 1. Work shall not begin until the City has been notified in advance. 2. If work is discontinued for any reason, it shall not be resumed until the City is notified. F. 18.164.200 Engineer's Certification Required 1. The applicant's engineer shall provide written certification of a form provided by the City that all improvements, workmanship and materials are in accord with current and standard engineering and construction practices, and are of high grade, prior the City acceptance of the public works improvements or any portion thereof for operation and maintenance. APPROVED: C/ Randall R. WooleyAl City Engineer N: \ENGINEER \CUP 95- 01.mja ENGINEERING COMMENTS CUP 95 -01 HARDY /BUSH /CHEVRON PAGE5 • • CITY OF TIGARD OREGON March 14, 1995 Mr. Don Hardy Planning Design Group 122 SE 27th Portland, OR 97214 Dear Mr. Hardy: This letter is to inform you that your application (CUP 95 -000 WAR 95 -0002) is scheduled for a public hearing before the Hearings Officer on Monday April 24, 1995. If you have any questions, please feel free to call me. Sincerely, 1d d ,D6(440-61/4 Will D'Andrea Assistant Planner h: \ login\ will \hardy.ltr 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 • RECEIVED MAR 2 0 1995 March 17, 1995 COMMUNITY DEVELOPMENT Tigard Planning Department 13125 S.W. Hall Boulevard Tigard, OR 97223 Attention: Will D'Andrea Subject: CUP 95 -0001/ VAR 95 -0002 HARDY /BUSH /CHEVRON ODOT appreciates the opportunity to comment on the proposed conditional use and variance located at 13970 S.W. Pacific Highway at the McDonald Street intersection. ODOT would like to submit the following comments: > A right turn lane must be provided on the westbound approach of McDonald Street to improve the level of service. • A traffic study will be required to determine the impact on the state . highway. • The existing sidewalk and curb must b improved to meet current ODOT and ADA standards. > On -site detention will be required if applicant wants to connect onto the storm drainage /sewer system in the state right of way. • ODOT will require a permit for all work performed on state right -of -way. Thank you for the opportunity to comment on this land use action. If you have any questions, please call me at 731 -8534. Craig Lee Development Review Planner cc: Robin McArthur - Phillips, Sam Hunaidi • - • III REQUEST FOR COMMENTS A. / .44.. "1 n / CITY OF NARD TO: /', / . /. . ■ / ./7 DATE: February 21, 1995 NI FROM: Tigard Planning Dept. STAFF CONTACT: Will D'Andrea x315 (503) 639-4171 RE: CONDITIONAL USE PERMIT (CUP) 95- 0001/VARIANCE (VAR) 95 -0002 HARDY/BUSH/CHEVRON. A request for the following development applications: 1.) Conditional Use-approval to allow the construction of a gasoline service station; and 2.) Variance approval for a reduction of the required 75 foot setback from the driveway to the nearest fuel pump. LOCATION: 13970 SW Pacific Highway (WCTM 2S1 3DD, ; tax lot 1200). Northeast corner of the intersection of SW McDonald Street and SW Pacific Highway. APPLICABLE REVIEW CRITERIA: Community Development Code Sections 18.62, 18.90, 18.96, 18.100, 18.102, 18.104, 18.106, 18.108, 18.116, 18.120, 18.130, 18.134, 18.164. ZONE: C-G (General Commercial). The General Commercial zone allows.public agency and administrative services, public support facilities, professional and administrative services, financial, insurance, and real estate services, business support services, general retail sales, eating and drinking establishments, among other uses. _ Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: March 6, 1995. 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 Department, 13125 SW Hall Boulevard, Tigard, OR 97223 (503) 639 -4171. . PLEASE CK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the propo and have no objections to it. Please contact of our office. Please refer to the enclosed letter. — Written comments provided below: — • • (Please provide the following information) /����� Name of Person Commenting / Phone Number: - 1 i CUP 950001NAR 950002 HARDY /BUSH /CHEVRON February 21. 1995 • • - REQUEST FOR COMMENTS A. CITY OF TIGARD TO: / !...:� .il / DATE: February 21, 1995 OREGON FROM: Tigard Planning Dept. STAFF CONTACT: Will D'Andrea x315 (503) 639 -4171 RE: CONDITIONAL USE PERMIT (CUP) 95- 0001/VARIANCE (VAR) 95 -0002 HARDY/BUSH/CHEVRON. A request for the following development applications: 1.) Conditional Use approval to allow the construction of a gasoline service station; and 2.) Variance approval for a reduction of the required 75 foot setback from the driveway to the nearest fuel pump. LOCATION: 13970 SW Pacific Highway (WCTM 2S1;3DD, tax lot 1200). Northeast corner of the intersection of SW McDonald Street and SW Pacific Highway. - APPLICABLE REVIEW CRITERIA: Community Development Code Sections 18.62, 18.90, 18.96, 18.100, 18.102, 18.104, 18.106, 18.108, 18.116, 18.120, 18.130, 18.134, 18.164. • ZONE: C-G (General Commercial). The General Commercial zone allows public agency and administrative services, public support facilities, professional and administrative services, financial, insurance, and real estate services, business support services, general retail sales, eating and drinking establishments, among other uses. , Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: March 6. 1995. 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 I comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Department, 13125 SW Hall Boulevard, Tigard, OR 97223 (503) 639 -4171. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: 4 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: — (Please provide the following information) Name of Person Commenting: L / Phone Number: 11 CUP 95-0001NAR 95.0002 HARDY /BUSH /CHEVRON February 21. 1995 • • RECEIVED REQUEST FOR COMMENTS q ,995 u 1.1 A ,14;1 C ITY OF TIGARD TO: _.. /. f, /,L/ :% DATE: February 21 � ���ITY DEVELOPMENT OREGON FROM: Tigard Planning Dept. STAFF CONTACT: Will D'Andrea x315 (503) 639 -4171 RE: CONDITIONAL USE PERMIT (CUP) 95- 0001/VARIANCE (VAR) 95 -0002 HARDY/BUSH/CHEVRON. A request for the following development applications: 1.) Conditional Use approval to allow the construction of a gasoline service station; and 2.) Variance approval for a reduction of the required 75 foot setback from the driveway to the nearest fuel pump. LOCATION: 13970 SW Pacific Highway (WCTM 2S1 3DD, tax lot 1200). Northeast corner of the intersection of • SW McDonald Street and SW Pacific Highway. APPLICABLE REVIEW CRITERIA: Community Development Code Sections 18.62, 18.90, 18.96, 18.100, 18.102, 18.104, 18.106, 18.108, 18.116, 18.120, 18.130, 18.134, 18.164. ZONE: C -G (General Commercial). The General Commercial zone allows public agency and administrative services, public support facilities, professional and administrative services, financial, insurance, and real estate services, business support services, general retail sales, eating and drinking establishments, among other uses. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: March 6, 1995. 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 Department, 13125 SW Hall Boulevard, Tigard, OR 97223 (503) 639 -4171. 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: (Please provide the following information) Name of Person Commenting: — ?==.2- Z- l') -GS Phone Number: 1.0. - CUP 950001NAR 950002 HARDY /BUSH /CHEVRON February 21. 1995 • REQUEST FOR COMMENTS 11 1 1995 A / - GUN.Jf�Uf�ITY DEVELOPIe4iuy OF TIGARD OREGON . TO: 4 ; / .gam!..: /�Zl /_ ' 11 DATE: February 21, 1995 FROM: Tigard Planning D pt. STAFF CONTACT: Will D'Andrea x315 (503) 639 -4171 • RE: CONDITIONAL USE PERMIT (CUP) 95- 0001/VARIANCE (VAR) 95 -0002 HARDY/BUSH/CHEVRON. A request for the following development applications: 1.) Conditional Use approval to allow the construction of a gasoline service station; and 2.) Variance approval for a reduction of the required 75 foot setback from the driveway to the nearest fuel pump. LOCATION: 13970 SW Pacific Highway (WCTM 2S1 3DD, tax lot 1200). Northeast corner of the intersection of SW McDonald Street and SW Pacific Highway. APPLICABLE REVIEW CRITERIA.. Community Development Code Sections 18.62, 18.90, 18.96, 18.100, 18.102, 18.104, 18.106, 13.106, 18.116, 18.120, 18.130, 18.134, 18.164. ZONE: C -G (General Commercial). The General Commercial zone allows public agency and administrative services, public support facilities, professional and administrative services, financial, insurance, and real estate services, business support services, general retail sales, eating and drinking establishments, among other uses. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: March 6. 1995. 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 Department, 13125 SW Hall Boulevard, Tigard, OR 97223 (503) 639 -4171. 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: DLQE1LPE Pko■1bE CoN6irZ PEA_ 6TE SPEcLF(C 7'?Qn15. (Please provide the following information) Name of Person Commenting: Phone Number: CUP 950001 NAR 950002 HARDY/BUSH /CHEVRON 1 Febwory 21. 1995 • : •RECEIV REQUEST FOR COMMENTS . 1 1995 !► CITY OF TIGARD TO: .1/L- 11 4 / f;'ATE: February ,' "1 5 oEVELOPMENT OREGON FROM: Tigard Planning Dept. STAFF CONTACT: Will D'Andrea x315 (303) 639 -4171 RE: CONDITIONAL USE PERMIT (CUP) 95- 0001/VARIANCE (VAR) 95 -0002 HARDY/BUSH/CHEVRON. A request for the following development applications: 1.) Conditional Use to allow the construction of a gasoline service station; and 2.) Variance approval for a reduction of the required 75 foot setback from the driveway to the nearest fuel pump. LOCATION: 13970 SW Pacific Highway (WCTM 2S1 3DD, tax lot 1200). Northeast corner of the intersection of SW McDonald Street and SW Pacific Highway. APPLICABLE REVIEW CRITERIA: Community Development Code Sections 18.62, 18.90, 18.96, 18.100 18.102, 18.104, 18.106, 18.108, 18.116, 18.120, 18.130, 18.134, 18.164. ZONE: C -G (General Commercial). The General Commercial zone allows public agency and administrative services, public support facilities, professional and administrative services, financial, insurance, and real estate services, business support services, general retail sales, eating and drinking establishments, among other uses. _ Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision win be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: March 6, 1995. 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 4 comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Department, 13125 SW Hall Boulevard, Tigard, OR 97223 (503) 639 -4171. . PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. X. Please contact Jo H N C_Svi ,€{ L ( 4 ) of our office. Please refer to the enclosed letter. Written comments,proviaed below: _ 21A 1-.),Q r6 P €+ 1 v R,etcQ-i4 -4.-c4 (Please provide the following information) Name of Person Commenting: Le t 1 lee Phone Number: (, S b a CUP 95-0001 NAR 950002 HARDY /BUSH /CHEVRON Febniary 21. 1995 02/27/95 11:38 $5037318259 ODOT - REGION 1 IJ001 /001 FEB-27 -'95 10:42 'OT 2A TEL NO:50 -6050 #639 p01 • • Post -ItTM brand fax transmittal memo 7671 Att‘Si Dept. Phone!! • ...rr�� CITY OF TIGARD TO: r-i r r��t' 42 OREGON • • I _ FROM: Tigard Planning Dept. STAFF CONTACT: Will D'Andrea x315 (503) 639-417I RE: CONA1TIONAL USE PERM11(CUP) 95-0001/VARIANCE (VAR) 950002 , HARD 'jBIJSH/CHEVROON. A request for the following development applications: 1.) Conditional Use approval to allow the construction of a gasoline service station; and 2.) Variance approval for a reduction of the required 75 foot setback from the driveway to the nearest fuel pump. LOCATION: 13970 SW Pacific Highway • (WCTM 2S1 3DL%, tax lot 1200). Northeast corner of the intersection of SW • McDonald Street and SW Pacific Highway, APPLICABLE REVIEW CRITERIA: Community Development Code Sections 18.62, 18.90, 18.96, 18.100, 18.102, 18.104, 18.106, 18,108, 18.116, 18.120, 18.130, 18.134, 18.164. ZONE: C-G (General Commercial). The General Commercial Lone allows public agency and administrative services, public support facilities, professional and administrative services, financial, insurance, and real estate services, business support services, general retail sales, eating and drinking establishments, among other uses. . Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment en this apOcation, WE NEED YOUR CQMMENTS BACK BY: March IL L995. 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 clatg, please phone the staff contact noted above with your comments and mnfirai your comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Department, 13125 SW Hall Boulevard,'Zgard, OR 97223 (503) 639417L . 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 comment* provided below: i- R; , ,La..,.,t c / -c4, ' d c� -Plo • M ��.�t t � nod •, - aG..r Can+ / .) - - VW; ci4.•v.0 j re poi.; 4rp s L. - FL-. iw i f d ry 044- .� c ..-. aije C4.404, utt. n4cr-k eiDo y 4I) A c -4„f 3 - 4- oA s ae a • �. - - 6< rte, .2 a - /,'c�.,.f .✓a:✓ - > (441,, t 3 • ‘5"' ODo refer c P f : y ti.f - Moue provide the Miming i'Jbr' tion) � N a m e of P e r s o n C o m m e n t i n g : . 9 4 , ti ij ia. I .. 2 ODJT b s tr I c, d Z Phone Number: REQUEST FOR COMMENTS / a�1iiJ J CITY OF TIGARD TO: Jai. 4 DATE: February 21, 1995 OREGON FRO s Tigard Planning Dept. STAFF CONTACT: Will D'Andrea x315 (503) 639 -4171 RE: CONDITIONAL USE PERMIT (CUP) 95- 0001/VARIANCE (VAR) 95 -0002 HARDY/BUSH/CHEVRON. A request for the following development applications: 1.) Conditional Use approval to allow the construction of a gasoline service station; and 2.) Variance approval for a reduction of the required 75 foot setback from the driveway to the nearest fuel pump. LOCATION: 13970 SW Pacific Highway (WCTM 2S1 3DD, tax lot 1200). . Northeast corner of the intersection of SW McDonald Street and SW Pacific Highway. APPLICABLE REVIEW CRITERIA: Community Development Code Sections 18.62, 18.90, 18.96, 18.100, 18.102, 18.104, 18.106, 18.108, 18.116, 18.120, 18.130, 18.134, 18.164. ZONE: C -G (General Commercial). The General Commercial zone allows public agency and administrative services, public support facilities, professional and administrative services, financial, insurance, and real estate services, business support services, general retail sales, eating and drinking establishments, among other uses. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: March 6, 1995. 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 Department, 13125 SW Hall Boulevard, Tigard, OR 97223 (503) 639 -4171. 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: (Please provide the following information) Name of Person Commenting. Phone Number: CUP 95-0001NAR 95 -0002 HARDY /BUSH /CHEVRON February 21. 1995 • • REQUEST FOR COMMENTS CITY OF TIGARD TO: 1 ,ii . � � , � Z./ DATE: February 21, 1995 OREGON FROM: Tigard Planning Dept. STAFF CONTACT: Will D'Andrea x315 (503) 639 -4171 • RE: CONDITIONAL USE PERMIT (CUP) 95- 0001/VARIANCE (VAR) 95 -0002 HARDY/BUSH/CHEVRON. A request for the following development applications: 1.) Conditional Use approval to allow the construction of a gasoline service station; and 2.) Variance approval for a reduction of the required 75 foot setback from the driveway to the nearest fuel pump. LOCATION: 13970 SW Pacific Highway (WCTM 2S1 3DD, tax lot 1200). Northeast corner of the intersection of SW McDonald Street and SW Pacific Highway. APPLICABLE REVIEW CRITERIA: Community Development Code Sections 18.62, 18.90, 18.96, 18.100, 18.102, 18.104, 18.106, 18.108, 18.116, 18.120, 18.130, 18.134, 18.164. ZONE: C -G (General Commercial). The General Commercial zone allows public agency and administrative services, public support facilities, professional and administrative services, financial, insurance, and real estate services, business support services, general retail sales, eating and drinking establishments, among other uses. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision.will be rendered on the proposal in the near future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY: March 6. 1995. 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 Department, 13125 SW Hall Boulevard, Tigard, OR 97223 (503) 639 -4171. 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: (Please provide the following information) Name of Person Commenting: Mite / Phone Number: ac 34 S CUP 9 - 0001NAR 950002 HARDY /BUSH /CHEVRON Febuary 21. 1995 111 • REQUEST FOR COMMENTS CITY OF TIGARD TO: 111.." . /_./..4 Li/ 4 DATE: February 21, 1995 OREGON FROM: Tigard ° arming Dept. STAFF CONTACT: Will D'Andrea x315 (503) 639 -4171 • RE: CONDITIONAL USE PERMIT (CUP) 95- 0001/VARIANCE (VAR) 95 -0002 HARDY/BUSH/CHEVRON. A request for the following development applications: 1.) Conditional Use approval to allow the construction of a gasoline service station; and 2.) Variance approval for a reduction of the required 75 foot setback from the _ driveway to the nearest fuel pump. LOCATION: 13970 SW Pacific Highway (WCTM 2S1 3DD, . tax lot 1200). Northeast corner of the intersection of SW McDonald Street and SW Pacific Highway. APPLICABLE REVIEW CRITERIA: Community Development Code Sections 18.62, 18.90, 18.96, 18.100, 18.102, 18.104, 18.106, 18.108, 18.116, 18.120, 18.130, 18.134, 18.164. ZONE: C -G (General Commercial). The General Commercial zone allows public agency and administrative services, public support facilities, professional and administrative services, financial, insurance, and real estate services, business support services, general retail sales, eating and drinking establishments, among other uses. _ Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to eur 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: March 6, 1995. 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 a comments in writing as soon as possible. If you have any questions, contact the Tigard Planning Department, 13125 SW Hall Boulevard, Tigard, OR 97223 (503) 639 -4171. . PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: X _ We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written comments provided below: i / / D (e52.-d , (Please prouide the following information) Name of Person Commentin ' / ,` ' V`. Phone Number: Z Z-O CUP 95-0001NAR 950002 HARDY /BUSH /CHEVRON / February 21. 1995 P E30 G • • 122 S.E. 27th Portland, Oregon 97214 Group Phone: (503) 236 -6000 Fax: (503) 232 -2357 Variance for L.P. Busch to build a a new Chevron Service Station at 13970 SW Pacific Highway, Tigard, Oregon January 30, 1995 PDG on behalf of L.P. Busch, is applying for a variance for the rebuilding of a former service station located at the north east corner of SW Pacific Highway and SW McDonald Street. The variance is necessary due to the April 26, 1994 City Council adoption of a 75 foot setback from fuel dispensers to driveway curb. Gasoline service stations are required to have 75 foot setback between the curb cut and nearest pump, per Chapter 18.106.060 of the Tigard Community Development Code. The 75 foot setback was chosen by City staff and adopted by City Council to replace the previous minimum three car stacking area from the driveway curb. The former station had 8 fuel dispensers with 4 dispensers per island, and the nearest dispenser was 28 feet from the driveway curb. The station had two driveways on both SW Pacific Highway and SW McDonald Street. The new station will consist of 4 multi - product dispensers with two dispensers per island. The dispensers will be covered by a 38 foot by 53 foot canopy, and a 200 square foot office /rest room and small convenience sales area will be built. The items sold within the convenience sales area will be snacks and confectioneries in vending machines, windshield wipers, oil, and other replacement parts. The driveways nearest the SW Pacific Highway and SW McDonald Road intersection will be closed, and the existing driveway on SW Pacific Highway will remain, and the driveway on SW McDonald Street will be widened. The station will employ 2 -3 individuals based on customer demand. The property is zoned General Commercial (CG). A traffic study has been completed by Keech Associates, Inc. which addresses the impacts from the service and service level of the Pacific Highway/McDonald Street intersection. A Conditional Use Permit for the re- establishment of the service station is being submitted concurrently with this Variance application, and a Site Design Review application is also being submitted for concurrent review. As required by the City of Tigard Community Development Code, a neighborhood meeting was held on December 14, 1994 at 7:00 pm. Letters were mailed to property owners /residents within 250 feet of the site based on County Assessor records, and the site was posted. The affidavit of mailing and posting were mailed to Will D'Andrea on November 30, 1994. No interested parties or neighbors came to the meeting, and no letters or phone calls were received in response to our meeting. In order for the variance to be approved the following criteria must be addressed. • • 1. The proposed variance will not be materially detrimental to the purpose of this title, be in conflict with the policies of the comprehensive plan, to any other applicable policies and standards, and to other properties in the same zoning district or vicinity. The City Council adopted 75 foot setback from driveway curb to nearest dispenser was part of the Transportation Related Amendments to address the State of Oregon Transportation Rule and other development standards. According to the minutes of the City Council meeting there was no discussion of the revised setbacks for gasoline service stations. According to Carol Landsman, the staff planner who presented the transportation related amendments to the City Council, the setback change was to establish a specific distance from the driveway curb cut to fuel pumps since differing opinions existed on the length of a vehicle in determining the 3 vehicles per pump stacking distance. Chapter 18.106.060 (B) of the City of Tigard Community Development Code states, "The approval authority may, upon request, allow a reduction in the amount of vehicle stacking area if such a reduction is deemed appropriate after the analysis of the size and location of the development, limited service available, etc." Our design accommodates the maximum vehicle stacking area possible while providing the ideal number of dispensers for customers. The design allows a 3 car stacking area using a car length of 15 feet, with space in between vehicles. The canopy and fuel dispenser orientation provides the maximum distance from the driveway curb to the dispensers. The fuel island spacing is also designed to create the maximum fueling efficiency with each dispenser capable of fueling two vehicles at once. Additionally a pass- through lane is designed in the center of the station to allow customers to reach the forward dispenser if a vehicle is fueling at the rear dispenser. Customers will be informed to pull to the most forward pump with directional signage. This will provide increased efficiency of the station by reducing the customer vehicle stacking. Credit card machines will be located on the fuel dispensers to minimize customer fueling transaction times. The site has been designed with a minimum 3 vehicle spaces between the driveway curb and each pump. The stacking lane for vehicle fueling should be measured from the farther dispenser since motorists will pull forward to the farthest pump, so they can easily get out of the service station. The 200 square foot office /sales building is intended to provide the minimum sized building for necessary service station operations. We believe that the requested variance is consistent with the intent of the City Community Development Code when the stacking area, circulation, and operation factors are considered. Although vehicle circulation is fairly congested as depicted on the landscaping plan, this scenario is intended to represent the maximum peak hour situations. The number of service stations along SW Pacific Highway will limit the potential customer base, so the depicted vehicle stacking situation will not likely be realized. -2- • • Direct competitors will be the Union 76 Station across the street, and the BP and Astro Stations at the SW Pacific Highway and Walnut Street intersection. Other competitors farther to the north include two Texaco Stations, a Chevron Station, and a BP Station. Competitor further to the south include Arco and Astro Stations. All these service stations will reduce the potential customer base and vehicle stacking from the proposed Chevron development. Chapter 18.106.060 (C) of the City of Tigard Community Development Code states, "Stacking lanes must be designed so that they do not interfere with parking and vehicle, pedestrian, and bicycle circulation." We believe that our design accomplishes this objective to the maximum extent possible. The site will be made more pedestrian friendly by the closure of the driveways nearest the SW Pacific Highway and SW McDonald Road intersection, and by placing the fuel dispensing area further back on the property to reduce pedestrian conflicts. Based on the traffic study prepared by Keech Associates, Inc., a maximum of 61 vehicles will fuel per hour during the pm peak hour. The study concluded that the impacts from the development would not effect the existing peak traffic hour service levels of either SW Pacific Highway or SW McDonald Street. Two copies of the study are being submitted with this application. The traffic service level at the SW Pacific Highway/McDonald Street intersection will not be reduced below the current service level of E. The station will cater to the existing traffic on SW Pacific Highway and SW McDonald Street. The traffic study addressed three alternative access possibilities. 1. Full access at both proposed driveways, with left and right turns in and out (Full Access Scenario); 2. Full access on McDonald Street and limited access on Highway 99W, prohibiting left turns out (Limited Access Scenario); and 3. Full access on McDonald Street with no driveway on Highway 99W (No Access Scenario). The study concluded that the limited access alternative #2 was the best alternative. The study also analyzed a 1,600 square foot convenience store on the site which has been eliminated from the proposal. The traffic study recommended a construction of a port chop at the SW Pacific Highway driveway to preclude left turning movements from the property. The port chop has been designed to prevent left turns onto SW Pacific Highway. The port chop will be designed with a mountable curb to allow the fuel delivery truck to cross over when exiting the site. The fuel delivery trucks will enter the site from SW McDonald Street and will exit the site from SW Pacific Highway over the mountable port chop. The fuel delivery truck path is noted on the site plan, and is separated from the fuel dispensing islands, to not conflict with vehicle fueling. Fuel deliveries to the site will be made at non -peak traffic hours, to allow maximum customer access to the site. -3- , • • The surrounding properties are zoned and developed with commercial structures. The site abuts SW Pacific Highway to the west and a Christian book store and florist are located on the west side of SW Pacific Highway. The site abuts SW McDonald Street to the • south, and the Union 76 Station and 7 -11 convenience store on the south side of SW McDonald Street. Gold's Gym and Neisen's Tire Warehouse are on the north and east sides the site. The proposed development is consistent with the following Tigard Comprehensive Plan and Public Facilities Plan Policies: Transportation Policies 8.1.1 The city shall plan for a safe and efficient street and roadway system that meets current and anticipated future growth and development. Does not apply to project. 8.1.2 The city shall provide for efficient management of the transportation planning process within the city and the metropolitan area through cooperation with other federal, state, regional and local jurisdictions. The Oregon Department of Transportation (ODOT) controls access to SW Pacific Highway and ODOT coordinates their access approval process with the City's development permit process. 8.1.3 The city shall require as a precondition to development approval that: a. Development abut a publicly dedicated street or have adequate access approved by the appropriate approval authority. The site abuts publicly dedicated streets, and there are approved driveways on the site for access purposes. The existing northern driveway on SW Pacific Highway will remain, and the eastern driveway on SW McDonald Street is proposed to be widened. b. Street right -of -way be dedicated where the street is substandard in width. Adequate right - of - ways exist for the proposed development. c. The developer commit to the construction of the streets, curbs and sidewalks to city standards within the development. The development will comply with all City construction standards. -4- • • d. Individual developers participate in the improvement of existing streets, curbs and sidewalks to the extent of the development's impacts. New sidewalks will be constructed on the site, abutting both SW Pacific Highway and SW McDonald Street. e. Street improvements be made and street signs or signals be provided when the development is found to create or intensify a traffic hazard. The traffic study prepared for the development identified the development will not create or intensify traffic hazards. f. Transit stops, bus turnout lanes and shelters be provided when the proposed use of a type which generates transit ridership. The development is purely auto oriented, so transit facilities are not necessary. g. Parking spaces be set aside and marked for cars operated by disabled persons and that the spaces be located as close as possible to the entrance designed for disabled persons. A handicap parking space is located in the front of the building to accommodate persons needing special accommodations to the building. h. Land be dedicated to implement the bicycle /pedestrian corridor in accordance with the adopted plan. No bicycle or pedestrian corridors were identified by staff during our pre - application conference. 8.1.4 When the actual routes of future transportation improvements have not been determined, the city shall designate study areas on the comprehensive plan transportation map and provide general project descriptions to: a. Identify the approximate areas within which these projects will occur, and; Does not apply to project. b. To explain the type and extent of these future improvements. Does not apply to project. -5- • • 8.1.5 When reviewing development applications within comprehensive transportation plan map study areas, the city shall work with applicants to avoid conflict with the location of future transportation improvements. We have coordinated our development with staff and no future transportation improvements were noted by City staff. 8.1.6 A change in roadway classification or location shall require an amendment to the comprehensive plan transportation map, and; when the location of all or a portion of a roadway within a transportation map study area has been determined, the map will be amended by: a. Designating the location of the roadway. Does not apply to the project. b. Designating its classification, and; Does not apply to the project. c. Deleting the appropriate portion of the study area involved. Does not apply to the project. 8.1.7 The City shall support the goals and objectives of the Oregon Department of Transportation to improve traffic flow and capacity at the intersection of I -5 and Highway 217/Kruse Way. However, the city retains the prerogative to review, comment and concur with the actual alignments of the project. Does not apply to project. Economy Policies 5.1 The city shall promote activities aimed at the diversification of economic opportunities available to Tigard residents with particular emphasis placed on the growth of the local job market. The development of the project will result in construction jobs and employment of 2 -3 individuals who will operate the station. -6- • • 5.2 The city shall work with Washington County and adjacent jurisdictions to develop an economic development plan incorporating a local economic development plan. Does not apply to project. 5.3 The city shall improve and enhance the portions of the central business district as the focal point for commercial, high density residential, business, civic and professional activity creating a diversified and economically viable core area. Does not apply to project. 5.4 The city shall ensure that new commercial and industrial development shall not encroach into residential areas that have not been designated for commercial or industrial uses. Does not apply to project. 5.5 The city shall prohibit residential development in commercial and industrial zoning districts except: Complimentary residential development shall be permitted above the first floor in the Central Business District, and above the second floor in commercial professional districts. (The density of residential development shall be determined in accordance with the R -40 Districts.) Does not apply to project. 5.6 The city shall consider private financing by private developers in coordination with available bonding methods to provide public facilities to commercial and industrial land designated on the comprehensive plan map. Does not apply to project. 2. There are special circumstances that exist which are peculiar to the lot size or shape, topography or other circumstances over which the applicant has no control, and which are not applicable to other properties in the same zoning district. The lot size of 12,440 square feet is substantially reduced by the 75 foot required setback which leaves only 1,741.6 square feet available for service station use. We have provided the maximum dispenser setbacks possible, and believe the layout will provide more than -7- • • adequate stacking room available on the site through the canopy being oriented to the flow of traffic across the site, and the limited size of the office allows the maximum flexibility in the location of the fuel dispensers. Most other service stations on SW Pacific Highway have substantially less stacking area and do not meet either the 75 foot setback from curb to nearest dispenser or the minimum 3 car stacking area between the curb and the nearest dispenser. From our observations these service stations on SW Pacific Highway do not have vehicles stacking into the highway right -of -way. 3. The use proposed will be the same as permitted under this title and City standards will be maintained to the greatest extent that is reasonably possible while permitting some economic use of the land. The site has historically been used as a service station, and the owner of the property desires to replace the former service station with a smaller service station. The design of the site is intended to maximize vehicle stacking areas and circulation efficiency on the property. Four parking spaces will be developed on the site, for customer and employee use. 15% landscaping is required for the site development and 17.6% landscaping is proposed. The proposed building height is 10 foot 8 inches, and the canopy height is 18 feet. One bicycle racks is proposed for employee use. Reasonable use of the property needs to be allowed since we are replacing an former service station with a smaller service station, which will have better internal circulation, vehicle stacking and will be more aesthetically pleasing. 4. Existing physical and natural systems, such as but not limited to traffic, drainage, dramatic land forms, or parks will not be adversely affected any more than would occur if the development were located as specified in the title. The traffic study prepared for the site concludes that the proposed development will not effect the existing traffic service level on SW Pacific Highway or SW McDonald Street. The development of the site will have less impervious surface area because 17.6% of the site will be landscaped compared to the previous 2.8% landscaping on the site. This will result in substantially less runoff from the site. 5. The hardship is not self - imposed and the variance requested is the minimum variance which would alleviate the hardship. The site cannot be developed without a variance to the 75 foot setback from driveway curb to nearest dispenser. Only 14% of the site is developable for a service station with the existing 75 foot setback. 1,741.6 square feet is far to small for use a as service station. Sheet C2 of our submitted plans identifies the area taken up by the 75 foot setback. -8- • • Summary: The design of the Chevron Service Station incorporates sufficient vehicle stacking areas and will provide safe on -site circulation for patron motorists. The development will be designed with more landscaping than required by code and will improve the appearance of the site consistent with the City development standards and comprehensive plan. We request your approval our proposed variance. Sincerely, Don Hardy Planning Consultant File #6956 -9- ¶ Ianning/Design • 122 S.E. 27th Portland, Oregon 97214 Group Phone: (503) 236 -6000 Fax: (503) 232 -2357 Conditional Use Permit for L.P. Busch to build a a new Chevron Service Station at 13970 SW Pacific Highway, Tigard, Oregon January 30, 1995 PDG on behalf of L.P. Bush is applying for a conditional use permit for the rebuilding of an former service station at the north east corner of SW Pacific Highway and SW McDonald Street. This Conditional Use Permit application is being submitted concurrently with a Variance application to reduce the 75 foot setback from driveway curb to nearest fuel pump, and a Site Design Review application is also being submitted. The conditional use permit is necessary for vehicle fuel sales. The former station had 8 fuel dispensers with 4 dispensers per island, and the nearest dispenser was 28 feet from the driveway curb. The station had two driveways on both SW Pacific Highway and SW McDonald Street. The new station will consist of 4 multi - product dispensers with two dispensers per island. The dispensers will be covered by a 38 foot by 53 foot canopy, and a 200 square foot office /rest room and small convenience sales area will be built. The items sold within the convenience sales area will be snacks and confectioneries in vending machines, windshield wipers, oil, and other replacement parts. The driveways nearest the SW Pacific Highway and SW McDonald Road intersection will be closed, and the existing driveway on SW Pacific Highway will remain, and the driveway on SW McDonald Street will be widened. The station will employ 2 -3 individuals based on customer demand. A traffic study has been completed by Keech Associates, Inc. which addresses the impacts from the service and service level of the Pacific Highway/McDonald Street intersection. As required by the City of Tigard Community Development Code, a neighborhood meeting was held on December 14, 1994 at 7:00 pm. Letters were mailed to property owners /residents within 250 feet of the site based on County Assessor records, and the site was posted. The affidavit of mailing and posting were mailed to Will D'Andrea on November 30, 1994. No interested parties or neighbors came to the meeting, and no letters or phone calls were received in response to our meeting. The property is zoned General Commercial (CG). Chapter 18.130.040 of the Tigard Community Development Code states that, "The Hearings Officer shall approve, approve with conditions, or deny an application for a conditional use or to enlarge or alter a conditional use based on findings of fact with respect to each of the following criteria:" • • 1. The site size and dimensions provide adequate area for the needs of the proposed use. The proposed development involves retails fuel sales and convenience sales within the 200 square foot building. According to Section 18.130 (28) of the City of Tigard Community Development Code, Vehicle Fuel Sales with Convenience Sales requires no minimum lot area. Although the site has no minimum lot area requirement, the development will exceed the requirements of Chapter 18.130 (8) of the Tigard Community Development Code which states, "Vehicle Fuel Sales requires a minimum lot size of 10,000 square feet ". Our proposed development is on a lot of 12,440 square feet. The lot has approximately 109 feet of frontage on SW Pacific Highway and 130 feet of frontage on SW McDonald Street. The lot depth measured from SW Pacific Highway is approximately 116 feet. The lot area and dimension are adequate for the needs of the proposed service station and will meet all the City development criteria with the exception of the requested variance. There are many service stations within the City which are located on smaller lots than the Chevron site. 2. The characteristics of the site are suitable for the proposed use considering the size, shape, location, topography, and natural features. The size of the lot is adequate for use as a service station, and the shape of the lot with access from two roadways makes it an ideal location for the proposed use. The site is relatively flat and virtually the entire site was previously covered with asphalt with the remaining area covered by a building. The entire site has been committed to commercial use. The property is properly zoned commercial since it abuts SW Pacific Highway and service stations are appropriate uses adjacent to the state highway. Reasonable commercial use of the property should be permitted. 3. All required public facilities have adequate capacity to serve the proposal. The site has existing water and sewer laterals and electricity is available to the site. Release of storm water from the site into the state's drainage system on SW Pacific Highway will be reviewed and approved by the Oregon Department of Transportation. A traffic study has been completed for the site by Keech Associates, Inc., and the study concluded that the impacts from the development would not effect the existing peak traffic hour service levels of either SW Pacific Highway or SW McDonald Street. Two copies of the study are being submitted with this application. 4. The applicable requirements of the zoning district are met except as modified by this chapter. -2- • • • With the exception of the requested setback variance, the site meets all the City development requirements. Additionally, all underground fuel storage tanks will comply with Chapter 18.104, Fuel Tank Installations of the Tigard Community Development Code, and all DEQ and EPA requirements. 5. The supplementary requirements set forth in Chapter 18.114 Signs, and Chapter 18.120.180, Approval Standards, if applicable, are met. The development will comply with the sign criteria of Chapter 18.114 and the site development review criteria of Chapter 18.120.180, upon approval of the setback variance. 6. The use will comply with the applicable policies of the comprehensive plan. The applicable policies of the Tigard Comprehensive Plan and Public Facilities Plan Policies are identified below: Transportation Policies 8.1.1 The city shall plan for a safe and efficient street and roadway system that meets current and anticipated future growth and development. Does not apply to project. 8.1.2 The city shall provide for efficient management of the transportation planning process within the city and the metropolitan area through cooperation with other federal, state, regional and local jurisdictions. The Oregon Department of Transportation (ODOT) controls access to SW Pacific Highway and ODOT coordinates their access approval process with the City's development permit process. 8.1.3 The city shall require as a precondition to development approval that: a. Development abut a publicly dedicated street or have adequate access approved by the appropriate approval authority. The site abuts publicly dedicated streets and there are approved driveways on the site for access purposes. The existing northern driveway on SW Pacific Highway will remain, and the eastern driveway on SW McDonald Street is proposed to be widened. -3- • b. Street right -of -way be dedicated where the street is substandard in width. Adequate right - of - ways exist for the proposed development. c. The developer commit to the construction of the streets, curbs and sidewalks to city standards within the development. The development will comply with all City construction standards. d. Individual developers participate in the improvement of existing streets, curbs and sidewalks to the extent of the development's impacts. New sidewalks will be constructed on the site, abutting both SW Pacific Highway and SW McDonald Street. e. Street improvements be made and street signs or signals be provided when the development is found to create or intensify a traffic hazard. The traffic study prepared for the development identified that the development will not create or intensify traffic hazards. f. Transit stops, bus turnout lanes and shelters be provided when the proposed use of a type which generates transit ridership. The development is purely auto oriented, so transit facilities are not necessary. g. Parking spaces be set aside and marked for cars operated by disabled persons and that the spaces be located as close as possible to the entrance designed for disabled persons. A handicap parking space is located in the front of the building to accommodate persons needing special accommodations to the building. h. Land be dedicated to implement the bicycle /pedestrian corridor in accordance with the adopted plan. No bicycle or pedestrian corridors were identified by staff during our pre - application conference. -4- • • 8.1.4 When the actual routes of future transportation improvements have not been determined, the city shall designate study areas on the comprehensive plan transportation map and provide general project descriptions to: a. Identify the approximate areas within which these projects will occur, and; Does not apply to project. b. To explain the type and extent of these future improvements. Does not apply to project. 8.1.5 When reviewing development applications within comprehensive transportation plan map study areas, the city shall work with applicants to avoid conflict with the location of future transportation improvements. We have coordinated our development with staff and no future transportation improvements were noted by City staff 8.1.6 A change in roadway classification or location shall require an amendment to the comprehensive plan transportation map, and; when the location of all or a portion of a roadway within a transportation map study area has been determined, the map will be amended by: a. Designating the location of the roadway. Does not apply to the project. b. Designating its classification, and; Does not apply to the project. c. Deleting the appropriate portion of the study area involved. Does not apply to the project. 8.1.7 The City shall support the goals and objectives of the Oregon Department of Transportation to improve traffic flow and capacity at the intersection of I -5 and Highway 217/Kruse Way. However, the city retains the prerogative to review, comment and concur with the actual alignments of the project. Does not apply to project. -5- • • Economy Policies 5.1 The city shall promote activities aimed at the diversification of economic opportunities available to Tigard residents with particular emphasis placed on the growth of the local job market. The development of the project will result in construction jobs and employment of 2 -3 individuals who will operate the station. 5.2 The city shall work with Washington County and adjacent jurisdictions to develop an economic development plan incorporating a local economic development plan. Does not apply to project. 5.3 The city shall improve and enhance the portions of the central business district as the focal point for commercial, high density residential, business, civic and professional activity creating a diversified and economically viable core area. Does not apply to project. 5.4 The city shall ensure that new commercial and industrial development shall not encroach into residential areas that have not been designated for commercial or industrial uses. Does not apply to project. 5.5 The city shall prohibit residential development in commercial and industrial zoning districts except: Complimentary residential development shall be permitted above the first floor in the Central Business District, and above the second floor in commercial professional districts. (The density of residential development shall be determined in accordance with the R -40 Districts.) Does not apply to project. 5.6 The city shall consider private financing by private developers in coordination with available bonding methods to provide public facilities to commercial and industrial land designated on the comprehensive plan map. Does not apply to project. -6- • • Summary: The design of the Chevron Station will achieve the City's development standards and will allow reasonable use of the property as a service station. The new station will be a substantial improvement to the site, and we request your approval of the conditional use application. Sincer ly, Don Hardy Planning Consult. File #6956 -7- 1 1-GuWAv ©, 1 VcJtNAD S� • 1 1 1 1 TRAFFIC ANALYSIS REPORT 1 1 1 111 t�GiNEER � /� • r . OREGON B ERT G. � f `" Expires 6. - `t 5 1 Robert Keech Associates, Inc. ' Consulting Traffic Engineer 1225 NW Murray Blvd. Suite 206 Portland, CR 97229 (503) 641 -6333 1 94.021 1 1 i . 1 TRAFFIC ANALYSIS OUTLINE 1 I Determination of Determination of � ''p°nd°` Proposed Surrounding Survey of g Existing Traffic Land use activity Land use patterns Flow 1 1 Appendix B ` Appendix C Estimation of Estimate of Trip Generation Trip Distribution 1 ; 1 r T 1 TAppendix G 1 1 Existing Traffic Appendix D Projection I Site Traffic Assignment • Existing + Site Traffic AppendixP Projections Estimation of 1 Traffic Growth Total Traffic 1 - Intersection Analyaia 1 J Robert KEECH ASSOCIATES INC. CONSULTING TRAFFIC ENGINEER 1 1225 NW MURRAY BLVD, SUIT 206, PORTLAND, ORE. (505)641 -6555 1 1 1 HIGHWAY 99W NEAR MCDONALD STREET TRAFFIC ANALYSIS REPORT August 9, 1994 1 Introduction: This report examines a proposed 1,600 square foot convenience store with eight gasoline pumps. This site is located on the northeast corner of 1 Highway 99W and McDonald Street /Gaarde Street in the city of Tigard. Access for the site is initially proposed off of both Highway 99W and McDonald Street. However, two additional access scenarios, as discussed below, are examined. 1 Additionally, the impact of an eight -pump service station without a convenience store was analyzed as an alternative land use. Area Analysis: The analysis area includes the intersection of Highway 99W and McDonald Street /Gaarde Street and the two access points. 1 1 Alternative Access: Three access plans were reviewed: 1. Full access at both proposed driveways, with left and right turns 1 in and out (Full Access Scenario); 1 Keech Associates, Inc. 1 1 1 Highway 99W Near McDonald Street Page 2 1 2. Full access on McDonald Street and limited access on !, Highway 99W, prohibiting left turns out (Limited Access Scenario); and 3. Full access on McDonald Street with no driveway on Highway 99W (No Access Scenario). 1 Findings: ' The existing traffic flow on Highway 99W was observed at about 2,370 vehicles per hour and 3,160 vehicles per hour, AM and PM peak hour respectively. The AM and PM peak hour flows on McDonald Street were measured at about 630 vehicles and 900 vehicles per hour respectively. 1 The trip generation for this site with the convenience store is estimated at 1,200 trips per day. A peak generation of 140 trips per hour is anticipated during the PM peak hour, when the site is in full use. Without the convenience 1 store, the site traffic generation is estimated at 1,040 vehicles per do and 1 122 trips per hour during the PM peak hour. Currently, the Highway 99W at McDonald Street intersection operates at an "E" level of service during the PM peak hour. This is not anticipated to change with the addition of the site's traffic flow, although the level of service would decrease to an "E -F" level under total traffic conditions (existing + site + 1 0 percent increase in background traffic flow on Highway 99W). Keech Associates, Inc. 1 1 1 Highway 99W Near McDonald Street Page 3 1 The McDonald Street driveway access is expected to operate at level of 1 service "C" or better for all conditions and access scenarios. The Highway 1 99W driveway access will operate at level of service "F" for left turns exiting the site. Inbound left turns from southbound Highway 99W will operate at I level of service "C" or better for all conditions. Southbound left- turning traffic 1 can choose to turn left into the driveway from the left turn bay, or, if opposing traffic is too heavy, continue to the signalized intersection and turn left on the I appropriate signal phasing. 1 :: The limited access scenario, with left turns from the driveway onto Highway 99W prohibited, provides the best circulation for the site and for the I signalized intersection. Northbound pass -by traffic can easily access the site '1 using the right turn in -right turn out access. Southbound traffic can enter the I driveway when opposing traffic is light to moderate or simply opt for the left turn phase at the signalized intersection. 1 Projected vehicle queue length in the southbound left -turn lane on I Highway 99W is not predictable for level of service "F" operations. At level of service "E" operations, the projected queue length is 235 feet. While queue I lengths on westbound McDonald may approach 250 feet, the signal phasing :1 should clear this queue before southbound left- turning traffic approaches the McDonald Street driveway. 1 i Keech Associates, Inc. 1 1 1 Highway 99W Near McDonald Street Page 4 1 Conclusion: 1 The "limited access" alternative, a driveway allowed onto Highway 99W but with exiting left turns prohibited, appears to provide the best circulation plan. Left turns from this driveway would be difficult most of the day because 1 of the heavy traffic flow on Highway 99W and the driveway's nearness to McDonald Street. The "no access" plan would concentrate the flow on McDonald Street and its driveway. This is not desireable because of the added 1 burden to the Highway 99W at McDonald Street intersection and because vehicle queues on McDonald Street west of Highway 99W are anticipated to extend beyond this driveway. 1 Consideration should be given to the construction of a right turn lane on the westbound approach of McDonald Street to Highway 99W. Currently this intersection operates near its design capacity, resulting in long vehicle queues. 1 It can be anticipated that "Total Traffic" conditions will exceed its design 1 capacity. The construction of a right turn lane on the westbound approach of McDonald Street would increase capacity by about 8 %. The intersection would 1 still operate at a calculated "E" level of service, but would result in shorter vehicle queues interfering with the McDonald Street driveway and less vehicle delay at the intersection. 1 The inclusion of a convenience store does not adversely affect the Keech Associates, Inc. 1 1 1 Highway 99W Near McDonald Street Page 5 1 operation of the signalized intersection or this site's driveways during the AM or PM peak hours for any of the access scenarios examined, nor would the 1 inclusion of a convenience store change the above conclusions. It is anticipated that the convenience store would generate an additional 18 vehicle trips during the PM peak hour (a 15% increase of site generated traffic). 1 Robert Keech, P.E. Traffic Engineer P.E. #8822 1 1 1 1 1 1 1 1 1 Keech Associates, Inc. 1 1 1 1 1 1 1 1 1 1 1 1 APPENDIX A 1 1 Vicinity Map 1 1 a - 7.7 . .. - - �, ._ -•„..:.:,... 1 t I .. 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S RP --- ----t �- r r: t ^ ,. • � t. 1 .9 ~ a ST GOL 6 CWNI RY 1 j� _ . �.. • EY t . : t < : CLUB qt�,0v A ; �' : ,-:•, 1 1 1 1 1 1 1 1 1 1 1 1 APPENDIX B I Site Traffic Generation 1 1 1 1 PROJECT SITE TRAFFIC GENERATION II Worksheet II SITE NAME: Highway 99W Near McDonald Street SITE USE: Eight Pump Service Station with Convenience Store II SITE SIZE: 1,600 Square Feet (1) UNADJUSTED DAILY VEHICLE TRIP GENERATION RATE: 150.0 trips /Pump II ESTIMATED MODAL SPLIT: 0.0 ADJUSTED DAILY VEHICLE TRIP GENERATION RATE: 150.0 trips /Pump TOTAL DAILY GENERATED TRIPS: 1,200.0 trips /day I PERCENTAGE OF TRIPS OCCURRING DURING AM PEAK: 7.5 % AM PEAK HOURLY GENERATED TRIPS: 90.0 trips /hour AM ENTER TRIP SPLIT: 0.50 in /total II AM TRAFFIC VOLUME IN: 45.0 trips /hour AM TRAFFIC VOLUME OUT: 45.0 trips /hour II PERCENTAGE OF TRIPS OCCURRING DURING PM PEAK: 11.7 % PM PEAK HOURLY GENERATED TRIPS: 140.0 trips /hour PM ENTER TRIP SPLIT: 0.50 in /total PM TRAFFIC VOLUME IN:• 70.0 trips /hour II PM TRAFFIC VOLUME OUT: 70.0 trips /hour 1 (1) Information from preliminary site plan. II Source: Trip Generation, 5th Edition, Institute of Transportation Engineers, 1991, Land Use -Code 845 1 1 1 .1 1 .1 1 PROJECT SITE TRAFFIC GENERATION Worksheet 1 SITE NAME: Highway 99W Near McDonald Street SITE USE: Eight Pump Service Station without Convenience Store SITE SIZE: 1,600 Square Feet (1) ' UNADJUSTED DAILY VEHICLE TRIP GENERATION RATE: 130.0 trips /Pump ESTIMATED MODAL SPLIT: 0.0 ADJUSTED DAILY VEHICLE TRIP GENERATION RATE: 130.0 trips /Pump TOTAL DAILY GENERATED TRIPS: 1,040.0 trips /day PERCENTAGE OF TRIPS OCCURRING DURING AM PEAK: 8.3 AM PEAK HOURLY GENERATED TRIPS: 86.0 trips /hour AM ENTER TRIP SPLIT: 0.54 in /total AM TRAFFIC VOLUME IN: 46.0 trips /hour AM TRAFFIC VOLUME OUT: 40.0 trips /hour ' PERCENTAGE OF TRIPS OCCURRING DURING PM PEAK: 11.7 % PM PEAK HOURLY GENERATED TRIPS: 122.0 trips /hour PM ENTER TRIP SPLIT: 0.50 in /total PM TRAFFIC VOLUME IN: 61.0 trips /hour PM TRAFFIC VOLUME OUT: 61.0 trips /hour j ' (1) Information from preliminary site plan. Source: Trip Generation, 5th Edition, Institute of Transportation Engineers, 1991, Land Use Code 844 1 ' HIGHWAY 99W NEAR McDONALD STREET PROJECT SITE TRAFFIC GENERATION SERVICE STATION WITH CONVENIENCE STORE 1 (BY DISTRIBUTION TYPE) DISTRIBUTION TYPE IN OUT TOTAL 1 AM "DRIVE BY "(1) 24 T/H 24 T/H 48 T/H 1 "PRIMARY" 21 T/H 21 T/H 42 T/H TOTAL 45 T/H 45 T/H 90 T/H 1 PM "DRIVE BY "(2) 41 T/H 41 T/H 82 T/H "PRIMARY" 29 T/H 29 T/H 58 T/H 1 TOTAL 70 T/H 70 T/H 140 T/H T/H = TRIPS PER HOUR 1 (1) 54% PASS -BY TRIPS AND DIVERTED LINKED TRIPS (ITE Pages 1347, 1352) (2) 58% PASS -BY TRIPS AND DIVERTED LINKED TRIPS (ITE Pages 1347, 1352) 1 1 1 1 1 1 1 1 ' HIGHWAY 99W NEAR McDONALD STREET PROJECT SITE TRAFFIC GENERATION SERVICE STATION WITHOUT CONVENIENCE STORE (BY DISTRIBUTION TYPE) ' DISTRIBUTION TYPE IN OUT TOTAL AM "DRIVE BY "(1) 25 T/H 22 T/H 47 T/H "PRIMARY" 21 T/H 18 T/H 39 T/H TOTAL 46 T/H 40 T/H 86 T/H PM "DRIVE BY "(2) 35 T/H 35 T/H 70 T/H "PRIMARY" 26 T/H 26 T/H 52 T/H 1 TOTAL 61 T/H 61 T/H 122 T/H 1 T/H = TRIPS PER HOUR (1) 54% PASS -BY TRIPS AND DIVERTED LINKED TRIPS (ITE Pages 1347, 1352) (2) 58% PASS -BY TRIPS AND DIVERTED LINKED TRIPS (ITE Pages 1347, 1352) 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 APPENDIX C t 1 Site Traffic Distribution 1 1 1 1 1 APPENDIX C Site Traffic Distribution Site traffic distribution based on observation of existing traffic flows and 1 general land use patterns. 1 1 1 1 1 1 1 1 1 1 1 :1 1 1 Robert . <EEC- ASSOCIATS I\C, f: CONSULTING TRAFFIC E \ \EER �, - 1225 NW MURRAY BLVD., PORTLAND, OR 97229 (503) 641 -6333 6 �, ' a �v ,� o HWY 99W near McDonald Street — \ ' ,o ,, ' '' ' 5I Tr lT 9ff.c 47 isr lacrribIJ . # / ,/ s 7--, . i 1 , 4, ,.___■ -- e • ' \ , /\ S c � �a , ��: "• i� is �, ' � �. McDonald St • °) ' 1- 1- • Z ' +44 4J .? ® `` ®- - `P 4i1 r® —0 —9 �► • .'• MI INN • NM • MI IMO 111111 .1•1111111_ Robert KEECH ASSOCIATES, I\C. CONSULTING TRAFFIC EN 4,4 ; _± < t ) 1225 NW MURRAY BLVD., PORTLAND, OR 97229 (503) 641-6333 4 -- - 4- HWY 99W near McDonald Street s i Tr- TA c_ . b isreasa orio4) \ (.6470 \ Aft) PE' 4 — PkssA7 , FOLL 4 Cel S ,,,' 4 01VVIIF1IIIIIIIP — II 1 I'5637 V / . - • ,.••••,•: ' \.; ,fil / • . ' .':''..: ,. '''. '1 •/,/.. ,, ;h 1 * M c D o n a I d St ,...,, <----/ .., .. , 4 , • _______Lz_rYe; , ? ■• - ■'1 , • ., I7 ! r \ s * • \ °) • . ‘ Z \ 4L 4 1 4— tr;) / 1 4 ----- –• ,.„' . ' • .., .. ...._.• -"-- 1 ' _ 1 _ _.. s.a._.___. Robert KEEC- ASSOCIATES I \C, t. CONSULTING TRAFFIC EN *4,44 1225 NW MURRAY BLVD., PORTLAND, OR 97229 15031 641 -6333 9 4-it 4 " `� n ear McDonald Street - HWY 99W . 5 I T I C . .e.,srezria077 ,) /44.20 A M 64x. - Pfrsser ; L l M/ rF o 'q ccis s ���������■ ■ ■ ■ ■•��� . ■ A . ."' . 1 , t. , _ , ., ,.. !g 6 , r p ; . .. i I .. /• ' ` � d i McDonald St ° • ' 11-7° Tx. I • � 1 J +44 4 1 - v \ 1 - It- a-� 1+ • � .t 1, t - d / • 4 mu No a .. m -_ -- . — _.... — ._.._ -a•I- --NE-- Robert - v-- KEEC- ASSOCIATES IBC, 2'.= ,„: CONSULTING TRAFFIC EN � .4,L® - 1225 NW MURRAY BLVD., PORTLAND, OR 97229 (503) 641-6333 ®i, `1 HWY 99W near vlcDonald Street . -; it 5 /Tr I •i2/tFFic_ . b iSTnia•0776.0 l 4m FEkk- F By; ,t) ceEss \ ___�_.-r *-_r ∎∎ / 1 /6 '� , . �!�O 4 , A " _ -) � P,,, , „,.__.. ., ,j '' ."mi •.,''.,/ y ` . ..:..,. . „.._.._.,„_,.„.._:.., , /. McDonald St . NV fr P ■ ■ 75y. 9/o /i,% . GII , 1 of -- r ''t- `e + 41 \ 1-14.1-1r4N-V) Ur NM ti - _ _ _ __.11111111—s- Robent . • .. KEECH ASSOCIATES I \C, • CONSULTING TRAFFIC EN X 4,4 \ 1225 NW MURRAY BLVD., PORTLAND, OR 97229 (5031 641 -6333 - 111",) HWY 9.9W near. McDonald Street ,,. LIVIo 5 ITS l ' kPFi c. , s r#z,)? . r, ) 070 • 'PM ? — fl¢ss 0 , f= ... A cct SS 3 ���irrIr1r1.��1. I. . , Iv ,, 1 \ = ,/ . or= ..,,, .,... , .., McDonald St ,,;, 17% 1-1c67° • i 1 . \ I • -- 4- 4- ± htra ditro 4 4 �. / ' -4. r■ I NM r 0• • ' i.... -.. -..,.- •-_ Robert KCH ASSOCIATES I \ C. 4 CONSULTING TRAFFIC EN �' 1225 NW MURRAY BLVD., PORTLAND, OR 97229 (503) 641 -6333 � 1 e McDonald Street HWY 99W near " vex, S /TL- T QAFA c "blsTrtsi? T,o.) PM PE-4,c — F/tssay ; L, m, rho f} cCOEs 309,. ` .�:�:�:r:�:�:�: ■ ■ ■ • • . i t • , p' / " /< '2/ X.Y #4, ■ McDonald St /7x0 1 7S% i1 30x tivy. ow e 0 ) XN 14 +_± ± 4-i t r* 1 4 7. Mil 'NM . •111,......1111111-1111111- Robert ------ KEECH ASSOCIATES„ I\C, t. . 4— • . CONSULTING TRAFFIC EN(ANEER 4_14,44__ \ .. ../, 4-, ,i 1225 NW MURRAY BLVD., PORTLAND, OR 97229 (503) 641-6333 4 . - , . HWY 99W near McDonald Street 5 i Tr- "TRA .b isTezills 07 6 PHI Fm/4 - P4 ssA y ; 1)0 4ccrs s \ .....- 17 I 1 s i : / %:/) ' . •V . ! . / ' / '. '' — I P , • 7 , , , ,... .. .. . ... ., . . McDonald St AS Val r AI 1 ■ 7 i . 13 ) __+___-, . _?a 41 • 4 /1 • • , I • 1 1 1 1 1 1 1 1 1 1 1 APPENDIX D 1 Site Traffic Assignment 1 1 1 2 owe r ips el. `— w Nos low t: • r • r • i so r•• ow KC I \ C, ,, , . JONSULTING TRAFFIC EN � 1b � y . 1 225 NW MURRAY BLVD., PORTLAND, OR 97229 (503) 641-6333 �' � A , ;' HWY 99W near vlcDonald Street SIry Tie *fFic 4ssi4.0My. i - r N1 Pb AK / TOTi9 4.7;-14 pr; C /�ut -I-/it ca -is ,, ��� vp , , y i ' - . 1 t e , s r / dr #-#. / . ,, , . . , .# w . , .Q.,.2..\\441*.A. • McDonald St 0) \- `C i ( \ i � 4 .W 3 /s± 4-i 4-4- �/y 4-116-f-0 -0 -0 • Tom ` -� 4 ■ LE GEVEI 4 15 W/ nf Co.uvN/FAlee S wintovr Co..ivE.u'!we 57v1tE r owe r �w : �i soli .: air am ..r .w as ow �' � BEECH ASSOCIATES 1\C; `� i ,. 2ONSULTING TRAFFIC EN - -" `' 225 NW MURRAY BLVD PORTLAND, OR 97229 1503) 641 -6333 ., e� HWY 99W near VcDonald Street 5, TTQ/ 4ss /6. ins,u7- fill ? w e _ / i TA ` T,zAFr 7 e AI 'tint o h"cc r ss \ / ' I , 4 / ��♦�♦ ' ♦��y�♦������� 1 ';�,� I - e • ,,,__ ,,,,..,,,,., ,.._,__. ,, „..,, tx if /./ 0 \A:���:0` McDonald St -" c� 1 3 \ T., 1- `e N1 w.� %a .14 • - �' 11'9' r� ) 7/q -' d1 ? rP 3/3 9 4 Z a i - Lg Gr-ND 4 /5 t A nf Co vv N /Fiyce STME /w /f//o C'o ,.)✓E•.,r /CE 577 r - «•. - iii i s avi ma i r ow ow a■s am al. um r�" � . CH ASSOCIATES I\C; 7' ONSULTING TRAFFIC EN � - • ) . 225 NW MURRAY BLVD., PORTLAND, OR 97229 (503) 641-6333 ► � r - 1WY 99W near V'cDona Id Street _____,.:..\.,:... 5,TE T 4 #F,... assis,,Jir).... ,,,,„,- ce , A..401pier / ,../, ./.A, .1■. . i .: ,..,, .,,. .. ,,, • , „ 1 ,,,,,, / ,..___ . • . 0. .. , A, _______ 1 = e ,,, ,,,.,,,<,,,,.._, , ._,,_ ,,,, /./ ,:c.,/,? , , „, ,.x., \ ... ; , , . .. . . , McDonald St 1 \., • lLIio 3/3_t + i tri> � 3S/ ® r i Z . Ls 6 CuD 4 l r- ti)/ nt CoNvEN /EA/Ge 57o4E40 it7/oo C'o‘ivtAAriMG cr $7"r�,..E 7 c � r .1'•. am as Ns .. r or ow al sow .. — (CH ASSOCIATES 1\a .,.., 4- \ - 3ONSULTING TRAFFIC EN + - ° 225 NW MURRAY BLVD., PORTLAND, OR 97229 1503) 641-6333 / �, ` . HWY 99W near V'cDonald Street 5 / TE Tie,frFI 4ss /6a ms.J7 pnl t /r,C /71, r4I Tiz4FP�C.- f Fes A e46As i . � : �:��—��w Ir \ /' /41 1 / ./ ,---- . / 1 e# _.__,_, ,.../ .a.I. ,/ z\/,) feAt I McDonald St 1 \,. , 0) \ ,• `Z` X14 4; ' ('" r .;- S + t r® , I1 /, c_' 47'� r+ ; y/y --► • i Ls Gc-N0 4 /5 W, of CoA.JvN /EA/CCG STa4F44.)itvoloT Co..dvEn.vovc.6 57vreE I o e r NV =IT I i .■: .■ .. .. .. .. .. ... -... (EECH A SSOCIATES I \ C, N � -a4'2y. J L � ' TRAFFIC EN a ®f - 'i 225 NW MURRAY BLVD., PORTLAND, OR 97229 (503) 641-6333 HWY 99W near McDonald Street �— . 51TE T,e4frlt 4ss,s .00)s,ur P41 PE/r e /70 T�1 .4,--, c A/.H /T 4 //Cress �. ....� ■ I t e � ....4/' / /,,,-.,,,)\ / / \y/\,./\/\ \ ....•. , • McDonald S t �_.--- �-- -� - -�= �'\ S 0 ) . ,`_ 0 `C 4J 1 L ► NV z1/ , tJ .y L -+ ‘ , T - 1 LEG-E'' 4 1 /5-- iv, nt CotivRAI /cwce STi» / 11710 or Co,a ✓E4.0l..ue• 57v4eE !Ill e MIS .. 111111 wow .. ow s I — N WWII .. i .: .■ • .r .. KEECH ASSOCIATES IBC; ® . CONSULTING TRAFFIC EN a� l � ► `� -- 1 225 NW MURRAY BLVD., PORTLAND, OR 97229 1503) 641-6333 6 4-1"h-- � HWY 99W near McDonald Street - SiTE- T # . f F " C ass, »'i uT- i P/Y' FE/f•t /70 74 L Tel-11 FP", C /N v g CcEs ` s I I rl r••■•■•■ •4 • „/ X ■ 1 t e ,,, /7^ • / , i .. .„„,..,,\ ,,.. .. McDonald St �-- -� - J, 1 b \ . s., \ . 0) � \ -I\ 1 \ &- tzt-/;>- l' ti / A 4 (4 4- `Z' 4 + -22 / 2- c + • - S 4110e \ 54/5b _t ±itr+ 4K i --0 X. ,/ Z Ls GE-WD CoNvEN /FNCL` STbR /w /pour Co..rvt,SA)C F' 5 1 1 1 1 1 1 1 t t 1 1 APPENDIX E ;1 Existing Traffic Flow 1 1 1 1 I APPENDIX E Existing Traffic Flow 1 1 Existing traffic flow as measured May, 1994. 1 1 1 1 I . 1 1 . 1 1 1 1 I ' - 111 1 . . - ..�..... .� • _. . ....,_...110 — Robert - K C ASSOCIATS I\C •, ..,, CONSULTING TRAFFIC EN + + ) 1225 NW MURRAY BLVD., PORTLAND, OR 97229 (503) 641-6333 ' ' / ' HWY 99W near VcDonald Street -I- EXIST 1 ∎.1 G TZ.A..F'r t (-= Lc) Lk.) ' _ ANA Pte. V— Hoy e_ �� � �� 4.k / � % %, . /y ;� � McDonald St � ��' .__ S - -. __ f1 E � \ 0) Ill 9 -76. , ®- 2 a I 1 1., ) (.7 -` 4 - t `1 % ; - � ' -.t +1 `� 11 I � , ' 4 PP / 1 -, i F , L9 • t II INTERSECTION TURN MOVEMENT COUNT SUMMARY REPORT McDONALD STREET /GAARDE STREET AT HIGHWAY 99W • T =11.1% P =.916 I N 1788 45 655 88 ♦ DATE OF COUNT: 05/26/94 o R 11578 DAY OF WEEK: Thu TIME STARTED: 07:00 T TIME ENDED: 09:00 H 4-308 4-1 1 L. 4 -218 II 67 • L62 T= 3.2% T= 6.6% 171 -► 4 -76 I P =.853 1 P =.813 TEV =TOTAL ENTRY VOLUME ♦ r gp T= %TRUCKS BY APPROACH P =PHF BY APPROACH II 239 -► 4 413 -► 187 1449 154 Peak Hour 736 ♦ 07:20 -08:20 Traffic Smithy 1 T= 5.6% P =.911 11790 TEV =3035 Traffic Survey Service II EAST BOUND SOUTH BOUND NORTH BOUND WEST BOUND TIME PERIOD • • ♦ ♦ FROM - To -► 1 L ' f "1 I r' j '- L ALL II 07:00 -07:05 0 14 3 2 37 4 4 91 7 4 4 4 174 07:05 -07:10 1 10 4 1 44 3 11 95 7 5 1 8 190 07:10 -07:15 0 10 7 0 69 0 9 128 14 6 4 6 253 07:15 -07:20 0 17 4 1 56 4 10 102 16 5 2 2 219 I 07:20 -07:25 0 14 5 4 58 5 18 101 7 6 5 7 230 07:25 -07:30 0 17 5 5 51 8 17 126 17 7 7 0 260 07:30 -07:35 0 15 4 5 45 2 15 122 17 3 8 4 240 07:35 -07:40 0 12 9 4 54 10 15 93 18 10 6 1 232 II 07:40 -07:45 0 9 6 4 77 4 10 140 17 8 7 5 287 07:45 -07:50 0 29 4 4 47 11 18 124 15 7 4 7 270 07:50 -07:55 0 10 11 2 49 11 13 114 13 10 4 7 244 07:55 -08:00 0 12 4 5 61 7 19 146 10 8 16 4 292 08:00 -08:05 0 13 0 3 46 8 16 151 9 5 5 4 260 I 08:05 -08:10 1 15 9 1 50 2 14 101 2 10 4 10 219 08:10 -08:15 0 11 4 3 60 11 19 127 11 4 7 7 264 08:15 -08:20 0 14 6 5 57 9 13 104 18 2 3 6 237 08:20 -08:25 0 10 7 9 53 6 18 89 10 10 7 6 225 II 08:25 -08:30 0 13 10 6 56 9 14 121 9 8 7 8 261 08:30 -08:35 0 13 10 5 60 5 13 115 9 2 5 7 244 08:35 -08:40 0 4 1 3 63 15 19 73 6 8 6 0 198 08:40 -08:45 1 12 1 7 68 8 15 135 8 3 2 12 272 08:45 -08:50 0 5 4 3 68 11 13 83 9 4 8 8 216 II 08:50 -08:55 0 1 1 2 68 6 11 106 6 8 6 6 221 08:55 -09:00 0 5 1 4 64 11 17 78 14 3 5 3 205 II II ' Total Survey 3 285 120 88 1361 170 341 2665 269 146 133 132 5713 PHF .25 .84 .8 .8 .92 .76 .94 .88 .74 .8 .76 .67 .941 % Trucks 33.3 2.8 3.3 9.1 12 4.1 5.9 5.9 2.6 9.6 3.8 6.1 7.1 Stopped Buses 0 0 0 0 0 0 0 2 0 0 0 0 Pees 0 7 0 0 3 0 0 2 0 0 7 0 Hourly Totals 07 :00 -08:00 1 169 66 37 648 69 159 1382 158 79 68 55 2891 I 07:15 -08:15 1 174 65 41 654 83 184 1447 152 83 75 58 3017 07:30 -08:30 1 163 74 51 655 90 184 1432 149 85 78 69 3031 07:45 -08:45 2 156 67 53 670 102 191 1400 120 77 70 78 2986 II 08:00 -09:00 2 116 54 51 713 101 182 1283 111 67 65 77 2822 II MI MI — - 1111111 �■ —. -� . ("C ASSOCIATES IBC, J , �� CONSULTING TRAFFIC ENG \EER 44,41,-- = °` 1225 NW MURRAY BLVD, PORTLAND OR 97229 (5031 641-6333 4-, - ` v -B w HWY 99W near vcDonald Street �- ' e_x%5Ti•Jc. TP_,b,F F1C. FL..otA) „," , '' . ''' /". . . >;: s . ',. , (.'y ;-'" X ;,.; / '' . je l t J! '.i, 1 e p / .. r i i.• r ,, y 7� . ; 1 / ...\ , McDonald St • i \ , - - - - - -- -- - - - -- AA \\ . -s 't \3n . , t_ / + 4, 4 , 151 ) ( 4 0,4,4 4;-- . 123 4 6.,�� / I INTERSECTION TURN MOVEMENT COUNT SUMMARY REPORT McDONALD STREET /GAARDE STREET AT HIGHWAY 99W • T= 3.2% P =.939 N I 0 1 1758 ♦ DATE OF COUNT: 05/26/94 1399 DAY OF WEEK: Thu R 114 1504 140 TIME STARTED: 16:00 T TIME ENDED: 18:00 H x-535 4J i L. 4 -501 • I 76 • L139 T= 2.5% T= 2.7% 127 —► 1 -205 P =.931 P =.888 I 13 157 TEV =TOTAL ENTRY VOLUME T= %TRUCKS BY APPROACH ♦ 41 1 f i- P =PHF BY APPROACH 216 —► 396 —► I 216 1184 129 Peak Hour 1 ♦ 17:00 -18:00 Traffic Smithy + 1674 T= 4.7% P =.930 11529 TEV =4004 Traffic Survey Service EAST BOUND SOUTH BOUND NORTH BOUND WEST BOUND I TIME PERIOD • • • FROM - TO —► 3 43 1 4 .4 1 1 r' j '- L ALL I 16:00 -16:05 1 9 5 5 115 9 18 106 11 12 8 5 304 16:05 -16:10 0 5 7 9 123 7 18 106 12 9 9 9 314 16:10 -16:15 0 4 6 8 160 12 20 98 7 19 11 7 352 16:15 -16:20 0 4 6 5 130 9 21 145 17 12 10 3 362 I 16:20-16:25 0 5 6 9 136 9 13 108 7 11 13 7 324 16:25 -16:30 1 4 2 6 106 9 15 102 7 8 5 7 272 16:30 -16:35 0 8 1 7 96 8 12 99 13 16 16 12 288 16:35 -16:40 0 10 10 5 102 5 22 88 6 18 18 6 290 16:40 -16:45 0 8 3 4 112 10 27 106 13 9 11 8 311 I 16:45 -16:50 0 6 9 7 131 10 14 102 12 16 13 8 328 16:50 -16:55 1 9 4 10 124 10 21 112 8 9 10 10 328 16:55 -17:00 0 9 5 11 142 6 19 113 7 8 8 13 341 17:00 -17:05 3 11 8 5 108 10 11 107 14 8 11 15 311 I 17:05-17:10 1 10 5 11 120 13 23 80 10 18 20 8 319 17:10 -17:15 1 7 7 7 115 9 14 113 14 20 19 10 336 17:15-17:20 2 11 9 7 128 15 22 92 6 12 16 13 333 17:20 -17:25 1 3 5 10 127 7 22 96 19 15 18 13 336 17:25 -17:30 1 15 11 12 140 10 21 125 8 8 18 12 381 I 17:30 -17:35 0 9 5 10 127 14 16 84 15 10 11 12 313 17:35 -17:40 2 9 4 10 137 8 12 89 15 11 18 13 328 • 17:40 -17:45 1 19 5 10 125 9 21 85 7 13 23 14 332 17:45 -17:50 1 6 4 10 123 16 20 99 5 15 21 13 333 I 17:50 -17:55 0 13 6 11 118 14 21 102 6 14 14 6 325 17:55 -18:00 0 14 7 11 136 15 13 112 10 13 16 10 357 II II I Total Survey 16 208 140 200 2981 244 436 2469 249 304 337 234 7818 PHF .65 .84 .76 .89 .93 .78 .83 .95 .77 .79 .83 .87 .953 % Trucks 18.8 2.4 .7 .5 3.4 2 1.8 5.1 5.6 .7 3.6 4.3 3.7 I Stopped Buses 0 0 0 0 9 0 0 1 0 0 0 0 Peds 0 13 0 0 4 0 0 9 0 0 8 0 ' Hourly Totals 16:00 -17:00 3 81 64 86 1477 104 220 1285 120 147 132 95 3814 I 7 91 66 87 1422 108 212 1275 128 153 154 107 3810 16:30 -17:30 10 107 77 96 1445 113 228 1233 130 157 178 128 3902 16:45 -17:45 13 118 77 110 1524 121 216 1198 135 148 185 141 3986 17:00 -18:00 13 127 76 114 1504 140 216 1184 129 157 205 139 4004 II II 1 1 1 1 1 1 1 1 1 1 1 1 1 APPENDIX F 1 Traffic Growth . 1 1 1 1 1 APPENDIX F Traffic Growth 1 The traffic growth was assumed at a 10% increase on the existing traffic I flow on Highway 99W only. Due to the built -out nature of the surrounding areas, no growth was assumed on McDonald Street. This increase is used to provide a level of service comparison for the immediate future. 1 1 1 1 1 1 1 1 1 1 1 .1 1 1 ,1 obert KC AS5OCIATS I\C, A � CONSULTING TRAFFIC EN �� J �' 1225 NW MURRAY BLVD,, PORTLAND, OR 97229 (503( 641-6333 47 rt. HWY 99W near McDonald Street - 7 .- R/1 FF1 c &SRow -r4 Am PE gout?, ., #•7# # / ♦�Od• _, _ � e• , O � � i S S � McDonald St �r:�r/ i♦ \ i ∎ .1 / � r ° . 0 41- 6 `Z' 4 1 4- 4 . Robert eme KEEC- ASSOCIATES I\C CONSULTING TRAFFIC ENG ��` 1225 NW MURRAY BLVD,, PORTLAND, OR 97229 (503) 641-6333 r/ HWY 99W near McDonald Street TR - G'F / G X Jn, PM P H0.)K... ,4c r "1.; • ♦♦ • I e 40. / ..., \.„,\),., / /.\7 • • / ,, A• ## 40 \ Aff___A,..t.,... i McDonald St ' . oe e + '9� � 4 I _I 47 t fI -t 43 i A t r® 4 , s . \ 4 i 1 1 1 1 1 1 APPENDIX G , Intersection Analysis 1 1 1 .. .... .... .... ._.. .:wJ.`....: .:uvr . ..:n \.f:�w+..�.ra•.: ili..�.wti tl r.i. 1 APPENDIX G Intersection Analysis 1 Traffic Projections: 1 Estimated Existing - Estimated Existing traffic flow from field measurements conducted May, 1994. Existing + Site - Existing plus site generated traffic flow. Total Traffic - Existing and site plus traffic growth. Traffic growth is assumed at a 10% increase over existing traffic flow level for Highway 99W only. Due to the built -out nature of the surrounding area, no growth is assumed on 1 McDonald Street. 1 1 1 1 1 1 1 1 1 1 1 1 I SUMMARY OF CAPACITY ANALYSIS HIGHWAY 99W AT McDONALD STREET Existing Existing + Site Total Traffic 1 Intersection LOS LOS LOS W /Store W/O Store W /Store W/O Store 1 a /b /c a /b /c a /b /c /d a /b /c Highway 99W at McDonald Street (signal control) I AM Peak Hour B C /C /C C /C /C C /C /C /C C /C /C PM Peak Hour E E /E /E E /E /E E- F /E -F /F /E E- F /E -F /F II Driveway at McDonald Street (stop sign control)(1) AM Peak Hour -- A /A /A A /A /A A /A /A /NA A /A /A 1 PM Peak Hour -- B /B /C B /B /C B /B /C /NA B /B /C Driveway at Highway 99W (stop sign control)(1) 1 AM Peak Hour -- E /C /NA E /B /NA E /C /NA /NA E /C /NA PM Peak Hour -- F /B /NA F /B /NA F /B /NA /NA F /B /NA I LOS = Level of Service (See Level of Service Criteria) NA = Not Applicable I a = Alternative A (full access at Highway 99W driveway) b = Alternative B (limited access at Highway 99W driveway - -no left turns from site onto Highway 99W) c = Alternative C (no access - -no driveway - -onto Highway 99W) 1 d = Alternative D (limited access at Highway 99W driveway with right -turn lane on McDonald Street) (1) The level of service, for stop sign controlled intersections, is calculated for each stop or yielding movement. Generally, the side street left turn movement has the poorest LOS as illustrated in the Summary of Capacity Analysis. This LOS may be I experienced by only a few vehicles (those making the left turn), whereas the average LOS of all vehicles entering the intersection would be much better. 1 : 1 1 1 1 I I ) & 44 1 • 4 1 1 4r 4 'I '') • 11. t - . 1 .- ?i -__. ...‘ I i a t i n i _1" 4 1 t 1 1 I . 1 --;, . • Si te .,--. • 7- +._ n e NFT 1 , i . ........ 1 . . . , . . - • , - :I; —+ . .. i • . 1 - 4°' . . II tI - - -4 N i F " + • a t' 47 I ', * 1• 1 - 4 -2 . (-' •(—)` 1 Al I .■ \ ; ,_... L. - L. -4r. P :., •- 41 4_ 1M OT T IC Growth 1 c • /-;, .- - 1 Total Traffic WY 99W near VcDonald Wee Robirt 1 .1.41-iy 9q :4) ii MGDO4dir...6 574-fer < ( — ASSOCIATES, 1\C A&1 pg_,tx. ,-/Tyvi_. _ 7":).ti A,-%“:- CONSULTING TRAFFIC ENINEER - _ "'" '.-"."'"" r‘i" PnRT 1- ` 1 \ I P nP o-7' 15031 7, II 1 — SIGNALIZED INTERSECTION —SICCAP—- VERS(05jAN92) 8/ 2/1994 14...18:40 TNT ARD,H 9/Nr STRE II VCLU:s:E!3 E'_':ISTING CONDITIONS, 194, A:s! v.ETRO SIZE: r: AYALYST: 7)AVE CRAY! FILE NME v": II :PEA:: :P: :T2HASE !D-:AF. :1 !PHASE : C 80 _ _ G= 68 Y= 12 II ! • I ; ! 1 ! . 1 . . ! : * SERVICE LEVEL B * SATURATION 64% II , ! ! : .__ , 7.*: • :1 'AE II : clir:Tv. EAOT 1 AYY: • 1.1 wIDTH '!'.:CP.TH ..i..... : MOVr' WIDTH 1 - -. II : T. 1 R.. 12.0 , 12 . 0 R ? : 7 l'.1.0 T. 12.0 .7 T.. 12.0 RT. l':'.0 L. . 12.0 ! 2.0 I . . 12.0 .0 ! ... : . : ... .0 L.. 12.0 ... .0 , ! I ... • ,... • '.f.7 VOL'... ! '.!flVF. il.'...: 3.7''.': — ! II , ..7.,--7 . --:, 1 -- 6 _ • .. . . _ .... ....:..:..-...,..,. .,..- . 7HASING , _ ... .. . II . . . . . . _ . .... .. . _ . . :/'.,: T1. 7Y.A:7, WITH OVER"..AP (C-3';: . . . II . `ft.'VE ! S0',.. YORTH AST ! .177 .000 .E..".. .082 : 1 09 _ : .1 T. .\3! .000 02 .028 ., . 't . 0(:" 1(:::': .037 .Onn : 2 V:::.—.31'..': E—W V/C TOTAL . .150 MINIU:Y1 ‘.1C=.075 I : :.1- VOLU:1E ! ! 7E AVA (SECS) : MOVE STORAGE 1 R ! 1 R ! II SOI7:: : __ ....... . n7 9 0.'" , 27r ,.. . Yr...R 2 7 ::s.C.,..! 2? : 1,-. - .. : . 2:2,.: 2 ! .::7.. :7.'1 ..._. . ,..... . I I • II - 2 ' NA 7 NT 7 RS - . --STGCAP- VPR2(05,3ANc 8/ 2/1994 14:39: IY77.P.2 TICARP,HIC:,HWAY 99W/Nc'...)•:'.. STRF 7 XI,C.TTG - SITE; F'S" ACC W/ qTORP199 :1.1-: TN_- ? ..*:' 17 T : II ]: :00,000. B21A".•Y-7WT ANALYST: DAVE CRAY, II . PHAST !PHASE !PHAP. !PHASE !PHASE :PHASE ! C= 20 .______!_ __ . ! 1 ! . G= 64 Y= 16 ! ! ! ! . ! II ! : ! : ! ! I I ! I SERVICE LEVEL ! :k SATURATION C r,00. * ...., -0 " II APIDROACH "XE GE0 - !QOUTH NOPT'-' W r II LANE ! :`10VE Y10V WIDTH ! 1 1 RT. II 2 : L.. 1 ':' . l2.:' ... 7 in n . , . . ..... L.. ... ..., ... ., . , 0V"- '...f. : '. SATURATION ! .'10VE',E :_:: .11 . . . . I/ ''... ! '07 YC.7•TH : ,c .2 ,... f , :r ..--- , 'I.: 7T7 '1 7..•T : : c : .-.'.. C.-2,% GT% fr--?' ' ; : T 2.. A _ . _ 1 ..:E:7.7 : E.7 _., ..-.,•:".! : ':'''''', PHASEY.C, . . , • • . . , . --. • -. -- • • . • , :::/ PHASE W:TE !:)VERLAP (C-:',: ! APPROACH V /C VA' U"- II YlOVI: ! ':UT I _ . . . • ,..,r-oT ,N,.....,_ r TR : .' .000 .000 .083 . R : .0T .02• ? .onl .037 . 1 R -AD: .:00 .024 .000 .000 .047 ! L : ' * 1 7:C .03 .054 II 2 V/C=.327; E W V/C=.272 TOTTA B: .205 :\IINI'.. V/C-.07!.:. II 7 C -!' ----.17 ,‘,..-rl. e0.7.,0%, ...0•r. ''''''".r - . . . . • II ::: ". : rc.r) ! . COUTF : l'.9 9 .G - .."..c. : 170 '..:e: NORTE : ".4.T :'(. '.',:...; : ST :(-. i -,.,, ,, ("..' l'7 9 7r. (r. - ‘3 ,.._ . P..' : --- . _ . 2 , 1 II r.T --NNTERSTCT:ON .-SIGCAP-- VERS(053AN92) II ALTZrn T o/ niinQA 14.r0. i INT TTGARD,HIGHWAY c.:).W/McnONALD STREET : 1 f - 1 2 R E IZE: II TOTAL TRAFFIC; FULL ACCESS W/ STORE, 1 9'2;4, AM 500,00 ANALYST: D.VF CRAY: FILE NAME: r- 1 NAT:. 1 / 4 .... Z.....L.-1-11 .t .,. II !PEASE !PHASE I !PHAS :T=HASE !PHASE : C- 80 r:- e4 v- 26 • . . . II 1 t ! ! ! • 1 ' • 1 ! 1 . 1 . ! i ::.. ! * SPRV LEVEL 0 * ! t ! ! ! * SATURATTnN 7% • . • . 1 . . • . ! :', 4. 1 • • . . _ _ _ _ _ _ A7PROACH LANE (EON TRY II • : SOUTH L . .v,- . :-.• i : - '.- 1 R T I! NORTH .!OVF WI DTH EST MOVF vTD71-! EAST :'1.0VF W:DTH : II ,': ' ' T.. ... — . .... 12.2 P. . 7 _.. 12.0 L.. 14.k.) 12.n R.. . T.. 7 :') c RT. 7 2C -, .-, , _:........ , . 7 J. ! " L.. 1).0 T ... 1 T '-'- l .n ... .0 : .:. 1 0 , 12 . 0 ... n ..) ... .0 ! 11 - . ... ! ..... ... =. ':-:!:;.... ! :•0\'E SATURATON : .':0V L02 ! T n . ' T ' . . ... .... ._ _ _. . 1/ . • • ". (CO rC.'!. ';'..' 7: _ 'c.:!:• : :), II ' . , g • • -■ 1 . ... . . - . . . . .., - . . . .. 31:1 4 722 .• .,:. . .-, • ... R : • _. .__....._ . •—.. : :.:'HAr!.::'.', . . . . • • . • II . • 7 : (..:,.!.,: . _ . :7 ! • ... . . 77 W TURN PHASE WITH OVEPLAF' (C 3':! . APPROACH V/C VALUES MOY':' : SOUTH NORTH WEST EAST I TR . ..: .000 .000 .03 1 • II R .10 .028 .002 .037 P . -:: AC: .000 .0':'4. .0 .00 ! -, , . . 9 4 . Oc: .047 . . . . ill ',. ! . .063 .039 .354 .i N-S V/C=.'.49 E-W V/C TOTAL. A1B : V/C...075 11 ! L. VOLUME ! ! TIME AVATT (.SECS) ! MOVE STORAGE LEG : AT T ( c ! APDR ! I.. 7 R : i T n t 11 Crrs ! — '77-: : :882 2 7.5 ! 1 SOUTF 1 5.c 2 7. .'.. , . ! 27.5 .c:6 .2! NORTH : i!:.!. '::'.7.5 '26.7 : 9.f..z ':-2-.1 0 3C . , . . II 7 .AT : 77:7: . F : *.:".'.'.'• .7.1.'"'. -...'..?. : ( 2.:.2 „ . , . ±-4 44 -Nir 4 ' t_. !7)4 . . • 1 �� ' i 4 L- 1* NV _I 41t14 �xISting 1 . .E. — ® s -47. ±_•• Site ;,`: 4- 1 44,--Lip- 4 ' NV • --p- ,•_... . 1 (-) c 1 4_ • 1 ® -`- Existinci=bite __I' 41- it I Iii 4 (41.-r-c-' 44,.. i :-- : :-- 4-- 7 1 1 1 -47 ‘r, L_ : .: 1 4- , i, -7 ' .-- '' 1 Traffic Growth , -_± 41- it1 4 ' 1 ___;„ 1 I • Total Traffic 1 1-1WY 99W near McDonald Street Robert ••?w / .9�v, /'.: ' H.,r•..z K C- ASSOCIAT - S 1\C. �- i - • .. • t' CONSULTING TRAFFIC EN • • • • • • • .. •• , . • .1225 NW MURRAY BLVD., PORTLAND, OR 97229 1503) 641-6333 , - -- - • 1 --SIGNALIZED INT - ERSECTION --SIGCAP- VERS(05JAN92) II 8/ 2/1994 15:16:24 INTERSECTION: TTGARD,HIGHWAY 99W/McDONALD STREET I VOLUMES: EXISTING + SITE; FULL ACCESS W/O STORE, 1994, AM METRO SIZE: 500,000+ ANALYST: DAVE CRAM FILE NAME: B21AMFWO II !PHASE !PHASE !PHASE !PHASE !PHASE !PHASE ! C= 80 1 . 1 1 G= 64 Y= 16 ! 1 1 1 1 1 I/ t • 1 ! 1 1 t 1 i . i 1 1 1 1* SERVICE LEVEL C * * . ! ! ! :': SATURATION 69% *. 1 1 1 1 1 ! * * II : 1 ! 1 - 1 1 1 1 * * * * * * * * * * * * * .. - , . .. _ .. .. .. _ - • • ! APPROACH LANE GEOMETRY II SOUTH ! • LAE : MOVE WIDTH NORTH MOVE WIDTH WEST MOVE WIDTH EAST MOVE WIDTH ....... . . . II , , pm 12.0 2 1 M .:.. : T. . 12.0 , r... . 12. i .. R.. 12.0 F.T. 1 12.0 T. 12.0 L. ! 19 .0 m ,, „ 1 12.0 ... _.L7 L.. 9 .0 ... n ! -7. . ... .0 1 ..... 1 ... .0 ... .0 ! II . M'. VOLUMES ! MOVE SAT=TION 1 MOVEMENT LCS ! T • R TOT! . - -7 - R 1 L 1 :-. . II . - 53 ?'3-8- 7'O 69 63fl 63% : C p P 1 ..! 0 ., Pr II -. ! EI.ST : cr ,,,) 17 _ r /0 ,.., .1. 6'7 el • el i .1 . 0 ': : 54% ..- 0,, 629(' 0% ! A 62' ! A' 7.. . 5. .. • r ! APPP.! TRES: :N-WL:PEDS? NO: ! PHASING ! II . . ... . . 3 : 5.6%! 1 0 1 . ..., • __ . ! ; N :7:2.1%! : N ! -- ' . !N/S-TURN PHASE WITH OVERLAP (C-3)! II W ! 3.2%1 E ! r,.696! 1 r 1 __ 1 1 W ! -- ' . !E/W-TURN PHASE WITH OVERLAP (C-3)! , 1 ' APPROACH V/C VALUES ! II MOVE 1 SOUTH NORTH WEST EAST ' TR 1 .179 .000 .000 .083 1 II R ! .093 .028 .001 R -ADJ! .000 .024 .000 .037 1 .000 . 1 . , 1 .133 .20 .097 .047 1 L 1 .113 .056 .039 .051 ! . N-S V/C=." E--W V/C=.172 TOTAL AMBER=.200 MINIMUM V/C=.075 I : LEG VOLUME ! ! TIME AVAIL (SECS) ! MOVE STORAGE : LEG : AT T.OS C ! APPR ! L. _ R ! L T R ! II SOUTH 1 NORTE : 2632 1833 ' ! SOUTH : 14.9 26.6 26.6 : 178 239 NORTH 1 1 4.9 26.6 36.4 ! 89 270 0 ! 30 ! WEST : r59 ; WEST : 9.9 12.7 27.6 ! 65 15' 1 ! 11 7 AS -7 1 770 : EAST 1 9.9 12.7 1 1 90 140 rl 1 %., . 1 1 -S INTERSECTION --qIGCAP-- VFRS(OrsJAN99) Q n/100^ 11 ,..,/ ::.;•••• •,...-,.....) • Jc., INT TTGAR 99W/NonONA".: STREET E ' + 7 1;. : C . ; 7:- ..; :.: Z F. : 1 TOTAL TRAFFTC; ="..-"L. ACCESS W/O STORE, 1 994, AN 500,000 ANALYST: )AVE r CRAM FI. NA:- C21AY,FWO II 1PHAS '-'SE 'Pt-SE !PHAST :PHASE :PHASr : C= 80 G= 64 = 16 +. + t Y r: ttt • . 1 I I I I I - ! I 1 I ' ! , I t ! t SERVICE LEVEL C r: t SATURATION 72% t 1 • - 1 ! ------ _ _ I APPROACH 1..-.NE GEOMETRY ! II SOrT : H '0VF WTDTH TDT TDTH NORTH NOV" WH WEST :f. W FAST :'OVE WITF. I R , , T - • -.. -1':,..(1 12.0 .... 1.2.0 '.2. - „... 12.0 12.0 :,..L. 1... .L..... v . -... T 1'.r'' ..... . . . ..- . . ....-, . .. - .... ... .-.. . . . . r 1 r : I . . ... : ::•= .., . . . . .... . : :'.:f : : !OVEENT L _ .‘. . - — !•:, : --.. . r r . . __ • — .. : .:. :-.' -.:' - .7 .. _.— : : — : - 1 — .., , — — • - — — - • r . : __ . - r _ _ "•' :.: : : ( ' . . . . .. _ . ' 1-- — — • . . ... . . r..--,. , — :::'.....A n n • -; 6 .7; ! P. ,^ . . I s .•• -. '' . --.' 7 ' 7 . ‘.. . . . :7 ".,' L. !.: : !-: :_t P :.: '' ' .....• . . : . PHASTY,C.: . • • • '.' ' '''.;',°6! , , • . . . • . ..: . . s : ■.: R N PHASE W T TH O' ; C ..-', : 1 :2 : (:-... T C t r.7., ._ • ! . URN PHASE WIT1 OVERLAP tC-3;: . II 1 .0VE . APPROAC VP:.! VALUES NOR': WST 'AST ! II TR r R n . . ...:04 ()',-: .000 03 .0'-'8 .001 .3 .037 1 R -ADJ! .000 .024 .000 .00C • : ..:....-..t .07 .07 I : .:2(.. .Ors3 .039 .C. _ II .349 E-W ViC-.172 TOTAL ABER=.200 Y.TNI1..Y1 V/C:-.07!" II : L VC.MUN : : - 71 , :E AVAT (SECS ;: NOV: STORAGE ! L7'7 knr.. ! 1 a r, ! ., . 7 1 T . : : 1 ,t..... I • ' ' ! . - • ' ' - — . ' ' - - ' : : :5.5 27.5 27.5 : l' 0 .:30 259 27.5 3.7 ,-- . (.•.,(. . '.■ ' '.:-... 12.. '7. : C.f '(,r, , . -__ • .1. . II 1 • 1 • 1 • A __. -. • ItLi".1:4=itc. 1 " _...... _.... -,. . . --- E x i 5 t i n 9 4F 4 1 1 'fir I + '1W _''• 447 At r I -4- Site 1 . I • ( 4 twri—oa , i , ., r; n ' AA r\ .. 1 N 1 -47 .... . . i I 4 Nor L-0- yr t 4 4 - 4 ■ 4 i : 1 -10) I - • A '4P' I + N IT !" T IC Growth 1 - ) • ; ___‘ , ......._ .,.... ill Total Traffic ,...... ,. 100 99W near McDonald Street Roo-rt .: 1 11-4 L... y 9/ k) /-7- Mc Dov/r,b 5 74fer - K.._...._ INC. ASSOCIATES, INC lurvi ?)( ' 97( " 1- — CONSULTING TRAFFIC ENINEER ._ inn: tovj N. F vn PORTLAND. OR 9722P 15031 641-6:15:1 1 II -SIGNALIZED 7 --SIGCAP-- VrRS(05JAN92) Si 2/1994 24:53:38 INT.FRSFCT TICID,H 99W/McDONALD STREET VOLUMES: FXISTTNG -:- STTE; LIMITED ACCESS W/ STORr,199,AM II METRO SIZE: 500,000' AAlYST: DAVE CRAM FILE NAME: B2 • !PHASE !PEASE !PHASE !PHASE !PHASE !PHASE I C- SO ' - - ! - - ! ! G= 64 Y-- 16 ! .! . ! ! II ! ! . , ! ''. SERVICE LEVEL C SATURATION 68% 1 1 ____ _ ..._:__. _. !____ APPROACH LAN GEO':-SETI':': II . S. :2' NORTH >!0% T..:T.DTH --•.- EAS,T . • _-.._ ,....'.- . • - -.• • ----• --- - .- • - • • . - - . . - . — - _ . ... . ...,- . ,. ..--. , . _.. —,.., "2. . . 1 . "-` 0 P... - .2...0 . ..... _...- •- , : 2....2..0 : _.. ..-..., . ... , ...., -4 • . ... .. ... ., ... II - ' • •. .._.,• : .._,...___ I :0 ::7,7..:: .,. :..:.:!'•:: i MC‘ •••• - 1 OS -: .. . II . . , MT: 7:7 7 T:: : :•::: .--:.:2 -.. ' , _:, 2 2.2. : 4!..", :::::1 • . ... . II ...:::.• ,.. . _ '.I.2 236 ! c-. ." :2" . ...:2 . PHASINC: : 11 • • . • • • .2. : `..• . .:-• ". : : ::. . . .. ..... • .... _ _ • . .. . . . • . . .. .. . .. • • WITH OVERLAP !C-3)! WITH : . APPROACH V/C VALUES II . ------ -: I i-1 : .flq2 .000 .037 : , ,q, , r• . .0. .01 . Y. 2 ' .../C .2:"..: E.'! V/T .272 TOTAL :'_!..: !'-'111:%1:........ V/C .075 II : L7 , . ,, .„ , : .. . .:..- -,..., , • Apr, ! TTE AVAIL !SECS)! npl:E. 'ZITORAGE nn 1- R II SOUTH : • • Sfli:TH ! 11 .9 - ' ( ..4 2 ! 1 70 2-:0 0 NORTH : ....j.0 2':).4 3(:...', ! 20 .7 "•!:: 30 Wr : .:".!"-.2 • WEST ! 9. 1 12.g 27.7 ! 65 1C. - . EAS": : 7,c.". ' 1= : ( .. r1 7 2.? 1 1 . ': - 14C: '' v 1 . • 1 • I - SIGATT INTERSECTION - --SIGCAP- V 8/ 2/1994 15:26: 6 TNTFRc' TIGARD,HIGHWAY 99W/McPinNALD STREE TRAFFTC; L11 ACCESS W/ STOR7, :994 ,An U ,. . , 777 . 2n elT71:': r:1: '...:71M17: 500,000- :L.: '......L: DAVE CRA II !pmAr' 7 :7 :pHAP:7' !DHAS :PAS ! ! C 80 -.:••= r.1 ,:::, 16 . 1 1 t t t t •1/4 :1/4 t :1/4 :1/4 :1/4 :1/4 :1/4-1/4 :1/4 :1/4 :1/4 t :1/4 :1/4 :1/4 t :1/4 :1/4 t . . . I • ! ! 1 ' • 1 . i SERVICE LEVEL C t . . 1 ' . ! :.', SATURATION 72% . • • I __ 1 ___!_____! Al:'P.O.:..C': LANE GEO!'-:ETRY ' II S07:TH '..._:::...F. ! Y.OV WIDTH NORTH MOV W:7'1 '.•:o: NOVE WI"T:-: EAST MOVE WTDTH ! • _. _ II . -_-‘,...- - • -- - - - - • • 7 - • - , ., „ 2.0 T 1?.0 P --:- .. ... . 1,n, 1' 1".'..0 R • . _ - -. , ,,.... RT. L.. 10.0 "").0 f) T. • A I .0 leN Il ......f...lj ... .0 ... .0 1 1 . ' '.1C VO!.UMES : , :!:.‘,T_: :•;AT'...'..'...: .: :.-... : •IC.)\. _ „ S77 ! - :" -2 , 01,-,',., • , , " , - ,-, --- • - . - .. .:■ : .11 .... 70 C.: 22,C ,-.--: • 5 F., n , ::: ,.,*:.::.!PE7-1-72 ..,•.-, • II . • . . TYRY. ,.- 2.A:7::. ' - . I . , -, . .._. .:. ':": . _ . _ . . ' . • :::W TURN :- t. 0V f.0 ' VP: '''TLC' II YlOVE • ! SOUTH NORTI.! WEST :AST • TP ! . .0.1'.0 .n0C.: . 083 ' R ! . ' . 02 .•0_ • • F. - ADJ ! .000 . 02.] .000 .000 1 . .. - • . 097 047 N-S V/r.' 7 -W \/C= .172 TOT.-\L AM3PR :s!INIMUM .07 11 ! LEG VOLUME ! ! TIME AVAIL ;SECS)! : STORAGE ! • M 1 R ! - - - - - - - - . - I ,-0-7.-1_ . ............ . 7J.',8(- . , SO=H ! !r 27.3 2' ! 196 7 ..9 ..-n,n-rt: • —:. Q n7 •1 "' r . nn non n . ... . .. n • .„ . _.-....._ . 7(.--.!. . • • ,--,(---, . n , --. n — -. , nr: ,-, , . II i 1 k , -, l� 4. 2 1 • k,f 1 k:), r 1 74° 41 4• 1O x- ► . I 47-± ® 4 , 11 1t O L- 1 7 / 4 � � 1 s I-- 3 1 _�-\ �� l v • 1 Ex st a 1 4 . • • `t- Site.... . , ,;_, 4___ -..--) ,s 1 .. I G r I I� 1 /j -- y_ i l 1 r_ r' . n a 1 Exist .� I�e I, _± -+ r4z-c Aik I. -4r ,,..., .... 02, 4— I1 Traffic i ,:,..,..„ 44 -4 --.... ... Growth -A 4- 1t1 4 1 • sl Total Traffic IHWY 99W near 1cDonald Street Robert s ,:�., • • KC— ASSOCIATES INC, ut:•• _- !•'. ' %'`i CONSULTING TRAFFIC EN . , • 1225 NW MURRAY BLVD., PORTLAND,_OR 97229 (503) 641 -6333 1 1 -STGA INTERSECTION ---: VFRS(053AN92) 8/ 2/1994 15:23:19 2: Ti T 02/y.c-rInNAID STREET VOr:::: ;2- - "IT NI E; "TTTrn ACCFSS 1 STORE, 1994, II NETRO 2IZE: 000 ANALYST: .V CP.AN FT NAN 321ANLWO II :PHASE !PHA !PHA' :PHA'r. . :PHAST ! C- 80 G- 64 Y= 16 II ! ! : 1 ! ! ! ! 1 ! ! 1 _ t ! * SFRVTCE TrVrT C t SATURATION 69 t II . . 'ANE GEONETRY ! II SOUTH IDT LANE : '''_'' W:-: "-.-:.TH. Yr" '.-'1D-...H EST NOV' WTDTH FA'..-.r.:- 1 1 . p -- , , , ,, ,-, !:.. "0 2.. '9.0 P.. 12.0 T.. 1 3 , - , T.. :2.0 r.. 12.0 •.. , 1 • ... .0 ln n ... .0 ... . is , 11 VOL U::: : ncv: sATuRv7IoN ! -. ..vE:-- - L II . . CCU:: . _( --. 1. :!.' . _ - _ . II -: ... . F : • , , . . : . .. . .. . . . . : - ......_ . II . . -....... _ . _ :,. • " . . . . _ . . II . V/C VALUES •:'")RTE 1,-,---t-z-T- ' EA17! : - - •o00 .000 .0?7 : II .0 , 97 '2. ADC .024 on : .000 .en .001 ,) .037 .C1r) 7- : .133 .20' . II ! ! -1- — . ......., .056 .0?9 N-S V/C-.3 E W V/C=.:7 TOTAL AMBER= .200 MTNINUNI V/C II : LEC VOLUNr ! : TINE AVAIT (SECS) NOVr STORA ! . . - . ---, ....-..._ . .-__ . - - • • . ..... . o. :o.:' ::.T _,..., 140 0! 1 II --SIGNALIZED INTERSECTION --SIGCAP-- VERS(05JAN92) 8/ 2/1994 1 5:30: 9 INTERSECTIOY: TIGARD,HIGHWAY 99W/McDONALD STREET I V„Uy2E„ : TOTAL TRAFFIC; LIMITED ACCESS W/O STORE, 1994, AM M7r SIZE: 00,000- NLYST: DAVE CRAY FILE NAME: C21AM WO II !PF 7. -c.!E !PHASE !PHASE !PT.-1ASE !PHASE !PHASE ! C.-- 80 ! 1 1 ! t: : . . 1/ 1. . ! , : ! ! ! 1 I * t I . * SERVICE LEVEL C ,, • . ! ......._ . . _ ! . .. ._ . : .. _ „ _ . . ! „ .... .. . _ ! _ _ _ _ _ _ ! _ _ _ ...... _ ! rs ,.. :•-: r: , , ,.. 7. 7. 7; : ; 7' :' 7': ; ?; : :': 7 ; 7'; 7'; : : , . LANP GEOMETRY 1 . . II ! ......'..',...:H. MOVE WIDT1! '..:.FST II 1 :::.7FT Vn7....1 ... '-10VF. SATUP.AT: : :TS"..51..ENT l_n! II - - . .. ... . .: .. ::: . '.....'7 .:.:'.-.:.? 1 .77 877 : 7 P, ! r II W=fl: : ':. 1 :: -' 7, C:::: 2"...: : 'i.. C5", . ... . II =:: :Y 1,.. ...::::: - =' ' : • . . 7 : • . ...— . ... . . . .._ .. . . . . 11 P AC-'. V/C VALI: YflP.7. WS7. .0fl° .000 .08 . II ....' , . .. .... -04-, 1 .024 .0'...2. .00C' -I., .,. -. . .000 II . : .2 .0(::'. .0 N V/C=.2: E \'/C= .172 TOTAL AMBER= .200 MININ \/C- .075 1 1 1 7G V01. ! ! TIME AVAIL (SECS)! MOVE STORAGE ! _. ..... ! .. ..„__...! II SC.r..TT:i ! 2889 156 . ' . SOUTH ! 15.5 27..7 27.3 %.. . NORTH 1 .',5.5 27. 36. ! 98 292 30 2.2 II -.,..., '-...2 1 1 a • / .7/ - 4. '0Q z ■ I 1 1 --..... • I 4 4- l + Ni. . _ ffxistine 1 I - 4r • 1 a Site - . ,... -• r • I i i • 4 1 4 711 •'• I _.. . • --r- , _ .._ -- I 1 -, -- a O *"- -40- 4 . + • . _J N 1 i : F t--- X i t n! (.2 4. Cf n I •-•:? ,.. I I i . s i 1 !--- 0 T T. lc Growth 1 !7V4 I . ill Total Traffic • VI 99W near VcDonald 5Ireel Robert , hie D o 4a /r-P 57/ - \ _ L'k_i H ASSOCIAT'S INC - A '1 '1 PE- /."-A- tirr I ,-/.... — 0 a A .4 :7 (5:: CONSULTING TRAFFIC ENbINEER - , • , _ RI v n PflPTI AN( ( 97i)p 15031 641-6-:;:.. 11 II --SIGNALIZED INTERSECTION --SIGCAP-- VERS(05JAN92) 8/ 2/1994 15: 3:45 INTERSECTION: TIGARD,HIGHWAY 99W/McDONALD STREET II VOLUMES: EXISTING -,- SITE; NO ACCESS W/ STORE, 1994, AM METRO SIZE: 500,000J- ANALYST: DAVE CRAM FILE NAME: 821AMNWI II !PHASE !PHASE !PHASE !PHASE !PHASE !PHASE ! C= 80 G= 64 ! 1 Y= 16 ! ! 1 . ! ! ! I ! ' 1 ! 1 . 1 . 1 1 ! . 1 1 i . ! t ! * SERVICE LEVEL C * ! ! 4- SATURATION 69% * , 1 ! ! ! 1 ! * -1/4 11 , -1/4 --! 1 ! 1 ' 1 APPROACH T. C-' 1 II COTH NORTH WST EAST I= : `1:7:VT- WTD N:',:" WTT)TH ':.\'E: IDTH MOVE W-nTH 11 - 1 -- . 1 -.. 12.0 R.. 12.0 RT. 1 2.0 .._ . 0. .. -,. . T 1 T.. 12.0 T.. 12.0 ! 1 ! 1 I ` 12.0 12.0 L. 12.0 _ . ....... T. ... .0 4 ! ... .0 L.. 12.0 ... .0 ... .0 ! II : Mr)VEMrNT VOLU‘I'L : MOVE C:%.=ATION 1 MOVEMENT LOC ! L. T ! TOT : L - R ! T 7 R ! II 9C= :87 433 178 798 ! 69', G 63% ! C 5 v .., NO= : 98 6 45 794 : 4 ':'(),. 26% 1 A 0 A II '.\ : T : 67 174 , _ 242 ! 45'1 :':''' 0% ! A 255 ! 56 (J9'1, G9% ! E C EA .:1L, 79 84 0 C APPR: TRNF.: !N-WLK:PEDS? NO1 , . PHASING : 1 S ! -- N : . !X/f- - URN 1HAS WITH OVERLAP (C-3): II W : :1.:: . .., : . ... . -- : !E/W ''.. PHASE WITH OVERLAP (C-3,: , 1 11 : , s.e-,1 ' 7. ST,TTH Al. \'/C VAES . V EAST TR ! .179 .000 .09C .097 ' • 7 1 .IC4 P ADJ! .00C .028 .CC .000 0 .050 .024 .000 .127 .Ni .0 .047 1 T : .1:3 .063 0.: n=c . ,..,......., ! N-S V/C=.314 E-W V/C=.172 TOTAL AMBER=.200 MINIMUM V/C=.075 :I ! LEG VOLUME ! ! TIME AVAIL (SECS)! MOVE STORAGE ! LEG ! AT LOS C ! APFR ! L T R ! L T R ! , ! ! -! ! • 1645 SOUTH : NORTH ! 1841 1 ! SOUTH ! 14.9 26.5 26.5 ! 178 240 0 ! NORTH ! 14.9 26.5 36.3 ! 99 269 30 ! WEST ! 660 ' WEST ! 9.9 12.7 27.7 ! 65 263 1 ! FAST ! 842 . EAST ! 9.9 12.7 12.7 ! 95 163 0 ! II 11 II --SIGNALIZED INTERSECTION --SIGCAP- VERS(05JAN92) 8/ 2/1994 15:11: 4 TNTPRSPCTTON : TIGARD , HIGHWAY 99W/McDONALD STREET il VOLUMES: TOTAL TRAFFIC; NO ACCESS W/ STORE, 1994, AM METRO SIZE: 500,000- ANALYST: DAVE CRAM FILE NAME: C21AMNWI I !PHASE !PHASE !PHASE !PHASE !PHASE !PHASE ! C= 80 ! 1 1 ! ! G= 64 y. 15 . . . 1 ! .. .. .. . .. .. .. .. .. .. .. II ! ! 1 ! • ! 1 , 1 1 ! 1 * * ! * SERVICE LEVEL C ! * . ! ! * SATURATION 72% * II ! ! 1 1 1 ! 1* !- !- ! * ! ! APPROACH LANE GEOMETRY ! II - DTE 0,,,u LANE 1 MoV=" W NORTH MOVP WIDTH 1.,--c-0-1- -4._0_ MOVE WIDTH EAS7- !-!.OVP 1 .. -77- )T1 : ! : I 1 ! RT. 1 2 0 2 ! T.. . 1.2.0 :-,' . . 1.0 R.. 12.0 RT. 7 -.. 2 12.0 T.. 12. 7.. 12.0 I 1 2.0 I 3 ! L.. 12.0 T. . 12.0 L.. --, n .1...s.0 ... .0 1 • ! ... .0 12.0 .0 .0 : II : ... ... : ".."0 ! MOVE SATURATION ! MOVEMPNT LOS : APPR : 7 _ 7- . R TOT! T , R ' ' . 1: 1 / SOUTH : 207 473 198 87'.1. ! 72% 66 E6 9 , : C - , .1! : 4S% 0/..-,n /..,c, 2,, : A , . 1 ! W' EAST : , ,-..-. _.'.... -—, 7?: , p , r ... . — . - 7R: — DT:0: II . _ . . , , . ' - - . - - • ... . . • . .. . _ . ' • 2" ' TL' FH."..:::: WITH II , ,.- 3 2°! . 1,. I ' 1. ' . ._. . - . . . . Du,r 1 . 7 T., rv r. , . ..-, C• 31 APPROACH V/C VALUES 11 ! . MOVE : SOUTH •:0RTH WEST 7 AST ' - ! TR : . .f)00 .000 .097 , 11 R : .116 .028 .001 .050 R -AD! .000 .0 .000 .000 1 .. 1 .1 .222 .097 .047 ! ; 11 L 1 . 126 .059 .039 .056 1 . N-S V/C=.348 E-W V/C=.172 TOTAL AMBER=.200 MINIMUM V/C=.075 1 II LEG ! LEG VOLUME ! ! AT LOS C ! APPR TIME AVAIL (SECS)! MOVE STORAGE ! L T n 1 N . L T R 1 - ! 1 1 • 1 NORTH ! 72 1 SOUTH ! 1 888 1 26 . SOUTH ! 15.5 27.4 27.4 ! 196 259 NORTH 1 1.5 27.4 36.5 ! 108 293 0 : 30 : WT-CT : r'n ,__ 1 WEST 1 9.' 11.9 27.4 1 66 165 , , ... . II - ' 7 ■.S'Y' 1 •..... . .PAST : 9.2 1 1.9 "1.9 1 96 '65 ,., , ...4ilir . ..1-.t 74; . � D .: 7.,:. .. • 47.4.::-... 1 � 26 171 ` :. • 2 - .47.. - / D �'j'4 :F- t ' ' 1 - 1 , ' ... 171t 1 . . . isfiin . . - 4- 1 _± + 1+ Ex 9 3 4= , 1 t I I Site 4- J +t-- _ -71 „_± 41- 11 i . 4 ‘ 1— v iV ef ° L — L f( ---03 . � - 0 4— ) Nr Existing +Site 4 G 4 a ,Z -4, 1 .11 \ A to . 'I4.-I` . --90 Traffic Growth ` .7__1 4 1t1 4 riii 4 i5 ...:..• 1-;, x.. - Total Traffic HWY . 99W near McDonald Street Robert • ./ J ) * Mc:DoJRLD 6T E T KEECH ASSOCIATES I\C. A . PM-e- t t o " 2 — '`'° 4 4 -4 55 • CONSULTING TRAFFIC •EN vncE.- STi977a J 1/D Cowvt-,)/ "'b Sr 4- 1225 NW MURRAY BLVD., PORTLAND, OR 97229 (503) 641 -F II --SIGNALIZED INTERSECTION - - SIGCAP - - -- VERS(05JAN92) 8/ 2/1994 15:36:24 I T E CTIOX : TIGARD , HIGHWAY 99W /N: DONALD STREET VOLUMES: EXISTING ' SITE; NO ACCESS W/O STORE, 1994, AM METRO SIZE: 500,000= ANALYST: DAVE CRAM II FILE NAME: ?21 AMNWO !PHASE !PHASE !PHASE !PHASE !PHASE !PHASE ! C= 80 G= 64 Y= 16 I I I 1 1 1 1 1 f I I 1 1 1 t 1 1 I 1 * * f I 1 ! ! I. * SERVICE LEVEL C * I ! ! ! ! ! ! * SATURATION 69% * ! I I ! 1 ! * * 1 1 I f 1 1 1 * * ...• .......... * * * * * ......... * ,.. a ;` a II ! APPROACH LANE GEOMETRY 1 • 1 SOUTH NORTH WEST EAST 1 LANE ! MOVE WIDTH MOVE WIDTH MOVE WIDTH MOVE WIDTH ! II 1 ! RT. 12.0 R.. 12.0 R.. 12.0 RT• 12.0 1 2 1 T_. 1 2.0 T.. 12.0 T.. ' - 2.0 T.. 1 I 3 ! L.. 12.0 T.. 12 L:. 1V:0 ... .0 ! 0 ^! 0 L 19 .0 0 ! APPR MOVEMENT :ENT VOL UMES ! `OVE SATURATION ! MOVEMENT LOS ! m R TO • ! T 1 l I m R 1 SOUTH . 1S7 432 179 798 ! 69% G3% G3% • C u I NORTH 98 655 15 798 ! 47% 69% 25% ! A C C . `. . C 242 1 0 ?. WE CT , , 7 _ -3 45% 69•o v -o 1 EAST : 99 79 82 2C ! 69 O C. S% 6S 8 C C - 8 251 5� "0 :,�'o � �� ' II APPR! TRKS! !1— WLR!PEDS? NO! ! PHASING ! 1 1 ! ! ! 1 _ - - - - ! II S ! 5.6 %! ! S -- ! ! ! N !11.1 %! ! N ! -- ! !N /S —TURN PHASE WITH OVERLAP (C -3)! W ! 3.2 %! ! W ! -- ! !E /W —TURN PHASE WITH OVERLAP (C -3)! E ! 6.6 %! ! E ! -- ! ! II ! APPROACH V/C VALUES ! MOVE ! SOUTH NORTH WEST EAST ! II 1 _ ! T ! .179 .000 .000 .095 ! R ! .105 .028 .001 .048 ! R —ADJ! .000 .024 .000 .000 ! T ! .127 .202 .097 .047 ! L ! .113 .063 .039 .055 ! `r N— S, /C, -.315 E —W V/C =.172 TOTAL AMBER =.200 MINIMUM V /.0 =.075 :: : *1 -:'' '.•'- '' ! LEG VOLUME ! . , ! TIME AVAIL ( SECS) ! MOVE - STORAGE ! ` `` t, LEG AT LOS C APPR ! L ' T R ! L T R ! *NW"' rs'i '' ' ' . ! ! - \ ! ! ! , ,. •'••SOUTH !' 1838 ! SOUTH ! 14.9 26.6 26.6 ! 178 239 0 ' if rte''.= - •;:} NORTH ! 1643 .- ! • NORTH ! 14.9 26.6 36.4 ! 99 . 270 30 ! . -:- � WEST L• ! 659' ! • WEST ! 9.9 12.7 ' 27.6 ! 65 163 1 ! • �`Mu�:n ! 836 ! . EAST ! 9.9 12.7 12.7 ! 94 160 0 ! - r 1 -- SIGNALIZED INTERSECTION -- SIGCAP -- VERS(05JAN92) 8/ 2/1994 15:39:4.4 INTERSECTION: TIGARD,HIGHWAY 99W /McDONALD STREET VOLUMES: TOTAL TRAFFIC; NO ACCESS W/0 STORE, 1994, AM METRO SIZE: 500,000- ANALYST: DAVE CRAM FILE NAME: C21AMNWO !PHASE !PHASE !PHASE !PHASE !PHASE !PHASE 1 C= 80 G= 64 Y= 16 ! ! ! ! ! ! 1 i 1 1 1 ! 1 1 *t********************** I 1 1 1 * * I 1 1 1 ! . 1 1 * SERVICE LEVEL C * I 1 1 ! ! ! ! 1 * SATURATION 72 1 1 I ! ! ! * * 1 1 1 I 1 1 ! * * * * * * * * * ;, ** * * * r * * * * * * * * II ! APPROACH LANE GEOMETRY '• ! SOUTH NORTH WEST EAST ! LANE ! MOVE WIDTH MOVE WIDTH MOVE WIDTH MOVE WIDTH ! 1 . 1 1 RT. 12.0 R.. 12.0 R. 12.0 RT. 12.0 1 2 ! T.. 12.0 T.. 12.0 T.. 12.0 L.. 12.0 ! II 3 ! L.. 12.0 T.. 12.0 L.. 12.0 ... .0 ! 4 1 .0 L. 12.0 .0 .0 ! ! MOVEMENT VOLUMES ! MOVE SATURATION ! MOVEMENT LOS ! APPR' : L R TOT '. L T R! T P! SOUTH 1 207 472 179 878 ! 72% 66% 65% ! C 3 3 ! ..1 NORTH ! 108 725 -:5 878 ! 49 72% 26% A C A ! WEST 1 . 67 174 1 242 ! 47°6 72 0% 1 A C ! .1v V 32 251 58% 71 : 0 71% B L. l• , APPR! TRKS! ! X -WLK ! PEDS? NO! ! PHASING ! - - -- I - ! ! ' - - -- 1 1 1 N !11. ! N ! -- ! !N /S -TURN PHASE WITH OVERLAP (C -3)1 W ! 3.2 %! ! W ! -- ! !E /W -TURN PHASE WITH OVERLAP (C -3)! al E ! 6.6%! ! E ! -- ! ! ! II ! APPROACH V/C VALUES ! MOVE ! SOUTH NORTH WEST . EAST ! ! . TR ! .197 .000 .000 .095 ! R ! .117 .028 .001 .048 ! R . -ADJ! .000 .024 .000 .000 ! T ! .138 .224 .097 .047 ! ) _ L .126 }069 .039 .055 '• , I 4 , ; ' 4}, S ,V/C 49, E-W V /C -_ 172 TOTAL AMBER- 200 MINIMUM V/C .075•. , ` . i'�iL` ir{ . •- - i . - ` Cy - ' ip,. .o, ..!,.` _ <. w. : . ; 1 •,�s#t•y t.,, ii ; ,•.:. W fod ••7� 2 -.. !` • LEG •VOLUME ! L ;{ ' . TIME:. AVAIL ( SECS) ! . MOVE STORAGE ,' . ` ' u �' I • , ; AT :LOS C ! APPR�yt ' L' T R ! L T R ' k ; - 1.- . • SOUTH ! 1884. ' SOUTH.: : !-- 15.5 27.5 27.5 196 258 0 K 7 ii NORTH -:.!r •,.1668;:;. ! NORTHs 15 .5: ,27.5 36.7 ! 108 294 30,. ! 46t; s 1';, WEST :f!• -. . - 638x4 ! ! - = •'WEST • 1 • 9 2 . , 11 . .9 27.3 1 66 . 165.74t--'1...-0 . ; 1 + EAST 1!. 814x: ! EAS ' 9.2 11.9 11.9 ! 94 162 -;:'70-;1 � },: :�. '' ''' ny ! . i_ - , : fir, ,,. ' * i:. j _ t. .. .. . . „ . . . ,. .. . . . • :. ' . - . . - :.: I: .:,-•';;•• •••- i: • - • . -: :,i•.:. .. - • . • • - . .. : 4 );:•t: 7.:'.7. ' - • . . : :' : . :.• .,.. ' t 0 ' .. -,::,.:' / 3 (I " ': I . . . .: ::: ' -.. kii . :.-...4r_ .2. . •: ....,". I . -.. -, -■ ., r. . : • :. 11 . :. - • . ' , 1: 40 7 4,- 4:: ..i:... . . . . ,14 ,.. 7 : 7 -raz , - • • ...5-, : . I . 4 ' 4/ . .. . . . . s . , / 3 pr, • r — • ; . .. .. • E X i sting . . ... 1 , :.. _ 1- a d•/ --+ Ll., . 11 • • - 40- I . . 1. I . • . — 1,-, Z- -- .., ----- 7: -it& 41 4111. r k 1 I 44 1k I :9 k( '■). .1 i . , 3 - 4" . 17" • • 1 4 a 0 0 FA " I ÷ 1 1 4 I --- 4r / Traffic Growth :I . . 11/-10. I...' • /3-4, rim, , - . \ . . ..1,;:•,-.:-.. - . 11' \ : • Total Traffic 1 .' .. , - • it WY 99W near MOD Street Robert n 7 q 40 /i-f /1) c i.:). 4 . 41.4) 5 7 4 f er KEht,H ASSOCIATES„ INC. litil Pg-,pc /?V "L rz... — r cd 1.. t_ 4-cet-ss CONSULTING TRAFFIC. : . ri.i.vica. ‘rerto.) cm/ Co 4) y r 4.04,) ce grvgg- 1225 NW MURRAY BLVD PORTLAND !. OR 97229 (503) 641-6333 —_ II -- SIGNyLI_ZED INTERSECTION -- SIGCAP -- VERS(05JAN92) 8/ 2/1994 14:19: 1 II INTERSECTION: TIGARD , HI_GHWAY 99W/McDONALD STREET VOLUMES: EXISTING CONDITIONS, 1994, PM METRO SIZE: 500,000- ANALYST: DAVE CRAM I FILE NAME: A21PM !PHASE !PHASE !PHASE !PHASE !PHASE !PHASE ! C= 120 G =104 Y= 16 ! ! ! ! ! ! I I I 1 1 1 * !: 1 1 ! 1 ! 1 1 * SERVICE LEVEL E * II I 1 ► ! ! ! ! SATURATION 92% I 1 1 1 1 1 1 t * 1 1 ._ 1 1 1 1 ! .-- .. .... . *. * *..r...r * *a... **a *.` t• II ! APPROACH LANE GEOMETRY '• SOUTH NORTH WEST EAST ! LANE ! MOVE WIDTH MOVE WIDTH MOVE WIDTH MOVE WIDTH „! RT. 12.0 R.. 12.0 R. 12.0 - -- `T . 1 2 . 0 ! 2 1 m 1 n T.. 12.0 T.. 12.0 12.0 ! G . V I 1 • 12.0 T.. 12.0 L.. 12.0 .0 ! ! 12.0 L.. 12.0 ... .0 ... .0 ! ! MOVEMENT VOLUMES ! MOVE SATURATION ! MOVEMENT LOS ! I AP ^� ! L R TOT '• - -- T -- - -R- ! - - R ! SOUTH ! 216 1184 129 1529 ! 92% 82% 82% ! E D D ! II NORTH 140 150: 114 1758 ! 54% 92% 24% ! S E A ! : WEST 75 127 1 216 1 82% 50% 17% ! L A A ! EAST - 157 205 139 501 1 92% 92% 92% ! E E E I/ APPR! TRKS! !X- WLK!PEDS? NO ! PHASING ! II S ! 4.7 °0! ! S ! -- ! ! ! N ! 3.2 %! ! N ! -- ! !N /S -TURN PHASE WITH OVERLAP (C -3)! W ! 2.5%! ! W ! ! !E /W -TURN PHASE WITH OVERLAP (C -3)! E ! 2.7 %! ! E ! -- ! ! ! I ! APPROACH V/C VALUES ! MOVE ! SOUTH NORTH WEST EAST ! 1 • TR ! .365 .000 .000 .191 ! R ! .072 .063 .007 .077 ! R -ADJ! .000 .059 .006 .000 ! T ! .329 .418 .071 .114 ! 04 ! .124 .080 .044 .090 ! • 4 ; �:'N „ - . S�.V /C= 52 - --- E -W V/C. 241, TOTAL AMBER = 133 MINIMUM V/C =.050 i bw b n •• e' t ' k ^ n�l I as r ... 4 , -' 1, } 7:, • •- !' LEG. . VOLUME ' ' : TIME AVAIL . ( SECS) ! MOVE STORAGE ! `' ; 4 4.1 LEG - 1 AT LOS C ! APPR ! L T R ! L T R ! ! � , tr r 1 ,' .\ ! .1. ! ! I " '� � Ta ' • SOUTH ! 2646 ! SOUTH! 16.5 55.5 55.5 ! 311 588 0 ! :.. ", NORTH ! .'..,2608 ! , _ • •;. NO 16.5 55.5 62.1 ! 201 674 92 ! � { ; $ WEST ! 620 ' ! `- '! WEST ! ' 6.6 20.0 36.5 ! 120 176 .:_:- 15 ! *.c EAST•.•! ,t 742 ' BAST. ! 12.0 25.4 25.4 ! 236 • 452 0 ! T ` ��_� , , '' fit, c - y , • F � + i 2 s II -- SIGNALIZED INTERSECTION -- SIGCAP -- VERS(05JAN92) 8/ 2/1994 14:43:10 1 INTERSECTION: TIGARD,HIGHWAY 99W /McDONALD STREET VOLUMES: EXISTING 1 SITE; FULL ACCESS W/ STORE, 1994, PM METRO SIZE: 500,000 ANALYST: DAVE CRAM II FILE NAME: B2IPMFWI !PHASE !PHASE !PHASE !PHASE !PHASE !PHASE ! C= 120 G =108 Y= 12 ! ! ! ! ! i 1 I I I I 1 a a .+ ...... .,..,. a.t. �: *" 1 ! ! ! ' '' ! ! ! ! SERVICE LEVEL E I 1 + I ! ! ! * SATURATION 95°0 • } I I I 1 1 1 ' -- -. — 1 ! 1 1 ..........*aaa: • 1 ! APPROACH LANE GEOMETRY SOUTH NORTH WEST EAST LANE ! :!OVE WIDTH MOVE WIDTH MOVE WIDTH MOVE WIDTH ! 1 1 -- ._. RT 0 R.. 12.0 R.. 12.0 RT. 12.0 ! 2 ! T.. 12.0 T.. 12.0 T.. 12.0 L.. 12.0 ! I 3 ' ... 12.0 T. 12.0 L.. 12'0 ... .0 ' 4 ! .0 L. 12.0 .0 .0 I '. APPR MOVEMENT VOLUMES '. MOVE SATURATION ! MOVEMENT LOS ! ! T. R TOT I T. T R ! L. T R SOUTH '. 216 1189 134 1539 ! 950 810 810 ! E D D ! NORTH ! 140 1504 114 1758 ! 68% 95% 22% ! C E A ! ;BEST ! 76 131 13 220 ! 84 0 50% 13% ! D A A EAST ! 167 209 139 515 . 95% 95'? 95% ' E E E ! I APPR! TRKS! !!Y— WL•K!PEDS? NO! ! PHASING ! ----!-----! ! -. 1 1 ! II S ! 5.6 %! ! S ! -- ! 1 '- N !11.1 %! ! N ! -- ! !N /S —TURN PHASE WITH OVERLAP (C -3)! W ! 3.2 %! ! W ! -- ! !E /W — TURN PHASE WITH OVERLAP (C -3)! E ! 6.6%! ! E ! -- ! ! . 1 ! APPROACH V/C VALUES MOVE ! SOUTH NORTH WEST EAST II I TR ! .388 .000 .000 .206 ! R ! .079 .071 .007 .082 , It —ADJ! .000 .067 .006 .000 T ! .349 .464 .073 .124 ! : L • .131 - .090 - - .044 .102 . 11 .. ,...,, ..., N S., y ,V /C = . 595 ,.; -E, W =. ..V /C .256 , TOTAL . AMBER =. 100 -� ; MIN V /C = 050 '' LEG VOLUME ! ! TIME AVAIL (SECS) ! ,MOVE STORAGE ! • I LEG ._: ! AT LOS - C ! APPR ! L T R ! •. :; T R ! 1 SOUTH ! 2574 ! SOUTH ! 16.6 58.9 58.9 !STORAGE LENGTHS! .... ! -2526= ! ,-NORTH ! 16.6 58.9 65.2 !NOT. RELIABLE AT! 11 WEST ! 607: WEST ! 6.3 19.5 36.1 .!THIS LEVEL OF ! ,, EAST.• ' 735s ! EAST_, ! 13.0 26.1 26.1 !_SERVICE• ! 1 -- SIGNALIZED INTERSECTION -- SIGCAP -- VERS(05JAN92) 8/ 2/1994 14:47:22 I INTERSECTION: TIGARD,HIGHWAY 99W /McDONALD STREET VOLUMES: TOTAL TRAFFIC; FULL ACCESS W/ STORE, 1994, PM METRO SIZE: 500,000 ANALYST: DAVE CRAM FILE NAME: C21PMFWI !PHASE !PHASE !PHASE !PHASE !PHASE !PHASE ! C= 120 G =108 Y= 12 1 ! 1 ! 1 1 I ! ! 1 I I I ! I **..**.,-+ y :t ... .......... t.. ......... 1 _ ! 1 1 * * 1 I 1 ! 1 ! ! * SERVICE LEVEL E -F * I 1 1 I 1 1 ! * SATURATION 101% * I I ! ! ! t * 1 ! APPROACH LANE GEO•1ETR1' ! SOUTH NORTH WEST EAST ! I * ' ` ' `l0 �'E WIDTH MOVE WIDTH - MOVE WIDTH `LOVE WIDTH ! - ... .,T - -- - o- R 0 - - - R.. 12 0 RT. 12.0 ! 2 ! T.. 12.0 T.. 12.0 T.. 12.0 L.. 12.0 ! II 3 ! L.. 12.0 T.. 12.0 L.. 12.0 ... .0 4 ! .0 L. 12.0 .0 .0 ! I ! APPR* MOVEMENT VOLUMES ! MOVE SATURATION ! `MOVEMENT LOS ! ! L T R TOT ! L T R 1 T T R ! - -- 1 - ! - -- ! - - - - -- ! SOUTH ! 236 1309 144 1689 ! 101% 86% 86% ! E -F D D ! II NORTH ! 150 1654 124 1928 ! 71% 101% 23% ! C E -F A ! . WEST ! 76 131 13 220 ! 89% 53s 14% ! D -E A A •' EAST ! 167 209 139 515 ! 101% 101% 101% ! E -F E -F E -F ! II APPR! TRKS! !X-WLK!PEDS? NO! ! PHASING ! ! ! ! ! 1 1 ! N !11.1 %! ! N ! -- ! !N /S -TURN PHASE WITH OVERLAP (C -3)! W ! 3.2 %! ! W ! . -- ! !E /W -TURN PHASE WITH OVERLAP (C -3)! E ! 6.6 %! ! E ! -- ! ! 1 I ! APPROACH V/C VALUES - MOVE ! SOUTH NORTH WEST EAST ! Ir TR ! .426 .000 .000 .206 ! R ! .084 .077 .007. .082 ! R -ADJ! .000 .073 .006 .000 ! : !. ° 7.- ; T ! .384 .511 .073 .124 ! Y 044 .102 ! i .. Y; :a L 1 .14 3 .0 9 6 , I`� r ''' S.,,�T /C- 654. ...,,E ...,,E V /C= 2 .6 TOTAL AMBER 100 , MINIMUM V /C $ ' �° " - , ! -, LEG : VOLUME !.., -:: ! TIME . AVAIL ( SECS) ! MOVE STORAGE ! ''s`7` :. .LEG ! AT LOS C ! - P ! L - T R ! L T ` R ! , � . AP 1 1 ! -•mo , or''' SOUTH ! 2633 ! SOUTH ! 17.0 60.6 60.6 ! STORAGE LENGTHS ! NORTH.! ;.:2580;. ! NORTH 17.0 60.6; 66 6. 5 NOT RELIABLE AT. :::: ,.. WEST�I =! "4 -. 590` " "..''-!�`: WEST:: ! 5.9 18.3:.,•35.2 !THIS LEVEL OF ! A, ,'• i � j : EAST! ! 703_ ! . EAST ! 12.1 24.5 24.5 ! SERVICE ! I an' : i . .... . - „ .. . .. , 1 '.::',.: : ••.• .::::::. : • " • A t_ .4...., 4 1 '..... - • 139 ' 4 .- 167 • . . i - . Ati:. .--•,,. , : - , . 74, —t N t F - ... I ,::q 4- v ' . . .. iv 1 -± ±itl : - i E x at' ng II --- 4r I S •1 t e . I 1 1 1 Ak 1 I 7 . - 1 1 •Nwr L-0. NV i —± 44 7 t [44* . Existino÷Ste: ...) , 0 Traffic Growth 7.4 f - ' 4 1 -1. 4■4 N4-1" : • 74.-t 41 I . 1314 -,11--; '3 1- 0 0, "-;. 1 . • \ . ..,......„....„._. • Total Traffic . . 171WT.;': 9W7near-E.McDoriald Street Robert„.., : = . KE ASS I\C. I •-ki Oa un: kezEss CONSULTING TRAFFIC EN . u pb,,...,,...)4. gm,i. 1225 NW MURRAY BLVD.i PORTLAND OR 97229 1503] 641-633) ! II --SIGNALIZED INTERSECTION --SIGCAP- VERS(05JAN92) 8/ 2/1994 15:17:55 II INTERSECTION: TIGARD,HIGHWAY 99W/McDONALD STREET VOLUMES: EXISTING -,- SITE; FULL ACCESS W/0 STORE, 1994, PM METRO SIZE: 500,000+ ANALYST: DAVE CRAM II FILE NAME: B21PMFWO !PHASE PHASE !PHASE !PHASE !PHASE !PHASE 1 C= 120 G=108 Y= 12 !-- 1 1, i 1 * ! t SERVICE LEVEL E 't I . ! 1 • . :': SATURATION 95% . ! • . ! - . . *..,... II APPROACH LANE GEOMETRY SOUTH NORTH WEST EAST II LANE 1 MOVE WIDTH MOVE WIDTH MOVE WIDTH MOVE WIDTH 1 ! RT. 12.0 R. 19.0 R. 12.0 RT. 12.0 2 ! T.. 12.0 T.. 12.0 T.. 12.0 L.. 12.0 II . . .0 ... .0 3 ! L.. 12.0 T.. 12.0 L. 12.0 L.. 12.0 ... ... .0 .0 11 APPR MOVEMENT VOLUMES ; M(T): E SATURATION T R MOVEMENT LOS L T R TOT L T R SOUTH 216 1189 133 1538 ! 95% 81% 81% 1 E D D II NORTH WEST 140 1504 114 1758 1 68% 95% 22% 76 131 13 220 ! 84% 50% 13% C D E A A A EAST 166 209 139 514 : 95% 95% 95% F E E II APPR! TRKS! !X-WLK!PEDS? NO! ! PHASING ----!-----! ! 1 ! I N !11.1%! ! N ! -- 1 !N/S-TURN PHASE WITH OVERLAP (C-3)! W ! 3.2%! ! W ! -- 1 !E/W-TURN PHASE WITH OVERLAP (C-3) E ! 6.6%! ! E ! -- ! ! I ! APPROACH V/C VALUES MOVE ! SOUTH NORTH WEST EAST II TR ! _ ! .388 .000 ... .000 .206 R ! .078 .071 .007 .082 II ' R- -ADJ! .000 .067 .006 .000 T ! .349 .464 .073 .124 L !, .131 .090 .044 .102 ! : _ :-. • . II ' N7 S„. V - . R5 256 TOTAL AMBER=.100 MINIMUM V/C=.050 ;'.;;;,• •-;:-.••.z... - , /C 7... 5 g V/C ... ,.... .._ -. 7 • i ...; .,'-. -- • - , - VF_, I L !.'-- LairVOLUME ! '' - ! TIME AVAIL (SECS)' MOVE , STORAGE ! ir, ,,..- LEG ! AT ! APPR ! L T R ! L — T' R ! ! . _ SOUTH ! 2573 ! SOUTH ! 16.6 58.9 58.9 !STORAGE LENGTHS! ,-t!-..” NORTH-J. „2526:-., ! NORTH ! 16.6 -58.9 65.2 !NOT RELIABLE AT! Ir . 7r - WEST! . ! WEST ! 6.3 19.6 36.2 !THIS LEVEL,OF ! * ---:„. EAST! ! -...0734:'i ! EAST ! 12.9 26.1 26.1 !SERVICE - ! . . . . . ,. • . - ,..,,, A ' .. • .:. , ., . • • . --- - - -. . ---....---- 1 -- SIGNALIZED INTERSECTION -- SIGCAP -- VERS(05JAN92) 8/ 2/1994 15:21:16 I T_NTERSECTION: TIGARD,HIGHWAY 99W /McDONALD STREET VOLUMES: TOTAL TRAFFIC; FULL ACCESS W/O STORE, 1994, PM METRO SIZE: 500,000+ ANALYST: DAVE CRAM II FILE NAME: C21PMFWO !PHASE !PHASE !PHASE !PHASE !PHASE !PHASE ! C= 120 G =108 Y= 12 I I I I 1 ' I . 1 1 I 1 I 1 t y . , + . ! , , * SERVICE LEVEL E -F I ! I 1 , ! ! ! * SATURATION 1 +; 101 ;� t 1 I 1 1 1 y -- 1 I -1 1 1 + ... * ..."... r .... * . ; . y a+ ; aa ; r+ ; aa ; �+ ; 1 1 APPROACH LANE GEOMETRY ! ! SOUTH NORTH WEST EAST ! I LA`•:E ! MOVE WIDTH MOVE WIDTH MOVE WIDTH MOVE WIDTH T. 12.0 ._ 12.0 R.. 12.0 RT. 12.0 ! 2 ! T.. 12.0 _.. 12.0 T.. 12.0 L.. 12.0 ! I 3 1 L -- 12.0 1 2.0 L. 12.0 ... 0 1 i ! .0 12.0 .0 .0 ! 1 1 APPR ! MOVEMENT VOLUMES '. MOVE SATURATION ! MOVEMENT LOS ! L T R TOT ! L "' R ! L T R . SOUTH '. 236 1309 143 1688 ! 101% 86% 86% ! E -F D D ! 1 NORTH ! 150 1654 124 1928 ! 71% 101 23% ! C E -F A ! WEST ! 76 131 13 220 ! 89% 53% 14% ! D -E A A ! EAST ! 166 209 139 514 ! 101% 101 101% ! E -F E -F E -F ! II APPR! TRKS! IX- WLK!PEDS? NO! ! PHASING ! ! ! ! ! , ! ! I S ! 5.6%! ! S ! -- ! ! '• N 111.1 %! ! N ! -- ! !N /S -TURN PHASE WITH OVERLAP (C -3)! W ! 3.2 %! ! W ! -- ! !E /W -TURN PHASE WITH OVERLAP (C -3)! E ! 6.6 %! ! E ! -- ! ! ! ! APPROACH V/C VALUES ! MOVE ! SOUTH NORTH WEST EAST ! 1 1 TR I ! .426 .000 .000 .206 ! R ! .084 .077 .007 .082 ! ' R. -ADJ! .000 .073 .006 .000 ! T ! .384 .511 .073 .124 ! :L I .143 , . 096 .044 .102 ! 1 :- ,tt t 4 '4N,,, I SAY 4 . 6544,,; .E -W . V%C =. 256 TOTAL AMBER= .100 MINIMUM V /C =. 050 , i a . a y r %;',,,--_ . +J•. LEG ;VOLUME ! ! TIME AV AIL : (SECS) I ' MOVE STORAGE ! , LEG ,, " 1,- AT,- LOS C _ ! APPR ! L ' T R ! L T R ! l ri d ; ; •= .; . ,+ � k:: . c - > t i ate I , I , 1 SOUTH 2631 - SOUTH . 17.0 60.6 60.6 !STORAGE LENGTHS! Jet ?P Y,: ;NORTH !,:• : 2580 !; NORTH. ! 17.0 60.6 66.5 !NOT RELIABLE AT! =K .;WEST`¢=.'-.` =! ":" : ` -590 ! WEST' =, ! _'. 5.9 18.3 . 35:3. !THIS LEVEL OF ! k '"'� ,b�, , 'EA�ST•A ' : _701 ! EAST ! : 12.1 24.5 24.5. !SERVICE ! r ':''a rs �'l•..--- • ' "c �Di1U = 39 I . . 4 -1. 74r 7 ... .. . • 4 ,--±• 1 . - I • — • --,. • t. • ., :. ::; ,• . .. . :::... ., . - .-..: • • ' ... .. ........ 4: . ' . • 7 • . i-L i 13 -- . • ri :::: . . • . I.E. zz � J'� - ► • Existing . . i _± +1 I" [-■ _ . . . g 1 / 4 L . . ---;r , . . • • . 1• S it e ra °. ° . At- / 31 T �- 4— zo 9 .- 4 ®i 1" i 7:= -± 4 i t I+ L- l 3, J '��` .9 :St, 4-- . i 3 --1 C4 - - I -lir 4 NiV . 1 --t 41-Itt+ P_xistin:-...4-Site A N oo � T.4 c 139 �, ;� 2�� T4 a j is Growth �1 rp ' 131 4 ; T . . 1 3--- r Total Traffic ... HWY : ;.99W near McDonald Street Roh ^rt 7...., w. K EC H ASSOCIATES 1\C . 1?n1:...r-,. ( J/ev � - LIMA ?E) 14— ""S CONSULTING TRAFFIC ENG • - 1225 NW BLVD. PORTLAND 0R 97229 )503) 641 -6333 s� __ _STit'tioa w� �vvF .l II -- SIGNALIZED INTERSECTION -- SIGCAP -- VERS(05JAN92) 8/ 2/1994 14:55:12 I INTERSECTION: TIGARD,HIGHWAY 99W /McDONALD STREET VOLUMES: EXISTING _ SITE; LIMITED ACCESS W/ STORE, 1994,PM METRO SIZE: 500,000 ANALYST: DAVE CRAM II FILE NAME: B21PMLWI !PHASE !!PHASE !PHASE !PHASE !PHASE !PHASE ! C= 120 G =108 Y= 12 1 1 1 1 ! ! ! t SERVICE LEVEL E • ! ! ! ! SATURATION 95% ! ! 1 * * 1 - - -' ._ 1 ! 1 - -- ! ! 1 * * * * * * * * * * * a ; i ; ; r, a y * * * * * * * * I ! APPROACH LANE GEOMETRY !• ! SOUTH NORTH WEST EAST !• LANE ! MOVE WIDTH MOVE WIDTH `LOVE WIDTH MOVE WIDTH ! ! ! 1 ! RT. 12.0 R. 12.0 R. 12.0 RT. 12.0 ! 2 ! T.. 12.0 T.. 12.0 T.. 12.0 L.. 12.0 ! II 3 ! L 12.0 T.. 12.0 L.. 12.0 ... .0 ! 4 ! .• .0 '2.0 .0 .0 ! J I ! APPR' ! MOVEMENT VOLUMES ! - MOVE SATURATION ! MOVEMENT LOS ! L T R TOT L T R ! L R ! SOUTH ! 216 1189 134 1539 ! 95% 81% 810 ! E D D ! II NORTH ! 140 1492 114 1746 ! 68% 950 22% ! C E A WEST ! 76 131 13 220 ! 840 520 14% ! D A A ' EAST ! 179 209 139 527 : 95% 95% 950 ! E _ 17 ! I APPR! TRKS! !X-WLK!PEDS? NO! 1 PHASING : 1 ! ! ! 1 ! - - '-- - - - - -! S ! 5.6 %! ! S ! -- ! 1 ! I N 111.1 %! ! N ! -- ! !N /S -TURN PHASE WITH OVERLAP (C -3)! W ! 3.2 %! 1 W ! -- ! !E /W -TURN PHASE WITH OVERLAP (C -3)! E ! 6.6 %! ! E ! -- ! ! ! I ! APPROACH V/C VALUES '- MOVE ! SOUTH NORTH WEST EAST ! II '• _ 1 TR ! .388 .000 .000 .206 ! R ! .079 .071 .007 .082 ! ,' R -ADJ! .000 .067 .006 .000 ! T ! .349 .461 .073 .124 ! L ! .131 .090 .044 .110 ! i. V/C =.256 _ TOTAL .AMBER =.100 • MINIMUM V /C= 050 � • �- LEG VOLUME ! '' " "u s ! TIME AVAIL (SECS) ! MOVE STORAGE ! P - x. ;;-LEG._.! _AT .LOS C ! APPR ! L T R ! L T R! • :. -,.,,,SOUTH 2585 ! SOUTH ! 16.7 58.7 58.7 !STORAGE LENGTHS! It • -; -: .NORTH.. 2527 NORTH 16.7 58.7 65.0;'NOT RELIABLE AT! r :7 STt„ ! °.608 ! WEST ! -6.4 18.6 35 THIS LEVEL OF ! % f ,''":.' T x•.•748 ! EAST ! 14.0 7 26.3. 26.3'-! SERVICE ! P t II --SIGNALIZED INTERSECTION --SIGCAP- VERS(05JAN92) 8/ 2/1994 15: 1: 8 II INTERSECTION : TIGARD,HIGHWAY 99W/McDONALD STREET VOLUMES: TOTAL TRAFFIC; LIMITED ACCESS W/ STORE, 1994,PM METRO SIZE: 500,000- ANALYST: DAVE CRAM II FILE NAME: C21PMLWI !PHASE !PHASE !PHASE !PHASE !PHASE !PHASE ! C= 120 G=108 Y= 12 II ! ! 1 ! 1 ! 1 1 1 1 1 ! :k 1 1 I . 1 ! 1 ! * SERVICE LEVEL E-F 1 1 II 1 ! 1 1 ' ! 1 ' ' • ! * ! t SATURATION 101% ! ! 1 . i ! 1 1 . • 1 ! APPROACH LANE GEOMETRY ! ! SOUTH NORTH WEST EAST ! II LANE ! MOVE WIDTH MOVE WIDTH MOVE WIDTH MOVE WIDTH ! ! 1 ! RT. 12.0 R.. 12.0 R.. 12.0 R T. 12.0 ! 2 ! T.. 12.0 T.. 12.0 T.. 12.0 L.. 12.0 • • 3 ! T .. 12.0 T.. 12.0 L . 19.0 L.. 12.0 ... .0 . 1 .0 ... .0 ... . n ' I 1 VY7'n 1 MOVEMENT VOLUMES T R TO ‘1(1).V E SATURATION ! MOVEMENT LOS 1 1 T R ! L T R ' . ! ! SOUTH ! 236 1309 144 1689 ! 101'... 86% 86% ! E-F D n : II '')RTH 1 150 1642 124 1916 1 71% 101% 23% : 0 E-F A T.:I ! 76 131 1 3 220 : °9% 55 14% ! D-E A A ! EAST ! 179 209 139 527 ! 101% 101% 101 : E-F E-F E-F ! II APPR! TRKS! !X-WLK!PEDS? NO! ' PHASING ! ! 1 ! II S ! 5.66! ! S ! N !11.1%! ! N ! -- -- t 1 1 1 !N/S-TURN PHASE WITH OVERLAP (C-3)! W ! 3.2%! ! W ! -- ! !E/W-TURN PHASE WITH OVERLAP (C-3)! E ! 6.6%! ! E ! -- ! ! ! II ! APPROACH V/C VALUES ! MOVE ! SOUTH NORTH WEST EAST ! II TR ! .426 .000 .000 .206 ! R ! .084 .077 .007 .082 ! II R. -ADJ! .000 .073 .006 .000 T ! .384 .507 .073 ! .124 ! ! .143 .096 .044 .110 ! .N-S.Vi:Ca.,,650,__E-W V/C 256 TOTAL AMBER=.100 MINIMUM V/C=.050 -'11 '..LEG VOLUME ! ! TIME AVAIL (SECS)! MOVE STORAGE ! 1 LEG - LOS C ! APPR ! L - T. R ! L T R ! SOUTH ! 2645 ! SOUTH ! 17.1 60.4 60.4 !STORAGE LENGTHS! 4 NORTH, 2583 ! NORTH ! 17.1 60.4 66.4 !NOT RELIABLE AT! IP WEST '-'i- , 592 * - ! WEST ! 6.0 17.4 - 34.5 'THIS LEVEL OF ! ,te . 714 ' . EAST ! 13.1 24:6 24.6 !SERVICE ! . . - - - ,.. : :`.•1,- !-:''' ' '. , . - :;-:"--' '''' '.:.isz:,- 1 -- SIGNALIZED INTERSECTION -- SIGCAP-- .VERS(05JAN92) 8/ 2/1994 15:48:44 I INTERSECTION: TIGARD,HIGHWAY 99W /McDONALD STREET 6.urrO MiTlb, 77cvS)* VOLUMES: TOTAL TRAFFIC; LIMITED ACCESS W/ STORE, 1994,PM METRO SIZE: 500,000- ANALYST: DAVE CRAM I FILE NAME: TT- PM.MIT !PHASE !PHASE !PHASE !PHASE !PHASE !PHASE ! C= 120 G =108 Y= 12 i ! y 1 ■ I 1 ! ! SERVICE LEVEL E I ! ! ! ! ! ! * SATURATION 93% ! ! 1 1 ! ! t. 1 APPROACH LA \E GEOMETRY ! ! SOUTH NORTH WEST EAST ! LANE ! MOVE WIDTH MOVE WIDTH MOVE WIDTH MOVE WIDTH ! II ! 1 ' 1 ! RT. 12.0 R.. 12.0 R.. 12.0 )R. 12.0 ! 2 ! T.. 12.0 T.. 12.0 T.. 12.0 T.. 12.0 ! I 3 ! L.. 12.0 T.. 12.0 L. 12.0 L. 12.0 ! 4 ! .0 12.0 .0 .0 ! I ! MOVEMENT VOLUMES '. MOVE SATURATION ! MOVEMENT LOS ! APPR' ! L T R TOT ! L T R ! L T R ! SOUTH ! 236 1309 144 1689 ! 93% 80% 80% ! E D D ! I NORTH ! 150 1642 '24 191.6 ! 66% 93% 22% ! B A ! WEST ! 76 131 + 13 220 ! 83% 93% 17% ! D E A ! EAST ! 179 209 139 527 ! 93% 88% 54% ! E D-E '. il APPR! TRKS! ! N -WL1; ! PEDS? NO! ! PHASING ! -- I N !11.1%! ! N ! -- ! !N /S -TURN PHASE WITH OVERLAP (C -3)! W ! 3.2%! ! W ! -- ! !E /W -TURN PHASE WITH OVERLAP (C -3)! E ! 6.6%! ! E ! -- ! ! ! I ! APPROACH V/C VALUES ! MOVE ! SOUTH NORTH WEST EAST ! : ! - ! TR ! .426 .000 .000 .000 ! R ! .084 .077 .007 .082 ! R -ADJ! .000 .072 .006 .069 ! t' T ! .384 .507 .073 .124 ! „ -Zi.�, .7tip_s_v L ! .143 .096 .044 .110 ! -`,� a ��i ; .;} III t J P. 1 h" �z �,∎ � C 650. ___ . E -W V /C= .183 ;,, TOTAL AMBER =.100 MINIMUM V/C =.050 '' " ` ! . "LEG VOLUME ! ! , TIME AVAIL (SECS)! MOVE STORAGE ! a a .r ^-asst._ a �: f' ,L Y: =AE ' ! AT LOS C ! APPR ! L- T R ! L T R ! 1,-Ad SOUTH ! - 2879 ! SOUTH ! 18.6 65.7 65.7 ! 351 578 0 ! , -.•�,� =, s NORTH,:, ! " : . 2 811 ! NORTH 1 18.6 65.7 72.2 ! 235 6 8 7 9 2 ... ! :~ 'WEST'' ' ! 645 ' WEST ! 6.5 9.4 28.0 ! 120 201 17 ! ` _,i EAST ! 779, ! EAST ' 14,.2 17.2 35.8 ! 281 318 173 ! 1 . :31 :Z 71 4 - " .-. .-.‘ - - 4, ''..1... :. _'-':. IL 1 .rit.:., ....-. .. . ,_,.,Pf: .4;.', , , . 1 a t3 - 4 1 t r . 74 --t \-: • t_ - -: M J a • 9 . . /3__ • 1 . A ...... . 1 � • • 1'. . 41%,- 4. :,.... '''. . Exis ting _. II --i +I A t 1 . - i 'I/ -+ ‘,/,--. - ' 1 -- 4' 1 a go t_ ).3? 1 Site =-._._ 4 a�14� • - _ I i / 3o -1 M Q k -') 4-- 13 I (_ Nr ® GXISt 1 ± 41 t r • �P 4-- 7„0/ - - 4 1 1 4Y I + '1 17-2 1 f Growth h 4 +IA 'f# II . � T. of . Ic Gro 74J tr . . 1.304 • e o z_ 1 ... . 13--i r‘ — 1... , • Total Traffic • HWY:.99_W. ` McDonald Street Robert ... wA 4109,1:9 7'. m`6o4,�r"° sT2FaT KEECH ASSOCIATES' I\CH pm _ rtd�►z. — c ,M,7�o ��c�ss CO N SULTING . TRAFFIC EN 1 S . Sr4-r a4 w/0 0Y!4 -' wz SnE 1225 NW MURRAY BLVD. PORTLAND OR 97229 (503) 641 -635 . 1 -- SIGNALIZED INTERSECTION -- SIGCAP -- VERS(05JAN92) 8/ 2/1994 15:24:32 1 INTERSECTION: TIGARD,HIGHWAY 99W /McDONALD STREET VOLUMES: EXISTING _ SITE; LIMITED ACCESS W/0 STORE, 194, PM METRO SIZE: 500,000-= ANALYST: DAVE CRAM 1 FILE NAME: B21PMLWO !PHASE !PHASE !PHASE !PHASE !PHASE !PHASE ! C= 120 G =108 Y= 12 II I ! ! ! 1 I 1 1 1 I :t: *Y:*******aa t;aaaaa;rtttta 1 I 1 f I ! :t; a I 1 1 ! ! ! ! t SERVICE LEVEL E y 1 I ! I I ! ! ! y SATURATION 95 °s I 1 1 1 1 1 t * I I : : I t * * * a *; . r+. ... * . ; aa 1 ! APPROACH LANE GEOMETRY 1 • SOUTH NORTH WEST EAST 1 - tt r LANE 1 11.^,VE WIDTH MOVE WIDTH MOVE WIDTH MOVE WIDTH ! 2 ! T.. 12.0 T.. 12.0 T.. 12.0 L.. 12.0 ■ II 3 1 ... :2.0 120 L.. 12.0 ... 0 I 0 L. 12.0 .0 0! II ! APPR f MOVEMENT VOL MES ! MOVE SATURATION ! MOVEMENT LOS ! ! T TO ! T T R ! T. R I SOUTH ! 215 1189 133 1538 1 95% 810 81% 1 E D D ! II NORTH 1 140 1493 114 1747 ! 68% 95% 220 ! C E A WEST ! 75 130 13 219 ! 84°0 52% 14% ! D A A ! EAST ! 177 209 139 525 ! 950 95% 95% ! E E E 1 APPR! TRKS! !X- WLK!PEDS? NO! ! PHASING ! ! ! ! ! 1 1 ! II S ! 5.60! ! S ! -- ! ! ! N !11.1%! ! N ! -- ! !N /S -TURN PHASE WITH OVERLAP (C -3)! W ! 3.20! ! W ! -- ! !E /W -TURN PHASE WITH OVERLAP (C -3)! E I 6.6%! ! E ! -- ! ! ! 1 ! APPROACH V/C VALUES ! MOVE ! SOUTH NORTH WEST EAST ! II TR I ! .388 .000 .000 .206 ! R ! .078 .071 .007 .082 ! 1 R' -ADJ! .000 .067 . .006 .000 ! T ! .349 .461 .072 .124 ! L ! .131 .090 .044 .109 ! t 14:;N.- S...V /C= .592 -.E -W .V. /C= .256...,;; QQAL, AMBER= .100 MINIMUM .V /C =.050 ' M: :• : ^" ! LEG VOLUME ! - - - `-' TIME AVAIL (SECS) ! MOVE STORAGE ! LEG - • ! AT LOS C ! APPRtI:! L - T R ! L . T R ! } SOUTH ! 2582 ! SOUTH! 16.7 58.7 58.7 !STORAGE LENGTHS! -*s= :.: NORTH ! 2525 • ! NORTH! , 16.7 58.7 65.1 !NOT RELIABLE AT! f i ap WEST.: ! 607 ! WEST } 1 6.4 18.8 35.5 !THIS LEVEL OF,-! r EAS . ! 744 ! EAST � 13.8 26.3 26.3 !SERVICE ! i;2Y;i : ,1. ; :; II --SIGNALIZED INTERSECTION -- SIGCAP -- VERS(05JAN92) 8/ 2/1994 15:31:22 I INTERSECTION: TIGARD,HIGHWAY 99W /icDONALD STREET VOLUMES: TOTAL TRAFFIC; LIMITED ACCESS W/O STORE, 1994, PM METRO SIZE: 500,000= ANALYST: DAVE CRAM II •FILE NAME: C 21 PMLWO !PHASE !PHASE !PHASE !PHASE !PHASE !PHASE ! C= 120 G =108 Y= 12 1 1 1 1 I I 1 1 * ** * * *t * * *t ** *** that t i t 1 1 1 1 1 1 1 * a ! ! 1 ! ! ! ! * SERVICE LEVEL E -F * II ! 1 i ! ! ! ! * SATURATION 101% • 1 1 1 1 1 ! 1 * v 1 I 1 1 1 I 1 t * * **tt. * *t*t*t*t tttttttt II ! APPROACH LANE GEOMETRY 1 • I SOUTH NORTH WEST EAST ! LANE ! MOVE WIDTH MOVE WIDTH MOVE WIDTH MOVE WIDTH 1 ! RT. 12.0 R. R. 12.0 RT. 12 0 1 1 V 1 V 2 ! T.. 12 .^ T.. 12.0 T .. 12.0 L.. 1 I 3 ! ?.. 12.0 l . . 12.0 L.. 12.0 . . .0 ! rt 1 _ G L. 12. v 0 . V . 1 MOVEMENT VOLUMES MOVE SATURATION ! MOVEMENT LOS ! N � aR . i T II L R TO T 1 L T R ! T R ! y -_ - - -_ - - . . _ . _ ._ . - -. -.. . _ . _ ... .. 1 -- .- _-- .- _------ .._ - -__- ! - SOUTH 236 1309 144 1539 ! 101 "s 86% 86% ! _ -F D D ! II NORTH ! 150 16;2 124 1915 ! 71% 101% 23% C E -. A ! 4^ WEST ! 76 131 13 220 1 89% 55% 14% 1 D -E A A EAST ! 179 209 139 527 ! 101% 101% 101% ! E -F E -F E -F ! APPR! TRKS! !X-WLK!PEDS? NO! . PHASING ! ! ! ! - -- ! ! ! - -- S ! 5.6 %! ! S ! -- ! 1 ! N !11.1 %! ! N ! -- ! !N /S -TURN PHASE WITH OVERLAP (C -3)! W ! 3.2 %! ! W ! -- ! !E /W -TURN PHASE WITH OVERLAP (C -3)! E ! 6.6 %! ! E ! -- ! ! ! II ! APPROACH V/C VALUES ! MOVE ! SOUTH NORTH WEST EAST 1 II 1 ! TR ! .426 .000 .000 .206 ! R ! .084 .077 .007 .082 II R -ADJ! .000 .073 .006 .000 ! T ! .384 .507 .073 .124 ! /, .,,,. L ! .143 .096 044 .110 • . - ■ , A- ... 650 E -W V/C = • . TOTAL AMBER =.100 MINIMUM .V /C =. 050 -- , ,isr , cf. v ::3:*. J= rr! % - -LEG VOLUME ! ! TIME .AVAIL (SECS) ! MOVE STORAGE ! R. y 444.; ;z1t EG- ./g -_ AT - •LOS C ! ..... APPR ! L . T R ! L T R ! r �.,, ;, SOUTH-.! -. 26.45 ! SOUTH ! 17.1 60.4 60.4 !STORAGE LENGTHS! 5;, NORTH':- 2583 ! c:.NORTH ! 17.1 .60.4 66.4 !NOT RELIABLE AT! • I ` # ` < - 592 ! - ', WEST - -•� ! '- 6.0 • -:`17.4 34.5 !THIS LEVEL OF ! • �,., � WEST�•�.,. , - - 714 ! _EAST 13.1 24.6.24.6 SERVICE ! tF,J i t a r e t 1 . . A t . ' '. . /3 0 9 1 . - .. 4 `V : •-;1•• 1 " • lZ7 .�_ "�' . I . - ' r‘)•. ... iT • s: . -... 0 ii__ 1.1 13-- 4 LI. 4. I-- ► fir- z" � xisfiin 1 -t +It I - 9 1 _ : . - z-- ... ,1 4-- . 4 4' , ft. -1 + 1 t I 141- I l J' r VI 1 I r y" . . /3 - ; 7 . . L \I3? h I t 4 AN-0' Q Q M t 4 \ T -_ ` /G. 7 �' '` ®-- w9 :1 - . •r' 179 1 T na ; • Growth ® r+ 4 \„ I...:-. , • / 3i 4 c. 4 13 r4 0— . i .. . . .... t Total Traffic 1 ,1)/0:'4;99W near .McDonald Street • - . 7 o KCH INC. ` ��;�±'1:=.,?E/ic v,t _ Ad° f}- ce CONSULTING TRAFFIC . ENGINEER _, 10)c _ST,t -r,o,, '' _ c 4 y r . , eb Sg 1225 NW MURRAY BLVD, PORTLAND, OR 97229 (503) 641-6333 II -- SIGNALIZED INTERSECTION - --SIGCAP -- VERS(05JAN92) 8/ 2/1994 15: 5:31 INTERSECTION: TIGARD,HIGHWAY 99W /McDONALD STREET VOLUMES: EXISTING _ SITE; NO ACCESS W/ STORE, 1994, PM METRO SIZE: 500,000 ANALYST: DAVE CRAM 1 FILE NAME: 321PMNWI !PHASE !PHASE !PHASE !PHASE !PHASE !PHASE ! C= 120 G =108 Y= 12 ! ! ! - - - - - -- ! I ! 1 1 ! ! ! ;,; i a t : t a a * * * * a a r � : . ............ !: 1 1 1 1 1 1 +: i 1 ! ! ! ! ! * SERVICE LEVEL E •• I 1 i ! ! ! ! * SATURATION 96% 1 1 1 1 1 ! ! * 1 ! ! 1 ! 1 1 **.-.. ..rf!: * *.• ....................* 1 ! APPROACH LANE GEOMETRY 1 ! SOUTH NORTH WEST EAST ! LANE ! MOVE WIDTH MOVE WIDTH MOVE WIDTH MOVE WIDTH ! II ! ! 1 ! RT. 12.0 R. 12.0 R. 12.0 RT. 1'x.0 ! 2 ! T.. 12.0 T.. 12.0 T.. 12.0 L.. 12.0 ! 1 3 4 ! L. 12.0 T. 12.0 L. 12.0 ... .0 ! .0 L. 12.0 .0 .0 ! ! "0VSMENT VOLUMES ! MOVE SATURATION ! MOVEMENT LOS ! APPR' ! L R TOT ! L T R ! L T R ! SOUTH 1 21 C 1 G5 1 3 9 I 6 o.. o 83o. ! �C;,_�. �_� �i.,� 158 _5�� 96% 83 -0 � -_. � E D D ! 1 NORTH ! 161 1492 114 1767 ! 78% 96% 2J o ! C -D E WEST ! 75 1 31 1 3 220 ! 86% 49% ! D a ! l O " O EAST ! 179 209 167 555 ! 95° 96 96 E E I APPR! TRKS! !Z- WLN!PEDS? NO! ! PHASING ! II S ! 5.6%! ! S ! -- ! ! 1 • N !11.1%! ! N ! -- '. !N /S -TURN PHASE WITH OVERLAP (C -3)! W ! 3.2 %! ! W ! -- ! !E /W -TURN PHASE WITH OVERLAP (C -3)! E ! 6.6 %! ! E ! -- ! ! ! I ! APPROACH V/C VALUES ! MOVE ! SOUTH NORTH WEST EAST ! II TR ! ! .388 .000 .000 .223 ! R ! .093 .071 .007 .099 ! II R. -ADJ! .000 .067 .006 .000 ! T ! .342 .461 .073 .124 ! .? L ! .131 .103 .044 .110 ! 1 "t t �, ;;",N. -S,., V,/C, =. 592 E -W ,V /C =..,27 TOTAL AMBER =.100 , MINIMUM V/C =.050 1 -kkl !. _ , - !' LEG VOLUME ! ' TIME AVAIL (SECS) ! MOVE STORAGE ! 1 r LEG ! AT LOS C ! APPR ! L;- T R ' L T R ' '� 1 ! ! ! ! " • SOUTH 1 2536 1 SOUTH ! 16.4 5 . 7. 5 57.5 ! STORAGE LENGTHS ! • "�`''ti , E NORTH•! 2499, ! NORTH `! -. 16.4 57.5 63.8 lNOT RELIABLE AT! ` -4 ,a • WESTz ! 597 .! WESTd ' 6 2.....;.:20.4 36.7 ! THIS ° LEVEL OF ! t �,�"�;:, EsktAST ! 790_ ! : EAST."- F '_ 13.7a .27.8 27.8 ! SERVICE :L 1 --SIGNALIZED INTERSECTION --SIGCAP-- VERS(05JAN92) 8/ 2/1994 15:12:20 •II INTERSECTION: TIGARD,HIGHWAY 99W/McDONALD STREET VOLUMES: TOTAL TRAFFIC; NO ACCESS W/ STORE, 1994, PM METRO SIZE: 500,000- ANALYST: DAVE CRAM 11 FILE NAME: C2IPMNWI !PHASE PHASE !PHASE !PHASE !PHASE !PHASE ! C= 120 G=108 Y= 12 ! 1 1 . ! II ! 1 1 ! ! ! ! 1 1 t *. 1 * ! 1 ! ! ! * SERVICE LEVEL F 11 ! ' I ! 1 ! ! ! * SATURATION ! t 102% * * II 1 APPROACH LANE GEOMETRY ! . SOUTH NORTH WEST EAST ! LANE 1 MOVE WIDTH MOVE WIDTH MOVE WIDTH MOVE WIDTH ! II ' : "‘T. 2.0 R.. -9.0 R.. 12.0 T. 1 2.0 : ^ . T. 12.0 T.. 12.0 T.. 12.0 7 .. 12.0 1 2 . _ II ._.. 12.0 , . ... n ., T.. 1 0 ... .0! T.. 12.0 19 _.. --. ... .n ... .0 ! II .1.''PR MOVEMENT VOLUMES T R TOT 7: E SATURATION : MOVEMENT LOS ! T R I , T - R ! 1 : ! SOUTH 1 236 1285 168 1689 ! 102 88% 88% : F D-E D-E ! 1 II NORTH WEST 171 1642 124 1937 1 80% 102% 230 1 D F 76 131 13 220! 91% 51% 13% ! E A A ! A 1 EAST ! 179 209 167 555 ! 102 102 102.° ! F F F ! 1 APPR! TRKS! !X-WLK!PEDS? NO ! PHASING ! ! ! ! ! 1 • • II N !11.1%! ! N ! __ -- !N/S-TURN PHASE WITH OVERLAP W ! 3.26! ! W ! !E/W-TURN PHASE WITH OVERLAP (C-3)! E ! 6.6%! ! E ! -- ' . II t . APPROACH V/C VALUES MOVE ! SOUTH NORTH WEST EAST 11 TR 1 . ! .426 .000 _ .000 .223 - R ! .098 .077 .007 .099 R. -ADJ! .000 .073 .006 .000 II T ! .377 .507 .073 .124 L ! .143 .109 .044 .110 . N V/C=.650, E-W V/C=.273„ TOTAL AMBER= 100 MINIMUM V/C -.- 1 LEG VOLUME ! ! TIME AVAIL (SECS)! MOVE STORAGE ! LEG ! AT LOS C ! APPR ! L T R ! L T R ! ! ! SOUTH ! 2597 ! SOUTH ! 16.8 59.3 59.3 !STORAGE LENGTHS! NORTH ! 2553 ! NORTH ! 16.8 59.3 65.2 !NOT RELIABLE AT! 11 WEST! - 582 1 WEST ! 5.9 19.1 35.8 !THIS LEVEL OF ! EAST ! 756 ! EAST ! 12.9 26.1 26.1 !SERVICE , - II . - - _ _ • .� 135 a P a 2.067 j.40,Lo. .,,,-- 16 .. . . • 1 . .. 74_' 44- itr A t- Z..S • - 1-7 ,,..„5, zp•: •• 7 tj'- 4-. q .::.. /3-4, . • • 1 -± 4 1 A t - - 4 /- N-- Existing • . I i N r , A .1 Site a � 4 it.ii . ./- , 1 A t / ' / 3 / 7 - ' ,s Z c p ►3 ,J _– ' f— v . . i_16.. + 44- t r l 4 EXI5tinC.:;: e 4 is oo 1® I —4r -■ in r4 ,5 .11 44_ z0 y I .-- . 41 - 1 1 7 .7 , I Traffic Growth , ir ;!'):-.-.:::-....i.-,. / 3 , te,, . 4. ; : � Total Traffic ::. : :near McDonald Street Robert .. - .. 52,, KECH ASSOCIATES INC. - Y ' '�d "'- — �'O k-ea s CONSULTING TRAFFIC EN ,,,I YicA- : Cr /D.4.) w/D a 4., rb,..vrAlet Sm 1225 NW MURRAY BLVD. PORTLAND OR 97229 1503) 641 -6353 II -- SIGNALIZED INTERSECTION -- SIGCAP -- VERS(05JAN92) 8/ 2/1994 15:37:51 II INTERSECTION: TIGARD,HIGHWAY 99W/McDONALD STREET VOLUMES: EXISTING ; SITE; NO ACCESS W/O STORE, 1994, PM METRO SIZE: 500,000 ANALYST: DAVE CRAM I FILE NAME: 21PMNWO !PHASE !PHASE !PHASE !PHASE !PHASE !PHASE 1 C= 120 G =108 Y= 12 ! ! ! ! ! ! 1 1 I I I 1 1 ! :h ! ! 1 1 ! ' SERVICE LEVEL E II 1 1 I ! ! ! ! * SATURATION 96% y -. - _- -. - - - - - - -_ - - : -_ 1 1 1 ..".... ..... II ! APPROACH LANE GEOMETRY . ! SOUTH NORTH WEST EAST LANE 1 NOV E WIDTH MOVE WIDTH MOVE WIDTH MOVE WIDTH ! R. 2 ! _.. 12.0 T.. 12.0 T.. 12.0 L.. 12.0 ! 1 3 ! L. 12.0 T. 12.0 L. 12.0 ... .0 4 ! .0 12.0 .0 .0 ! I ! APPR `MOVEMENT VOLUMES ! MOVE SATURATION ! MOVEMENT LOS ! L T R TOT ! L T R ! L T R ! - - - -- ! ! SOUTH ! 216 1168 154 1538 ! 95% 83% 83% ! E D D ! 11 NORTH ! 159 1493 114 1766 ! 77% 96% 22% ! C -D E A WEST ! 7G 131 13 220 ! 85% 49% 13% ! D A � ! EAST ! 177 209 164 550 ! 96% 96o 96% ! E E E APPR! TRRS! !X-WLK!PEDS? NO! ! PHASING . ! ! ! ! 1 1 • -- S ! 5.6 %! ! S ! -- . ! ! II N !11.1 %! N ! __ ! !N /S -TURN PHASE WITH OVERLAP (C -3)! W ! 3.2 %! ! W ! ! !E /W -TURN PHASE WITH OVERLAP (C -3)! E ! 6.6 %! ! E ! -- ! ! ! 1 ! APPROACH V/C VALUES ! MOVE 1 . SOUTH NORTH WEST EAST ! ! ! '. TR ! .388 .000 .000 .221 ! R ! .091 .071 .007 .097 ! R -ADJ! .000 .067 .006 .000 ! ' T ! .343 .461 .073 .124 ! ! .131 .102. .044 .109 ! 1 Iv .4 ., 1 ;,N Sq/C =.592 E -W .V /C= .271 TOTAL AMBER = _MINIM UM,,,V /C =.050 , :-.4 LEG VOLUME ! TIME AVAIL (SECS) ! MOVE STORAGE ! 1 . w„ ; =. LEG ..-: ! AT LOS C ! APPR ! .,' : . L ° T R ! L T R ! s .. = ::L:. -,- SOUTH ! 2536 ! SOUTH ! 4 16.4 . 57.7 57.7 !STORAGE LENGTHS! ,r :' "r'; NORTH ! ' 2 500 ! NORTH':. !...A.6.4 ' 57.7 63.9 !NOT RELIABLE AT! 11 1`.>t,'-fit-: - ' EST.' !+" 598 ! WEST? 2!' z6: 3 • . 20.3 36.7 !THIS LEVEL OF ! ::: ` EAST; !k 782 ! , EAST 4 13. 6. 27.7 27.7 ! SERVICE ! ze, M1 y . a J .',40.,, u: .a, L'3 0. i l^ 1 Y II -- SIGNALIZED INTERSECTION -- SIGCAP -- VERS(05JAN92) 8/ 2/1994 15:40:59 II INTERSECTION: TIGARD,HIGHWAY 99W /McDONALD STREET VOLUMES: TOTAL TRAFFIC; NO ACCESS W/O STORE, 1994, PM METRO SIZE: 500,000 ANALYST: DAVE CRAM II FILE NAME: C21PMNWO !PHASE !PHASE !PHASE !PHASE !PHASE !PHASE ! C= 120 G =108 Y= 12 ! ! 1 ! ! 1 ! ! ! ! ! ! 1 ! ! ! ! 1 1 * ! ! ! ! ! ! ! * SERVICE LEVEL F I ! ! * SATURATION 102% * ! ! ! ! ! ! ! * * * _— ._..._._.! .. 1 t ' ! 1 .... . . .*** II APPROACH LANE GEOMETRY ! SOUTH NORTH WEST EAST LANE MOVE WIDTH MOVE WIDTH MOVE WIDTH MOVE WIDTH ! II y ! T 19.0 R.. 12.0 ---- R ..-- - 12,0 - RT. 12.0 !! 1 ' ) .0 12.0 T.. 12.0 L.. 12.0 "j' 12.0 L 12.0 .. .0 ! ! .-... y L. 12.0 ... 0 . 0 ! I APP R' VOLUMES ! MOVE SATURATION ! MOVEMENT LOS ! ! L T R TOT ! L T R ! L T R '• SOUTH ! 236 1288 164 1688 ! 102% 87% 87% ! F D —E D —E ! II NORTH ! 169 1643 124 1936 ! S0 0 102% 23% ! D F A !! WEST ! 76 131 13 220 ! 90% 510 13% ! D —E A A ! EAST 177 209 164 550 ! 1020 102% 102% ! F F F ! I APPR! TRKS! !X— WLK!PEDS? NO! ! PHASING ! ! ! ! ! ! ! — ! II S ! 5.6%! ! S ! -- ! ! ! N !11.1 %! ! N ! -- ! !N /S —TURN PHASE WITH OVERLAP (C -3)! W ! 3.2 %! ! W ! -- ! !E /W —TURN PHASE WITH OVERLAP (C -3)! E ! 6.6 %! ! E ! -- ! ! ! ! APPROACH V/C VALUES ! MOVE ! SOUTH NORTH WEST EAST ! I , TR ! .426 .000 .000 .221 ! R ! .096 .077 .007 .097 ! R. —ADJ! .000 .073 .006 .000 ! T ! .378 .507 .073 .124 ! L ! .143 , ..108 .044 .109 ! YI w N —S.. V/C =.650;. E -W V /C= . 271 - TOTAL AMBER= 100 MINIMUM V/C =.050 i t- :�c"��'s. w.], .. . .w!-w F..o.v .a -.. .. l' AAw-4lY�ZIW.. • ` ''" ! LEG VOLUME !. = . TIME AVAIL (SECS)! MOVE STORAGE ! « R - LEG . ! • LOS C ! . APPR ! L' T R ! L T R ! SOUTH ! 26 ! SOUTH ! 16.8. 59.4 59.4 !STORAGE LENGTHS! .. ;, , - y:' ['f•` NORTH ! 2558, ! —NORTH: ! 16.8 .59.4 65.3 !NOT RELIABLE-AT! I � �� At'iNEST ; ! "583- :, ! WESTP 1 5.9 • 19.1 35.8 ! THIS LEVEL':.OF ! `r� ` _� i ":EAST• ! '749 i , ' EAS T' ! 12.7 25.9 25.9 ! SERVICE'.,;;;: ,'.. ! r ' ' _ i s ! e1 ,t -' • ... . . . . ..' '.. .* . . ,. . . . . . . . • • . . . . . . . . . . . . .... . .... .. . .• .• • ... • • . . . . . . .. • ' • H :' • •:.....: :, . .• - •,-• • '''' . • .. .. . . • . ..,.. .... ..-:: I . .... .,. ,....-.,.. 1. ..- - .. • . • • :.:.'7:7; :"; -.: •.* . .. • - - • • 4-- IA r -•,•:, • • • -•:.k..-, I •• : _1:''' • • . . • .. . .. . . . -• - . . ., .. . . . ,.. ... ..... „ ,. 4- 4 :;•-•-•...... . ...,..,..,:.:•••• • ••••,,,,:••••, .•.... ..... • . . _. 1 . . . . . • . . . . . . . 1 • • ,....•••:••._.„:„..„-_,•....:•,..„..,„.. . ... . . • .... .. - -# 4. . • • - ....... • .-.• : . . ... . .. .. 1: ....,.-..: . • ..- . ..,,) - ‘,. 3 . • +.__ _,-,_. .. ..: ; . . . ii . .• . . • • --- 4Pr . • . .... . 1 -:..: .... . . ,,• . .. . .. .... . . ...... . 'Exieting • • . • •• • . . . . ... . . :...., 1. 7 _±.• +it FO' ..... • _ . . .• . • • . . . . . • • . . • At_ (.... 1 . Si In .. 7 __I 43--- A 1 4 I Alak. 1 I ..„ . i_ . ii Zi I 1-4 ....1 1 ---0. Nfr " , • . F t. , 1 c, : i• , .---. ÷ C- : 1 4.2. i -± 1 4 \ 1 4— zic. . . 1 _ T !- a f f i c Growth : . . I . . . .. . . . . - ..4r , . ,',,t,;;;;.4.4;:zr..1::.; -.,.-•.: . • - Total Traffic - • .. ...„. . lo.y.,:e.,,,i.t.i.„,••\ )., •::••.. .„.„:„....„....... .,• •WY...9 n -:.:-.:' 9W .ear McDonald Street R o b e r t . • "P .:„. . A __ • r.,. • , A KE .. r ... rH As sociATEs INC, • .....lin-e.,; e l- 7 ..... \.../ Ho tin- - Ftn-L *cc 5 CONSULTING TRAFFIC ENdINEER„ • 1 -•:. - - 3 122.5 NW MURRAY BLVD, PORTLAND,. OR 97229 (503) 641 6).) i S.4.wca. Srerio.,) ( AV Coo ygojt-a. gm,* 1 UNSIGNALIEED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street II x D x Driveway Date of Count: Existing Site _ ; z Day of Week: Weekday; Full Access; t+'/ _. Time of Day: AM Peak Hour II :1 : :xXs:XXXXXXN 1_.: Prevailing Speed: 30 B # of lanes on major street: 2 A APPROACH GRADES: _:xxxxXXXXXXXXX XXXXXXXXXXXXX A 0%:13 0%:D 0% II McDonald Street SHARED LANES: APPROACH D: all APPROACH >>>>>>> A<<<<<< C>>>>>>> D<< <<<< < >>> > >>>C <<<<<< < >> > >> >>B < < <<< << 1 MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR II VOLUMES 7 412 0 5 0 15 0 0 0 0 216 6 PCH 8 6 17 II RIGHT TURNS FROM D (DR) CONFLICTING FLOW .5:=,: -BT= 219 CAPACITY 961 CRITICAL GAP= SSEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 961 CAPACITY USED= i.77^, IMPEDANCE : L , .T CREATED- .99 DEMAND (LOS =A) _7 1 LEFT TURNS FRO`; A (AL) /'� _ CON ICT �� ING FLO BR 222 CAPACITY 1070 RR 'BT= CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 1070 CAPACITY USED= .75% IMPEDANCE CREATED= .99 DEMAND (LOS =A) 8 Al LEFT _.,_ YS FROM D (DL) CONFLICTING FLOW .5BR -BT-BL- AL- AT -AR -CT -CR- 638 CAPACITY 457 C^ C CAP GAP- 6SEC. IMPEDANCE ADJUSTMENT= .99 ADJUSTED CAPACITY 452 ♦ SED. 33n. IMPEDANCE DEMAND (LOS=A) CAPACITY + V:!' L- J..' � DANCE CREATED= 9 6 1 CAPACITY OF SHARED LANES FOR APPROACH D 743 DEMAND (LOS =A) 23 • 1 • 1 1:. • ;;;; - - i 4j Vii.: .' fir. - z; ` LOS = Level „of Service ( . 31 1:-.'-'..:: 11%89) ar rt_.:• _ O n major' str eets with 4 lanes, .conflicting voluume equals0.75: PCH • • II U \SIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street I x D x Driveway x Date of Count: Total Traffic N. Day of Week: Weekday; Full Access; W/ N. x Time of Dav: AM Peak Hour xxxxxtxs�:xx xxxxxxxxxxx_x Prevailing Speed: 30 I B # of lanes on major street: 2 A .APPROACH GRADES: : xxxxxxxxxxxxxxxxxxxxxZxz:xxx A 0%:B 0%:D 0% II McDonald Street SHARED LANES: APPROACH D: all APPROACH >>>>>>% A<<<<<<<>>>>> D<<<<< < < > > > > > > >C<<< < < < <> >> > > > >3( < <<<<< MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR II VOLUMES 7 412 0 5 0 15 0 0 0 0 216 6 PCH 3 6 17 II RIGHT TURNS FROM ` D (DR) CONFLICT =NG FLOW . 5BR =BT= 219 CAPACITY 961 CRITICAL. GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 961 CAPACITY USED= 1.77^ IMPEDANCE CREATED= .99 DEMAND (LOS=A) 17 LEFT TURNS FROM A (AL) CONFLICTING FLOW BR+BT= 222 CAPACITY 1070 CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= ADJUSTED CAPACITY 1070 II CAPACITY USED- 75 °o IMPEDANCE CREATED= .99 DEMAND (LOS =_A) 8 LEFT TURNS FROM D (DL) CONFLICTING FLOW .5BR±BT= BL=ALLAT= AR +CT =CR= 638 CAPACITY 457 ,' CRITICAL GAP= 6SEC. IMPEDANCE ADJUSTMENT= .99 ADJUSTED CAPACITY 452 CAPACITY USED 1.33% IMPEDANCE CREATED = .99 DEMAND (EOS =A) 6 II CAPACITY OF SHARED LANES FOR APPROACH D 743 DEMAND (LOS =A) 23 II 1 - ,- - irw;c.. . . - . . . . , . . ,..,-. ... . . . .,,,.-:.7. . .,..4., PT.!';t .. .'4. ' ' , i" '. , - - ' . 13 L = Le vel o f Se rv i ce .: (11 fi On major.'Streets with _ 4 lanes, conflicting voluume equals0.75 of PCH''' II a l i. 4. 1 z 1 • I— z 1 v 1 s S tT� ' 403-' .* - •9 4---- -4 41 9 S 4 1t I+ Existing --2_-+ ' -.;r 1 Site = ‘5 4 I 44- 1 Niv L-■ 1 1 ''' - _± +I i 1+ LH/4 4— I 41- 4 -44--- ir 1 . � 4171'14 CxistintSite c 1 --- 4_7_.4 , ., _ 4 1 --■ Traffic Growth qS 4 11 . 1+ • I HIS--' . -4P- Total Traffic •HWY Street near McDonald Stt Robert m��o� ,� sT.��T S KCH A550CIATES I\C1 '�'" ' °�:� �"' - F� ""-��� - ' CONSULTING TRAFFIC EN - -Ss.2:,,...& Sr„,,, w/o co 5 7"6-1225 NW HURRAY BLVD., PORTLAND, OR 97229 (503) 641 -6333 II .NSIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street II :: D x Driveway x Date of Count: Existing - Site Day of Week: Weekday; Full Access; W/0 x x Time of Day: AM Peak Hour II XXXXNN.v'- XXXXXXXXXXXX B Prevailing Speed: 30 # of lanes on major street: 2 A APPROACH GRADES: II XXX=N NXXXXXXXXXXXX=XXXX A 0%:8 0%:D 0% McDonald SHARED LANES: APPROACH D: all ADFROACH II MOVEMENT AL AT AR DL DT DR CL CT CR 3L BT BR VOLUMES II rH ...%. / 1 411 0 , 6 0 11 0 a 0 t.. 0 0 216 r P RTGH TURN::: Fa= D (DR) COY' 7 70W .s8R'BT 21 CAPACITY 961 CRITICAL r:A7.. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 961 CAPACITY USED- 1.25 IMPEDANCE CREATED= .99 T TURNS FROM A II DEMAND (LOS=A) 12 (AT) CON= FLOW BR-DT- 2:' CAPACITY 1070 • CRI GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= 1 CAPACITY .93% TMPEDANCE CREATED= .99 DEMAND (LOSA) 10 LTFr - URNS 'r 7 flT) ADJUSTED CAPACITY 1 CAPACITY ,- .0 = rONFLICTINC E.' .5BR-BT-BL-AL-%AT-AR-L.CT-CR= f39 CAPACITY 457 11 CRITICAL GAP- CCEC. IMPEDANCE ADJUSTMENT= .9(:; ADJUSTED CAPACITY 452 CAPA.C '.:SED ".55% IMPEDANCE CREATED= •9) DEMAND (LOS=A) 7 II CAPACITY OF SHARED LANES FOR APPROACH D 679 DEMAND (LOS=A) 19 _ . II II t. ;. II • II • II ‘ . , 1 II LOS = Level of Service (11/89) - On major streets with 4 lanes, conflicting voluume equals0.75 of PCH II II UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street I : D X Driveway Date of Count: Total Traffic Day of Week: Weekday; Full Access; W/0 X >: Time of Day: AM Pear Hour I _:X::_:_,:;stiX :;:.: XXXXXXXXXXXX Prevailing Speed: 30 B # of lanes on major street: 2 A APPROACH GRADES: XXXXXXXXXXXXXXXXXXXXXXXXXXXX A 0%:B 0%:D 0°t McDonald Street I SHARED LANES: . • APPROACH D: all APPROACH >>>>> A<<<<<<<>>>>>>> D<<<<<< < > >>>>> >C < << <<< < > > > > >>>B < < < << << 1 MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR VOLUMES 9 411 0 6 0 11 0 0 0 0 216 6 II PCH 10 7 9 . I RIGHT TURNS FROM D (DR) CONFLICTING FLOW .5BR- 3T= 219 C.IPACT'i'Y 961 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 951 II CAPACITY USED= 1.25% IMPEDANCE CREATED= .99 DEMAND (LOS =A) 12 LEFT TURNS FROM A (AL) CONFLICTING FLOW BR -BT= 222 CAPACITY 1070 CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 1070 1 CAPACITY USED= .93% IMPEDANCE CREATED= .99 DEMAND (LOS =A) 10 LEFT TURNS FROM D T LLB ; Tom'...,.. ..O_. (DL) CONFLICTING FLOW . 58R+BT- BL- AL= AT±AR +CT =CR= 639 CAPACITY 457 I CRITICAL GAP= 6SEC. IMPEDANCE ADJUSTMENT= 99 ADJUSTED CAPACITY • DEMAND (LOS A) 452 CAPACITY USED ' .55% INPEDaN'CE CREATED- .99 = 7 1 CAPACITY OF SHARED LANES FOR APPROACH D 679 • DEMAND (LOS =A) 19 1 1 .. .RI q.« • . - .- , ...-+.-.1,0••- d%r7 ►a. 7y . t o. • I , .. LOS _ • Level o f Service ; (11/89) : n . • O. major .streets with 4 lanes, . conflicting voluume equals0.7 PCH ; �.e4). '5 : Js t ', i"r* ..� i .4 t •a " } , C i _ L yss t'.a ` �!�!�� -- - - - - --- , . - - • . . , . . . ,. -:: . : : ', . • . . • , . • • - ..,., 1 . ......,. ... . . . : ' ,. , • - • •••••• . ••‘, :' • , .. • - ...-. - • . 2 1. f • • • . • . I • • . • . _ .. ..-... . • • . - 41. 1° • ..: . . I : i . . - - .: " . a - .. -- - • :.• II. . .. . ... . . . . .. ...... • .. j .. . ,,...:...• :, . .:, . 4/ 4 ,..01 . • i .: ::::.,..:. . X I et i n 9 . • , ... • ... . ..' . ii: 4 - 4 ■ NOV . . „: . .. . . •:•,.. I 7 -±. 4- 1 i 1 I -4" .. • . . . I . . .1 • S ite . . 4 t_ . , 1, . . • (-) \ r' . .1 . • 4 -4F- 1 4 -•/-. i 1 7 -t 4- 1 1+ 1 .4%. 1 Ir. 4 i 1 - 2.--0- I 4 . '''.-- , . ; • ••--- — , t_..^ : , -, I _± ,.) 1 9* 1 I --;,' , o . . 1 i I T! - offic Growth • . , . . . . 111 ... .......... ... . .. . . --4" . . 111 . . .. Total 'Traffic • • • 11 W' 99W near McDonald Street Robert , ,.... • • me. bokiii z,D 5 f. fl 4 reesS KEF ASSOCIATES, 1\C. tfrin Pc.-41 Hoi -1-1frurix•ncebss CONSULTING TRAFFIC EN6INEER ITs....A.vics. ST tm/ _C: ovvr , jibi s, g 1225 NW MURRAY BLVD., PORTLAND, OR 97229 (503) 641-6333 II U \SIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street I x D x Driveway Date of Count: Existing - Site x Day of Week: Weekday;Limited Acc; W/ x x Time of Day: AM Peak Hour II _xxx.;xxxxxxx xxxxxxxxxxxx Prevailing Speed: 30 B # of lanes on major street: 2 A APPROACH GRADES: xxxxxxxxxxxxxxxxxxxxxxxxxxxx A 0%:B 0%:D 0` II McDonald Street SHARED LANES: APPROACH D: all I APPROACH >>>>>>> A<<<<<<<>>>>>>> D<<<< << < >> >> > > >C < < << < <<> > > > > > >B <<< < «< MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR VOLUMES 7 412 0 5 0 22 0 0 0 0 216 6 II PCH 8 6 24 RIGHT TURNS FROM D (DR) CONFLICTING FLOW .5BR-BT= 219 CAPACITY 961 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 961 I CAP CAPACITY USED= 2. 5 o IMPEDANCE CREATED= .98 y` DEMAND (LOS =A) 24 "FT TURNS FROM A (AL) CONFLICTTNG FLOW BR-BT- 222 CAPACITY 1070 CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 1070 YI CAPACITY USED= .75% IMPEDANCE CREATED= .99 DEMAND (LOS =A) 8 LEFT =NS FROM D (DL ICTI G FLOW 3 BT B T 1 CT n_ 6 3 CAPACITY 457 5 CO_:. __ .. � \,: � _0�� . 5Li. - - L1 LE=A � AT -�R- .. _ =-C:�- � �8 C_ -...: 1 n IC L GAP- 6SEC. IMPEDANCE TM- .99 r.. ..T �, �,_s �� C �_ EDANCE ADJUS .�_'''r 99 ADJUSTED CAPACITY 452 CAPACITY S 33 IMPEDANCE CREATED .99 DEMAND (LOS =A) II CAPACITY OF SHARED LANES FOR APPROACH D 784 DEMAND (LOS =A) 30 • 1 1 1 1 1�., .:. ........... ..I* ...._..... ... a .. .... .�q ;.... .. . -.. s r . ... ....... n E I . LOS = Level ofeSer'ice (11/89) On major'streets with 4 lanes, conflicting voluume equals0.75 of PCH I UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street I x D x Driveway Date of Count: Total Traffic x x Day of Week: Weekday;Limited Acc; W/ x x Time of Dav: AM Peak Hour I xxxxxxxxxx�Z xxxxxxxxxxxx Prevailing Speed: 30 B # of lanes on major street: 2 A APPROACH GRADES: xxxx:ss tiZNt1ZL�1h1N.1X.N.X. •:x A 0%:B 0%:D 0% II McDonald Street SHARED LANES: APPROACH D: all APPROACH >>>>>>> A<<<<<<<>>>>>>> D<<<<< < < > > > > >>>C < << << << > > > > > > >B< << < << I MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR VOLUMES 7 412 0 5 0 22 0 0 0 0 216 6 II PCH 8 6 24 I RIGHT TURNS FROM D (DR) CONFLICTING FLOW .5BRBT= 219 CAPACITY 961 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 961 CAPACITY USED= 2.5% IMPEDANCE CREATED= .98 DEMAND (LOS =A) ,4 ` EFT TURNS FROM A (AL) CONFLICTING FLOW BR-BT= 222 CAPACITY 1070 1 CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 1070 CAPACITY USED= .75% IMPEDANCE CREATED= .99 DEMAND (LOS =A) 8 • `EFT TURNS FROM D (DL) CONFLICTING FLOW .5BR�BT +BL- AL- AT±-AR= CT -CR= 633 CAPACITY 457 I CRITICAL GAP= 6SEC. IMPEDANCE ADJUSTMENT= .99 ADJUSTED CAPACITY 452 CAPACITY USED 1.33% IMPEDANCE CREATED= .99 DEMAND (LOS =A) 6 I CAPACITY OF SHARED LANES FOR APPROACH D 784 DEMAND (LOS =A) 30 1 1 1 . - 1 K : u 4 ¥' • `.s. • h is 1 d • •,1. -f -.'., • t '... ., I . ;• - LO L of . S e rvice (11/89) °.24,Onma or streets 4 lanes, conflicting voluume a uals0.75 of PCH ;, ), •,, Fes, >:. ,S Y '-c- 4 i „' : • 'el.-: . i i y, 7 , i s: ..i.,_ • . -. . 1 • 1 if- Ziv 1 41 4- 1 -■ .-- . • t 4, 1113-- -- I 4 4' I + NV E xisting 1 9 _ -7--- 1 -.;. 1 • t_ ' Site _ I -- 1 1 4 . " 4 4 . I + NV 1 9' _± 41 1 tr 1 4t..._ Li 11 --+ I 4 1 4 4I — �. I + N I Existing+Site 1 ._1 41 t r 1 ,, 4-- z, . i - 44-T4. LIP Ni Traffic Growth 4 +II"fj • : inr4 :. Z Total Traffic HWY. _near_ McDonald Street Robert 1 1 '7�D0.4.-:.o. 57.4...&-r �ss KCH ASSOCIATES • I \C. /fin, • g - ' e _ "' — 41'" 1TE4 ,fC SS CONSULTING TRAFFIC ENGINEER �', s w/o Go „,,"E,e._ C NW MURRAY BLVD., PORTLAND, OR 97229 (503) 641 -6333 II t: \SIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street II x D x Drivewav Date of Count: Existing - Site x x Dav of Week: Weekday; Limiter; Acc; W/0 x x Time of Day: AM Peak Hour II xXt:xxxx >:xxxx 1 N.X:1:. Prevailing Speed: 30 B # of lanes on major street: 2 A APPROACH GRADES: CV _ :._ ` �.__ 0 I�o. D O. N......-....='s.-a 1��31�_.�:111 -. \�.\ A 0%:B V''O : D 0'D II �' _ L Sty - ee* SHARED AR D L_ \ ES. APPROACH D: all APPROACH >>>>>>> A<<<<<<<>>>>>> D<<<<< << >> >>> > >C<< <<<<< > >>> >>>3<< < < <<< I MOVEMENT AL AT AR DL DT DR CL CT CR BL BT 3R VOLUMES 9 411 0 6 0 1 0 0 0 0 216 6 PCH 10 7 15 1 RIGHT TURNS FROM D (DR) CONFLICTING FLOW .5BR =BT= 219 CAPACITY 961 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 961 I CAPACITY USED= 1.56% IMPEDANCE CREATED= .99 DEMAND (LOS =A) 15 LEFT TURNS FROM A (AL) CONFLICTING FLOW BR-=BT= 222 CAPACITY 1070 1 CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 1070 CAPACITY USED= .93% IMPEDANCE CREATED= ,99 DEMAND (LOS =A) 10 LEFT EL T TURNS FROM D (DL) CONFLICTING FLOW .5BR= BT= BL= _AL AR=CT -CR= 539 CAPACITY 457 1 CRITICAL GAP= 6SEC. IMPEDANCE ADJUSTMENT= .99 ADJUSTED CAPACITY 4 2 C',FACITY t'SED= 1.55% IMPEDA NCE CREATED= .99 DEMAND (LOS =A) 7 II CAPACITY OF SHARED LANES FOR ADPROACH D 707 DEMAND (LOS =A) 22 1 • 1 1 1 ' \ V .... • `, : K . ; X f . l .. y .. .. .. ti �� y '?;LOS y of- Service (11/89) :;. On m 4 lanes, conflicting voluume equals0.75 of PCH • II :.UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street il x D x Driveway Date of Count: Total Traffic x :; Day of Week: Weekday; Limited Acc; W/O x x Time of Day: AM Peak Hour 1 >;��. t;t�;.;>;�; �1:�>,:,�,>,XtX B Prevailing Speed: 30 B # of lanes on major street: 2 A APPROACH GRADES: XXXXX_XXXXXXXXXXXXXXXXXXXX> XX A 0%:B 0%:D 0% II McDonald Street SHARED LANES: APPROACH D: all 1 APPROACH >>>>>>> A<<<<<<<>>>>>>> D<<<<<< <>> > > > > >C< < < < < < < > > >> > > >B << < < <<< MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR 1 VOLUMES 9 411 0 5 0 1 0 0 0 0 215 6 PCH 10 7 15 II _r IG ?_T TURNS FROM D (DR) CONFLICTING FLOW' 5BR -BT _ 219 CAPACITY CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 961 cA7 CTTY USED= 1 .56% IMPvDANC7 f EATER- .99 DEMAND (LOS= A) 1 5 LEFT T 'RNS FROM A (AL) CONFLICTING FLOW BR =BT= 222 CAPACITY 1070 AI CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 1070 CAPACITY USED= .93% IMPEDANCE CREATED= .99 DEMAND (LOS =A) 1C III LEFT TURNS FROM D (DL) CONFLICTING FLOW .5BR-'-ST=BL- •AL- AT--AR CT - CR= 639 CAPACITY 457 II CRITICAL GAP = 5SEC. IMPEDANCE ADJUSTMENT= .99 ADJUSTED CAPACITY 452 CAPACITY USED= 1.55% IMPEDANCE CREATED= .99 DEMAND (LOS =A) 7 II CAPACITY OF SHARED LANES FOR APPROACH D 707 DEMAND (LOS =A) 22 1 1 1 - . w .Mw •1pf'i yybY .(+✓i. a .. . . ..r , ..wu.n� .+� . a.- . . 1 b- N rr > f li t'Ma . ' LOS Level of- Service (11/89) On major streets with 4 conflicting voluume equals0.75 of PCH 111 ' • . , . . . 1 . • • . ±... . • • • • i . - . -. • - .. ..- ..i::. ...... „.....s. . - . ...... +J . 4 7 4 1 -- 1,..rte, , .. .......... ; . 1 / ' • t.L . • . 4 . 1034 . . • • hi . Pf■ • d, -7- i I ---# 4--'.4.4 Ni • .. . 1 4-11'14 . . ....,• • • _ . _. *E x i a ti n GI ..., . 1 . 11. Site ..... t._ 4. ,, 1 11 • . • a 4 i . =el-- L . • os. -iy . t 417 I • * ExIF. 7 'n ÷ S. t '....-. ....../ I . 9 I.+ a .11 1 T!-affic Growth 39 -± 14 t F I . i I A m -40 l • .. •_-.._ Total Traffic .,..., . . 'MARI McDonald Street Robert . . 1 tytc ,rf.ss: KEFCH ASSOCIATES, 1\C. 11 4 Ho 'n_ — Ai° 1 7 - e-es - ss CONSULTING TRAFFIC ENGINEER _ ,. s' cm/ Cov gn, , 1225.1M MURRAY BLVD. PORTLAND, OR 97229 (5031 641-6533 II UNSIGNALIZED INTERSECTION CAPACITY .WORKSHEET McDonald Street Access at McDonald Street I x D x Driveway Date of Count: Existing 1 Site x x Day of Week: Weekday;No Access;W/ x x Time of Day: AM Peak Hour II xxxxxxxxxxxx xxxxxxxxxxxx Prevailing Speed: 30 B # of lanes on major street: 2 A APPROACH GRADES: x�: <xtxxxxxxx�::cxxlxxzxxzxaz�: A 0%:B 0%:D 0% II M..,,,., a lt.: ., �re2 , �} SHARED LA'C'ES: .. V:. APPROACH D: all APPROACH >>>>>>> A<<<<<<<>>>>>>> D<<<<<< < > > > > > > >C < < < < << < > > > > > > >B< << << << MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR VOLUMES ' PCH 39 411 43 0 6 0 39 0 0 0 0 215 6 7 43 1 RIGHT TURNS FROM D (DR) CONFLICTING FLOW .5BR =BT= 219 CAPACITY 961 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 961 II CAPACITY USED= 4.47% IMPEDANCE CREATED= .97 DEMAND (LOS =A) 43 LE FT TURNS FROM A (AL) CONFLICTING FLOW BR-BT= 222 CAPACITY 1070 II CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 1070 C A ^ACI'?�' USED= 4.02% IMPEDANCE CREATED= .97 DEMAND (LOS =A) 33 LEFT TURNS FROM D (DL) ^ CONFLICTING FLOW .5BR- BT-- BL•= AL= AT= AR- CT =CR= 669 CAPACITY 439 1 CRITICAL GAP = 5SEC. IMPEDANCE ADJUSTMENT= .97 ADJUSTED CAPACITY 4`'u CAPACITY USED= 1.64% IMPEDANCE CREATED= .99 DEMAND (LOS =A) 7 1 CAPACITY OF SHARED LANES FOR APPROACH D 817 DEMAND (LOS=A) 50 1 1 II 1. • { IF r,.. ...., .n•. ,•�, ... ,..,.....;> ,h , .. _ _ •..... a .. .. .. "n. ... , I LOS, :;,Leve1 Service (11/89) On major streets with 4 lanes, conflicting'voluume equals0.75 of PCH II UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Stre:..t Access at McDonald Street II N D N Driveway x x Date of Count: Total Traffic Day of Week: Weekday;No Access;W/ Time of Dav: AM Peak Hour • II N NN X NXXXNNNNN XXXXXXXNNXN 3 Prevailing Speed: 30 # of lanes on major street: 2 A APPROACH GRADES: XXXXXXXXXXNNYNNXXNNNXXXNNNNN A 0%:B 0%:D O% McDonald Strt ee 11 SHARED LANES: APPROACH D: all I APPROACH > > > > > >A< < < < < < < > > > > > > >D<<<<<<<>>>> > > >Cc< < <<< <>> > > > > >13: < << < < MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR I VOLUMES 39 411 0 5 0 39 0 0 0 0 216 5 PCH 43 7 43 II RIGHT TURNS FROM D (DR) CONFLICTING FLOW .53R+BT= 2 CAPACITY 961 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 • ADJUSTED CAPACITY OC' JO.1. CAPACITY USED- 4.47% z IMPEDANCE CREATED= .97 DEMAND (LOS=A) in ..) 1 LEFT TURNS FROM A (AL) CONFLICTING FLOW BR4-BT= 222 CAPACITY 1070 .I CRITICAL GAP 4.5SEC. IMPEDANCE ADJUSTMENT= 1 CAPACITY T...TS 4.0' TM="7flVv.Cr= rR .97 ADJUSTED CAPACITY 1070 DEMAND (LOSA) A •^1 -:.....) 7177M TURNS FROM T) (DL) CONFLICTING FLOW .5RRBTr:_.:',:..-AT"ART-'CR- 669 CAPACITY 439 : CRITICAL CAP= GSrC. TMD=DANC'T ADJUSTMENT= .97 ADJUSTED CAPACITY 42; ' CAFACITY i'cIF:y 1.64% TMDEnANCr CREATED= .99 DEMAND (LOS=A) 7 II CAPACITY OF SHARED LANES FOR APPROACH D 817 DEMAND (LOS=A) 50 • 1 1 1 . • - . . . II 1 • • • ::•: ..,4i.; , .. • . . . . II . - • . . . . . . . .._ ..._.. • . • . ! .--,:.' : : . ;`-:: • . I . ... • . • • • ... .t:t.'4 3:\g'::;,;".... -, .. • ... . 1 ist'IR ..;, • .• • -': - . 1 ;Ai.7,-z.li7-6. 4*.w4LOSLevel of Service (11/89 • .• ... . ' • . . ph-4..major streets with 4 lanes ,:-:: conflicting voluume equals0 . 75 of PCH I , . •• ..-•-.. . - - - • • • • . . ■ j i, .. ::. . .,. , J , :::.:44 ;.J.L: . • • _ . ..._______________-- 1 1 1 1zIc6) 1 • I S 4 1 'r r+ • 1 G y 13 --II■ I T . 4-- .... T- - 4P , I E=xisting -4' II 0 -± 4 1 A M+ _ . -7- -+ 11 . 1 Site z , -IR. • 4 Niv 1- • N4V I . q 0 _± mil � z --1 . 1 4_ ! 4ii 4, 4 ,,, . mr : i . -± 4171'14 i Existing b!e 4 t_._ , f, (sue �1� 1 ... 41 1 •Traffic Growth 41 t 1 q._± • HII- -1 e .:.: y Z. k .,.. xr... ---4r = Total Traffic . HWY 99W . near McDonald Street Robert • y`, c: .57-.-,&e-7-- A-�s5 KCH ASSOCIATS I\C1 . ` ��' ? ',_ �- — �O A Cee5s CONSULTING EN • -� 0 sr-,,„„A., wA GoA-IV E.•;1E) 5 71225 NW MURRAY BLVD., PORTLAND, OR 97229 1503) 641-633 II UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street I x D x Driveway Date of Count: Existing - Site x x of Week: Weekday; No Access; W/0 x x Time of Day: AM Peak Hour II :{111ti12iX:iX::~:XXt:l Prevailing Speed: 30 B # of lanes on major street: 2 A APPROACH GRADES: XXXX XXXXXxx XXXXXXxxN\xxxx A 0%:B 0%:D 0% II McDonald Street SHARED LANES: APPROACH D: all I APPROACH >>>>>>> A<<<<<<<>>>>>>> D<<<<< < <> > > >> >>C< << < < < < >> > >> >>B< <<< < << MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR ' VOLUMES 40 411 0 5 0 34 0 0 0 0 215 6 PCH - 7 37 II RIGHT TURNS FROM D (DR) CONFLICTING V - FLOW .53R -3T- BT= 1 9 CAPACITY 961 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 961 _ CREA 11 A (AL) ) COIF LIC'T I` :G FLOW BR -''3T= 222 CAPACITY 1070 CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 1070 CAPACITY' FD- 4.11% IMPEDANCE CREATED= .97 DEMAND ('_OS ) 44 LEFT TURNS FROM D (DL) CONFLICTI' :c FLOW .5BR -BT -L -AL.- AT =AR =CT -CR= 670 CAPACITY 438 i CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= .97 ADJUSTED CAPACITY 425 CAPACITY T`SE - 1.65 °s T`: ^E';' \CE CREATED= .99 DEMAND (''O:'. =) 7 CAPACITY OF SHARED LANES FOR APPROACH D 800 DEMAND (LOS =A) 44 • II 1. 'fir •4 . . -'. _ ry .\ .. .. Il - . .. , j . : .: OS = Level of Service (11/89) :. ' On major streets with 4 lanes, conflicting voluume equals0.75 of PCHC-7 - _ 1 UNSIGNALIZED TNTERSECTTON CAPACITY WORKSHEET McDonald Street Access at McDonald Street • x D x Driveway o :: : x Date of Count: Total Traffic Day of Week: Weekday; No Access; W/O x x Time of Day: AM Peak Hour II XXXXXXXXXXXX .7. B Prevailing Speed: 30 of lanes on major street: 2 A APPROACH GRADES: II A 0 0 0% 2cc:1 . Street SHARED LANES: APPROACH D: all 1 APPROACH >>>>>>A:':<<<>:>>>>>D<:<<<<(>>>>>>>C<<<<<<<>>>>>>>B<<<<<<< MOVPMPNT AL AT AR DL DT DR CL CT CR BL BT BR VOL 6 UMES 40 411 0 0 34 0 0 0 0 216 II 6 PCH 44 7 37 II RTGHT TrRNS FROM D (DR) rrr:FLTCTTNG FLO':; .53R-BT- 219 CAPACITY 961 CRITICAL GAP= 5. IM=' ADJUSTMENT= 1 ADJUSTED CAPACITY 961 CAPY ::: n 3. T rnANrr CREATED .97 = 1 =)% nP= II CTT nrY:AN (TOS=A) 37 T:PT TURNS FROM A (AT) CONFLICTING FTOW BR ST= 22 CAPACITY 1070 II '. CRITICAL GAP= 4.SEr. IMP ADJUSTMENT= 1 CA '-' PACTTY USED 1 .1"% T TNPEnANCP CRPATD= .97 ADJUSTED CAPACITY 1 070 DEMAND (LOS=A) A' .* LEFT TURNS :..:(1`: D !DT) CONFLICTING FL .531 670 CAPACITY 438 • CRITICAL GAP= 6SEC. I:':PEDANCE ADJUSTMENT= .97 AD,1:CTED CAPACITY -3 CAPACTTY vS 1.65-, = r_ r) rnANCr CREATED= .99 n%1AV (LOS A) -\ ',Is- ..) 7 II _ CAPACITY OF SHARED LANES FOR APPROACH D 800 DEMAND (LOS=A) 44 • 1 1 ..r. I. 1 • 1 II , 11 II LOS = Level of Service (11/89) On major streets with 4 lanes, conflicting voluume equals°;75 of PCH i . . . .. . . . . . • r . • 1 . . . ' -:441b. .-.. . • .... : t ' .. .;-• , r : 1 . - ' • • . •..... ••• . • . - . , ••• i .S,341, 1; • 1 ' ; • . 1 • • - • . • . 41 7 r*. A t.. . . /3 .. 3/4 .4 . • , R 4 4.. 4 .11-- _ • 1 /) -±. + I t I+ .,:-. • E X i 5 t in g . , • ,. 1.. -z_-+ . . . I 1 -- 4r • 1 Site 1 . N ,I . ---- Nr . ,....„ . 1 k I A l & - * 7 ....., 1 r, i-gly I !- a f f i c Growth ji_± 447 At r+ ...2.,..... 391-11, 1 ,lin• • i s:., der.„--_ • i 5 • 4'4. ,,...: . , --- i :'A.,k;:. s' - ,... . I ttslik=1 - i Total Traffic 99W near McDonald Street Robert 1 mircti; KEF ASSOCIATES, 1\C. H tin_ —Fe.. /i CQNSULTING TRAFFIC EN , ri.4 ‘ ti.V_r_ gnu* 1225 NW MURRAY BLVD., PORTLAND 97229 1503) 641-63331 I "\SIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street II x D 1 Driveway Date of Count: Existing r Site x Day of Week: Weekday;Full Access;W/ 1 Time of Day: PM Peak Hour II xxxxxxxxxxxx x :«x 1:«x ti Prevailing Speed: 30 B # of lanes on major street: 2 A APPROACH GRADES: XXXXXXxx1XxxxXXXXXXXXXXXXXXX A 0%:B 0%:D 0% I McDonald Street SHARED LANES: APPROACH D: all A??ROACH >>>>>>> A<<<<<<<>>>>>>> D<<<<<< < > > >> >>>C < << < < <<> > > > > > >B<< < << << MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR II VOLUMES 11 394 0 8 0 21 0 0 0 0 494 13 PCH 12 9 23 I RIGHT TURNS FRO . _ D (DR) ` RIGHT CONFLICTING LO', .5BR-BT= -BT= 50C 5 CAPACITY 705 CRITICAL GAP - 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 705 II yF. CAP= _CI�'Y USED= 3.26. IMPEDANCE CREATED= .98 DEMAND (LOS =A) 23 LEFT FROM A (AL) ^ CONFLICTING FLOW BR-BT= 507 CAPACITY 804 CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 804 II CAPACITY USED= 1.49% IMPEDANCE CREATED= .99 DEMAND (LOS =A) 12 LEFT TURNS FROM D (DL) CONFLICTING FLOW .531 =BT =BL"-AL ATTAR= CT--"CR= 905.5 CAPACITY 318 CRITICAL GAP= 6SEC. IMPEDANCE ADJUSTMENT= .99 ADJUSTED CAPACITY 315 CAPACITY USED= 2.86° IMPEDANCE CREATED= .98 DEMAND (LOS =B) 9 II CAPACITY OF SHARED LANES FOR APPROACH D 523 DEMAND (LOS =A) 32 II II 1 .. 4r; -- --:-.; ' . I ;LOS•= Level o Se (11/89) • A•-�-,- On major streets, with 4 lanes, conflicting voluume equa of PCH 1 . ' I UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street II :; D :; Driveway Date of Count: Total Traffic x x Day of Week: Weekday; Full Access; W'/ x x Time of Day: PM Peak Hour II XXXXXXXXXXXX XXXXXNXXXXXX Prevailing Speed: 30 B # of lanes on major street: 2 A APPROACH GRADES: XXXXXXXXXXXXXXXXXXXXXXXXXXXX A 0%:B 0%:D 0% II McDonald Street SHARED LANES: APPROACH D: all APPROACH >>>>>>> A<<<<<<<>>>>>>> D<<<<<< <>> > > > > >C << < < < < <> >> > > > >B < < < < < << MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR I VOLUMES 11 394 0 8 0 21 0 0 0 0 494 13 PCH 12 9 23 II RIGHT TURNS FROM D (DR) CONFLICTING FLOW . 5BR =B='= 500.5 CAPACITY 705 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 705 I LEFT USED= 3.26% IMPEDANCE CREATED= .98 DEMAND (LOS =A) 23 FT TURNS FROM A (AL) CONFLICTING FLOW BR-BT= 507 CAPACITY 804 CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 804 ^' CAPACITY USED= 1.49% I` PEDANCE CREATED= .99 DEMAND ;LOS= 1) 12 LEFT TURNS FROM D (DL) FLOW 5.l t T \ n /'gym _ 9 �0r_ 5 CAPACITY 313 v0� T I 4T` \�.J �_:O Yti .. .�T:��T- ��.- �i.:- �T :11 \ -l.a 1... _�l .i.J -... __ ' CRITIC?_ GA 6SEC. IMPEDANCE ADJUSTMENT= .9'3 ADJUS CAPACITY 3 CAPACITY USED= 2.86% IMPEDANCE CREATED= .98 DEMAND (LOS -E) 9 II CAPACITY OF SHARED LANES FOR APPROACH D 523 DEMAND (LOS =A) 32 • II II iFei6101 • : , ate«+ I ,,, - l it ` " 4 4> �'- + -r.:- ;1,,,,,g„,„.,,,,,--.,..4.4•„-. OL of Service (11/89) -- 3: • 4 Onm { ajor- streets = .with' .4 lanes voluume equals0.75 of PCH :.. {� 0 ' t. ].^x•17: -:.1, ✓ "- ' : : :: - _;�•,, :J T y� Y 1 . . . S • t.-- ..- .. „: , . : . ,• . • . . -.-,- . 41 1H 5 ....":6 1 . ...,:).•-i 4 4- I 4 -,W . .,... . . _± tI `• •• Alt_ ' 1 I . . 73 .... . . N �_� 1 : - '�'� Existin . 4 - ..... . • - 2. --+ � t---- rl 1 Sit y 95 — t • 4 NIP' 4 lf- ,, 10 r-' 3 5 9 - 4 4-.0- Lo. Nsir . 1 t 41-it ro. . Ex °sI ca 4 1÷ II r ®— y9 i T : a f : i.c Growth io 4 1 - 1tro . : 1 3 gy___J, , . • r .:...... - ... . .. . . �_..... _ • • . •\•. `` •- Total . Traffic • :1'.'• • , . 114Wr.::99Cnear McDonald Street Robert ' ; .�•I . c DUl � ess . KCH ASSOCIATES INC. • 1 �M &fiK GNit- -- F A -a `s- s5 CONSULTING TRAFF..IC.; ENG E-'i-VI L' p Srf-nca w/o 40 1225 NW MURRAY BLVD. PORTLAND; OR . 97229 )503) 641 -6333 1 U\SIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street I x D N Driveway x x Date of Count: Existing _ Site Day of Week: Weekday;Full Access;W /0 x x Time of Day: PM Pea:: Hour II x.;x.;.;_;xx_;xx Xx:;N::Nxx:,xxx B Prevailing Speed: 30 # of lanes on major street: 2 A APPROACH GRADES: xxX::X xx..:,xxxx_x_. A 0 0% : D 0 II McDonald Street SHARED LANES: APPROACH D: all 1 APPROACH >>>>>> A<<<<<(<>>>>>>> D<<<<< < < > > > > > > >C < < << << < > >> > >> >B<< < < <<< MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR VOLUMES 10 394 0 7 0 19 0 0 0 0 495 11 I PCH 11 8 21 1 RIGHT TURNS FROM D (DR) CONFLICTING FLOW .56R -BT= 500.5 CAPACITY 705 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 705 I CAPACITY USED= 2.98 IMPEDANCE CREATED= .38 DEMAND (LOS =A) 21. LEFT TURNS FROM A (AL) CONFLICTING FLOW BR -3T= 506 CAPACITY 805 CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 805 II CAPACITY USED= 1.37% IMPEDANCE CREATED= 99 DEMAND (LOS =A) 11 LEFT TURNS FROM D (DL) CONFLICTING FLOW . 5BR -3 T- B'_- AL- AT =AR =CT =CR- 904.5 CAPACITY 118 II CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= .99 ADJUSTED CAPACITY 315 CA CAPACITY USED- 1 54'o IMPEDANCE CREATED .98 DEMAND �i �' -.p) 8 S _1 _ - 2 4% IM `: i.'_... 8 DEM S 1 CAPACITY OF SHARED LANES FOR APPROACH D 526 DEMAND (LOS =A) 29 • 1 1 I 1 . J v �: ,_ t4 . . . .... - . i • t - t'4 r 'S( t 'CYi i , I ,: 4 '. LOS = Level of Service (11/89)2 - V On' major streets with 4 lanes, `conflicting voluume equals0.75 of PCH .... U`SIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street II x D x Driveway Date of Count: Total Traffic x Day of Week: Weekday; Full Access ; W =/0 x x Time of Day: FM Peak Hour • II .;,;>;ti_ t:tXX: X x >,x_,_,%1xx.x_� Prevailing Speed: 30 B # of lanes on major street: 2 A APPROACH GRADES: XXXXXXxtl:NxXXXXXXxxxXxxxtxxx A 0%:13 0%:D 0% II McDonald Street SHARED LANES: APPROACH D: all APPROACH >>>>>>> A<<<<<<<>>>>> D<<<<< < <> > > >>>>C < < < < << <> > > > > > >B< < < << << MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR VOLUMES 10 394 0 7 0 19 0 0 0 0 495 11 PCH 11 8 21 I RIGHT TURNS FROM D (DR) rte♦ T : O FLOW 3 3 T = CONFLICT: NO _.�� .5�.. -�, 500. 5 CAPACITY 705 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 705 U -- CAPACITY USED 2.95 IMPEDANCE CREATED= .9S DEMAND (::OS =A) 21 TURNS FROM A (AL) CONFT.ICTTNG FLOW BR -BT= 506 CAPACITY 805 II CRITICAL GAP= -,.5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 805 CAPACITY SED- 1.37 IMPEDANCE CREATED= .99 DEMAND (LOS =A) 1 . LEFT TURNS FROM D (DL) C O`: LIC?'1>;C. FLOW 4 .53R BT -BL -AL -AT A T CTCR= 904.5 CAPACITY :.,15 U CRITICAL GAT= 1 6SEC. IMPEDANCE ADJUSTMENT= .99 ADJUSTED CAPACITY CAPACITY P * _ 2.54% IMPEDANCE CREATED= .98 DEMAND ( LOS =?) 8 II CAPACITY OF SHARED LANES FOR APPROACH D 526 DEMAND (LOS =A) 29 • 1 1 II • 1 . S 0. .4 ' . A .."ra7A` Y' 1 -i , t »- .a. ..�.y.- .o... .. .. t77.7-. II . �I;OS JJevel•. of Service_ (11/89) .' -'On major streets with:4.lanes, conflicting voluume equals0.75 of PCH .�.� rt ,ate }.4. e.. . . .,..-: - • . . . . .. . . , . . . . . . . . .. • - • - . .i . • . . - .. . . . .... . .... • . . • . . ... . : .. • s . . .• „ •,,,I.:: : , • • . . . • '...: :. . . .: , • --. • - . . • . • ::14—. $7121* . • ., :,::: • . . , .. • .. • . 1 . •... .. - • . . - . :•••?i? ;i.-.. - •± Nir 1 4 41 • • • . . .. . ..;...,,,, ..:..- .. I .. ." . 1 . . . . . . ..... . . .. . 13 •:- ::.,... . . . .. . .. . .. ., L.i. •r 6z • 4___ ,_ - . 7 •:. ,..----.• . . III .• • . . I ':' 4-4- 4 1V . • .....• .. . . . xi5ting • .: •• ,...r.• .. . .. 'E • . 1 . l. I • ..... -,... 4 . . . . • -. 4r .. . • 1 . . . 1./. 1 i . . • •-• - el te 4 .11 . 4 L IP 1 1 • O 1 L.. . . L [---- • ---- 4Er . „yr Exiite 1 i 4 + 1 , . --- 4r . f q 6„ 41— illY • • . in 1 71 a T fIc Growth - n -± 4141 11 . - . 1/4—to ::::...,:. . • . • • i 1. . . I . . . . . .--;• . . . __ ..... . , . \ . 1 •. . it .:. ' . , - . • Total Traffic • • • • 1::.:•- 1111W-I 99W .near ,:.McDonald Street Robert • . Kr ASSOCIATES„ INC. l ir .P..41. Ha °PL "- 4/6/.1. il CONSULTING TRAFFIC EN I : r.„4 vi s t...•/ c g rDA* 1225 NW MURRAY BLVD PORTLAND OR 97229 (503) 641-63331 II UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street x D x Driveway Date of Count: Existing ._ Site x x Day of Week: Weekday;Limited Acc;W/ x x Time of Day: PM Peak Hour .;.;1�;�;:;>;?«x�:_� XXXXXX Prevailing Speed: 30 I B # of lanes on major street: 2 A APPROACH GRADES: X1 10, N%M.. `00..%XXX. XXXXXXX A 0%:B 0%:D 0% I McDonald Street SHARED LANES: APPROACH D: all APPROACH > > > > > >>A «<<<< < > >>>>>>D< << <<<< > > >> > >>C <<< <«< » » > > >B< <<<<<< 1 MOVEMENT AL AT AR DL DT DR CL CT CR BL BT ER VOLUMES 11 394 0 8 0 33 0 0 0 0 494 13 ' PCH 12 9 36 I RIGHT TURNS FROM D (DR) CONFLICTING FLOW 5BR -B?' 500.5 CAPACITY 705 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 705 I LEFT TURNS FROM A (AL) CONFLICTING FLOW BR -BT= 507 CAPACITY 804 CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= ADJUSTED CAPACITY 804 I C' PACITY USED 1.49% IMPEDANCE CREATED= .99 DEMAND (LOS= A) 1 LEFT TURNS FROM D (DL) CONFLICTING FLOW .5BR +BT- BL-=AL=AT- AR_CT =CR= 905.5 CAPACITY 318 I CRITICAL GAP= 6SEC. IMPEDANCE ADJUSTMENT= .99 ADJUSTED CAPACITY 315 CA ?'.CITl' USED= 2.86 °; I` PED NCE E T CRED= .98 DEMAND (.LOS =E) 315 I CAPACITY OF SHARED LANES FOR APPROACH D 565 DEMAND (LOS =A) 45 1 1 1 II 1� i �444474442.A;.444;‘-;;;' N'+ ..4e• {a�,�,; ., ... .. .. ' .- - .nn.K , .... . a 1 0 1 k O ,L �r Ser vi ce (11/89) O n, major s = with' 4 lanes, conflicting voluume equals0.75 of PCH r { t . 1 I UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street I :: D x Driveway Date of Count: Total Traffic Dav of Week: [Weekday; Limited Acc;W/ x x Time of Day: PM Peak Hour I : ;1 ;. ;1Z: :11>: ;t.�.>. >,1tiXXti1 B Prevailing Speed: 30 # of lanes on major street: 2 A APPROACH GRADES: _.x_ :`::: ?:°:X1tXXXXXXXX XX XXXXXX A 0%:8 0%:D 0% I a Mco ald Street SHARED LANES: APPROACH D: all I APPROACH > > > > > >>A < < < <<< < >> >>>>>D<<< < << <> > >>> >>C< < <<< < < >> > > >> >B < < « «< MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR I VOLUMES 11 394 0 8 0 33 0 0 0 0 494 13 PCH 12 9 36 I RIGHT TURNS FROM D (DR) CONFLICTING FLOW .58R+ -BT= 500.5 CAPACITY 705 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 705 I CAPACITY USED= 5.11% IMPEDANCE CREATED= .96 DEMAND (LOS =A) 6 LEFT TURN S FROM A (AL ) CONFLICTING FLOW BR-1-BT= 507 CAPACITY 804 CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 804 I CAPACITY USED= 1.49% IMPEDANCE CREATED= .99 DEMAND (LOS =A) 12 T. TURNS FROM D (DL) CONFLICTING FLOW .51.1R±BT= BL-AL4-AT- AR- CT -CR= 905.5 CAPACITY 318 I CRITICAL GAP= 6SEC. IMPEDANCE ADJUSTMENT= .99 ADJUSTED CAPACITY 315 CAPACITY USED= 2.86% IMPEDANCE CREATED= .98 DEMAND (LOS =B) I CAPACITY OF SHARED LANES FOR APPROACH D 565 DEMAND (LOS =A) 45 1 ' 1 II t '. > = sAVr ,. vc;a . G +.mss '•'"_v. r , .. _.. .. ..... _ - ..�..- :� ::.. ,,., ,.nr�,. -... ,., t . ,_ • r a,rrr , ` rat .- ,' :: Yy . I FM -" 7 ,. " w. `e d t.^'4.1Y VTi ,: • 40 LOS, on: .Level o•�Ser,yice. (11/89) major streetsiwth 4 lanes, conflicting voluume equals0.75 • of PCH 1 PliZtV:;;,:::ii•',074•',,i,..A.ts �. . ��. -I ti �,� :SZ:';• : i ::• t Z� ? :. . • I . . . • 4P-4,-4 vq • . -± 4 1 -161-* . • . II • . , I ■-'741.4 -.V . ._ xi5ting 1 ' _± 4 /0 _... . . I --7_-- I Site M 111 III 1 # ! 14 39y -0 • V — r— lir 1 • 4-- Nir DO Nir . • al 4 17 I F-' - Ex:atinc I -- r ril I" 41FLI9V Traffic Growth 1 I . 319-4 ....... ....., ... : " ....: • 1 t.;:•::".;:z"': . --;'..t.:•:-.:::%'.4t-::Iir-6',...! , . Total Traffic t 1 0 ‘r McDonald Street Robert 1 3.4„:. . ear .244.;-ze KEECH :ASSOCIATES, INC.. o'vtl.-Litiris.0 AC6° CONSULTING TRAFFIC EN(5INEER , "if° e-ovefr.)1t4dex- 'mak 1225 NW MURRAY BLVD., PORTLAND OR 97229 (503) 6416353 1 UNSIGNAL.IZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street I x D x Driveway x x Date of Count: Existing Site Day of Week: Weekday;Limited Acc ;W/O x x Time of Day: PM Peak Hour I xxxxxxxxxXxx xxtixxxlxxxxx 3 Prevailing Speed: 30 $$ of lanes on major street: 2 A APPROACH GRADES: .:xx:: :. - X: X X• X__ 0%:3 0 o. I McDonaldStreet SHARED LANES: APPROACH D: all 1 APPROACH >>>>>>> A<<<<<<<>>>>>>> D<<<<< < <>>>>; > >C<< < < < < < > > >>> > >B << <<<<< MOVEMENT AL AT AR DE DT DR CL CT CR BL BT BR 1 VOLUMES 10 394 0 7 0 30 0 0 0 0 495 11 PCH 11 8 33 1 RIGHT TURNS FROM D (DR) CONFLICTING FLOW .5ERLBT= 500.5 CAPACITY 705 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 705 I CAPACITY USED= 4.68% IMPEDANCE CREATED= .97 LEFT DEMAND (LOS =A) 33 l 3 EFT TURNS FROM A (AL) CONFLICTING FLOW BR -BT= 506 CAPACITY 805 CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 805 i CAPACITY USED= 1.37% I`1P_EDANCE CREATED= .99 DEMAND (LOS =A) 11 . LEFT TURNS FROM D (DL) CONFLICTING FLOW 53R-BT= BL- AL= AT =AR =CI =CR= 904.5 CAPACITY .)13 : 1 CRITICAL GAP= 6SEC. IMPEDANCE ADJUSTMENT= .99 ADJUSTED CAPACITY " CAPACITY USED= 2.54 °s IMPEDANCE CREATED= .98 DEMAND (LOS =B) 8 1 CAPACITY OF SHARED LANES FOR APPROACH D 568 DEMAND (LOS = A) • A . 1 1 1 1 • I _ %• • 1 LOS S .,. Levi 1 � , o Service (11/89) '.ht `.�On_,- maj w 4 lanes, conflicting voluume equals0.75 of PCH , '1,: , ' , ::.- - . ..,,. . e ms ..?... �� . iY - I UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street I N D x Driveway Date of Count: Total Traffic x Day of Week: Weekday;Limited Acc;W /0 x x Time of Day: PM Peak Hour I x.xa.%s B Prevailing Speed: 30 * of lanes on major street: 2 A APPROACH GRADES: XXXXX XXXXXXNXXXXxxxx: xxxxZ1 A 0%:B 0%:D 0% McDonald Street II SHARED LANES: APPROACH D: all 1 APPROACH >>>>>>> A<<<<<<<>>>>>>> D<<<<<< < > >> > >> >C << < << << > > > >> > >3 << < < < << MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR 1 VOLUMES 10 394 0 7 0 30 0 0 0 0 495 11 PCH 11 8 33 I RIGHT TURNS FROM D (DR) CONFLICTING FLOW .5BR -HT— 500.5 CAPACITY 705 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 705 II LEFT USED= 4.58% IMPEDANCE CREATED= .97 DEMAND (LOS =A) 33 E TURNS FROM A (AL) CONFLICTING FLOW BR -BT= 506 CAPACITY 805 CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 805 CAPACITY USED= _ . 37 IMPEDANCE CREATED= .99 DEMAND " "__. 11 LEFT ? I`� AT D= y� DE AND (LOS =A) EFT T URN S FROM D (DL) CONFLICTING FLOW .5BR-3. SL -_.L A`. \R- CT -CR= 904.5 CAPACITY 31S 1 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= .99 ADJUSTED CAPACITY 315 CAPACITY USED= 2.54 IMPEDANCE CREATED= .98 DEMAND (LOS B) 8 1 CAPACITY OF SHARED LANES FOR APPROACH D 568 DEMAND (LOS =A) 41 1 1 1 I - IF , . . °. Kai : , r , t.„,, ,. °.' • , . • - -.. ir . . >;,, Y� I ,,,,,,,.... ti L 'e vel- of Service (11/89). ti O streets with 4 lanes, conflicting voluume equals0.75 of PCH 1 ... . ..... . .. . • •t__. .. ... ••.--.) ., • . . l'i • .'. • 4 4. I- ■ • . i . • I . • .. , . . 1 -► I: �, - --$ 3 ---4r • . • • - �' -L--► � Existin I.. s-ip___t +It 1 . g I. $.4 - .1 -4PP. .. . • I t y ■ • Site /13 1 44 mi I . , 4-- -.---..- -4- 1- 4* * . . . • -- 4r . . 1 I ®-9 - 1 4 .b- --® T : a.. lc Growth ,4-1t(+ . I - • • . .310.,-* • . . . . • . . , . . • --;. : ,, _.; . _ • . . • • . 1 �4: ::: Total Traffic " 1— Y. near McDonald Street �o r't P .' _ m INC w! ..,�,�.� :Nn�� —�o h s CONSULTING TRAFFIC ENGINEER • V A J ' sue_ ,, ,c _ • IN/ _ cod) yr4�rryvc. SraaE 1225 N' MURRAY PORTLAND OR 97229 1503) 641-6333 II ..NSIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at. McDonald Street 11 x D x Driveway Date of Count: Existing _ Site x x Day of Week: Weekday; No Access; W'/ x x Time of Day: PM Peak Hour XXXXXXXXXX :; XNXXXXXXXXXN Prevailing Speed: 30 1 B # of lanes on major street: 2 A APPROACH GRADES: x._xxxXXX X_:::XNXxXXXXXXXXNXXXXX A 0%:B 0%:D 0% II McDonald Street SHARED LANES: APPROACH D: all i APPROACH >>>>>>> A<<<<<<<>>>>>>> D<<<<<< < > >> >>>>C < < < < << < > > > > > >>B<< < << << MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR VOLUMES 56 388 0 14 0 56 0 0 0 0 493 14 i PCH 62 15 62 . 11 RIGHT TURNS FROM D (DR) - n FT T, TIN^ 770W 5B -BT 500 CAPACITY 705 CRITICAL GAP= SSEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 705 11 CA PACITY USED= 3.79 o IMPEDANCE CREATED= .94 LEFT DEMAND (LOS -A) J2 'EFT TURNS FROM A (AL) CONFLICTING FLOW 5R -3T= 507 CAPACITY 804 ovs CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 804 II CAPACITY USED - . 7.71", IMPEDANCE CREATED= .95 DEMAND (LOS =A) 52 LEFT TURNS FROM D (DL) CONFLICTING FLOW .58R -3T -BL AL-A_- AR- CT -CR= 944 CAPACITY 300 CRITICAL GAP= 6SEC. IMPEDANCE ADJUSTMENT= .95 ADJUSTED CAPACITY 285 CAPACITY USED= 5.25% IMPEDANC CREATED= .95 DEMAND (LOS =C) 15 II CAPACITY OF SHARED LANES FOR APPROACH D 548 DEMAND (LOS =A) 77 !r . _ .... . It • . :; . 1 Ir*KtOqiCkM.4.t..= ::4.;. .. . .. ... • . .. rem•'.•.. ... . . 1:1. '. ...: : .;. 764.?: IrO .!74:4 ..,. , '. . % - • .,�, ?� .+Level of S (11/89) . , : :- ;,, with 4 lanes, conflicting voluume equals0.75 of PCH. I/ UNSIGNALIZED I \'TERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street :: D x Driveway Date of Count: Total Traffic x x Day of Week: Weekday;No Access;W/ x x Time of Day: PM Peak Hour II Xxxxxxxxxxxx xxxxxxxxxxxx Prevailing Speed: 30 B # of lanes on major street: 2 A APPROACH GRADES: xxxxxxxxxxxxxxxx xxxx_ :xxxxxxx A 0%:B 0%:D 0% I McDonald Street < RED LANES: APPROACH D: all APPROACH > >> >> » A<<< < << < > > > > >>>D< < << < < < > >>>>> >C< < <<< « >>> > >> >B << « <<< 1 MOVEMENT AL AT AR DL' DT DR CL CT CR BL BT BR 1 VOLUMES 56 388 0 14 0 56 0 0 0 0 493 14 PC 62 15 62 II RIGHT TURNS FROM D (DR) __ _. COYFL'ICTING FLOW .53R-BT- 500 CAPACITY CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 705 -- - TURNS USED= 8. IMPEDANCE ?_ATE L FT TURNS FROM A (AL) CONFLICTING FLOW BR-ST- 507 CAPACITY 304 CRTTTCAT GAP= 4 ` "E'" IMPEDANCE ADJ: STMENT= 1 ADJUSTED CAPACITY 3" _ CA CI J -v - 0 C. ^- .'�'�T?Y USED= 7 ?� T�1= 'EDAtiCE CREATED- .95 DEMAND (LOS=A) 6n LEFT TURNS FROM D (D_) CONFLICTING FLOW . 5BR . 3T-BL-AL-AT-AR-CT-CR- 944 CAPACITY . n 0 1 CRITICAL GAP= 6SEC. I MPEDANCE ADJUSTMENT= .95 ADJUSTED CAPACITY 285 CAPACITY USED= 5.6".„ IMPEDANCE CREATED- .96 DEMAND (LOS=C) CAPACITY OF SHARED LANES FOR APPROACH D 548 DEMAND (LOS =A) 77 1 1 1 _ I 111 - T ; :'!`“L . },_ '` �; •_y tl':rz .--. � ..• ki' � , -, 1 Service (11/89) , , . Y'� uTrf J,,y:+ - ice.. 0' # ` jor s trreets w 4 lanes, conflicting voluume equals0.75 of PCH * I i! I Z s �. • I 1 in :. • • • . . • .. 44 5 . . A t_ I • • 41"fir 4fr. ■i . • . I At_ � 31c. -- �_ -L, -4' • 1 4 - .�.� -► `� Exisfi 9 • 1 Site .-. 4 t.._ , , 1 l„ 4-- :-/ ? 5" 41, j, Li* a • 1 A. 1 .--- 5-t.) ._....i : sq 1 A t k 1_ 1 ►-- 4 4 7 ®4 . I I ri _1 S 1. 4 . 1 A. ---4r 1 1,__ .■ 'J .. - 44- 4.--t ■;- . Traffic . is Grow, h so_, 41 At'T14' I 39 - ` ,..- r.t:�: „F".':',51:'!:-. .. - Total Traffic McDonald Street= Robert . y I V Y -. :: W near • . , ':fi. KftH .. ASSOCIATES • - �M p6 o” — .0o cE-ss . CONSULTING TRAFFIC IN � � � � ILTING TRA ' F ., = .yj C � y w/p Co4vJ fltN« 5 7a►ZE 1225 NW MURRAY BLVD PORTLAND, OR 97229 (503) 641-6533 I/ UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street II x D x Driveway Date of Count: Existing + Site N X Day of Week: Weekday;No Access;W/0 x x Time of Day: PM Peak Hour II xxxxxxxxxxxx XXXXXXXXXXXX E Prevailing Speed: 30 # of lanes on major street: 2 A APPROACH GRADES: il XXXXXXXXXXXXXXXXXXXXXXXXXXXN McDonald Street A 0%:B 0%:D 0% SHARED LANES: APPROACH D: all II APPROACH >>»)»A««<:<>>>>»D«««<>>>>>»C«««<>>>>>»B«««: MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR I VOLUMES 50 0 0 0 0 PCH 394 55 7 8 54 59 0 0 495 11 I RIGHT TURNS FROM D (DR) CONFLICTING FLOW .55R-BT- 500.5 CAPACITY 705 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 705 CAPACITY USED= 8.37 IMPEDANCE CREATED= .94 DEMAND (LOS=A) 59 II LEFT TURNS FROM A (AL) CONFLICTING FLOW BR-BT= 506 CAPACITY 805 CRITICAL GAP= 4.5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 805 II CAPACITY USED= 6.83% IMPEDANCE CREATED= .95 DEMAND (LOS=A) 55 LEFT TURNS FROM D (DL) CONFLICTING FLOW .5BR-BT-BL-AL-AT-AR-CT 944.5 CAPACITY 300 CRITICAL GAP= 6SEC. IMPEDANCE ADJUSTMENT= .95 ADJUSTED CAPACITY 285 I CAPACITY USED 2.81% IMPEDANCE CREATED= .98 DEXAND (LOS=C) 0 .., 11 CAPACITY OF SHARED LANES FOR APPROACH D 600 DEMAND (LOS=A) 67 I II - II II . ' - .,PT 11' ' !Pr 4 - ,2 •`. i•S'% t} , • - 11/ . . . . ....,-,.. ....J I/ '... - ' 7 .‘` \ . . . , . qnkfiW.t.' • ^. . . • P TiLf ' - . IF *ff 4. 1 ,..,:.-:+1,; ' ., ' • - f , :-3•" ' • . 4,441 Leyel of Service (11/89) . . . -: with 4 lanes, conflicting voluume equals0.75 of PCH 11 UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET McDonald Street Access at McDonald Street x D x Driveway Date of Count: Total Traffic Z Day of Week: Weekday;No Access;W /0 :: ., Time of Day: PM Peak Hoer I xxxxxYxXxXXY 11xNxxxtxxxX Prevailing Speed: 30 B # of lanes on major street: 2 A APPROACH GRADES: 1:: ZSNX: 1_l"jiXXXXXNlXX XNXXXXXX A 0%:8 O a: D 0% McDonald Street II SHARED LANES: APPROACH D: all II APPROACH > > > > > > >A<< <<<<< > >>>> >>D< « <<<( > > > > >> >C <<< < < < >> > > > > >B <<< << << MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR II VOLUMES 50 394 0 7 0 54 0 0 0 0 495 11 PCH 55 8 59 1 RIGHT TURNS FROM D (DR) CONFLICTING FLOW .5BR =BT= 500.5 CAPACITY 705 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= ? ADJUSTED CAPACITY 705 II CAPACITY USED 8.37% IMPEDANCE CREATED= .94 DEMAND (LOS =A) 59 LEFT TURNS FROM A (AL) CONFLICTING FLOW BR -BT= 505 CAPACITY 805 II CRITICAL GA ?= ; .5SEC . IMPEDANCE ADJUSTMENT= 1 ADJUSTED C ? ?AC 805 CAP CITY U ED x.83°0 11PEDA \CE CREATED= 95 DEMAND (LO:; = =A) 55 LEFT TURNS FROM D (DL) CONFLICTING __OW .5 J';'_.BL_AL +AT__AR- CT-CR_ 9 CAPACITY 300 JV�.' I CRITICAL GAP= 6S EC. r ENT= 95 ADJ S E CAP C' 28 5 S_C ED_ NCE ADJUST - • CAPACITY "'`_ 2.31% I`.' '=DANCE CREATED- .9S DE`1 1�'D (LOS =C) 8 1 CAPACITY OF SHARED LANES FOR APPROACH D 600 DEMAND (LOS =A) 67 • 1 1 It • IF ' * . i,:14 - s'i;., ar,! : Level of -' Service. - (11/89).: .:.:...�;;;..- . . . • •;' . ',:'' on* major streets .with 4 lanes`,, conflicting voluume• equals0.75 of PCH 1 I . At_ I -to' oz los N 4- a 41 47 I + 1 -4 Z 1 s 0> 6 1 -4' I 1 4-' 4-1-■ -4- '7 111 _1' 4 i - Existing . II i Site it 11 4 1 i . 4 4. 1 4 •qi __t k„ N v -... V% i 1-, ■ . • ,_-_.• 'Vr A Nir L-0- i Nor . ,_. ...., Alk 4- 41' 7-0$ . . -10 1 A l k ■. 0 i — icr ._ 44 -47 Traffic Growth _± 44- . . ■.,. c■ r• : . , • . .. , . -47 . . 5 I :t, , ' Total Traffic • , :, ; :,..... . 99W near McDonald Street Robert ASSOCIATES„ 1\C. Ho v i- - — Fug-i- ItacEss CONSULTING TRAFFIC EN :.?' 1 e 4- S 40) 141 Ce.4 0 /E Nvi MURRAY EsLvD. pORTLial■ID 0P, 97229 (503) 641-6333 — _ I XSIGNALIZED INTERSECTION CAPACITY WORKSHEET Highway 99 Access at Highway 99 I Date of Count: Existing - Site Day of Week: Weekday, : X11 Access , W / Time of Day: AM Peak Hour I :: :i_isiSl_i_iXsi}iXt :Z`:ll X XXXXXX Prevailing Speed: 40 B * of lanes on major street: 4 A APPROACH GRADES: 1 0% - ._ ._,...,_�Z..ZL_. .:1.i.: }�<�t A O o: B 0. : C 0 -S I Highway 99 x x SHARED LANES: x x APPROACH C: all x C x Driveway II APPROACH >>>>>>> A<<<<<•:<>>>>>>> D<<<<<< < >>> > >>>C << < < <<<> > > > >>>B < < < < < << MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR II VOLUMES 0 1565 17 0 0 0 7 0 18 15 780 0 PCH 8 20 17 I RIGHT TURNS FROM C (CR) COY FLICTING FLOW . 5AR =AT= 1180 . 125 CAPACITY 318 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 318 II CAPACITY USED= 6.29% IMPEDANCE CREATED= .96 DEMAND (LOS =C) 20 LEFT TURNS S FROM 3 (BL) CONFLICTING FLOW AR -AT= 1186.5 CAPACITY 315 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 315 CAFAC_TTI' USED= 5. =_' o IM ?EDANCE C REATED= .96 DEMAND (LOS =C) 17 I/ LE FT ._ S FROM C (CL) CONFLICTING FLOW .5AR= AT.-AL1BL=BT= BR_DT_DR= 1780.ICAPACITY 74 I :? C__ yc_,_ ,.A_= C '.5SEC. - INPDANC:.. .95 ADJUSTED CAPACT -TY 71 .'.1 :i. •SED 27 V T \�_�`•.D A\:CE C REATED 92 D (LOS=E) E) 0 CAPACITY OF SHARED LANES FOR APPROACH C 159 DEMAND (LOS =D) 28 II II = - I• _ - I • . • s IH ..,. v v 89 LOS Level of Ser ice ) On major streetswith 4 lanes, conflicting voluume equals0.75 of PCH II • II UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET Highway 99 Access at Highway 99 II Date of Count: Total Traffic Day of Week: Weei:day;Full Access;W/ Time of Day: AM Peak Hour II xXXXlXX1. �.._s.e_� .: :.X X1?i Prevailing Speed: 40 ° , -#r of lanes on major street: 4 A APPROACH GRADES: tixstxxsxxz. - :>: >.Na N... XXXt %N A 0%:B 0 : C 0% II Highway 99 x N SHARED LANES: APPROACH C: all :; C x Driveway II APPROACH > >>> > > >A<<<<< < <> > > > > >>D< << << < < >>> > > >>C<<<<< < < > > >> > >>8 < << <<<< MOVEMENT AL AT AR DL DT DR CL CT CR BL• BT BR II VOLUMES 0 1565 17 0 0 0 7 0 18 15 780 0 PCH 8 20 17 II RIGHT TURNS FROM C (CR) CONFLICTING FLOW .5AR-AT= 1180.125 CAPACITY 318 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 318 CAPACITY USED= 6.29% IMPEDANCE CREATED= .96 DEMAND (LOS =C) 20 LEFT TURNS FROM 5 (BL) 1 CONFLICTING FLOW AR -AT= 1186.5 CAPACITY 3 CRITICAL ` IMPEDANCE D T� , DJ T' TED CAPACITY 315 I v _ GAP= 5SEC. _ 1 A:✓�S:�L ... _. r . j `. � i. T �,r^ . . r., IM,:.-ra y- r . r. r. mr+r. .95 .-, �. >->'^ (LOS,-.0 \ 17 ` EFT TURNS FROM 0 (0. ) -r'r CT OW , AF A : B m _p B ✓ .T _ 80 > C`.i�. - . Tl.�i�G . ,:�::. . r .. _1 ..� -..._ L� J �:JE \ _ '�:� - 17 . Y i CR GAP- I MP � DAYC E AD �USTME T . Q5 :... T 'S C A T C 71 U ... v ) P L. .1L. CA PAC ITY U3ED -i .� 27 T�._EDANn� CREA •.'^ 92 D : LOS =E) $ ' CAPACITY OF SHARED LANES FOR APPROACH C 159 DEMAND (LOS =D) 28 • 1 1 1111 ` ., f i, 1 t:+ %A li}':, ..: . ,_,:... ; LOS = tea Le of Service (11/89) �on. major streets with _4 lanes, conflicting voluume equals0.75 of PCH II 41 - . I .. ...,:.,.... . _ 1 . • 4 __ II . .4i—I.L■ • . . 1 S ?'r►. • t- /9 . - . • J _ • - 4 ..P I ‘1 ,' -• 4-- . .-4r 1 E=xisting In 4 � a 1 --;r. �1i Is Site ,p — 4____ 1 I 44 Niv 4 .- Li ! rC .— I ,L N , Nq 4 • i -i I ® J4-L* I • ' L;:ISTing 4 .i , i, at_ ,, , -;' J. - 44_ : 1 4 1 J 4" 4 I Traffic Growth A 4 1 14 1 N � . 1 4 Z in Total Traffic WY 99W near McDonald Street Robert �_ Pi 51 RGdESs KCH ASSOCIATS INC, A ^� ����� Noun _ F 4e -cuss CONSULTING TRAFFIC EN <<(:,, e. e-,7R.7) ,,,j LOir Cr4. vf c - r 57Th - 1225 NW MURRAY BLVD., PORTLAND, OR 97229 (503) 641 -6333 1 UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET I Highway 99 Access at Highway 99 Date of Count: Existing + Site Day of Week: Weekday;Full Access;W /O I Time of Day: AM Peak Hour xxxxxxxxxxxxxxx:<xxxxxxx: xxxx Prevailing Speed: 40 B # of lanes on major street: 4 I A APPROACH GRADES: xxxxxxxxxxxx xxxxxxxxxxxx A 0%:B 0 % : C 0% Highway 99 x x SHARED LANES: II x x APPROACH C: all x C x Driveway APPROACH >>>>>»A«««<>>>>>»D«««<>>>»»c«««<>>>>>»B«««< II MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR VOLUMES 0 1562 20 0 0 0 4 0 19 11 783 0 ?CH 21 12 'RIGHT T TURNS �;.R. S FRO C (CR) CONFLICTING :0W .5AR =AT= 1179 CAPACITY 318 I CRTTTCAL GAP- 5SEC. IMPEDANCE ADJUSTMENT= _ ADJUSTED CAPACITY 318 CAPACITY USE 6.6% IMPEDANCE CREATED= .95 DEMAND (LOS=C) 2 • TURNS r-. n O'V V 3 (PI.) I rn` ^T TCT �.G --rWV' /r��T aT_ • 1 . _ r CAPACITY I. . � __ .. n ' G AP- 5 :l• I Prn NC.' T . D `�STMEN: 1 ADJ w ST D c FA' '1 -. • ^TT . _. -.. 2.C1% TMPrnA.Nr A..• _ c ^• - rte: _ . DEMAND (LOS E . -._ 1 7ACITY CH ::.:1':' LANES FO A 20f DE4 "A D (T ( DS = D) 1 1 1 :1 .1 1 r.n c n _ . . r ' . ' f II y - 1^ -. _` ... _ _.__. , ._ y . . _ . '- ... .. t. n r . , � n �, r. .r• � �:.4 jam' � �. a N� - � li_ � (.'. i.� ij 1 m 4t:G -�+v 7_ L II • UNSIGN•ALIZED INTERSECTION CAPACITY WORKSHEET 11 Highway 99 Access at Highway 99 Date of Count: Total Traffic • Day of Week: Weekday;Full Access;W /O I xxxxxxxX Time of Day: AM Peak Hour ?�xxxxxxxxxxxxxxxx2ixx Prevailing Speed: 40 B # of lanes on major street: 4 II A APPROACH GRADES: xxxxxxxxxxxx xxxxxxxxxxxx A 0 %:B 0 %:C 0% Highway 99 x x SHARED LANES: x x APPROACH C: all II x C t Driveway APPROACH >>>>>>> A<<<<<<<>>>>>>> D<<<<<<< > >> > > > >C<<< <<<<>> > > > > >3 < < <<<<< I A iOVE.iE`T - - _, • m AR DL r DT DR �L. CT CR EL BT BR t'OLL 0 1 72. 0 0 0 4 0 19 '" 863 0 PCH _ " .2 II CONFLICTING FLOW .5A.. -A_= 1299 C yPACI". Y 270 CRITICAL GA == 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 270 APAC'TY En= 7.78 IMPEDANCE CREATED- .95 DEMAN'. (LOS =C) 21 LEFT TURNS FROM 3 ('L) CC±. L`CT; 'C FiO '` AR AT- `30 r3 - C T _' /� 26C c ^T ' j� 5.SrC 1�.F USTMr 1 nJUST CAPACITY 268 Imo._ G:. .. .. .;ANCE ADJ�.;__•1�_._ "�::�_ r.:' - .‘r . T E - 4 . 4 0 - . .0 Tr; rn_lNCE CREATED .97 '.,. E.s1_1N LOS =C) 2 i . ( ,. _ _ _ \ r- - . 5.... �..-r r _ T _ _E T_^_, _ DP. 957 . 2t= 1 _ 999 s 7."' '?•._`c_ rE17 ;-`... . DE= . _ :3=E) 2. II . r _.r - C .- °HA r., 7ANrS FOR APPROACH n 1 1 7 = r : !L. ='J1 25 1 1 LI I 1:1 II 1 1 '_OS .. Lcvcl of Servir.. '.11/89` I 1 On - jc,: streets with 4 lanes, conflicting vcluumc equa_s0.75 of PCH ....—_.......... . --- ------- ---- • . .• .•• . • • • • • • - . - . : , ...? , .4 - .4 - .4:=!y:W it 1 4 . ...y;e4• , : , . , •; . 5• - .1..". . ... . . .,. ' • •-- '3 • •• ?.;-' , /••••i4.;• : r•• ::- . : `• , . ■. - 1.. ' • ' :.... • 7-':.:::y1:• .Aei.='X:4 - ."' ! •`• . ' • • ' • • - --; 14 t:"Zt4.•:;•:. \ 5:: r7'ir.e.s..,.,:(.r,•.7“. ,,,:;•i." . .: . • ' , '...;,C4..:.t:..• • - • '. -... . . . • .' . • . ' .. • : - • • • •I'‘' X. :'.;::•;,.'.•V...".; ;3.'"1:•:;,, v:: • ''..: • • • . , • . ' • • • • • , - ..,:y4...,;c: - .; : , ..! , .. -;.: -. •-•-•" t .-_,...;;;, t •:),1* . ,tvi ...;:•,,,..^ %.,:.!"- ,.. • . • / . :•• •.; ;•'• ' `,..; 'i.e.:41'14 ..vte:: , . . . b.I.S, ..". ,,.. .. • • • • —, , • • . ••• " : • :••• . ; . ' 'i'• • •; 2 1 : • • . • . .. .•tc7 . ..•;-"*.:.;,& °Il t_....„,:...fiv.,4% . r;•:',7 ,.'; . , •••...0 • .. • ...:,•:4: . 4,4.: ,, . . 1 ,..,..,.. • . . . . . • . ., ,.. • ••••. -...::::- Q --.. . . -N., .... -.. -... •,. ..c... • - . • . . .. . . I . . .. , . - 0, .. ., ..,..!;.........:.• ,:.,:,.,,,,,.. %......, . . . ....4 ' ..,..'" .. , .....;•.--- , ..:..!•;`"Xtr.f: '.. • • ... 4 ... ....,::.....:,;::.. 7 '''.• " . ,:•‘.:,?;..:•';;•. . • ..F...A<.- Clo- ..*:Ica:; k. r 1 . • 1 1 • . . • - • . . • . • . • .. . . .. • , .' .....-:.- ••• • • • . , ., - • ...' .. • - . . • • . ... ,' . . . • - ..r• - . ,:. - • ..,' , . -...'.*A` ••••••• '' - ' - ' 1 •'. ;; !..• .. • . . ' . Zq' ' \ • i"; - i.' "'•:; • . • ?"!• ' ..., ' ' - •I - ...v. st: :6:•::. 1. .,....,.,..) Nr..RA: 4 .....ap,, -. .. . . -... .... .. • • - , ' ' • ' • • . • . . - - .. ' .: : :•''. V. , . ' •T ' ' .. ' • .',..:,■'..?.:,.. ',..; i ' ' . • . . • - .• - . . . ' -.•;-!•.-, .;•:•:.; - ..":: :...f.. +.f ''*:.•:: •••:',..?•%'■ • I . . . . . • . • - • , . . . • . . . . . . . . . . . . . . . . -- +._ / e .....„........ _... .. . . • . .. - 7 -‘. '6 *.`;''. •••• ••••••' , 'C - - -.:',:r .-, , .• r . ''... kr.fc .r. , --;...: . • .1.7.... . - . .• . .. • • • . ,.. -: .. .. • 1 1 4 4 - i - - . . . • i _ .. ,. . . . . . • . . . . . _ . i 4 in I . . • . - 111 ----Pr . • . . . 0 t- A____ : , Site ,%,, 1 11 • • . r... ...., , 1 . , . , ! 4 . 1 ti> I I 1 A I 1 -1 ‘419" : ■,- I a, t j ri I ÷ --- . ; t_,. L __ /•\ i .._... 1 • • : ,..---; .--- • . 1 111 ---0° el Ni 0 k I A ■__.._ / 5- 1 • 0 0 -- 4 I . J E : - of! r. lc Growth L . 6 I i —7. (%) (-■ I 1 Total . Traffic i WY 99W near McDonald Street RobE.-Tt .,.., KE ,. ,, ,..., H AssocIATb ,. INC. I 4. `'' . CONc TRAFFIC ENdINEER PE-4x.. Ho. r1.- ' 4 - 1 111 11 - •, t,1.• , 11 . . ,1 ..1 • IDPA•' RI : tr% onEM AND OR P7i1P. 150.)I 6in ti.i),-; 1 • UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET 1 Highway 99 Access at Highway 99 Date of Count: Existing -- Site Day of Week: Weekday;Limited Acc;W/ II Time of Day: AM Peak Hour XXXXXXXXXXXXXXXXXXXXXXXXXXXX Prevailing Speed: 40 B # of lanes on major street: 4 1 A APPROACH GRADES: xxxxxxxxxxxx txt�.tt xx�.xx A 0%:8 0%:C 0% Highway 99 x 1 SHARED LANES: • x x APPROACH C: all 1 x C x Driveway APPROACH ,, ,,>?<!%<•:<.:;:>>>> D<<<<< < < > >> > > >>C< < < <<<< >> > > > > B< <<<< << 11 MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR VOLUMES 0 1565 17 0 0 0 0 0 18 15 780 0 PCH 20 17 1 11 RIGHT -JRNS FROM C (CR) CONFLICTING FLOW . 5AR -AT= 1180.125 CAPACIT=• 318 1 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 318 CAPACITY _T USED= 6.29 °a IMPEDANCE CREATED= .96 DEMAND (LOS' C) 20 T EFT TURNS FROM 3 (PT) 1 CONFLICTING ICTING FLOW AR-AT= 1186.5 C PAC y `� 315 'T" CAS C' P= 5SEC IMPEDANCE ADJUSTMENT= 1 .DJUST'=D CAPACITY 315 CAA - : T'`' '::::D= 5.-n. T'..- _ DA ":CE CREATED= .2 DES_ = : LOS=C) :7 Ii I 1 1 I II 1 : 1 1 1 11 1 UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET 1 II Highway 99 Access at Highway 99 Date of Count: Total Traffic Day of Week: Weekday;Limited Acc;W/ II Time of Day: AM Peak Hour xxxxxxxxxxxxxxxxxxxxxxxxxx2x Prevailing Speed: 40 B # of lanes on major street: 4 I II A APPROACH GRADES: xxxxxxxxxxxx xxxxxxxxxxxx A 0 %:B 0 %:C 0% Highway 99 x x SHARED LANES: x x APPROACH C: all 1 II x C x Driveway APPROACH >>>>>>>A<<<<<<<>>>>>>> D<<<<<< <> > > >> > >C< < < <<< < > > > > > > >B < < <<<<< I II MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR VOLUMES 0 1725 17 0 0 0 0 0 18 15 860 0 PCH 20 17 II RI ,B (CR) TURNS ^RC-i C ( C R _...C,:� TURNS ...�•.: C lam-. CO r. .5 1R Ai= 1300.125 CAPACITY 270 II '':'•.TTIC�' P ' GAP= r.'._n IMPEDANCE . D ADJUSTMENT= 1 AD J STF2 C APAC?TY 270 .L V. Jti A_•V �.'I� 1�1L CAPACITY USED- % IMPEDANCE CREATED:, 95 DEMAND ft0 -`• 2C EFT TURNS FROM / - - _ - - •_ 1. � :J FROM :� _ : _ � ... i J :' C N LIC`I`'• ^ FLOW - ?R -AT = 1306.5 __ C yPACTTi. - 268 '-R T ='-L C.. IMFEDANCE A ^T UST��_Y ADJUSTED CAPACITY 268 --' . - \•T_'^DAYCE r^ ^w E r`i ')AND ( OS =C) 17 I 11 I Al .. A FOR APPROACF. C ( - 0 ..1 • 1 11 1 11 I II I II I.1 i 11 it II -.c'f vice ( n.. ,22,-.j:7:1- r r :;, l p J vo1u equal s0.75 Fl:'�S w •� GnES l'. lii i ' ..::Yid ei i.ic lSC 75 of PC'• -ii 1 1 . . .............. . I 1 ±__. .• 4 __ . . 1 , . I I 1 S 4- 11 . 1+ A t_ 2.0 9 . .r■ • VI 1 1 r o .�i 1 4 I + '4- . 1 existing -t 4 1 1 —► -4,- I 1 l_ ZO 1, Site ;'z, 2 4 __ 4 I a Ak 4.___ Alit. ,_A I A V I 7 ; & . 1 O. ' V ` 4 "ir 4 * 1 4-it 1 c " 1 \ 1 I � Z o 1 . N)Q , 4 1 -■ 1 i Traffic Growth �► ®r4 I ' N "_ Total Traffic 1 HWY 99W near McDonald Street Robert Nw�� 5cr Rcdess K : :CH ASSOCIAT :S 1\C1 1 A-M PE4i< Howl- — `..r„Tfd 4: ess CONSULTING TRAFFIC EN ' vIcc. ,-.-,.:-.7,,, z'J /r• Cr•. i!f,, rr 57-0 ,1225 NW MURRAY BLVD., PORTLAND, OR 97229 (503) 641 -63331 Ii UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET Highway 99 Access at Highway 99 II Date of Count: Existing ± Site • Day of Week: Weekday;Limited Acc;W /O ' Time of Day:. AM Peak Hour . • x xxxxxxxxxxxxxxxxXxxxxxxxxxx Prevailing. Speed: 40 B # of lanes on major street: 4 I A APPROACH GRADES: xxxxxxxxxxxx xxxxxxxxxxxx A 0 %:B 0 %:C 0% Highway 99 x x SHARED LANES: x x APPROACH C: all 1 1 x C x Driveway APPROACH >>>>>>> A<<<<<<<>>>>>>> D<<<<<< < > > > > > > >C<<< < <<<> >>>> > >B < < < << << 1 MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR VOLUMES 0 1561 21 0 0 0 0 0 20 10 784 0 22 11 v PCH I II RIGHT TURXS FROM C C2=) CONFLICTING FLOW . 5 AR AT= 1178.625 CAPACITY 319 I 1 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 319 CAPACITY USED= 6.9 IMPEDANCE CREATED= .95 DEMAND (LOS =C) 22 LEFT TURNS FROM B (BL) I 1 .... TCTTNG _ `_COY' AP.-'-Am= ` 186.5 .. _ CAPACITY _ 31 G ^` TTTCAT GAP, c' ..0 T,.tP \ ' mo y JUS ;_ 1 vn CAPACITY T 31 r, _ 1.. � _ _ _ - JUST u_ .�.; ..a ^1w CI .c"'rD 3.4T',. T11ryrD "`+L' R 7 `. TT• .98 DEMAND ( r - - 11 1 11 1.:1 . 11 11 11 1.1 I I 11 I1 _ r _ .i (11/29) I II ' C i�_`i. _' lanes, C'.._`1fctt_.'C ':e. _ eq:aa1sC.75 _ c PC- iI UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET I 1 Highway 99 Access at Highway 99 Date of Count :. Total Traffic Day of Week: Weekday;Limited Acc;W /0 I 1 Time of Day: AM Peak Hour xxxxxxxxxxxxxxxxxxxxxxxxxxxx Prevailing Speed: 40 B # of lanes on major street: 4 I 1 A APPROACH GRADES: xxxxxxxxxxxx xxxxxxxxxxxx A 0 %:B 0 %:C 0% Highway 99 x x SHARED LANES: 1 II x x APPROACH C: all x C x Driveway APPROACH >>>>>>> A<<<<:<<>'•>>>>> D<<<<<< < >> > >> > >C< << << <<> > > >: >)B <( < < < << _•1OVvMr'NT AL A AR LL DT DR CL CT CR BL. BT BR VOL =S 1721 0 0 0 0 0 20 10 854 0 r +1 nn 11 n 4 4 1 1 I ^ , 7, Ttv -T _ \...s FROM c (^R) C \F T ` T T FT nnT_ 1.1 6nr_ CAPACITY .n.. 1 ' �..Q _ lCt _1V FLOW .• :_ . 1 �... � � .�J... Ja..: CAPA...��: 271 RITZ AL GAP= 5S E - • .�r.._, DANCE L US 7NT_ 1 T,-oTE n,, n� T • 7-r1 C^ TC' ' GA 5..�C . ._:./.._� A_ �T °ice.. _ ADS \ .,1 _D yr �C TI .. / C F ! a '>o MP ED E CR D TE 9 A DEMAND ( S = C) nn CAPACITY ::�L ✓- .1. i_. \C� �..�A :.D= .94 D__,A D ,LOS '_EFT TURNS FROM B (BL? ' I CONFLICTING FLOW AR-AT- 1_306.5 CAPACITY 268 CRITICAL ^__ Ts.1 C ADJUSTMENT= 1 T C ,� ? T T ' 2 G::_- 5SEC. ___'�'�.,..E :1��..,�_.1�...,_- 1 TA E �Du:,�__� � ^ yC T _� 268 n r1a vT'T' \• T'�.' =-!1_ ., n. T \!P_ CREATED,- 9 DE :AN ;...OS-` 1 1 II I • 1 11 I Li I.1 1 . 1 11 II L0.. - __._:%_ of Serv± —1;! ' 1 PCH - t . 1 ♦. 1 4 l lanes, f 1 a. voluume 1uu qua. _ s 0 . 7 v of r CH C.; T� streets with �at:e., cc \: et :7 °c me e ......................„...___.............____. _____ . _______ . .. .. _.__ I I • _____________ 1 . -,.. .4' . . ;•41 - 11 • 7r- .44V- - 4 0 -4r4 -.-- • • ... 11 • • -• •._± 1-rtr■ . . t _ z et.. • . . 1;1 1.' 4--- • . . . • -+ ::.t • - ... . • - 4 , . . 111 441 ';ir 4 • 1-1.1 • • _ 1 • . _1° +it r* - E x i 5 t i n.g 11 . • 4 _a •\„ (NI c ,, • .. - I I I . Site te • 44-i -.kir 4 12- 1 1 t (it r+ 4k, 4 cr \IN I 1 'sl•r N , i‘) . , , . .. . I . I .L.._; ; I k.- i • I . • I II _ 1 . . ‘ ___. / , . . . • . ......• 3- ■ 4 1k 1 1 . --- I ■k i - z q I 'II 2: 7 +- I 1 a f f i c Growth 1 . 4 — c-v, 1 A I I . ir I 1 Total Traffic 1 Vv) 99W near McDonald Street Robert I ' , ,,, ASSOCIATES INC. 1 iv .„..,, , A- ccef,s I 111 ?/)1 P 14i 0 vie. - — F v 1-2- le CONSULTING TRAFFIC EN i • '-- -- e ----. ' -il"-."---"----(----•-•-,:- I ' l l I ' III IPP A Y RI vn DoRTI AND OR -i• 150'.1 641-6Y, 1 UNSIGNALIZED INTERSECTION CAPACITY WORKSHEET I Highway 99 Access at Highway 99 . Date of Count: Existing + Site Day of Week: Weekday;Full Access;W/ I Time of Day: PM Peak Hour xxxxxxxxxxxxxxxxxxxxxxxxxxxx • Prevailing Speed: • 40 B # of lanes on major street: 4 I A APPROACH GRADES: xxxxxxxxxxxx xxxxxxxxxxxx A 0%:B 0 % : C 0% Highway 99 x x SHARED LANES: • x x APPROACH C: all 1 x C x Driveway APPROACH , ; > > > > >A<<<<<<< > >>> < < << <<•: > >> > > > >C< << < << < > > >; >B< << < <<< 1 MOVE"':ENT AL AT AR DL DT DR v CL CT CR CR BL� - BT 3 R �• t r. �. 0 1 7 25 0 0 n 1 2 0 29 2 1 7 0 ^C. 13 32 23 c' •T_TCTIN� ?-`'`W . F'._. -=._ - 10 =3 C : - .. r - 5 CAPACITY 373 1 E AD CRITIC:'. GA 'D= = 5Sr . 1 •. PED ':N0J STMrNT= ADJUSTED CAPACITY 3•/ 3 i .. V J C i.� .�- CA .•ryC1TY � �. C __?A'_ ITS ....ED= E.58% ;`':?EnANCE CREATED .94 DEMAND (LOS =B) 32 —77777. TURNS FROM -% (9T) I CONFLICTING FLOW AR-AT-_ 1053 - CAPACITY 359 CRITICAL GA?= '.SEC. .EDANC'rADJ JST.. NT= 1 ADJUSTED CAPACITY 359 r - . *r.- ED_ l.2 3 " .CL`-.. 9. A_TD . .96 DEMAYD (LOE`_ - ^. r. r R:. ^t s: r (rT I ^..r_ ^TT 7. .. rte= 1 7- n v�. ♦ ! .-.: -- C E rJF: s _ ._... -. 0 DE`- ?. ::: . :. -. ) _ . 1 . C r. r 0 : D• iRE ° ` ' _ APPROAC'. _ DE AND i 0_. -! c 1 1 1 1 1 1 1 : S _ 1 c.f :i cf_• (_1 ' c9 ' ) 1 :. `_ t - h a n 7 c PC H Cr: i!!a�C'' ••:I "E E' :� w��•. CGiii 1- �'�i;:� \'OIULIII',2 C: ii c.�:^• ��' O� � II L'NSIGNALIZED INTERSECTION CAPACITY WORKSHEET I Highway 99 Access at Highway 99 Date of Count: Total Traffic Day of Week: Weekday;Full Access;W/ li xxxxxxxxxxxxxxxxxxxxxxxxxxxx Time of Day: PM Peak Hour Prevailing Speed: 40 B # of lanes on major street: 4 II A APPROACH. GRADES: xxxxxxxxxxxx xxxxxxxxxxxx A 0 %:B 0 %.:C 0% Highway 99 x x SHARED LANES: x x APPROACH C: all I x C x Driveway APPROACH >>>>>>> A<<<<<<<>>>>>>> D<<<<<< < > > > >> > >C< < < << << > > > > >> >B <<< << << I MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR V0' "'iES 0 151 25 0 r 0 in 0 no 2 19',6 0 1 7 u 3 --'CH 13 a II rGHT TURNS F C :CR) CONFLICTING FLOW .5AR -AT 1148.62 CAPACITY 331 II CRITICAL GAP= 5SEC. IMPEDANCE ' D'USTMENT= 1 ADJUSTED CAPACITY 331 CAPACITY USED= 7 IMPEDANCE CREATED= .93 DEMAND (LOS -C 32_ LEFT TURNS FRO:': 3 BL) ' CONFLICTING FLOW : 115 - .T CAPACITY - T • 327 � GAP= 'Sr TMtEfl . \C rVUST \ 1 � 1. 1. 1rJC T CAP'.0 f T.T 227 • .. `� f• 7 ' : L : -:AP rT -" : !'!.": _ 7.'.':'°.: T.+ ?c"") O NCE cP. . \T .95 DEAD ( 5) ^ - 1 II .. . . r - _ " - _ _ ___ _ __ =F . ... . .• .. == . . TT: ' =2 . _ . . ._.. -"/',n _ ..r ^ :-=',:::: . .. 02 ; 7 .. II II 1 .1 7 :! II P n 1 . ;11/C':': C:. / ` . _ C -- . • 1_ . h - l . �i_., - , ` -.rl ♦ \... . T f. :. II �i. � l: V 1. 4- .. 7. l: :: Lt.••• y, ^:•`:_FrF r,ag°v. „ ... --c:. ;.a ,. r4.� - .Y.` L ?,_ ' M a S Y '' £ 1a11. '. t Y 't . .i` �' ' . i ] � .. y�c , '� . y : h� ,+ 'ft- .1 - c r _ { „ �ir` yrr t • - �. - y � � - ? = � N x t` i + r •. 5 ? , te ; . .. " i : . , s i1 - t'{ •+ :• r � c +•. y 5./r t ' na• • .. 4 `. ? t ,e.. '� -G + a - "'. v'. }}.. b � 'f _' ..i1i , f a , 4. • ^,t, p aw 'i { 5 y ': e tF. r -.,_.4,..r,., ' K .1,4$.41=,:': _` r ^fi> , _., .�S r _ ^I+a x t Y .c - •a3-, , '. .` , 1 " r . k �: �' • 3` • .,. . 4. ..s 4J s s ` y v g t �'Ib> 's .E� } '.„y ^' w- M �•, �� _. . J :, � ,--,4w-44,.. " Ys� s,'ii ry . ft-. ; , ,.....4,*.:., ,...- 4 , 14 .r .. ---: , "-.L 'r F ,. �.r h } +� • % 7- �, 4y r r � y - ` , ice* •ifi` y � a ♦ ', i-c- �. { • ^ '4 y,';h ,� ' •''' fi r s t - - 0'. .'" '� p fll:a r.,t. � h �t r y � , • 1'' 1 Y�' �' t � f y E •-•• fi11. + ... � .+ lyfC►i"il t., .•,' L L!! 4�t x'uZ x `+R C N � , ~ i LS .f �'t� y • t , 5 ; • ti's r + �. �� y «,{• .. er,: . `„�� X �. '� ;-- T ,_Y Y N.) Y i. '!" i` f w. . .1 `� l • • ---/ .t. � --- 4► • ±- 2.-C . • N • S ite 4— - . if j .. i .41 -- �o • Atk. • _t 4 1 1' 1 F 0 cA --RP' . v I Lio. i ...._ . . ' ?. IS fi ., ..� . ; C • 1 • t 4- 1 4 ° '� N I „ _..... . Q- v- I— /0 Al Nir. Loo ..,— 1 Traf Growth Ark 411-1 Alt I+ 4 M r� -- , i Total Traffic I WY 99W near McDonald Street o e rt � w yQw � �c�ss KEE(Nid ASSOCIATES INC. y �,� � z'K Novi. - FvL.� #G4F.ss CON TRAFFIC EN GINEER 1 / ,. �-�. �� tJW \ f! VD.. PORTLAND, OR 9722° 150 641 6333 ..t . ?. r4: r^ , i°' ^ ter 7'7;;",v�'Fu ij4.?'? , 3,L tu '" •'t 4Trii— a tic 1 • I P.:. , t ` -.,F. _ >xhM ' V "43 0 r„ t , r 7taW "_ k t>• ,. • 3 �: e c• z R• ; , a 1 . ^` .; ' a 4c3 c Y 4 x. 4 ......e '' . re r .er - Tnrt r ; ' ••'-':j•''..."5•'''.' � , �, + tJN IN = CAPACITY a �; � f, ".:i s '' .,= -., t. 7 `J y .t . _ t • , „ Est R ,, , . .,„....4:' i t ? r . ...Zv•..ns., --• .Y1csY . itli.:tr1 i ? a F V. t C te, • . t l,t.N.'1 e1 < '' s+ay 99 cc s a t . Hi } >99 � • t rt. K . , 1; � y:; fJ><� c. .✓ ,."" 4 ,.:s. - 4 , `tti b'w s +" ww•- - " a ^r : S.'t t : :it - 2� .} „ 4 % . 7 -„•.,41-"4-,,, ,, : ^ y r" C , :;',1, lh ' .si .P't tk,.'� •, `.r o ^. i 8 �, ` 7S = a n{, r •,• • t � �4 • 41 ,..:.,,• ,ld^. � t i`'� t F : . � v .it., �.. r t � o}.f,�•+Y � FtT' r k 1 �. t �ss f T :.. '. fz; � z s :a . yzsr c } _ Date- o � - COunt- ,+ ,E e o - Slice •R c' -se ,!"...4;.'- F" TI.. ? 1.Z�' k '3 r�r ? �+ -, t ▪ _ gr �Y� .w+� � : i t�,..eh. 5'"" • �7r. L1 t l a . , � � et ` ; >__� "�1 - -�.,_ -;� :_ .>,tt` Day We ' � Y. �� '� cc e} ss 7'} t t F•W�O , ' a; y s� '' K Tim 9 D P - y °. a • -' i .,� "r . , f ''� . '31';'=-." t ' 1 r n . f∎- t r 4 -. fi , ; , R , , >r ♦.. 4.t .a o. • 0 0 ... o .... • Prey�allyi�tg'Spe L Dfi:� 'n �,i s Ys iC • Y; y �� w.. : w,- pSs. v ., as t � a•,i a._ - -,, f e •-es .++.s�' � atag .:w ui: ? ` s " �'7'tt -.- * t A ',.-- y , °B • # of;. on ja, .o� s• , ° ' � ,:1.«t y,. � ".� cS j, 7 4 £ Y �. ',. . K ,, , `a gAit th t.+�' • � A °. s ''t 1 , f r Y � r� -1 .^ APPROACE R • $S • r ] l . � i w c 34. A'`SS .1 ,i JJ a ,`"� �: F.J - ..� , l f^ _ f a. ,� �p.tt ' 1e t '?4 •F 11 .tl kl M1Y ? � ,� : 1 CY y E+ .YI L Y. l �' !f L : y,. a 0. K• 2 Y C �!� u , .A:. -O %•B O% C�, O�! tiff ti d , ; , .,'" • - .4 7 � 1 ti oworre ,, > 4 SYv tolls �A M y1 k i . , <• n r R' . a�` ai. l • �' • ° '.,,i s h t H:v. b r L t :7r • .- . ¢ , r h ,� SHARD . r Hl hWa i a X �xX� t z a #� 3 w t�7 x t at , • t a s, • .• f 21 � � `� � �„- . a.t' Y � ., �x , rs APPROACH C • �. £�* . ',.:/e.,.. � ��` =` ti...::::-:',' •~ = � - • . x C . x' .Driveway - . .,� ,. 1 .. »»»> A< «« « » » » >D « APPROACH « < <<> » » »C « « « < » » » >B « « <<< MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR • 1 VOLUMES 0 1383 21 . 0 0 0 10 0 25 19 1747 0 11 - 28 21 I PcH RIGHT TURNS FROM C (CR) CONFLICTING FLOW .5AR +AT = 1045.125 CAPACITY 372 1 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 372 CAPACITY USED= 7.53% IMPEDANCE CREATED= .95 DEMAND (LOS =B) 28 LEFT TURNS FROM B (BL) -1 CONFLICTING FLOW AR +AT= 1053 CAPACITY • 369 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 369 CAPACITY USED= 5.69% IMPEDANCE CREATED= .96 DEMAND (LOS =B) 21 : 1 LEFT TURNS FROM C (CL') • CONFLICTING + ONFLICTING FLOW .5AR +AT +AL +BL +BT BR +DT =DR= 2374.3CAPACITY 1 CRITICAL GAP= 6.5SEC. IMPEDANCE ADJUSTMENT= .96 ADJUSTED CAPACITY 1 CAPACITY USED= 1100% IMPEDANCE CREATED= 0 DEMAND (LOS =F) 1:. II CAPACITY OF SHARED LANES FOR APPROACH C 4 DEMAND (LOS =F) 39 1 • 1 1 1 .1 I 1 1 LOS = Level of Service (11/89) 11 On major streets with 4 lanes, conflicting voluume equals0.75 of PCH 1 -. '. ad ti i4 , ?. 1 C tn • 6. • 4 d y - % Yid t x` # . ~ t C to -1 k . F .' ` tat r ' • . � • 1 r E : -0 ``T_ , i t t '''',.-1.-f'''...., 'C ... : 5.: ,A t rµ . • • i . . • r t ,' 4 � O.: • ! � ;^ s' k S r t +u ' • ,-■ : r t s ! .- K • UNSIGNA NTERSECTION W ORKSHEE Eu' _ '' t',r .� t ^. �'� a,� b.;v:W > _� }� s d t• s i. t' a Ci ` uT iY: . 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'. r. t 1 V. ..r t i - . l 1 ' f�'r "Fi+. v .YJ ', " . ..b O j t r , ,. *r . iPROACH RD S P •GA .vr .: F � s� .4 v , f ', T V-,� ,.. -„ A ; , .0 , ± , U , n Y �FP .. ` Kg a - .74,,, tz p, Iwo _ "+ . " a Q " . ` ? Zic•Aid^! - .' "'.?[ !k r • • • • • O • • 7 'y.»4'i • O O • • • • • gfi'h °A •O % B ' 0% : 01-.,,74/ ..e.,'..,',?.:' h5 �j Wi4 t' - .." µ. • . ' .4•L ' It ,: n t •, . - ..!:.k , ..3 7 : . •-,;,' _ g " ?. 0 . D - LANES : ..T.,%?...! f �� s�� v' .:_- t. .�'�. tS �4 „� r +y' s aid ..,),„.1,-. .A.: .i j a i . r ...,�.: ;. .1' r x a_. �` 4 '�'a "APPROACH C. a ti ,� ' y�r.r j'svMr��''f �_.., , .:_ , f, - xS ,. • ,, . F , ` 'F, i . ' t e t tr . _ >-' � 6,i 7 1!"," Y it::: .1g - '•� . I : x ; . . C D riveway ,�:� ,, . �z � .; .t 4 i. k .,, » > » » A « «« < »» » >D APPROACH « « < » » > > >C << « « < » »» >B << « «< 1 MOVEMENT AL AT AR DL DT DR CL CT CR BL BT •BR VOLUMES 0 1523 21 0 0 0 10 0 25 19 1927 0 PCH 11 - 28 21 II • RIGHT TURNS FROM C (CR) CONFLICTING FLOW .5AR +AT = 1150.125 CAPACITY 330 II CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 330 CAPACITY USED= 8.479999% IMPEDANCE CREATED= .94 DEMAND (LOS =B) 28 LEFT TURNS FROM B (BL) • ;1 CONFLICTING FLOW AR +AT= 1158 CAPACITY 327 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 327 CAPACITY USED= 6.42% IMPEDANCE' CREATED= .96 DEMAND (LOS =B) 21 . LEFT TURNS FROM C (CL) CONFLICTING FLOW . 5AR- AT- AL- BL +BT= BR +DT -DR= 2614.3CAPACITY 1 CRITIC: GAP= 6.5SEC. 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Site . . ,. . •- a- th r N 1 Ah, 14, .J...- ro i — -- I cl , z , , i ! _ • , i 4.--....... 1 . : 1 4- ' 4 i 'r r '-+ Nr ..... ,___ f. ... • ........, • •41. , .--+ . ei■ I 1 _ 2.1 g 4 .4.- •••■4, J- r.% sr- 14 4 I • -.. 1 _ i I _ 1' a 1 .4-, 1 c • Growth r - cr... 1 -- I ...ma , 111 I . TOtCli Traffic 11 1.4 . • bi• ' vyY 99W near McDonald Street Ro c,.r Assoc TATEs INC. F1C ENdINEER •/-!1,..,yi?(.4-) A c e e 5 5 Lt Ai I -r;-1) kact CON''' TRAF NP OR 97z2, , 0 i5051 641-6,i.. I I I pill Pr 140 V< — :s i ' ' .01RRAY 51VD PORTLA ,, .s. :- -0/ , , '-;,.,iLTING a -4 Ki m ti ,n r , �c , � f'_T 1 , - . „ „ r y trv G .. ? ; v - .F } • ,�a 4 c t > fv..2 i S:.' T as • _; .�'J •4'k' K � .b ,'.,� - �.i ,. .: `; P t ^ 4; k- A UNSIGNA INTERSECTION? CAP,AC•ITY t WORK S HEET �_F d... �i : � ' , `t t ,r ° 4�;ti , 1 • .: 2x t . . :e c a ,-, v ' 1 . �� } ti ^ '1y ,7: ..,....r: r S1 Lit. „.�, �Hi hKay °9 Ac great- ighway 99 + �, .:,� � + lir W. i �'•.1^ . 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L a..i s e,, n om „, ..<.. . . k. . „ M PRO . _ , .. * a. - ' , }� 4,; a• ]. '.. ' re. a,rao 0 0 ' ,00i o •o•o• } ,0 %' 0%s :C O % 1 . ',i< i ., gild '` 1 h ,,,, 2 ._ • 1. �'ii vY 4 D " LANE S .... �'�•”} ° A a r 1 47 - 3, -"$i.g 1 ay; 99' X N ' ?` ' , 4 .. y1 . ,; t .. t' i, ' . . n . . �� i T G ,Y J�1Si <a'' �•-u " �. i. #9�y} .f<i l is 'W'� a'a�- f t f 'w ,xw aw- , ^'A1 : :.,,.k, x 1 =' "; 4 s r = APPROACH ..C.: all = . r, F � . -- t 1 ,! , ,c, • ..1 s ; . x .--;:-.1-:::-2,-..---- . .. IDr ,iveway • : �A fi f r F .. 1 • 4;, APPROACH » »» >A<< « « <»» > »D« « « < » »» >C< « « < > >>>>>>B<<<< <<< I MOVEMENT AL AT AR DL DT DR CL CT CR BL - BT BR VOLUMES 0 1379 25 0 0 0 0 0 29 21 1746 0 PCH - 32 23 I RIGHT TURNS FROM C (CR) CONFLICTING FLOW .5AR +AT= 1043.625 CAPACITY . 37 1 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 373 CAPACITY USED= 8.58% IMPEDANCE CREATED= .94 DEMAND (LOS =B) 32 LEFT TURNS FROM B (BL) `I CONFLICTING FLOW AR +AT= 1053 • CAPACITY 369 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 369 CAPACITY USED= 6.23% IMPEDANCE CREATED= .96 DEMAND (LOS =B) 23 ' CAPACITY OF SHARED LANES FOR APPROACH C 0 DEMAND (LOS =F) 32 1 . 1 1 1 :1 i' • .1 LOS = Level of Service (11/89) 1 On major streets with 4 lanes, conflicting voluume equals0.75 of PCH i s as ^» T'ae' T"' v ,.ss ay, a n . rt T.., r+. , r ' °� ««1; + w ? : Y , K y '0 a o'ys. ki th°l5` f i y r ' ,f r � , n+. :r 7..:--":-•._-' -i�+F f ,F . . 4s . . 0 „ i1 ry tM 7•. je a II > -i �yt :. . 1t 7 .Ji * . � ,4 4 1 r r , y •' 1 .. s.. 'off f i } ' 'f y ,? • J ' k _j �; } r T ^. z �i - Tt t _ w it 'fti irs . a �' a.. .{. , it'' 4 ",t4 0 a( c y a � � r. ir.v , y •T. •S �bFt�Tii 3`'�k'$' r ? `.3.. n ,r y N y i � -- '5 t =t Y UNSIGN f DVINTERS£CTION C P-A IDY WORKSHE �" k 1 ` );,1 4' " > . 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SP eel ' �0�0 t '' = t�t • . ° ; �0, L r• i, - tw f . �R LL. _ 7 ; r"ic. 3 °^ Tr4 J .S"."A Y ..a- � : a..; C ...• nr� - r r •: y� + , t�i ` �' . b ' e... �� ?,' ,F ?:;w 1 .. = r- ; , ''' �' " r B # ' O f. lanes . oni m or '� 4Cx r �; t s f' 4N " ' i c tin '+� � K •4 it r 4-. r , �- • , ; 7 , ,. .� y A j , h l ma y : w A,• - . -.•• v x-° - �..�d> r + R APPOACH .� > E .. s .. ,. �.' A'� +e ' A'yl - •T �. :. ♦ s .. t' e° a b. ' 0 a \ �{ 4Y' C f T ` � -N,'I t • • • . o. a o.... 1' s o. - • .. : o : r , . ' .A''0%•• B • O : C . . - % ' 0$N' i a . �., ii, rt > 4 e 'wi�'i�:".5u�r.... _' " '� .. . • , T?;:t"+ F _ �' .%...- MMw.. :. y�h'a�, QS h'I S 1 Y ,- �Hiig ;99 4 x`4`', 4 R`• ', S : S . L 4 ,- 3 a r < �'' k nS 'C ` • e,: „ at h; ; ;" gx 1 fi s . , . , , a �� .p erer" r s 3' ro �� nv 7w aT"''. - >1- �.r - rx.Sa - �.��'bl^t. x`�> �` '">;� ..... APPROA : al� - . �v w. �. y �¢v Y.- " ? , Rt f ^^c r' srt J.. ,$. \:'a , 6::? 4 •S •.L- ' '^ : -' � t •1S: '"� 1 }4 ' .' 4 . C . x - =Dr iveway »» > >> A<< < « « » » » >D « APPROACH «« < > >>> > >>C < « « « » » » >B « « «< II MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR VOLUMES 0 1519 25 0 0 0 0 0 29 21 1926 0 PCH - 32 23 II RIGHT TURNS FROM C (CR) CONFLICTING FLOW .5AR +AT= 1148.625 CAPACITY 331 I CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 331 CAPACITY USED= 9.67% IMPEDANCE CREATED= .93 DEMAND (LOS =C) 32 LEFT TURNS FROM B (BL) • II CONFLICTING FLOW AR +AT= 1158 . CAPACITY 327 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 327 CAPACITY USED= 7.03% IMPEDANCE .95 DEMAND (LOS =B) 23 '1 CAPACITY OF SHARED LANES FOR APPROACH C 0 DEMAND (LOS =F) 32 1 . 1 • 1 1 1 , 1 :1 1 LOS = Level of Service (11/89) On major streets with 4 lanes, conflicting voluume equals0.75 of PCH - .. .. ., - • • ,' :'• le‘r. ''aTfi, 7„: 7: .: 4 "; ''.:`! --- .4:1;>t‘`-•-2` ' ' ' , :: J '. ..' 1 ,4 4 .- ; .f 4 - 5 "c;;;-...- .: : : '"-1. 1 %: ! • -17 .":':' - -fs .: • . ' , . 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HO v rt.- "-- LI 01, /fa c E-5 s CONSULTING TRAFFIC ENGINEER 14. ) /,-• ( .c- 1 92 f " IV TIRRAY BLVD PORTLAND, OR 97229 (5031 641-6357., .. , --- ---.•wri- _v: . --'. : ' " ..^ .' -, -. • • 1.. .: .4.. •• ".,,,,,. ,....: , _ _ : • .- „ :.. :,..:;:',. : . - .....11....z.:&,5.,..,.; , :, ,.....- . . . • - -- , - ' :-.•..._-..,- ...t::,:::::.;-...i.:Lz.;,. :.:....,..::: ,- .. - 7 , .,V= , :r- - . - .:., , .34 : ,. ....: .!:.;i .,. , ,.. .._ .... ...41.4...,. .....„„„,,,,,,:;,-,-,, ... 7 :74 . ''' -,..ct;:,--;:•.;44.r, • _ , ': ' .-•: ._ ' . f2,;e ..:-‘, r.....A...- 4,y- "1::::.1; '4-1-?4, `.....A'.Z.3r::::?•:::-:-.:::t-TI:43**!3-,F=- :- ,...,:- ' .. • ••. : . '',.--f. T .:,1- ' ; ' / -'."._ 4 i:MiPTi'llell.',4:.".. , L : „ -:"---.....' '!:1, '.% - —' - in.' ••ft',.'s ' 44i74- :4—, -li?#";:1 .. '.:1:'I... 1;":-;-I: -:: . • . -:%.....' :;'.....;:::1:1471'''' itz A. d ' ,fTr ! , .... 414 N.4.:..--:9.. RIC - S A HE, •... ;., -:, ,,.,if-tt.n al 2‘ I ti.--1-.1.;;; :•?• : ! - . 7 1. -. 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AppRoACHGRAD .44'.'-':''''' f .': . 1f th 'on - ma J 9 tF•i 4; ,..,1041..44":.;:ii.k.; '" • • • ,...-...:t;v...:•r•-••,.., ,,•'Yr.r.!'.1*'=ts`l,"V7*-.:3.'4-:. B 9 - --, - ' Es • u? . _--,.: , : - , , :ilm . .„ , - ,:ri,:• - •.::: t:?:.,:,.. ., ..,,,,4-.14.,::;,::::,,e...,::,=....s.viz.Tri.F......--..-- :::-.i'.;.. :,,,i .",-!..-....z..;_;:,'<:-...,..:::-.:::::.::---. Ai..!: ?: • : . I.? ,... , :,...: : ,:r4.... z ..._ ; ,-,, i . c. „ ....,,,•::.,,,,..„ it D AP Sli -..,.7-::•5;,';';-;:::::::',I&!-",s414:-•-•;:r,',z;4.-; ...- ii,',... 0% : B 0% :.0 07 '..-,- .-: : • ; ' ...z ' . - ' ,.: • ;f : 1 ' .; . , c ,-, 13.° 1 :.••• - A , ...}k:4‘j. , :s ' . ...""-Th ' .•'' ' . .i.vr.::: ,;;iti99.00 ..*,,-,,,,,..,:•44•-•-•,,,,,t•Aktsi, - , - ... 3q.„..,• I.-, ••••.... , ..:14 XxxXxx .45, : '_..--,::‘,.„,, i , :, ; :,. , ,:...-: :: :.; , :. ;. , j.: .:. :, SHARED - ' all : " ::' X 13i;Zf:: '... ' APPROACH C : a ,,,. -'. -. : • • .•' - . . ,.--, ; ?,-1 .....1 - • .... : • • . n'.:' x . -., ::...: ,. i....-e.:‘-:..4- •A=:-.. ,. i . . .., .., s ii . :P‘ - '''.'" '''.• - : : • ..:."`.''' ' .. -•.: 1 x C x Driveway : - >>>C<<<<<<<>>>>> <<<<<<>>>> BL BT BR C R APPROACH >>>>> - DT >>k<<<<<<<>>>>>>>D<' DL DR >>B<<<<<<< 19 1747 0 II MOVEMENT AL AT AR 0 0 24 0 1383 21 0 0 - CL CT - II VOLUMES PCH 26 21 372 CAPACITY 372 I/ RIGHT TURNS FROM C (1 1 1 i ) Eti-AT= 1045.125 CONFLICTING FLOW . 26 DEMAND (LOS=B) II CRITICAL GAP= 5SEC. IMPEDANCE CAPACITY USED= 6.99% I. E5 NT;1 ADJUSTED CAPACITY 369 ADJUSTMENT= CAPACITY LEFT TURNS FRO M B (BL) RA-AT= 1053 . ADJUSTED CAPACITY 369 CONFLICTING FLOW A IMPEDANCE ADJUSTMENT= 1 21 CRITICAL GAP= 5SEC. CREATED= .96 DEMAND (LOS=B) 5.69% IM . ..I CAPACITY USED= 5. IMPEDANCE CR 26 1111 En LANES FOR APPROACH ROkCH C 0 DEMAND (LOS=F) •III CAPACITY OF SHARED .A. - CAkAC ,1 II II II • 1 ■ . 1 II • II LOS = Leve 1 of Service (11/89) with 4 lanes, conflicting voluume eq uals0.75 of On major streets PCH II y +' -pp 7 - 77., ; f , 7-: f w ., T �" _•� ✓. .x . 'X'i it &S" .21,' '� t 1 r t o X '� }. e '. 'F Wr .r " y . { +� .s - �` ... h � � - +.r 1 4.f .y � f . • ,v t 1 �. t ! ? 4,,,::,. ! 4 F 3 }; : 1 4' `� 1 � �.' ..t,_ ri' SM'� .t = . " t - a „ ti � i �' � t �i ?n .'� gTi}�.xy qRn !�°�! 'y �Y;r�ig ,C`'� •ba -, *� • I `' �°",a :; � m AJNSI G NAIS I ZED INTERSE AC IllY W ' :� , ' ' < , r ' F , " a ,�,�, ; 'H 99 Acc ' a -% Highways. 99 ,r } ;=c, ' i. t 'X',.;..,,5' '-..e., `'�45 t1 7 apy ? U 1 �,. „......;:,,,,-,,r,,,,.....,,,,,9.. v,; n ��: ' -i= ",' r,W } s ,4[+' .+.1{ �P 4 I �, 4 ++ �r , ,, � ' �� + ` h . L� r . �. • •;.4 E 9ry . 4 t : `s- 4 .v ? ! > , �5 -•-At tt .`"-1-.1 . ,.e 5 , c : rei .,:.w,. r .dJ;, ,c. ” .. '.,. � r v � '. _y • { �, , r ��,a . Count Total,Traffic ��_,� t r s r 4 �s a � - . A ',I rmo , • < . ,. ; 5 i# 1 a i; o ' ' W e e kday , L te l r ..: y .,'( 11 i ! i y -.rte S 1:17.;:.' Ca. ?' '. . o tit. �s . aL a of Day:: P M Peak ;Hour F ,.:,� t* I r S A i •••• •• •• • • • • ••• , uq.$ .F 1. 40 r;i t �. ' � �Tt , ; . B #z'.ofu lane • major: s 4Y, Kati �'.. ; 6, S i P P. RO A CH •GRADES. :.. `.t HK , t "1 } _ yy B 0% : C 0%-----",:•.-- . .\--..- �- c.w 1 t t 4 ..rh ...a. � i Scr.YY .. war p1 ,:m .b•R.9a . • Y..ih. Y . g i aY�-" • g ' °g x `-f X ,� F LANES ` 'ti z , '"' 1 � f h7 i s x • X J c M PROAC H C: all ; t � 3 x C x Driveway aa r�, �:� APPROACH »»>>> A«««< >>> >>»D « < »» » >C < « < < < < > > » » >B« < < «< I MOVEMENT AL AT AR DL DT DR CL CT CR BL BT BR VOLUMES 0 1523 21 0 0 0 0 0 2 19 1927 0 PCH - - 26 21 I RIGHT TURNS FROM C (CR) CONFLICTING FLOW .5AR +AT= 1150.125 CAPACITY 330 I CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 330 CAPACITY USED= 7.88% IMPEDANCE CREATED= .94 DEMAND (LOS =B) 26 LEFT TURNS FROM B (BL) .i CONFLICTING FLOW AR +AT= 1158 . CAPACITY 327 CRITICAL GAP= 5SEC. IMPEDANCE ADJUSTMENT= 1 ADJUSTED CAPACITY 327 CAPACITY USED= 6.42% IMPEDANCE CREATED= .96 DEMAND (LOS =B) 2 i CAPACITY C_' S HARE _ANES FOR APPROACH C 0 DEMAND (LOS =:) 26 1 . 1 1 1 1 1 1 1 LOS = Level of Service (11/89) II On major streets with 4 lanes, conflicting voluume equals0.75 of PCH