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SDR1994-00028 Et34)412e 4111 4110 CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 94 -0028 SENSITIVE LANDS REVIEW SLR 95 -0002 KENNY ROGERS ROASTERS APPLICATION: The applicant requests site development review approval to allow construction of a 3,028 square foot drive through restaurant. Zone: C -G (General Commercial). Location: 13090 SW Pacific Highway (WCTM 2S1 02CB, tax lot 2400 and 2500). The site is located along the southerly side of SW Pacific Highway, at the southeasterly intersection of SW Garrett Street. SECTION I - DECISION: Notice is hereby given that the Planning Director for the City of Tigard has APPROVED the above request subject to certain conditions. The findings and conclusions on which the decision is based are noted in Section II. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT THE FOLLOWING CONDITIONS SHALL BE SATISFIED OR FINANCIALLY SECURED: 1. Standard half- street improvements, including concrete sidewalk, driveway apron, curb, asphaltic concrete pavement, storm drainage, streetlights, and underground utilities shall be installed along the SW Garrett Street frontage. Improvements shall be designed and constructed to local street standards and shall conform to the alignment of existing adjacent improvements or to an alignment approved by the Engineering Department. STAFF CONTACT: Michael Anderson, Engineering Department. 2. The applicant shall increase the existing sidewalk to an 8 feet width to comply with arterial street standards along SW Pacific Highway frontage. STAFF CONTACT: Michael Anderson, Engineering Department. 3. 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. 4. The applicant shall provide a copy of the boundary survey that shows the relationship of the property line and the existing curb line in SW Pacific Highway, to verify that there is sufficient right -of -way for the sidewalk addition. If the right -of -way is not sufficient, the applicant shall dedicate a minimum of 10 feet from the face of the existing curb line. The dedication shall be on City forms. The instructions and forms are available at the Public Counter. STAFF CONTACT: Diane Jelderks, Engineering Department. 5. The applicant should establish covenants, conditions and restrictions (CC & R's) for the site that provide for a future joint use and maintenance agreement for the future common driveway that will join the property to the north. The CC & R's should also provide for the maintenance of the on- site water quality facility. The CC & R's shall be approved by the Engineering Department prior to recording. STAFF CONTACT: Michael Anderson, Engineering Department. 6. 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 building permit. STAFF CONTACT: John NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 1 • Hagman, Engineering Department. 7. The design of the intersection revisions at SW Garrett Street and SW Pacific Highway, and the proposed driveway connection to SW Pacific Highway shall be approved by the City Engineer. STAFF CONTACT: Michael Anderson, Engineering Department. 8. The applicant shall pay the fees as established under the guidelines of Unified Sewerage Agency Resolution and Order No. 91 -47. NOTE: This is a two part fee which is paid at different times. The first part is paid with any associated public improvements which is for that portion of the development which increases the impervious area within the public right - of -way. The second part is paid at Building Permit issuance which is for each individual lot. 9. The applicant shall underground the existing overhead utilities along the site frontage of SW Pacific Highway, or pay the fee in -lieu of undergrounding. STAFF CONTACT: Michael Anderson, Engineering Department. 10. Washington County has established and the City has agreed to collect Traffic Impact Fees in accordance with Resolution No. 94 -18. The applicant shall pay the fee established for the proposed use. 11. The applicant shall provide a preliminary title report showing the recording data for the sewer that is located on the property or dedicate a new 15 foot wide easement. The dedication shall be on City forms. Instructions and forms are available from at the public counter. STAFF CONTACT: Diane Jelderks, Engineering Department. 12. Revised site /landscape plans and studies shall be submitted for review by the Planning Division, Staff Contact: Mark Roberts, Planning Division The revisions shall address the following: a. The buffer area along the southerly property line shall be modified to provide the following: A minimum of 42 five gallon or 84 one gallon shrubs. The landscape plan shall also be modified to provide a minimum of one row of trees. The trees shall be planted in accordance with the spacing and species size requirements. The plan shall designate native ground cover materials where approporiate for remaining areas within the land use buffer. b. The site and /or landscape plan shall be revised to provide street trees in accordance with Section 18.100.035. c. Provision of a minimum of one bicycle rack for each 15 required parking spaces. d. The walkway which provides a connection to the building entrances of the restaurant to SW Pacific Highway shall be physically separated from motor vehicle traffic and parking by either a minimum six inch vertical separation (curbed) or a minimum three foot horizontal separation such that walkway shall be physically separated from vehicular traffic for distances greater than 36 feet. This walkway will require a slight adjustment to comply with this requirement. e. 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. NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 2 • . • f. The applicant shall provide percentages for the amount of landscaping and impervious surface areas to be developed which indicates compliance the 15% minimum standard. g. The applicant will provide an erosion control plan and construct necessary site improvements to the satisfaction of the Building Official, the City Engineer, the Unified Sewerage Agency and the Division of State Lands. The applicant will also obtain any necessary permits from the Division of State Lands related to proposed modifications to the natural area buffer or the wetlands. h. It is recommended that a rockery and /or retaining wall type structure(s) and replacement vegetation be provided along the site's frontage on SW Garrett Street to mitigate the reduction to the 25 foot buffer and prevent grading fill from being deposited into the wetlands area. Any such required improvements shall be designed and constructed to the satisfaction of the Building Official, the City Engineer and the Unified Sewerage Agency and the Division of State Lands. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO THE ISSUANCE OF OCCUPANCY PERMITS: 13. All site improvements shall be installed and maintianed pursuant to the revised site and landscape plans. STAFF CONTACT: Mark Roberts, Assistant Planner. IN ADDITION THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF THE COMMUNITY DEVELOPMENT CODE; THIS IS NOT AN EXCLUSIVE LIST 14. SECTION 18.164 STREET AND UTILITY IMPROVEMENT STANDARDS. Section 18.164.180 Notice to City Required Work shall not begin until the City has been notified in advance. If work is discontinued for any reason, it shall not be resumed until the City is notified. THIS APPROVAL IS VALID IF EXERCISED WITHIN EIGHTEEN MONTHS OF THE DATE OF THE FINAL DECISION. SECTION II. FINDINGS OF FACT 1. Backround: The site is presently undeveloped. The City has no previous records of development applications having been filed for this property. 2. Vicinity Information: The site is located on the south side of SW Pacific Highway at the south east corner of SW Garrett. The property is zoned C -G (General Commercial). Properties to the east and west are also zoned C -G. Properties to the south are zoned R -12 (Medium Density Residential). The surrounding properties are developed with a mixture of commercial and residential uses. 3. Site Information and Proposal Description: The site has street frontage on SW Garrett Street and SW Pacific Highway. The southerly portion of the site contains existing wetlands areas. The applicant requests approval of a 3,028 square foot drive through NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 3 ! • restaurant. 4. Other Staff Comments: The Engineering Department has reviewed this application and provided the following findings: Findings: 1. TRAFFIC: The applicant has submitted a traffic study prepared by Lancaster Engineering, dated November, 1994. The report examines the effects of the site generated traffic with respect to the SW Pacific Highway traffic and the intersection with SW Garrett Street. In addition, the report analyzes the proposed right -turn in /right -turn out driveway onto SW Pacific Highway. Based on the data collected and the estimated trip distribution, the report indicates that the intersection of SW Garrett Street and SW Pacific Highway will not be unduly affected by the increase in traffic, except that the southbound left turn from SW Pacific Highway into SW Garrett Street will decrease from a Level of Service C to D. The right -turn in /right -turn out driveway onto SW Pacific Highway will re- distribute the traffic from the street intersection to the driveway but the amount of traffic is too low to modify the level of service. With respect to the existing traffic signal, the report indicates that warrants justifying a change to the traffic signal operation are not satisfied at this time. The applicant should obtain an 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. It is recommended that the driveway incorporate a radius design per City Standards. In preliminary meetings with ODOT, the applicant has determined that ODOT will be requiring a median barrier to prohibit southbound left -turn movements from SW Pacific Highway into the new site driveway. The applicant has modified the site plan submitted to show the proposed median improvements. In the future, the driveway will also provide joint -use with the adjoining property to the east. 2. STREETS: The site plan shows access from both SW Garrett Street, a local street, and SW Pacific Highway, a State highway, an Arterial street as shown on the City Comprehensive Plan. SW Garrett Street has been improved on the west side of the street only. The applicant should be required to improve the one -half street improvements along the site frontage of SW Garrett Street. With respect to SW Pacific Highway, the existing improvements include curb, pavement and sidewalk, but the existing sidewalk is only five feet six inches wide. The standard for SW Pacific Highway is eight feet. The applicant should be required to widen the existing sidewalk to comply with arterial standards. In addition, the site plan shows a change in the right -of -way width which may require a dedication for the sidewalk widening. However, the existing traffic signal poles in the intersection of SW Garrett Street and SW Pacific Highway require a modified design to allow the construction of a longer radius for the northbound right -turn movement at the intersection. It is recommended that a "pork chop" island be constructed at the street intersection to protect the existing poles and allow the radius to increased to a minimum of 25 feet. The final design shall be approved by the City Engineer and ODOT. The existing power poles and overhead lines serving the area are located NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 4 . . . . . III . along both sides of SW Pacific Highway and the applicant should place the facilities located along this highway frontage underground, or pay the fee in -lieu of undergrounding. 3. SANITARY SEWER: The existing 8 inch public sanitary sewer is located in both SW Garrett Street and in an easement along the northerly property line of the site. Each sewer has sufficient capacity to serve this development. The applicant should provide a preliminary title report to verify the recording data and location of the sewer easement. The applicant shall dedicate a 15 foot wide easement if the record information cannot be verified. 4. STORM SEWER: The site slopes to the existing drainage swale that crosses the property from south to north along the easterly boundary. A wetland has been identified and is shown on the applicant's site plan. The proposed site development will increase the amount of impervious area and the plan shows the proposed construction of a water quality facility to treat the flow from the impervious area prior to being deposited into the wetland. The Unified Sewerage Agency has established and the City has agreed to enforce (Resolution and Order No. 91 -47) Surface Water Management Regulations requiring the construction of on -site water quality facilities or fees in -lieu of their construction. The applicant's proposed on -site facility will comply with these regulations and should be maintained by the property owner. 5. Agency Comments: The Oregon Department of Transportation reviewed this proposal and provided the following comments: 1) The only permitted driveway on Highway 99W will be a right -in /right -out only driveway, with a median to enforce the restricted left- turning movements. 2) A permanent crossover easement with the adjacent property will be required prior to construction. In addition, joint access with the adjacent property must be provided, when the adjacent property redevelops in the future. Both the easement and joint access will lessen the need for vehicular traffic onto Highway 99W and, therefore, reduce safety hazards on this already congested road. 3) Curb and sidewalk improvements will be needed to be provided, as per ADA and ODOT current standards. 4) An ODOT permit will be required for the driveway, as well as any work performed in the state right -of -way. 5) On site detention will be necessary if the applicant proposes to connect to the state's drainage system. TRI -MET reviewed this application and provided the following written comments and a proposed alternative site plan to further address transit and pedestrian accessiblity: 1) The proposed site plan does a good job at identifying a continuous and direct pedestrian route along the building facade linking to the adjacent properties. I suggest relocating the northwest access to the site as shown on the attached plan. Also shown is a pedestrian scaled entrance element of SW Pacific Highway. NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 5 4 10 411 2) Relocate the building closer to SW Pacific Highway by eliminating the parking between the building and the street as illustrated by the atahced plan. This minimizes the distance and amount of surface parking pedestrians must cross to enter the building. If needed, on site parking shown along SW Pacific Highway could be partially relocated on the southern end of the site. 3) Extend the building /awning as indicated on the plan to provide weather protection along the identified pedestrian route. 4) Where the pedestrian network crosses vehicle maneuvering areas, the crossing should be raised and delineated by a change in materials. Suggested materials are grided Bomanite with concrete edge strips. 5) Relocate the sidewalk at the eastern edge of the site farther east to allow for a landscaping buffer between the sidewalk and the driveway. This may require the developer to coordinate with the adjacent property owner to allow for sidewalk construction on their site. This provision could be included in the access provisions being negotiated bewtween the two property owners. 6) The 36 -foot wide SW Garrett Street driveway encourages cars to travel at higher speeds when entering the site, which is a hazard for pedestrians. The driveway access from SW Garrett should be reduced to either 28 feet or Tigard'd minimum commercial driveway width. 7) Relocate the building farther to the east in order to reduce the driveway width and to accomodate a landscape buffer along SW Garrett Street. 8) Provide street trees and low- growing landscaping along both SW Garrett Street and the SW Pacific Highway frontage as shown on the attached plan. The Water Department reviewed this application and stated that the developer will be responsible to adjust and update the existing fire hydrant. Also, a backflow prevention device (minimum of double check valve assembly) will need to be installed behind the water meter for property line protection. The Tualatin Valley Fire District reviewed this application and stated that access to the building from SW Garrett Street is not adequate for fire apparatus. The roadway to include parking on SW Garrett Street is only 17 feet. We require a minimum of 20 feet clear unobstructed roadway access. The Unified Sewerage Agency and provided the following comments: 1) A water quality facility is necessary. 2) A 25 foot undisturbed corridor must be preserved bewteen the wetlands and any physical improvement. The alignment location, width of the drive should be adjusted to preserve the buffer. 3) Will a retaining wall be constructed along the back of the new sidewalk on SW Garrett Street to prevent filling in the wetland, or will the wetland be modified to compensate? 4) Is there any 100 -year flood plain associated with this drainage? If so, is it the undesignated line shown on Sheet 2? 5) The wetland boundary differs greatly between Sheets 1 and 2. 6) Is the 36" pipe under SW Garrett Street of sufficient size to convey the 25 -year 24 hour storm event? ( Note that the floor of the restaurant will be flooded before water will crest the sidewalk and the road section.) The Advanced Planning Division noted that the proposed stripped pedestrian walkways exceed 36 feet in length across portions of the parking lot. NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 6 • The Field Operations Division reviewed this proposal and stated that the Water Quality ponds needs to have direct access to it for maintenance purposes whether it is to be maintained by the City or not. The Building and Police Departments reviewed this application and have offered no comments or objections. No other comments have been recieved. SECTION III. ANALYSIS AND CONCLUSION COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECTIONS: Use Classification: The applicant is proposing to develop a vacant property with a restaurant to be developed with a drive - through service window. A restaurant with a drive - through use is a permitted use in the General Commercial Zoning District as provided in Section 18.62 (General Commercial) and as defined in Section 18.42 (Use Classifications). Minimum Lot Area: Section 18.62 states that there is no minimum lot area requirement in the General Commercial (C -G) Zoning District. The minimum lot width shall be an average of 50 feet for parcels in the C -G zoning district. The site is an existing parcel with an average width of approximately 170 feet which exceeds the standard. The site is approximately 1.23 acres. 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 18.100, 18.102, 18.106, 18.108, 18.114, 18.120, 18.150, and 18.164. The proposal's consistency with these Code Chapters is reviewed in the following sections. The proposal contains no elements related to the provisions of Code Chapters 18.92 (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. 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), 18.120.180.6 (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. Setback and Height: Section 18.64.050 states that there is no front yard setback. There is no side yard setback facing the street. The side and rear yard setback shall be 20 feet where a C -G zone abuts a residential zoning district. As indicated on the site plan, setback requirements are satisfied. The building also complies with the special setbacks requirement of the C -G zoning district which is 50 feet from the centerline of SW Pacific Highway. The maximum allowed building height is 45 feet. The proposed restaurant would not exceed a maximum height of 22 feet as designed and complies with the height requirement. Landscaping Plan: The C -G zone allows a maximum of 85% of the site to be covered with buildings and impervious surfaces. Section 18.100 requires that the applicant submit a landscape plan which provides landscaping for a minimum of 15% of the site. This applicant has submitted a plan indicating the number, type and location, and shrubs and ground cover to be provided. The applicant has not provided percentages for the amount of landscaping and impervious surface areas to be developed. Due to an existing wetlands area which is to be preserved in place the site is expected to greatly exceed the 15% requirement however the applicant shall provide precise calculations and revise the plan as necessary to comply NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 7 • • with this standard. Street Trees: Section 18.100.035 states that all development projects fronting on a public street shall be required to plant street trees. Section 18.100.035 requires that street trees be spaced between 20 and 40 feet apart depending on the size classification of the tree at maturity (small, medium or large). The site has approximately 170 feet of frontage along SW Pacific Highway and 280 feet of frontage on SW Garrett Street. The landscape plan presently does not provide street trees along either frontage. The site and /or landscape plan shall be revised to provide street trees in accordance with Section 18.100.035. Screening: Special Provisions: Section 18.100.110(A) 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 preliminary landscape plan proposes a total of 20 parking lot trees to provide shade for the proposed 37 parking spaces which exceeds the minimum ratio of one tree for each seven parking spaces requirement. Landscape islands require a minimum of three feet of width. Landscaping shall be protected from vehicular damage by some form of wheel guard or curb. The applicant has provided landscape islands which vary between 3 and 25 feet in width. The landscape plan provides sufficient width, design and planter orientation such that the proposed plantings can be protected from damage by automobiles using the adjoining parking spaces. Buffer Matrix: Section 18.100.130 contains the buffer matrix to be used in calculating widths of buffering and screening to be installed between different types of land uses. The matrix indicates that where a commercial development abuts a residential zone the required buffer and screening width shall be 20 feet. The site abuts a residential area along the southerly property line. A 20 foot buffer and screening area is required along this property line to buffer adjoining residential land uses. This area contains an existing wetlands which is to be preserved. The wetlands including buffer areas the applicant has provided varies between 53 to 120 feet. To provide a land use buffer a portion of the 25 foot wetlands buffer shall be provided with landscaping designed to buffer the commercial use from the adjoining residential use. The minimum improvements within a buffer area are required to consist of the following: 1) At least one row of trees shall be planted. They shall be not less than 10 feet high for deciduous trees and five feet high for evergreen trees at the time of planting. Spacing of the trees depends on the size of the tree at maturity. In addition, at least 10 five gallon shrubs or 20 one gallon shrubs shall be planted for each 1000 square feet of required buffer area; 2) The remaining area shall be planted in lawn, groundcover or spread with bark mulch. A 20 foot buffer adjoining the wetlands equals an area of approximately 4,200 square feet. The applicant provided a row of Hogan Cedar trees which complies with the land use buffer screening requirements due to the spacing of the proposed Hogan Cedar species at maturity. These trees would be expected to partially screen the drive - through use from adjoining residential areas. The site and landscape plans shall be modified to provide the following: a minimum of 42 five gallon or 84 one gallon native shrub species determined to be compatible with the wetlands on -site. Remaining areas shall be planted with lawn or other acceptable groundcover. Visual Clearance Areas: Section 18.102 requires that a clear vision area shall be maintained on the corners of all property adjacent to intersecting right -of -ways or the intersection of a public street and a NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 8 • • private driveway. A clear vision area shall contain no vehicle, hedge, planting, fence, wall structure, 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 for the driveway on SW Garrett Street. The improvements proposed on the site plan comply with the requirement. A visual clearance area is the triangular area formed by measuring a 35 foot distance along the street right -of -way and the driveway and then connecting these two 35 foot distance points with a straight line for the driveway on SW Pacific Highway. The Planning Division will review the revised site and landscape plans through the Building Permit Plan Check process to confirm that all structures and landscape improvements comply with this standard. Minimum Off - Street Parking: Section 18.106 requires a minimum of one parking space for each 50 square feet of dining room area and one space for each two employees. The dining room area is approximately 1,472 square feet which requires 30 parking spaces. A maximum of 10 employees are expected on the largest shift which requires an additional 5 parking spaces. The proposed site plan provides 37 parking spaces which exceeds the 35 parking space minimum requirement. The Americans with Disabilities Act (ADA): Revised regulations became effective on January 26, 1992. The act requires a minimum of two disabled parking spaces if 26 to 50 parking spaces are required. This proposed site plan provides two disabled person parking spaces in compliance with the requirement. Bicycle Parking: Section 18.106 requires one bicycle parking rack for each 15 required parking spaces in any commercial development. Bicycle parking areas shall not be located within parking aisles, landscape areas, or pedestrian ways. The revised site plan shall provide bicycle parking in accordance with the ratio which is determined for the required parking spaces. The site plan does not presently provide bicycle racks. The revised site plan shall provide bicycle racks in accordance with the one for each fifteen required parking spaces ratio. Access: Section 18.108.080 requires that commercial and industrial uses which require less than 100 parking spaces provide one access with a minimum width of 30 feet and a minimum pavement width of 24 feet. The preliminary site plan shows the provision of one access onto SW Pacific Highway with right turn in and right turn out turning movements. The access provided is 30 feet in width with 24 feet paved minimum, thereby satisfying this requirement. The design of the driveway onto SW Pacific Highway is to be reviewed and approved by the Oregon Department of Transportation. Walkways: Section 18.108.050(A) requires that a walkway be extended from the ground floor entrance of the structure to the street which provides the required ingress and egress. The sidewalk shall be designed to minimize the distance in which pedestrian access must cross vehicle access driveways or parking lots. Such crossings shall be designed and located for pedestrian safety and to minimize conflicts. Required walkways shall be physically separated from motor vehicle traffic and parking by either a six inch minimum vertical separation (curbed) or a minimum three foot horizontal separation. Pedestrian walkways which cross traffic aisles are permitted for distances no greater than 36 feet when appropriate pavement markings, or contrasting pavement materials are used. Walkways shall also be a minimum of four feet in width, exclusive of vehicle overhangs and obtructions such as NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 9 • • mailboxes, benches, bicycle racks, and sign posts, and shall be in compliance with ADA standards. The walkway shown from the intersection of SW Garrett Street and Pacific Highway exceeds the 36 foot minimum to the restaurants entrances. The walkway shall be designed such that the portion of the walkway crossing the paved parking lot area does not exceed 36 feet. Signs: Section 18.114 lists the type of allowable signs and sign area permitted in the C -G zone. All signage shall be reviewed through the sign permit process as administered by the Planning Division. Mixed Solid Waste and Recvclables Storage: Section 18.116 requires that new construction incorporates functional and adequate space for on -site storage and efficient collection of mixed solid waste and source separated recyclables prior to pick -up and removal by haulers. The applicant shall choose one of the following four methods to demonstrate compliance: Minimum standard, waste assessment, comprehensive recycling plan, or franchised hauler review and sign -off. The current enclosure appears to provide a waste disposal enclosure exclusively rather than a joint trash and recycling enclosure. The applicant shall submit evidence or a plan which indicates compliance with this section. It would also be recommended that the applicant contact Mr. Lenny Hing at 625 -6177, with Pride Disposal, in order review the design and location of the enclosure and provide the most cost effective solutions to daily site servicing needs. Transportation Planning Rule. The portion of the Transportation Planning Rule, which became effective May 8, 1994, that applies to this application is OAR 660 -12 -045 (4) and (5). This section states that new retail, office and institutional buildings at or near existing or planned transit stops to provide preferential access to transit through the following measures: a. Orienting building entrances to the transit stop or station; b. clustering buildings around transit stops; and, c. locating buildings as close as possible to transit stops. The intent of this requirement is to provide preferential access to transit by locating building entrances at a direct, safe, and convenient distance from the transit street and by removing other barriers to pedestrian access. Building entrances should be located in a way that allows a direct, safe and convenient pedestrian link between the development and the transit stop. New retail and office buildings located on transit streets should have at least one public entrance facing the transit street or, if not facing, be within a specified distance of the transit route. A combination of building orientation, distance and pedestrian amenities can work together to display and direct a person to an entrance. The applicant has provided a prinicpal building entrance which is visible from SW Pacific Highway which is the transit served street. The applicant has also proposed three separated walkways which provide direct access to both entrances. Because the applicant has requested a drive - through service aisle, the site must accomodate vehicle stacking for a minimum of 200 feet (10 cars) due to potential vehicle stacking problems during peak periods into adjoining public right -of -way. Vehicle stacking at peak periods would also be expected to impact pedestrian routes such as sidewalks to be developed along SW Garrett Street. The applicant is also limited in using other portions of the site for development purposes due to the requirement for wetlands preservation. Based on the size of the restaurant the site also requires a minimum of 35 parking spaces to serve the dining room area such that it is not feasible to locate the restaurant more closely to SW Pacific Highway and NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 10 • • simultaneously comply with all other development standards. For these reasons the building orientation and pedestrian amenities provide as direct, safe and convenient of pedestrian access as possible given the type of use which has been proposed. Sensitive Lands: Section 18.84.040(D) states that the Director shall approve or approve with conditions an application request for sensitive lands permit within wetlands based upon findings that all of the following criteria have been satisfied: 1. The proposed landform alteration or development is neither on wetland in an area designated as significant wetland on the Comprehensive Plan Floodplain and Wetland Map nor is within 25 feet of such a wetland. The site is within a wetland area but it is not designated as significant wetland on the Comprehensive Plan Floodplain and Wetland Map, nor is it within 25 feet of such a wetland. 2. The extent and nature of the proposed landform alteration or development will not create site disturbances to an extent greater than the minimum required for the use. The disturbance is the minimum disturbance necessary to accomodate the additional street width improvements to be constructed along the frontage of the subject property on SW Garrett Street. 3. Any encroachment or change in on -site or off -site drainage which would adversely impact wetland characteristics have been mitigated. It is recommended that a rockery and /or retaining wall structure and replacement vegetation be provided along the site's frontage on SW Garrett Street to mitigate the reduction to the 25 foot buffer and prevent grading fill from being deposited into the wetlands area. Any such improvements shall be designed and constructed to the satisfaction of the Building Official, the City Engineer and the Unified Sewerage Agency. 4. Where natural vegetation has been removed due to landform alteration or development, erosion control provisions of the Surface Water Management program of Washington County must be met and areas not covered by structures or impervious surfaces will be replanted in like or similar species in accordance with Chapter 18.100, Landscaping and Screening. As previously discussed, the minimal amount of vegetation loss expected with construction will be replaced within the buffer area. All required erosion control measures shall also be taken during construction. 5. All other sensitive lands requirements of this chapter have been met. Other sensitive lands requirements have been met as addressed in this report. 6. The provisions of Chapter 118.150, Tree Removal, shall be met. No trees larger than six inches in diameter will be removed for this project, therefore this provision does not apply. 7. Physical Limitations and Natural Hazards, Floodplains and Wetlands, Natural Areas, and Parks, Recreation and Open Space policies of the Comprehensive Plan have been satisfied. Development of the street is not expected to create irreversible impacts to the wetlands area. The applicant will provide an erosion control plan and construct neceesary site improvements to the satisfaction of the Building Official, the City Engineer and the Unified Sewerage Agency. The applicant will also obtain any necessary permits from the Division of State Lands related to modiciations to the wetlands. The wetlands does not include any 100 -year floodplain areas. This wetlands is not designated as a portion of the Recreation and Open NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 11 4 4110 Space System as identified within the Park and Trail Master Plan and the Comprehensive Plan. Policy 3.5 of the Comprehensive Plan states that small open space areas such as this should be preserved for their open space and asthetic values. The applicant has proposed to preserve the wetlands and encroach into the buffer to the least extent possible in order to construct required street improvements to serve the larger area as planned through the development of the local street network. The wetlands is also not a significant wetlands area as identified within the Natural Features Element of the City's Comprehensive Plan. SECTION V. PROCEDURE 1. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant and owners XX Owners of record within the required distance XX Affected government agencies 2. Final Decision: THE DECISION SHALLBE FINAL OE D 1 199 JN LESS AN APPEAL IS FILED. 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the City Recorder within 10 days after notice is given and sent. Appeal fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Blvd., Tigard, Oregon. - �.-� -- - � The deadline for filing of an appeal is 3:30 p. EB i 5 1 4. Questions: If you have questions, please call City of Tigard Planning Department (639- 4171), City of Tigard City Hall, 13125 SW Hall Blvd., Tigard, Oregon 97223 PREPARED B': Mark Roberts DA E Assistant Planner °1 4 APPRSVED BY: -ichard Bewerss'tr ff DATE Senior Planner NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 12 • • S CHOOL Iffy fetv ...L ro �— „ ..4y, , Fie% VA P a 40 ■ 1 sr. IN 1rai intim ■ _` to ■ , . 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REALTY INCOME CORP TIGARD, OR 97223 BY SCHUCK'S AUTO SUPPLY PO BOX 6030 PHOENIX AZ 85005 2S102C8 -00303 2S102CB -00400 POORMAN, JOHN AND MARTHA REGEHR, DONALD G AND ROGENE L 13165 SW PACIFIC HWY % CAMILLO, JULIA LEE TIGARD OR 97223 10230 SW SCHOOL ST TIGARD OR 97224 2S102CB -02300 2S102CB -02301 PACIFIC PROPERTIES TIGARD MEDICAL CENTER BY MARTIN JOHNSON 13200 SW PACIFIC HWY 13200 SW PACIFIC HWY TIGARD OR 97223 TIGARD OR 97223 2S102CB -02400 2S102CB -02500 M AND J INVESTMENT CO M AND J INVESTMEN PO BOX 3167 PO BOX PORTLAND OR 97208 LAND OR 97208 2S102CB -02600 2S102CB -02700 CAPONE, ANTHONY M CAPONE, ANTHONY M 13066 SW PACIFIC HWY 13066 SW PACK TIGARD OR 97223 OR 97223 2S102CB -02800 2S102CB -02900 KEERINS, HERMAN 0 & PATRICIA E KEERINS, HERMAN 0 & PATRICIA E 12195 SW 121ST AVE 12195 SW 121ST AVE TIGARD OR 97223 HILLSBORO OR 97123 2S102CB -03100 2S102CB -03200 .. SUSNJARA, MARRO A KEERINS, HERMAN 0 & PAT 825 NE MULTNOMAH #1001 12195 SW 121 PORTLAND OR 97232 OR 97223 2S102CB -03300 2S102CB -03301 DICK, JERRY E & DICK, JACK & DARROW, DON S CHRISTIAN, DANILE 9952 SW FRAWING 9960 SW FRAWING ST TIGARD OR 97223 TIGARD OR 97223 2S102CB -03302 2S102CB -03400 BERTOLINO, RONALD G AND FINKS, ALEX AND LOTTE I VAN LOM, JOSEPH M PO BOX 23562 1304 NW 120TH PLACE OR 97223 PORTLAND OR 97229 2S102CB -03401 2S102CB -03402 FINKE, ALEX & LOTTE I TRS WINTER, ERNIE S & SUSAN L ALEX FINKS TRUST 10025 SW GARRETT ST LOTTE I FINKS TRUST TIGARD OR 97223 PO BOX 23562 PORTLAND OR 97281 Ape q A L e q 7 � -�� 1601-(1.--C 2S102CB -03500 0 2S102011-03501 SANDSTROM, GLENN M & MARGERY A SORENSEN, BROCK 4141 SW PENDLETON ST 13655 SW STEVEN CT TUALATIN OR 97062 TIGARD "OR 97223 2S102CB -03504 2S102CB -03600 RIRIE, DAVID L TOOKER, ROBERT W JR & KELLY ANNE 14920 SW 133 AVE 10010 SW GARRETT ST TIGARD OR 97224 TIGARD OR 97223 2S102C8-05000 2S102CB -06700 SKEI, WILLIAM F & E EVELYN PACIFIC PROPERTIES GENERAL % KOTZ, LEE J PARTNERSHIP 10006 SW GARRETT ST 13200 SW PACIFIC;HWY 10008 SW GARRETT TIGARD OR 97223 TIGARD OR 97223 2S102BD -02800 2S102BD -02900 KAF, INC TRUCK TERMINALS BY KATHRYN A FUHRMAN BAKER 1825 SW P R 66 FERNWOOD DR RTON OR 97006 SUMMIT NJ 07901 2S102BD -03000 2S102BD -03100 TRUCK TERMINALS INC MIDAS PROPERTIES INC 1825 SW PHEASANT DR ATTN: REAL ESTATE TAX DEPT BEAVERTON OR 97006 225 NORTH MICHIGAN AVE CHICAGO IL 60601 2S102BD -03200 SHULER, GARY % SHULER, GARY 30790 NE FERNWOOD NEWBERG OR 97132 KENNY ROGERS ROASTERS CORP. 899 WEST CYPRESS CREEK RD., SUITE 500 FORT LAUDERDALE, FL 33309 5 04- aoak / $q3 c ,z Z e ► Rai 111 • 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. That I served NOTICE OF PUBLIC HEARING FOR: X That I served NOTICE OF DECISION FOR: X City of Tigard Planning Director Tigard Planning Commission Tigard Hearings Officer Tigard City Council A copy (Public Hearing Notice/Notice of Decision) of which is attached (marked Exhibit "A ") was mailed to each named persons at the address shown on the attached list (marked Exhibit "B ") on the 3rd day of February, 1995, said NOTICE OF DECISION as hereto attached, was posted on an appropriate bulletin board on the 3rd day of February, 1995; and deposited in the United States Mail on the 3rd day of February, 1995, postage prepaid. - 4'epared Notice I Subscribed and sworn/affirmed before me on the (v 7`y' day of J 19 ditul S . r <" , OFFICIA L 4Ate.../ 9/ g 'r' r,� - DIANE �'-.IEL"�E NOTARY P ?1RS IC OF OREG N t , NOTARY PLIM MAC-OREGON � . • `4 COMMISSION NO.008977 . My Commi on Expires: 7 �,� 0 M i .. COMMISSION EXPIREe: BERT. 7, if;L/5( . + (SDR 94 -0028 SLR 95- 0002/KENNY ROGERS ROASTERS/M.J. INVESTMENT/DIRECTOR'S NOTICE OF DECISION) 0 .r61 ■!.l CITY OF TIGARD OREGON PROPOSAL DESCRIPTION FILE NO: SDR 94 -0028/ 4f440 FILE TITLE: Kenny Rogers Roasters APPLICANT: Kenny Rogers Roasters OWNER: M.J. Investment Company 899 W. Cypress Circle Road P.O. Box 3167 Fortlauderdale, FL 33309 Portland, OR 97208 REQUEST: A request to construct a 3,028 square foot restaurant with a drive - through window and a reduction in the buffer from 25 ft. to 17 ff. LOCATION: 13090 S.W. Pacific Highway (WCTM 2S1 02 CB, tax Tots 2,400 and 2,500.) APPLICABLE Community Development Code Chapters 18.32, 18.62, 18.96, 18.100, 18.102, REVIEW CRITERIA: 18.106, 18.108, 18.114, 18.120, 18.134, 18.150 and 18.164. ZONE: CG (General Commercial) - The CG zone permits a range of major commercial goods and services. CIT: South CIT FACILITATOR: List available upon request • X STAFF DECISION PLANNING COMMISSION DATE OF HEARING: TIME: HEARINGS OFFICER DATE OF HEARING: TIME: CITY COUNCIL DATE OF HEARING: TIME: i s 11 li1I I[ V'11'reyA u f_ on lY4110 .-W_1 c7 N_V/_I I M 11161 •V 1 YT'11' [rl 101 ! I 1 V. 1011' [e7 P1 k'1 J'1 [.1' VICINITY MAP LANDSCAPING PLAN X NARRATIVE ARCHITECTURAL PLAN SITE PLAN OTHER Traffic Study Sicina ie Plans STAFF CONTACT: Mark Roberts (503) 639 -4171 SDR 94-0028NAR 94-0016 KENNY ROGERS ROASTERS CORPORATION /M.J. INVESTMENT COMPANY December 30, 1994 • Area pp, 11 Q( , 144 I3 m � Pk � / Jt /o ` �;,. ; �'►�� 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 2 CASE NO. $t52 Q — A //_fin OTHER CASE NO'S: -- aQ5-0Q-11. RECEIPT NO. Q't-t- 259`7(4/ APPLICATION ACCEPTED BY: / �i c 1 _ ►� DATE: ,4 •1Z / /i/ �/ 1. GENERAL INFORMATION Applition elements submitted: PROPERTY ADDRESS/ LOCATION /.96 4.1}fi,. 4// Application form (1) AP/5 /mod 'ff `' 3/e7 072-' 7a; 1 ( B) Owner's signature /written TAX MAP AND TAX LOT NO. 1/ c5 2c2 authorization 25- /- 2 1 1 (C) Title transfer instrument (1) SITE SIZE lti / (D) Assessor's map (1) •PERTY OWNER /DEED HOLDER *, ,,J,' /A/yE5) Z 7 &'d • (E) Plot plan (pre -app checklist) ADDRESS ,'?O•i33 /C 7 , PHONE F) Applicant's statement CITY �/L7" Ov 2_ , ZI 9 724 (pre -app checklist) APPLICANT *A at/yy/4 6.5 _ (G) List of property owners and ADDRES S15,9 LU CS•'P/2,41CS ee /'a. PHONE . - 7398 addresses within 250 feet (1) CITY / 4;275 e4406I ZIP 33305; ✓ (H) Filing fee (t ) *When the owner and the applicant are different S.I) Construction Cost Estimate people, the applicant must be the purchaser of record ✓ Cs, ` i' t _ Q o or a leasee in possession with written authorization DATE DETERMINED TO BE COMPLETE: 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/Z0 ESIGNATION: 2. PROPOSAL SUMMARY (-7 7 c G The owners of record of the subject property �---1 request site development review approval to S 6 allow %f /be-✓VT Approval Date: Final Approval Date: Planning Engineering 0 3. List any variance, conditional use, sensitive lands, or other land use actions to be considered as part of this application: ArA, , • 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. c� DATED this /(� day of ��'�/� 19 / l • SIGNATURES of each owner (eg. husband and wife) of the subject property. (KSL:pm /0524P) 1 KENNY ROGERS ROASTERS CORPORATION RESTAURANT PROJECT OVERVIEW AND WETLAND BUFFER AND DRIVE THROUGH STACKING DISTANCE VARIANCE REVISED: December 27, 1994 LOCATION: The proposed restaurant will be located at the N.E. corner of S.W. Pacific Highway and S.W. Garrett Street, on Tax Lots 2400 and 2500 as shown on Tax Map 2S- 1 -2 -CB. EXISTING SITE CONDITIONS: The site is presently vacant. The major trees are shown on the grading and E.S.C. plan as are the contours of the existing ground, the proposed finish grade of the parking areas and the building. As can be seen the site slopes away from Pacific highway and Garrett street and naturally drains towards the existing drainage course along the easterly boundary of the site. NEIGHBORHOOD REVIEW - CONCERNS: The site was posted and mailings to all properties affected were accomplished on October 14, 1994. A meeting at Tigard City Hall was held on October 31, 1994 to discuss the project and answer questions. Three primary concerns were discussed, traffic and the drive through menu speaker volume. The first traffic question concerned the impact on Garrett Street. When the people in attendance were shown the traffic study and the small amount of non peak traffic generated they were pleased. Also the neighborhood group supported the access from the highway and they were told that we would try to accomplish this access. The second traffic question revolved around the existing most westerly driveway to the medical clinic across Garrett Street from the site. It was agreed by all in attendance that this driveway is a hazard to traffic turning off of the highway on to Garrett Street do to the proximity of the driveway to the highway being so close that a car must slow down to make the turn into the driveway and leaves someone following with their car protruding out into highway traffic. The other condition is a car entering Garrett Street from the driveway not having enough room to turn in behind only one car waiting at the intersection to turn onto the highway, this blocks traffic from the highway turning onto Garrett and leaves them partially in the highway traffic lane which is an extreme hazard. The medical clinic has another existing driveway near the east boundary of their property which serves the entire site. The neighborhood group recommends that the driveway closet to the Page 1 41/ 111 highway be closed, although they recognized that it is not part of this application. The third traffic condition concerning the neighborhood is that the medical clinic is using Garrett street as a parking lot for their employees and patrons. This condition causes traffic backup problems from cars leaving the highway and they feel that the city should eliminate the parking along the commercial frontage. The neighborhood group was assured that the speaker volume would be kept at a low volume in conformance with the city noise requirements and good neighborhood relations. TYPE OF RESTAURANT FACILITY — VARIANCE TO THE DRIVE THROUGH WINDOW AUTOMOBILE STACKING DISTANCE: The Kenny Rogers Roasters restaurant is a casual family sit down type facility. The main food selection is their special method of preparing Roasted chicken over an open wood fired flame. The ordering of the food is cafeteria style with many selections of various style food to choose from. There will be a drive through window for pick up of phone in orders or small orders from the drive through menu. The drive through window offers a convenience to the customers that want to pick up a meal for the family and take it home rather than getting dressed up to go out to eat. It has been found that approximately 17 percent of the food business is transacted at the drive through window. As a comparison a fast food outlet would conduct about 45 percent of their business at the drive through window. This amounts to 2.7 times less drive through traffic that a fast food outlet. The city recommended automobile stacking distance for a fast food drive through facility is 200 feet. It is proposed that this restaurant provide 180 feet of stacking distance, which is only one car less than the theoretical standard. Considering the above percentages of comparative use only 75 feet would be required. As noted above the difference in the drive through percentage of this facility in comparison to a fast food facility it seems reasonable that the 180 foot waiting line meets the intentional functional standard. SIGNS: A copy of the proposed sign types are enclosed with the application. The location of the signs is shown on the site plan. BUILDING TYPE: Copies of the floor plans and exterior views of the proposed building are enclosed. Page 2 411 • Color photos of the building interior and exterior are provided to show how the actual type of restaurant facility will look, complementing the business community and the general neighborhood. AREA LIGHTING: Lighting shall be mounted on 20 foot high aluminum poles with fixtures positioned in such a manner as to direct the light down onto the parking areas and entrances. The lighting will be directed away from the existing residential land and the highway. WETLANDS — VARIANCE TO THE 25 FOOT BUFFER REQUIREMENT: The driveway location from Garrett street has been positioned as far east as possible to provide for the maximum west bound traffic stacking distance access to S.W. Pacific Highway, thereby reducing the impact on traffic by the turning movements into the site. The site westerly of the existing drainage course was previously cleared and graded by others, this operation removed much of the native vegetation that would normally have been part of the buffer area. The portion of the site easterly of the proposed driveway entrance from Garrett street is an existing drainage course, partial wetland and upland area. The wetland has been field delineated, the boundary and buffer area of which is shown on the site plan. As can be seen on the site plan there is a large triangular upland area titled "Natural Area, Wetland Buffer" between the wetland boundary and the east property line. The upland area contains 2740 square feet outside of the 25 foot buffer area, all of which will be left in it's existing natural condition to compensate for the small reduction of the buffer area from 25 feet to 17 feet to allow the construction of the driveway entrance as shown on the site plan. The reduced buffer area amounts to 288 square feet. The compensating upland buffer area is 9.50 times the reduction area. The area westerly of and along the wetland boundary is presently volunteer field grass. It is proposed that this area be landscaped as shown on the landscape plan to improve the buffer area vegetation. WATER QUALITY FACILITY: A water quality facility will be constructed in the N.E. portion of the usable area of the site as shown. All impervious surface drainage from the site will be collected and routed through this facility. LANDSCAPING: A landscaping plan meeting the city requirements has been prepared copies of which are included. Page 3 . ' 411 111 SITE ACCESS - TRAFFIC CONSIDERATIONS - PUBLIC IMPROVEMENTS: A traffic study has been completed and copies are provided as part of this proposal. The highway department has also been provided copies of the study. Ingress and egress from S.W. Garrett Street will be provided as shown via a concrete driveway approach. Garrett street will be improved by expanding the pavement section to 17 feet from centerline and construction curbs and sidewalks to City standards. Access from S.W. Pacific Highway has been agreed to by the Highway department in the manner shown. This access will be limited to a right into the site and a right out from the site. To eliminate traffic from the site trying to cross the highway traffic lanes to go south, a concrete island will be constructed and striping will be accomplished as shown on the site plan. The adjacent owner to the North was contacted by the Kenny Rogers Roasters Corporation to consolidate the access point from the highway for both facilities, this proposal did not meet with favorable results. As shown an access easement in favor of the facility to the north will be provided to facilitate future combining of highway access. All parking for the restaurant will be on site. The number of parking stalls exceeds the city minimum requirements. PUBLIC SERVICE FACILITIES: City of Tigard Sanitary sewer, Water supply and Storm drainage systems are adjacent to the site and are available. General Telephone, Portland General Electric, Northwest Natural Gas and cable television are available to serve the site. Page 4 411 • KENNY ROGERS ROASTERS CORPORATION RESTAURANT PROJECT OVERVIEW December 13, 1994 LOCATION: The proposed restaurant will be located at the N.E. corner of S.W. Pacific Highway and S.W. Garrett Street, on Tax Lots 2400 and 2500 as shown on Tax Map 2S- 1 -2-CB. EXISTING SITE CONDITIONS: The site is presently vacant. The major trees are shown on the grading and E.S.C. plan as are the contours of the existing ground, the proposed finish grade of the parking areas and the building. As can be seen the site slopes away from Pacific highway and Garrett street and naturally drains towards the existing drainage course along the easterly boundary of the site. NEIGHBORHOOD REVIEW - CONCERNS: The site was posted and mailings to all properties affected were accomplished on October 14, 1994. A meeting at Tigard City Hall was held on October 31, 1994 to discuss the project and answer questions. Three primary concerns were discussed, traffic and the drive through menu speaker volume. The first traffic question concerned the impact on Garrett Street. When the people in attendance were shown the traffic study and the small amount of non peak traffic generated they were pleased. Also the neighborhood group supported the access from the highway and they were told that we would try to accomplish this access. The second traffic question revolved around the existing most westerly driveway to the medical clinic across Garrett Street from the site. It was agreed by all in attendance that this driveway is a hazard to traffic turning off of the highway on to Garrett Street do to the proximity of the driveway to the highway being so close that a car must slow down to make the turn into the driveway and leaves someone following with their car protruding out into highway traffic. The other condition is a car entering Garrett Street from the driveway not having enough room to turn in behind only one car waiting at the intersection to turn onto the highway, this blocks traffic from the highway turning onto Garrett and leaves them partially in the highway traffic lane which is an extreme hazard. The medical clinic has another existing driveway near the east boundary of their property which serves the entire site. The neighborhood group recommends that the driveway closet to the highway be closed, although they recognized that it is not part of this application. Page 1 f • • The third traffic condition concerning the neighborhood is that the medical clinic is using Garrett street as a parking lot for their employees and patrons. This condition causes traffic backup problems from cars leaving the highway and they feel that the city should eliminate the parking along the commercial frontage. The neighborhood group was assured that the speaker volume would be kept at a low volume in conformance with the city noise requirements and good neighborhood relations. TYPE OF RESTAURANT FACILITY: The Kenny Rogers Roasters restaurant is a casual family sit down type facility. The main food selection is their special method of preparing Roasted chicken over an open wood fired flame. The ordering of the food is cafeteria style with many selections of various style food to choose from. There will be a drive through window for pick up of phone in orders or small orders from the drive through menu. The drive through window offers a convenience to the customers that want to pick up a meal for the family and take it home rather than getting dressed up to go out to eat. It has been found that approximately 17 percent of the food business is transacted at the drive through window. As a comparison a fast food outlet would conduct about 45 percent of their business at the drive through window. The proposed waiting line for the drive through facility is 180 feet long. The City of Tigard recommends that a drive through waiting line distance of 200 feet be used for a fast food type facility. As noted above the difference in the drive through percentage of this facility in comparison to a fast food facility it seems reasonable that the 180 foot waiting line meets the functional standard. SIGNS: A copy of the proposed sign types are enclosed with the application. The location of the signs is shown on the site plan. BUILDING TYPE: Copies of the floor plans and exterior views of the proposed building are enclosed. Color photos of the building interior and exterior are provided to show how the actual type of restaurant facility will look, complementing the business community and the general neighborhood. Page 2 • AREA LIGHTING: Lighting shall be mounted on 20 foot high aluminum poles with fixtures positioned in such a manner as to direct the light down onto the parking areas and entrances. The lighting will be directed away from the existing residential land and the highway. WETLANDS: The easterly portion of the site is an existing drainage course and a partial wetland. The wetland has been field delineated the boundary and buffer area of which is shown on the site plan. This wetland area will be left in it's existing natural condition with a portion of the buffer that is presently wild grass landscaped as shown on the lan,dscape plan. WATER QUALITY FACILITY: A water quality facility will be constructed in the N.E. portion of the usable area of the site as shown. All impervious surface drainage from the site will be collected and routed through this facility. LANDSCAPING: A landscaping plan meeting the city requirements has been prepared copies of which are included. SITE ACCESS — TRAFFIC CONSIDERATIONS — PUBLIC IMPROVEMENTS: A traffic study has been completed and copies are provided as part of this proposal. The highway department has also been provided copies of the study. Ingress and egress from S.W. Garrett Street will be provided as shown via a concrete driveway approach. Garrett street will be improved by expanding the pavement section to 17 feet from centerline and construction curbs and sidewalks to City standards. Access from S.W. Pacific Highway has been agreed to by the Highway department in the manner shown. This access will be limited to a right into the site and a right out from the site. To eliminate traffic from the site trying to cross the highway traffic lanes to go south, a concrete island will be constructed and striping will be accomplished as shown on the site plan. The adjacent owner to the North was contacted by the Kenny Rogers Roasters Corporation to consolidate the access point from the highway for both facilities, this proposal did not meet with favorable results. As shown an access easement in favor of the facility to the north will be provided to facilitate future combining of highway access. All parking for the restaurant will be on site. The number of parking stalls exceeds the city minimum requirements. Page 3 • • PUBLIC SERVICE FACILITIES: City of Tigard Sanitary sewer, Water supply and Storm drainage systems are adjacent to the site and are available. General Telephone, Portland General Electric, Northwest Natural Gas and cable television are available to serve the site. Page 4 • • RECEIVED JAN 0 61994 COMMUNITY DEVELOPMENT UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY M E M O R A N D U M DATE: January 4, 1995 TO: Mark Robexts , City of Tigard FROM: ee Walker SUBJECT: Kenny Rogers Roasters Please evaluate the following comments when putting together your conditions of approval for the above named project: 1. A water quality facility is necessary. 2. A 25 foot undisturbed corridor must be preserved between the wetlands and any physical improvement. The alignment, location, or width of the drive should be adjusted to preserve the buffer. 3. Will a retaining wall be constructed along the back of the new sidewalk on SW Garret to prevent filling in the wetland, or will the wetland be modified to compensate? 4. Is there any 100 year flood plain associated with this drainage? If so, is it the undesignated dotted line shown on Sheet 2? 5. The wetland boundary differs greatly between Sheets 1 and 2. 6. Is the 36" pipe under SW Garret of sufficient size to convey the 25 -year 24 -hour storm event? (Note that the floor of the restaurant will be flooded before water will crest the sidewalk and the road section.) /eb • 155 North First Avenue, Suite 270 Phone: 503/648-8621 Hillsboro, Oregon 97124 FAX: 503/640 -3525 • • HARRIS— McMONAGLE SOCIATES, INC.(�C `L?`I*� 01T Tcums JO1TTL ENGINEERS —S 12555 S.W. HALL BLVD. 11GARD, OR 97223 -6287 I go. No . PHONE (503) 639 -3453 • i ° ' 7 `// z 7 ATT NTION r•-• I TO • RECEIVED • DEC 2 ? 1994 COMMUNITY DEVELOPMENT • • • GENTLEMEN: WE ARE SENDING YOU Attached = Under separate cover via the following items: Shop drawings r' Prints = Plans = Samples Z Specifications • Copy of letter = Change order • COPIES DATE I NO. / I OESCAI. TION I // I� Z079 1 7 1 • • ' i I i I I i I I 'ESE ARE TRANSMITTED ED as checked below: For approval = Approved as submitted = Resubmit copies for approval r or your use = Approved as noted _ Submit copies for distribution requested = Returned for corrections = Return corrected prints = For review and comment = FOR BIDS DUE 19 = PRINTS RE TURNED AFTZR LOAN TO US REMARKS • • CO'1f TO /' • • SIGNED: �` • • RECEIVED • DEC 191994 &f Taceedisteset Co, COMMUNITY DEVELOPMENT P.O. Box 3167 Portland, Oregon 97208 December 16, 1994 Mr. Mark Roberts City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 re: Site Design Review at the SE Corner of Garrett St. & Hwy.99W. Dear Mr. Roberts: M & J Investment Company, Owner, hereby grants Roasters Corp. permission to file a Site Design Review Application for the above describe parcel. Also, commonly known as TL 2400 & 2500, Frewing's Orchard Tracts, City of Tigard, Washington County, State of Oregon. Sincerely, 41' / / //// 11 - 1111 December 21, 1994 11!"Vk , Bill McMonagle CITY OF TIGARD Harris and McMonagle OREGON Engineers and Surveyors 12555 SW Hall Boulevard Tigard, OR 97223 Re: Kenny Rogers Chicken /Site Development Review 94 -0028 Dear Bill; This letter is in response to the application filed for the Kenny Rogers Restaurant Site. Upon review of the application two significant site design issues need to addressed further. Because variance applications were not included as part of the submittal, the application is considered incomplete and cannot be reviewed. Presently the site plan provides a 17 foot buffer area to portions of the wetlands area. The Development Code requires a minimum of 25 feet. A variance request would need to be made as part of this application to address the exceptional circumstances which impact this site and require this reduction. Work within the wetlands buffer area would also require Hearing's Officer review of a Sensitive Land Application. The proposed drive - through stacking lane provides approximately 180 feet of stacking distance. However, much of this stacking distance would obstruct automobile, bicycle and pedestrian traffic. The Development Code requires a minimum of 200 feet of unobstructed stacking distance. A variance request would need to be made to address the exceptional circumstances which impact this site. It is expected that over time a minimum of 200 feet of stacking distance will be necessary to serve customers without impacting on- site circulation or SW Garrett Street. Upon review of the circumstances concerning both of these issues and would not recommend approval of a variance in either instance. Modifications to the site to comply with the Development Code requirements are strongly suggested. Please feel free to contact me concerning this information. Sincerely, 14/1dilf° IPGjA4(1 Mark Roberts Assistant Planner, A.I.C.P. 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 • HARRIS —McMONAGLE OPSOCIATES, INC.L T1 R OF TrEig( ISEDDI"Tp f ENC —S Yp RS 12555 S.W. HALL BLVD. • PHONE OR 03 97223-6287 639 -3453 i DA .s Z r oe No. PHOE: 5 639-3453 Ir TO 0 r- I Arnonw..�� /7 • _ • • • GENTLEMEN: WE ARE SENDING YOU = Attached _ Under separate cover via the following items: Shop drawings = Prints = Plans = Samples = Specifications = Copy of letter = Change order COPIES 1 DATE I NO. I • •DESCRIPTION sar - / , 1 / /iy6 z I I 1 • • � 0,3(e, 9 Z'� ✓ i z I I 1 Z , 2 5 C. /P. ! i I / � � .4 A4'- s E-59 Z - o 4 T -_S= ARE TRANSMITTED. as checked below: row r a pproval = Approved as submitted = Resubmit copies for approval o�r r - Tse = Approved as noted = Submit copies for distribution _ As re _ ted = Returned for corrections = Return corrected pnnts ror review and comment = = FOR BIDS DUE 19 = PRINTS RE TURNED AMR LOAN TO US REMARKS - / dG/ /f/ 4 f • COPY SIGNED: • • HARRIS —McM ONE S INC.Q T i3 OF 7G°�Q(�SEO GALL, 12555 S.W BLVD. TIGARD, OR 97223 -6267 [1:1•Ti Jw wo. PHONE (503) 639 -3453 8 -C 7 TO (3 r I aTRMTIWI /( / /� /�0 7=C:1 7:Y ✓/Giists% sc: • GENTLEMEN: WE ARE SENDING YOU Attached Under separate cover via the following items: - - 7 Shopdrawings• - • _ - Prints = Plans -• Samples - = Specifications Copy of fetter = Change order COPIES I DATE I NO. I DES:RIPTION 1 / 1 I I " s 1 3 ! 1 I C4 W.- �� i�s 1 / ,� .__ 2 `-- 1 / 1 1 1 / /x 7- -,qL( A✓ 1 / 1 1 1 �� S/• .>S .e G/ 1 1 1 1 • 1 1 1 1 1 1 1 1 1 1 1 i THESE ARE TRANSMITTED as checked Deiow: = For approval = Approved as submitted = Resubmit - copies for approval = our use = Approved as noted : Submit copies for distribution = As reaue = Returned for corrections = Return corrected prints or review and comment = T. FOR BIDS DUE _ 19 = PRINTS RE TURNED AFTER LOAN TO L'S REMARKS /49 T� � y � � � T �' Z 5 % 7 //i i C-/z - t • z C /y�u,(P' /0. ,.. -; s2 ... - — ,.> sue ;,s? 2. . c s5 ,F �i -=fs . • 3- s/r /' - 7 �:' V - ,52a / I _ - f 5 ;. -� -- �� s COPY TO /1 C - - • / ..._ ._ SIGNE?. /2 <' , 1111 • CITY OF TIGARD PRE- APPLICATION CONFERENCE NOTES ON- RESIDENTIAL DEVELOPMENT DATE: Z< / l /9 STAFF: P_ ,p p I ,� n � ,� ^ A � q APPLICANT: 1 (L�vircy K 2 �tiike'1 AGENT: (3‘, `/ l�v`C !/v! ®ucP (e Phone: Phone: PROPERTY Address : W �/ 2 2 /t' Tax Map & Tax Lot: ' 7 / S /02 /nJ - L L I i / NECESSARY APPLICATIONS) : 5 �� M Laird ' JeL -0 SW e tb.eve 10 ev4 a✓hece/ PROPOSAL DESCRIPTION: 11_/-1// G( /. S lam' / ✓2 T t r2 1 1 l^2 YCLtGd S DESIGNATION: e Q d'4 ( �aw1 wt e " - c COMPREHENSIVE PLAN (`7 �1 II ZONING DESIGNATION: � 7 '-e14 eyed 6 �1 ltifev�!G/ CITIZEN INVOLVEMENT TEAM : © a CHAIRPERSON: PHONE: �— ZONING DISTRICT DIMENSIONAL REQUI•' += _) jot Minim �m of size: sq. ft. j P� G / tc Minimum lo' .idth: ft. Setbacks: f ft. side ft. rear ft. garage ft. corner ft. from street. Maximum site covera••: Minimum landscaped •r natu -1 vegetation area: Maximum building eight: ft. ADDITIONAL DIMENSIONAL REQUIREMENTS Minimum m 1 frontage: 25 feet unless lot is created through the minor land partition a. Lots created as part of a partition mast have a minimum of 15 feet of frontage or have a minimum 15 foot wide access easement. Maximum lot depth to width ratio of 2.5 to 1. SPECIAL SETBACKS _ �,l ,Q Streets: SO ft. fro centerline of Sc-J ,�.1 4 Established areas: Ab ft. from 7 Lower intensity zones: • it.; along the site's boundary BUILDING HEIGHT PROVISIONS • ' :. • Building Height Exceptions (Code Section 18.98.020): Buildings located in .. a non- residential zone may be built: ak:height_of 75: feet provided:_ . ' _ 1. A maximum FAR (building floor area to site area ratio) of 1.5 • to 1 will exiety - _ _ • • 2. All actual • building' - setbacks.. sill be : :- at least 1/2 the building's height; and -r� a:` • 3. The structure will not abut it residential• zone district. - • Page 1 21 1,1 5 - ��v '3O Y�1ccbYi2A 111 V 10 � e .- a A c 2 -e /o e 3e s llow� � ace / ' - 7 PARKING AND AC d CESS / /0 R...-- �� "'i. Q ,0---A-1 V� ✓oa • Required parking for this type of use: CJ �° � J cev.eq Secondary use required parking: /4 /9 No more than fir% of required spaces may be designated and /or dimensioned as compact spaces. Parking stalls shall be dimensioned as follows - Standard parking space dimensions: 18 ft. Zc g i�� - impact parking space dimensions: 15 ft. k ?(. C 2 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 posted. shall bted. B racks are required for civic, non - residential, commercial and industrial developm which provide 15 or more parking spaces. Bicycle • racks shall be located in areas protected from automobile traffic and in convenient locations. Bicycle parking spaces .shall be provided on the basis of one space for every 15 vehicular parking spaces. All dr veways an par g areas, except for some fleet storage areas, must be paved. Drive -in use queuing areas: e- 2.00 “2,71 vk. , )wt Lu.el Q * - S 11 ' BGv � Minimum number of accesses: ( /4.P • Minimum access width: 24 feet Max- imam - access- width- :----- -___40 eet �� Pedestrian access must be provided between building entrances and parking !, • areas, outdoor common areas, and • •lic sidewalks and streets. • A minimum of one tree for every seven parking spaces must be plant and around all parking areas in order to provide a vegetative canopy effect. Landscaped parking areas shall include special design features which effectively•ecreen the parking lot areas from view. These design features may include the use of landscaped berms, decorative walls, and -'zed •lanters. For detailed information on design requirements for parking areas and accesses, see Development Code Chapters 18.100, 18.106 and 18.108. CLEAR VISION AREA The City requires that clear vision areas be maintained between three and eight feet in height at road/ driveway, road/railroad, and road/road intersections. The size of the required clear vision area depends upon the abutting street's functional classification. Page 2 . .. . . • • III 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: at ft. along north boundary 4/4 ft. along east boundary 1 ft. along south boundary !__l_1 ' ft. along west boundary In addition, sight obscuring screening is required along STREET TREES - Street trees are required for all developments fronting on a public or private street as well as driveways which are more than 100 feet in length. Street trees must be placed either within the public right - of-way or on private property within six feet of the right - of-way boundary. Street trees must have a minimum caliper of at least two inches when • measured four feet above grade. Street trees should be spaced 20 to 40 . •feet apart depending on the branching width of the tree at maturity. Further information on regulations affecting street trees may be obtained from the Planning Division. SIGNS • Sign permits muat 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 . _ kpplication. Alternatively, a Sign code Exception application may be filed for review before the Hearings Officer. . SENSITIVE LANDS . - - -- Code Chapter 18.84 provides regulations. for lands which are potentially T. - unsuitable for d within the 100 -year floodplain, - natural drainagewa , ,sand areas .On slopes in excess of 25 percent,. or .. ; on unstable ground. f will attempt ,; to . preliminarily :Adentify , 1 ...,.;: , ' - 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 - _ i 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 STS r�//fJ vlve 12'v u A. r ��i lL uS� vOvile- _ GZ_ 24/b/141114.4 P•.. IIRE "sity., s l'4.(7_ VeS ie. . ✓'Cekf- nistrative 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 protect should be submitted for attachment to the staff report or administrative decision. Application with unfolded maps shall not be accepted. The Planning Division and Engineering Division will preform a preliminary review of the application and-will determine whether an application is • complete within 10 days of the counter submittal. Staff will notify an applicant if additional information or additional copies of the submitted materials are needed. The administrative decision or public hearing will typically occur approximately 45 to 60 days after an application . i e accepted as being complete by the Planning Division.-=_. Ap rations involving. difficult or protracted issues or requiring review by other jurisdictions may take additional time to review.- - -- Whitten recommendations from the Planning - . staff are issued seven (7) days prior to the public hearing. •A :10 day . public appeal period follows - a11 -land use decisions.- An appeal on this • - • matter would be heard by the ° - • - A basic flow chart which illustrates the process is available from. the Planning Division upon request.: _ _: .. 1$11) (.0 x -/a, s %/%Q4 �iW to u v/ Q O6&/ L £ �' 2y "ga e 4 4 i , 2 / Q J ; th 0 j 5 -�� w �d ,� - • 111 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. , 14:47 / , PREPARED BY: PLANNING DIVISION PHONE: 639 -4171 • Page S • 1111 • • • PUBLIC FACILITIES The purpose of the pre - application conference is to: (1) Identify applicable Comprehensive Plan policies and ordinance provisions; (2) To provide City staff an opportunity to comment on specific concerns; and (3) To review the Land Use Application review process with the applicant and to identify who the final decision making authority shall be for the application. - 77C 1A5 /G 57# 74aJ& The extent of necessary public improvements and dedications which shall be /MOOT 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 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 -o .?' f � - ,/ way dedication for: Vee2 - /¢`,' � DpT OIl/ t� / RA) 1. w lege77 to 25 feet from centerline. 4l�P 2. PS ` to 45 C. feet from centerline. 3. • to feet from centerline. • Street improvements: 1. / /7i street improvements will be necessary along / 7 �� Z S 2. 1 4P2treet improvements will be necessary along 3. Street improvements shall include . feet of pavement from centerline, plus the installation of curb and gutters, storm sewers, underground placement of utility Wires (a fee may be collected if determined appropriate by the Engineering Department), a five-foot wide sidewalk (sidewalks may be required to be wider on arterials or major collector streets, or. in the Central Business District), necessary street signs, streetlights, and a two year streetlighting fee. In some cases, where street improvements or other necessary public improvements are not currently practical, the street'improvements may be . deferred. In such cases, a condition of development approval may be specified which requires the property owner(s) to execute a non, remonstrance agreement which waives the property, owner•s right to remonstrate against the formation of.a local improvement district formed to improve: 1. 2. Page 6 • • • Pedestrianways /bikeways: Sanitary Sewers: The nearest sanitary sewer line to this property is a(n) / inch line which is located in OA,/ S'j 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 4.39 1 / 7/ — /H/ M/ 6t. Water Supply: The Tigard Water Skate/4 t (Phone: 4 64) or-the-Tualatin - 1511) 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, 645 -8533) 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: P// t' Dd Sl? AtaIfiAM-Agr STORMWATER QUALITY FEES The Unified Sewerage Agency has established, and the City has agreed to enforce, Resolution No. 90-43 Surface Water Management Regulations which requires the construction of on -site water quality facilities. At the • discretion of the City, the applicant 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 shall be consty of shall determine if a fee may be paid or a facility d�� /L4 7y SAe• Rita TRAFFIC IMPACT FEES In 1990, Washington County adopted a county-wide Traffic Impact Fee (TIF) ordinance. The Traffic Impact Fee program collects fees from new development based oa the development's projected impact upon the City'a transportation system. The applicant shall be required to pay a fee based. upon the number of trips which :are - projected to result from the proposed development. The calculation of the TIF is based on the proposed use of the land, the size of the - project, -and a general use based fee category. . The TIF shall be calculated 'at the time of building permit issuance. :In limited circumstances, payment of the TIF may be allowed to be deferred until the issuance of an occupancy .permit. • .Deferral of the payment until occupancy is permissible Only when.the TIF is greater than $5,000.00. • P te / '. Peer - Page 7 Come 79 ��Z5/04 Z--17 • • STREET OPENING PERMIT No work shall be preformed within a public right -of -way, or shall commence, until the applicant has obtained a street ope:iing 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 shA1,l 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 a 11 12tr 5u4r79( 1 p )ease gelz f 5Zow ezes14$4, .00:61.. a fre //. 5.16-ee7 5414144 51114f44- Aik/4 adi D 7 ' l - Natal" 91eb• t • • RP: preapaon ... .._... _. • Page 8. • • • EXHIBIT 'A' - APPEALS Director's Decision to Planning Commission _ _ $235_00 costs Planning Coaanissioa /Hearings Off_ to Council _ $315_00 4- transcript BLASTING PERMITS $125_00 COMPREHENSIVE PLAN PROCESSING Text only, Map only, or both $675_00 CONDITIONAL USE PROCESSING Conditional Use Review $365.00 . FLEXIBLE SETBACK STANDARDS $ 80_00 HISTORIC OVERLAY DISTRICT $ 80.00 HOME OCCUPATION Geiginal-Peemit $ 50 - 'TYPtIC Renewal $ 10 - 001year - t x_ • INTERPRETATION OF COMMUNITY DEVELOPMENT CODE . _ . - $ 55 -00 by Community Development Department LAND PARTITION Residential and Non - residential $235 - 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 4- 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 $ S00,000.- $999,999 $415.00 $1,000,000 or $520.00 4- $1 per $10,000 • - 1 million not to exceed $2000_ SUBDIVISION P• Do ■••: $415_00 + $S /lot Subdivision Variance if needed $1 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 ' ZONE CHANGE • Code $230_00 - EANNEXATIONS Less than 10 acres $520_00 : -.. 10 acres or more _ $625_00 _ TONE CHANGE PROCESSING = Less than 10 acres •. _ $520_00 - 10 acres or m o r e . - - - - - - - $625 -00 ZONE ORDINANCE AMENDKE NT - . • - - - - - - - $310-00 : - JOINT APPLICATION PLANNING FEE . - 1001 of highest fee plus lOt of all additional planning fees related to the proposal. . . bc(Resl_ks1 - ' 1 VG 2 /41 . • Staff it Date // G/ CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT APPLICATION CHECKLIST The items on the checklist below are required for the successful completion of your application submission requirements. This checklist identifies what is required to be submitted with your application. This sheet MUST be brought and submitted with all other materials at the time you submit your - application. See your application for further explanation of these items or call Planning at 639 -4171. ITEMS TO BE BASIC MATERIALS INCLUOED: A) Application form (1 copy) (i.-3--- 8) Owner's signature /written authorization [ti]--- C) Title transfer instrument [L]_ -- 0) Assessor's map (y--- E) Plot or site plan [y— F) Applicant's statement [i� ( .. _ - [ ] (H) Filing fee ($ ) Se.Q Rze. s4ee ( 4-- SPECIFIC MATERIALS A) . Site Information showing (No. of copies /'): [L]--- 1) Vicinity Map _ (A------ 2) Site size & dimensions [ yam_ 3) Contour lines (2 ft at 0-10% or 5 ft for grades > 10%) [L]— 4) Drainage patterns, courses, and ponds (-3 - - 5) Locations of natural hazard areas including: a) Floodplain areas [41--- b) Slopes in excess of 25% (' c) Unstable ground [6�---- d) Areas with high seasonal water table [ e) Areas with severe soil erosion potential [ f) Areas having severely weak foundation soils GGr---- 6) Location of resource areas as shown on the Comprehensive • Map inventory including: . a) Wildlife habitats - • b) Wetlands • - - 1 f < 7) Other site features: a) Rock outcroppings _ [i-3' b) Trees with 6" + caliper measured 4 feet from ground level - [y.---- - 8) Location of existing..structures and their uses - - • - [A]i' • _ 9) Location and type. of 'on and off -site noise sources [,L]/^ . 10) Location of existing: - utilities and easements 11) Location of existingdedicated right-of-ways,, -- - 8). Site Development Plan •showinq (No:: of copies . - [ ^- - 1) The proposed : andl-surrounding properties - 2) Contour line intervals - - - • [ 3) The location, dimensions and names of all:•.: _ • a) Existing_L platted streets & other public ways and easements on the site and on adjoining ( properties ._ • - ... APPLICATION CHECKLIST - Page 1 - • • b) Proposed streets or other public ways & easements on the site. 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 [,yam b) Parking and circulation areas c) Loading and services areas ( d) Pedestrian and bicycle circulation (cJ' e) Outdoor common areas, [�-]� f) Above ground utilities [ 5) The location, dimensions & setback distances of all: a) Existing permanent structures, improvements, utilities and easements which are located on the site and on adjacent property within 25 feet of the site ( t 1- b) Proposed structures, improvements, utilities and easements on the site ( 6) Storm drainage facilities and analysis of downstream conditions 7) Sanitary sewer facilities [L]� 8) The location of areas to be landscaped [ej� 9) The location and type of outdoor lighting considering crime prevention techniques [ 63-- 10) The location of mailboxes fi 11) The location of all structures and their orientation 12) Existing or proposed sewer reimbursement agreements (`7 C) Grading Plan (No. of copies / $--) The site development plan shall include a grading plan at the same scale as the site analysis drawings and shall contain the following information: 1) The location and extent to which grading will take place indicating general contour lines, slope ratios and soil stabilization proposals, and time of year it is proposed to be done. [ �) • 2) A statement from a registered engineer supported by data factual substantiating: a) Subsurface exploration and geotechnical engineering report b) The validity of sanitary sewer and storm drainage service proposals [,L]' c) That all problems will be mitigated and how they will be mitigated ,� [ 0) Architectural Drawings (No.... of copies � ) • • ...: [ 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 Plan (No. of copies ( : - .: [Lk' The landscape plan: shall be draws at thesame scale of site analysis plan or a larger scale if necessary and shall._ indicate: - - - 1) Description of the irrigation system where applicable ( 4 3 2) Location and height of fences, buffers and screenings APPLICATION CHECKLIST — Page 2 • • 3) Location of terraces, decks, shelters, play areas and common open spaces 4) Location, type, size and species of existing and proposed plant materials. [2Y The landscape plan shall include a narrative which addresses: 1) Soil conditions. 2) Erosion control measures that will be used. F). Sign Drawings Sign drawings shall be submitted in accordance with Chapter 18.114 of the Code as part of Site Development Review or prior to obtaining a Building Permit to construct the sign. G) Traffic s i e 'S fTit G( [G]� H) Preli "na ..rtition or lot line d "ustment ma. showi • (No. o Copies ): 1) The • er of the subject parcel [ ] 2) The er's authorized agent [ ] 3) The ma. scale, (20,50,100 or 200 feet =1), inch north arrow • date [ 4) Descripti••n of parcel location and boundaries [ ) 5) Location, "dth and names of streets,.easements and . other publi• ways within and adjacent to the parcel. [ ] • 6) Location of a permanent buildings on and within 25 feet of all •roperty lines [ ) 7) Location and wid' of all water courses [ ] 8) Location of any t .es with or greater caliper at 4 feet above grou • level [ ] 9) All slopes greater - 25% [ ] 10) Location of existing u'"lities and utility easements [ ] 11) For major land partition ich creates a public street: a) The proposed right-o' y location and width [ ] b) A scaled cross- section of the proposed street plus any reserve strip [ 1 12) Any applicable deed restrictiols [ 1 13) Evidence that land partition wi'1 not preclude efficient future land division ,•re applicable [ ] I) Subdivi on Prelimina .Plat and data showi -(No. of Copies 1) Scale -. iling 30,50,100 or 200 feet to the inch and lim ted to one phase per sheet [ ] 2) The propos:• name.of the subdivision s 1 ] 3) Vicinity ., -• showing property's relationship to arterial and •11ector, streets --• [ ] 4) Names, and telephone.numbers of•the owner developer, engi r,- surveyer,•designer,•as applicable[ ] 5) (late of applicati• • • [ ] • 6) Boundary lines of • ct to be'- subdivided [' ] • - _ 7) Names of adjacent:su••"vision.or_naines of.recorded. • owners of adjoining •. els'of.unsubdivided land [ ] • - . 8) Contour lines' related.to.. City - established bench mark at 2- foot.intervals •r-O -107 grades greater than 147% [ ] . • • .APPLICATION CHECKLIST — Page 3 . • • • 9) The purpose, location, type and size of all of the following (within and adjacent to the proposed subdivision): = [ ] - Public and private right -of -ways and easements [ ] b Public and private sanitary and storm sewer lines [ ] c) Domestic water mains including fire hydrants [ ] d) Major power telephone transmission lines (50,000 volts or greater) [ ] e) ..tercourses [ ] f) D•ed reservations for parks, open space, pathways - • other land encumbrances [ ] 10) Approxi"- to plan and profiles of proposed sanitary and - storm s -••rs with grades and pipe sizes indicated [ ] 11) Plan of t'- proposed water distribution system, showing p pe sizes and the location of valves and . fire hyd - , ts. [ ] 12) Approximate enterline profiles showing the finished . grade of all streets including street extensions for a reasonable di tance beyond the limits of the proposed subdivision. [ ] 13) Scaled cross se•tions of proposed street right -of -way; [ ] 14) The location of =11 areas subject to inundation or storm water over low [ ] 15) Location, width a • direction of flow of all water- courses and drai -•e ways - ( ] 16) The proposed lot co figurations, approx mate lot dimensions and lot umbers. Where lots are to be used for purposes other than residential, it shall be indicated upon such ots [ 3 17) The location of all t -es with a diameter 6 inches or greater measured at 4 feet above ground level, and the location of propos -• tree plantings, if any ' [ 3 18) The existing uses the property, including the • location of all structu -s and the present uses of the structures, and a si- tement of which structures are to remain after plat ing [ 3 19) Supplemental information i cluding: a) Proposed deed restric , ions (if any) . . [ ] b) Proof of property owne hip [ ] c) A proposed plan for • •. ision of subdivision improvements • [ ] • 20) Existing natural features inc uding rock out _ . croppings, wetlands and marsh areas. .- • [ ] - 21) If any of the foregoing info ion cannot practicably be shown on the preliminary pl -t, it shall be - incorporated into a narrative . • submitted with the • application. - . • - - .- [ 3 J1 Other Info'cation - -. - ° . - - . [ ] - Salem- 4 Ca c ., - - . - . .(2362P/0028P) - • APPLICATION CHECKLIST - Page 4 . , , ._ • NOTIFICATION LZ • SS FOR ALL APPLICATIONS 1. RPO PO. (2) copies CPO NO- 2. CITY DEPA i Building Official/Dave S. Parka c Recreation Board City Recorder Police Engineering /Chris O. Pinld Operations Permits Facilitator/Viola C. • 3. SPECIAL DISTRICTS Fire District (Pick -up box) _ School Dist Bo. 48 (Beaverton) Joy Pahl PO Box 200 Beaverton, OR 97075 Tigard Water District School Dist. 23J 8777 SW Burnham St. (Tigard) Tigard, OR 97223 13137 SW Pacific Hwy. Tigard, OR 97223 Tualatin Valley Mater District Unified Sewerage Agency /SARI Program 6501 SW Taylors Ferry Rd. 155 R. First St. Tigard, OR 97223 Hillsboro, OR 97124 4. AFFECTED JURISDICTIONS Mash. Co. Land Use c Transp. Boundary Commission 150 N. First Ave. 320 SW Stark Roam 530 Hillsboro, OR 97124 Portland, OR 97204 --- Brent Curtis Levin Martin METRO - CREEHSPACES PROGRAM Scott orre - Mel Bale (CPA's /ZOA•s) Fred Eberle 600 RE Grand Portland, OR 97232 -2736 __ a le City of Beaverton __ , OR DLCD (CPA's /SOA•a) 9 Jim Beodryx - Principal Planner S O 0S PO Box 4755 R 97310-0590 10 -0590 Beaverton, OR 97076 Other City City oMafnager City of Durham 15300 SW 116th P O City 23483-3483 King City, OR 97224 Tigard, 08 97224 __ City of Lake Oswego City of Portland 380 Manager Planning Director Lake Oswego, 08 97034 1120 SW Sth Portland, OR 97204 - State ran dy Division _ Door - PO Bo: 25412 Lidwien Babmann Portland, OR 97225-0412 9002 SR McLoughlin Blvd. M1lwaakie, OR 97222 City of Tualatin PO Box 369 ' Taalatia, OR 97062 5. SPECIAL AGENCIES General Telepbcoe __ Boj Poxtla 4 General Elec. �� Office 11655 SW Moore 014 Scpclls Fry Tigard, OR 97281 -3416 Beaverton, OR 97007 • NM Natural Gas Metro Area Cosnnai,catioas Scott Palmer Jason Hewitt 220 NM Second Ave. Twin Oaks Techombnoresnter usd• CR 1615 NM 169th TCI Cablevision of Oregon Beaverton, OR 97006 -1886 Mike salt ck US West s 3500 sit Bond 8t. Pete Nelson r Portland, OR 97201 - 121 Sit Oak St. a Colombia Cable ( stone) mod, OR 97204:. _- 14200 sif Bdgadooe Ct. I d-Mst Ztaosit Dev. Beaverton, OR 97005 _ Kin Knox • 6. 822 ACRRoTES 1012 SE 17th Asa. Portland, OR 97202 • - Aeroaautip Division of Fish & roe Wildlife Vi - :. _ =:YY : - PUC Dept. o!' >aoviroe. Quality ?- _ - - ' - 7 i c ' 7 . PEOBRAL =Mom _ - Post O fflcs Engineers 8. Orsza _ - Southern Pacific Transportation company • 8 � 324, Union S - Fortland, OR • 5/,-/`/..,.9 1. . .Y >\ ._. ...___. _ ... 4. .___....___. 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Dualite Sales & Service, Inc. Design No. 9203 - K - (E) r, ►sr n tarn Sake & Service.. Inc Shed FascirT • lop Fabriccrted aluminum shaped cabinet WI black finish. Vacuum formed polycarbonate plastic face. Fluorescent Illumination. Yellow: PMS 109 Red: PMS 485 Note: Dimensions are approximate and may change, pending review by Dualite Engineering! • . . 4 •-; - • . 4 5' 40 'Wood Are Roasted Chicken t Duaiirep. tava esti • Dualite Sales & Service, Inc. Design No. 9203 - K - (G) • 1Q1 Duahre &lief 6 Service. Int Revised 4/7/93 2S102CB -00200 • 2S102CB -003 0 SCHOOL DISTRICT NO. 23 R I C 21, LTD 13137 SW PACIFIC HWY. REALTY INCOME CORP TIGARD, OR 97223 BY SCHUCK'S AUTO SUPPLY PO BOX 6030 PHOENIX AZ 85005 2S102CB -00303 2S102CB -00400 POORMAN, JOHN AND MARTHA REGEHR, DONALD G AND ROGENE L 13165 SW PACIFIC HWY % CAMILLO, JULIA LEE TIGARD OR 97223 10230 SW SCHOOL ST TIGARD OR 97224 2S102CB -02300 2S102CB -02301 PACIFIC PROPERTIES TIGARD MEDICAL CENTER BY MARTIN JOHNSON 13200 SW PACIFIC HWY 13200 SW PACIFIC HWY TIGARD OR 97223 TIGARD OR 97223 2S102CB -02400 2S102CB -02500 M AND J INVESTMENT CO M AND J INVESTMEN PO BOX 3167 PO BOX PORTLAND OR 97208 LAND OR 97208 2S102CB -02600 2S102CB- 02700 CAPONE, ANTHONY M CAPONE, ANTHONY M 13066 SW PACIFIC HWY 13066 SW PACIF TIGARD OR 97223 OR 97223 2S102CB -02800 2S102CB -02900 KEERINS, HERMAN 0 & PATRICIA E KEERINS, HERMAN 0 & PATRICIA E 12195 SW 121ST AVE 12195 SW 121ST AVE TIGARD OR 97223 HILLSBORO OR 97123 2S102CB -03100 2S102CB -03200 SUSNJARA, MARKO A KEERINS, HERMAN O & PAT 825 NE MULTNOMAH #1001 12195 SW 121S PORTLAND OR 97232 OR 97223 2S102CB -03300 2S102CB -03301 DICK, JERRY E & DICK, JACK & DARROW, DON S CHRISTIAN, DANILE 9952 SW FRAWING 9960 SW FREWING ST TIGARD OR 97223 TIGARD OR 97223 2S102CB -03302 2S102CB -03400 BERTOLINO, RONALD G AND FINKS, ALEX AND LOTTE I VAN LOM, JOSEPH M PO BOX 23562 1304 NW 120TH PLACE OR 97223 PORTLAND OR 97229 2S102CB -03401 2S102CB -03402 FINKE, ALEX & LOTTE I TRS WINTER, ERNIE S & SUSAN L ALEX FINKE TRUST 10025 SW GARRETT ST LOTTE I FINKE TRUST TIGARD OR 97223 PO BOX 23562 PORTLAND OR 97281 2S102CB -03500 • 2S102CB -0350 SANDSTROM, GLENN M & MARGERY A SORENSEN, BROCK 4141 SW PENDLETON ST 13655 SW STEVEN CT TUALATIN OR 97062 TIGARD OR 97223 2S102C8 -03504 2S102CB -03600 RIRIE, DAVID L TOOKER, ROBERT W JR & KELLY ANNE 14920 SW 133 AVE 10010 SW GARRETT ST TIGARD OR 97224 TIGARD OR 97223 2S102CB -05000 2S102CB -06700 SKEI, WILLIAM F & E EVELYN PACIFIC PROPERTIES GENERAL % KOTZ, LEE J PARTNERSHIP 10006 SW GARRETT ST 13200 SW PACIFIC HWY 10008 SW GARRETT TIGARD OR 97223 TIGARD OR 97223 2S102BD -02800 2S1028D -02900 KAF, INC TRUCK TERMINALS BY KATHRYN A FUHRMAN BAKER 1825 SW P R 66 FERNWOOD DR RTON OR 97006 SUMMIT NJ 07901 2S102BD -03000 2S102BD -03100 TRUCK TERMINALS INC MIDAS PROPERTIES INC 1825 SW PHEASANT DR ATTN: REAL ESTATE TAX DEPT BEAVERTON OR 97006 225 NORTH MICHIGAN AVE CHICAGO IL 60601 2S102BD -03200 SHULER, GARY % SHULER, GARY 30790 NE FERNWOOD NEWBERG OR 97132 KENNY ROGERS ROASTERS CORP. 899 WEST CYPRESS CREEK RD., SUITE 500 FORT LAUDERDALE, FL 33309 r • REQUEST FOR COMMENTS aLL�IJ CITY OF TIGARD OREGON TO: Per Attached DATE: 12/30/94 FROM: Tigard Planning Department STAFF CONTACT: Mark Roberts (503) 639-4171 RE: SITE DEVELOPMENT REVIEW (SDR) 94- 0028/VARIANCE (VAR) 94 -0016 M.J. INVESTMENT COMPANY A request for Site Development Review approval to construct a 3,028 square foot restaurant with a drive - through window. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.62, 18.96, 18.100, 18.102, 18.106, 18.108, 18.114, 18.120, 18.134, 18.150 and 18.164. LOCATION: 13090 S.W. Pacific Highway (WCTM 2S1 02 CB, tax lots 2,400 and 2,500). ZONE: C -G (General Commercial) - The C -G zone permits a range of major commercial goods and services. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by January 09, 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. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written comments: Name of Person Commenting: Phone Number: SDR 94 -0028 /VAR 94 -0016 KENNY ROGERS ROASTERS CORPORATION /M.J. INVESTMENT COMPANY December 30. 1994 4kei - AP 510 R `� f- � 002 -Fr 1110 NOTIFICATION LIST FOR ALL APPLICATIONS OCR 4 7 1 06 /‘ 1 0 1. CIT (2) copies _ CPO NO. I 2. CITY DEPARTMENT � Building Official /Dave S. marks - 37) 111 dEt G �'Qr �.. % )!) Police e ity Recorder Q.,Ty'ltlT"'� _.1,--field Operations ngineering /Michael A. .f, 04.41 rmits Facilitator /Jerree G. Long Range Planning /Carol . 3. SPECIAL DISTRI ire District (pi p box) Tigard Water Department - 8777 SW Burnham St. Tigard, OR 97223 /� - Tualatin Valley Water District �UniEied 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. #16 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 �--- State Highway Division ' ODOT Q a G_ Sam Hunaidi Laurie Nicholson PO Box 25412 9002 SE McLoughlin Blvd. fr Portland, OR 97225 -0412 Milwaukie, OR 97222 . City of Tualatin - PO Box 369 Tualatin, OR 97062 5. SPECIAL AGENCIES i---. General Telephone _ Portland General Elec. Engineering Office Brian Moore 8840 SW Burnham St. 14655 SW Old Scholls Fry. Tigard, OR 97223 Beaverton, OR 97007 - NW Natural Gas Metro Area Communications • Scott Palmer Jason Hewitt 220 NW Second Ave. Twin Oaks Technology Center Portland. OR 97209 1815 NW 169th Place S -6020 Beaverton, OR 97006 -4886 - TCI Cablevision of Oregon Linda Peterson US West - 3500 SW Bond St. Pete Nelson Portland, OR 97201 421 SW Oak St. . Portland, OR 97204 Columbia Cable (Craig Eyestone) - 14200 SW Brigadoon Ct. Tri -Met Transit Dev. Beaverton, OR 97005 Kim Knox 710 NE Holladay St. 6. STATE AGENCIES Portland, OR 97232 _ Aeronautics Div. (ODOT) US Postal Service - Division of State Lands - Randy Hammock, Growth Coordinator Commerce Dept. - M.H. Park Cedar Mill Station -_ Fish & Wildlife Portland, OR 97229 -9998 PUC Dept. of Environ. Quality - DOGAMI 7. FEDERAL AGENCIES _ Other Corps. of Engineers 8. OTHER _ Southern Pacific Transportation Company Duane M. Forney, PLS - Project Engineer 800 NW 6th Avenue, R. 324, Union Station Portland, OR 97209 'Y OF TIGARD BUILDING INSPECTION NOV InspectiL _,ne (Rec -O- Phone): 639 -4175 Business Phoi. 639 -4171 Inspection: • 11 C Footing Susp. Ceiling Sprink. Rough -in Appr /Sdwlk Foundation Plbg. Underslab Mech. Rough -in Fireplace Post /Beam Struct. Plbg. Top Out Elec. Rough -in FINAL: Post /Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing - Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear W Wall Gyp. Bd. �' - Elect. Date Requested: / 1 J l Time: y AM PM Address: " q0 S I ,/) ( ,- i ' �- , •A 4 1.iJ >, . i Builder: S 1 ,'9 ,q,4 ti fe p Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: n Q - • 1,1:00; x.,.11 t��., ; �'•P <.�� .� M1 i. Inspector: ` t/ J,nm • , -s? Date: / / // 7 • APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE %all For Reinsp. 07/25/95 11:30 $ 625 6179 PRIDE DISPOSAL • a001/001 JUL-25-95 TUE 10:43 HIS-MetiONAGLE FAX NO, 50109 1232 P.01 Postit'' / Fax Note 7672 bn r.,47 a No. ce pages " - - - - - • - • '_,' • • - -. /. >11,Z4757_5_ T°1, McMONAG a . (e.6-7e!, ' / 4 . j most 2 Frarli HARRIS-LE .' - PZ- 1. A.e ,. 4/---S*Q0$ . "LOczajorl ' 12555 "-- 61 S‘P---S—./7 Taleptme It 1 p us:551./03 , 0 7g ard; Ortpagalor223-8287 (503) 639-34,53 ?"4,71,,, 0 Desm 0 ReturN 0 Cal fcr riesarp • - r- fi 0/C , 6 ‘7 2 ( . - - 3 1 . /q/ sr /. —‹ - // 7). /e,4 .. / . --.•. . .77 . .Z.‘-; . 7..' • e ‘ .........- 1 - . . .. _ 4- ,'-c- '-.- 1 bfur-c..... NI 4—CI tAi ; fi- (.ti -e- Pi le 5 4: k•' I r .1 s & LAJN-■ . o k . i PROPOSED \ BUILDING ....„ . ... ... --. . _ ! -c- . - --• . . . -... ..- ':. . . . •. .. . .• . 4 NSA I WA TEO BASIN: tRig°14 - 4: G otle- ‘CS ,---- .... _. _., . 4 10. 0kTEs i llik . .... "?.., i 4,..- FIAD . . . : .... -- . ., ..- -- --- .. ... --- ...---- - • - . \, c 10 ) N W+E July 24, 1995 �i. CITY OF TIGARD MNWR P Attention: Mathew Dolan OREGON 233 SW Front Avenue Portland, OR 97204 Re: Tigard Kenny Rogers Site Dear Mr. Dolan; This letter is in response to the revised landscape plans you submitted on July 21, 1995. I have reviewed these plans for compliance with the Conditions of Approval for Site Development Review (SDR) 94 -0028. I've listed the pertinent Planning Division conditions and their current status: a. The buffer area along the southerly property line shall be modified to provide the following: A minimum of 42 five gallon or 84 one gallon shrubs. The landscape plan shall also be modified to provide a minimum of one row of trees. The trees shall be planted in accordance with the spacing and species size requirements. The plan shall designate native ground cover materials where appropriate for remaining areas within the land use buffer. The plan was revised to provide these trees and shrubs this condition is considered satisfied. b. The site and /or landscape plan shall be revised to provide street trees in accordance with Section 18.100.035. The "Red Sunset Maples" which were provided meet the street tree standard. This condition of approval is satisfied. c. Provision of a minimum of one bicycle rack for each 15 required parking spaces. Bicycle racks have been provided, this condition is satisfied. d. The walkway which provides a connection to the building entrances of the restaurant to SW Pacific Highway shall be physically separated from motor vehicle traffic and parking by either a minimum six inch vertical separation (curbed) or a minimum three foot horizontal separation such that walkway shall be physically separated from vehicular traffic for distances greater than 36 feet. This walkway will require a slight adjustment to comply with this requirement. The walkways as shown comply with the requirement this condition is satisfied. e. 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 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 • assessment, comprehensive recycling plan or franchised hauler review and sign -off. We will need a letter or approved plan set from Lenny Hing with Pride Disposal 625 -6177, or the site's franchised waste hauler, approving the location, design and construction of the trash and recycling enclosure. f. The applicant shall provide percentages for the amount -of landscaping and impervious surface areas to be developed which indicates compliance the 15% minimum standard. This condition is satisfied because 51 percent of the site would contain landscaping, wetlands buffer or wetlands areas. g. The applicant will provide an erosion control plan and construct necessary site improvements to the satisfaction of the Building Official, the City Engineer, the Unified Sewerage Agency and the Division of State Lands. The applicant will also obtain any necessary permits from the Division of State Lands related to proposed modifications to the natural area buffer or the wetlands. Erosion control permit has been obtained and site work is underway. h. It is recommended that a rockery and /or retaining wall type structure(s) and replacement vegetation be provided along the site's frontage on SW Garrett Street to mitigate the reduction to the 25 foot buffer and prevent grading fill from being deposited into the wetlands area. Any such required improvements shall be designed and constructed to the satisfaction of the Building Official, the City Engineer and the Unified Sewerage Agency and the Division of State Lands. See note above. Because any needed redesign of the trash and recycling enclosure may involve revisions to the site and landscape plan, a design which has been approved by the franchised hauler is required prior to issuance of Building Permits. Upon approval by the franchised waste hauler it is also your responsibility to submit and reassemble the Building Permit Plan Check set(s) for Mr. Jim Funk, the City's Commercial Plans Examiner and ensure that the final approved landscape plans are apart of the Building Permit Plan Check set which is issued. Please feel free to contact me concerning this information. Sincerely, in,(4,4E 66e-(22-7— Mark Roberts Associate Planner, AICP C: Bill McMonagle • 41, July 11, 1995 CITY O TIGARD MNWR P Attention: Mathew Dolan OREGON 233 SW Front Avenue Portland, OR 97204 Re: Tigard Kenny Rogers Site Dear Mr. Dolan; This letter is in response to the revised landscape plans you submitted on June 29, 1995. I have reviewed these plans for compliance with the Conditions of Approval for Site Development Review (SDR) 94 -0028. I've listed the pertinent Planning Division conditions and their current status: a. The buffer area along the southerly property line shall be modified to provide the following: A minimum of 42 five gallon or 84 one gallon shrubs. The landscape plan shall also be modified to provide a minimum of one row of trees. The trees shall be planted in accordance with the spacing and species size requirements. The plan shall designate native ground cover materials where appropriate for remaining areas within the land use buffer. The plan shows 42 five gallon shrubs so an additional three shrubs will need to be provided. The plan provides a row of "Hogan Cedar" trees but not along the entire southerly buffer area several additional trees will need to be provided as additional screening from adjoining residential areas. b. The site and /or landscape plan shall be revised to provide street trees in accordance with Section 18.100.035. The "Red Sunset Maples" which were provided meet the street tree standard. This condition of approval is satisfied. c. Provision of a minimum of one bicycle rack for each 15 required parking spaces. The site plan still needs to be modified to provide a minimum of two bike racks. d. The walkway which provides a connection to the building entrances of the restaurant to SW Pacific Highway shall be physically separated from motor vehicle traffic and parking by either a minimum six inch vertical separation (curbed) or a minimum three foot horizontal separation -such that walkway shall be physically separated from vehicular traffic for distances greater than 36 feet. This walkway will require a slight adjustment to comply with this requirement. The walkways as shown comply with the requirement this condition is considered satisfied. 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 • �. Page 2 Kenny Rogers e. 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. We will need a letter from Lenny Hing with Pride Disposal 625 -6177 approving the location, design and construction of the trash and recycling enclosure. f. The applicant shall provide percentages for the amount of landscaping and impervious surface areas to be developed which indicates compliance the 15% minimum standard. This condition is considered satisfied because 51 percent of the site would contain landscaping, wetlands buffer or wetlands areas. g. The applicant will provide an erosion control plan and construct necessary site improvements to the satisfaction of the Building Official, the City Engineer, the Unified Sewerage Agency and the Division of State Lands. The applicant will also obtain any necessary permits from the Division of State Lands related to proposed modifications to the natural area buffer or the wetlands. The project engineer Bill McMonagle indicates that less than 50 cubic yards of materials is to be moved within this reduced buffer area and that no fill is to be placed in the wetlands. The applicant will still need an erosion control permit from the Unified Sewerage Agency (USA) concerning any impacts to the wetlands area. I would suggest contacting Lee Walker with USA at 648 -8621. h. It is recommended that a rockery and /or retaining wall type structure(s) and replacement vegetation be provided along the site's frontage on SW Garrett Street to mitigate the reduction to the 25 foot buffer and prevent grading fill from being deposited into the wetlands area. Any such required improvements shall be designed and constructed to the satisfaction of the Building Official, the City Engineer and the Unified Sewerage Agency and the Division of State Lands. _See note above. I realize some of these conditions may be beyond the scope of services you are providing for the development of this site. It also appears that other conditions required by other departments are still outstanding. I have also forwarded a copy of this letter to Bill McMonagle who previously worked with on this development. Please feel free to contact me concerning this information. • 4. Page 3 Kenny Rogers Sincerely, Mark Roberts Associate Planner, AICP C: Bill McMonagle • June 14, 1995 r-4 �hig CITY OF TIGARD MNWR P Attention: Mathew Dolan OR EGON 233 SW Front Avenue_: Portland, OR 97204 Re: Tigard Kenny Rogers Site Dear Mr. Dolan; This letter is in response to the revised landscape plans you submitted on June 12, 1995. I have reviewed these plans for compliance with the Conditions of Approval for Site Development Review (SDR) 94 -0028. The majority of these conditions are still not resolved below I've listed the pertinent Planning Division conditions and their current status: a. The buffer area along the southerly property line shall be modified to provide the following: A minimum of 42 five gallon or 84 one gallon shrubs. The landscape plan shall also be modified to provide a minimum of one row of trees. The trees shall be planted in accordance with the spacing and species size requirements. The plan shall designate native ground cover materials where appropriate for remaining areas within the land use buffer. The plan shows 33 five gallon shrubs so an additional 12 will need to be provided. The plan provides a row of "Hogan Cedar" trees but not along the entire southerly buffer area several additional trees will need to be provided as additional screening from adjoining residential areas. The plan indicates that grass seed is to be provided for other areas. The plan should indicate the type of grass seed and its suitability for use in a wetlands environment. b. The site and /or landscape plan shall be revised to provide street trees in accordance with Section 18.100.035. The "Red Sunset Maples" which were provided meet the street tree standard. This condition of approval is satisfied. c. Provision of a minimum of one bicycle rack for each 15 required parking spaces. The site plan still needs to be modified to provide a minimum of two bike racks. d. The walkway which provides a connection to the building entrances of the restaurant to SW Pacific Highway shall be physically separated from motor vehicle traffic and parking by either a minimum six inch vertical separation (curbed) or a minimum three foot horizontal separation such that walkway shall be physically separated from vehicular traffic for distances greater than 36 feet. 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 • • 411 • Page 2 Kenny Rogers This walkway will require a slight adjustment to comply with this requirement. The walkways as shown comply with the requirement this condition is considered satisfied. e. 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. We will need a letter from Lenny Hing with Pride Disposal 625 -6177 approving the location, design and construction of the trash and recycling enclosure. f. The applicant shall provide percentages for the amount of landscaping and impervious surface areas to be developed which indicates compliance the 15% minimum standard. The plan should indicate the percentage of landscaping to impervious surface ratio. The areas to be left as natural areas can be included as landscaping for this calculation. g. The applicant will provide an erosion control plan and construct necessary site improvements to the satisfaction of the Building Official, the City Engineer, the Unified Sewerage Agency and the Division of State Lands. The applicant will also obtain any necessary permits from the Division of State Lands related to proposed modifications to the natural area buffer or the wetlands. We will need a copy of the permit approval or letter of authorization from the Division of State Lands (DSL) concerning any impacts to the wetlands area due to the proposed right -of -way work along the properties' SW Garrett Street frontage. This condition was primarily required because the right -of -way improvements will reduce the required buffer area below 25 feet. I would suggest contacting Bill Parks with DSL at (503) 378 -3805 ext 234. We will also need a similar permit or letter from the Unified Sewerage Agency (USA) concerning any impacts to the wetlands . area. I would suggest contacting Lee Walker with USA at 648- 8621. h. It is recommended that a rockery and /or retaining wall type structure(s) and replacement vegetation be provided along the site's frontage on SW Garrett Street to mitigate the reduction to the 25 foot buffer and prevent grading fill from being deposited into the wetlands area. Any such required improvements shall be designed and constructed to the satisfaction of the Building Official, the City Engineer and the Unified Sewerage Agency and the Division of State Lands. The letter from USA and DSL should discuss any such required methods of erosion control or wetlands buffering techniques. Page 3 Kenny Rogers I realize some of these conditions may be beyond the scope of services you are providing for the development of this site. It also appears that other conditions required by other departments are still outstanding. I have attached a copy of the complete staff report. The report includes the staff contacts assigned to review compliance with each of these conditions. I have also forwarded a copy of this letter to Bill McMonagle who I have previously worked with on this development. Please feel free to contact me concerning this information. Sincerely, 45 0 7 nIte. 41Afeat: Mark Roberts Assistant Planner, AICP C: Bill McMonagle • I NELSON I WELBORN I REIMANN I PARTNE• I/ MITI, MNWRIP To: C.i e a 72 Date: Cfj7 /55 Project Number: /! 74/2 c, s RECEIVED Project Name: /1,1'_7/i S 7,4,4,3;46 JUN 1 ' 1995 Regarding: /1i3. LAM it 44rj COMMUNITY DEVELOPMENT PLEASE NOTIFY US IMMEDIATELY AT (503) 225 -0822 IF THERE ARE ANY PROBLEMS RECEIVING THIS TRANSMISSION We Are Sending: These Are Transmitted: Copied To ?1 Attached ❑ For Your Info /File ❑ Facsimile ❑ As Requested Number of Pages Including Cover ❑ For Review and Comment ❑ ❑ Copies Description p / /� i; B K Ldr�.4(f,C.'rr P( — — 447 re2x )A) T/c/4_0n„ Comments: 1/11e—r it ? Sir :/LA YO A/7044` " Ka/2?,04 174) n 02 9 / 7 a 4'i irAi7f Y r G c t2 - A:zr.<E Signed PLANNERS ENGINEERS LANDSCAPE ARCHITECTS 233 SW FRONT AVE. I PORTLAND I OREGON I 97204 I 13'503.225.0822 I FAX 503.273.8353 111 II COMMUNITY NEWSPAPERS, INC. Legal P.O. BOX 370 PHONE (503) 684 -0360 ►� E C E H°Sf rZT 8 0 9 8 BEAVERTON, OREGON 97075 Legal Notice Advertising R 0 8 1995 • City of Tigard • ❑ Tearsheet Notice ' -1TY OF TIGARD 13125 SW Hall Blvd. • Tigard,Oregon 97223 • ❑ Duplicate Affidavit • • . , L 4ft AFFIDAVIT OF PUBLICATION ° STATE OF OREGON, COUNTY OF WASHINGTON, )ss' I, Kathy Snyder being first duly sworn, depose and say that I am the Advertising Director, or his principal clerk, of the Tigard- Tualatin l'imes a newspaper of general circulation as defined in ORS 193.010 and 193.020; published at Tigard in the afSite Develop and state_ 0 0 028/Kenny Rogers (MAP) • '.. Site Develop 94 0 Z / ., a printed copy of which is hereto annexed, was published in the `--- - entire issue of said newspaper for ONF, successive and ' "°',9, I consecutive in the following issues: . ; ' ' - - - p -- - February 2,1995 i I /. :. .41,L... • r • Subscribed and sworn to fore me this 2nd day o f Februar � - — ®,,. — ; y y �, � 7 .� ~ ° - a � ' C 7 : - 'tFA� SEAL � r ' w" R015ih�. A. 'BURGESS h' Ate. J ` - _ !4 - „ „II - , a ..... "•: NOTAY -F R!_(C - OREGON Notaryy blic for Oregon i COMMlSlilON NO. 024552 MY COMMISSION EXPIRES MAY 1G,1f,97 I My Commission Expires: .. ....o..,... --.. ; AFFIDAVIT • • • �--___ SITE DEVELOPMENT REVIEW (SDR) 94 -0028/ SENSITIVE LANDS REVIEW (SLR) 95 -0002 KENNY ROGERS ROASTER CORP./M.J. INVESTMENT COMPANY The Director has approved, subject to conditions, the following app'ica- tions: 1.) A Site Development Review to construct a 3,028 square foot restaurant with a drive- through window. 2.) A Sensitive Lands Review to delineate the wetlands on -site and provide a 25 foot buffer in accordance with the Community Development Code. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.62, 18.88, 18.96, 18.100, 18.102, 18.106, 18.108, 18.114, 18.120, 18.134, 18.150, and 18.164. ZONE: C -G (General Commercial) - The C' -G zone permits a range of major commercial goods and services. LOCATION: 13090 S.W. Pacific Highway (WCTM 2S1 02CB, tax lots 2400 and 2500). _ i •- _ 1 ir r. ��`— I r�r. !fp r ., 1.• geo �, / 11' 1 1 sir' s IV . •kg.•.. *: i +� � �. * j�I•i III__11 Q 11 .�� • 1 • Al ii.i. : VI— imm lir •••.7.. 4,..10.401.-.. •-,•1.-` • '4. .. 44 : ,2 ,:_ - ....," 1 , Nor dziew 311,7 :mom 16 ��. 1 r 1 • r�a r a ,. �" cwe l C .j �� A' h� . r 6 nillilks%2: Nu G ► ' X • The adopted finding of facts, decision, and statement of conditions can be obtained from the Planning Department, Tigard Civic Center, 13125 S.W. Hall Blvd., P.O. Box 23397, Tigard, Oregon 97223. The decision shall be final on February 15. 1995. Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code, which provides that a written ap- peal may be filed within 10 days after notice is given and sent. The dead- line for filing of an appeal is 3:30 P.M., February 15, 1995. TT8098 - Publish February 2, 1995. 2; • • CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 94 -0028 SENSITIVE LANDS REVIEW SLR 95 -0002 KENNY ROGERS ROASTERS APPLICATION: The applicant requests site development review approval to allow construction of a 3,028 square foot drive through restaurant. Zone: C - (General Commercial). Location: 13090 SW Pacific Highway (WCTM 2S1 02CB, tax lot 2400 and 2500). The site is located along the southerly side of SW Pacific Highway, at the southeasterly intersection of SW Garrett Street. SECTION I - DECISION: Notice is hereby given that the Planning Director for the City of Tigard has APPROVED the above request subject to certain conditions. The findings and conclusions on which the decision is based are noted in Section II. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT THE FOLLOWING CONDITIONS SHALL BE SATISFIED OR FINANCIALLY SECURED: 1. Standard half- street improvements, including concrete sidewalk, driveway apron, curb, asphaltic concrete pavement, storm drainage, streetlights, and underground utilities shall be installed along the SW Garrett Street frontage. Improvements shall be designed and constructed to local street standards and shall conform to the alignment of existing adjacent improvements or to an alignment approved by the Engineering Department. STAFF CONTACT: Michael Anderson, Engineering Department. 2. The applicant shall increase the existing sidewalk to an 8 feet width to comply with arterial street standards along SW Pacific Highway frontage. STAFF CONTACT: Michael Anderson, Engineering Department. 3. 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. 4. The applicant shall provide a copy of the boundary survey that shows the relationship of the property line and the existing curb line in SW Pacific Highway, to verify that there is sufficient right -of -way for the sidewalk addition. If the right -of -way is not sufficient, the applicant shall dedicate a minimum of 10 feet from the face of the existing curb line. The dedication shall be on City forms. The instructions and forms are available at the Public Counter. STAFF CONTACT: Diane Jelderks, Engineering Department. 5. The applicant should establish covenants, conditions and restrictions (CC & R's) for the site that provide for a future joint use and maintenance agreement for the future common driveway that will join the property to the north. The CC & R's should also provide for the maintenance of the on- site water quality facility. The CC & R's shall be approved by the Engineering Department prior to recording. STAFF CONTACT: Michael Anderson, Engineering Department. 6. 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 building permit. STAFF CONTACT: John NOTICE OF DECISION - SDR 94 - 0028 - KENNY ROGERS ROASTERS - PAGE 1 • Hagman, Engineering Department. 7. The design of the intersection revisions at SW Garrett Street and SW Pacific Highway, and the proposed driveway connection to SW Pacific Highway shall be approved by the City Engineer. STAFF CONTACT: Michael Anderson, Engineering Department. 8. The applicant shall pay the fees as established under the guidelines of Unified Sewerage Agency Resolution and Order No. 91 -47. NOTE: This is a two part fee which is paid at different times. The first part is paid with any associated public improvements which is for that portion of the development which increases the impervious area within the public right - of -way. The second part is paid at Building Permit issuance which is for each individual lot. 9. The applicant shall underground the existing overhead utilities along the site frontage of SW Pacific Highway, or pay the fee in -lieu of undergrounding. STAFF CONTACT: Michael Anderson, Engineering Department. 10. Washington County has established and the City has agreed to collect Traffic Impact Fees in accordance with Resolution No. 94 -18. The applicant shall pay the fee established for the proposed use. 11. The applicant shall provide a preliminary title report showing the recording data for the sewer that is located on the property or dedicate a new 15 foot wide easement. The dedication shall be on City forms. Instructions and forms are available from at the public counter. STAFF CONTACT: Diane Jelderks, Engineering Department. 12. Revised site /landscape plans and studies shall be submitted for review by the Planning Division, Staff Contact: Mark Roberts, Planning Division The revisions shall address the following: a. The buffer area along the southerly property line shall be modified to provide the following: A minimum of 42 five gallon or 84 one gallon shrubs. The landscape plan shall also be modified to provide a minimum of one row of trees. The trees shall be planted in accordance with the spacing and species size requirements. The plan shall designate native ground cover materials where approporiate for remaining areas within the land use buffer. b. The site and /or landscape plan shall be revised to provide street trees in accordance with Section 18.100.035. c. Provision of a minimum of one bicycle rack for each 15 required parking spaces. d. The walkway which provides a connection to the building entrances of the restaurant to SW Pacific Highway shall be physically separated from motor vehicle traffic and parking by either a minimum six inch vertical separation (curbed) or a minimum three foot horizontal separation such that walkway shall be physically separated from vehicular traffic for distances greater than 36 feet. This walkway will require a slight adjustment to comply with this requirement. e. 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. NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 2 • • f. The applicant shall provide percentages for the amount of landscaping and impervious surface areas to be developed which indicates compliance the 15% minimum standard. g. The applicant will provide an erosion control plan and construct necessary site improvements to the satisfaction of the Building Official, the City Engineer, the Unified Sewerage Agency and the Division of State Lands. The applicant will also obtain any necessary permits from the Division of State Lands related to proposed modifications to the natural area buffer or the wetlands. h. It is recommended that a rockery and /or retaining wall type structure(s) and replacement vegetation be provided along the site's frontage on SW Garrett Street to mitigate the reduction to the 25 foot buffer and prevent grading fill from being deposited into the wetlands area. Any such required improvements shall be designed and constructed to the satisfaction of the Building Official, the City Engineer and the Unified Sewerage Agency and the Division of State Lands. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO THE ISSUANCE OF OCCUPANCY PERMITS: 13. All site improvements shall be installed and maintianed pursuant to the revised site and landscape plans. STAFF CONTACT: Mark Roberts, Assistant Planner. IN ADDITION THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF THE COMMUNITY DEVELOPMENT CODE; THIS IS NOT AN EXCLUSIVE LIST 14. SECTION 18.164 STREET AND UTILITY IMPROVEMENT STANDARDS. Section 18.164.180 Notice to City Required Work shall not begin until the City has been notified in advance. If work is discontinued for any reason, it shall not be resumed until the City is notified. THIS APPROVAL IS VALID IF EXERCISED WITHIN EIGHTEEN MONTHS OF THE DATE OF THE FINAL DECISION. SECTION II. FINDINGS OF FACT 1. Backround: The site is presently undeveloped. The City has no previous records of development applications having been filed for this property. 2. Vicinity Information: The site is located on the south side of SW Pacific Highway at the south east corner of SW Garrett. The property is zoned C -G (General Commercial). Properties to the east and west are also zoned C -G. Properties to the south are zoned R -12 (Medium Density Residential). The surrounding properties are developed with a mixture of commercial and residential uses. 3. Site Information and Proposal Description: The site has street frontage on SW Garrett Street and SW Pacific Highway. The southerly portion of the site contains existing wetlands areas. The applicant requests approval of a 3,028 square foot drive through NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 3 • restaurant. 4. Other Staff Comments: The Engineering Department has reviewed this application and provided the following findings: Findings: 1. TRAFFIC: The applicant has submitted a traffic study prepared by Lancaster Engineering, dated November, 1994. The report examines the effects of the site generated traffic with respect to the SW Pacific Highway traffic and the intersection with SW Garrett Street. In addition, the report analyzes the proposed right -turn in /right -turn out driveway onto SW Pacific Highway. Based on the data collected and the estimated trip distribution, the report indicates that the intersection of SW Garrett Street and SW Pacific Highway will not be unduly affected by the increase in traffic, except that the southbound left turn from SW Pacific Highway into SW Garrett Street will decrease from a Level of Service C to D. The right -turn in /right -turn out driveway onto SW Pacific Highway will re- distribute the traffic from the street intersection to the driveway but the amount of traffic is too low to modify the level of service. With respect to the existing traffic signal, the report indicates that warrants justifying a change to the traffic signal operation are not satisfied at this time. The applicant should obtain an 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. It is recommended that the driveway incorporate a radius design per City Standards. In preliminary meetings with ODOT, the applicant has determined that ODOT will be requiring a median barrier to prohibit southbound left -turn movements from SW Pacific Highway into the new site driveway. The applicant has modified the site plan submitted to show the proposed median improvements. In the future, the driveway will also provide joint -use with the adjoining property to the east. 2. STREETS: The site plan shows access from both SW Garrett Street, a local street, and SW Pacific Highway, a State highway, an Arterial street as shown on the City Comprehensive Plan. SW Garrett Street has been improved on the west side of the street only. The applicant should be required to improve the one -half street improvements along the site frontage of SW Garrett Street. With respect to SW Pacific Highway, the existing improvements include curb, pavement and sidewalk, but the existing sidewalk is only five feet six inches wide. The standard for SW Pacific Highway is eight feet. The applicant should be required to widen the existing sidewalk to comply with arterial standards. In addition, the site plan shows a change in the right -of -way width which may require a dedication for the sidewalk widening. However, the existing traffic signal poles in the intersection of SW Garrett Street and SW Pacific Highway require a modified design to allow the construction of a longer radius for the northbound right -turn movement at the intersection. It is recommended that a "pork chop" island be constructed at the street intersection to protect the existing poles and allow the radius to increased to a minimum of 25 feet. The final design shall be approved by the City Engineer and ODOT. The existing power poles and overhead lines serving the area are located NOTICE OF DECISION - SDR 94 - 0028 - KENNY ROGERS ROASTERS - PAGE 4 • • along both sides of SW Pacific Highway and the applicant should place the facilities located along this highway frontage underground, or pay the fee in -lieu of undergrounding. 3. SANITARY SEWER: The existing 8 inch public sanitary sewer is located in both SW Garrett Street and in an easement along the northerly property line of the site. Each sewer has sufficient capacity to serve this development. The applicant should provide a preliminary title report to verify the recording data and location of the sewer easement. The applicant shall dedicate a 15 foot wide easement if the record information cannot be verified. 4. STORM SEWER: The site slopes to the existing drainage swale that crosses the property from south to north along the easterly boundary. A wetland has been identified and is shown on the applicant's site plan. The proposed site development will increase the amount of impervious area and the plan shows the proposed construction of a water quality facility to treat the flow from the impervious area prior to being deposited into the wetland. The Unified Sewerage Agency has established and the City has agreed to enforce (Resolution and Order No. 91 -47) Surface Water Management Regulations requiring the construction of on -site water quality facilities or fees in -lieu of their construction. The applicant's proposed on -site facility will comply with these regulations and should be maintained by the property owner. 5. Agency Comments: The Oregon Department of Transportation reviewed this proposal and provided the following comments: 1) The only permitted driveway on Highway 99W will be a right -in /right -out only driveway, with a median to enforce the restricted left- turning movements. 2) A permanent crossover easement with the adjacent property will be required prior to construction. In addition, joint access with the adjacent property must be provided, when the adjacent property redevelops in the future. Both the easement and joint access will lessen the need for vehicular traffic onto Highway 99W and, therefore, reduce safety hazards on this already congested road. 3) Curb and sidewalk improvements will be needed to be provided, as per ADA and ODOT current standards. 4) An ODOT permit will be required for the driveway, as well as any work performed in the state right -of -way. 5) On site detention will be necessary if the applicant proposes to connect to the state's drainage system. TRI -MET reviewed this application and provided the following written comments and a proposed alternative site plan to further address transit and pedestrian accessiblity: 1) The proposed site plan does a good job at identifying a continuous and direct pedestrian route along the building facade linking to the adjacent properties. I suggest relocating the northwest access to the site as shown on the attached plan. Also shown is a pedestrian scaled entrance element of SW Pacific Highway. NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 5 • • 2) Relocate the building closer to SW Pacific Highway by eliminating the parking between the building and the street as illustrated by the atahced plan. This minimizes the distance and amount of surface parking pedestrians must cross to enter the building. If needed, on site parking shown along SW Pacific Highway could be partially relocated on the southern end of the site. 3) Extend the building /awning as indicated on the plan to provide weather protection along the identified pedestrian route. 4) Where the pedestrian network crosses vehicle maneuvering areas, the crossing should be raised and delineated by a change in materials. Suggested materials are grided Bomanite with concrete edge strips. 5) Relocate the sidewalk at the eastern edge of the site farther east to allow for a landscaping buffer between the sidewalk and the driveway. This may require the developer to coordinate with the adjacent property owner to allow for sidewalk construction on their site. This provision could be included in the access provisions being negotiated bewtween the two property owners. 6) The 36 -foot wide SW Garrett Street driveway encourages cars to travel at higher speeds when entering the site, which is a hazard for pedestrians. The driveway access from SW Garrett should be reduced to either 28 feet or Tigard'd minimum commercial driveway width. 7) Relocate the building farther to the east in order to reduce the driveway width and to accomodate a landscape buffer along SW Garrett Street. 8) Provide street trees and low- growing landscaping along both SW Garrett Street and the SW Pacific Highway frontage as shown on the attached plan. The Water Department reviewed this application and stated that the developer will be responsible to adjust and update the existing fire hydrant. Also, a backflow prevention device (minimum of double check valve assembly) will need to be installed behind the water meter for property line protection. The Tualatin Valley Fire District reviewed this application and stated that access to the building from SW Garrett Street is not adequate for fire apparatus. The roadway to include parking on SW Garrett Street is only 17 feet. We require a minimum of 20 feet clear unobstructed roadway access. The Unified Sewerage Agency and provided the following comments: 1) A water quality facility is necessary. 2) A 25 foot undisturbed corridor must be preserved bewteen the wetlands and any physical improvement. The alignment location, width of the drive should be adjusted to preserve the buffer. 3) Will a retaining wall be constructed along the back of the new sidewalk on SW Garrett Street to prevent filling in the wetland, or will the wetland be modified to compensate? 4) Is there any 100 -year flood plain associated with this drainage? If so, is it the undesignated line shown on Sheet 2? 5) The wetland boundary differs greatly between Sheets 1 and 2. 6) Is the 36" pipe under SW Garrett Street of sufficient size to convey the 25 -year 24 hour storm event? ( Note that the floor of the restaurant will be flooded before water will crest the sidewalk and the road section.) The Advanced Planning Division noted that the proposed stripped pedestrian walkways exceed 36 feet in length across portions of the parking lot. NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 6 • • The Field Operations Division reviewed this proposal and stated that the Water Quality ponds needs to have direct access to it for maintenance purposes whether it is to be maintained by the City or not. The Building and Police Departments reviewed this application and have offered no comments or objections. No other comments have been recieved. SECTION III. ANALYSIS AND CONCLUSION COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECTIONS: Use Classification: The applicant is proposing to develop a vacant property with a restaurant to be developed with a drive - through service window. A restaurant with a drive - through use is a permitted use in the General Commercial Zoning District as provided in Section 18.62 (General Commercial) and as defined in Section 18.42 (Use Classifications). Minimum Lot Area: Section 18.62 states that there is no minimum lot area requirement in the General Commercial (C -G) Zoning District. The minimum lot width shall be an average of 50 feet for parcels in the C -G zoning district. The site is an existing parcel with an average width of approximately 170 feet which exceeds the standard. The site is approximately 1.23 acres. 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 18.100, 18.102, 18.106, 18.108, 18.114, 18.120, 18.150, and 18.164. The proposal's consistency with these Code Chapters is reviewed in the following sections. The proposal contains no elements related to the provisions of Code Chapters 18.92 (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. 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), 18.120.180.6 (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. Setback and Height: Section 18.64.050 states that there is no front yard setback. There is no side yard setback facing the street. The side and rear yard setback shall be 20 feet where a C -G zone abuts a residential zoning district. As indicated on the site plan, setback requirements are satisfied. The building also complies with the special setbacks requirement of the C -G zoning district which is 50 feet from the centerline of SW Pacific Highway. The maximum allowed building height is 45 feet. The proposed restaurant would not exceed a maximum height of 22 feet as designed and complies with the height requirement. Landscaping Plan: The C -G zone allows a maximum of 85% of the site to be covered with buildings and impervious surfaces. Section 18.100 requires that the applicant submit a landscape plan which provides landscaping for a minimum of 15% of the site. This applicant has submitted a plan indicating the number, type and location, and shrubs and ground cover to be provided. The applicant has not provided percentages for the amount of landscaping and impervious surface areas to be developed. Due to an existing wetlands area which is to be preserved in place the site is expected to greatly exceed the 15% requirement however the applicant shall provide precise calculations and revise the plan as necessary to comply NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 7 • with this standard. Street Trees: Section 18.100.035 states that all development projects fronting on a public street shall be required to plant street trees. Section 18.100.035 requires that street trees be spaced between 20 and 40 feet apart depending on the size classification of the tree at maturity (small, medium or large). The site has approximately 170 feet of frontage along SW Pacific Highway and 280 feet of frontage on SW Garrett Street. The landscape plan presently does not provide street trees along either frontage. The site and /or landscape plan shall be revised to provide street trees in accordance with Section 18.100.035. Screening: Special Provisions: Section 18.100.110(A) 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 preliminary landscape plan proposes a total of 20 parking lot trees to provide shade for the proposed 37 parking spaces which exceeds the minimum ratio of one tree for each seven parking spaces requirement. Landscape islands require a minimum of three feet of width. Landscaping shall be protected from vehicular damage by some form of wheel guard or curb. The applicant has provided landscape islands which vary between 3 and 25 feet in width. The landscape plan provides sufficient width, design and planter orientation such that the proposed plantings can be protected from damage by automobiles using the adjoining parking spaces. Buffer Matrix: Section 18.100.130 contains the buffer matrix to be used in calculating widths of buffering and screening to be installed between different types of land uses. The matrix indicates that where a commercial development abuts a residential zone the required buffer and screening width shall be 20 feet. The site abuts a residential area along the southerly property line. A 20 foot buffer and screening area is required along this property line to buffer adjoining residential land uses. This area contains an existing wetlands which is to be preserved. The wetlands including buffer areas the applicant has provided varies between 53 to 120 feet. To provide a land use buffer a portion of the 25 foot wetlands buffer shall be provided with landscaping designed to buffer the commercial use from the adjoining residential use. The minimum improvements within a buffer area are required to consist of the following: 1) At least one row of trees shall be planted. They shall be not less than 10 feet high for deciduous trees and five feet high for evergreen trees at the time of planting. Spacing of the trees depends on the size of the tree at maturity. In addition, at least •10 five gallon shrubs or 20 one gallon shrubs shall be planted for each 1000 square feet of required buffer area; 2) The remaining area shall be planted in lawn, groundcover or spread with bark mulch. A 20 foot buffer adjoining the wetlands equals an area of approximately 4,200 square feet. The applicant provided a row of Hogan Cedar trees which complies with the land use buffer screening requirements due to the spacing of the proposed Hogan Cedar species at maturity. These trees would be expected to partially screen the drive - through use from adjoining residential areas. The site and landscape plans shall be modified to provide the following: a minimum of 42 five gallon or 84 one gallon native shrub species determined to be compatible with the wetlands on -site. Remaining areas shall be planted with lawn or other acceptable groundcover. Visual Clearance Areas: Section 18.102 requires that a clear vision area shall be maintained on the corners of all property adjacent to intersecting right -of -ways or the intersection of a public street and a NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 8 • • private driveway. A clear vision area shall contain no vehicle, hedge, planting, fence, wall structure, 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 for the driveway on SW Garrett Street. The improvements proposed on the site plan comply with the requirement. A visual clearance area is the triangular area formed by measuring a 35 foot distance along the street right -of -way and the driveway and then connecting these two 35 foot distance points with a straight line for the driveway on SW Pacific Highway. The Planning Division will review the revised site and landscape plans through the Building Permit Plan Check process to confirm that all structures and landscape improvements comply with this standard. Minimum Off - Street Parking: Section 18.106 requires a minimum of one parking space for each 50 square feet of dining room area and one space for each two employees. The dining room area is approximately 1,472 square feet which requires 30 parking spaces. A maximum of 10 employees are expected on the largest shift which requires an additional 5 parking spaces. The proposed site plan provides 37 parking spaces which exceeds the 35 parking space minimum requirement. The Americans with Disabilities Act (ADA): Revised regulations became effective on January 26, 1992. The act requires a minimum of two disabled parking spaces if 26 to 50 parking spaces are required. This proposed site plan provides two disabled person parking spaces in compliance with the requirement. Bicycle Parking: Section 18.106 requires one bicycle parking rack for each 15 required parking spaces in any commercial development. Bicycle parking areas shall not be located within parking aisles, landscape areas, or pedestrian ways. The revised site plan shall provide bicycle parking in accordance with the ratio which is determined for the required parking spaces. The site plan does not presently provide bicycle racks. The revised site plan shall provide bicycle racks in accordance with the one for each fifteen required parking spaces ratio. Access: Section 18.108.080 requires that commercial and industrial uses which require less than 100 parking spaces provide one access with a minimum width of 30 feet and a minimum pavement width of 24 feet. The preliminary site plan shows the provision of one access onto SW Pacific Highway with right turn in and right turn out turning movements. The access provided is 30 feet in width with 24 feet paved minimum, thereby satisfying this requirement. The design of the driveway onto SW Pacific Highway is to be reviewed and approved by the Oregon Department of Transportation. Walkways: Section 18.108.050(A) requires that a walkway be extended from the ground floor entrance of the structure to the street which provides the required ingress and egress. The sidewalk shall be designed to minimize the distance in which pedestrian access must cross vehicle access driveways or parking lots. Such crossings shall be designed and located for pedestrian safety and to minimize conflicts. Required walkways shall be physically separated from motor vehicle traffic and parking by either a six inch minimum vertical separation (curbed) or a minimum three foot horizontal separation. Pedestrian walkways which cross traffic aisles are permitted for distances no greater than 36 feet when appropriate pavement markings, or contrasting pavement materials are used. Walkways shall also be a minimum of four feet in width, exclusive of vehicle overhangs and obtructions such as NOTICE OF DECISION - SDR 94 - 0028 - KENNY ROGERS ROASTERS - PAGE 9 • • mailboxes, benches, bicycle racks, and sign posts, and shall be in compliance with ADA standards. The walkway shown from the intersection of SW Garrett Street and Pacific Highway exceeds the 36 foot minimum to the - restaurants entrances. The walkway shall be designed such that the portion of the walkway crossing the paved parking lot area does not exceed 36 feet. Signs: Section 18.114 lists the type of allowable signs and sign area permitted in the C -G zone. All signage shall be reviewed through the sign permit process as administered by the Planning Division. Mixed Solid Waste and Recvclables Storage: Section 18.116 requires that new construction incorporates functional and adequate space for on -site storage and efficient collection of mixed solid waste and source separated recyclables prior to pick -up and removal by haulers. The applicant shall choose one of the following four methods to demonstrate compliance: Minimum standard, waste assessment, comprehensive recycling plan, or franchised hauler review and sign -off. The current enclosure appears to provide a waste disposal enclosure exclusively rather than a joint trash and recycling enclosure. The applicant shall submit evidence or a plan which indicates compliance with this section. It would also be recommended that the applicant contact Mr. Lenny Hing at 625 -6177, with Pride Disposal, in order review the design and location of the enclosure and provide the most cost effective solutions to daily site servicing needs. Transportation Planning Rule. The portion of the Transportation Planning Rule, which became effective May 8, 1994, that applies to this application is OAR 660 -12 -045 (4) and (5). This section states that new retail, office and institutional buildings at or near existing or planned transit stops to provide preferential access to transit through the following measures: a. Orienting building entrances to the transit stop or station; b. clustering buildings around transit stops; and, c. locating buildings as close as possible to transit stops. The intent of this requirement is to provide preferential access to transit by locating building entrances at a direct, safe, and convenient distance from the transit street and by removing other barriers to pedestrian access. Building entrances should be located in a way that allows a direct, safe and convenient pedestrian link between the development and the transit stop. New retail and office buildings located on transit streets should have at least one public entrance facing the transit street or, if not facing, be within a specified distance of the transit route. A combination of building orientation, distance and pedestrian amenities can work together to display and direct a person to an entrance. The applicant has provided a prinicpal building entrance which is visible from SW Pacific Highway which is the transit served street. The applicant has also proposed three separated walkways which provide direct access to both entrances. Because the applicant has requested a drive - through service aisle, the site must accomodate vehicle stacking for a minimum of 200 feet (10 cars) due to potential vehicle stacking problems during peak periods into adjoining public right -of -way. Vehicle stacking at peak periods would also be expected to impact pedestrian routes such as sidewalks to be developed along SW Garrett Street. The applicant is also limited in using other portions of the site for development purposes due to the requirement for wetlands preservation. Based on the size of the restaurant the site also requires a minimum of 35 parking spaces to serve the dining room area such that it is not feasible to locate the restaurant more closely to SW Pacific Highway and NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 10 • • simultaneously comply with all other development standards. For these reasons the building orientation and pedestrian amenities provide as direct, safe and convenient of pedestrian access as possible given the type of use which has been proposed. Sensitive Lands: Section 18.84.040(D) states that the Director shall approve or approve with conditions an application request for sensitive lands permit within wetlands based upon findings that all of the following criteria have been satisfied: 1. The proposed landform alteration or development is neither on wetland in an area designated as significant wetland on the Comprehensive Plan Floodplain and Wetland Map nor is within 25 feet of such a wetland. The site is within a wetland area but it is not designated as significant wetland on the Comprehensive Plan Floodplain and Wetland Map, nor is it within 25 feet of such a wetland. 2. The extent and nature of the proposed landform alteration or development will not create site disturbances to an extent greater than the minimum required for the use. The disturbance is the minimum disturbance necessary to accomodate the additional street width improvements to be constructed along the frontage of the subject property on SW Garrett Street. 3. Any encroachment or change in on -site or off -site drainage which would adversely impact wetland characteristics have been mitigated. It is recommended that a rockery and /or retaining wall structure and replacement vegetation be provided along the site's frontage on SW Garrett Street to mitigate the reduction to the 25 foot buffer and prevent grading fill from being deposited into the wetlands area. Any such improvements shall be designed and constructed to the satisfaction of the Building Official, the City Engineer and the Unified Sewerage Agency. 4. Where natural vegetation has been removed due to landform alteration or development, erosion control provisions of the Surface Water Management program of Washington County must be met and areas not covered by structures or impervious surfaces will be replanted in like or similar species in accordance with Chapter 18.100, Landscaping and Screening. As previously discussed, the minimal amount of vegetation loss expected with construction will be replaced within the buffer area. All required erosion control measures shall also be taken during construction. 5. All other sensitive lands requirements of this chapter have been met. Other sensitive lands requirements have been met as addressed in this report. 6. The provisions of Chapter 118.150, Tree Removal, shall be met. No trees larger than six inches in diameter will be removed for this project, therefore this provision does not apply. 7. Physical Limitations and Natural Hazards, Floodplains and Wetlands, Natural Areas, and Parks, Recreation and Open Space policies of the Comprehensive Plan have been satisfied. Development of the street is not expected to create irreversible impacts to the wetlands area. The applicant will provide an erosion control plan and construct neceesary site improvements to the satisfaction of the Building Official, the City Engineer and the Unified Sewerage Agency. The applicant will also obtain any necessary permits from the Division of State Lands related to modiciations to the wetlands. The wetlands does not include any 100 -year floodplain areas. This wetlands is not designated as a portion of the Recreation and Open NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 11 i Space System as identified within the Park and Trail Master Plan and the Comprehensive Plan. Policy 3.5 of the Comprehensive Plan states that small open space areas such as this should be preserved for their open space and asthetic values. The applicant has proposed to preserve the wetlands and encroach into the buffer to the least extent possible ' in order to construct required street improvements to serve the larger area as planned through the development of the local street network. The wetlands is also not a significant wetlands area as identified within the Natural Features Element of the City's Comprehensive Plan. SECTION V. PROCEDURE 1. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant and owners XX Owners of record within the required distance XX Affected government agencies rT r� 2. Final Decision: THE DECISION SH y�BE FINAL o1 EB 1 5 '199.p7NLESS AN APPEAL IS FILED. 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the City Recorder within 10 days after notice is given and sent. Appeal fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Blvd., Tigard, Oregon. r , The deadline for filing of an appeal iks p.m. 4. Questions: If you have questions, please call City of Tigard Planning Department (639- 4171), City of Tigard City Hall, 13125 SW Hall Blvd., Tigard, Oregon 97223 -- FEB ®3 1995 PREPARED B': Mark Roberts DATE Assistant Planner APPR.VED BY: - ichard Bewers'7'ff DATE Senior Planner NOTICE OF DECISION - SDR 94 -0028 - KENNY ROGERS ROASTERS - PAGE 12 " • • I _ • & H. eta t v 1 S a rz. � :� , --ve :• ''•'� • 'V % / - i t EIS - � 'II I i' III was 1 � Y c `�� 4 � � �'' r ',IL •• . /.. i iiiiamci. , A s • *** - ■ 1 it woo milipP 44 ?4, •, 44fr 0 1— g 1 Ifirsivp;0•42 1 1► tee' ► t • 1 1 .1+., �, �, O a. �^,`.� ,4 �. J w ..,,, - I*. . ■ ■► „....■■ P4.. �r „"��•! '� 4 .t 4., I. - � � W . 11111 SITE » �� • : ' ` ` i i i; •' ' l z � l , � � ■■� l•• 11111 Roomy! � �� '- � i V � �:�� 1 * ii ;r ji ■■■■ ...1 � � f 4 , � � , . �� 0 �� `` 1111111111113 mom ■ ° 14i- ' : ._ w ,� � � i � � �■►� - . 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I I Clt LI 4 .... , , ,„..... , , 24 ........ _ . . . . . . . , , mr- / / \ 1 N. UMW / /// / NATURAL AREA ,Rf1 I O / wE1LAN0 BUFFER ' / PLOT PLAN NO. EXHIBIT MAP SDR 94 -0028 SLR 95 -0002 MEMORANDUM CITY OF TIGARD, OREGON TO: Mark Roberts January 30, 1994 FROM: Michael Anderson, Developmen eview Engineer RE: SDR 94 -0028 KENNY ROGERS Description: The applicant proposes to construct a 3,208 square foot drive - through restaurant on a 1.23 acre site at the south east corner of SW Pacific Highway and SW Garrett Street. Findings: 1. TRAFFIC: The applicant has submitted a traffic study prepared by Lancaster Engineering, dated November, 1994. The report examines the effects of the site generated traffic with respect to the SW Pacific Highway traffic and the intersection with SW Garrett Street. In addition, the report analyzes the proposed right -turn in /right -turn out driveway onto SW Pacific Highway. Based on the data collected and the estimated trip distribution, the report indicates that the intersection of SW Garrett Street and SW Pacific Highway will not be unduly affected by the increase in traffic, except that the southbound left turn from SW Pacific Highway into SW Garrett Street will decrease from a Level of Service C to D. The right -turn in /right -turn out driveway onto SW Pacific Highway will re- distribute the traffic from the street intersection to the driveway but the amount of traffic is too low to modify the level of service. With respect to the existing traffic signal, the report indicates that warrants justifying a change to the traffic signal operation are not satisfied at this time. The applicant should obtain an 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. It is recommended that the driveway incorporate a radius design per City Standards. In preliminary meetings with ODOT, the applicant has determined that ODOT will be requiring a median barrier to prohibit southbound left -turn movements from SW Pacific Highway into the new site driveway. The applicant has modified the site plan submitted to show the proposed median improvements. In the future, the driveway will also provide joint -use with the adjoining property to the east. ENGINEERING COMMENTS: SDR 94 -28 KENNY ROGERS PAGE 1 • • • 2. STREETS: The site plan shows access from both SW Garrett Street, a local street, and SW Pacific Highway, a State highway, an Arterial street as shown on the City Comprehensive Plan. SW Garrett Street has been improved on the west side of the street only. The applicant should be required to improve the one -half street improvements along the site frontage of SW Garrett Street. With respect to SW Pacific Highway, the existing improvements include curb, pavement and sidewalk, but the existing sidewalk is only 5 feet 6 inches wide. The standard for SW Pacific Highway is 8 feet. The applicant should be required to widen the existing sidewalk to comply with arterial standards. In addition, the site plan shows a change in the right -of -way width which may require a dedication for the sidewalk widening. However, the existing traffic signal poles in the intersection of SW Garrett Street and SW Pacific Highway require a modified design to allow the construction of a longer radius for the northbound right -turn movement at the intersection. It is recommended that a "pork chop" island be constructed at the street intersection to protect the existing poles and allow the radius to increased to a minimum of 25 feet. The final design shall be approved by the City Engineer and ODOT. The existing power poles and overhead lines serving the area are located along both sides of SW Pacific Highway and the applicant should place the facilities located along this highway frontage underground, or pay the fee in -lieu of undergrounding. 3. SANITARY SEWER: The existing 8 inch public sanitary sewer is located in both SW Garrett Street and in an easement along the northerly property line of the site. Each sewer has sufficient capacity to serve this development. The applicant should provide a preliminary title report to verify the recording data and location of the sewer easement. The applicant shall dedicate a 15 foot wide easement if the record information cannot be verified. 4. STORM SEWER: The site slopes to the existing drainage swale that crosses the property from south to north along the easterly boundary. A wetland has been identified and is shown on the applicant's site plan. The proposed site development will increase the amount of impervious area and the plan shows the proposed construction of a water quality facility to treat the flow from the impervious area prior to being deposited into the wetland. The Unified Sewerage Agency has established and the City has agreed to enforce (Resolution and Order No. 91 -47) Surface ENGINEERING COMMENTS: SDR 94 -28 KENNY ROGERS PAGE 2 • . • Water Management Regulations requiring the construction of on- site water quality facilities or fees in -lieu of their construction. The applicant's proposed on -site facility will comply with these regulations and should be maintained by the property owner. Recommendations: PRIOR TO THE ISSUANCE OF A BUILDING PERMIT THE FOLLOWING CONDITIONS SHALL BE SATISFIED OR FINANCIALLY SECURED: 1. Standard half- street improvements, including concrete sidewalk, driveway apron, curb, asphaltic concrete pavement, storm drainage, streetlights, and underground utilities shall be installed along the SW Garrett Street frontage. Improvements shall be designed and constructed to local street standards and shall conform to the alignment of existing adjacent improvements or to an alignment approved by the Engineering Department. STAFF CONTACT :Michael Anderson,Engineering Department (639 -4171) 2. The applicant shall increase the existing sidewalk to an 8 feet width to comply with arterial street standards along SW Pacific Highway frontage. STAFF CONTACT :Michael Anderson,Engineering Department (639 -4171) 3. 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). 4. The applicant shall provide a copy of the boundary survey that shows the relationship of the property line and the existing curb line in SW Pacific Highway, to verify that there is sufficient right -of -way for the sidewalk addition. If the right -of -way is not sufficient, the applicant shall dedicate a minimum of 10 feet from the face of the existing curb line. The dedication shall be on City forms. The instructions and forms are available at the Public Counter. STAFF CONTACT: Diane Jelderks, Engineering Department(639 -4171) 5. The applicant should establish covenants, conditions and restrictions (CC & R's) for the site that provide for a future joint use and maintenance agreement for the future common driveway that will join the property to the north. The CC & R's should also provide for the maintenance of the on -site water quality facility. The CC & R's shall be approved by the Engineering Department prior to recording. STAFF CONTACT: Michael Anderson, Engineering Department (639 -4171) ENGINEERING COMMENTS: SDR 94 -28 KENNY ROGERS PAGE 3 • 6. 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 building permit. STAFF CONTACT: John Hagman, Engineering Department (639- 4171). 7. The design of the intersection revisions at SW Garrett Street and SW Pacific Highway, and the proposed driveway connection to SW Pacific Highway shall be approved by the City Engineer. STAFF CONTACT: Michael Anderson, Engineering Department (639 -4171) 8. The applicant shall pay the fees as established under the guidelines of Unified Sewerage Agency Resolution and Order No. 91 -47. NOTE: This is a two part fee which is paid at different times. The first part is paid with any associated public improvements which is for that portion of the development which increases the impervious area within the public right -of -way. The second part is paid at Building Permit issuance which is for each individual lot. 9. The applicant shall underground the existing overhead utilities along the site frontage of SW Pacific Highway, or pay the fee in- lieu of undergrounding. STAFF CONTACT: Michael Anderson, Engineering Department (639 -4171) 10. Washington County has established and the City has agreed to collect Traffic Impact Fees in accordance with Resolution No. 94- 18. The applicant shall pay the fee established for the proposed use. 11. The applicant shall provide a preliminary title report showing the recording data for the sewer that is located on the property or dedicate a new 15 foot wide easement. The dedication shall be on City forms. Instructions and forms are available from at the public counter. STAFF CONTACT: Diane Jelderks, Engineering Department (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 18.164 STREET AND UTILITY IMPROVEMENT STANDARDS. Section 18.164.180 Notice to City Required Work shall not begin until the City has been notified in advance. If work is discontinued for any reason, it shall not be resumed until the City is notified. APPROVED: 0 Randall R. Wooley, 40'ty Engineer N: \ENGINEER \SDR94- 28.mja ENGINEERING COMMENTS: SDR 94 -28 KENNY ROGERS PAGE 4 Jiego RECEIVED January 30, 1995 City of Tigard Planning Dept. JAN 3 1994 DEPARTMENT OF 13125 SW Hall Boulevard COMMUNITY DEVELOPMEN TRANSPORTATION Tigard, OR 97223 Region 1 Attention: Mark Roberts Subject: SDR 94- 0028NAR 94 -0016, Kenny Rogers FILE CODE: ODOT has reviewed the subject application and has discussed this proposed development with both city staff and the developers' representatives. Since the applicant proposes to access Highway 99W, we have comments regarding this development application. Our comments are: • The only permitted driveway on Highway 99W will be a right -in /right -out only driveway, with a median to enforce the restricted left- turning movements. • A permanent crossover easement with the adjacent property will be required prior to construction. In addition, joint access with the adjacent property must be provided, when the adjacent property redevelops in the future. Both the easement and joint access will lessen the need for vehicular traffic onto Highway 99W and, therefore, reduce safety hazards on this already congested road. • Curb and sidewalk improvements will need to be provided, as per ADA and ODOT current standards. • An ODOT permit will be required for the driveway, as well as any work performed in the state right -of -way. • On -site detention will be necessary if the applicant proposes to connect to the state's drainage system. Thank you for the opportunity to share our comments. If you have any questions, please call me at 731 -8232. i valuity z au rie Nich //L Development Review Planner 174011"."1, .. cc: Sam Hunaidi, District 2A Permit Specialist 123 NW Flanders Portland, OR 97209 -4037 (503) 731 -8200 734 -1850 (11 -94) FAX (503) 731 -8259 REQUEST FOR COMMENTS , ;.�I CITY OF TIGARD OREGON TO: .' ` ��. .i1 I) S DATE: J 2/ 6/4 FROM: Tigard Planning Department STAFF CONTACT: n 12.613 g g P (Y)t 13 '�� (503) 639 -4171 RE: SITE DEVELOPMENT REVIEW (SDR) 94- 0028/VARIANCE (VAR) 94 -0016 M.J. INVESTMENT COMPANY A request for Site Development Review approval to construct a 3,028 square foot restaurant with a drive - through window. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.62, 18.96, 18.100, 18.102, 18.106, 18.108, 18.114, 18.120, 18.134, 18.150 and 18.164. LOCATION: 13090 S.W. Pacific Highway (WCTM 2S1 12CB, tax lots 2,400 and 2,500.) ZONE: CG (General Commercial) - The CG zone permits a range of major commercial goods and services. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by January 09, 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. 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: Ctt1 MAi OrJJAstkk..€ CS f #J > (r3 �.1. C4 E:vlcrstJ i r ocor) N5 -tom g6 Ac.C— 5 t v\\ � i ?A- ..K Pike I U jz O -74✓Fa_ oxlmwuG.0, erJ usfA- - oC� Name of Person Commenting: Phone Number: • • KENNY ROGERS ROASTERS CORPORATION RESTAURANT PROJECT OVERVIEW AND WETLAND BUFFER AND DRIVE THROUGH STACKING DISTANCE VARIANCE REVISED: December 27, 1994 LOCATION: The proposed restaurant will be located at the N.E. corner of S.W. Pacific Highway and S.W. Garrett Street, on Tax Lots 2400 and 2500 as shown on Tax Map 2S- 1 -2 -CB. EXISTING SITE CONDITIONS: The site is presently vacant. The major trees are shown on the grading and E.S.C. plan as are the contours of the existing ground, the proposed finish grade of the parking areas and the building. As can be seen the site slopes away from Pacific highway and Garrett street and naturally drains towards the existing drainage course along the easterly boundary of the site. NEIGHBORHOOD REVIEW - CONCERNS: The site was posted and mailings to all properties affected were accomplished on October 14, 1994. A meeting at Tigard City Hall was held on October 31, 1994 to discuss the project and answer questions. Three primary concerns were discussed, traffic and the drive through menu speaker volume. The first traffic question concerned the impact on Garrett Street. When the people in attendance were shown the traffic study and the small amount of non peak traffic generated they were pleased. Also the neighborhood group supported the access from the highway and they were told that we would try to accomplish this access. The second traffic question revolved around the existing most westerly driveway to the medical clinic across Garrett Street from the site. It was agreed by all in attendance that this driveway is a hazard to traffic turning off of the highway on to Garrett Street do to the proximity of the driveway to the highway being so close that a car must slow down to make the turn into the driveway and leaves someone following with their car protruding out into highway traffic. The other condition is a car entering Garrett Street from the driveway not having enough room to turn in behind only one car waiting at the intersection to turn onto the highway, this blocks traffic from the highway turning onto Garrett and leaves them partially in the highway traffic lane which is an extreme hazard. The medical clinic has another existing driveway near the east boundary of their property which serves the entire site. The neighborhood group recommends that the driveway closet to the Page 1 • • highway be closed, although they recognized that it is not part of this application. The third traffic condition concerning the neighborhood is that the medical clinic is using Garrett street as a parking lot for their employees and patrons. This condition causes traffic backup problems from cars leaving the highway and they feel that the city should eliminate the parking along the commercial frontage. The neighborhood group was assured that the speaker volume would be kept at a low volume in conformance with the city noise requirements and good neighborhood relations. TYPE OF RESTAURANT FACILITY — VARIANCE TO THE DRIVE THROUGH WINDOW AUTOMOBILE STACKING DISTANCE: The Kenny Rogers Roasters restaurant is a casual family sit down type facility. The main food selection is their special method of preparing Roasted chicken over an open wood fired flame. The ordering of the food is cafeteria style with many selections of various style food to choose from. There will be a drive through window for pick up of phone in orders or small orders from the drive through menu. The drive through window offers a convenience to the customers that want to pick up a meal for the family and take it home rather than getting dressed up to go out to eat. It has been found that approximately 17 percent of the food business is transacted at the drive through window. As a comparison a fast food outlet would conduct about 45 percent of their business at the drive through window. This amounts to 2.7 times less drive through traffic that a fast food outlet. The city recommended automobile stacking distance for a fast food drive through facility is 200 feet. It is proposed that this restaurant provide 180 feet of stacking distance, which is only one car less than the theoretical standard. Considering the above percentages of comparative use only 75 feet would be required. As noted above the difference in the drive through percentage of this facility in comparison to a fast food facility it seems reasonable that the 180 foot waiting line meets the intentional functional standard. SIGNS: A copy of the proposed sign types are enclosed with the application. The location of the signs is shown on the site plan. BUILDING TYPE: Copies of the floor plans and exterior views of the proposed building are enclosed. Page 2 • • Color photos of the building interior and exterior are provided to show how the actual type of restaurant facility will look, complementing the business community and the general neighborhood. AREA LIGHTING: Lighting shall be mounted on 20 foot high aluminum poles with fixtures positioned in such a manner as to direct the light down onto the parking areas and entrances. The lighting will be directed away from the existing residential land and the highway. WETLANDS - VARIANCE TO THE 25 FOOT BUFFER REQUIREMENT: The driveway location from Garrett street has been positioned as far east as possible to provide for the maximum west bound traffic stacking distance access to S.W. Pacific Highway, thereby reducing the impact on traffic by the turning movements into the site. The site westerly of the existing drainage course was previously cleared and graded by others, this operation removed much of the native vegetation that would normally have been part of the buffer area. The portion of the site easterly of the proposed driveway entrance from Garrett street is an existing drainage course, partial wetland and upland area. The wetland has been field delineated, the boundary and buffer area of which is shown on the site plan. As can be seen on the site plan there is a large triangular upland area titled "Natural Area, Wetland Buffer" between the wetland boundary and the east property line. The upland area contains 2740 square feet outside of the 25 foot buffer area, all of which will be left in it's existing natural condition to compensate for the small reduction of the buffer area from 25 feet to 17 feet to allow the construction of the driveway entrance as shown on the site plan. The reduced buffer area amounts to 288 square feet. The compensating upland buffer area is 9.50 times the reduction area. The area westerly of and along the wetland boundary is presently volunteer field grass. It is proposed that this area be landscaped as shown on the landscape plan to improve the buffer area vegetation. WATER QUALITY FACILITY: A water quality facility will be constructed in the N.E. portion of the usable area of the site as shown. All impervious surface drainage from the site will be collected and routed through this facility. LANDSCAPING: A landscaping plan meeting the city requirements has been prepared copies of which are included. Page 3 • SITE ACCESS - TRAFFIC CONSIDERATIONS - PUBLIC IMPROVEMENTS: A traffic study has been completed and copies are provided as part of this proposal. The highway department has also been provided copies of the study. Ingress and egress from S.W. Garrett Street will be provided as shown via a concrete driveway approach. Garrett street will be improved by expanding the pavement section to 17 feet from centerline and construction curbs and sidewalks to City standards. Access from S.W. Pacific Highway has been agreed to by the Highway department in the manner shown. This access will be limited to a right into the site and a right out from the site. To eliminate traffic from the site trying to cross the highway traffic lanes to go south, a concrete island will be constructed and striping will be accomplished as shown on the site plan. The adjacent owner to the North was contacted by the Kenny Rogers Roasters Corporation to consolidate the access point from the highway for both facilities, this proposal did not meet with favorable results. As shown an access easement in favor of the facility to the north will be provided to facilitate future combining of highway access. All parking for the restaurant will be on site. The number of parking stalls exceeds the city minimum requirements. PUBLIC SERVICE FACILITIES: City of Tigard Sanitary sewer, Water supply and Storm drainage systems are adjacent to the site and are available. General Telephone, Portland General Electric, Northwest Natural Gas and cable television are available to serve the site. Page 4 • r 4' X 8' Low Prot Si - square coms • • • • • • .. A • •, Wood Fire Roasted Chicken . , • .. ; wad ` • ? " \ 2S ` yCti .' ar S ) J K �' `'n oi t h..�.� x ., y . y . $ „,',..eft � f • • Y- „,,r'� fi �` • „j 9 `�'.. �3' .f -� Y.. Y•t^ Y `,: ,kv 1 n. 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Sca?, 2 '8" = 1 Cr Design No. 9203 - K - (G) • , ?QS:, rh.habie &lies & Servitr. Reused 4/7'93 01/30/95 13:05 $5037318259 ODOT - REGION 1 a001/001 Poet- tc brand. Fax Transmittal Memo 7670 No. otPages • �oday'sDate lime - . 30 TO , From company _.{ v • company .. ... : . : :.. , Location Location Charlie . - Fax # p Tele hone . . M �% y_ 4E:2 7 D Fax # Tblaphone # Comments Original Disposition: ❑Destroy El Return Call T�r pickup Orego January 30, 1995 City of Tigard Planning Dept. DEPARTMENT OF 13125 SW Hall Boulevard TRANSPORTATION Tigard, OR 97223 Region 1 Attention: Mark Roberts Subject: SDR 94- 0028NAR 94 -0016, Kenny Rogers FILE CODE: ODOT has reviewed the subject application and has discussed this proposed development with both city staff and the developers' representatives. Since the applicant proposes to access Highway 99W, we have comments regarding this development application. Our comments are: • The only permitted driveway on Highway 99W will be a right -in /right -out only driveway, with a median to enforce the restricted left- turning movements. • A permanent crossover easement with the adjacent property will be required prior to construction. In addition, joint access with the adjacent property must be provided, when the adjacent property redevelops in the future. Both the easement and joint access will lessen the need for vehicular traffic onto Highway 99W and, therefore, reduce safety hazards on this already congested road. • Curb and sidewalk improvements will need to be provided, as per ADA and ODOT current standards. • An ODOT permit will be required for the driveway, as well as any work performed in the state right -of -way. • On -site detention will be necessary if the applicant proposes to connect to the state's drainage system. Thank you for the 0000rtt inity to charA r1, tr nnmmarr +c If tine, - rr -•--•••v ._ _.._... _... ......... n �vaJ uvc: arty questions, please call me at 731 -8232. aurie Nicholson Development Review Planner cc: Sam Hunaidi, District 2A Permit Specialist �. .;_t. 123 NW Flanders Portland, OR 97209 -4037 (503) 731 -8200 7344850 (11 -94) PAX (503) 731 -8259 TRI -MET ENGINEERING TEL :503- 239 -2281 Jan 12 95 17 08 No.016 P.01 • • ( 8(.1) TRI -MET 710 NE Holladay Street. Portland, OR 97232 FACSIMILE TRANSMITTAL DATE: ` ',go- TO: Zbevb CO: FAX #: ( 12 • FROM: 161 " CO: TRI -MET TRANSIT DEVELOPMENT FAX: (503) 239 - 2281 TEL #: (503) 239-6710' 14, THIS TRANSMITTAL CONSISTS OF eA.GE(S), INCLUDING THIS COVER PAGE. • .TRI -IIET ENGINEERING TEL :503- 239 -2281 Jan 12 95 17:09 No.016 P.02 • CAD TRI -MET • TECHNICAL SERVICES DIVISION 710 N.E. HOLLADAY STREET PORTLAND, OREGON 97232 (503) 239 -2100 FAX (503) 239 -2280 • January 11, 1995 • Mark Roberts City of Tigard Community Development • 13125 SW Hall Boulevard Tigard, OR 97223 • RE: Kenny Rogers Roaster, SDR 94 -0028 /VAR 94 -0016 Dear Mark; Tri -Met appreciates the opportunity to comment on the proposed Kenny Rogers Roasters at SW Pacific Highway and SW Garrett Street. The site is served by transit along Pacific Highway with 15- minute and better transit frequency during the peak hour, and half - hourly midday service and Saturday and Sunday service. The site lies half way between bus stops at. Park Street and Frewing Street which support a moderate number of transit customers at these stops. Because of the proximity of the proposed Kenny Rogers to the major transit corridor along Pacific Highway, it is critical that the building respond to existing and future pedestrian activity in the vicinity. The following comments respond to the requirements from the Transportation Planning Rule that new developments must orient to existing transit stops and that they provide safe and convenient pedestrian linkages to nearby destinations such as shopping centers and residential areas. The attached plan illustrates the following suggested changes to the plan to create more continuous and direct routes for pedestrians. The routes connect the building to primary pedestrian destinations including Pacific Highway and nearby retail uses. 1) The proposed plan does &good job at identifying a continuous and direct pedestrian route along the building facade linking to the adjacent properties. I suggest relocating the northwest access to the site as shown on the attached plan. Also shown is a pedestrian- scaled entrance element on Pacific Highway. 2) Relocate the building closer to Pacific Highway by eliminating the parking between the building and the street as illustrated on the attached plan. This minimizes the distance and amount of surface parking pedestrians must cross to enter the building. If needed, on -site parking shown along Pacific Highway could be partially relocated on the southern end of the site. TRI- COUNTY METROPOLITAN TRANSPORTATION DISTRICT OF OREGON .TRI -MET ENGINEERING TEL :503- 239 -2281 Jan 12 95 17 09 No.016 P.03 • • 3) Extend the building overhang /awning as indicated on the plan to provide weather protection along the identified pedestrian route. 4) Where the pedestrian network crosses vehicle maneuvering areas, the crossing should he raised and delineated by a change in materials. Suggested materials are grided Bomanite with concrete edge strips. • 5) Relocate the sidewalk at the eastern edge of the site farther east to allow for a landscaping buffer between the sidewalk and the driveway. This may require the developer to coordinate with the adjacent property owner to allow for sidewalk construction on their site. This provision could be included in the access provisions being negotiated between the two property owners. 6) The 36 -foot wide Garret Street driveway encourages cars to travel a higher speeds when entering the site, which is a hazard for pedestrians. The driveway access from Garrett Street should be reduced to either 28 feet or Tigard's minimum commercial driveway width. 7) Relocate the building farther to the east in order to reduce the driveway width and to accommodate a landscape buffer along Garrett Street. 8) Provide street trees and low- growing landscaping along both the Garrett. Street and Pacific Highway frontages as shown on the attached plan. Please call me at 239 -6716 if you have any questions. Sincerely. Kimber y Knox, Project Coordinator cc: Laurie Nicholson, ODOT ,TRI -DIET ENGINEERING TEL :503- 239 -2281 Jan 12 95 17:10 No.016 P.04 • • • f A G i# l G f7 1 5 1^ w a y • I r : .. . • mil : �- • gl j,_ .., N MI Pi r , • I , • . r 1 ..,. : .r .16 i A A i ;.. _ 1 1 1 . . , , .. . ..___. i ) I —, — — _, 1 t• : t.' t ji t it i 0 t ft .---.-- 1 REQUEST FOR COMMENTS CITY OF TIGARD OREGON TO: . /. .' L !VI DATE: GU 3D 9/ FROM: Tigard Planning Department STAFF CONTACT: `/ P./�nI (503) 639 -4171 RE: SITE DEVELOPMENT REVIEW (SDR) 94- 0028/VARIANCE (VAR) 94 -0016 M.J. INVESTMENT COMPANY A request for Site Development Review approval to construct a 3,028 square foot restaurant with a drive - through window. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.62, 18.96, 18.100, 18.102, 18.106, 18.108, 18.114, 18.120, 18.134, 18.150 and 18.164. LOCATION: 13090 S.W. Pacific Highway (WCTM 2S1 12CB, tax lots 2,400 and 2,500.) ZONE: CG (General Commercial) - The CG zone permits a range of major commercial goods and services. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by January 09, 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. 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: YuE `7EvE'wpi2 wit t.., Po iat.� T ,420jus Alva UP0,9 -rE 33uS-7-2akz o 14-yoaA4a -r. , A- BA6EFl oi.J PREmexn- /cn1 i) v,cE" (t-T'u/'nin of 1Dow81.6 (J4ECL V4-LVC lissemotE-) AJFEn T ZE AVSTA i D 7 6" 4-bare ? /#/67'6',x. lL Pleop w..7 y %j&r OFzTtOn / . Name of Person Commenting: /%/Nfr/tli2. Phone Number: X 5,75- ♦ • '/ ` 1111 , REQUEST FOR COMMENTS ..4,... . CITY OF TIGARD OREGON A i TO: I L dik III Al „ I DATE: I qd t FROM: Tigard Planning Department STAFF CONTACT: LI /1 A 07.4 (503) 639 -4171 RE: SITE DEVELOPMENT REVIEW (SDR) 94- 0028/VARIANCE (VAR) 94 -0016 M.J. INVESTMENT COMPANY A request for Site Development Review approval to construct a 3,028 square foot restaurant with a drive - through window. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.62, 18.96, 18.100, 18.102, 18.106, 18.108, 18.114, 18.120, 18.134, 18.150 and 18.164. LOCATION: 13090 S.W. Pacific Highway (WCTM 2S1 12CB, tax lots 2,400 and 2,500.) ZONE: CG (General Commercial) - The CG zone permits a range of major commercial goods and services. • Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by January 09, 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. 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: :6 \--7 . Ke i N N . Name of Person Commenting: ie, L, �G /L, Phone Number: Z CJ/ Q C) • • REQUEST FOR COMMENTS ;w CITY OF TIGARD OREGON • i TO: , 10-( L .� Obl.t. �' DATE: D �. D q FROM: Tigard Planning Department STAFF CONTACT. AC( e (503) 639-4171 RE: SITE DEVELOPMENT REVIEW (SDR) 94- 0028/VARIANCE (VAR) 94 -0016 M.J. INVESTMENT COMPANY A request for Site Development Review approval to construct a 3,028 square foot restaurant with a drive - through window. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.62, 18.96, 18.100, 18.102, 18.106, 18.108, 18.114, 18.120, 18.134, 18.150 and 18.164. LOCATION: 13090 S.W. Pacific Highway (,Wg . , tax lots 2,400 and 2,500.) ZONE: CG (General Commercial) lx s' a range of major commercial goods and services. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by January 09, 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. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact L of our office. Please refer to the enclosed letter. 1 Written comments: 4C6 6'SS b �d� ( /Los •� J t J , CJ/ 1 ATy- .S5 , s Jl /J 7 01 " ?sit- /o rt O1-4.1 1 / / , . /e 4i) .a -7;C Z c C-L e n� .�C o.� .�, Si J / l 7 ' �-e- A. 4 D / C/ �•O/t uic/ 6./ S?/11.c T 1� rti v� /CL -g1 . Name of Person Commenting: ( ( 4-ZZ • %x`0 Phone Number:, ---7/. • . • REQUEST FOR COMMENTS A CITY OF TIGARD OREGON TO: TOti J C.Q DATE: I Z ` 101(4 FROM: Tigard Planning Department STAFF CONTACT: McorL. p (503) 639 -4171 RE: SITE DEVELOPMENT REVIEW (SDR) 94- 0028/VARIANCE (VAR) 94 -0016 M.J. INVESTMENT COMPANY A request for Site Development Review approval to construct a 3,028 square foot restaurant with a drive - through window. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.62, 18.96, 18.100, 18.102, 18.106, 18.108, 18.114, 18.120, 18.134, 18.150 and 18.164. LOCATION: 13090 S.W. Pacific Highway (WCTM 2S1 12CB, tax lots 2,400 and 2,500.) ZONE: CG (General Commercial) - The CG zone permits a range of major commercial goods and services. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by January 09, 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. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: K We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written comments: • 1 Name of Person Commentin Phone Number. /' k 7Z• • 111 REQUEST FOR COMMENTS CITY OF TIGARD OREGON TO: 0 6CinW DATE::, Q 30 4 FROM: Tigard Planning Department STAFF CONTACT: ti t L • (503) 639 -4171 RE: SITE DEVELOPMENT REVIEW (SDR) 94- 0028/VARIANCE (VAR) 94 -0016 M.J. INVESTMENT COMPANY A request for Site Development Review approval to construct a 3,028 square foot restaurant with a drive - through window. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.62, 18.96, 18.100, 18.102, 18.106, 18.108, 18.114, 18.120, 18.134, 18.150 and 18.164. LOCATION: 13090 S.W. Pacific Highway (WCTM 2S1 12CB, tax lots 2,400 and 2,500.) ZONE: CG (General Commercial) - The CG zone permits a range of major commercial goods and services. Attached is the Site Plan and applicant's statement for your review From information supplied by various departments and agencies and from other information available to our staff; a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by January 09, 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. 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: Name of Person Commenting: Phone Number: 367 • • REQUEST FOR COMMENTS ' CITY OF TIGARD OREGON TO: ", Ml/ 1 _LJ/,! DATE: /2 / J 'J — FROM: Tigard Planning Department STAFF CONTACT �' /� (503) 639 -4171 RE: SITE DEVELOPMENT REVIEW (SDR) 94- 0028/VARIANCE (VAR) 94 -0016 M.J. INVESTMENT COMPANY A request for Site Development Review approval to construct a 3,028 square foot restaurant with a drive - through window. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.32, 18.62, 18.96, 18.100, 18.102, 18.106, 18.108, 18.114, 18.120, 18.134, 18.150 and 18.164. LOCATION: 13090 S.W. Pacific Highway (WCTM 2S1 12CB, tax lots 2,400 and 2,500.) ZONE: CG (General Commercial) - The CG zone permits a range of major commercial goods and services. Attached is the Site Plan and applicant's statement for your review. From information supplied by various departments and agencies and from other information available to our staff, a report and recommendation will be prepared and a decision will be rendered on the proposal in the near future. If you wish to comment on this application, we need your comments by January 09, 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. PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY: We have reviewed the proposal and have no objections to it. Please contact of our office. Please refer to the enclosed letter. Written comments: • Name of Person Commenting: Phone Number: KENNY ROGERS ROASTERS RESTAURANT TRAFFIC IMPACT STUDY TIGARD, OREGON 1 1 ■ 1 PREPARED BY LANCASTER ENGINEERING NOVEMBER, 1994 sok 944- ecti VAR 1 Fily. COM, it r N CASTER ENGINEERING r attic Studies • Planning • Safety KENNY ROGERS ROASTERS RESTAURANT Traffic Impact Study 1 Tigard, Oregon fr e_ I - 22. l � / 44. R• LA NG I -31 -94 I �. Prepared By . TOM R. LANCASTER, P.E. KATHERINE W. LAI 1 November, 1994 1 Union Station, Suite 206 • 800 N.W. 6th Avenue • Portland, OR 97209 • Phone (503) 248 -0313 • FAX (503) 248 -9251 i LANCASTER ENGINEERING I TABLE OF CONTENTS 1 Introduction 3 Location Description 5 Trip Generation 8 Trip Distribution 10 Operational Analysis 24 Summary 28 - Appendix 29 I I 1 I I I -2- LANCASTER ENGINEERING I INTRODUCTION A Kenny Rogers Roasters Restaurant has been proposed for a location in Tigard on Pacific Highway West at SW Garrett Street. It will be oriented primarily toward in- door seating, but will also have a drive -up window for take -out orders. Access to the site is proposed from Pacific Highway as well as Garrett Street. The purpose of this study is to assess the traffic impact of the proposed devel- opment on the nearby roadway system, particularly with regard to the intersection of I Pacific Highway West and Garrett Street. The study will include a level of service analysis, left turn warrants, and signal warrants. Detailed information on level of service standards, traffic counts, trip genera- tion calculations, trip distribution, and level of service calculations is included in the appendix to this report. • I I r a 1 I I J I ST. I_/ , NORTH DAKOTA L_J I ST. i ' N _ � � �W � •- ?IL in / i,.. Cs:7 _ �l J H \ PFAFFIE j /Il iiik4ikNii,N... 7 > I m Q J 1 H I S `EENgUR` Q+ i c = c orn �/ Cr LE IS LN. I _ TANGELA � � _ ST. ` � 4 ADOW , .� � TA NGE ST. CT. ANGEL m a c KATHERINE ST. PL _ 0 , 41 • cl r - s- c r >.‘1 p + * ER Sr % J 4. 111 WC Z rPCSa4c o o � � p P $ p. ��\ • * 5� �� ' GARDEN Pl• I ` r tis KN W �C W a u i rJ `�kys '� �' �'o I sr 11=1. JO NS ON � A�OF J • �.. ST. o "a sl B � q� C .p L. G \ 40 �o`- 0 P ° °KSo p 2 ` sT. AWTMON I �" ° �� e � 1 3 , -r 0 N`h2 jrfR � OQ scN. ti /.0> � Q p c P �C¢E• (..- ` \ O ..k , �jI sl �\ z w TAINS p RD S E nc�ao scM. A A c PL IP y • ION P it LOT H CT. O c ~ • s oy a , + • j / e. t. ( p P T 1 yo'Q 'C' DERRY DELL CT. ! S PARK ST. s c' -1 ~C V 1 r CM�a1Nttr 'y � ,�� , CENTFA ■ 2 COOK L 4 f a t a i F — 1 6P OP. �J OP ��. `< 'I'' , ST• j o (F 0141.9 C gy9 epQ� ` Z O 'MARA • / ' �,4„ ii `9 y EOGEWOOD ST• I~ et W I / Xi 4 (+ < I Q ` / ILLVIEW ST. �g m :. s Hf VIEW CT. 87 H CT. 7.5-1 r � I o , P P My ON NALD 3 ? ST. ° 4 I 0 � McDONALD ST. si J t o —+ II J ✓ r y m f a ELROS ST. 4g i u `� 7 l`� J// ELR' E CT• 1 DRIFTWOOD a 1JL , C OLONY CREEK CT N O LN. m _ u ° 'kJ °' u m uOUNTAINVIEW LN. ? ANNO • I vIEW TERR. VIEW > TERR. VIEW 1.---- 1 " P. °' r- F ¢° — GREEN LN. f HOC • r I VICINITY MAP * °, ..CASTER ENGINEERING rAtt;$ <:ytudies • Planning • Safety I LANCASTER ENGINEERING I LOCATION DESCRIPTION The Kenny Rogers ers Roasters Restaurant will be located in west Tigard in the northeast quadrant of the intersection of Pacific Highway West and SW Garrett Street. It will be 3,208 square feet in size, and will have approximately 80 indoor seats as well as a drive -up window. The development will have frontage on both Pacific Highway and Garrett Street. The site is presently vacant. Existing development in the vicinity of the site is typically commercial although there is a school located across Pacific High- way from the project site. The preliminary plans include a right -in, right -out access to Pacific Highway. The primary access to the site will be from an access to Garrett at the south end of the site. Pacific Highway West, designated as ORE 99W, is under the jurisdiction of the Oregon Department of Transportation. The highway has two through lanes in each di- rection plus a center left -turn lane. There are curbs, sidewalks, and bicycle lanes on both sides of the street. It is classified as a highway of Statewide importance. It is also classified as an Access Oregon highway. Although the highway is actually aligned in a northeast to southwest alignment, it will be assumed for the purposes of this report that it is in an east -west alignment. The posted speed zone on the highway is 40 mph. There is a pedestrian - actuated traffic signal a school crossing at Garrett Street. Garrett Street intersects the highway from the south. It is a two -lane local street with a curb and sidewalk on the west side. There are no curbs or sidewalks on the east side. The posted speed zone is 25 mph. The intersection with Pacific Highway is con- trolled by a STOP sign on Garrett. Opposite Garrett Street on Pacific Highway is an access to the elementary school. Although it is a private driveway, it forms the fourth leg of the intersection. Pacific Highway is served by Tri -Met bus routes 12 and 95X. There are bus stops located near the development site on both sides of the highway. Route 95X is the Tigard I -5 Express Route to downtown Portland. It only pro- vides service during weekday peak hours. It has 18- minute frequencies during the I -5- i I LANCASTER ENGINEERING morning peak hour, and a 30- minute frequencies during the evening peak hours. Route 12, the Barbur Boulevard bus route, provides service between the City of Sherwood and downtown Portland. It has 15- minute frequencies during both morning and evening peak hours, and 20- minute frequencies during daytime non -peak hours. It has a 30- minute frequencies during the evening hours on weekdays and daytime hours on Satur- day. It has 60- minute frequencies during weeknight hours and other weekend hours. A manual turning movement traffic count was made at the intersection of Pa- cific Highway with SW Garrett Street. The count was made in September, 1994, from ' 4 to 6 PM. The evening peak hour was found to be from 5 to 6 PM. Because the Kenny Rogers Roasters Restaurant will not open until 10 AM, the morning peak -hour traffic will not be affected by the restaurant. The evening peak -hour volumes for the intersection are shown on the traffic flow diagram on page seven. The detailed count summaries are included in the ap- pendix to this report. I I . I I I r 1 I -6- II `1/ r ■ I P rojcct .v Site ,--:. o Q. i q 'Zi- B i P z 422i 1 -1= I i H ,--u 0 26 I2H Imo'' . 2 I5OH • I 1.1 f SW Garrett St. . i I I I I EXISTING TRAFFIC VOLUMES i PM PEAK HOUR lf CASTER ENGINEERING : 3: Ttc > ; >ptudies • Planning • Safety ...... .... .... I -7- in I LANCASTER ENGINEERING TRIP GENERATION that will be generated b To estimate the number of trips g by the proposed Kenny Rogers Roasters Restaurant, trip rates from TRIP GENERATION, Fifth Edition, pub - lished by the Institute of Transportation Engineers, were used. The restaurant developer reports that the Kenny Rogers restaurants should be characterized as a high turnover sit -down restaurant because the customer count is substantially lower than with fast food restaurants, and most customers use the indoor seating. However, the restaurant will have a drive -up window, which is characteristic of a fast food restaurant. For this reason, trip rates were calculated for both a high turnover restaurant and a fast food restaurant. The trip rates used were for ITE land- use code 832, High Turnover (Sit -Down) Restaurant, and land -use code 834, Fast Food Restaurant With Drive - Through Window. Both rates are based on the gross square foot- age of the restaurant, which will be 3,208 sq ft. The restaurant will not be open during the morning peak traffic hour. The even- . ing peak period for the restaurant is expected to be from 6 to 8 PM. Based on information from the TRIP GENERATION manual, it was assumed that about 46 percent of the trips generated by a fast food restaurant would be pass -by trips. These are trips that are presently occurring on Pacific Highway which would stop at the restaurant. The remaining trips were assumed to be new trips added to the street system. For the high turnover restaurant trip rates, it was assumed that there would be no pass -by trips. Although Tri -Met transit service is available on Pacific Highway, the percent- age of customers and employees using transit is expected to be very small. For this rea- son, no reduction in trip generation was made for transit usage. A summary of the tri p generation calculations is shown in the following table. The detailed trip generation calculations are included in the appendix to this report. I I -8- II tw Ii LANCASTER ENGINEERING I I I TRIP GENERATION SUMMARY Kenny Rogers Roasters Restaurant I Alternative 1: High Turnover Restaurant I Entering Exiting Total Trips Trips Trips I PM PEAK HOUR 28 24 52 I WEEKDAY 329 329 658 I Alternative 2: Fast Food Restaurant With Drive Through Window I Entering Exiting Total Trips Trips Trips 1 PM PEAK HOUR 61 56 117 I WEEKDAY 1011 1011 2022 I \ I I I I -9- LANCASTER ENGINEERING 1 TRIP DISTRIBUTION In determining the directional distribution of the trips that will be generated by the proposed Kenny Rogers Roasters Restaurant, it was assumed that the trips would be ' distributed approximately in proportion to the existing traffic volumes using Pacific Highway West and Garrett Street. Separate directional distributions were calculated for entering and exiting site traffic. Three access alternatives were analyzed in assigning the site-generated trips to Y g g g P 1 the street system. The first alternative assumed that there would be only one access to the site, and it would be located on Garrett Street. The second alternative includes the access which would be located on Garrett as well, as a right -out only access for right turns from the site to Pacific Highway. The third alternative includes the access to Gar - rett plus a right -in, right -out access to Pacific Highway. The drawing on page 11 (not to scale) illustrates the three access alternatives. Trip distribution estimates were made for the following six alternatives: 1. High Turnover (Sit -Down) Restaurant Trip Generation A. No access to Pacific Highway B. Right -out access to Pacific Highway ' C. Right -in, right -out access to Pacific Highway 2. Fast -Food Restaurant Trip Generation A. No access to Pacific Highway B. Right -out access to Pacific Highway C. Right -in, right -out access to Pacific Highway The traffic flow diagrams on pages 12 through 17 show the distribution of the projected site - generated trips for each of the six alternatives. The traffic flow diagrams on pages 18 through 23 show the total of existing ' traffic volumes plus the trips generated by the restaurant for each of the six alterna- tives. I -10- I I Poc& l-6yhroy West ' a, cb h I m PROJECT 6. SITE I AL TERNA TIVE A I Pac l ighray West I "1 ien ib 1 N Right PROJECT Out SITE Only cD 1 AL TERNA TIVE B I I Pacific ! ghroy West ' Iver- I t PROJECT ;It tut L. SITE Only I AL TERNA TIVE C I 1 :,,,„ E A CCESS AL TERNA Tl VES I 1 • CA STER ENGINEERING ? r ! 1.:j s. • Pia .0 • Safety I -11- I I I ( I I 3 Project _.c I 0., Site I t.:_-. o — Q. � N R L____ H 1 H 1 I 1-1-"' v--113 H � H 1 I-- N SW Garrett St. 1 I I I I is. SITE TRAFFIC VOLUMES Alt. IA High Turn Over Restaurant '1,:. CASTER ENGINEERING nn P M Peak H o u r ilfi StuOles lan Safety -12- • 1 3 ki-71 Project Site v I �--� l3 1-› 28 I H SW Garrett St. 5 =s,- SITE TRAFFIC VOLUMES Alt. IB High Turn Over Restaurant ' NGINEERING PM Peak Hour C ASTER E s *x $tu dle s Pl ann i ng Safety `: ,.... —13— 1 - 1 /p' 1 `' 1 1 L ,I 1 ,„, Cr) Project i z v I Site .il ji.).. H 1 H 1 I I 1a � 13I I H 1 2� H [ i I SW Garrett St. I I I I SITE TRAFFIC VOLUMES :: Alt. IC High Turn Over Restaurant I r� .CASTER ENGINEERING PM Peak Hour : r.at 0E tedles • Planning • Safety Rja4s:;:;:I:i:i' I -14- I I I '1' I 1 1 3 Project I Site (., .-_--. I CS El ie i 0;11 i ii) --- L_____ 1 k.D.715 H 1 H 1 1-1-5' 30 H 1 6i H 1 L� r [tLicr_Ji SW Garrett St. 1 I I • I re 7.1 SITE TRAFFIC VOLUMES Alt. 2A FAST FOOD Restaurant 1 !t tA $ t1 JSTERENGINEERING PM Peak Hour 40 .4cpudies • Planning • Safety -15- I I 4 ■11.... i I ILO I I I 3 20 o s Project 1 U I .... Sits cl. 1 , ,,, i0---11'." j,..). L____ , I H I I H 6 1� H 1 l� 4i SW Garrett St. N I I I f te -.7 .„1 `` SITE TRAFFIC VOLUMES Alt. 2B Fast Food Restaurant 1 ,`'. CASTER ENGINEERING PM Peak Hour $ :.. a n Studies • Planning • Safety I -16- I __ i to 1 I 20 1 0 3 1 ' Project (.) c--, I - Site 1 Q _ j 1 ,,,1 yr:V _ b_____ 1 4_5_1 '‘-r--i H 1 H 1 I I-1-1' 3( I H 1 58 H 1 r i 4i SW Garrett St. 1.1, 1 I I I I rwT.:::;:: : SITE TRAFFIC VOLUMES Alt. 2C Fast Food Restaurant CASTER ENGINEERING PM Peak Hour . 1 iCStudies • Planning • Safety -17- 1 I _ S I I I I 3 Projec tt _, ., Sitc c: I 0 cl.. tO it) J S 1 33 '-ifi -OI H261 1 l0 H AILJ 1267' 1Th, (501 - > 1 , Z. ,,,, N SW Garrett St. I in I I I 1 . I `: SITE + EXISTING TRAFFIC VOLUMES ��_ Alt. IA High Turn Over Restaurant 1 °:: EASTER ENGINEERING r ( • Planning • Safety PM Peak Hour I 48- 0 ``% I I I 3 �� Project `� Site I o 4. . 1-) Z 1 i Egs L__ I J ` 24 'A-R n - <-1 26 1 I I0V v I 28 Cam-, 150 1 • I 4, E N SW Garrett St. rn I • I I I If ": 7;;;: SITE + EXISTING TRAFFIC VOLUMES 1 t :::. Alt. IB High Turn Over Restaurant r, t � AS TER ENGINEERING P M Peak H o u r I -19- 1 1 . 1 1 I ,, I 0 �� _ Projct CZ z 1 __ Site 4 — .s:-. 1 j !EV L______ 1 I-T- k-FTen F-l ( I rii - ,7 I o H 27 \ ( 50 H ,,) Q SW Garrett St. 1 in 1 I I I SITE + EXISTING TRAFFIC VOLUMES Alt. IC High Turn Over Restaurant IF " ASTER ENGINEERING P M Peak Hour • 05!If uOies Planning salety 1 —20— 1 1 on 1 4,..„ I I 1 3 Profrct _., I . Cr) Z Site I — a_ p(c?)1 it.1.-- L H H 261 I A 341 1 o H 6/ 1 ITh, 1501-> I ,, ) o SW Garrett St. 1 I I I SITE + EXISTING TRAFFIC VOLUMES 1 ,..„,d„„„. Alt. 2A Fast Food Restaurant CASTER ENGINEERING PM Peak Hour r to e f tutlies • Planning • Safety -21- I 1 I 1 1 20 I O e 3 0-, Project 1 ...... Site I i t p [ J Z \ 1 kroi k-n E-1 3 4 1 H 26 I I H 6/ m--, (50 F 1 z' ,, gzz.li SW Garrett St. 1 in I I 1 1 SITE + EXISTING TRAFFIC VOLUMES = a Alt. 2B Fast Food Restaurant O 1! C ASTER ENGINEERING PM Peak Hour � r : ,C ,, f tudies • Planning • Safety 1 -22- I 0 1 111.1 1 I L 20 O I .0.) i ' Project I z ;,,.) ..... •.... ,..) Site 1 1 ,,, , cl. (.),(,?; 1 jiV L_ J S I 27 E---1 0 l H ° 1 34 • IoH s8 Q IsoH ,,,, Ar SW Garrett St. 1 1 I 1 `l". SITE + EXISTING TRAFFIC VOLUMES E ,,„..:.:::::::: Alt. 2C Fast Food Restaurant °s' '. CASTER ENGINEERING PM Peak Hour r.:I :P :.btudies • Planning • Safety I -23- • I LANCASTER ENGINEERING OPERATIONAL ANALYSIS I Capacity Analysis 1 To determine the level of service at the unsignalized intersection of Pacific ' Highway West and Garrett Street, a capacity analysis was conducted. The level of service can range from A, which indicates very little or no delay, to level F, which in- dicates a high degree of congestion and delay. Level E is generally considered to be the minimum acceptable level of service for unsignalized intersections in urban areas. The intersection was analyzed using the unsignalized intersection method in the Highway Capacity Manual, Special Report 209, published by the Transportation Re- search Board. The capacity analysis was made for (1) existing conditions and (2) existing traf- fic plus site - generated volumes. The analysis was made for the evening peak traffic hour for each of the six access and trip generation alternatives. ' A summary of the results of the capacity analysis, including the level of service ry P h' Y � g ' and the reserve capacity for each movement, is shown in the table on the following page. The reserve capacity is a measure of capacity remaining at the intersection. The detailed capacity calculations as well as the level of service criteria are included in the appendix to this report. 1 1 -24- 1 rE ' LANCASTER ENGINEERING ' LEVEL OF SERVICE SUMMARY Pacific Highway West and Garrett Street PM Peak Hour High Turnover Fast Food ' Existing IA lE IC 2A 2E 2C Left Turn From Garrett ' Level of Service E E E E E E E Reserve Capacity 72 54 54 54 29 29 29 ' Through from Garrett Level of Service E E E E E E E Reserve Capacity 94 87 87 87 79 79 79 Right Turn from Garrett ' Level of Service A A A A A A A Reserve Capacity 556 541 550 550 526 546 545 Left Turn from Highway Level of Service C D D D D D D Reserve Capacity 214 193 193 194 172 172 172 1 ' As the table shows, the intersection is presently operating at an acceptable level of service. The left turn and the through movements from Garrett are operating at level E, the right turn from Garrett is at level A, and the left turn from the highway to Gar- ' rett is at level C. -25- 1 LANCASTER ENGINEERING ' With the addition of traffic from the restaurant, the levels of service remain the same except that the left turn from the highway to Garrett is reduced from C to D. The level of service results are the same with either high turnover trip generation or fast food trip generation. The analysis shows that the reserve capacity for each of the movements is re- duced by the addition of restaurant traffic, but not enough to change the level of service except for the left turn from the highway. Using trip generation for a fast food restau- rant reduces the reserve capacity to a greater extent than trip generation for a high turnover restaurant, but not enough to change the level of service. The addition of a right- out -only access to the highway would increase the re- ' serve capacity by reducing the number of vehicles entering the intersection, but not enough to increase the level of service. The addition of a right -in, right -out access to the highway does not further increase the reserve capacity. Traffic Signal Warrants A traffic signal warrant comparison was made to determine if a traffic signal is or will be warranted at the intersection of Pacific Highway West and Garrett Street. The Minimum Vehicular Volume Warrant, the Interruption of Continuous Traffic War- rant, and the Peak Hour Warrant from the MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, published by the Federal Highway Administration, were exam- ined. It was found that existing traffic volumes at the intersection of Pacific Boule- vard and Garrett Street are not sufficient to meet any of the above signal warrants. With the addition of traffic from the proposed restaurant (using either the high turnover or the fast food trip generation), the volumes remain below those required to meet traf- fic signal warrants. Because no signal warrants will be met, installation of a traffic signal to control traffic on Garrett is not recommended. I Left -Turn Lanes Volume warrant comparisons for left -turn refuges were made to determine if a ' left -turn lane will be warranted at the intersection of the restaurant access driveway -26- LANCASTER ENGINEERING with Garrett Street. The warrants used are based on the warrants in HIGHWAY RESEARCH RECORD NO. 211, published by the Transportation Research Board, as adapted by the Planning Section of the Oregon State Highway Division. With existing traffic volumes plus site - generated traffic, left -turn lane warrants will not be met at the intersection of the access driveway with Garrett Street for any of 1 the alternative driveway designs and trip generation rates. I r I I 1 I I I I -27- r I II ▪ LANCASTER ENGINEERING ✓ SUMMARY Highway 1. A capacity analysis shows that the intersection of Pacific West and Garrett Street will operate at an acceptable level of service (E or better) with the site - generated traffic for any of the alternative driveway designs and restaurant trip generation rates. The intersection is presently operating at level E for the left turn from Garrett, E for the through movement from Garrett, A for the right turn from Garrett, and C for the left turn from the Highway to Garrett. These levels will remain unchanged with the addition of traffic from the restaurant using either high turnover restaurant trip rates or fast food restaurant trip rates, except that the left turn from the Highway to Garrett will decrease from C to D. Adding a right- out -only access to Pacific Highway will reduce the volume of the right turn movement from Garrett to the Highway, thereby increasing the reserve ca- pacity for this movement, but not sufficiently to change the level of service. 2. With the completion of the restaurant, the e traffic volumes at the intersection of Pa- ll cific Highway West and Garrett Street will not be sufficient to meet warrants for the installation of a traffic signal. 3. With existing traffic volumes plus site - generated traffic, left -turn lane warrants will not be met at the intersection of the access driveway with Garrett Street. 1 I I -28- 1 r g FLE III LANCASTER ENGINEERING I LEVEL OF SERVICE I Level of service is used to describe the quality of traffic flow. Levels of service A to C are considered good, and rural roads are usually designed for level of service C. Urban streets and signalized intersections are typically designed for level of service D. Level of service E is considered to be the limit of acceptable delay. For 1 unsignalized intersections, level of service E is generally considered acceptable. Here is a more complete description of levels of service: Level of service A: Very low delay at intersections, with all traffic signal cycles clearing and no vehicles waiting through more than one signal cycle. On highways, low volume and high speeds, with speeds not restricted by other vehicles. tin speeds beginning to be affected by other traffic; Level of service B: Operating p g g short traffic delays at intersections. Higher average intersection delay than for level of service A resulting from more vehicles stopping. Level of service C: Operating speeds and maneuverability closely controlled by other traffic; higher delays at intersections than for level of service B due to a signifi- cant number of vehicles stopping. Not all signal cycles clear the waiting vehicles. This is the recommended design standard for rural highways. Level of service D: Tolerable operating speeds; long traffic delays occur at in- tersections. The influence of congestion is noticeable. At traffic signals many vehicles stop, and the proportion of vehicles not stopping declines. The number of signal cycle failures, for which vehicles must wait through more than one signal cycle, are noticeable. This is typically the design level for urban signalized intersections. Level of service E: Restricted speeds, very long traffic delays at traffic signals, and traffic volumes near capacity. Flow is unstable so that any interruption, no matter how minor, will cause queues to form and service to deteriorate to level of service F. Traffic signal cycle failures are frequent occurrences. For unsignalized intersections, level of service E or better is generally considered acceptable. Level of service F: Extreme delays, resulting in long queues which may inter- fere with other traffic movements. There may be stoppages of long duration, and speeds may drop to zero. There may be frequent signal cycle failures. Level of service F will typically result when vehicle arrival rates are greater than capacity. It is considered unacceptable by most drivers. I I II 5 LANCASTER ENGINEERING I LEVEL OF SERVICE CRITERIA r FOR SIGNALIZED INTERSECTIONS I LEVEL STOPPED DELAY III OF PER VEHICLE SERVICE (Seconds) I A <5 B 5 -15 I C 15 -25 D 25-40 I E 40 -60 F > 60 1 1 LEVEL OF SERVICE CRITERIA I FOR UNSIGNALIZED INTERSECTIONS LEVEL RESERVE OF CAPACITY I SERVICE (Cars per Hour) > 400 IA B 300 -399 C 200 -299 I D 100 -199 I E 0 -99 F <0 I I 1 LANCASTER ENGINEERING N TRIP GENERATION CALCULATIONS Land Use: High Turnover Restaurant Land Use Code: 832 Variable: 1000 Sq Ft Gross Floor Area Variable Quantity: 3.2 I AM PEAK HOUR PM PEAK HOUR Trip Rate: 15.7 Tfip Rate: 16.26 I Enter Exit Total Enter Exit Total Directional Directional I I Distribution 0.5 0.5 Distribution 0.54 0.46 Trip Ends ifit]-3:2513ERSZIONA:255019E Trip Ends .65128$91 I. WEEKDAY SATURDAY MID-DAY PEAK HOUR Trip Rate: 205.36 Trip Rate: 12 Directional Enter Exit Total Directional Enter Exit Total Distribution 0.5 0.5 Distribution 0.48 0.52 I Trip Ends :15322:::::::§,g1129::;:li.:4:81165.7.131:: Trip Ends WiiiiinaNg Source: TRIP GENERATION, Fifth Edition I I I LANCASTER ENGINEERING I TRIP GENERATION CALCULATIONS Land Use: Fast Food Restaurant with Drive Through Window Land Use Code: 834 Variable: 1000 Sq Ft Gross Floor Area Variable Quantity: 3.2 AM PEAK HOUR PM PEAK HOUR Trip Rate: 55.6 Trip Rate: 36.5 Directional Enter Exit Total Directional Enter Exit Total Distribution 0.51 0.49 Distribution 0.52 0.48 111 Trip Ends InglingelTR:::::::::11701A Trip Ends I WEEKDAY SATURDAY MID-DAY PEAK HOUR 111 Trip Rate: 632 Trip Rate: 56.63 • Directional Enter Exit Total Directional Enter Exit Total Distribution 0.5 0.5 Distribution 0.51 0.49 Trip Ends SUOIRMOOVIANS20225 gannei MOW NOME Trip Ends NO 841892M Source: TRIP GENERATION, Fifth Edition 111 LANCASTER ENGINEERING r TRIP DISTRIBUTION High Turn Over Restaurant AM PEAK PM PEAK DAILY I Percent New Pass -By Total Percent New Pass -By Total Percent New Pass -By Total ENTER From: N 0% 0 0 0 55% 16 0 16 55% 181 0 181 S 0% 0 0 0 44% 12 0 12 44% 145 0 145 0% 0 0 0 1% 0 0 0 1% 3 0 3 0% 0 0 0 0% 0 0 0 0% 0 0 0 TOTAL 0% 0 0 0 100% 28 0 28 100% 329 0 329 I EXIT To: N 0% 0 0 0 44% 11 0 11 44% 145 0 145 S 0% 0 0 0 54% 13 0 13 54% 178 0 178 0% 0 0 0 2% 0 0 0 2% 6 0 6 0% 0 0 0 0% 0 0 0 0% 0 0 0 24 TOTAL 0% 0 0 0 100% 0 24 100% 329 0 329 Pass -By Percentage: 0% I 1 I I LANCASTER ENGINEERING I TRIP DISTRIBUTION Fast Food Restaurant 111 AM PEAK PM PEAK DAILY Percent New Pass -By Total Percent New Pass -By Total Percent New Pass -By Total ENTER I From: N 0% 0 0 0 55% 18 16 34 55% 300 256 556 S 0% 0 0 0 44% 15 12 27 44% 240 205 445 E 0% 0 0 0 1% 0 0 0 1% 5 5 10 r W 0% 0 0 0 0% 0 0 0 0% 0 0 0 TOTAL 0% 0 0 0 100% 33 28 61 100% 546 465 1011 EXIT To: N 0% 0 0 0 44% 13 12 25 44% 240 205 445 S 0% 0 0 0 54% 16 14 30 54% 295 251 546 ' E 0% 0 0 0 2% 1 0 1 2% 11 9 20 0% 0 0 0 0% 0 0 0 0% 0 0 I TOTAL 0% 0 0 0 100% 30 26 56 100% 546 465 1011 Pass -By Percentage : 46% I I INTERSECTION IGHWAY MOVEMENT COUNT STREET ST SUMMARY REPORT • T= 7.9% P =.901 1/ N 1833 1 DATE OF COUNT: 09/20/94 1680 DAY OF WEEK: Tue R 21 786 26 TIME STARTED: 06:45 T TIME ENDED: 08:45 H 4-23 1 1 -► 6 II o ? t41 T= 0% T= 0% 0 -* 4-0 P =.25 1 � 5 P =.718 I 1 TEV =TOTAL ENTRY VOLUME = % � * � TTRUCKS BY APPROACH I P =PHF BY APPROACH 1 --► 2 1639 8 34 -* I Peak Hour _ 1792 0730 -08:30 Traffic Smithy i T= 4.1% P =.918 11649 TEV = Traffic Survey Service EAST BOUND SOUTH BOUND NORTH BOUND WEST BOUND I TIME PETOIOD -- • 4-1 I I-■ 1 r• r t FROM - i j ALL I 06:45 -06:50 0 0 0 1 53 1 0 110 0 1 0 4 170 06:50 -06:55 0 0 0 0 64 1 0 113 0 1 0 0 179 06:55 -07:00 0 0 0 2 68 2 0 104 1 0 0 2 179 07:00 -07 :05 0 0 0 0 48 2 0 130 0 0 0 2 182 07:05 -07:10 0 0 0 1 56 1 0 110 0 0 0 4 172 I 07:10 -07:15 0 0 0 0 53 2 0 133 1 0 0 4 193 07:15 -07 :20 0 0 0 1 60 1 0 127 0 0 0 3 192 07:20 -07 :25 0 0 0 1 61 2 0 117 1 0 0 5 187 07:25 -07:30 0 0 0 2 70 3 0 121 1 1 0 1 199 1 07:30 -07:35 0 0 0 1 55 1 0 140 0 0 0 5 202 07:35 -07:40 0 0 0 0 69 0 0 123 1 1 0 2 196 07:40 -07:45 0 0 0 1 74 2 0 165 0 0 0 4 246 07:45 -07:50 0 0 0 1 64 3 0 136 2 0 0 5 211 07:50 -07:55 0 0 0 3 64 5 0 146 0 0 0 0 218 II 07:55 -08:00 0 0 0 6 55 2 1 125 1 2 0 6 198 08:00 -08:05 0 0 0 1 53 1 0 158 1 0 0 4 218 08:05 -08:10 0 0 0 4 62 3 0 139 1 1 0 3 213 08:10 -08:15 1 0 0 0 72 0 0 125 1 1 0 2 202 II 08:15 -08:20 0 0 0 1 66 2 0 138 1 0 0 2 210 08:20 -08:25 0 0 0 2 74 4 0 113 0 0 0 5 198 08:25 -08:30 0 0 0 1 78 3 1 131 0 0 0 3 217 08:30 -08:35 0 0 0 0 59 3 0 126 2 0 0 2 192 08:35 -08:40 0 0 0 0 81 1 0 111 0 2 0 4 199 1 08:40 -08:45 0 0 0 0 78 2 0 88 0 1 0 2 171 , II II I Total Survey 1 0 0 29 1537 47 2 3029 14 11 0 74 4744 PHF .25 0 0 .48 .9 .65 .5 92 .67 .42 0 .79 .936 % Trucks 0 0 0 3.4 8.3 0 0 4.1 0 0 0 0 5.3 Stoop�ped Buses 0 0 0 0 3 0 0 0 0 0 0 0 II Peels 0 4 0 0 6 0 0 4 1 0 5 0 Hourly Totals 06:45 -07:45 0 0 0 10 731 18 0 1493 5 4 0 36 2297 II 07:00 -08:00 0 0 0 17 729 24 1 1573 7 4 0 41 2396 07:15 -08:15 1 0 0 21 759 23 1 1622 9 6 0 40 2482 07 :30 -08:30 1 0 0 21 786 26 2 1639 8 5 0 41 2529 07:45 -08:45 1 0 0 19 806 29 2 1536 9 7 0 38 2447 11 I . II INTERSECTION TURN MOVEMENT COUNT SUMMAR HIGHWAY 99WGARRETT S UMMAR Y REPORT • T= 2.8% P =.925 DATE OF COUNT: 09/21/94 II 0 1 + 1689 11395 DAY OF WEEK: Wed R 5 1651 33 TIME STARTED: 16:00 I 4 TIME ENDED: 18:00 II H 4-8 S • t24 4--2 9 1 T= 0% T= 0% I P =.375 P =.604 2 5 TEV =TOTAL ENTRY VOLUME �41 1 1 * T= %TRUCKS BY APPROACH P =PHF BY APPROACH II 3 —► 3 11658 1370 14 Peak 155 1 : -7:55 Traffic Smithy T= 2.6% P =.939 11387 TEV =3108 Traffic Survey Service EAST BOUND SOUTH BOUND NORTH BOUND WEST BOUND t • TIME PERIOD FROM - TO 1 -* 3 tJ 1 L. 4 1 � A r• 4- ALL II 16:00 -16:05 0 0 0 0 88 5 0 100 3 1 0 0 197 16:05 -16:10 0 0 0 1 128 4 0 129 2 0 0 6 270 16:10 -16:15 0 0 0 1 120 3 0 102 1 0 0 3 230 II 16:15 -16:20 0 0 0 0 93 6 1 117 1 0 0 4 222 16:20 -16:25 0 0 1 0 126 7 0 116 2 0 0 2 254 16:25 -16:30 0 0 0 0 138 4 0 90 1 0 0 2 235 16:30 -16:35 0 0 0 0 134 4 0 92 0 3 0 4 237 16:35 -16:40 0 0 0 1 133 3 0 108 2 0 0 4 251 16:40 -16:45 0 0 0 1 122 5 0 118 0 0 0 3 249 16:45 -16:50 0 0 0 0 109 6 0 104 1 0 0 1 221 16:50 -16:55 0 0 0 0 127 4 0 105 0 0 0 4 240 16:55 -17:00 0 0 0 0 123 1 0 115 1 1 0 3 244 II 17:00 -17:05 1 0 0 1 103 1 0 85 1 1 0 3 196 17:05 -17:10 0 0 0 0 168 1 0 132 0 2 0 2 305 17:10 -17:15 0 0 0 1 146 6 1 119 1 0 0 0 274 17:15 -17:20 0 0 1 0 130 4 0 112 3 0 0 2 252 17:20 -17:25 1 0 0 2 158 4 0 110 2 0 0 3 280 II 17:25 -17:30 0 0 0 0 130 3 1 135 0 0 0 1 270 17:30 -17:35 0 0 0 0 144 1 1 120 0 0 .0 1 267 17:35 -17:40 0 0 0 1 131 2 0 101 2 0 0 2 239 17:40 -17:45 0 0 0 0 155 6 0 125 0 0 0 3 289 II 17:45 -17:50 0 0 0 0 139 2 0 105 2 1 0 2 251 17:50-17:55 0 0 0 0 124 2 0 17:55 -18:00 0 0 0 0 113 3 0 111 87 2 0 0 1 206 t II Total Survey 2 0 2 9 3082 87 4 2638 29 9 0 58 5920 PHF .5 0 .25 .42 93 .59 .38 .94 .58 .31 0 .75 .935 II % Trucks 0 0 0 0 2.9 0 0 2.6 0 0 0 0 2.7 Stopped Buses 0 0 0 0 6 0 0 0 0 0 0 0 • Hourly Totals I 16:00-17:00 0 0 1 4 1441 52 1 1296 14 5 0 36 2850 16:15 -17:15 1 0 1 4 1522 48 2 1301 10 7 0 32 2928 16:30 -17:30 2 0 1 6 1583 42 2 1335 11 7 0 30 3019 16:45-17:45 2 0 1 5 1624 39 3 1363 11 4 0 25 3077 17:00-18:00 2 0 1 5 1641 35 3 1342 15 4 0 22 3070 II II 1 z . • I Major Street i • ' as . , Minor Street no Y'r t' t (---77-0 Or Number of Lanes for Moving ADT on Major St ADT on Minor St I Traffic on Each Approach: (total of both approaches) (higher- volume approach) Major St Minor St I 100% 70% 100% 70% WARRANT 1 Warrants Warrants Warrants Warrants 1 1 8 850 6,200 2,650 1,850 1 2 or more 1 10,600 7,400 2,650 1,850 2 or more 2 or more I,. S S 7,400 2,500 1 2 or more 8,850 6,200 3,550 2,500 I WARRANT 2 1 1 13,300 9,300 1,350 950 I 2 or more 1 C15,90Q) 11,100 1,350 950 2 or more 2 or more 15,900 11,100 1,750 1,250 1 2 or more 13,300 9,300 1,750 1,250 Note: ADT volumes assume 8th highest hour is 5.6% of daily volume. g Y Warrant Used X 100 percent of standard warrants used. 70 percent of standard warrants used due to 85th • I percentile speed in excess of 40 mph or isolated community with population less than 10,000. I No. of Approach Minimum Is Signal Lanes Volumes Volumes Warrant Met? Warrant 1: Minimum Vehicular Volume Major Street -C� 30, '5'0 / . % o I �( / Minor Street --/— s.5_0.1) . V / I Warrant 2: Interruption of Continuous Traffic Major Street �0, 90 /C,Yt70 ,{ Minor Street _L_ c 0 _Z„.10 / y[7 I Warrant 11: Peak Hour Warrant Major Street i7, 3v ! ,^,/ I Minor Street _-,L_ SO / �/ 1 f TRAFFIC SIGNAL WARRANT CALCULATIONS :;.I:.. CASTER ENGINEERING Condition: Al- 6. 1 6 csii. FIT'S f i'ty I tH $tueles • Planning • Safety I I . I Major Street 72i /C //fir/, Minor Street C3rr CC `/ V Number of Lanes for Moving ADT on Major St ADT on Minor St I Traffic on Each Approach: (total of both (higher- volume approaches) approach) Major St Minor St I 100% 70% 100% 70% WARRANT 1 Warrants Warrants Warrants Warrants 1 1 8 850 6,200 2,650 1,850 I 2 or more 1 10,600 7,400 x,650) 1,850 2 or more 2 or more 10,600 7,400 3,550 2,500 1 2 or more 8,850 6,200 3,550 2,500 I WARRANT 1 1 13,300 9,300 1,350 950 ' 2 or more 1 15,900 11,100 1 350 950 2 or more 2 or more 1 ,' I I 11,100 1,750 1,250 1 1 2 or more 13,300 9,300 1,750 1,250 Note: ADT volumes assume 8th highest hour is 5.6% of daily volume. • I , Warrant Used I x 100 percent of standard warrants used. 70 percent of standard warrants used due to 85th I percentile speed in excess of 40 mph or isolated community with population less than 10,000. I No. of Approach Minimum Is Signal Lanes Volumes Volumes Warrant Met? Warrant 1: Minimum Vehicular Volum II Major Street L L' /0 6cv Minor Street / e'/ 0 WO ,S c2 I Warrant 2: Interruption of Continuous Traffic �J Major Street 2— 30 , r i1"0 45; *(2 I� Minor Street _L_ - -�-G.�' /, O /L r Warrant 11: Peak Hour Warrant Major Street 2--■ ■v 9 Minor Street _L_ 8 / -i--0--0 =1 j TRAFFIC SIGNAL WARRANT CALCULATIONS i t CASTER ENGINEERING Condition: (Z. • �%f t- � X r 'SZ� i xi it #j9f • Planning • Safety r • ._ ._._. __ _.._ __... 11111111:111 , _ . OREGON STATE HIGHWAY DIVISION _ ___ -- _ I i PLANNING SECTION j . ............. _•. __ _ I ._._ - VOLUME W FOR LEFT TURN REFUGES _ _.- . i . ' I I I ON • TWO -LANE STREETS I • LTh _. _. ..._ - _. _.... . ._..... ..._ AT UNSGNALIM INTERSECTIONS _ _ _ ._ ..._ .._. _. -- I ._._�_.._ __ _... i .. �..._ . _ - 1 I .__.__ •..:•• 61. 00 -Par Cent Left Turns in VA I - II _ i "■' 1 - V�30 M . . ..• ., •:... coo ' , ■ - �. . _ -_ EXAMPLE —I- • Bawd on Highway Research o d No. 211, I� �� r� 310 vph through . _ _ ._ Ilighway Rescrch Board _._ 50 vph turning left 40P _ _ 1 _ - �� 40 vph turning right • • VA =400 vph ►`" 1►, 12.5% left turns • i ■ • ' ' " , • : \ . 5-1.72 • V0 =275 vph AIM ®� , , i No refuge required - 111 - .. . 1111111111Ne • ! :. i!y :',..: :!:! ;•::: :1! :.: : ..____. • -. ___-. • 19.1 (9 , J -.NO LEFT TURN LANE REOUIREO 999 I\\ 99 .: _ •: ' . •'9� L,_7 _____ o _ , a Z� J► Y \PI\., � . _ Z�;_ .j ! - .. : I 'j'!• — _ SL a- V , 7 3 9-19,_ • Li I L 1 i... 1 J . 0 100 200 300 400 600 G00 7.00 BOO , . k j .. _ - _ .._ __.. 1 _ ___ ___ _ _ - _ OREGON STATE HIGHWAY DIVISIO • I' � ' PLAN NING SECTION' - i - I i i , I _ VOLUME WARRANTS FOR LEFT TURN REFUGES _ — . '.. . • . i • _ w ,_ ._ • . _...,._ __ ... ON TWO - LANE STREETS __ — — w _ .:AT UNSIGNA(�IZCQ INTERSECTIONS - +_ - .• • I ' _ _i__ —- ■1 " ■ , 00-Por Cant Lott Turns In VA I 7 1 i 1111111OIN . 1/030 MPH • _ __ - I . � .—_!_ — I — , - �1 ■ T , :. s . ■ ■ ■ • r �_ Based on tliehway Research - f-- 114 - — ont No. 211, EXA 310 Mvp PLE h thro 1 _I ____ —. _ .._ highway Rescarch Board .__..._ 50 vph turning left - i. 1 -�+ VA =400 vp40 vph h turning right • 4� , tlklIlldlla - , 12.5% left turns -' i ■ ■ , .. . 5.1.72 . V0 =275 vph i . : k 1 k --, : No refuge required , 11111 ILII 111•1111111111• a /--6, • IIINIIIIINNal o■ .- le '%S -- ' ' J .NO LEFT TURN LANE REQUIRED r 9 � ' 9 9 9� 9 9 • • •1 ,p . --j-j-- s \ \. , ' f2, . 19a- 1 F. 100 200 300 400 500 600 700 800 11 LOCATION:Pacific Hwy. /Garrett St. NAME:Existing PM HOURLY VOLUMES Grade 0% N = 1 22 II V12 0 <N V11 �t 4 = I V 10 ca=cc=c==ca=c=c===ccc= N= 3 < v 1> A V6 -- 15 Grade 0% < V5 -- 1342 N= 3 il 35 - -V1 v V4 -- 3 1641 - -V2 > major road Grade 0% 5 - -V3 v <1 ^ > HWY 99 II V7 I 1 STOP xx V8 YIELD N= 1 0 Date of Counts:Sept. 1994 I minor road V9 Time Period:Peak Hour 2 Prevailing Speed:40mph Garrett St. PHF:.85 Grade 0 % Population:1000000 I =a= == _ = ====cc====c====c VOLUME ADJUSTMENTS "Movement no . 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 1 12 Volume (vph) 1 35116411 51 3113421 151 11 01 21 41 01 221 li Vol(Pcph),Tab. 10 . 1 1 39IXXXXIXXXXI 3IXXXXIXXXXI 11 01 21 41 01 231 VOLUMES IN PCPH 23 V12 II 0 V11 14 U V10 =_ = - ____ < v I> V6- __ < V5 -- == 39 - -Vl A v V4 -- 3 II __ _ -V2 > __ -V3 v <1 A > = V7 I =_____________________ II 1 VS I V9 2 II II I LOCATION:Pacific Hwy. /Garrett St. NAME:Existing PM SHARED LANE CAPACITY I APPROACH MOVEMENTS 7,8,9 CR CR LOS LOS MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH 7 1 74 171 73 168 E D 8 0 94 171 94 168 E D 9 2 491 171 489 168 A D II APPROACH MOVEMENTS 10,11,12 CR CR LOS LOS I MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH 10 4 76 292 72 265 E C I 11 0 94 292 94 265 E C 12 23 579 292 556 265 A C MAJOR STREET LEFT TURNS 1,4 'MOVEMENT V(PCPH) CM(PCPH) CR(CM -V) LOS _______________ 1 39 253 214 C ' 4 3 176 173 D ii COMMENTS: II I II II II II II II I II OCATION:Pacific Hwy. /Garrett St. NAME:Existing PM STEP 1 : RT From Minor Street 1 / -> V9 1 < -/ V12 1 ========== = =_ = =_ Conflicting Flows, Vc 1/2 V3 +V2 =Vc9 1/2 V6 +V5 =Vc12 3+ 821= 824 vph 8+ 671= 679 vph Critical Gap, Tc (Tab.10.2) 5 (secs.) 5 (secs.) ' Potential Capacity,Cp(Fig10.3) Cp9 = 491 pcph Cp12 = 579 pcph % of Cp utilized (V9 /Cp9)x100= .4% (V12 /Cp12)x100= 4% Impedance Factor, P (Fig.10.5) P9= 1 P12= .98 'Actual Capacity, Cm Cm9 =Cp9= 491 pcph Cm12 =Cp12= 579 pcph == =_= =__= =_ == =_ = = == STEP 2 : LT From Major Street 1 v -- V4 1 - -^ Vi 1111=== ___ = = Conflicting Flows, Vc V3 +V2 =Vc4 V6 +V5 =Vc1 5+ 1641= 1646 vph 15+ 1342= 1357 vph I Critical Gap, Tc (Tab.10.2) 5 (secs.) 5 (secs.) Potential Capacity,Cp(Fig10.3) Cp4 = 176 pcph Cpl = 253 pcph % of Cp utilized (V4 /Cp4)x100= 1.7% (V1 /Cpl)x100= 15.4% ' Impedance Factor, P (Fig.10.5) P4= .99 P1= .9 Actual Capacity, Cm Cm4 =Cp4= 176 pcph Cml =Cpl= 253 pcph I STEP3 TH From Minor Street 1 A V8 1 v V11 Conflicting Flows, Vc .5V3 +V2 +V1 +V6 +V5 +V4 =Vc8 .5V6 +V5 +V4 +V3 +V2 +V1 =Vcll I 3+ 1641+ 35+ 15+ 8+ 1342+ 3+ 5+ 1342+ 3= 1700 vph 1641+ 35= 1700 vph Critical Gap, Tc (Tab.10.2) 6 (secs.) 6 (secs.) Potential Capacity,Cp(Fig10.3) Cp8 = 105 pcph Cpil = 105 pcph II % of Cp utilized (V8 /Cp8)x100= 0% (V11 /Cpll)x100= 0% Impedance Factor, P (Fig.10.5) P8= 1 P11= 1 Actual Capacity, Cm Cm8 =Cp8xPlxP4 Cm11= Cp11xP1xP4 ' 94= 105x .9x.99pcph 94= 105x .9x.99pcph _ =_ = = =_ = =___ = =_= a__ = = =__ = = = = ==== 'STEP 4 : LT From Minor Street 1 < -\ V7 1 \ -> V10 Conflicting Flows, Vc Vc8(step3) +V11 +V12 =Vc7 Vc11(step3) +V8 +V9 =Vc10 1700+ 0+ 22= 1700vph 1700+ 0+ 2= 1700vph ' Critical Gap, Tc (Tab.10.2) 6.5 (secs.) 6.5 (secs.) Potential Capacity,Cp(Fig10.3) Cpl = 85 pcph Cp10 - 85 pcph Actual Capacity, Cm Cm7 =Cp7xPlxP4xPl1xPl2 CmlO =Cp1OxP4xPlxP8xP9 I = 85x .9x.99x 1x.98 = 85x.99x .9x lx 1 74 pcph = 76 pcph '_ = = = =____ = =_ _________________________ II 11 II 11 I LOCATION:Pacific Hwy. /Garrett St. NAME:Site + Exist PM, Alt. lA IHOURLY VOLUMES Grade 0% N = 1 33 V12 I 0 <N V1 I N= 3 < v 1> A====================== V6 -- 27 Grade 0% < V5 -- 1342 N= 3 51 - -V1 A v V4 -- 3 I 1641 - -V2 > major road Grade 0% A 5 - -V3 v <1 > HWY 99 " I II 1 V8 STOP xx YIELD N= 1 0 Date of Counts:Sept. 1994 I minor road V9 Time Period:Peak Hour 2 Prevailing Speed:40mph Garrett St. PHF:.85 Grade 0 % Population:1000000 VOLUME ADJUSTMENTS I Movement no. 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 I Volume (vph) 1 51116411 51 3113421 271 11 01 21 171 01 331 li Vol(pcph),Tab.10.11 561XXXXIXXXXI 31XXXXIXXXXI 11 01 21 171 01 341 I VOLUMES IN PCPH 34 V12 II 0 V11 17 == - ' < v 1> A < V6 -- == V5 -- == 56 - -Vi A v V4 -- . 3 II = - -V2 > __ - -V3 v <I A > _____________________= V7 I _________----- ________ I V8 V9 I 2 II II II L OCATION:Pacific Hwy. /Garrett St. NAME:Site + Exist PM, Alt. lA STEP 1 : RT From Minor Street 1 / -> V9 ( < -/ V12 s== == ==c= ======c====c=c========c===c====c==c===========c=c==c==ac==== onflicting Flows, Vc 1/2 V3 +V2 =Vc9 1/2 V6 +V5 =Vc12 3+ 821= 824 vph 14+ 671= 685 vph Critical Gap, Tc (Tab.10.2) 5 (secs.) 5 (secs.) otential Capacity,Cp(Fig10.3) Cp9 = 491 pcph Cp12 = 575 pcph of Cp utilized (V9 /Cp9)x100= .4% (V12 /Cp12)x100= 5.9% Impedance Factor, P (Fig.10.5) P9= 1 P12= .96 ctual Capacity, Cm Cm9 =Cp9= 491 pcph Cm12 =Cp12= 575 pcph STEP 2 : LT From Major Street I v -- V4 - -A Vi It=== onflicting Flows, Vc V3 +V2 =Vc4 V6 +V5 =Vc1 5+ 1641= 1646 vph 27+ 1342= 1369 vph I Critical Gap, Tc (Tab.10.2) 5 (secs.) 5 (secs.) otential Capacity,Cp(Fig10.3) Cp4 = 176 pcph Cpl = 249 pcph % of Cp utilized (V4 /Cp4)x100= 1.7% (V1 /Cpl)x100= 22.5% Impedance Factor, P (Fig.10.5) P4= .99 P1= .84 'Actual Capacity, Cm Cm4 =Cp4= 176 pcph Cml =Cp1= 249 pcph (STEP 3 : TH From Minor Street I A V8 I v V11 ====c======= c= = =____ ______________________ Conflicting Flows, Vc .5V3 +V2 +V1 +V6 +V5 +V4 =Vc8 .5V6 +V5 +V4 +V3 +V2 +V1 =Vc1 II 3+ 1641+ 51+ 27+ 14+ 1342+ 3+ 5+ 1342+ 3= 1700 vph 1641+ 51= 1700 vph Critical Gap, Tc (Tab.10.2) 6 (secs.) 6 (secs.) Potential Capacity,Cp(Fig10.3) Cp8 = 105 pcph Cpil = 105 pcph I % of Cp utilized (V8 /Cp8)x100= 0% (V11 /Cp1l)x100= 0% Impedance Factor, P (Fig.10.5) P8= 1 P11= 1 Actual Capacity, Cm Cm8= Cp8xPlxP4 Cm1l= Cp11xP1xP4 II 87= 105x.84x.99pcph 87= 105x.84x.99pcph STEP 4 : LT From Minor Street < -\ V7 \ -> V10 Conflicting Flows, Vc Vc8(step3) +V11 +V12 =Vc7 Vcil(step3) +V8 +V9 =Vc10 1700+ 0+ 33= 1700vph 1700+ 0+ 2= 1700vph I Critical Gap, Tc (Tab.10.2) 6.5 (secs.) 6.5 (secs.) Potential Capacity,Cp(Fig10.3) Cpl = 85 pcph Cp10 - 85 pcph Actual Capacity, Cm Cm7= Cp7xP1xP4xP11xP12 CmlO= Cp10xP4xP1xP8xP9 = 85x.84x.99x 1x.96 = 85x.99x.84x lx 1 I = 68 pcph = 71 pcph ___ =c= ========================================= II I II II II I LOCATION.Pacific Hwy./Garrett St. NAME:Site + Exist PM, Alt. lA 11 SHARED LANE CAPACITY APPROACH MOVEMENTS 7,8,9 CR CR LOS LOS I OVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH = 7 1 68 160 67 157 E D I 8 0 87 160 87 157 E D 9 2 491 160 489 157 A D APPROACH MOVEMENTS 10,11,12 CR CR LOS LOS ILOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH I 10 17 71 171 54 120 E D 11 0 87 171 87 120 E D 12 34 575 171 541 120 A D MAJOR STREET LEFT TURNS 1,4 "'MOVEMENT V(PCPH) CM(PCPH) CR(CM -V) LOS as =a = _ _ -_ = =a= === II 1 4 56 249 193 D 3 176 173 D I COMMENTS: II II II II 1 II 1 II II "LOCATION:Pacific Hwy./Garrett St. NAME:Site + Exist PM, Alt. 1B IIHOURLY VOLUMES Grade 0% N = 1 24 V12 II 0 V11 <N II N= 3 V170 < v 1> A = Grade 0% < V5-- 1342 N= 3 I 51--Vi 1641 --V2 A v > major road 3 Grade 0% 5--V3 v <1 A > HWY 99 = V7 I I 1 V8 STOP xx YIELD N= 1 0 Date of Counts:Sept. 1994 I minor road V9 Time Period:Peak Hour 2 Prevailing Speed:40mph Garrett St. PHF:.85 Grade 0 % Population:1000000 I =w... . == = == VOLUME ADJUSTMENTS Movement no. 1 11 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 Volume (vph) 1 51116411 51 3113421 271 11 01 2 1 17 1 0 1 24 1 11 Vol(pcph),Tab.10.11 56 IXXXXIXXXXI 3IXXXXIXXXXI 11 01 21 171 0 1 25 1 IIVOLUMES IN PCPH 25 V12 II 0 V11 17 II = V10 < v 1> A === === V6 == = === < V5-- == 56 V1 A v V4-- 3 II = V2 = V3 > v <1 A > = = = V7 1 ====================== I V8 0 V9 II II I 1 LOCATION:Pacific Hwy. /Garrett St. NAME:Site + Exist PM, Alt. 1B = _ _ =________ STEP 1 : RT From Minor Street I / -> V9 1 < -/ V12 ' Conflicting Flows, Vc 1/2 V3 +V2 =Vc9 1/2 V6 +V5 =Vc12 3+ 821= 824 vph 14+ 671= 685 vph Critical Gap, Tc (Tab.10.2) 5 (secs.) 5 (secs.) I Potential Capacity,Cp(Figl0.3) Cp9 = 491 pcph Cpl2 = 575 pcph % of Cp utilized (V9 /Cp9)x100= .4% (V12 /Cp12)x100= 4.3% Impedance Factor, P (Fig.10.5) P9= 1 P12= .97 "Actual Capacity, Cm Cm9 =Cp9= 491 pcph Cm12 =Cp12= 575 pcph - STEP 2 : LT From Major Street ( v -- V4 ( - - ^ V1 I _=============================================== = = =__________ =_=___ =________ =__ Conflicting Flows, Vc V3 +V2 =Vc4 V6 +V5 =Vc1 5+ 1641= 1646 vph 27+ 1342= 1369 vph 11Critical Gap, Tc (Tab.10.2) 5 (secs.) 5 (secs.) Potential Capacity,Cp(Figl0.3) Cp4 = 176 pcph Cpl = 249 pcph % of Cp utilized (V4 /Cp4)x100= 1.7% (V1 /Cpl)x100= 22.5% Impedance Factor, P (Fig.10.5) P4= .99 P1= .84 Actual Capacity, Cm Cm4 =Cp4= 176 pcph Cml =Cpl= 249 pcph STEP 3 : TH From Minor Street I A V8 I v V11 ___ _______________________________ = = = = == Conflicting Flows, Vc .5V3 +V2 +Vl +V6 +V5 +V4 =Vc8 .5V6 +V5 +V4 +V3 +V2 +V1 =Vc11 1 3+ 1641+ 51+ 27+ 14+ 1342+ 3+ 5+ 1342+ 3= 1700 vph 1641+ 51= 1700 vph Critical Gap, Tc (Tab.10.2) 6 (secs.) 6 (secs.) Potential Capacity,Cp(Fig10.3) Cp8 = 105 pcph Cpll = 105 pcph I % of Cp utilized (V8 /Cp8)x100= 0% (V11 /Cpll)x100= 0% Impedance Factor, P (Fig.10.5) P8= 1 P11= 1 Actual Capacity, Cm Cm8= Cp8xPlxP4 Cm11= Cp11xPlxP4 I 87= 105x.84x.99pcph 87= 105x.84x.99pcph STEP 4 : LT From Minor Street I < -\ V7 \ -> V10 Conflicting Flows, Vc Vc8(step3) +V11 +V12 =Vc7 Vc11(step3) +V8 +V9 =Vc10 1700+ 0+ 24= 1700vph 1700+ 0+ 2= 1700vph I Critical Gap, Tc (Tab.10.2) 6.5 (secs.) 6.5 (secs.) Potential Capacity,Cp(Fig10.3) Cpl = 85 pcph CplO = 85 pcph Actual Capacity, Cm Cm7 =Cp7xPlxP4xPllxP12 Cm10 =CplOxP4xP1xP8xP9 I = 85x.84x.99x lx.97 69 pcph 85x.99x.84x lx 1 = 71 pcph II I II I II I . . LOCATION:Pacific Hwy. /Garrett St. NAME:Site + Exist PM, Alt. 1B I SHARED LANE CAPACITY APPROACH MOVEMENTS 7,8,9 CR CR LOS LOS ,MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH 7 1 69 162 68 159 E D 8 0 87 162 87 159 E D II 9 2 491 162 489 159 A D APPROACH MOVEMENTS 10,11,12 CR CR LOS LOS I MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH I 10 17 71 148 54 106 E D 11 0 87 148 87 106 E D 12 25 575 148 550 106 A D MAJOR STREET LEFT TURNS 1,4 MOVEMENT V(PCPH) CM(PCPH) CR(CM -V) LOS c == _ __ ___ _____ _________ = - -== II 1 4 56 249 193 D 3 176 173 D II COMMENTS: 1 II II I II II I II I LOCATION:Pacific Hwy. /Garrett St. NAME:Site + Exist PM, Alt. 1C IHOURLY VOLUMES Grade 0% N = 1 24 V12 I 0 <N V11 I 17 I N= 3 < v 1> A V6 -- 26 Grade 0% < V5 -- 1342 N= 3 51 - -V1 A v V4 -- 3 I 1641 - -V2 > major road Grade 0% 5 - -V3 v <� > HWY 99 == V7 I = == = =a= === =a= == = = =c = =a Ii STOP xx V8 YIELD N= 1 0 Date of Counts:Sept. 1994 . V9 Time Period:Peak Hour minor road 2 Prevailing Speed:40mph Garrett St. PHF:.85 Grade 0 % Population:1000000 VOLUME ADJUSTMENTS I Movement no. 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 1 12 Volume (vph) 1 51116411 51 3113421 261 11 01 21 171 01 241 I Vol(pcph),Tab.10.1) 561XXXXIXXXXI 3IXXXXIXXXX1 11 01 21 171 01 251 VOLUMES IN PCPH 25 V12 I 0 V11 I 17 = = V10 =a= == =a= aaaaaaaaaaaaa I < v 1> A V6 =_ < V5-- _ 56 - -V1 A v V4 -- . 3 I =_ - -V2 > V 3 v <1 A > _____________________= V7 I = = = = == as = = == aaa = aaa = =a I 1 V8 V9 I 2 I I I I OCATION:Pacific Hwy. /Garrett St. NAME:Site + Exist PM, Alt. 1C =_______ ___ = - = -= = = = === = = === === = = = = = = = = == STEP 1 : RT From Minor Street I / -> V9 1 < -/ V12 I ============== onflicting Flows, Vc 1/2 V3 +V2 =Vc9 1/2 V6 +V5 =Vc12 3+ 821= 824 vph 13+ 671= 684 vph I ritical Gap, Tc (Tab.10.2) 5 (secs.) 5 (secs.) tential Capacity,Cp(Fig10.3) Cp9 = 491 pcph Cp12 = 575 pcph % of Cp utilized (V9 /Cp9)x100= .4% (V12 /Cp12)x100= 4.3% Impedance Factor, P (Fig.10.5) P9= 1 P12= .97 'Actual Capacity, Cm Cm9 =Cp9= 491 pcph Cm12 =Cp12= 575 pcph ________ = = = == = ================ = = = = == STEP 2 : LT From Major Street I v -- V4 - -^ V1 Conflicting Flows, Vc V3 +V2 =Vc4 V6 +V5 =Vc1 5+ 1641= 1646 vph 26+ 1342= 1368 vph " Critical Gap, Tc (Tab.10.2) 5 (secs.) 5 (secs.) Potential Capacity,Cp(Fig10.3) Cp4 = 176 pcph Cpl = 250 pcph % of Cp utilized (V4 /Cp4)x100= 1.7% (V1 /Cpl)x100= 22.4% ( Impedance Factor, P (Fig.10.5) P4= .99 Pl= .84 Actual Capacity, Cm Cm4 =Cp4= 176 pcph Cmi =Cp1= 250 pcph 1 ,=======.....= = = = _= ___ =_ = =_ _= =_ = == = =_ = =_____________________ STEP 3 : TH From Minor Street A V8 I v V11 ___ = =____======== ======= = = == == == == == = === == = = == == Conflicting Flows, Vc .5V3 +V2 +V1 +V6 +V5 +V4 =Vc8 .5V6 +V5 +V4 +V3 +V2 +V1 =Vc11 II 3+ 1641+ 51+ 26+ 13+ 1342+ 3+ 5+ 1342+ 3= 1700 vph 1641+ 51= 1700 vph Critical Gap, Tc (Tab.10.2) 6 (secs.) 6 (secs.) 11 Potential Capacity,Cp(Fig10.3) Cp8 = 105 pcph Cpll = 105 pcph % of Cp utilized (V8 /Cp8)x100= 0% (V11 /Cpil)x100= 0% Impedance Factor, P (Fig.10.5) P8= 1 Pil= 1 Actual Capacity, Cm Cm8= Cp8xPixP4 Cm1l= Cp11xP1xP4 87= 105x.84x.99pcph 87= 105x.84x.99pcph ____ = =__ == = = = =___ _________________________ II STEP 4 : LT From Minor Street I < -\ V7 I \ -> V10 Conflicting Flows, Vc Vc8(step3) +V11 +V12 =Vc7 Vcii(step3) +V8 +V9 =Vc10 1700+ 0+ 24= 1700vph 1700+ 0+ 2= 1700vph Critical Gap, Tc (Tab.10.2) 6.5 (secs.) 6.5 (secs.) 'Potential Capacity,Cp(Fig10.3) Cpl = 85 pcph CpiO = 85 pcph Actual Capacity, Cm Cm7= Cp7xP1xP4xP11xP12 Cm10= Cp1OxP4xPixP8xP9 I = 85x.84x.99x lx.97 = 85x.99x.84x lx 1 = 69 pcph = 71 pcph II II I II 1 OCATION:Pacific Hwy. /Garrett St. NAME:Site + Exist PM, Alt. 1C II SHARED LANE CAPACITY APPROACH MOVEMENTS 7,8,9 CR CR LOS LOS MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH I ======= =_==_==__==__==_===___= 7 1 69 162 68 159 E D 8 0 87 162 87 159 E D I 9 2 491 162 489 159 A D APPROACH MOVEMENTS 10,11,12 CR CR LOS LOS L OVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH 10 17 71 148 54 106 E D II 11 0 87 148 87 106 E D 12 25 575 148 550 106 A D MAJOR STREET LEFT TURNS 1,4 OVEMENT V(PCPH) CM(PCPH) CR(CM -V) LOS == ===================================== 1 56 250 194 D II 4 3 176 173 D II COMMENTS: I r I II II I II II II II t OCATION:Pacific Hwy. /Garrett St. NAME:Site + Exist PM, Alt. 2A I OURLY VOLUMES Grade 0% N = 1 47 II V12 0 <N V11 II I 34 = V10 =_ N= 3 < v I> V6 -- 42 Grade 0% < V5 -- 1330 N= 3 I 69 - -Vl v V4 -- 3 A 1625 - -V2 > major road Grade 0% 5 - -V3 v <I A > HWY 99 I 1 STOP xx V8 YIELD N= 1 0 Date of Counts:Sept. 1994 I minor road V9 Time Period:Peak Hour 2 Prevailing Speed:40mph Garrett St. PHF:.85 Grade 0 % Population:1000000 = OLUME ADJUSTMENTS 'Movement no. 1 1 2 1 3 1 4( 5 1 6 1 7 1 8 1 9( 10 1 11 ( 12 1 Volume (vph) 1 69 16251 51 3113301 421 11 01 21 341 01 471 I Vo1(pcph),Tab.10.11 76I XXXXIXXXXI 3IXXXXIXXXXI 11 01 21 351 01 481 IVOLUMES IN PCPH 48 V12 I 0 Vii II = I 35 < v I .> V6-- == < V5 -- 76 - -V1 A v V4 -- 3 II __ - -V2 > __ - -V3 v <1 A > == _____________ V7 I =___ __________ I V8 V9 I 2 II I I LOCATION:Pacific Hwy. /Garrett St. ____NAME:Site + Exist PM, Alt. 2A == == = = === === _a= === == _ == = == = ==== = == STEP 1 : RT From Minor Street ( / -> V9 1 < -/ V12 Conflicting Flows, Vc 1/2 V3 +V2 =Vc9 1/2 V6 +V5 =Vc12 3+ 813= 816 vph 21+ 665= 686 vph Critical Gap, Tc (Tab.10.2) 5 (secs.) 5 (secs.) Potential Capacity,Cp(Fig10.3) Cp9 = 495 pcph Cp12 = 574 pcph % of Cp utilized (V9 /Cp9)x100= .4% (V12 /Cp12)x100= 8.4% Impedance Factor, P (Fig.10.5) P9= 1 P12= .95 I Actual Capacity, Cm Cm9 =Cp9= 495 pcph Cml2 =Cp12= 574 pcph - STEP 2 : LT From Major Street ( v -- V4 - -^ V1 Conflicting Flows, Vc V3 +V2 =Vc4 V6 +V5 =Vc1 5+ 1625= 1630 vph 42+ 1330= 1372 vph I Critical Gap, Tc (Tab.10.2) 5 (secs.) 5 (secs.) Potential Capacity,Cp(Figl0.3) Cp4 = 179 pcph Cpl = 248 pcph % of Cp utilized (V4 /Cp4)x100= 1.7% (V1 /Cp1)x100= 30.6% Impedance Factor, P (Fig.10.5) P4= .99 P1= .76 "Actual Capacity, Cm Cm4 =Cp4= 179 pcph Cml =Cpl= 248 pcph II STEP 3 : TH From Minor Street A V8 v V11 Conflicting Flows, Vc .5V3 +V2 +Vi +V6 +V5 +V4 =Vc8 .5V6 +V5 +V4 +V3 +V2 +V1 =Vcll I 3+ 1625+ 69+ 42+ 21+ 1330+ 3+ 5+ 1330+ 3= 1700 vph 1625+ 69= 1700 vph Critical Gap, Tc (Tab.10.2) 6 (secs.) 6 (secs.) Potential Capacity,Cp(Fig10.3) Cp8 = 105 pcph Cpil = 105 pcph I % of Cp utilized (V8 /Cp8)x100= 0% (V11 /Cpi1)x100= 0% Impedance Factor, P (Fig.10.5) P8= 1 P11= 1 Actual Capacity, Cm Cm8= Cp8xPixP4 Cm11= Cp11xPixP4 I 79= 105x.76x.99pcph 79= 105x.76x.99pcph == = = =a_ = = = =a_ == = = === === = = == = == = = == STEP 4 : LT From Minor Street I < -\ V7 \ -> V10 _________ _________ = = = = === = === ===== = == = == II Conflicting Flows, Vc Vc8(step3) +V11 +V12 =Vc7 Vc11(step3) +V8 +V9 =Vc10 1700+ 0+ 47= 1700vph 1700+ 0+ 2= 1700vph II Critical Gap, Tc (Tab.10.2) 6.5 (secs.) 6.5 (secs.) Potential Capacity,Cp(Fig10.3) Cpl = 85 pcph Cp10 - 85 pcph Actual Capacity, Cm Cm7 =Cp7xPixP4xPi1xP12 Cm10= Cp10xP4xPixP8xP9 U = 85x.76x.99x lx.95 = 61 pcph = 85x.99x.76x lx 1 = 64 pcph II II II II II "LOCATION:Pacific Hwy. /Garrett St. NAME:Site + Exist PM, Alt. 2A 1 SHARED LANE CAPACITY APPROACH MOVEMENTS 7,8,9 CR CR LOS LOS MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH 7 1 61 147 60 144 E D 8 0 79 147 79 144 E D 1 9 2 495 147 493 144 A D APPROACH MOVEMENTS 10,11,12 CR LOS LOS I CR MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH 10 35 64 132 29 49 E E I 11 0 79 132 79 49 E E 12 48 574 132 526 49 A E MAJOR STREET LEFT TURNS 1,4 1 MOVEMENT V(PCPH) CM(PCPH) CR(CM -V) LOS _ = === == __===== === ______ == = _________ 1 76 248 172 D 1 4 3 179 176 D 1 COMMENTS: 1 1 • 1 I 1 1 1 1 I I 'LOCATION:Pacific Hwy. /Garrett St. NAME:Site + Exist PM, Alt. 2B L OURLY VOLUMES Grade 0% N = 1 27 I V12 0 <N Vii II I N= 34 V 1 0 3 < v 1> A V6 -- 42 Grade 0% < V5 -- 1330 N= 3 69 - -Vl v V4 -- 3 I 1625 - -V2 > major road Grade 0% 5 - -V3 v < 1 A > HWY 99 ccccc= ccaacccca=c=accc V 7 r�= =cccc =c =c=c=ccc ===c Ii STOP xx V8 YIELD N= 1 0 Date of Counts:Sept. 1994 I minor road V9 Time Period:Peak Hour 2 Prevailing Speed:40mph Garrett St. PHF:.85 Grade 0 % Population:1000000 I c=c=accaac=a= .c = c- ac= a= caaccaacca =ca=ccaaaaacaa =c= =c= =c= acc=c =cc =cca =ac =ca VOLUME ADJUSTMENTS I Movement no. 1 1 1 2 1 3 1 4 1 5 1 6 7( 8 1 9 1 10 ( 11 ( 12 Volume (vph) 1 69116251 51 3113301 421 11 01 21 341 01 271 I Vol(pcph),Tab.10.1I 76IXXXXIXXXXI 31XXXXIXXXXI 11 01 21 351 01 281 cacc == acc =cca cca c== =ac__c= ==a=__== =cc= c==cc=c=a I VOLUMES IN PCPH 28 V12 r i V11 35 = acc a -caa == Vi 0 ca=c==ccaccaac=cacc == I < v I > ^ V6-- ca < V5 -- 76 - -V1 A v V4 -- . 3 II __ - -V2 > as - -V3 v <I A > == = c == V7 I ca== ==== =______ I V8 V9 I 2 II II II ' LOCATION:Pacific Hwy. /Garrett St. NAME:Site + Exist PM, Alt. 2B ____ STEP 1 : RT From Minor Street 1 / -> V9 1 < -/ V12 I Conflicting Flows, Vc 1/2 V3 +V2 =Vc9 1/2 V6 +V5 =Vc12 3+ 813= 816 vph 21+ 665= 686 vph Critical Gap, Tc (Tab.10.2) 5 (secs.) 5 (secs.) I Potential Capacity,Cp(Fig10.3) Cp9 = 495 pcph Cp12 = 574 pcph % of Cp utilized (V9 /Cp9)x100= .4% (V12 /Cp12)x100= 4.9% Impedance Factor, P (Fig.10.5) P9= 1 P12= .97 ,Actual Capacity, Cm Cm9 =Cp9= 495 pcph Cm12 =Cp12= 574 pcph STEP 2 : LT From Major Street ( v -- V4 ( - -^ V1 Conflicting Flows, Vc V3 +V2 =Vc4 V6 +V5 =Vcl 5+ 1625= 1630 vph 42+ 1330= 1372 vph " Critical Gap, Tc (Tab.10.2) 5 (secs.) 5 (secs.) Potential Capacity,Cp(Fig10.3) Cp4 = 179 pcph Cpl = 248 pcph % of Cp utilized (V4 /Cp4)x100= 1.7% (V1 /Cpl)x100= 30.6% i mpedance Factor, P (Fig.10.5) P4= .99 Pl= .76 ctual Capacity, Cm Cm4 =Cp4= 179 pcph Cml =Cpl= 248 pcph ______ _ ____________ ========================== I STEP3 : TH From Minor Street A V8 v V11 Conflicting Flows, Vc .5V3 +V2 +V1 +V6 +V5 +V4 =Vc8 .5V6 +V5 +V4 +V3 +V2 +V1 =Vcll I 3+ 1625+ 69+ 42+ 21+ 1330+ 3+ 5+ 1330+ 3= 1700 vph 1625+ 69= 1700 vph Critical Gap, Tc (Tab.10.2) 6 (secs.) 6 (secs.) Potential Capacity,Cp(Fig10.3) Cp8 = 105 pcph Cpll = 105 pcph % of Cp utilized (V8 /Cp8)x100= 0% (V11 /Cpll)x100= 0% Impedance Factor, P (Fig.10.5) P8= 1 P11= 1 Actual Capacity, Cm Cm8= Cp8xPlxP4 Cmll =CpllxPixP4 II 79= 105x.76x.99pcph 79= 105x.76x.99pcph ____ _____=_=---=---======================== = = = = = = = = = = = = = = = = = = = = = = = = = = = = = == I STEP 4 : LT From Minor Street < -\ V7 I \ -> V10 = =___ ____________________________ Conflicting Flows, Vc Vc8(step3) +V11 +V12 =Vc7 Vcll(step3) +V8 +V9 =Vc10 1700+ 0+ 27= 1700vph 1700+ 0+ 2= 1700vph " Critical Gap, Tc (Tab.10.2) 6.5 (secs.) 6.5 (secs.) Potential Capacity,Cp(Fig10.3) Cpl = 85 pcph Cp10 = 85 pcph Actual Capacity, Cm Cm7= Cp7xPlxP4xP11xP12 Cm10= Cp1OxP4xPlxP8xP9 I = 85x.76x.99x lx.97 lx 1 = 62 pcph = 64 pcph ' sss == == ==a = = = = = === = = = = == =ass == == = = = = = === == ass== == = == = = == = = = = ==== = == ===... =..ea II 1 I I L OCATION:Pacific Hwy. /Garrett St. NAME:Site + Exist PM, Alt. 2B II SHARED LANE CAPACITY APPROACH MOVEMENTS 7,8,9 CR CR LOS LOS MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH I s == = =a=- -- __- =- == a= ======a== aa== =aaaaa 7 1 62 149 61 146 E D 8 0 79 149 79 146 E D II 9 2 495 149 493 146 A D APPROACH MOVEMENTS 10,11,12 CR LOS LOS I CR MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH � aa= aa== aa= a=== aaaa = == as = =a = == aaa= a== a== aaaaaa= a== a a= a= a= aa== a= oaa =aa = =aa 10 35 64 106 29 43 E E I 11 0 79 106 79 43 E E 12 28 574 106 546 43 A E MAJOR STREET LEFT TURNS 1,4 I MOVEMENT V(PCPH) CM(PCPH) CR(CM -V) LOS as =aa aaa =aa ==== a== === =aa = == aaa= a=a= aa== === a====== a===== = = = = =a 1 76 248 172 D ' 4 3 179 176 D I COMMENTS: II II II I II II II 1 II L OCATION:Pacific Hwy. /Garrett St. NAME:Site + Exist PM, Alt. 2C rOURLY VOLUMES Grade 0% N = 1 27 V12 I 0 <N Vii I 34 II accc=ccc=ccc =cc V10 occacacc= cac=c=cacmccc N= 3 < v 1> A V6 -- 39 Grade 0% < V5 -- 1334 N= 3 69 - -V1 v V4 -- 3 I 1625 - -V2 > major road Grade 0% 5 - -V3 v <1 A > HWY 99 cc=cccc=ac==acc=cac= =c V7 ccac =caa =ac��c =ccac II 1 STOP xx V8 YIELD N= 1 0 Date of Counts:Sept. 1994 I minor road V9 Time Period:Peak Hour 2 Prevailing Speed:40mph Garrett St. PHF:.85 Grade 0 % Population:1000000 __= c = VOLUME ADJUSTMENTS "Movement no . I 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 1 11 I 12 I Volume (vph) I 69116251 51 3113341 391 11 01 21 341 01 271 Il Vol(pcph),Tab.10.11 76IXXXXIXXXXI 3IXXXXIXXXXI 11 01 21 351 01 281 acaccacacc= ccac= cccc = cccc =acccc= ccaccc= ccac= acccacccaaac =ccc= c a=cc==accccaacc =m I VOLUMES IN PCPH 28 V12 II 0 V11 I 35 = ccccac V10 A ====== =============== I < v 1> V6 -- __ < V5 -- 76 - -V1 A v V4 -- 3 II __ - -V2 > __ - -V3 v <1 A > = = V7 I =__==__--- __===- ______ I l V8 V9 II 2 II I II LOCATION:Pacific Hwy. /Garrett St. NAME:Site + Exist PM, Alt. 2C I STEP 1 : RT From Minor Street / -> V9 1 < -/ V12 Conflicting Flows, Vc 1/2 V3 +V2 =Vc9 1/2 V6 +V5 =Vc12 3+ 813= 816 vph 20+ 667= 687 vph Critical Gap, Tc (Tab.10.2) 5 (secs.) 5 (secs.) Potential Capacity,Cp(Fig10.3) Cp9 = 495 pcph Cp12 = 573 pcph I % of Cp utilized (V9/Cp9)x100= .4% (V12 /Cp12)x100= 4.9% Impedance Factor, P (Fig.10.5) P9= 1 P12= .97 Actual Capacity, Cm Cm9 =Cp9= 495 pcph Cm12 =Cp12= 573 pcph STEP 2 : LT From Major Street I v -- V4 V1 I Conflicting Flows, Vc V3 +V2 =Vc4 V6 +V5 =Vcl 5+ 1625= 1630 vph 39+ 1334= 1373 vph Critical Gap, Tc (Tab.10.2) 5 (secs.) 5 (secs.) I Potential Capacity,Cp(Fig10.3) Cp4 = 179 pcph Cpl = 248 pcph % of Cp utilized (V4 /Cp4)x100= 1.7% (V1 /Cp1)x100= 30.6% Impedance Factor, P (Fig.10.5) P4= .99 P1= .76 Actual Capacity, Cm Cm4 =Cp4= 179 pcph Cml =Cpl= 248 pcph STEP 3 : TH From Minor Street ( A V8 I v V11 l ===_= =============================================== Conflicting Flows, Vc .5V3 +V2 +V1 +V6 +V5 +V4 =Vc8 .5V6 +V5 +V4 +V3 +V2 +V1 =Vc11 3+ 1625+ 69+ 39+ 20+ 1334+ 3+ 5+ 1334+ 3= 1700 vph 1625+ 69= 1700 vph I Critical Gap, Tc (Tab.10.2) 6 (secs.) 6 (secs.) Potential Capacity,Cp(Figi0.3) Cp8 = 105 pcph Cpil = 105 pcph % of Cp utilized (V8 /Cp8)x100= 0% (V11 /Cp11)x100= 0% II Impedance Factor, P (Fig.10.5) P8= 1 Pll= 1 Actual Capacity, Cm Cm8 =Cp8xP1xP4 Cm11 =Cp11xP1xP4 79= 105x.76x.99pcph 79= 105x.76x.99pcph STEP 4 : LT From Minor Street < -\ V7 \ -> V10 I =a ________________________________________ ____ ^ = = ____________________ = = == te = ==== Conflicting Flows, Vc Vc8(step3) +V11 +V12 =Vc7 Vc1l(step3) +V8 +V9 =Vc10 1700+ 0+ 27= 1700vph 1700+ 0+ 2= 1700vph Critical Gap, Tc (Tab.10.2) 6.5 (secs.) 6.5 (secs.) I Potential Capacity,Cp(Fig10.3) Cpl = 85 pcph Cp10 = 85 pcph Actual Capacity, Cm Cm7=Cp7xPlxP4xPllxP12 Cm10 =Cp10xP4xP1xP8xP9 = 85x.76x.99x lx.97 = 85x.99x.76x lx 1 II = 62 pcph - 64 pcph I I II II II L OCATION:Pacific Hwy. /Garrett St. NAME:Site + Exist PM, Alt. 2C SHARED LANE CAPACITY t APPROACH MOVEMENTS 7,8,9 CR CR LOS LOS MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH r ===== == ==== === ===== === ========= ========== ==as ===== ========= ==== =oc===... a 7 1 62 149 61 146 E D 8 0 79 149 79 146 E D 9 2 495 149 493 146 A D I APPROACH MOVEMENTS 10,11,12 CR CR LOS LOS 'MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM -V) (CSH -V) CM CSH = ============== ===== == = = === ===== = === = == =a= as == ==== 10 35 64 106 29 43 E E I 11 0 79 106 79 43 E E 12 28 573 106 545 43 A E MAJOR STREET LEFT TURNS 1,4 MOVEMENT V(PCPH) CM(PCPH) CR(CM -V) LOS 1 76 248 172 D I 4 3 179 176 D II COMMENTS: III II II II II I II II II • HARRIS— McMONAGLE ASSOCIATES, INC.ft V'etrE 3 00 lIT TGD3QMSEOTTd ENGINEERS— SURVEYORS 12555 S.W. HALL BLVD. 11GARD, OR 97223 -6287 17n/ I J00 NO. PHONE: (503) 639 -3453 — 25 — '92S TO Re. • GENTLEMEN: WE ARE SENDING YOUp /Att = Under separate cover via the following items: = Shop drawings = Prints = Plans = Samples = Specifications = Copy of letter = Change order COPIES I DATE I NO. I • DES:.RIPTION ! j j I I � i I j I THESE ARE TRANSMITTED as checked oeiow: Dr approval = Aooroved as submitted = Resubmit conies for approval pr your use. = Approver as noted = Submit copies for distribution s reouested = Returned for corrections = Return corrected pnnts = For review and comment = = FOR BIDS DUE 19 = PRINTS RETURNED AFTER LOAN TO US REMARKS . 45 - 5 rii7• /(///J 0� • COPY TO / -� • p. /� e SIGNED•. � /�® • TRANSMITTAL Harris - McMonagle Associates Engineers - Surveyors 12555 S.W. Hall Blvd. Tigard, Oregon 97223 TEL. (503) 639 -3453 - Fax 639 -1232 TO: L./l�V ,d .S o#- �� d � ; r� ct Ti yard &d p4074 � :; s 'OM11U !iTy DEVELOPT'T DATE: / rs PROJECT: &747 Olers Q_ f WE ARE SENDING YOU ATTACHED THE FOLLOWING ITEMS: SHOP DRAWINGS SAMPLES CHANGE ORDER COPY OF LETTER PLANS DATA SPECIFICATIONS MYLARS OTHER: FOR YOUR: COMMENTS APPROVAL USE FILE COPIES DATE DESCRIPTION • • • REMARKS: 7 SIGNED: �� JAY RRIS, P.� A if! ` 1 VI P \ 1 1.41 , .1 \,„ 4.Prb 86; U 300 READY A 8 C U E F G H 1 pUi�� *. '------------------- '2 _-___________________-__--_-____...... '3 4 P ~~ V'268 k Applied lateral force, kips 5 h e.> AM/. 12.5 ft distance from ground surface to P. ft 6 o ^~ qmp» psf/ft allowable soil-brg Table 29-8. psf/ft ? b *=- 2.00 ft 24" dia' or diagonal dimension of a 1'41.poat ft 8 d_est 4.41 ft ESTIMATED embedment, ft 4.41 for pressure 9 10 Conacrai d to conver 11 S_3 es ^� - 12 d ^~ °'2S�P* h O��( ) 13 d~t/ 2 ft depth f embedme ' ft 14 OK Constrai ed 15 IS UNconstrained Press [Alt] u to converge 17 S_1 294 psf q*d_est / 3 18 A 2'34*P * lD8U/(S_ 19 d_u A/2*(l+(l+4'36*/A) 4IP ) 20 OK UNoon , 06-Deo-85 U3:4O--~��~~- ^c �' AC NUM • _ 4 :<7-71 ti All A . N. U ----- �E8P|RES: y • — ' • • -- - - - -- - -- I l�S R1 5 . if . \ \ !. me EFS Sines is a prec ;scut englner erd I . . with a wade sletica1 and horizont,sl bean spread. I �� Cs 'C/ k is designed }4t ‘meal purpose exteriOr lT4pd- , • ti hlir a lkations such as arks tots, tec.e- 1 t QP �, g Pp parking _ t v atronal sports facilities. and building extenors. The , /� . ,Z,P �; snit may 4s a;sred downward for general lighting :. I , P c�;;Z or upward for building or sign dm luinat4on. .. 4 >' �G 1,, I Phot ACt be or white. SPE{tFlCArt4lvs 1Gl ASSEuB1r -- the optical azsembty a � } 0 20 40 ttG} itOISTRJ6UTl0� '�i-- Tt�sEfStum�na�rfsl�all fieet ai ierroutcom t ponentsw +thaspetuiar,m ti +ptf bs - r 1 I �" the spec: ed g 4 surbutron and toot und:e 'ere s nacre Alt ;�'r n.shed • es'ectar. FINISH - A powder c 1 S CALE S 51 00" ----/,--------.-\\ with an internal optical s}stern and tamping. I E � coated n is avaitabie in dar tik C ASSE.'ietY - Ti e 'Ixt i�e shall be factory prtwired. c n. it 3 O \ `� / LEGEND ptrety asserrb`ed and ;red prior to shipment. Feld bronze, black e SIDEWALK \ > _ rut h aaon t bract-et 4r pets can be accomplished fi shed with- ►t. lGAO►hG .- Fixtures shall 5s horizontally mounted 4 SiD E ' I - \ Dui having to r s or disassemble a ny f xti c xtt• and desired to withs a minimum of 200 pounds !RIPE � � � � fill tab for wet bcat;ans.' of dead w till without permanent deflection -- �' - 1 ..-k 313 0 4" SOLID 4�t 11TE S _ o - a 7 < \' / FLOODLIGHT ?o'•ents. ssure shad hl7UStNG -- 11-4 l xtu :s hcus.ng shall be consirtacttd i SSQRiES - ar ='s. cut�n sh e38a. his ng, eis tO / -- • U, . . `� Q } } from !statiy gauge aluminum + st eat internally we ldr9. potyurbon sn e;d .ii I ' ° n 3 ; WO* -. The a)urrtirucn door st•ati be formed into ore - / ,410, l J` - ` \ \ 4 a p'ec tens shalt be 3I1 6' eta glass fully tempered rte FAINTED STRIPE ��it� ORDER thermal and st tick •es=uant. Silicone and cioscd cell -- 4 4 4 4 4 t •t n C+ eoprers Gaskets present entry of 4;1. dust or N �� MENU nset Ail ex,erral hardware 43 b-e ssaireess steel. I i -.-----. y } CACtRW(3 ihFCRt/ATrCN - - - *ATM -•-\" - Q �,A - - -- _ N , 1 t t t. xelts s 4 +e h1ING � NLMeee 0. 4. SAW S. wMr t. ft :w,ar t. UM t. fulltE _ _ 3' - a-\ C) 1 J - a - 4 4 art iliac st SALSAS! . YOtUCE nil Htits� 4 5' Q \C a 3 7..) ) I.' ii Al c+�,w r ' ; .1. :tit :o CG[ Os � -- \, \, d • O } > • y N it: > r a a ••r. i :t Cab. ' O AEG r+ NI C4• + a.d VAL < \ I ° ° ' / .,a ! O b4 Ix* t.s.0. :60 Lt t. 41 2 • • / 0 Y- /` ° , J , > , mourtr II -Tnpv hr'S 40 WI y U --- � ' / 1 / } - 4 y_ a Al / t'�A 1 .re uT Alta U I r. /5/1 �Q rig ::- y Ks tT tne Su A U , � a I �, 1 " / \► --r i S .a o I �- EEL OPS . / � ,f" J _- - v� r- -- �- yJt� EL S j P S o Z '. `.�.... w - -- -. - - - - - tto \ 3o� STA S / - ---- -- i---- (3) ' 16' TALLS I . r i PSSN Steel Square Pole Series f" • r 0 (./) I a > p ) / 411 i 4' S� �f1 di... Rgts?sl n. Cct1t+f �l.t. j?�.` $v al vlxfd �3A LI j -- -- i } tbtyester9twcfr 105141 G'ccass prcY u�¢ an 4(1. • / o r.ar,c� appearance. The luusnrrg protein ,rvch $ s an 2 - 8 ' 0 O. x 4-3'a r• e�ec.restaliC apptitatcn and trgerrral %Ivan. a� rr'Ig t 4 gol y ys; p�rrGer o ers�N a� whto i 'a. iii � Tt+ e $ pewter er e t 4t t•.fatp ve unJ a rr.atls. ereAs tt"t$ s ppct$ I °f ` } 3 came. Ire pcwCet transiprm.l�nra a nomcerett. hen► c , ;rGrou GCQ. ti pGron ;,Gr•s Ge i t �- te - - - - - - - - - - - - -� ., - - - - smeair • a :tio trn t 70 f r �tti s n prpCess card ir tray pc. li c' I r to «Mst e em s * fatte r ; ^ •w e e «attioc,. vacfur • a o or ;rea'rq. � � a 3 4' S oO • (n Can;nn.,r:lan: poi* l egit +s . ec ra ws+ced .►S tet A. (.) 9'x , g' ST LLS i Grade 3 steel l *eh a mu1><t y ci st; erigtn a 1 ` n j 3 y 'r mdhrtMLLrtt�y td ° fr ;."1 Oi � pSt 5tariCarg 2 = ; Rti 1 y ' - •-a- \ 0 4,�P V ' > / ti tr Ol ,?lira. ttrorte. art aM t�atu�u t+. Cans * Jf rand t+ci. a tZ aDGve pc'$ Cgs$. Ara acV , n sttnCar I ik c ` r } / Z � t ''C.:,ey To r '4aq •��e CO area . ,a ".ln.4 ti. -.Sees 4 4 / / ------ -- :: - oo __ __ � � � � - 1 > a Tenon s 2.19' 0 0. by 4-1 II' in 'vv. if bcx on _-._- ---` }iE � ._ K . y FourCah 3y Cwers CraGkfti art l0 to t,sao. rev must st.'t^f?s1f, a'oeR Qruticiq Garorn at 're i'srs.$ d Deese pet s anc. \\ Deus. graur.4 114 and r>tiro -p +re taDrKatfQ ah�n^,,rnarn GARRE STREE tale ever. weatrerpraat *;p.* rettptac'a. ground 5, g - -_ it raer.,,rpier and ;atvar :ed aril ce Is are \---- ___-____ `- `�_ s ,3 f , optional. Information tau, circuit 1 ---_ -_ -- _ BACK OF °� ,.,,_. -- WALK - San @3 H2i�t"t CeSCxi¢trcn i4 4tFH 80 MPH 90 ,, MPH. 100 MPH 34Q Weight CirG'A I FACE OF] ?� R Oil : r: 8 f VI tt % E31 Y $ >s .zs 2 24 3 92- 11 ,2' SiGr >t ttGa 29 2 t9 >i to 3 ,5 3 \ y `>'. I f• $11G - ixt Ilea. 2,.1 1y.4 II 3 t 3 CGS ` °_ -_ --_ c; . ,5 1 :) %yam ASSN .4 : SttG -*& i ,7, t2 3 30 1 6.7 • d t,9 _.�, �. I _: ASSN -5 t Site 5 :5 nat. 7t 2 22 4 t 2 s3 2 C 1 'o- ,e � i,� • �._ ; S a t g f i e • t o a ► s 9 8 6., a 3 3 t .0 A minimum of 2 gvh�an;zed rigid steel - Exi st ing Cobra Head S treet Light '� as 4 l�. Sttc3 S,S i,Ga. iS i is S 17 3 t0 t C t5S conduit sweeps required per footing. - - ..: , • x ASSN s 20' Sail -444 i,Ga � 7 a 9 2 S t� i t 7 7 9 i ts� o 150 watt- 120v lamp .. , , „..,� ),..s$:3-4 sO • a: 9 � . � ^0 Size end depths os regu ;red z:'ffL:z t > `� ; ,� on 30' Fiber lass Pole �� ° '�' PssN -s z n life s.s etca. i3 3 i8 ,z: 9 e as end Notional Electrical ' L A ` 9 I . 2e.� 2� 0 1S.t 0 2sa �°�e P S.`t -S yr SO7 - 545 i 370a , t y 3 3 s II" min. d;0.1 _ . ..• .,� '�� / PSS 2g' $07G-444 t'! Ga. 2 0 9 S.t 2 ° g ,,, it tt-IE 12 s1 :; e e { 6 -- *4 baps 40 12" and f *6 �' 'o y t _ , ` ' K S0 a '< t - y 18 hoop 4 from top of footing Lv r r~ � <` �� 1 1 } Z 8 2� p55N. G e� s os Os Sh Ga . 3 S 29 a S l i 7 t 0 364 otirtz 3 , _. _ c ASSN-5 10' SOT , ,9 01Ga. 14 9 j U 1 "•1 �i',/ DSSrit S 30' Sa G E rtl of •a. 25 5 17 3 11 d 7 t=$ 23 40 3 N �( 2 o5 = �, p ' 7 - _• • 17 1' t Pour Qinst undisturbed material -- - 3 s ae 9 - i P$ -s 37 SO7G -calf 0?Ga. tl.$ g.1 2.2 J ST3 • or bo crtfill wilh well compocted ``' t {T J ~ � granulor moteriol. ----- -�-- -- G / ,,. r . �- _ .. �_____.R LIGHTING NOTES f = /b.:� is Notes #6 L -bars spliced to 1.40. vents. 1. 24' X 7.0' Concrete Base ( 2' Exposed ) F tin n a round 4n1 if tuminvirQ cyan A' c 20' - ,.sztoro ‘ t, foofnri 2. 4 - 3/4 x 36 Anchor Bolts, galvanized ( 4" Exposed ) TYPICAL. LUMINAir SUPPORT Double Bolt, Washer. 3. 4" x 4" x 25' Steel Pole REFERENCE INFORMATION AND NOTES: DESIGN SCALE AS SHOWN 1RAGEo 899 WEST CYPRESS CREEK ROAD, SUITE 500 FORT LAUDERDALE, FLORIDA 33309 cos No. LO CHECKED _ w. SHEET w s �� REV. DESCRIPTION sue. - DATE Lighting Plan -� D ATE REFER TO TRACING FOR LATEST REVISIO ..-3 [ N _.. _.__ 11 24/95 OF 1 \ - i< H� 10‘411 � 207.3� _ o M.H. >i _ / 20 3.9 X 2 X � M t * PV 0. r 2 18 - , o 4,,, x x 212.5 * \ + ill, � ! / -: f/ \ v / O#> \ ' A R K I NG ` �`'� �I ' MH ♦ . O 0889 j� MH S 25 . 0 0 / \ /. , <, .6X,--) M.H. \ ` MI 1P4/ . / % :; \ ✓ 4 / # ° / PARKING �r� K. 156 •t r Q `;� 7.15 :Z , � �MH a� , r , M H i + 4 ' -:--- — — , r / 4 0 "3 ` / � ,1 AIL , i / X 183.2 4 B R. 401 11000 , - vqs, 41 1p, — N� \ BR., � �� Q Q - �8.- d 2082 c ' ' Q Q ri X ) ile sir Ofra 313 x 4111 jir SS II ,,i 7 # il *P u'l IP 1:14' 7( 4 .9 ( • ♦ r� PARKING Nai l!" ,, MH 0 _ c .© i �� © 8 227.8 � j 1 / 2Q0 X PAVED �3� 0i ' ►� - ~ X 20l\' 4�. / STEPS , l e # { D R ; \ / PARKI � I >` ,S. _ 198. N /� tiro r`' ..i.,,, o� _ 29u,2!..0( ��o � , ' F, / '* , � 0 / A 4 it S Y� PARK ST. �, .It 1111ii r ' .1 \ ', .1 1. — mil — 41 , 8 CB. .41■1 —0- , C) i ""f• - IP'%•., " C./ t 't 4° \V 4 ° '' 'D pv‘cs. # / 0 / 44 \ \/.: k l 'Cl fr ' ( 4 , 0 „ ' *Mr • Pao ° ' !� !1 ' f ,�r4 �© ` ! ©� s q V. 4 $PAVED _ * b i 1223.2 . : 1 , litipos!„..; '' 0 �' I • P ARK � 1 h 416 ir \ 2 23. • 1 ,I /r, � ' (9 0 t� � •' 4 � io prA 4 *A • '' +� 231.7 lir, i 41V 4 •t . , \,_„,w t. t/ (re, / X $ * - i o r ik 1 • Q P ite:: ` 235.2 Atli ,` O 2 tii " I" , 11 •* 4 C.B. r_ a / / /� 1 �� //� ♦ / , � - B.W. PACIFIC HWY. - �-- o Ih ( y41'08'S6U) t---- _ I I 1 1 4 1 1 1 �1 - _ rem /11111111111111111iiiiiiiiiiiiiiiiiiiiiik.\ t\ 4. 11 44' -0' I 0 in 20' I CI III 0 , -- 4 " 10' 12' al 0 E I PROPOSEp I 1 Mr' RcsER'8 g b C 208 LI • '1 ' 1 1LL 111-M1 1� 1 1 J 1i I vo ______ _____ / czt i COOLER p3 a+ DRIVE .> �11RU 118 i -- _ , ,,\ ____ \t 1 _ ICI � 1 r. x 16 DUt 0 TER / F '' -� NOTES r ---- 1 2$' M INIh0.A SETB --_______________ - ACK 1. 1 / FROM war AND AREA \C\ , -% / X N. / - / / ( ' , 1 , \ / \ X PgNNO c \ \ REEK ( WETLAND AREA) �� \ f '... '" , ,, N...,,,, \ s j , N N 248.06' (N5I'49'42'E) 1 1 I I I i i 1 I 1 @ 5 U - v Li CENTER LINE— 1 ..5 ) UDE in .pA WEI, ot stipE 1 WALKWAY . cp al 7 0 iA r - - 4 - 6 0 ION 741 ® QC 04 i .4, ifl "." I _ ill !.sti VARYING . 26' • 31' 6 44,-0, 5' )7 6 ' 10 1 12' 14 vAIRY IN6 . \ cf) I . i-- ----.. C F'RO1='0ED CONC. PAD k ltli 1 0 11.101k 11 7 1 4. KENNY ROGER5 / 0 ) II ---T-- I / 36' WIDE PAINTED / C,R.IYEWAY ST I PE - • - ___ & A Air °mil I ' EacAE 1 4 I I I F ° R eE Z_ M 111 II LANE 4 , v.., / / / .01 NOTE WO' (L) Id, .. t)RivE-11-IRil rii) 2 ' -.. CUEUE WIN in ET:,uFFEIR N. ESCAPE LANE k 10 X 10 Cst iq / 4 _.----- \ k DUIIPSTER le PA INTEn dim ..1.9 , tuicoNc. if? - 11.1111 I / ; 7/ \ \\/ 1 APNC. (:11W / 0 lism.... i / / ril i i \ //) V g N/ 4\A, \N. „ . • 74 , nER i C fimV2H1 N `-s, CENTER LINE Fu.ru 7 \ N \ \ ......., Ark- - ''''-■ ---..,/ . , ---„,.., \ ■,......*, ,...... 1 ‘.. , ________„-- / w -6. -----„,... \---.. I p.m TDEDIcATIoN „ --..., / N SIDEuJALK 2 ' / ---,,, --„ ■,..,... N.....„ --...,... ......„.„ ... WETLAND SUFT ,.. -...,_ PACIFIC HIGHWAY CONSTRUCTION NOTES: r _ I j cAPaNES RESTAURANT \ 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM M TO APPLICABLE SECTIONS OF THE OREGON STATE HIGHWAY DIVISION (HIGHWAY DIVISION} h ' STANDARDS AND SPECIFICATIONS AND THE CITY OF TIGARD PUBLIC WORKS CODE ' I R/W RIGHT OF WAY a (CODE). w ; t 3 S/W SIDEWALK _ o I a B W BACK OF WALK 2. UNDERGROUND UTILITY COMPANIES SHALL BE NOTIFIED FOR THEIR a5 30 , =ER D/W DRIVEWAY RESPECTIVE FIELD LOCATIONS. THE CONTRACTOR MUST COMPLY WITH O.R.S. I 757.541 — .571. I E P. EDGE OF PAVEMENT k _ EXISTING SIGN 3. THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THE HIGHWAY ` I ' el'' r I NOTIFIED 24 HOURS PRIOR TO COMMENCING CONSTRUCTION. A COPY OF G TO BE RELOCATED DIVISION AND THE CITY. THE CITY AND HIGHWAY DIVISION SHALL BE is 301 TAPER `� Q w _ I cQ' - 0 20 40 THE STATE PERMIT SHALL BE PROVIDED TO THE CITY. c 3 x,- SCALE g �4 4. THE CONTRACTOR SHALL PREPARE AND GAIN APPROVAL FROM THE HIGHWAY cr EXIST D/W a' w a o I �, + DIVISION OF A TRAFFIC CONTROL PLAN. AT LEAST ONE THRU LANE OF TRAFFIC WILL BE MAINTAINED AT ALL TIMES OR AS MAY BE PERMITTED BY THE HIGHWAY G DIVISION. ALL EXISTING DRIVEWAYS SHALL BE KEPT OPEN TO TRAVEL. a v � r EXIST t b `� z � �� G - • BUILDING ��\��\��C, °' 3 � J�� 295.48 f I 5. THE CONTRACTOR SHALL PROVIDE EROSION /SEDIMENTATION CONTROL MEASURES QP � w I — — —� �� r � --- - -- — — __ _.. . _ \ - AS REQUIRED. w ' rf_ - _ _. _ - - ' l} f 0 I SIDEW 1 41 ALL BE P.C.C� _ t E T- —7 0 1 I ON 2 A B. IIN D/W A, EA C 20' D W WITH 4' S J� ' 0 _ - - 24 F R t 0 `'I r I a 6. THE ENGINEER SHALL PROVIDE THE CITY AND THE HIGHWAY DIVISION WITH � = — \ < , ° o ,PROPOSED PE D / V+F ODOT 1 92' S OPED R APS. • "AS BUILT' PLANS. I EREMOVED 1o• RE SE CURVE I "', R #20778 1 27' _, ; 30' DROAP WD/ 4' Y�NGS 5.1 , F \ Pp " o I II � ' SD EW AL K N 4 -* - I 7. EXISTING STRIPE REMOVAL SHALL BE COMPLETED BY THE OWNERS CONTRACTOR.. 1 - -, - 7 ■ 4.. SOLID WHITE STRIPE \ / 3 4 I 8. RE— STRIPING SHALL BE DONE BY 0. D.O.T. SYLVAN MA1NT. DEPT. RE— STRIPPING st ` _ COSTS SHALL BE PAID BY THE OWNERS. 5' 40' T i NGRESS /EGRESS IN F 1 � ` ° `., I t I 4 5 CONCRETE TRA FIC SEP RATOR. AEMEAVOR O ` O.D.O T TYPE ,DRG #2077A APONES RESTAURANT a�1 ;_s__ - -=— L pN } q + - 1 6 y --- _ _ MENU \ ORDER i OHS! TE CONSTRUCTION NOTES: ■ SEE iHEET / I • , sIDE+�ALx _ - Y ."--------- ."--------- ►� 0 � I 1. THE CONTRACTOR / OWNER SHALL CONTACT THE CITY OF TIGARD BUILDING 7 S . F. x 20' HIGH \ � a ENTRANCE SIGN -- - • -- � �l6" S PRUCE T O � I - ' BE REM OVED _.1-/ - - - DEPARTMENT PRIOR TO COMMENCEMENT OF CONSTRUCTION. y ; $Y O tH ERS) �, I ' - tea +DSO WATER 1 I y • I „�, c-)" 1111 ! 2. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE UNIFORM BUILDING AND 1111 I 10 I 3 — 4 5 O Q O C � C9 a i x / / 74 PLUMBING CODES AND THE CITY OF TIGARD STANDARDS. )' REVERSE RVE- i : a ' E N !2 c)> w Cr) EXIST.: Q J \ v �Q -- 1.0 CURB s0.. CEDA E 0 : Y 1 . 2 c2� I o, o LINE DEMO J g ALL PROPOSED TRIPE' {{--1:.7' is, o < � I � �� I ARE SOLID, UNL SS }' •. o rt- I ` =` J k OTHERWISE NOTE p. o Z J _ - - _ 16 SPRUCE To - r - / " m 3 s = / m g BE REMOVED imp cAP. f , �� RC a I a r , , fi 4 SIDE Q id - 0 _ 2 41 16 I � -- - z oU I L t I - = 13205' 2814 - __, � � � ' m — Lk_ # i = . TO PS - ti GUTTER y o \ ' N EEL � Q }ti y s EXIST. Y _ - �WIiFEt STOPS o c�, F- ` 1 BIKE Q 4 5 =_ ■ t - ,r ` { 2) 9�x 1s ' WIDTH VARIES I 0 Q t LANE 3 i STALLS SLOPE VARIES 1 - I - G R — - (3) 4' 16' STA LLS; �. LLI + N LOPE VARIES ? $.. F/C ( RE OVE "EPLACE ALL PACIFIC HWY. CURB L f ; <,. R 0 T DRN #`07iC ° t ao / +-� REFER 70 O D 6 " E XTRUDED C URB ..., ,. r; a TO F/C AL FR 1G 3NTAGE OF SITE. INSTALL NEW i 1 BED PARk L NG �``'� • 8.0 WIDE rOEWAU(.REFER TO DETAIL �'' , F oR DOUBLE DISAL , ` ` •a` `i •�• - ._____-__ A •t • .. AO SpaCE CE i �N __,.__ _ hAL EXTRUDED CURB c, - I -- -I ; ®s --- 1 ' Tb F/C FROV - - ,g,-, - * - SIDE K 6" £D 5 EXl97. S Try {FE N � 5 0 RE FER TO G R A DING P LAN ` " i 3" CLASS C ASPHALTIC CONCRETE _ TT; iN , j ?' f e ` ° ; / - FOR PAVEMENT CROSS SLOPES " / „( -) .A' <, x ', �,r / 2 1 2 LEVELING ROCK REFUG. h, d 1 o R;c - _ R , _ s, ,a , 6" 1- 1/2 " ( - ) BASE ROCK NOTE: # , ' j j 45 I•, P ' 3 CURB WEEPHOLE LOCATIONS FOR ROOF DRAINS .- ti'- - +F 12' ±•- 12 ' 0 0 I w t' WILL BE SPECIFIED DURING CONSTRUCTION. 4 0 O = 16 23 35 r n. , °� PARKING LOT TYPICAL SECTION 78 0 BACK r R = 138 } - `�� cn ` WALK ? , 92 ►1'56 i (3) 9' 8' STllLLS L — 3 9.48' ‘;t CO NO SCALE , 0 i /f ' EXIST - 2 0 . 0 j ' Z a — y gy L = 32. _ 4 I � J • LOW PROFILE ,, r S . Y Q� DR IVE - THRU a LA F ADDLE N /, REFLECTOR i w 1 5� NDSCAPE ' ' s. tit G N GE 3 _ < ' � ( Y OTHERS) CL 3 CROSSWALK Z _ * • _ .,. O SI A B S I U I + STRIPING • �!�l• '\ CI _ ._._..._ .� \ o I — ____666 � \ _ I FINISH GRADE ; w -- —�_ __ . - FI ' (SLOPE VARIES) _ R = 5 ' 6" , w CC i w O 1+66 31 LEGAL CA 6 a. a - s 1 REFER TO n a , V� ; 0_ f R ER TO UTILITY PLAN FOR '_ °0° _____ -- M + \ � \fwd i� 8 " %� R =1.5" CONSTRUCTION NOTES I - �� Ul LITY RELOCATION_DA�LS. Q �.. \ BACK OF I 3 O4 3 I a z WALK 3000 P.S.I. (MIN.) P.C.C. (TOP RIGHT) z — G AR R E T T t W LL o o Q � STREET \ 2 ` c \ EPDXY BOND( ) ii \ ,;, I + z " r +g 4 ` 3 z v a° \� R/W I J 1. CONTRACTION JOINTS SHALL BE PLACED o oo , I I a a ,:/ FACE OF AT 15' INTERVALS; EXTENDING AT LEAST • o ti �\ CURB \ • I 50% THROUGH THE CURB. - ac X 2. A CONTRACTION JOINT SHALL BE PLACED r U CR OSSWALK, STOP BAR AND STRIPING Rk r6 \ \ \ I TO BE COMPLETED BY 0 D 0 T. CONT �� F` r J ALONG AND OVER WEEP HOLES, THROUGH PAVEMENT SECTION (SEE TYPICAL SECTION) TO COORDINATE WITH SYLVAN MAl DIST. 0.0.0.T. TYPE C CURB W/ R/ / �f� ° Ski 7- 0 1 THE CURB AND SIDEWALK (IF PRESENT). 1 2 0 11 5' 13 7' _ _ 10 9_ 7 EXPOSURE: REFER TO Mp • 3 • U X -. -s- - I L) " - ° '? DRG #2077 8 WIDE SIDEWALK R V e MEN l \ \ 3. I BE P EwHENSISOPECI JOINTS SHALL EXISTING LANE LINES SAWCUT AND REPLACE AT EXISTING REFER TO CITY OF S BY THE ENGINEER. EXTRUDED CURB TA L w I CURBFACE. ASPHALT W/ SAND SEAL TIGARD DETAIL GJ CONCRETE PAVEMENT JO AT NEW CURB. r` � 2 0� r _ , NO SCALE 7777 _C EXfSTING INT PAVEMENT °` SECTION EXIST. CURB AND SIDEWALK TO BE REMOVED SW PACIFIC HIGHWAY TYPICAL SECTION NO SCALE SCALE REFERENCE INFORMATION AND NOTES: �� PRO 46, DESIGN KENNY ® ®� CO. AS SHOWN s 1. TIGARD ELEV. BENCHMARK INDEX NO.109 EL.210.07 1� L NG N Fos /i . _ _ . J.0 H. _ , f 3 REVISED MEDIAN IN PACIFIC HwY PER 0 D 0.7 COMMENTS J O.H. 5/22/90: 15,9 PE ,, TRACED 899 WEST CYPRESS CREEK ROAD, SUITE 500 NNY JOB NO. t„ 2 REVISED PER CITY REDLINE �2 T J.W. 4/7/95 J.O.H. FORT LAUDERDALE, FLORIDA 33309 r __ __,_ L C1 1 REVISED PLAN NOTES, ADDED GARRETT STREET J.O.H. 3/15/95 �: " "m' ORE ON CHECKED �' -�'� -� SHEET w CROSSWALK PER CITY OF TIGARD REDLINE. W.LMc. HARRIS— MeMONAGLE ASSOCIATES, INC. 2 '' Y 21,1sAQ y DATE 2555 S. W S HALL BLVD. I PLAN m DATE REV. DESCRIPTION SUB. APPR . __. ,t S Q �{� ` ' c__ ° REFER TO TRACING FOR LATEST REVISION 1/24/x5 _ OF TIGARD, OR 97223 6287 _..__ ... EXPIRES JUNE _30th 1995 PHONE: (503) 639 3453 PHON V2. - - - . „ ,f,A I Vc el9 . :. ; V Li* , ._ . , _ . :..,. _., , , . , . , . __,„ _ , , .., , . . ____ — _______ _.._. . . .. , ,,,,., ., x 2 .. .,„. . , . , .___ ,. , ., _ A, _ \‘,,, ,,,,,,,,,, -,,. , ,„,, — .„„, ,110 -.I, , , , ,, ,.. d .,, a: \ , \ , "i `4 r I . , r . , i ' pLi Ns t i 1J`_ = `ri p; I N ONSITE - T -- .13 - 34: - - — __ — __ © J �� : ' � f R !� ,s9 ,r ' z I 1 ---- -Q NORTH RIM OF SANITARY — — r c SW K sy 4 SEWER MANHOLE. . ISO 196.93 -- - - - - -I / -_ � ` — — 1 \ POND QUALITY / / ��'{ -, ; R ` c�1> O I - ,, N POND l/ / ` t ` I arc <, ST , ` �`' :t < `�5 � 4 I \ / Q /4 9 n:s j felt LX \. , - - - \ I c3c\ 1.1+ C � � ' � ' � s , — _ I \ 4 4 a� .FAI - VE ST : 4' ' 4 't s r 1 g EDE t J i LAr�DSCAP{ (j;N (y `c / ,--- AAA / FA a S� uIl1YIIli °St HI z / 4 4 I � ` '11.48'1 , (.k5 4 c MC L 0 C: - — 1 / - _ , _ DONACU 1.--" 4 1 2 - ' ...- n490 , 1 i 1 07001 I' --',. I - 1 4 3 y ; Q J\ ti / I 9 / V VICINITY MAP 1 e / N NO SCALE i / S I . _ . - < ---; / fi / • ", USCAPE � � kA�, / ' �,� 4 / SCALE: 1 =20' `i` .. ; ' -- — I ! ' ZZ 'k ( Iri � / � J EN RoGERs I � f 4 / ROASTERS 4, 1 I / ! 9 / / 4 9 / 7 4 4 / ' j w 4 / QL- W U- i CX Q m / .4 OWNER DEVELOPER: ENGINEERS SURVEYORS: LANDSCAPE i 9 / Qn KENNY ROGERS ROASTERS HARRIS — McMONAGLE %., 0 ---__77--- ` �_ I f d Q CORPORTATION ASSOCIATES, INC. ►— 899 WEST CYPRESS CREEK ROAD SUITE 500 12555 S.W. HALL BLVD. �� ` - - - - --- _ - - — / ZW FORT LAUDERDALE, FLORIDA 33309 TIGARD, OR 97223 ,\ - --- TELEPHONE: 639 -3453 -- - _ l , / - Sheet Index Index: 4 __ __ __ __ _— — , , Grading / E.S.C. Plan of 7 S.W. GARRETT STREET Site Plan .. 2 of 7 ,� SW Garrett Street Plan and Profile 3 of 7 Utility Plan (Storm, Sanitary, Water) 4 of 7 �. Standard Details . . . 6 of 7 \'�� Standard Details 6 of 7 Standard Details 7 of 7 CITY OF TIGARD S.D.R. No. 94 -0028 TAX LOT 2400, MAP 2S.1 2 } , r . H li A 1 aFS° e - x - J - t -c - " - .. _ i , v J. f ' :_,;•, - ' , i _ _ - . _ _ _ ._. _... _..._. .__._ _ .. _....... __. .... ._.. r , b , , a _. _... .._ .. . _... _. ,.... _.._. ,...- .._. .____.... .... .... _. - .. -.._. . _...... ._.. __. .._ _.... _ _ ..... - .. .... __..... S - ' , GRADING NOTES: W .` _ , .. - -. 1. THE CUT AND FILL AREAS • AS SHOWN ARE TO BE BLENDED TO THE ADJACENT LAND - , ' - ' TO FORM A GENTLE SLOPE OF 4:1 OR FLATTER. AREAS IN EXCESS OF THIS SLOPE S.W. PACIFIC HWY. S.W. PACIFIC HWY. REFER . TO SKI'. 2 SHALL BE HYDRO- SEEDED OR ` OTHERIMSE PROTECTED FROM EROSION. • _ " +00 P ACFIC HWYY =� = FO HWY. IMPROVEMENTS 2 ALL AREAS TO RECEIVE STRUCTURAL FILL SHALL BE STRIPPED OF ALL VEGETATION _. 0 00' t THE FILL PLACED AND COMPACTED TO 95% QENSITY. J _ 1 + -F-- 00 __ _ J ___ _ ...±._. ...±._. r ____ _ _ ___. +'� ^' _� �, 2 + � 3. THE BUILDING ROOF AND FOOTING DRAWS (IF NEEDED) SHALL DISCHARGE THROUGH THE__ -'}- � 0 1 +71.$8, 34 3' RT. CURB OR, INTO A PIPING SYSTEM WHiGH DISCHARGES INTO THE STORM SEWER SYSTEM. 1 ° T.C. 206,23 - TOP GUTTER LI 205.71 4. THE STRIPPINGS FROM THE CUT AND FILL AREAS SHALL BE STOCKPILED . 1 - + N EXIST. T.C. ±405.65 ` o N R- STRIPPING EXIST. GUTTER ±205.65 ONSITE AND PLACED IN THE LANDSCAPING AREAS UPON COMPLETION ; P - '4: .9 s�, OF CONSTRUCTION, AS DIRECTED BY THE OWNER. COMPACTION SHALL BE pi pi? 17 1w p w o m co 2 t)1 f 1 0 o BY WHEEL ROLLING. STRIPPINGS MAY BE REQUIRED TO BE REMOVED FROM ' o 0 o cn N DO NOT USE THIS ENTRANCE FOR A 6).9)1 t. I.) rat.) o cr THE SITE, AS D IRECTED BY THE OWNER. A CONSTRUCTION N ACCESS. USE SW t°� `or ° p° 91 bi (.11 `' E.G 20 8 0 GARRETT sTRE�T ENTRANCE. o v v 5 . A LL BRUSH TREES AND DEMOLITION MATERIALS SHALL BE REMOVED ' O N m gR.�_. - -. v -- -- -- -- _ _ I 0 ____ 6 FROPJ THE SITE. Q r- _ EX BACK - - _ a r of wAUC - _ __ __- - _ - - - -' 1- Ai ►i umit r� 6. ALL INTENDED STRUCTURAL FILL SHALL BE PLACED AND COMPACTED TO -- ' ; M' ` j � ' B w. 206.25 B.W. 205,95 95 RELATIVE DENSITY AND WILL 8E TESTED. TEST RESULTS SHALL BE - ' P • ROPOSED BACK ,r I L1J / _ 1/2 j2 DELTA OF WALK ___. . . E G. 245.2 E.G.. '05.3 SUBMITTED T4 THE CITY BUILDING AND ENGINIEERING OFFICES PRIOR TO f/ 1 ! r . ___ I _ QS 1.1-1 1.1-1 � - 8 W 206 . ... B W. 05 90 _____ E L� _ tY 05.7 F G. F G. APPLICATION FOR ANAL BUILDING PERMITS AIND PRIOR TO PAVING THE ; W `. » °" 9 "' 1 � LA CAPE .. •• " •.t r ' 2 I I I (.1) - t.ANDSCAP'E { �------ EL- 205.55 EL -20 1. E.G 205.3 PARKING AREAS. , / _ - 5 / ,� Og ' , `� .ter= F G. 205.06 mmm� a (/7 '�� --I 1 MI0PT. ', 1.5% E G' 202.5 0 0 I o 7r THE SITE WILL REQUIRE SOME IMPORTING OF FILL MATERIAL TO CONSTRUCT THE FILL f t 1 1 r- -- `` - r - - l � -- - - - - -\ _ I _ F- }- ( a . 5 357 1 3�' F:G. 204,31 o •- AREAS SHOWN. VOLUME OF IMPORTED FILL WILL DEPEND ON THE AMOUNT OF WASTE �/ �- - f - _ ^ �'i Ar�� ' \ "� "°°"_ '' a Z 25 1 G. 20t E.G 201.6 I / 2d _ `' - j , !` o La E G. _ 04 ; 6 s E G. '44. r , L>� 4 s� F G. 203.16 --59111 --59111 VOLUME GENERATED. THE CONTRACTOR SHALL TAKE THIS INTO ACCOUNT WHEN PREPARING , , ; _ - / ; , r t �, �_ 0 +7 b F G. s 203.42 E.G. 202 0 ' HIS/HER BID. ; r ' f ' ` `, ! ` �"- \ CO L1J < ' B.'W. 5 .. 4 F 2 03 92 E G. 200 8 F.G. 203 55 . - --"" ; _ , _ �- - - '\� ' ► E.G. 20 1 °' 8 ALL ONSITE CURB SHALL BE EXTRUDED CONCRETE REFER TO DETAIL ON SHEET 2 _ Q 0 203.0 E.G. 200 7 _ ------ - - a s - 0, D/w c/L I 203 f.� �-- -- _i_}' IiI ___� 6 g F G 201 99 / I EROSION / SEDIMENTATION CONTROL (ESC) NOTES: ,r' � , r' o�, �' ° E.G 200.8 / � r .- B ,Y 202 0 1 1. TI; d •= l F G 203.58 v ` , E t APLEM£NTATIGN OF TT I£S£ E PLA MS AND TTi£ CONSTRUCTION MAINTI =NANCE i �� ; % - - _. ---'' - 1 +Ofl E G 203 2 in G. 201 0 REPLACEMENT, . ;-.'YD UPGRADING OF THESE ESC FACIUTiES IS THE RESPONSIBILITY 1 / � - - --"" - " , B W, 204.74 F G 201.90 L. F.G 20200 OF THE CONTRACTOR UNTIL. 4t..L ASSUME RESPOINS18iLITY SUBSEQUENT TO THE PUBLIC PUBLIC WORKS CONSTRUCTION 'S COMPLETED AND -, ? - ti- - t at (/) E G 2031* E.G 201 0 F. 1 ----- " Q! l'- -- E.G. 200 8 F.G. 201.15 APPROVED. THE C NNER NIL. ;(7 0 I i �j - f - 2O2 -� / t' T r , $ F.G. 201.77 � ___40...-' MIQPT 1 0.6� E G. 199 5 's%ORKS CONSTRUCTION. iU ° ' 2 ` ( . ' 1 OY 0.65 F G . 0 F'. . , , K 1 in L ,1 ti , f ` 1 I I 4 4 1 E.G 199.1 200 1 c�i - 1 2 ME PROJECT LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE 'i ✓ 1 J / r � - , .___ - = -- [ FE ,G G 200.92 } E G G 98 2OQ 8 48 s , v 20� 35 - 1 PAIDPT. , 00.0 ^; ___ __ - I FIEL£ PRIOR TO CONSTRUCTION, DURING THE CONSTRUCTION PER/OD, NO DISTURB- ;'` ,r' �. = =- -- -"� E 1. 0 4b9' • { / _ t I I - ' / 2 � z A �-_ 15 9 c 2 DC k 1+25 A I - 4.1 0 I B.w, 203 a � 1 1.0�: _ . 3. 1H£ ESC FACIU TIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED CONJUNCTION _ / 1 ;\ ! E G 202.1 , F.G 200.94 1 F.{, 200 66 2 $% F G 200.48 4. � T l 4 , � � /� t I 0 F.G. 201 07 E.G 198.8 rMTN ALL CLEARING AND FADING ACTIVITIES, , �D IN SUCH TANNER AS TO INSURE f i / 1 � 1 I L, E.G 200 2 E G V 9.1 Y N THAT SEDIMENT L ADEN ,PATER DOES NOT EN "TER fHE DRAINAGE SYSTEM OR VIOLATE i I : / 1 t ` I199 - \'''') F G. 19.70 APPLICABLE WATER STANDA � 1 / / _. ° _._ o I E C ' p7.85 }� 1 I -5 ! 1 , I 4 THE ESC FACILITIES SHO'+',t'N ON THIS PLAN AIRE THE MiNIMU ►4 REQUIREMENTS FOR 1 ` r1 , 1 - _ - 1 1 I Pc a 1 +4132 / ,... 5 0'. 3. 1 ANTIC.,PATED SITE CONDITIONS. ' ` T_RiNG THE CONSTRUCTION PE.R`OD, THESE ESC - -t +{ a I � r I ,l >li A 1 - t_ -` . F.G. 201.13 5 , j Ag I _ - I FACtU ; ES SHALL BE UPG RADEGU AS NEEDED FOR UNEXPECTED STORM E VENTS A ND : 1 / _ - - J 1 a ' - 1 +50 E.G 2000 F.G. 200.00 - TO ENSURE CHAT SEDIMENT LADEN 1 YAt R DOGES NOT t SAVE ME SITE I I , " � �/ Q .4 ` / 1 B.W. 20 .12 __ 2,0% F.G. 200.8 .. ' - - - F.F. ELEV. 201.3 - - s, �� O E.G. 0 4 E.G. 2ou.o /� I ; ' r`' I S O/ I r O. _°' � 8 MIDPT. 5. THE ESC FACLITES SHALL B INSPECTE DAIIL BY T CONTR A ND �, ,j - __ C� %� : . T ', - - -_ _" x <\ I _ F G 200.66 -i F. 200.48 1 ■ C { c ° - 4.0% n • MAINTAINED AS "4ECESSARY TO ENSURE THEIIR CONTINUED FUNCTIONING. � ►1 ' ' ° I � �� o E.G..198 o- E.G. ±98.0 _ I i it I r - - ! ` _ i � T 1 ' ` f 1g t t +66 31 LEGAL �' S �- N 3 , F. , 198.93 i/ f t /► 8 v+ 6 ME ESC FACILITIES ON INACTIVE SITES SHALSHALL BE , NSPECTED AND MAINTAINED A , -, r ,\ x � t ! 1 � ;� i S i E.G 195.7 MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS i OLLOWING A STORM EVENT. r I, +• 70.5 W C L F G. 20 2 87 F. ::: E v� 7\ � � � z z ti N ,,y " G. c F.G. 200 6 G 196.4 . G8 STABILIZED CONSTRUCTION ENTRANCES SHALL 8E INSTALLED A7 THE BEGINNING OF -' / I G. i /►' / / ri G & ` 0 - _____ .___ CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL 11, ; / . QTURE THAT ALL PAVED AREAS ARE KEPT CLEAN K' °' ` '°$ � .. FG 199 0 '� 1DPE , / , ; i :..,,::____t 1 A tDSG ! n FOR THE DURATION OF THE PROJECT ti - % I ro F G 20056 E.�. i97 b ` S9 . . / x / L NDSC \ , ° MIO u7 J a ' 1 ` : _ _ _ . / g ��. _ v ®_ . - a _ / SED FENCE / $ F . G . 4 00 45 E G . ±96 9 . THE CONTRACTOR SHALL PRO VIDE DUST CONTROL AS REQUIRED. / -- '_ - - . •'' \ � ; - ' , REF ER TO FIG. 3 - 2 FG. 19867 I i � �, : , ' j 2 +00 '� E .. is _ E G. 136x1 F G r 198 se , /�` G 196 F G. 197 20 - _�' 1 o E G. i 94.7 �? / �\ �\ '�' , ; B.W. 201.7$ -' �'� ¢ s 9 00 197.80 E.G 195 7 10• ALL CATCH BASINS AND AREA DRAINS SHALL BE PROTECTED FROM SEDIMENT WITH A r u , fit i � \ • `,' 1 / 6 E,G. 19'. ° oo F.G 198.7± F G. ?, `� E.G. 195 0 E G. 194.7 BIO -8AG BARRIER AFTER THEY ARE CONSTRUCTED. REFER TO DETAIL 3 -7D ON DETAIL SHEET.. / / ! a �' � �. `.� ^ _ - - - ,; / „ ` / �+ F.G. 198.44 ry f `� - l \ 4.0 / / F� E ,G. 195.0 - --- / _ X .� \ �� - T 196 1 ' / / / 9 fl � . . ± I 1 4 1 / $ � � ` �` � INLET E ARRiEE "4 t I ` FG. 197.15 INLET BAR TER \ r x / f F.G. 19 7.4 0 S cP �`� o REFER TO FIG.. -7D _ . _ z � ' , / r"` / 2 +25 ` E.G. 194.9 O aci // / W ' F i$ F1Z;.• 3 -7i / - B W. b01. Ar E.G. G. 194.3 t 97 0 ORDER /� - - \ \\ � <S � ` E G 19 7 ■ ' p ' 1 ° r" G. 19 4 2 MENU 7 f ` :+3; ,j \00,007 24.----.... i J • _ ' +` ,„ , , ' / • t \ , r J Q � ' '�F F G p 96 46 � �� off °� _ t _ Si-c.) I r �1 J y �� ` � " SDI _ - ~-® - " / / \I b t ::: EL - 195. �-- " -_ \ 30 °--- STO ,4 G. 194.1 MIDPT. Rtd / - . ELEV.= 192 0 f. 4 + s a (/� ,9 _._ ' .4.',.... ^� • i Q ,' , �t F G. 195 32 ► E.� 93 0 I-9 , ` #' ,, X B IOFi L TER BAGS �r '� ,� . `+�, ` _ ; ,�� 195 L _ _ -�. j 1 , iT REFE TO DETAIL 3 -30 - �' �Q - ` \g - 1 r / 2i 50 F.G. 195.85. ' FULL WATER SURFA ELEV = 194 2 i j'*�� q� � 1 1 , � BW20i.1 E.G. 193.4 e� 1.09 l { / r ,1 FQ_ � ��.,, 1 {( I E.G. 196.3 F.G. 195. &6 "i I 1 I il a ,:' _ - _ ` `.� r . 4. �• ' \, ' 3 `: y l 0 24 417 K r ' � ,. ~ yam' 1 ,• / ;• SCALE r -. . � �'- fi t � • � /ft i - _ ` `. / +75 TOE OF SLOPE - J w w B.W. 20L.$3 t : \ F.G. 194 7 % ! - E 1 8.8 I / E G. 194.7 LEG k Il t j 1 - D OE aF SLOPE' q� . ' � � - - TOE OF SLOPE q �i\ l i� t 1 91 /f, O � \ S ► �tE NT kE \v / 1 / / 4' 4 q� .L \ F.G FINISH ASPHALT GRADE \ w / �` 1 , '_ _ °�, - q�F , T - - _ _ REFF, _TO 1�. ` 2 9 / / �. F q \� E.G. EXISTING GROUND / o ° / ! ; t 93 '4 BI OFILTER BAGS - ; / // / ` REFER TO DETAIL 3 -3D ``. 3 +0 A Ts)RAL AREA a \ S.w. SACK OF WALK \ \ �, \ /94 - __. .� • ,. 1 93 7.1- 202 5 N p FF ER \\\ ! / ' S191 NT FENC `� L - ' �,__ % 19 / AN 8U F.F. FINIS F LOOR ELEVATION \ / N �URp P EA 4 - -'� � 2 / 200. / s REFER T4 -FIG. 3 -2 > 'T ANp 8 R 191 / \ 4 T C TOP OF CURB ELEVATION 3 E.P. EDGE OF PAVEMENT ` / 71/ 1 �� / / 203.74 F P C. POINT OF CURVATURE / f 9 „ _ ' 18 9 - 187 / E.G. 201 7 P.T. POINT OF TANGENCY 1 F 5' CONTOUR _ - X9 8 _ _ F G. 1 CONTOUR 79 ,--„, , 9 A E G 5' CONTOUR 1 \ , \ `. ,. - E.G. 1 ' CONTOUR 1 <p - - ti, �. REFERENCE INFORMATION AND NOTES: 0 PIS DESIGN KENNY O O A � CO. SCALE � ` Fts' J.O.H. t.J AS SHOWN - 1 TIGARD ELEVATION BENCHMARK INDEX NO 109 EL. 210.07 c,, . , 1 NF � / . REFER TO COVER SHEET FOR ON -SITE T B Mr <� ��' ' F� # TRACED 899 WEST CYPRESS CREEK ROAD, SUITE 500 KENNY ROGERS ROA S T AS JOB NO. F 1 968 PE I F ORT LAUDERDALE, FLORIDA 33309 I „ "' J.O.H. ".___ SHEET 1- ADDED BENCHMARK NOTE AND RE CITY OF TIGARD REDLINES J.O.H. 3/15/95 REVISED GRADES PER • OREGO J'` CHECKED ; HARRIS- McMUNAGLE ASSOCIATES, INC. R EV. - . F . D ESCRIPTION sue: �4 PP, DATE ,r,�Y 21 ‘ 941 � ENGINEERS- SURVEYORS AND S PLAN GRADING A I- LAN 44 a4 . .. ! , , . T IGAR D, OR 972 3 - 6 287 ' , ��ry 1 {l��4' DATE . REF TO Ti�ACING FOR LATEST REVISION - 1/24/95 PHONE: (503) 639 -3453 , ,,, , "r ' EXPIRE JUNE 30th 7995 _ - - -- - -- - - - - - -- - - - - - - -r - i . ->s %• nJ - F s cr - � r - . .� 'q `t. z v . b . Y 1 i t< ti w Y . 4 z 7 y k d 1 , : - § PACIFIC HIGHWAY CONSTRUCTION NOTES: - I I- ON REST AURANT - CAP 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO APPLICABLE S ECTIONS OF THE OREGON STATE HIGHWAY DIVISION (HIGHWAY DIVISION) ," t C STANDARDS AND SPECIFICATIONS AND THE CITY OF TIGARD PUBLIC WORKS CODE R ; (CODE). f I i - 2. UNDERGROUND UTILITY COMPANIES SHALL BE NOTIFIED FOR THEIR , / , s' 3o- T ER z S t •° I I I I RESPECTIVE FIELD LOCATIONS. THE CONTRACTOR MUST COMPLY WITH O.R.S. I o �' ��'G r r 20 40 t i I h I �ti Q v) Q I I I . S 757.541 - .571. } ly I (6 .� .1- 3. THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THE HIGHWAY - i P A\ C" DIVISION AND THE CITY. THE CITY AND HIGHWAY DIVISION SHALL BE 15' 301 SAFER PADDLE W/ RfFIIECTOR ��' NOTIFIED 24 HOURS PRIOR TO COMMENCING CONSTRUCTION. A COPY OF f `' THE STATE PERMIT SHALL BE PROVIDED TO THE CITY. - k4TCr4f EXIST / 4. THE CONTRACTOR SHALL PREPARE AND GAIN APPROVAL FROM THE HIGHWAY ` I t DIVISION OF A TRAFFIC CONTROL PLAN. AT LEAST ONE THRU LANE OF TRAFFIC WILL BE MAINTAI AT AL L TIMES OR AS MAY BE PERMITTED 8Y THE HIGHWPI( . /. y DIVISION ALL EXISTING DRIVEWAYS SHALL BE KEPT OPEN TO TRAVEL • \ G 0 I �� d w�� `� • r, 5. THE CONTRACTOR SHALL PROVIDE EROSION /SEDIMENTATION CONTROL MEASURES -4 t : ' 3 x 4-0' IN - ESS,ef.GRESS - \ ---- =,_ n . /------ . s , t , ` 50' .- I I . r- - _-_____°_ - 0 AS REQUIRED. , q 29 48 r , , - -- ""- -- a � SIDEWALK SHALL 8f 6 P.C.C, >_ E _ --- I . I A HIHA IVISIN WIH 6 THE ENGINEER SHALL PROVIDE THE CTY ND THE GWY DOT { I I _�. _ ON 2 A.B. IN D/W AI+EA C/L 20' D/w 4TH 4' S 54.,(5(y. �. FIR TO "AS BUILT' PLANS. . P D /W: ID SLOPED RAN4PS - ,E REMOVED ED K. I ` 10• RE SE CURVE % ' TYPE "A", DRG 077:y , 1 27 1 -- - ' 34 DROP w/ 4 `NG• 5.18 I 7. EXISTING STRIPE REMOVAL SHALL BE COMPLETED BY THE OWNERS CONTRACTOR. FIRC 4' SIDEWALK i 4 4.d` I ., M NTE S TRIPE - _ - _., it ,� , " �t}LiD / - , I 8. RE STRIPING SHALL BE DONE BY 0.0.0.T. SYLVAN MAINT. DEPT. RE- STRIPPI COSTS SHALL BE PAID BY THE OWNERS. CONCRETE TR; FIC SE`ARATOR:. I EASEMEN IN FAVOR OF ; ` <, 000.T. TYPE "B", DR . 2O77At 1 t CAPONES RESTAURANT �1 t � � � �` ORDE.R \ . ONSITE CONSTRUCTION NOTES: sEE� IFFY 6 -7 I sl4EwAIK MENU : +.� f IS F. x 20' HIGH I 1. THE CONTRACTOR / OWNER SHALL CONTACT THE CITY OF TIGARD BUILDING S6° • SPRUCE TO // ENTRA SIGN . DEPARTMENT PRIOR TO COMMENCEMENT OF CONSTRUCTION. By OTHERS �, 8E RE�iOYED ! I '^ 0 �` " - O 1 •, REVERSE CURVE- `I / 2. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE UNIFORM BUILDING AND 11111 _ 3.---,... f PLUMBING CODES AND THE CITY OF TIGARD STANDARDS. _ l / • EXISR I 20" CEDAR TO Q � \ � O '� (� I LINE BE REMOVED -+ � � f /' Q' . ' J j : _ _ _ • fi x 16 " SPRUCE TO QJ I = j . r 8E REMOVED _ _ � DSCA _ Q 7:Re. oPC % ` 8 A = 02'41 t t, ♦' SfoEwAUC I Z t U o _ l ( -- R = 2814.79' - -' - _ ,. ��'� GUTTER LL . I 0 , L = 132.05 '�- } - vim s 3oPS �,� s q I �• % i EXIST. W}i ST OPS cV WIDTH VARIES (16 �,V % 4.5 I' (2)g "x 18' ° a� 1.0 - G� Q o I R ' AN£ 3 h STA LLS - * `L, t w I o_. a ° % I Q _ . _ _ ._ - (3) q 'x 18 STALLS , SLOPE YARtES *SLOPE VARtES f {, : ' d 0 T ORM1 0 77C I 6" EXTRU CURB ,2i• ,i:.., r� ~V► - ��•.. , �, y , 2�O' AIDE F /., Rai OW EPLACE ALL PACIFIC HWY, CURS P R TG a D . 2 ., k , , . , ' _ ,l... 41,4 � - • k '' � j TQ F A +NG 'ONTAGE OF SITE. INSTALL NEW ; , FCjR DOUBLE DIS ABLED PARK . ING 1 _ I� I ds. I tMC -= 3!Dfk ALK.° Rt.FER TO DETAIL. •' E D ESIGN. . l 0 % SfDfWPLK �F S 6" EXTRUDED CURB W U l 1 i % �. --1`' EXI T F/c STRIPE p ' f * REFER TO GRADING PLAN 3" CLASS "C" ASPHALTIC CONCRETE ,4 ' � 1 FOR PAVEMENT CROSS SLO . _ g - ,S. s 0 `�i TU'N j l I f _ _- 2 1/2 ( ) LEVELING ROCK ' IcI . li ! REF G *- s ;` ,.'` t 4 6" 1 -1 /2 "( -) BASE ROCK NOTE: . !, , • � o F C � ..__ ., ; , ,� ___... -- -. � , 3,I CURB WEEFHOLE LOCATIONS FOR ROOF DRAINS A o► „ ; ; , . WILL BE SPECIFIED DURING CONSTRUCTION. , '' t/ a %/ r a 6 7j J ._, . ',, • I o I 6'' f: /' 1 _ , ,v W PA RILING L O CAL SECTION ;1 A - i 6 23 35 r T YPI 1-... «78.O . .,_E B ACK i , R = 138.00' � J NO SCAL WALK . g a8' sT A . LS L - 39.48' Q t 1 ' ' �" . '! '. = 20.10' I • y - Ex,st �P L = 32. • 4' LOW PROFILE t, 4.d t 4 scJPE DRI VE -THRU Qt N PADCx E W/ REfLEG OR {' I ' 3 f I � ' STRIP NG �� fiB►I:iftZ _ __ ___ - _"'� ,, I + o , ' , __ _ - -- NISH GRADE f FI R =1.5 -� 6" ( SL /// OPE VARIES) a `� t +6S 31 IEGAI CA u '`� sa, S � % R =1.5' Ili ,• �' ! R ER TO UTIU TY PLAN FOR n " -- q s REFER TO ! �} S U LUTY R ELOCATION _DE- TAILS. ` +! ` BACK OF 3000 P. S. I. (MIN.) P.C.C. CONSTRUCTION NOT S �, ' o - ; (TOP RIGHT) ` o j o -- - I --- -- J ?f o WALK , GARRET STREET } o a S •� • e ^ � A ` \ ` c / 1. CONTRACTION JOINTS SHALL BE PLACED EPDXY SO i € �= +/ FACE OF r' f AT 15 INTERVALS: EXTENDING AT LEAST 7311111111111111111111 , ° o o `�� CURB �� ( 50� TI (ROUGH THE CURB. PLACED I U TO BE COMPLETED BY CROSSWALK, STOP BAR AND STRIPING l R � F � � \ 2 ALONG AND OVER I WEEP HOLES, THROUGH PAVEMENT SECTION (SEE TYPICAL SECTION) RA O 0<D.O.T, CONTCTR O TYPE C CURB W • R / �O f D T S ' THE CURB AND SIDEWALK (IF PRESENT). • x I TO COORDINATE WITH SYLVAN MAINT. DIST, /W fA yT, 12 C.)1 , 1 t s' 13 -7' I 10 g' �, ; 3 f5- 3 . U a-- -�� -- - �-- §1.0,-.1t-- §1.0,-.1t-- ORG #2077 �� E 3. ISOLATION (EXPANSION) JOINTS SHALL 7 EXPOSURE. REFER TO 0 8' WIDE SIDEWALK /1.1k- \., \., BE PLACED WHEN SPECIFIED F EXISTING LAND LINES SAWCUT AND REPLACE AT EXISTING REFER TO CITY OF S BY THE ENGINEER. EXTRUDED TRUDED CONCRETE CURB DETAI • v, TIGARD DETAIL Cr w PAVEMENT JOINT AT NEW CURB. 2.0% -- PAW SEA � � ______- ,NO SCALE IT Z ION EXIST. CURB AND SIDEWALK TO BE REMOVED W PACIFIC HIGHWAY TYPICAL SEC TION -` NO SCALE _ REFERENCE INFORMATION AND NOTES: DESIGN KENNY ®r� ® ® p rt E '' \0.0 PROFESS J.o.H. ROGERS r°1 ROASTERS � � �✓ . AS SHOWN 1. TIGARD ELEV. BENCHMARK INDEX NO.109 EL210.07 ,r �• F, N1INee4. 1?, i.11+ rn cEO 899 WEST CYPRESS CREEK ROAD, SUITE 500 KENNY ROGERS ROASTERS JOB NO. 44 15 � P J.O.H. FORT LAUDERDALE, FLORIDA 33309 - _, __ � ,. _ _:,, _ .. -_:. ,_._.:_ SHEET 1. REVISED PLAN NOTES, ADDED GARRETT STREET J.O.H. 3/15/9E 0lR HARRIS ®McMONAGLE ASSOCIATES, INC. EGON CHECKED , CROSSWAUC PER CITY OF TIGARD' REDLINE. - r W,L.Mc 2 APpR. , DATE '� � y 21 1S(1. DATE 2555 S �� HALL BLVD ` F.V. f�. t_ - DESCRIPTION _. _ __ _ SOB. Q a � .. TIGARD, OR 97223 -6287 OF ? 1 /24/95 / - REFER TO .TRACING FOR LATEST REVISION . . - PHONE. (503) 639 -3453 EXPIRES JUNE 30th _7995 ,,, _„ f1 _ 9 e y' ' . i t 1 - - 4 1 7' Y ys. d .. ' f ' R Y c �Y r I .` <{ ff `R 4 ., C . e f r, 4 r , , s F x t' - x °. max ' _ r x - . , - - p 3' y 'S" r - " f = 4 - J - e{ j Y - - , � , 'A � , I � - _ . _ _ a � ,- ,. « ' t`A•i. _ ..++ ,r r , ' = ` STREET AND STORM SEWER CONSTRUCTION NOTES: f . , €{ f : ) . .. z '' _ - ' may -' 9 , .. _ .� f _ - , - . . - ' - 1MO 4 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF TIGARD PUBLIC RKS CODE. THE CITY INSPECTOR MUST BE NOTIFIED 24 HOURS it * IN ADVANCE OF COMMENCING WORK (tETHA THOMAS 639 - 4171). ffi i r ^ 2. CONTRACTOR MUST MAINTAIN ACCESS TO ALL OWNERSHIPS AT ALL TIMES. } - �, \ \ / I # 3. THE CONTRACTOR MUST NOTIFY ALL UNDERGROUND UTIUTY COMPANIES Q x , ° � ,� ti ti i f I j 3 FOR THEIR RESPECTIVE FIELD LOCATIONS. THE EXCAVATOR MUST � w \ 1 COMPLY NATH O.R.S. 757.541 - 757.571 . ' V_ C RE MOVE CURB ° `., ~'• �� I a AND SIDEWALK \ I , C , � / 1 ALL STORM PIPE SHALL BE CONCRETE � 1 4. RETE C -14 EXTRA STRENGTH, OR EQUAL (RE T O S1iT. 2) a.,. ( L '+ . f ► � \ i 1 ¢ A a s APPROVED OVED BY THE CITY, UNLESS OTHERWISE NOTED. i EXIST. BACK I i , ' i i ► } j OF WALK CURB R RN DATA \ 3 r i i 3 I ti i � i � � � � I 5• ALL SIGNS SHALL BE LOCATED BEHIND THE SIDEWALK. THE ► A = 1'56'02 a ; r h ' r CONTRACTOR SHALL COORDINATE WITH THE CITY OF TIGARD FOR THE . 11111111111111111111 III Lt. PR R = 20,00' ,tom' � ; °j I O j I RELOCATED, TEMPORARY, AND PERMANENT STREET SIGN IODATIONS. 0 20 40 t j I L = 44,11 I t f a I , 50.00 - \ T .C: ti, , t t F � 1 SCALE Q I f 1 1 06 „49 i �,- ? I 1 �, p � W� fi. STORM SEWER CATCH BASINS SHALL $E CONSTRUCTED PER THE CITY OF 0.• I a 2 '(3619 \ 1 +7d 17' LT I { / i <v a ► a TIGARD PUBLIC WORKS CODE. I In °' 3 2 $ 7 tt C/L i 30 G f 'TO) Q� o � TC 6 � 1 D vV, T C. 2 02.4 ER , * * ' j * J 7. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY 0 +45,2 34,35' RT, PC, cv ! ti ` 6 i / IAL i C NT 5'x 5' R E1_DED TO \ E - - -_ ' I t * R O F TIGARD FOR APPROVAL BEFORE COMMENCING CONSTRUCTION ON SW T.C, 206 64 ' { "II 1 t� -1'� R DISHARGE - D.O.T. ti,� - ~` 1 +41.3 17' tT, •+ il �4 �� REMOVE CURB -- � 1 � `O f2 Q0' . t y SAD 11 GARR£TT STREET. WAL �, NDStr , RE �-«, ' a i AND ,SIDEWALK 8. H A HARD �G. 20 3 ¢ CONS , SIDEWALK RAMP J • } , '' ' ' 1 L-=:, 24 BACKS - ., ,�_ i � # C. K' AT THE END OF EACH WORKING AY. } ' + ' � ` 2 { 2 � ALL TRENCHES IN THE ROADWAY MUST BE COVERED WI T > 3 ' a . I 1 EXISTS, -� S URFACE PATCH A p , ,_ 1 ,/ ► : : * 1 ,, A _ l N E t I REFER TO SHEET 3 ' R8 , . , � �?s ) f , - 4 H L S EET FOR - 2 FO EXIST CURB � _ � �._ -- - = -. ` .•' � - _ �� . O _ ... � 1 +66.3'! t1: C /I, •.. - __ �X � .. � �' _ - 2 ANGLf�0i1`VT - `� - �- 1 PACIFIC HWY IMPROVEMENTS RETURN - y . __ - � ( `' �)?6,1 _G 20 OO AVE SURVEY POINT 1 \ \^\•1 a �cp''AT I�XISTrr5L0 195 RELOCATE SIGN 17.00' 4-, _ p0 NOT REMOVE 1 90 ° £ `'`�.�, __ f) , r " �-' _ � RELxARELOCATE �`. 0 fil 1 f %" ' k�sT i TOE OF--- EXIST. STORM M H 1 0 +60 «7 17' LT. PT t, T `�'; t~xv,T tE. ^t1 SL6PE ' z SIGN 49'26'24 "E T.0 205 • 1 41 . 52' ,_ �� -- 40 �-- -- z - t._ I -_ - - - `d • Pr ��.. \ \ _ 0 +00 PACIFIC HWY- �Q ' ' \ '' - ` $ACK SF K _Al' � _ C T. S w1` , Q � � 0 +00 GARRETT ST, I --- C/L - _`_ A = 24'56' .2. ? 1436 -,, -` -- ___ ` `� -- � - 1 oh so uTH S TREET , 4 n y REtO TE 5i>1N ___- J S.W. G ARRE R 113.00 . T S k� ` - -- i 0 x ? LIMITS OF PAVING TRANSITION MAY $ ' 20 - VARY DUE TO EXISTING CONDITIONS . ILITY SHEET FOR \ L = 49.19 1 � 3 _ - 1 - 9 _�CJ_ ` ~ _ �� 25 REFER - - SIGNAL POL , POLE AN FH ItJ 17' 17 DETAILS. _._ _ _- o \ ' RELOCATION _ --T ---- - - - - -- � `�.� �l+G+ z / �(„ ¢ <, 4 17.00 .. 200 � 296 S/W vii s SLOPE 2 s49z XIST 0 /�N �►. r I�- ! 4 2 TO s t3s OVERLAY TAPER EXIST 4, \ 7S \ Sp N,P• ' gy p,} e , � _ _ � - _ - __. M1=- F TB RB }� ",xx *.r CROSSWALK, STOP BAR, AND STRIPING � EXIST. SLO VAR IES NC - SEC . u ON _ II ; EXIST. M t. , - R \ ZZ�:" Y' ? + s' -'= PV • STREET o \ _� -. cR� ` ►`�` TO 7 Qy� EXIST. MT. TI/ STREET UGHT p h ' �- �r�d �/ 1 28 f4I 2. - TO BE COMPLETED BY O.0.O.T. CONTRACTOR TO COORDINATE WITH SYLVAN MA1NT. DIST. UGHT * ' \ �' V4' \�. - �l 0i h x \ )q �` - - - - 0 ,-W tkj 3 - 1/2" CLASS "C" ASPHALTIC CONCRETE ' NOTE: � � ' �'" ' ` `'' � � ��1F �' 1�+ 2" 3/4 "( -) LEVELING ROCK CLASS " C " ASPHALTIC CORETE OVERLAY. CONTRACTOR SHALL CONTACT THE CITY OF TIGARD INSPECTION \ ;y � \ fi r 7" 1- 1/2'( -) BASE ROCK DEPTH VARIES. PLACE A MIN. OF 0,1' DEPT. AND THE ENGINEER TO VERIFY FINISHED ROADWAY CROSS -SLOPE fiX 7 es Pt TRIM EXIST. AT CA; TAPER-OUT OVERLAY TO THE AFTER STRINGLINING, BUT BEFORE POURING THE GARRETT STREET CURB. �O F /o r � � E''o - 1.: oir cR,g PVMT EDP SOUTH AT ±3% \ ' ' r C T % ' & C Rk + 1 5 5 9, 16' T. . r0 C U A'S PRIOR TO NOTE: \ `rF�S 3,3 by "- US./ ; •20 *ITCH INLET ` C FA \ ••.� 0NF0$E1,t� PAVING CONTRACTOR SHALL REPAIR EXISTING PAV'T IN THE - NOTE: \ T t~ C`R I TG E ' t2 4 `? (41s OVERLAY AREA BEFORE PAVING, AS DIRECTED BY CONTRACTOR SHALL EVAULATE THE FUNCTION OF THE 0 THE PROJECT ENGINEER AND THE CITY OF TIGARD INSPECTOR. EXISTING 24 -INCH CULVERT AND REPORT TO THE CITY / CONSTRUCT ASPI}AL? SJCENALK • OF TIGARD ENGINEERING DEPT AND THE PROJECT ENGINEER. RAMP FRCm CONCRETE WALK TO « EXISTING A/ C DRIVEWAY . P .- 710' DO �X ` �� TYPICAL HALF - STREET SECTION c ,Gyi, 41.00 S.W. GARRETT STREET No SCALE . 212 _ ; I Q ' i 140 VC I • V ,,. 40' C -- " --- ..210 _._ .... _ - _ - . -- - _ _ -- -- - .- .- - - - i - - _ _ - - _ . - - _- . - p , m ___.. __ _ _- _ _- _ - � a a , + " � x. i Ca r . PVI STA i= 0 +80 Q • h PVI ELEV 205.29 P�VI STA 2 +80 h h � • o `° A D. 1.47 PVII - 11' 65 r I N SEE BELOW N cc, K =27.14 _ • • K 12.09 11 ' + , - - 208 - _ ___ -. , , ._ It II ' , II / , o J 208 220 �� °220... - VW II II N. N. - / • A _ .% - . _ /`' --� _ � ( X1 / ��" 2 06 + 218 x 218 r, CC 1 . [ //". i 03 = 1- - Lu `�_ 3 _ � . _ _ _ _ - . _ N N _ 204 216 oI� 218 _ - 24 ti I a I �`�` , T . ` EXISTING G AT CA N. Lei �(`pp `` cc • • _._.2{2 - . _« . __ _ 214 14 IN 61G 4 - - ? s 4 4 U -. 202 t j �r E I 6 Q ` cv >- O 1k t3 + 55.9, f16' LT. * . • t R - W � - x 0 O `c $ 'USA X420 DITCH INLET NI-ii- T I _ 0 1.E. 202.00, DITCH I.E. . _- ,__200- ,._ . -_ Z __. _.. -___ ___ _ _ . __,. _ .. __ .._ _ __ .. `�. __ p �+ t 2O4 . 5 �2 .. EAS GROUND ' A ;;\j\ : S EE ABOVE • ' ! to C U ! 2 � C/ ? E i ± F..: ■ IE. 197.81 �6 �� 1 Q Q 2 41t z CO Q� H ORZ,'SCALE 2 +44.71 low POINT ;nom < • U SA X 170 0/S INLET EXIST 8" SEWER T.C. 20104, I.E. 197.50 EXIST. 30" STORM LINE ° I ° ` t ' cn IE 189.6 s N 0 +00 1 +00 2 +00 3 +00 �} 4 +0 _ _ _ _ _ . - 5+00 - REFERENCE INFORMATION AND NOTES: DESIGN � 1A' 1V SCAL PROFS 1�f � J.o.H. � ��T �. AS SHOWN ��' 4.4, � � ° � AD , SUITE 500 899 WEST CYPRESS CREEK R O Q�6� J aa i. TIGARD ELEVATION BENCHMARK INDEX NO.109 EL 210.07 �'� ' TRACED KENNY / �V OA ' • t t' , 5,9 . PE J.O.H. FORT LAUDERDALE, FLORIDA 33309 `+ � 4RE00 lF�� -« CHECKED -,_ SHEET . . ADDED STREET LIGHTS AND CROSSWALKS PER CITY J.O.H. 3/15/9- w,L.Ma• HARRIS °McMONAGLE ASSOCIATES, INC. 'fit STREET OF TIGARD REDLINES. . 3 .._ .,... • REV . OESCfIPTION _.. _ SU 9. DATE___ ,ry 2L • ENGINEERS- SURVEYORS D A .w" ,{,�� . W DATE 12555 S.W. HALL BLVD � I" 1 i V /'°1 � PROFILE / REFE TO, TRACING FOR .tATESI'. REVISION 1/24 95 PHINE; (503 } -3453 OF, 4 EXPIRES JUN 30th 1995 t . {' ;S C - - - f w x f ..l a ,_ fn 1 � , 5 t' - 4� "a F� ;� 8- s w s v . • a , r. s . a . c • - - - 2 r - - - K WATER QUALITY ,' FACILITY MAINTENANCE .NOTE, . WATERWORKS'- CONSTRUCTION NOTES: WATER QUALITY FACILITY NOTES: ' . '. ' -- ' TNA OWNER r SHA1 � 1.= CQNIINUACLY" 1I JNTAIN THE WATER QUALITY FACILITY 1. WATERWORKS CONSTRUCTION FROM THE PROPOSED METER TO THE PROPOSED 1, THE WATER QUALITY POND SHALL GE GRASS LINED BY BROADCAST SPREADING THE FOLLOWING TO TIE CITY` Q�* ° ; Tl M #NT NANC STANDARDS AND G BUILDING SHALL BE' CONSTRUCTED IN CONFORMANCE WITH THE LATEST SEE MIXTURE OVER 4- INCHES OF PREPARED TOPSOIL: ' + IF THE_ CITY ,QR. TIC D DETERMINES THAT A DEFICIENCY EXISTS IN THE OF THE 'UNIFORM BUILDING AND PLUMBING CODES. 1.25 LB , WINTER RYEGRASS ` ., • MAINTENANCE`, PROGRAM' OF ,THE FA THE OWNER 'SHALL, REPAIR OF REPLACE 1.25 LB. (PERENNIAL RY'EGRASS -- - SUCH DEFICIENCIES • WITHIN 30 DAYS OE RECEIVING WRITTEN NOTIFICATION 2. THE CONTRACTOR SHALL CONTACT THE WATER DEPT, AND THE CITY OF 1.25 LB, TALL FESCUE - 1.25 LB, (RED FESCUE Q \ '7. - BY : 0Y- OF TIGARD. . : TIGARD B.U(LDINQ DEPARTMENT 48 HOURS BEFORE COMMENCING CONSTRUCTION. 7.0 LB. 10/20/10 (N/P/K) FERTILIZER 70.0 LB. WOOD CELLULOSE FIBER (50 L8. IF HYDRO- SEEDING) �r� , f • 3. THE TIGARD WATER DISTRICT WILL CONNECT A SERVICE TO THE EXISTING -. - t THE DEVELOPER' SHALL LL� PROVIDE THE CITY'S - DIRECTOR . OF MAINTENANCE SER'10ES" WITS A _ SCHEDUI E OFD PROPOSED WATER MAIN; EXTENDING THE SERVICE TO THE PROPOSED METER LOCATION OSED MAINTENANCE SERVICES. THIS . 2• Tf IE CONTRACTOR SHALL SE RESPONS6BLE FOR SUPPLYING AND MAINTAIN►NG THE NECESSARY IRRIGATION TO ENSURE PROPER ESTABLISHMENT OF THE GRASS SEEDLINGS. . SCHEDULE . SHALL iNcLUDE: ` REMOVAL QF SILT, MOWING, VEGETATION REMOVAL, AND .CLEANING OF 'INLET AND OUTLET CONTROL STRUCTURES. 3, THE OWNER WILL MAINTAIN THE FACILITY AFTER THE ONSITE CONSTRUCTION IS COMPLETE 10" CAP AND THE VEGETATION IS ESTABLISHED. EL. 196.5+ 1 L- SHAPED 80LT SANITARY SEWER CONSTRUCTION NOTES: TO HOLD UPPER END OF CABLE OR CHAIN _ ..,:. 1. THE CONTRACTOR SHALL NOTIFY THE CITY OF TIGARD {G39- 4171} AND THE ENGINEER 48 HOURS 01 'l � j PERMITS VALVE OPENING 01 ! � 1 WITH FULL POND \-\' C S , BEFORE COMMENCING CONSTRUCTION. _ GRATE 1(Y' E L. 194.50 10 " x1d° •, \ \ 00 7 2. THE LATERAL CONNECTION TO THE EXISTING MANHOLE SHALL CONFORM TO THE CITY F LAP VALVE SIDE r EE 194 uL W.S. OF TIGARD CONSTRUCTION STANDARDS. • • • . - ._ NO SCALE 10" FLAP VALVE POND 3. ONSITE SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE LATEST EDITIONS WITH 12" LONG • Alp...111.1.11' SPIGOT MUELLER OF 11 iE UNIFORM BUILDING AND PLUMBING CODES. A- 2540 -11 OR EQUIVALENT 3' Ex10" a ELBOW & .r GRATE I.E. 182.0 E--- 10", 192 >0 W.S. L L 1 1 ! L� �!- ! LE_1 �� .1 EMPTY : - �'I 01 01 P `L 5 FLAP WEBBING " 0 20 40 j OELBOW SE Q y S 3 /OLE ,�O ti T �;' 4' _ __ EL. 192.0 • . • • . • • - ._____ --____ __- 0 Ti.T V ATER QUAT.ITY .. • . - • • - . r • I ll" - ORIFICE __ t TRG STRUCfi DETAIL - x- .. _ SEWER tja.RAl. 10' CONNECT sAN�� I.E 189 55 ---' '� -- -- 1 � ---' _� 1- _COT .� 1' SUNG BY 2' Wlt�' 3/8" �HOLE WATER QUALITY FACILITY _-- - ____ ^R UTEO ROCk. r>vERFLOt NE EL. 192A SANITARY TO EXISTING Mp,11HOLE• ---- . . SEWER � (�xISTING 1.E.) - .. '_-- -• -- � ,, r . 19 4 2 =� FLA F C E N R L STRUC - �` VALVE AC E EASEMENT r - - I E 192 �� s I NO SCALE 2 STANDARD AREA DRAINS C e (../..INSTRUCT GROUTED 18\ 2 - ROCK CHANNEL TO POND :• `TT''d '6 , ,9 50 TYPE II, U.S.A. X420 if 1.1111 11111111 -� -- "_ ._._____________ l_______ . E. ., • � 'q T ;N • TRUCT 3' x ` ,R t�U i EO NO SCALE 0,8 3 " ,'" •;r DISCHARre RAE W _ - ,` {�t F s � AT �, �1E. 89 . U 1ILITY RELOCATION NOTES: (N r't .' " , 3 �`, �% 4 P 10" AT 0,09 ROCK C+ : , S e PAD A. EXISTING u TtLITY POLE 31 BE RELOCATED PER i s .. _ .... _ W USU E • " t = "'ROVED PGE C GTE PLANS . ,:N11/ACTOR SHALL COORDINATE " r r x s �` S A r, 5 NLI ' f I --- R G cF A�^t t ? - , ' \ SA 1 -'; 3 R °•E:, •NATION OF POLE MTh P�. t G1E. I w ` -Y BUIIO „� : Y PLUIa E- ' I 512 5 C'E �� , .20 1( y�OI,. � o . j2 3 0 4 * ` � 1C u1 TRAP Flt. '.?.; 4,�1. RELOC A'1:4'4 SCHEDULE ^.T 1B" + Q ►- PROPO ED WATER SER h 11S+ (170 INLET f R 1 ',' rii�w ,PLITTE nE'•- 1 CONST ICT Nit FOUNDATION AT THE BACK OF THE PRO POSED , a. ' lig Q "^OEWALK PLR '1 0 O.T. DWG #47231 0 ( y � Cv CRA1 191. 1--� I �� 1 =>_- CO NS T . 18" SUMP 1 2 ALLC PROPER CURING TIME rOR THE CON - ETE FOUNDATION, Q � C 1,£. 193.5 1lY` '�!T - PER :. O 0 T STANDS PROPOSED- WATER METER LOCATION n Q "(REFER TO WATERWORKS NOTES) - -- ' ' ;' , , . 1 - I 3. RED .� ;E AND RECONSTRUCT EXISTING SIGNAL POLE PER �. ' 74/tki / . /} 0_D.O.T. OR.�: NTS -120. \ ■ / r ,'<� / CONTRACTOR ,<;;EPARE AND SE/13441T A CROSSWALK CLOSURE ( J` I 4. CONT PLAN TO O.D.O.T, ± : -4 WEEK 8EF02E COMMLNGNG }RK. I 5. a" ;°a tOR SHALL ALSO 0 NOTIFY l-iE TIGARD SCHOOL DISTRICT AND --' - - -- Q '414' EME t ONE _ .. - - , Y I2t�EtvC4 :1 RV1C 5 {AS 4FS'IJCABLE) C'v WEEK PRIOR t0 CLOSING • \ _ Y D _ `t IE CROSS 4A i r ' --- � -,,,-,' / i �� I C FIRE HI -RANT SHALL B€ £CONSTRUCTED PER CITY OF TIGARD WATER woollimi S \ �_ ___ _ � � � i STANOA;)S PER DETAK X101. THE CITY OF TIGARD WATER DISTRICT I v - �y fir 1 MU. F1O'� A NEW MUELLER FIRE HYDRANT AT NO COST. CONTACT - - _ .- - - t ' / !/ -i - I 'MIKE MILLER AT 639 -4 � 0 - LL_ r 0: N O 0 ' i ii {{ i- V \ -- r N • % ( r f ILL > ° °' ,--3 D LE. 192.70 °- . -- VI j frv' :, ' .' J ( _J- y / '' , ,` ' _ -_ ; -_ I �) a 4' OUT D E. 192.30 e " „ '; + ; '; - - . * LL INSTALL 4 TO 8 TAPER. , 11, , ; / , 0 -RAISE EXIST. VALVE TO GRADE TAPER - � , ; ; � � � ;� _, -- 4 =� I (,� � � WALL OF T T OUTSIDE -__ - I ' '' j ' if '� Q EXIST. F.H. 4.0' WALK WAY LE. 192.70 4iribNiir - pal , 11 3 i --0 r ' , ; .---- I (TO BE EMOVEt3)X ., „ - d fz a ' ', i i ; -* Y 6u-- -- �e • _FIRE HYD RANT A • ,� I > 4 r ,F ; i : 1 r' REFE TO NOTE "C 4 �' I 3 U) TRAFFIC SIGNAL POLE TO BEHIND S/W OUTSIDE WALL OF INL 0 FIFE� " � O UTIL i i s Q� , LEER TO NOTE „ fl D ' tY EXIST. CURB _..i N. � ); "'RELOCATION DET IL j (TO BE REMOVED) • . I ,/ totIsCAF'E Z3 EXIS UTIL. OLE TO SE RELOCATED R W Q- 10 OUT lir, t, . . , _ _ .._ m EXIST. TRAFFIC SIGNAL POLE EFER TO NOTE "A . V J F -- - �.__._ g j (TO BE RELOCATED) - _ -li1i:x --- ' ° • �`-- EXIST R /'� Pew 1 I 3 -- -- - '.r EXIST. BACK OF WALK -- --- • - .- - - ---- - ` �' -- ; (T BE REMOVED) \ pR OA s � CURB - ` .. s -� --- --- I � QS _____ O e. -- `� `- a \ A .,x F.0 FLOW SPLITTER DETAIL l �Of? 1 ^ � 1 t 66 31 LEGAL CA \ , 1 +00 _..._:%.._ ``-s ( EXIST_ STORM MH V /� ---- USA No. 170 0/8 INLET a �' � ` � \ C F X ST. E NO SCALE M - S.W. GARRETT STREET `? Y 4.7 \ i \ SW GARRETT STREET REFER TO SHEET FOR `�. \ 0 SHEE 3 OR � � GARRETT ST. IMPROVEMENTS / \ ..,....:-, \� . \ I UTILITY RELOCATION OGA TION DETAIL I ,\ 3 * 00 �' ! 1 " =10' ., - � , __- ,. _..__•��,. _.-. ____� _ _._ .4_ , _ - - ____. -- __ .- ...... . _ .,___. __._______ - _ -..___ --- . __ - -_ - .__ -__.- -- _ .. _ - _ _ . .. _ .. ._,_ . ... _ . - _.- REFERENCE INFORMATION AND NOTES: . DESIGN KENNY O ROASTERS C O . SCALE �0 F ss J.O.H. AS SHOWN - r -` . ti � 4 '� e F ' °.� TRACED 899 WEST CYPRESS CREEK ROAD, SUITE 500 R n or NO. . 1. TIGARD ELEVATION BENCHMARK INDEX NO. 109 EL. 210.07 ,, ` 15,9 PE 7.1 doH LAUDERDALE, FLORIDA 33309 . • a . op, GOrr �,- CHECKED SHEET .. - 1. " REVISED PER CITY OF TIGARD REDLINES J.o.K. 3 HARRIS�-McMONAGLE ASSOCIATES, INC. t W.L.W. _ REV. ' DE' SCRIPTIO SUB. APPR. DATA ,i� 21.14 DATE ' 12555 S.W. HAL BLVD ' '�4 " UTILITY PLAN a @ TIGARD. OR 972 87 GA o z3- 2 P N T . M . r i _.__ ,,,' ' -. . .: DEFER T0,' TRACINO FOR' LATEST - REVISION . ``b - (503) . 3U p ¢ ¢ : a V ; " PAYa • - - ,,, 4 .'§ • '£}- -!°'wx.• h : _ v7 P r '' �,'_ _ - _ _ _ r ._ , � _ ♦ • F f _ a • Y u' T `r e y ,s A <MNEe _{XC PL. s ;a. (SEE ,Tf+E S} - - CLIR3 JOINT _ , - c snNG aRIVEWA' • . 3 MiN. S E8 NOTE; S RQW ' ' - • GENERAL NOTES � V , ° - MIN. r A.C. IN 2 1 3f Fs r ARIESt. WiO3 4 V)$1E5 H GMATGRADE. GRADE. -+-� -- (SEA TABLES) + .�,o p 1 .G SiGNS' BE 48 X 48' ROAD �` - y; , r . : , » ,. - a:a ::r-,a':....a .',: -� STREET ARMS OJT QF STREET AREAS r 1 .c,. �1 ORANGE. - 4ARIES _ MATCH 'MOTH '' ,: •• '•tiff . •.f .1=711=11=11=11= 11 1 It 1 11 E1 11=11- ft 10 =11 SAW CU r i 1� BUIID:NO SEWER PIPE, SIZE AS SPECIFrLD a 2 NO COLLECTOR - - c S STREET RN s I lie r t.An�e E . EtiS;.t :ECG 1 11 =tip= (, McN 7H£ F CLOSURES �{ OR LOCAL CLOSURES DURING { ' � - RA/ �J 2" CF 3/� -0 BASfA0C M \__ f RE511RFAC�NS3 %,�! .#lam =i ii '� ��I� se ws p C)Id OWING TIME PERtOk)S� • ° s -. , ' - 104ANSKA ' , , 8 '" X A' - r . • • . • • . • • . . P • • • • � E t � ED TEE F1rnNG 4:30 .• 5C34 P.M, Z OM?ACTEU 5�1Q�RA 2 GI ♦ 0" — •,a.+> ina-t . 1/ • ✓/ „#=" =#,.. . . _ ' • / � if -•' PUNT FABR1 T 7.30 8C 3O A.M. JO INT'S• . { 6 0 $1i • • • • • • • • • • • • • / ON S EWERS {{ AND SMALLER. EACKF 2X1 MIN. i I` "` • • • • • • • • • ♦ • • • ./ F TAP ON EXISTI SEW ERS • AGAINST AI NS PLUG Q `0 CONik C1T0"t D SIDEWALK • S• • AND NEW SEWERS LARGER TITAN I kw 3 - ARO SPECIFICATION k0 ' ! - • • • • TF AN IS". . 1 9LOWOFF SECURE WO- 7A PUG TH C ITY'S ST1W0 JOINT I EW ADJACENT TO CURB �' p FOR TRAFFIC CONTROL IS * MANUAL. S I EWAI•K , • 2X4 IN PLACE, *ITN ON UNIFORM 8 in B • • • - • • � / / ( tCN C L. 1 O d TRAFFIC CONTROL /0 - CURS JOINrS-` ` " ' , S M IN. RCW • s- C+_ASS 9 r.f j .4. MIN DEVICES FO `I' �ErE �1LN . R STREETS MO HIGHWAYS", t i' scuRE f. r 1 f At£ ,CF CURS ............253 B' ' r BACtSf4 L • ti A , � a LATERAL PLAN A N I t3 FHUA 1988 EDITION. ' _„ 1 - , r 5 - MIN• 5 - O ' MIN. ROAD �,..:.....:. .,.� . z ea. . --. a '" / ExTEND At LEAST 1 3'-0 1 ` 15' -0' MA ' 1S " =0 " MAX. 3 ' -0 ,. ' t=11"p t1 0 ••1- ti a a • ;' A GROUND It SURFAGL 100' 4. ACTUAL, SIGN PLACEMENT TO BE • .� j =u=11 a =[i =1 i �,--i1 • " . : ACE MIN. r S NOTE 3 • e e z 50' MIN. • ' • • - -' P t. N + ° 2' Ct 3/ -O" BAS EROCK 3/4 - O " s e • • • • / / • � / 1' IA � s.-. -I. APPROVAL VMTHOUT an a 1 .1E .. 4 MINIMUM i! ST{ G E XFANSt , � JgNT COMPACTED SUB C+�AtE = � - �FF�� } �} �� 1M SL F OR OR-- SAW r MO PIAi COl9. _ ' GRANULAR BACKF11 • • • • e / 4141- MI Pint t1 01 FOR t M / TT f a0 ' T S. THE CITY RESERVES THE RIG-IT TO ADO TO t 1 2 EXP OSURE • • ' • • • � ,/ 0, O i y, k � , 0: • PPE _ SkRJICt CGNECTKJNt`. r t r SI AWAYf�4M CURB . " I NOTES , E�VAT�,O B -A;; ' .' ' GA S# R , r A MAY NECESSARY TO EFFE61iVEt,Y 33 }�t� • s pi CONTROL TRAFFIC AND TO ENSURE FU6lJC 1.--I/a._',. A (3YE BASE. 1. t ET S}{A 11 2 PC 3000 P.S1. Af7ER 28, OA'r5 8 CK MIX. SLUMP RANGE I ,, • .• • • . R A? II IFi.A0G0 CAN �p • . •. MAGNETIC T APE • SAFL:TY ` 8 alp -i °9/ TO 3. \ • • GREEN ( s -roRm S GREENv, lBU�SJL LErTt3x1 iSTORM DRAINI ) 6. NO l.4NE CLOSURES YIiTHiN 204 FEET OF _. PANELS 0 I T. A TRAFFIC SIGNAL wLTHOUT PRIOR art 2 TO E� S S Lu FEE l A'iPPRO VA Of 1W0 POURED OR : A • , A- ,,,,..,...- -�'""" , 3, ANSlS�t1 JOINTS' TO DE P1J+CEp At SIDES Orf 1VE"NAY ASPPROAtIE � � ��' j a!a'. { # �i t` ; ; •• i _ T ' ' Z' OO 3/4' -0 A 1�TIUTY YAIlLTS NHET01lAtR RAMP3 de AT SPAC104 NOT TO f 4 Fit �,,,� , I . • , �'_' 100' • ' f ' , = .'> - PI PE BAS j SI + " -0 FIP I MIN. LEGEND 4. FOR � E,wAw r AbJAC CURB Ot! THE SAME TIME AS 'MI E ZONE MATERIAL �'! NOTir -�, ', ; ' F4 - OuRA • THE JOINt PETWET?t• THEM S BR' A TROWELED JOINT, YA 11t A� MIN, 1/2 RAAIUS _ BAt�cFEt. IN STREET ARI - , ' SUPPORT TEE WITH AS IED • _ O S T TO T R URED A '� S SPEaF ' "' ♦ - - r ` „zt ` BEODINO OR Et, N I 9 °.nS1 t. 'c 1V {A U. � w n lE 1} . , , = -,, . +".. « TnAFrIC Stagy , 0 a N H � A MINIMUM I S Of IN t DEDDI G WI t r : IN MUN TN CKNE ! 8 EES if faOUN A pl lC ! . if 3 IS A t nu. 0 Rx ' c' tiR ,raN ssia ll* �l1 0 Lt D=.10iNt A �tilriMU �/ ' RAO JS ' PG ISt� . • • Ir SIOCRAIA IS NIPPED AS F TiON # f;IFtIVF�WA Ra caco to A o f R ' S 1 DE E - s ALOv E3A. 4, _ '` - `» : = , , • V t g 100' CGNSTE1UCTlOtt Z I r OTNLIM,S! • AWE 51i/4tL NAi+ ,4 h1ti1Rlhl T?UC1gvES < 4 W Mtll. , a, ) . ; 0 6 L, , Ott Ti ` At,L Ilk PRE IOLOEO 6 .4PRE I tJ • ' t - , L RA IN eCGcxCUr IN G�tFtf3S E t<; TO BALI( gQCwAAUC 1MTH 3 OIAMETER RI � R R O C K S 2' BA FROM CUR I O w ; PC11s lb P IPE A� SLOPC CI'ION JOIN r BE C EL3 P BACK FROM CUR$ 1sr•t.►stwa M T CONES ORICADON .. _ t Q t?A ovE1s POI,. ONCE APPROPRIATE • aa�r BUILDI N r f �• { , fv } i+ lEi!tA • E1 4 VI�A '�: tNCT Sid WALK piP E� tING ANQ ..._ ; a � . ` t. z ;` a �ACK� DETAILS TRAFFIC CONTROL 1 W . Y t TYPICAL. • - • .v .,� f .. 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CANCLED TAX L \ . 200 1801, 390 3601, 4500 OTS TR "A ", 9 20AC A OST WLY COR 5600 TR "A ", 3403 ,3404 , / 4 — LOT 2 (11° 802, 301, 301_AI, 3101-A 1, / , ` �T 1 ....- 2200 18 1400, 6800,7000, • \ / �"' 3503, SEE MAP 4^° \ y ti �.- 2S I 28C (, �-` \\ . ps g INF E 'er 4 . .. ° • tt 3101 : i �` � ^ � \� \ � \ `� 6� � SEE MAP w e 4 4 \\ \ \ - �- 74Ac 2S 12 B D Q� 6000 3 , • 1 <L \ 4 2 ' �, 4% 4( /0,0,1, 9 a \ . 4 0 � `� g . 4c°' 15 32Ac 000 r 1,.;., 6100 I , ' 2 . f 3 0 /4/ � () � ` ,,e,, Q A\ I/a COSNER, ,, I 9 0 3100 v / \ \ i 6 2 9 0 0 /9 9 �O� \ 6 6 __ 5 J 2 i a _ j c a ^ ' Sr / .. ' 194c. ° � C 2 22Ac \,• , ,I INITIAL 6 P..-r-, ,. / \ b .1 POINT �T 580 l • ` o ` ° G N H CC / U ' "` 4 � \ 2800 ,:v. / e cC C.5‘1 S >,, / / ,1.4 o . 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' , -- - - OESCRIP11014 - - SUB. gral DATE l DATE , • . . - , , . • , . , , .,4g, REFER TO, TRACING- FOR , LATEST REViSIGN 1J-11-'94 PHONE: (5Q3)69:43 , , _ . . .. . . . ., . . •- • - • , . • . .., - t • , .. . . - • , ,,:',' ' ‘",,_, ' • - ,, - -- - - - . _ , . . . . . . . . „ '°- _, . . . , - 7- . -- - ,- ' . . . . , . . . . - . - . - , , • , - -- . . — . t . . ... - . , . _ r - • „ . , - , -. - „ I . . _ , . . . . - Y , — . . , . - :., ' -- i. . -.. . )• ' . , rg' '' ,,,.- ., d ' \ 9, 1 . .- ' ■ , . . ' , s , - ',... s.. , . '' k i _- . . .. , - , , - . . „ _ , . ' . ,„ . ., ,. , . • , , ■ , „ ., . , . .., • . , . . e . '';':" ' • ' '. • . • • . . - - ''' . . . . . . 2 e , , ; . . . . . • , , . , ,.. . f ' ' !'' - ', -, ' . „ ' , - , . , , - — .' •'; ' .: i , , , ... i '', :J . 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HALL BLVD. zo )\°° \\ / TIGARD, OR 97223 --6287 o \\ \ / PHONE: (503) 639 -3453 . \ \ FAX: (503) 639 -1232 i Z w Y / k O it, d U Q ± , - , _ _ - - - -- ------ - - - -- --- . - . ----- . -, _ J . 1 -t, ( i ' ( ... ....,..—,,,....._-__-...-...,-. ,..,,.----.J.-,--- ...■ ,. 11 . ‘ . f ' \ , \ \ .' ,..7, t \ z ; . .:...• ' '-k 7 I .." - • i _ . .. , „.. -.. , -5 -.,. PLANNERS ENGiNEERS ,.- i. LANDSCAPE ARCHITECTS -o 'c:" . , 1 ci.`',941.__] — \‚ -..-_. ...._ *, ... 4. , ._ . ''' 233 SW • FRONT .,, .,, „,A ....,. ,,,.- ..,,„: f ' - „,,,..-, Ki-v L_____ • . ....-...... • • ‘...-....a• • • ,......•,..../ • • lir... • • 0,..J.1. • • 4.--- • • •••,•-•• • • w' • • • - --. /__ ' Giiit\IEr?,„A- -.1.,... 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'' --- , ,' - 7 - • l''' ' ., ',1 1 :',.„ ._` .,+''';,,,, ---:_::--= --;% , - - 7 - 7 - , . ,,.,..7, _. .. ,‘,, 7 - ,:,, ,., , Tr-, ---- _riit B .- . 4 , , .. . , _ . ,. , - - • ' - . , . . . , . • . : . , -. • . , . . ., . . , - . „ , , 7 " F • • e . ,_ • „ . • , , ; ' 7 V ' 7 < ' ' ' J a . . ^ • n ' • . a A A, I • , , , • X ' ' - " I A F . • ... 7 • • ' • ' J , „ , 7 , 1 • ' ^ A ^ A F^ ' • V ' A F ' • ••,. . ' . 7 ' • . , ' ,,, • ,, a • ' , 7 e • . .• , A ■ , .. F e , • • • .• . ,e a -• ' , ee , . , V V • . ' ^. • s a ^ • . F' . ^ • 1 I I 1 • .,. • : 7 ■ • . . • i . . . , , • j , e ,. „ • < 7 * ., , ** A• • . . F . . • • , , ^ I , J j 7 • , j , , , 1 I 7 1 . • • '• ''. v , V , • ' .7 . .,, • J ' ' ' ' . , , • a ' I F , • , e ., , , • • a . 7 • . 4 • ' I" V a 7 • W.. a 7 • a „ , ^ ., . . F . • F , • •• • A . J 1 e f ^ .... • ' 1 -‘ ' • , ' I , • • . ' 7 n 7 • , , ,, , ' < .• a , , e , ' • • , A . F • , • , 1 , • F . . e '. - , • . • X • . ' ' i ' V ' ' ' • 4 " • ' t ' . j , .• .. A , 1 • 7. V , , . ' 7 ' , • , . ■ • ,e LANDSCAPE NOTES; - . , , , , . , . , , - , • . . _ . -- . . • . . _ . . . . . . _ . . .........____ .._____ . .. . ' 1. The general Contractor shall feave the site at finish ra4e:. The . • . . ',' • - . - . , - landscape contractor shall reVise'gr4des at a minimum to smooth smOot . ., ., , . transitioni between planting beds and lawriareas. 2 . PLANT MATERIAL, All plants shall be healtlilyd .. , vigorous an . . . i - represeritative'oftpeCies siieciffed. All plants shall be well branched and proportioned and free of all insects diseases, bark bruises, scrapes, nches.and physical damage, . . , , cracked bra Substitution of species or size . _ .. • . . must have prior apprcival. ... , . . . . , . , 3. PLANT GUARANTEE All plants shall be guaranteed to lie for _ .. . _ . , twelve (12) months. The guarantee shall commence upon, fin . ... . -- . . • acceptance of the OrojeC'ti. If any plants are dead or in au unhealthy condition before finalaCceptance,'the landscape contactor Shall _ ., replace therit at tlis e xpense. _This reptacenient shall not be considered , , • : - . . . . ,. , . . - . a d GUARANI - EE0 REPLACEMENT." , ,.. ... .. ,. - _ . . . . _ , . . , . . 4. TOPSOIL REOUIREMENTS for planting operation's andgradingi . . . mounds shall be natural friable, fertile toil characteristic of p roductive _ ., • , , • , . , - and Other t t l l of soil in the vicinity, it shall be, free o clay lumps, stones, roots foreign matter.-- All fill to be compacted to 85% ASTM D698 standard ..- ,' ',. , ' • ' . , . •• ,. , '.• , , compaction. , , k4i' , , _ . , . . 1 . ' „-- . , 1 , . _ . . . ., . S. MULCH; all planting beds shall be mulched with shredded bark , --- ------- , ____________., . __________________--- . ' . . ' A nluich or approved equal to :-.-- 1 deep. , , , , , . , ... - . .; - • _ . , . . - . , . LINA:4 ktigis 1.Apai-la , . . . . t , - 0 . , . . , , , - ' , , • • f ..„.........._ , + . . Vtillkil& I li N.) r-' . , ., , . _ . , - - • ... -- ilky.ok■ •2,9 / 4 1111r ('-' l '' / I I - - ) rj_ .( • , -7••1 t...P.t_re•to. .....\:‘. , ft , , , I ' - dillibll) 7- INSTALLATION OF PLANT MATERIAL: shall be in accordance , i '' . - , ' - . ,_ , 4... , , and , . „ a / / ' with the merican Association of Nurserymen Landscape Standards l i . , . ' ,, (4) 0 , . • . with the general planting Specifications as set forth by the governing . 1 .. i '. / . . overning i . . I . 7 '': u t-liggyi- t-Nei 1-1 . T - 4 - . 0 , . ,, niunicipality. , - de• ,....., , ,,,,A.,e„,.. .._____ ', . , 8, ' The branches of deciduous trees and shrubs play ,be selectively - 1,. , . _. . . . 411_,4111 IIIIAINI -- 0 /. ,,- 4 ,N74 11■Ak ., . . .. . . . - , thinned by up to 1/3 in a ccordance with gcx>d horticultural practice, , 4 • , . . . .. • . . ".- ,,, / _ ' , . ' • . , . - • N N IIINIV,), i ) t.-\ fts . . . . - 4 , • ill ,. however, in no shall trinim ing resUlt in reducing the overall size of/ . . • : ilf / 1 -,.. A g I • 40 } . , th .,• , - . the . . - / 0 - MO t i i • , , . - , - plant below that specilieo never cut central growth leader on . . *le , t,\A , . • .. . .• . ,... I i I 1111941671;fr„r > • , II . iii , . , . . .... • ever green trees. ,, . - , ''' ' , . pRoP, or..) •20*,r-'• vitt \\---- L is, , , , • , ,- ,, - , .., . - .. .. . . 1111 i kiti ei A — 1.- ' . ..Cdp * . }-• . 0 V , . .. .. i 9. - Contractor is to familiarize himself with all underground utilities. • 'I .ill , • , . , . a.. _ 3 , , ... A . Contractor t notify Roasters Representative of any underground , . _ • . • . . I. ' d Ci . ip , .., . „ , fia . .0 . - . , , - , is, ...: - ...d, 4 ,),. , \ . jrvi 1 t .. . . obstructions and receive approval if neCessary, to move plants from , , \,) , , , , .■1 . ons shc;Wifof plans, , , - ' - -=':-. , ' . — . . , a Viliiiiiir w 1 is, . - . • totattaa.sas.61/4/* ,, , . - ,•-. ,. ' ' ...- ..., . g . Log - ■■••■ 0 Tit-c'i%r4 , . > locations -- \.:- t A autt / . r - •P ',. I It: , . i . • I 10, LANDSCAPE-MATERIALS shall be located so as not to obstruct , 1 ' . . t. ........ _ TT_ .„ , . L imi i e I , , . . . _ , • . 7,./A, // 1 : . . , visual Or physical access, to fire hyrans. Locate ,all lan materiils . ---__ • ....._,411r,, ' - Mi i ---- , . 0 47) 1 ' ./ meters dt e . . .,, . i in conformance with utility company requirements'at transformers, . 1 al , , - .t - , , ' re i 1 k , 1 overhead lines etc se site utilities , , . e , plank , . -: ,, ...-/' 4-er Irmo _ _ .., , ...,,,, i , t „ ' / ., _ 1 1 . Remove all excess organic material from site and dispose of it in ' - Ow . - AI ,// _ :6) (,), illv . , , :- confornlance with all. local state and federal requirements. , '' • , . , . & ...414111111,. _ 4 . , , J?INN41%..."2 . a _ . ,. ' . , .It 2 1 . 2.) lb I . . * e , 11 i . . ' 12. FERTILIZE all plant areas according to good horticultural practice ' - _ - . .... . ,. 11 641tA 7 . . - • PLANT 1.1.T: - , :lib.. - . for each plant type and soil condition . . . s . • 1. I a A . , - 11111,,,tieLf. Key Plant __.L. Ir.. ....., • Remarks . . - . , . . L i A red sunset maple 1 1/2" caliper 04W ,44 . i - ., \ i i , . • 13, ALL NON-SHRUB areas muSt, b e with locally grown sod of , - I 1 . I 13 Hogan cedar 1 1/2" caliper , . , - *kw . , Apr 0 , , .... t io.- N LA. 1r ' . , .. . , C Burford holly (36" ht) 5 gal. 36"o/c ' . a varietyproducing fine turfarass suitableof this location. ' -1., , . . , , . , - , ' „ . _ _ - , . , . . , . • ,' ,, ' '4111 nix---thl........... ; -abl•Alli 21111 7 , ........... ., so x.. wa to di - is. - e D Jaques Monte birch 1 1/2' caliper ...i.a.......!..i..............ipitu.s.. . ,, , . . • . . • _ - • ... . . _ , „ . „.. • Nimm„... ,„.„' . L— \ E rhododendron "unique" 24" 36"o/c • -., 0 . ...........„ sir .... _ , -----‹......„:„...„........- , -,,'• . r•"" . , , . . F \ • G viburnum davidi 2 gal. 024" o/c • . ' , _ , . , ' • q \ , warty barberry 2 gal. @ 30"o/c . , ' i , , ' . ..,........ ,.....:.;...e . , - H St. John's wort hyperniumcalycinum , I" pots /2) 12" o/c diag. . _ . . - • -- . . , „ . . , . . . . ' . . _ . , . . _ . . , . _ . . . . , . . . —___., ----:------:- b I . . . . , .• * .. _ . . , - . . , - •• _ , • _ . , , , , , _ , , , . . . . , .. . , . . ..,,,. _ .. „ ._ • . . - .. , . . , .. - _ - . ,• • , 4.00(6 , . , . , - „ . ._ i „. , ,., , , . _ . _ , . , _ . _ , , ,. , „ , , Oat. 11.(t. le ... , ,, -.. , „/ . , , 1 . . - . „ ' . - - , t --,,,_,,, RECEIVcD - , , . . . , , . ;. . , .. _ , ,..‘.. • 1 _ , - - , . - . Sca:e ....„ , , ■-. ' • • • ' - * , . . _ , . . , _ . -, . CEC 1 2 ?,14 _ ,, - . „ • , . • , . . . ,, , , , , .. • , . , _ ., , , ,- • ,.- . , ,..- , ,. , . . . , .. ., , . . . ora.ri ; . .1.. . --H. \ Df(ki,?•e-' ' 4 1-111\1 . ., . ,. , FRONTIR CONSTPUCTiON . . . _ , , - „ . , . ,,—.....,-.S....gaLOL_P.,4___ , ,, 11-4 --- ---,,,_ ' , , „ , , Job - , ' , - , — . , _ , . 2 „ ). . - , .-. „ . ,,,,.. , , , , , Sheet 4 ... . „ , , ,... , _ . . „ , , I I . , , ' , , . - . . . , -`, I 1 c ."nr t ., „ ., ,. . ,.. . • , _ , . ,. , .. _, . ,,,, . , . , , ,, _ ., ,.., , ,.. „..., ,.. .,..„..„ ,.. ,,,, „. ,., ,...,.. ., .... •, . . .. „ , ,. ,„, ... . ,..„..,,.. _. , ,. . , ... 4 - .,' .' 4 , , I. • , . ' ' , - . t - . .. S. - ' ' . ' '.. '' - -". , , , . - ., ' • - IA A iii, 1 CM 140. 1 X.CA =WAIN/ 0 , - .: A ' ..- . l '-- 1 , - , , S ; . 1 _ _ . : ,:-, ': . 01 Sheets . , - , , . -, , - ' 1 , . - - , - , •.. . _ S - • :• ---. :'-'-. • , .--: .': r - • 7; • . ' „ ' - -- --- - , . -, ,• -: ,I.'• :, . ,i ,- .*.: - :-',- -,...• „-• • - -' ; -• ; ..,., "-- . ,, .- . 7 - . ' .' . - - : 7 . • -`' : ,'' '' -- : ;:' ;., '.. ',:',' - : : ,,,, i' - . ' ', '' -' , '',- , - - 4: ' , , ... , ' - ...=, , •• , ., j , -. — , , --..,. t _ _ -.,. . , , , ,.,, - - , .. — , . ,a4Vramy4W4.11eg.,al200ftWX Xf.a...60 . . v. . . , . -.. , ,, , ...t •,, . ,l ., ' . . : i ':', ' , - a, . • , , , ' . , - . . . ., . . 1 .. . - . ' . . . ' -. , ,. ■ . ''''' ' _ ' „ .% . , - . . . , AemislOtil [AY , . .. . __. . . „ .. ,. , . • -.- , --,i. . , _ ,,. - • - . , , . . ''' , . ... • . , . ,, . - . , -:',' . -' , . 3 _. • , ' . ' - ' • -' - „ ' - ';` :-' -' t -'' ' , . ' ' ' :, t .' , " , . . , .. • , a . ■ , , • ' ' ... ' „ " ' , . ' ' . ' . a . . . . . . . . a a ,. , - . , 1 - r . .. , . . . _ .".„ , ■ " . • .. , . ' . . . .. , . , ■ . ' , .7 ' '?..` ,. . - . - - , . . ., , - • v J . . •-, , - , ■ - • . , . r . ' „ ' . . ` . . v " ,... , , . : - ' , • , ' . . . , . ' .. . , • . . . • „ . I. • ' ' , . , ■ , ." ': , ' ' . • . . , . .. „ ■ , . x . . - • . , . _ _ : • ' . . " '4 . . ' . - .. . . . . . . . , i . , .. ,. - .e. ' . . . . ■ A . . . . . . , 1 . . . • , . LANDSCAPE NOTES: ' . ...-.• , , . ...„ ,,.... _...L, ., , . . , . .. • .,_ • , . . . „ . . ' . . . . .„ • =-,-... '' . . • . . . 1. The general contracor shall leave s The ite a t finish grade. . , • • * . . ' t . . . --'.: landscape contractor shall.revise grades at a minimum to ensure smooth . „ . .• . . . _ . transitions between planting beds lawnareaS. . . , . . , . . . . 2, ' PLANT MATERIAL; All plants shall be healthy, vigorous and . - . representative of species specified. All plants shall be well branched '• ... - ..- - . . . , . . , . . . ..,.. . ..-. , . . . , . . . and propOrtioned and free of all insects diseases, bark bruises, scrapes, ._ -- , . . „- , . cracked branches and physical damage. Substitution of species or size . , • , . must have prior appriiiiak . , . . _ . _ , • . . - • ,. .. .,,- . . . .., 1.' PLANT GUARANTEEf.' All plants shall be g uaranteed to !rye, for . . „ .. . ,...„ _ , .„.. , . . , ' . - •,..',.. _ '_ . . , ...... ,. . ' . twelve (14 months. The''guaranteeshallC6;:mmence upon final . . . . . . . , • . . . , .- . . . . ` . -.-- - ' . . • . . . ,. •••=., acceptance. of the project, If any plants are dead or, in an unhealthy . . . ' . , . . - • . . . . _, . ..,. .. condition before final aCceptance; the landscape contractor shall . . . . ., ., . - , replace them at his expense. This replacement shall not be considered • .. , . , - . , . . , . . ,.• a "GUARANTEED' REPLACEMEN_l . . - . . .. „. . • - . . . . . . 4. TOPSOIL REQUIREMENTS for -planting operations and grading/ . , . • _ , - . ,. . . . , .. mounds shall be friable, feitite.Soil characteristic of prodUctivk ... . * . _ . . _., • - ,.. ' . . . . soil in the vicinity It shall free of Claylumps, stones, rootsand'Ochei . . . . - foreign rna,tter. All fill to be compactedt485% AST/kit' 0698 standard i. i ' -,..: , • CU e d tion compaC. . ., . • , , ., :. . , . , . • , .. , . . . . . . . .. . . • 5: MULCH: all planting beds shall be mulched with shredded ” ' . . . . . , . .-. ... . , ..4. , . . , . , . . . ' - ' -------- --.----:----------- ..---- ''''' . -------------------- ' - ----":----- ' mulch or approved equal to"= 3" deep.' _ - , _ , . . . . . . • _ __ - - - . - • ----) / . . .._ - ••„•.,, •-• .„ - ,, . . . , . . . .. . • . . , . . . . . - - . .. . • , • -- _ t . _i,,,,,INI . _ . 1,,9..4. . . . . , , .,___, _ .. , , . . . iliN...ir-f" _ . . . , . . , , , - . . ' EINIIIIIiiiiiir., . ' - , . i 14v . -. . 1,4k% ... . . . . , . .. , . . . 1•111111111U .i ' . . , . , . ' ' '''<fj l'4 D C . e--4 P-1...rt ., ,t• - .. wts,. ,. , , . , . . . / - _/ . . . . . „ . . . .. , . . A - / . -- _ .._ . ,„. . . . . , . _ , , Ihy/ • ' ' . . . . /7 - 7, . INSTALLATION OF PLANT MATERIAL:, shall be in accor , - i ... - „ _ -, — • -f • , \ _ 4.,-,.N\ . ,...,, . • . with, the ArneriCan dd Association:of Nurserymen Landscape Stana arid '- , . . . i -. - . • . • 4 . -__ -T) - • - . .-. , . .-, . :f . .. . .... _.. _._ , ... . ,,.....„ - - - - with the•general planting spe as set forth by the governing - ). ,. , . - , . . . , . . , - . - . r utliggy..-Te IP. 1,..k,414' 'r ', , . ' . , . . . , • „ ‘, municipality. , . „.•_, • • , , i ' 1 . . A ,• , 12. fa .. -ro'-'' - cc': 2):::'-'. ";i0 ,, , . , . . : i • ' . .. .- , ' ......„..„..--". ' .. 1.4410 . . . - . • ...... : - . 1.40 1, ti.IValli , . . 1411NIVii ti . 8, The branches of decidUo.4s trees and may be s electively ' . , , . . . - . .. „ . _ ■ , ■ ,. ' , , - . , • A. .41. . . Ok , , , '4 • - , „ , ',-. , . . . - thinned by up to 1 /3 in.aCcordance wit horticultural practice,' . -. , . , - , . . , . , 4.1 NIIIIP;) ) e . _. . . .. . r. , , .. _ . . ‘,.. k. fjj . ' .4 idill■ ,. . , , , ii, - „. ,, , howoree, in no Cask shall trimming re sult in reducing the overall size of . . ..- , . . . 0 .. • - -1 . . ,. ' . , . . - i - :?. _ .. - - , ,- _ • - , ' " " • , . . , 011 ,.' 7 - • . the plant cut central ro gMh leader on . . , . ,.• . ' 1 . k ..: .. . . I it . . tant below that -.. , 6 • „ .2, .... , > . \\) Q.1. . • iiik , .. ., ...._._ ,„ . ... ., . , evergreen trees. . ,, 20)*:- • a , . . . .... . . , , f , -,._ • . . - _,-.„-,., - 1 7-------,.. . - ,- . . . . - . . . .. . ., :, „ _ ... -:,, --..Ce4 . , , _ NT . _., , . • •-• - , • V . , , , r . . , li p _ _ , • - - c ' ' ' - . 1 / .- ` 44.' gw A‘ , . . . . „ . . . . . . _ . . . . . • ,.. ii. (10) fa . k) : 9. - - Contractor is to familiarize hirnSelf With all underground utes iliti. - - .. . , . . . _. _. .=••- . - - .- - . . i'.4 , _ . ix. -, ' . .,.. . . • i ., --. ; ..;.- . Id - . - , . , , . ., ., 411 -e .. ' ‘ , . / . . . Contractor to nOtifYROaster'S' Representati of 4n . • s' _.. _r . ... „ wo . .11. -:---- - . * :' ? -. . _ .., , .,.. - , . ,,,,,,. . \ --- ,. .. ‘) . . „ A , 11111: -. °. ....d' , - . obStructions and receive. approval if necessary; to move plants f rom ''-. ' ' '.. . - . , . , 4', . .1 , 0 . . . -: . - lOCatidns of plans. * . • . , .. _. . - . . • . . -__, '' g . , ., .- . t4 .' 511 ,..411 tvittii.Cla a.*.a lite : 41* ' ' . ' • / 4, v . , 1,... / _ . , . .._.. . . , . . . . . , ,.- . . . . .. . .. . . , . . . . io. LANDSCAPE MATERIALS shall be loCated so as to ob-stkiCt _ , , I• • • 4:3 „. . . , 4 ilk I .;( Irfjkx -71 . , r . * . . . '-"e- .- , ! ," . • .4 visual or'physicat:aCceSs to fire hydrants Locate all landscape . . 1 2 . . - ' . ' 4 . . . 1 / ts e materals , - , , - , . \i,‘\ .. . ,.,,. in conformance with conipany, requirements a transformers, - - ; , . . , ,„ $ . ili I . / - . . . ... .- . . _ . . „, ....-- ....--- vi . , . • . meters, overhead lines, etC. see utilities plan. , ,,,, ,_ . ., . ... ________/ . . . . •, 0 • 1 . . / . . . . , . . . . _ . . - . . . . . . 1 --:- - 11. Remove all excess organic material from Site ,and dispose of it in . . ' iv , . .. . . - iii r , . . . . . . i - Wit.41411,74Wdo• . •4 .„ - , conormanCe with all state a federal requiteMents. . ' - • / f h ll . ,, '-'`'.... , * ON r-41.:(7 -, - i ,- . . . -- • . • . ---„1-i--: (2) ... . . 4:...... , • 1. * it , ' . . , . . , 12 FERTILIZE . . . 1: I k , PLANT LI .T: . , , . , ' . - all plant areas to good horticultural practice , . .'*-- . . 0. , , _ . . .. ; A" - , „ - . . . - -.--. ' NMS;w 7 . ' for each plant type and soil cOndition. ' I- . - .. . , , i • - - Ai /11 _ , „ . , . . . 1 _ , wit..'0,,,,o,a . , _ . . , _ , - , Ke Plant Remarks 5 gal 221: cal opp/eecrr . •, , , - i 116#41,1■v : - , . r , = . . - A , - , • \ --1- OF . . • ( , , red sunset maple B H u o r ta rndchedoial holly , . „ illi) 13. ALL NON be finished with totally grown sod of - . , . . , . Yafrit' . . , .. , , - B • - • - . . . . . . ‘ oir, IP : - - . - -375141111 . . , . . . . . .. (36" ht) i . ,. \ • ' ,..., a variety prOducing fine iurfseass suitable OfthiS location. . . . - , _ . - '. C - , ' ,. . . . . , \ .. . . ,- . __....::' ' „ilaill'f' 1111!:-..:=,:...=' -..1 , ., it ipsiA/0 - ----7- y, 2 21 i 4 ng l' u li a 2 : 1 1 „ : 3 @ c 4 6 :2: 1 1: ( : ce sti o .. . . . . . A — 0 Jaques Monte birch . . . - 6 . _ . . I , % 2 gal. @ 30"o/c . . . . ,--, • ,a 0AU.11 II _ . ,ii! w ,. , 1--7- \ -- E rhododendron "unique” f .. . . , . • .,; ,,-- . . -,,, . .-.. .- - . , - • .- . , , • , , . - .. 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T CRETE TR FlC SE' ARATOft: ` • : ��"` OG ? a • I • O.D YFE °$ OR • 2077A �:�� , { 60'x40', INGRESS Sc EGRESS � i � .o I SITE OBSCUR €N / • • #:. i CA EASEMENT IN FAVOR OF • I CONCRETE �La).- �' s O `r }, / —" `CAPONES RESTAURANT PA z '1' ENCLOSURE / te a, / ; ; , f:•'..: .i.1 D W �� , 03 - .-._.. WITH GATES J , • O ". ____ �5' WIDE '`` � j I II `/ LANDSCAPE PAINTED STRIPE `' � - \ : 25' WALKWAY ' - - _ ORDER • 1 RE CUR — .... ,..%"e STRIPING NOTES: EXIST. 7o S.F. x S HIGH 1 -T= ENTRANCE SIGN - • . CURB I - - 4,5' M NU 1 Ti 1. EXISTING STRIPE REMOVAL SHALL BE COMPLETED BY THE LINE Q PROPOSED y;; , , . , •. EXIST • 0WNERS CONTRACTOR. 8' — KENNY ROGER' r T. ` ' 0 " o OL CRETE 0 I rt VP y �SOE 44 RESTAURANT >k ! .�P I / 2. 2. RE- STRIPING SHALL BE DONE BY 0,0.0. T. SYLVAN MAfNT. 3,208 SF +0\9 Q ,, -" DEPT. RE- STRIPING COSTS SHALL BE PA I D BY THE OWNERS. 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