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Agenda Packet - 1992-08-17 • I � LAKE OS • Q EGO PLANNING DEPT. FILES t Development Review Board Agendas g 1992 • b.' • f • • M' e , V • • • • 01. l REVISED AGENDA CITY OF LAKE OSWEGO DEVELOPMENT REVIEW BOARD CITY COUNCIL CHAMBERS,CITY HALL,380 "A' AVENUE , Monday, August 17, 1992 7:30 P.M. S, I. CALL TO ORDER !!' II, ROLL CALL III. APPROVAL OF MINUTES June 1, 1992 July 9, 1992 IV. PETITIONS AND COMMUNICATIONS at Letter from Northwest Spring Manufacturing • V. PUBLIC HEARING DR 15-92, a request by Architects Barrentine Bates Lee for approval to construct a 14,350 square foot office building. The site is located west of Lana Drive, adjacent to Mercantile Village (Tax Lots 8200,9400, 9500, 9600 of Tax Map 2 1E 8BC). Staff coordinator is Jiamid Pishvaie,Development Review Planner. 7. . + VI. GENERAL PLANNING VII. OTHER BUSINESS—Findings, Conclusions and Order DR 12-92-967—Our Savior's Lutheran Church • ) , DR 13-92-971— Lake Grove Veterinary Clinic DR 14-92-970—Earle C. May V III. ADJOURNMENT The Lake Oswego Development Review Board welcomes your interest in these agenda items. Feel free to come and go as you please. DR131yicmb rs: ,Staff: Skip Stanaway,Chair Tom Coffee,Planning Director Norman J.Sievert,Vice-Chair Robert Galante,Senior Planner James A,Bloomer Ron Bunch,Senior Planner Xavier R.Faiconi l-lamid Pishvaie,Dev.Review Planner "i Robert H.Poster Catherine Clark,Associate Planner •. Ginger Remy Jane Heisler,Associate Planner Martha F,Stiven Barbara Smolak,Associate Planner Michael R.Wheeler,Associate Planner Cindy Phillips,Deputy City Attorney 0° Barbara Anderson, DRB Secretary Kathy Avery,PC Secretary a ; TEL : wl lt. Yir 9 11 'I.' 11 : 10 Nu .Hi7I' P .01 • I. .:. "%' ". i i i i 14 1, . 7 C‘), n I:7 E SIT MIANUFACTUMPIG 5858 S.W.WILLOW LANE/LAKE OSWEGO,OR 97035.5343 PI IONC;:(503)635 8151 /PAX: (503)GM1308 " August 11, 1992 t Jeff Condit, City Attorney City of Lake Oswego • Lake Oswego, Oregon • i 1wH7 ,Irf i , It is my understanding that the City Council on August 4th, passed a resolution to proceed with the formation of an LID for the improvement of Willow Lane and that the resolution directed you to notify Northwest Spring regarding the City Counci.L e s actions. Y My question is, will I receive notification from you, or ir;your Letter of July 31, 1992 considered that notification even though it was written prior to the City Council's August 4th resolution? Your letter of July 31st states in ', ex edited � part, even under an p process it is likely to take several months to 4. finalize the local improvement district and have it approved `h by the council" . Will the process be "expedited"? Will the City establish a target date to have the LTD finalized? Can ' you provide me with a contact progress of the formation of therLID?son so I can monitor the Thank you far your attention to the above • would like to thank you for your help to date questions,yc of this letter I would like to thank the membersand b of theoCit;y • " Council for their support and quick response by passing a pursue the formation of an LID to improve Willow Lane. t:, Sincerely, 04'*1 421? 1 trilwiF34; pleo 'Roy Montague, Pre dent Y copy: Lake news e CityC Lake Oswego Development ReviewMembers d Y • • %h• AGENDA CITY OF LAKE OSWEGO DEVELOPMENT REVIEW BOARD CITY COUNCIL CHAMBERS,CITY HALL,380 'A' A VENUE > '• Monday, August 17, 1992 • 7:30 P.M, • L 4 CALL TO ORDE • R ROLL CALL Agenda Aaok • t`. III III. APPROVAL OF MINUTES a s June 1, 1992 July 9, 1992 July 20, 1992 IV. PETITIONS AND COMMUNICATIONS • •�W V, PUBLIC HEARING • DR 15-92, a request by Architects Barrentine Bates Lee for approval to construct a 14,350 square foot office building. The site is located west of Lana Drive, adjacent to Mercantile Village (Tax Lots 8200,9400, 9500, 9600 of Tax Map 2 1E 8BC). Staff coordinator is Ilamid Pishvaie,Development Review Planner. tl` } f VI. GENERAL PLANNING VII, OTHER BUSINESS—Findings, Conclusions and Order DR 12-92-967—Our Savior's Lutheran Church VIII. ADJOURNMENT • • - - - 1 The Lake Oswego Development Review Board welcomes your interest in these agenda items, Feel free to come and go as you please. l)R rs: Staff: • Skip Stanaway,Chair Tom Coffee,Planning Director Norman J,Sievert,Vice—Chair Robert Galante,Senior Planner • James A.Bloomer Ron Bunch,Senior Planner Xavier R.Falconi Hamid Pishvaie,Dev,Review Planner Robert H.Foster Catherine Clark,Associate Planner •• Ginger Remy Jane Heisler,Associate Planner 40 Martha F,Stiven Barbara Smolak,Associate Planner Michael R,Wheeler,Associate Planner • • Cindy Phillips,Deputy City Attorney Barbara Anderson, DRB Secretary • Kathy Avery,PC Secretary • r uy' • STAFF REPORT CITY OF LAKE OSWEGO.•., PLANNING DIVISION APPLICANT: FILE NO.: Architects Barrentine. Bates. Lee AIA DR 15-92 r' PROPERTY OWNER: STAFF: Hallmark Inns &Resorts, Inc. Hamid Pishvaie LEGAL DESCRIPTION: ` DATE OF REPORT: Tax Lots 8200, 9400, 9500&9600 of August 7, 1992 Tax Map 2 1E 8 BC LOCATION: DATE OF HEARING' August 17, 1992 East of Lana Drive & north of Douglas Way NEIGHBORHOOD ASSOCIATION: - COMP, PLAN DESIGNATION: GC Waluga • ZONING DESIGNATION: GC I. APPLICANT'S REQUEST n • • The applicant is requesting approval to construct a 14,350 square foot office building. �'; II• APPLICABLE REGULATIONS. A. City of Lake Oswego Comprehensive Plan: Impact Management Policies General Policy II General Policy III Weak Foundatic7 Soils Policies General Policy II General Policy IV DR 15-92 Page 1 of 9 • • 1 ' Social Resources Policies General Policy IV ,\ General Policy V Commercial Land Use Policies General Policy I General Policy IV General Policy V Y West End Business District Policies 1V—A Transportation Land Use Policies General Policy I General Policy IV, Specific Policy 3d B. of lake Ocmsego ign Ordil;±n LOC 47.105(2) Commercial Sign Maximum Area per Site C. y of Lake Oswego Zoning nnnp; LOC 48.300-48.315 General Commercial Zone Description • D. City of Lake Oswego Development Code: LOC 49.090 Applicability of Development Standards LOC 49.300—49.335 Major Development Procedures LOC 49.615 Criteria for Approval • LOC 49.620 Conditional Approval E. City of Lake OswegoDevelopment a elopment Standards: 2.005—2.040 Building Design 5.005 —5.040 Street Lights 6.005—6.040 Transit System 7.005—7.040 Parking &Loading Standard ' 8.005—8.040 Park and Open Space 9.005—9.040 Landscaping, Screening and Buffering • 11.005 — 11.040 Drainage Standard for Major Development 13.005— 13.040 . ' :y .Foundation Soils r 14.005 — 14.040 Utility Standard 16.005 — 16,040 Hillside Protection and Erosion Control 18.005 — 18.040 Access Standard " 19.005— 19.040 20.005 —2019 040 Site Circulation—Private Streets/Driveways Site Circulation—Bikeways and Walkways t III, INDIIVGS lr•: ry. A. Existing Conditions: 1. The site is located on the east side of the intersection of Lona Drive and Collins Way near the Mercantile Village. The site is vacant and relatively flat, with heavy understory vegetation, 2. The site is 160' by 170' in size with Collins Way, which has been vacated, passing through the north half of the site, Exhibits 1 and 2, DR 15-92 y r Page 2 of 9 • 3. Access to the site is provided via Lana Drive. All public services necessary to serve the site are presently located in the vacated Collins Way right-of-way. B. proposal; , 0 The applicant is requesting approval to construct a 14,1,50 square feet, two story (synthetic plaster finished),office building. C. Compliance with Criteria for Approval., As per LOC 49.615,the Development Review Board must consider the following criteria when evaluating minor or major development. 1. The burden of proof,in all cases, is upon the applicant seeking approval. The applicant has submitted the information required by LOC 49.315 (1)-(12). . These documents are listed as exhibxds which accompany this report. nu' 4•, 2. For any application to be approved,it shall first be established that the proposal conforms to : ' a. The City's Comprehensive Plan,and, Applicable policy groups are listed on pages 1 and 2 of this report. The applicant's narratives (Exhibits 11 & 12) provide a thorough analysis of these policies. -Impact Management Policies: These policies require protection of natural resources from tit,velopment, comprehensive review of development proposals, and payment of an equitable share of the costs of public improvements. The policies require assurance that distinctive areas will be preserved, soils will be protected from erosion, trees will be protected "' from removal, streams will be preserved and that density will be limited to achieve these results. . { Exhibits 6 and 7 illustrate the proposed public improvements in the project. Compliance with the applicable Development Standards reviewed below will assure conformance to these Plan policies. Conditions of approval will be imposed when• necessary to assure compliance. -Weak Foundation Soils Policies: These policies are intended to protect development from damage caused by weak foundation soils. City resources compiled from U.S. Soil Conservation Service District mapping indicate that the majority of the site has a potential for weak foundation soils. The applicant has addressed these policies by su, Initting Exhibit b 13, a geotechnical investigation of the site. The report concludes that the proposed structure can be constructed on the site. The report contains several geotechnical design recommendations which need to be imposed as conditions of approval on this project and incorporated into the final building design. • -Social Resources Policies: r These policies require protection of features valuable to community identity and „. . 41) preservation of the natural and aesthetic qualities which are the pride of residents, , DR 15•-92 Page 3of9 . { , These policies also encourage citizen participation in the development review process. The applicants have held a meeting with representatives of the Walt'bn '' Neighborhood Association. The neighborhood views are presented in Exhibit 20. Other policies are implemented through application of specific development ' standards such as the Open Space and Park Standard. Compliance to the applicable „'' Development Standards reviewed belo•.v will assure conformance to this Plan policy, " -Commercial Land Use Polices: (West End Business District Policies IV-A) These polices require the commercial development to minimize impacts one residential areas from traffic,lights,visual appearance of parking and loading areas, { building bulk and height,noise and drainage. The applicant's Narrative a` g PP (Exhibits 11 % ; & 12) addresses these policies,except for building design and parking standards which are discussed In more detail later in this report. , " '. -Transportation Policies: • A, These policies require that streets be improved as planned when demand requires. The site plan(Exhibit 3), applicant's Narrative (Exhibit 11) and traffic report(Exhibit 14) adequately address these policies. The traffic related issues will be discussed in ':^ more detail under the Utility Standard later in this report, fi b. The applicable statutory and Code requirements and regulations including, City of Lake Oswego Sign Ordinance: LOC 47.105(2) - Multiple Tenant Commercial or Industrial Building Exhibit 5 illustrates the proposed complex identification sign on the south elevation. 0 ., . '.. LOC 47.105(2)(C) limits the sign to 32 square feet in size. The applicant has also indicated that each tenant would have an individual sign band on the building, LOC 47.105(2)(a). No graphics or color specifications have been provided by the �; • applicant at this time, To assure compliance with the provisions of this ordinance, the ' '. applicant will be required to apply for a sign permit application (a minor development) to the satisfaction of staff, , City of Lake Oswego Zoning Ordinance: , LOC 48.300-48.315 - Commercial Districts (General Commercial) •• 4 The proposed office use is a permitted use in the General Commercial zone, The site plan (Exhibit 3) illustrates adequate setbacks for the proposed building and parking area along the west property line, which abuts a medium density residential zone (R- 7.5), [LOC 48.310(1)(1)], As Exhibit 5 illustrates, the building height (27'-6") is within the maximum 29' allowed by LOC 48,310(1)(5). Finally, the proposed lot coverage (34.32%) is within the maximum 50% allowed by LOC 48,310(1)(3), The applicant has submitted a detailed traffic report (Exhibit 14) which addresses the requirements of LOC 48.315(10), The City Traffic Engineer has reviewed this report and generally agrees with its conclusions and recommendations. The study indicates that the proposed office building would have little impact on surrounding streets as a result of traffic. All intersections will continue to operate at levels of service "D" or „ • better. 0 i DR 15-92 Page4of9 i At the intersection of Douglas Way and Boones Ferry "D"during the PM pea k ak hour traffic. According ro 48.315(10)(Df service is implementation of a transportation management program (TMP) is required •�9 owners and employers whose development affect the intersection and cause of all r, operate at a level of service "C"or worse. The traffic report identifies several it to preliminary transportation modes that need to be implemented to satisfy ' requirements, The applicant the pP ant should be required to provide a final TMPprogramTMP compliance with LOC 48.315(10)(B)and the 1983 Buttke Traffic Report to thein Traffic Engineer for his review and approval, City : r ,.L .� LOC 49.300-49.335 - Major Development Procedures t This development review application is appropriatelybeing development, The applicant has submitted all the information requiredab a subsection 1-1;► of this section. The information provided can be reviewed in by subsection of this report. the exhibit section ` 5 y ' ,F 1 CJtV Qt .aP(le�vr.�0 rdinnacz Only one tree greater than 5" in diameter which will need to be removed constructs the required street improvements on Lana Drive,LOC S5.p8 n order to a 14"-16"cottonwood, is located within the existing public right-of-way.( �' This tree, illustrates, the applicant will provide new street trees (ArmstrongRed M As 9 this street. pie) along c. City of Lake Oswego Development Standards; The site does not contain any Historic Resources, Stream corridors, Floodplain; therefore, these standards are not apr�licable, Ttisn not or • . proposing any fences. applicantis The applicant has addressed the applicable criteria in Exhibits 3-19. This report o,,i address those standards which require additional discussion or where will the applicant's proposals are recommended, modifications to :« Building Design (2.005-2.040) r The applicant has provided narratives (Exhibits 11 & 12) and graphic ' y,. (Exhibits 3-5, and 21), including a color board, addressing the requirements of �� Building Design Standard, q s the Staff recommends that the proposed building does not comply with the of the Building Design Standard. The structure abuts Lana Drive,providing no ents landscape separation between the building and the sidewalk, In comparison no • other one and two story commercial buildings along Lana Drive, the proposed tod the building appears to loom over the street and sidewalk area. In addition,proposed when viewed from the east, west and south appears to be surrounded by the building asphalt. It will appear to turn its back to the street and by doing so not create complement concrete and :, complementary relationship on the east side of Lana Drive, a The east elevation (Exhibit 5) will create a single plane of structure and sidewalk unbroken except for the garage en to parking. along the street complementary to the street and pedestrian walk n entry h This ld elevation is not building. Staff . , ,- OR 15-92 Page 5 of 9 G �. a recommends that the building and/or site design be modified complementary to p mentary relationship with elements of the surrounding built and aural (landscaped)environment. On its own, the buildingne ° f�. ` on a larger site, or one with�more landscaping,twould bos are la designed and the structure southwest quadrant area. If approval is given, the applicant should illustrate addition to lthe " location and (}ipe of tenant signage in elevations and by providing "Desi n Guidelines"for future signage, g The building size, with associated parking requirements, will also make it very difficult to satisfactorily address the drainage standard(storm water quality ' requirement), This issue will be addressed in more detail later in thir recommends that the building design/size be modified to address the issues raised in this report. port. :.'. Street Lights—(5.005 5.040) There is an existing street light located on the west side of. Lana Drive at thewesterly • ' projection of the north curb of Collins Way, This light is concealed in the foliageof nearby cottonwood tree. An additional street light, at approximately 150' o of a existing light, will be required. As an alternative, the applicant can eplace an the existing nonstandard street light on the east side of Lana Drive with a standard light (both pole and fixture), taking advantage of existing underground wirin . The fin location, type and photometric data, including the illumination ratios, should be al submitted for review and approval of City Engineer. • Exhibit 8 illustrates the proposed lighting in the parkingarea, the parking lights be changed from 250 to 150 watt HPS in order to minimize recommends that " . .. . . potential impacts and glare on the adjacent residential uses to the west, 0 . ..-. mize ze • Transit—(6.005-6.040) Currently, there is no hard surface path which connects the site to the transit f , at Mercantile Drive, The west side of Lana Drive is projected to have a sidewalk from Douglas Way to the newly realigned Mercantile Drive. Exhibit 3 illustra k sidewalk along the site frontage; therefore, satisfying LODS 6.020(1)(a) & tes a 5' adjoining property to the north, owned by St. Vincent's Hospital, i riredbto The I. construct a sidewalk along their frontage on Lana Drive when the Hallmark Inns' property develops (conditions of approval for DR 7-88). Parking and Loading—(7.005-7.040) As Exhibits 3 and' illustrate, the applicant is providing more parkingthan standard requires (56 as compared to 48),LODS 7.020(7)(e)(ii), Providingthis excess parking restricts the applicant's ability to properly address the Building Design Standard (previously discussed) and the Drainage Standard, Staff'sg of the site plan, landscape plan (Exhibit 9) and utilityplan analysis " the proposed site design would restrict the applicant's bilitty(Exhibit 7)lindicates that storm water qualityrequirements. comply with the � 'q This issue will be discussed in more detail later in this report, Staff recommends that the proposed parking spaces along the southeast corner of the site be removed in order to provide adequate area to address the storm water quality issue,• storm • DR 15-92 .. a Page 6 of 9 • f Park and Open Space-(8.005-8.040) This standard is met by the Landscape Standard, below Landscaping,Screening and Buffering ® ° " Since the site contains no Distinctive Natural Areas (DNA), °moopublic acquisition land areas, requirement protection open space or q the 15% landscape of LODS 9,020(1) can 'i also satisfy the open space requirement of LODS 8.020(1) and(2). The applicant is proposing approximately 17.36% of the net buildabe land area site in landscaping .a :t'and has provided a landscape plan for Board's review, Exhibit 9. This plan shows " •, .', " "Armstrong"red maple as proposed street trees,in a 2 1/2' wide planter strip along Lana Drive. • A review of the proposed landscape plan indicates that the majority of the landscaping consists of narrow rtrips g ,trips along the property lines, especially a 5' and 6.5' strips along the north and south property lines,respectively. Staff finds that, given the scale of the proposed building, additional landscaping break down the scale and size of the building and to make it more compati be ble with the surrounding natural and built environment. Staff recommends that the landscape plan be finalized to show the following information: Additional landscape area - Number of plants to be planted, to allow for adequate field inspection. - An irrigation plan Drainage for Major Development-(11.005-11.040) The m drainad w qality s hn r 6, , , anti 16-19. Publicge drainagean ater facilitiesu areis ues availableavebee to the siteadd . A esseds showninExhibits on Exhibit ' 7, a 12" storm drain line, presently located in the south half of vacated Collins Way,will be relocated to the south of the proposed building in a new mility easement, Based on an analysis of the record, staff makes the following findings: Storm Water Detention:The information provided for the parking lot detention facilities (Exhibits 16-19) shows that it will be difficult to store the required detention volume in the parking lot. The facilities will also be hard to maintain due to the small orifices needed to release the storm water. In addition, with such a small parking area the periodic flooding of the lot may be a nuisance to those using the parking, To satisfy the storm water detention requirement, staff recommends oversizing a segment of the proposed 12" storm drain line running through the site and providing storm water detention in this line. surface Water O »li Facilitiee, -- --�- Y 'There is n conflict between the proposed vegetated • swales, the landscape plan and the 2 1/2' bumper overhang from parking area,Exhibits 3, 7 and 9, The grass-lined swales net.d to be constructed with gradual side slopes (no steeper than 3:1) and with enough width to provide sufficient contact for water flowing through the vegetation (grass), Staff recommends that the proposed grading and utility plans (Exhibits 6 & 7) do not provide enough width to construct ` the designed swale width along the south property line, y , Staff recommends that the building size be slightly reduced (with fewer parking spaces) in order to accommodate a wider swale and landscaping area. DR 15-92 ` .'° Page 7 of 9 . . .. .. .. _ Ark T 1- ' t+ti ♦ 'fa R 4 The applicant should be required to provide a revised maintenance plan/agreement ' • p greement for the • a �' proposed storm water quality and detention facilities to comply with the requirements outlined in the Surface Water Quality Facility Technical Guidance Handbook(Brown 8i Caldwell). • • The detention and storm water quality facilities are accessible for maintenance equipm form the parking area. Weak Foundation Soils—(13.005-13.040) The applicant has provided a detailed geotechnical report(Exhibit 13) which concludes , the site is suitable for the proposed development. Staff recommends that the all t recommendations listed in that report be followed by the applicant and be incorporated • into the building design and final construction plans. • Utiliti• es—(14.005-14.040) Based upon analysis of the utility plan (Exhibit 7) and applicant's narrative (Exhibit 11), staff makes the following findings: As Exhibit 7 illustrates, all public services necessary to serve the site are presently located in the vacated Collins Way right—of—way. Due to the location of the proposed building,relocation of the utilities is necessary. The sanitary sewer and water lines are shown to be rerouted along the south side of the proposed building. Once the utilities are s. relocated and new easements provided, the City will quitclaim the easements it retained on the vacated Collins Way right—of—way. Lana Drive was constructed as a half street by development on the east side of the street • and now functions onlyas a one—waystreet. The applicant must complete the west half of Lana Drive to match the improvements on the east side, with the associated drainage) ", ,-; . improvements, as needed, to drain the curbline and tie into the public system. The resulting street will be 24' in width, curb to curb. • ' w Once the street improvement abutting the property is completed, there will netnain a 10' wide asphalt one—way strip from the south property line to Douglas Way. This section is y currently posted "one—way" southbound. The minimum width for two—way streets is 20' and, considering the added traffic generation, the off—site section of Lana Drive will need "� to be widened to the minimum standards by adding 8'-10' of asphalt from the south '` • property line to Douglas Way. ., 1 In order to protect the adjoining residential area to the west, construction traffic should be prevented from using the residential street (Collins Way) as an access. All cable utilities are currently underground and there is a hydrant at the intersection of Lana Drive and Collins Way. ,Y Staff review of the utility plans only verified the capacity of public facilities and services to serve the development, The exact location and size of these services will be determined prior to approval of the final construction plans. Hillside Protection and Erosion Control—(16,005-16.040) K. No erosion control plan has been submitted by the applicant. A detailed erosion control a • plan should be submitted with the final construction plans. This plan must comply with the state mandated erosion control requirements outlined in the "Erosion Control ' Technical Guidance Handbook" adopted by the City. • li DR 15-92 Page 8 of 9 ~ t ' A 1 1 1 1 '. { Access—(18.005-18.040) , 1,;''',:: . :: ..., 0 As Exhibit 3 illustrates, access to the site will be provided through Lana Drive. Site Circulation—Private Street/Driveways—(19.005-19.040) ,,,,:... .,, . . . K , The applicant's site plan (Exhibit 3) and narrative standard. The Fire Marshal has revewed the site planhand found iadequately �to be acceptable.address his Site Circulation—Bikeways/Pathways—(20.005-20.040) . `• Exhibit 3 illustrates the proposed internal sidewalks in the development. These sidewalks will provide a pedestrian pathway connection from the residential area (to the west) to the commercial development(to the east). This standard is met. d. Any applicable future streets plan or ODPS , -', • There are no such plans which affect this site. :r IV. CONCL N USIO Based upon the materials submitted by the applicant, staff concludes that the proposal does not presently comply will all applicable criteria. The applicant's proposal does not adequately address the Building Design and Drainage for Major Development Standards, as discussed ( earlier in this report. V. RECOMMENDATION Staff recommends that the application be continued to a date certain so that the applicant 1 address all the issues outlined in this report. EXHIBITS ' 1. Tax Map/Vicinity Map •C 2, Survey Map 3, Site Plan/First Level Floor Plan " 4. Second Level Floor Plan 5, Building Elevations 6. Preliminary Grading Plan • 7. Preliminary Utility Plan „ 8. Preliminary Lighting Plan 9. Landscape Plan 10, Landscape Plan Description 11, Applicant's Narrative 12, Supplemental Applicant's Narrative, dated July 15, 1992 13. Geological Investigation, dated June 19, 1992 14, Traffic Impact Analysis, dated July, 1992 15. Photometric Data 16. Drainage Analysis, dated 30, 1992 1 • 17, Water Quality Analysis, dated July 17, 1992 , " 18. Supplemental Drainage analysis, dated July 21, 1992 19. Supplemental Drainage analysis, dated July 24, 1992 1 20. 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I II — •t • . •, 'N. i .-4 -r ._______ ,...:,.:....„,. , ,•...... . lob. ...............,.............. . ., .... . .. .. ri../ a .. .. ... 1 -2 I .„ , . .. , ,.....,_ (kio,i . . _____, t.%: '.-.:-. - . ., IL I ---- ' a i k...,..., ....�LW �4 I� Ii • . •�r . M I . 1.•.,ww:� I3,; — - _ - • � >me �k -----•— ' .. - r..r-.Gl» i •. ..: ,,I-H- 44 fl,. ..1_-_ --- "T- . oppr‘ •,„,6• „,.,,,,,, ... • scar. IttOZ,,,,I,......„..%LI " E j III A 1 - ,V l.wrl , a.wwou.. Yd 1Y.w0 \/ f / +1 I 1 I 2 s i �.4 1 . . !I + 11144.°� i i G , 1 1 1 / i ' 1 I11\ • `*: ., , ,. k 1 EXHIBIT G 1) 1��, )r II • A • yy . t • L,, , ^, t f[1-) p a 00141 ;pnt eCa t, ` " rgO r'; r ,", 7-16-92 0 ''.4. .: .:', JUL 7 19 Landscape Plan Description 10 92 Hallmark Inn Properties ,� planting • ' �: , The plan for the Hallmark Inn Property accomplishes planting standards set by the City of Lake Oswego for screening, street trees planting, and :� P operty surveyance. _,,,Approximately 17% of the site is landscaped. This exceeds the city requirement of 15% for this type of building. ,r, � Along Lana Drive, a planting strip will be located between the . .;•-, street and the sidewalk. Six Armstrong' Red Maples will be #'' ' planted. The trees, which are a common street tree in the r J metropolitan area, have a columnar form with red-orange fall color. Ground cover, bulbs and seasonal flowers will be ".1 planted in the planting strip. : , On the north side of the building, viburnum will be installed. Irish a shrub border of evergreen yew will be " border to provide variety and highlight the building in the These will be maintained at an eight foot height g form. On the south side of the property, viburnum shrubs, consistent .'.r with the plantings on the north side of the building, are ' installed to screen the properties. Honey locust parking trees ae planted in this adjacentt shade the parking areas. area to Within the parking area, three landscaped islands are t ' f to break up the scale of the building entry. parking, and define the building u i,, , I vitae are On the west side of the arbory property, a columnar hedge of arjorit eropertylanted to screen the development from the Bio-swales are provided in the planting areas on the south and west sides of the properties to filter parking lot pollutants prior to entry into the storm water system. These are planted • , ; in rye-grass. Ground cover is planted on side slopes within these planting areas where slopes are too steep to mow and maintain in grass. The slopes are necessary to create positive water movement through the grassed bio-swales to the catch basins. The 4` ground cover is only planted in areas where storm water will not flow because of L .! r ,. elevations of the catch basins , position and � ,•• : Flowering shrubs and seasonal flowers will be planted on the . r south side of the building to highlight the entry. J EXHIBI' ' . t • MyELOP1VIENT STANDARDS NARRATIVE 1 0 HALLMARK INNS&RESORTS HEADQUARTERS MERCANTILE VILLAGE AREA • LAKE OSWEGO, OREGON r 1. The following standards are not applicable to this development: ; a. Stream Corridors , : b. Flood Plain at : c. Wetlands d. Hillside Protection/Erosion Control e. Greenway • " f. Residential Density g. Residential Energy h. Historic Resource Preservationv. i. LID Formation/Segregation • ,� j. Drainage - Minor Development k. Fences 2. The following standards are applicable to this development and have been addressed as follows: a. Weak Foundation Soils: Refer to the attached Soils Investigation by Fujitani, Hilts & Associates i dated 19 June 1992. b. Park and Open Space: This Standard requires commercial development to provide 15%of the gross land area in open space ora land, The proposeddevelopment provides 17.36%open landscape space. 1 ;.. c. Landscaping, Street Trees, Screening) Buffering: The landscaping has been designed to compliment the existing surrounding and natural features of the site. The landscape area requirement will be satisfied to the same extent as the park and open space requirement above, d. Building Design: rt k ' The 14,350 S.F. two story building has been carefully designed to f ' integrate and compliment the appearance of adjacent buildings in the Mercantile Village area. The exterior of the building will have two colors of syntheticplaster "D ' "Yn ryvit type)• The building sets back 49' at the westerly residential property line and the two story building height is a minimal 28' high. The proposed development's impact on ..4�� the residential properties is additionally mitigated by landscape buffering/screening within the required 10' parking setback, • ' EXHIBIT . � 1 j1 1 mod . r t e. Parking and Loading: ` • ' The parking standard requires a minimum of 1 space per 300 square feet of gross floor area or 48 parking spaces (14,350 S.f. \300 = 47.83). ' The proposed development contains 56 parking spaces(27 standard,26 compact (46.4%), and 3 handicapped) designed in accordance with the 5 parking standard dimensions. • f. Access: 71 Access to the site from Lana Drive is proposed near the northerly and • southerly property lines. Refer to the attached David Evans & Associates traffic analysis dated 30 June 1992. g. Site Circulation, Driveways and Private Streets: Driveways and parkinglot aisles will meet al Y 1 the city requirements. The maximum parking lot grade at any point has been designed to be • 5%. h. Site Circulation - Bikeways and Walkways: A 5' wide concrete sidewalk is proposed adjacent to Lana Drive and '> will meet all City requirements. In addition, a concrete walkway has been located at the west property line to connect to the residential 's, portion of Collins Way at the request of the Neighborhood Association. i. Transit: Tri-Met transit services exist at Mercantile Village and hard-surfaced pedestrian paths connect this site to the transit facilities. , j. Street Lights: ;r Street lights exist on Lana Drive and parking lot lighting has bee designed to meet all city requirements and be compatible with parking '° " ' lot lighting throughout the Mercantile Village area. k. UUtllities - Sewer, Water, Gas, Storm Drain, Electrical, Telephone: utilities exist in vacated Collins Way. New connections to the proposed building and relocations for all utilities will be made in accordance with all city standards. 1. Drainage Major: A biofiltration storm system is provided on site and calculated to meet City drainage requirements. The parking lot and storm drain lines from roof drains will drain through biofiltration areas to catch basins s`.' k; in the landscape areas and then be connected to the relocated storm k ; drain line. in. Signs: A building identification sign is proposed to he located at the main o • Yb r, 4 1 entrance. On building tenant signage would be confined to the sign ' band area or at entrances and would meet all of the City requirements. `t• 3. LCDC Goals and Guidelines: This project meets all LCDC Goals and Guidelines, 4. Comprehensive Plan Policies: This project meets all comprehensive plan policies. Refer to the attached narrative. 3 A ' % t!• , l •'t R• . .. . . .. 4. Comprehensive Plan Policies: s General Policies 1 . The City will encourage development of commercial areas m .' to meet the community's consumer needs. -- The site is already located in commercially zoned land � (G.C. ) . • 2 . Plan for commercial centers as community focal points. -- The site is located in the West End Business District and adjacent to the Mercantile Village. site is both mutuallysupportiveg As such, and of both commercial and service activities, plus it is convenient to the public. -- The site plan and executive office building use is in keeping with the general character of the community. 3 . Plan for the development of commercial distri+t�ts scaled in size to the area served. -- The site is located in the West End Business District. t -- The site is already zoned General Commercial . -- The building will meet all applicable desirable gross leasable square foot, building coverage or floor area ratio. -- No zone change is required. • ~ ` 4• Encourage 5 private investment in planned commercial centers. -- The site is located in the West End Business District. -- No private incentives are required due to all new • development. 5 . Assure minimum commercial intrusion on residential areas. -- The project's location, adjacent to the Mercantile Village area and in close proximity to both Kruse Way and Lower Boones Ferry Road, will minimize through traffic on �, • . neighborhood streets . -- The site is a collector or arterial street and not residential (part of the site is a vacated portion of a former neighborhood street) , -- A traffic impact study is being prepared to determine I ' street/intersection impacts , -- The building design, site and landscape plans minimize the project's impact on the adjacent residential area. Great consideration has been given to the visual appearance of parking and loading areas . The building' s nIt, ' small size and two story elevation is compatible with „ both the height and scale of surrounding commercial and N • residential development. ," C The development is a low-intensity executive office r ` building, j 1• y� q • s" • j s M1; , s t I, West End business District TV-A West End Business District apply Tto this request. 0 r.'.,, % he cs eveloped for the policies are discussed below. Applicable policies Policy 1. Limit commercial land. - No new commercially zoned property is being created. The property is already zoned commercial. 2 • Pedestrian, bike and auto traffic. y' ..? "' ' -- Pedestrian, bike and auto traffic can connect via i , sealks or public streets to the adjacent Mercantile' Villagedevelopment or to others District businesses , West End Business 3• Not applicable. 4 Not applicable. , •' � ` 5 • Size and scope of project. -- The size, scope and scale of this development is ;. fully compatible with both the district's height and adjacent uses . the b• The height and setback standards are fully compatible with West End Business District standards. ' f. There are no significant trees on the site. g. The landscape plan will blend into the adjacent , Mercantile Village landscape area, hi The landscape P plan, plus the building setback, creates a buffer zone from the adjacent residential w area. �� D g .. ''''''''. :::' 6• Protection of residential neighborhoods. F a. The landscaping g plan creates a buffer zone with the t, adjacent residential neighborhood, b. The landscape plan and planting will protect the adjacent residental material area from headlight late. g g The executive office building is primarily a day-use facility which will minimize s noise problems . 7. Not applicable. 8. Development of, adequate access and parking. a/b. There will be adequate on-site g the development, es parking as part of parking on adjacent streetshould be no on-street T. • 2 r+ , o , Y A ,ter 't ti4 9 • Protection of Boones Ferry Road as arterial street. i; r , ', • -- The site is not adjacent to, or abutting, Lower Boones r Ferry Road. V i 1 10• Protection of Kruse Way as arterial street, -- Access to Kruse Way will be from Mercantile Drive. • Section IV-D Policies - The policies developed for the southwest quadrant of the Kruse Way/Lower Boones Ferry intersection apply to this request. Applicable policies are discussed below. Policy ` 1 „ Commercial land use between Lake Grove School and Collins k Way. ,l -- The site straddles the previously vacated portion of Collins Way. 2 . Traffic capacity on Kruse Way and Boones Ferry. -- A traffic impact study is being Evans & Associates . This will help prepared by David �R both Kruse Way and Boones Ferry. preserve capadity of 3 „ Proper access points. -- This project will improve the existing street system ' standards .through the widening of Lana Drive to cit Y/county street 4 • Limit direct access to Kruse Way and Boones ferry.-- There is no direct access to either Kruse Way or Boones Ferry from the site. 5 „ Not applicable. • 6. Connection with residential area. -- In our landscaping residents of Collin Wa , plan,here will at both a request of and bicycle pedestrian Y path connecting the site and the adjacent neighborhood„ • ' '1 • Not applicable. Iv 4 8 . Not applicable. \4 9 . Quality of life. -- Quality of life in the adjacent residential neighborhood will not be compromised because of the quality of the overall site design and integrated landscape plan. , 10 . Not applicable. , . . . e . .. . . , ,, 3 •y r '4 r, fit,l �. Y 4t Y • . ,. ' i .. •Y, .. c •4 1 ,. 11 . Not applicable. • 12 . Site planning. -- Great consideration and study has been given to the < ° •. site plan (approximately 23 different site studies were received) , to ensure that the development' s access circulation, parking, landscaping, design and drainage are properly related to both the adjacent residential area and adjacent commercial developments . 13 . General design objectives. - This development will be a small (+14,500 square foot) Executive Office Building, which the owner will occupy as it' s corporate headquarters . a. The size and scale of the building is in keeping with other development in Lake, Grove and adjacent development in the Mercantile Village. b. The building is primarily oriented toward the adjacent Mercantile Village greenbelt area. " ., c. The parking lot is separated into small clusters of parking through use of landscape islands . d. Residents of the adjacent Collins Way residential area will have both pedestrian and bicycle access across the site to the adjacent Mercantile Village area. e. Loading and service areas will be separated from pedestrian areas . ;. f. Not applicable, • 010 y`a r r Y,y d1 1 1F .. ,r t R iY1 ' . . 0 PROPOSED DEVELOPMENT SCHEDULE HALLMARK INNS & RESORTS HEADQUARTERS OFFICE BUILDING, MERCANTILE VILLAGE AREA, LAKE OSWEGO, OREGON fr PROPOSED SCHEDULE s; 2 Jul 1992: Submit for Design Review Board Hearing :1. S ''. 17 Aug 1992: Working Drawings for Bidding and Negotiation r 'J Design Review Board Public Hearing 8 Sep 1992: Bidding and Negotiation/Building Permit Submittal and Review , a ' s ; -; •..., 0 15 Sep 1992: Construction Start/End of Appeal Process Construction Administration 15 Mar. 1993: Construction Completion (Dependent upon weather) :r Y1 _ • V'n t. .a • i P ' 'ilk ib lr 11 v • '' rrK/ tee IK I ti �" city of lilt 0�,^p )r—~ 15 Jul 1992 (PlanlniOmLi ing a 1y ' [Jl1L`1 1 I I 5 1e9a Mr, Hamid Pishvaie • City of Lake Oswego ' " Planning Department , Post Office Box 369 , Lake Oswego, Oregon 97034 Subject: DR15-92 (Hallmark Inns & Resorts) J x Dear Hamid: As requested in your 10 July 1992 letter to our office, the following expands upon the "Building 0 „ Design Standard, LODS 2.020(1)-(5):" ' ' "1. Buildings shall be designed and located to compliment and preserve existing buildings, i . streets and paths, bridges and other elements of the built environment." RESPONSE: There are no existing buildings on this site, the existing streets serving the site will be utilized (Lana Drive will be upgraded to meet City Standards) and the building has been carefully designed to integrate and complement the appearance of .; ' ; •:' viacent buildings in the Mercantile Village area. "a. Design buildings to be complementary in appearance to adjacent structures of good design with regard to i. Materials ii. Setbacks (for retail/commercial part specifically) i Roof lines iv. Height V. Overall Proportion? 44 EXHIBIT ‘ ' I 17 Y., 2.______:___fi • ARCHITECTURE PLANNING INTERIOR bESIGN 200 NORTH STATE STREET LAKE O5WEoo,OREGoN g7oa4 6.16J176 a 1 x • RESPONSE: The exterior of the building will have two colors of synthetic plaster ("Dryvit" type) to blend with the adjacent buildings in the area. The building sets back 49' at the •''‘:,.• ':',,.•:" 0westerly residential property line in response to the zoning code site development v, limitations. The roof height is a minimal 28' high (12' below code maximum of ' 40') and flat to minimize the visual impact of the building. Overall building ',,• K° ,'t • proportions have been broken down into 3' high vertical increments to add scale *`• ' and definition to the exterior.1. 44 •• 4 •; .' "b. Where existing buildings are to remain on site, new development shall be designed to: i. Integrate the remaining buildings into the overall design, or ii. Provide separate landscapir4., remodeling or other treatment which • establishes a distinct charact : .id function for the remaining buildings. Where a residential building is to remain,a lot meeting the zone requirements must 1 be provided." ' RESPONSE: Not applicable standard. There are no existing buildings on the site. } ` "c. Design bus shelters, drinking fountains, benches, mail boxes, etc., to be complementary in appearance to buildings." ' RESPONSE: Not applicable standard, There are no bus shelters,exterior drinking fountains or , exterior mail boxes planned for this facility. "d. Design those elements listed below to be complementary in appearance to those ` buildings or structures upon which they are located. ^ Windows Mailboxes Doors Mechanical Equipment • i Downspouts Vents a., • Utility Connections and Meters Stairs Chimneys Decks and Railings Lights Weather vanes, aerials, • Signs and other appendages attached - Awnings to the roof or projecting . Foundations above the roofline." . ��., it .'yl . a i , I • • , } • • RESPONSE; The following elements are not applicable as they are not incorporated into the :- ., exterior building design: Downspouts, chimneys, awnings, mailboxes and weathervanes, aerials and other appendages attached to the roof or projecting above the roofline. Those elements that are exposed to view (such as windows, • • doors, lights, signs, decks and railings) have been coordinated and designed to complement each other. Those elements not exposed to view (such as utility ' connections and meters,foundations,mechanical equipment,vents and stairs)have f been carefully integrated and screened. •, "e. Design awnings, signs, and lights at a specific height to define the first floor or retail cornice height." • )RESPONSE: There are no building awnings. Signs have been limited to a sign band at the first floor height. On building lights are recessed in soffits under the first or second • floor overhangs. y ,` `' "'f. Use trees and other natural elements to help define building proportion relationships and to provide scale to the structure as a whole."• ry. RESPONSE: Trees and landscape materials have been clustered at the main building entrance ' , and spaced around the structure at column locations or at 5indow bays to provide • scale and reinforce proportional building relationships. "g. Limit the variety of styles of building elements." RESPONSE: The building has been designed with a minimal palette of materials in a clean, A ' '' contemporary style that will blend well with adjacent contemporary structures. •4" ' N "h. Screen mechanical equipment from view, or place in locations where they will generally not be visible." f ;1 RESPONSE: The rooftop mechanical equipment will be located behind screen walls centered over the building core and not visible to view from adjacent properties. "i. Every attempt shall be made to design and locate buildings to provide access to desirable views, while not blocking the views of others unnecessarily (density A`, reduction not required)." RESPONSE; The site is virtually flat with open views only to the north across a rolling grassy landscaped area of Mercantile Village (which may be able to be developed in the future). The building as located on the site will not "block the views of others • unnecessarily." N1 Fa 3 0 ,` �H. , 1 _ " ' "2. Buildings shall be designed and located to complement and preserve existing natural landforms, trees, shrubs and other natural vegetation." r '" RESPONSE.; Not applicable standard. The site contains no existing landforms, trees, shrubs or other natural vegetation worth preserving. New landscape materials and the ' building mass will greatly improve the existing site appearance. ' "a. Consider landforms and trees as design elements which must relate to building elevations to determine scale and proportion." RESPONSE: The north elevation includes an exterior deck area for tenants to enjoy the views to the north. Tree and landscape materials have been clustered at the main : .'. building entrance and spaced around the structure at column locations or at window bays tv provide scale and enhance proportions. "b. Design foundations to match the scale of the building being supported, Berming, r.`' • resiting, or sheathing the foundation structure with wall siding are examples of ,x methods which accomplish this purpose." ✓� :.., RESPONSE: The site is virtually flat° The spread foundation system will be minimally exposed, and finished to match the building exterior material at grade. "c° Use decks, railings, and stairs to relate a building to the contours of the lands." RESPONSE: Not applicable standard. However, the second floor contains a deck on the north elevation which will allow tenants to enjoy the views to the north. "3. Buildings shall be designed to minimize the personal security risks of users and to minimize the opportunities for vandalism and theft. Building hardware that discourages forced entry and provides approved egress capability shall be used." • RESPONSE: Building entrances are clearly marked, minimally recessed for weather protection, `; "°.' secured,lighted and alarmed. Hardware will meet all code requirements including Y'. handicapped accessibility. "4. Building shall be designed and constructed to reduce noise impacts on interior occupied spaces and adjacent property." RESPONSE; The building is designed as a suburban corporate headquarters building and will be constructed of high quality materials, insulated to meet energy codes and . attenuated to reduce noise internally. There are no noise generating elements which would impact adjacent properties. . . r , 41) I :• e A f. f "a• Use solid barriers such as fences, berms, natural landforms and structures sound levels. The effectiveness of the barrier increases as barrier height increases 0 ', •• and as it is moved closer to either the source or the receiver." i • ,i RESPONSES Not applicable standard. There are no noise generating elements which would require solid barriers. However, the westerly provide a natural visual barrier to the residential properties. will be landscaped to ' "b. Minimize the window surface on sides facing adverse sound sources, whore •possible." Sl'ON E' Not applicable standard. There are no "adverse noun • . site. d sources" surrounding the "c• Heat pumps, or similar mechanical equipment shall be located so that operating noise does riot affect use of living areas such as bedrooms, outdoor decks, or patio w, areas and adjacent property." RE 1' EI Mechanical equipment will be rooftop area and screened to minimize any noise impact on adjacent properties. ver the drng core "5. Buildings shall be designed and constructed with roof angles, overhangs, flashin r gutters that direct water away from the structure." g gs, and • ( ' S RES.M +• The roof will be sloped to drain to internal concealed roof and overflow • '.' that will pipe the water to the storm drain system. drains • If you have any questions on the above, please contact me. k • Sincerely, Gig ."/ i AI Lang Bates, AIA, Partner cc: Bill Allred (Hallmark Inns & Resorts) BBL Project File • • • y it • ,S ''' ''''' ,•:* '''''' ...,',.::..,,.'..',..:.'.;,,,:::' • ., r ' a .t . fro s. ` • +'.. S''• •C'.. M1 l F-2498-01 r, L. FUIITAIVI HILTS 8d A SSOCIATLS, INC. / s e GEO7ECFIN!CAL CONSULTANTS 0r° , June 19, 1992 , A. a.f .1.11 tt} 1 ' Hallmark Inns : Resorts, Inc. 1, ' r'',. Attn: Mr, William J. Allred, CHA P.O. Box 13550 Portland, Oregon 97213 ' GEOTECHNICAL INVESTIGATION HALLMARK INNS & RESORTS, INC. . HEADQUARTERS OFFICE aoi LAKE OSWEGO, OREGON Dear Bill: A ,t , This report presents the results of our geotechnical investigation for the referenced project. , \ : The purposes of this investigation were to evaluate general subsurface conditions at selected locations at the site and to assist with the design as it relates to foundations, pavements and earthwork. Our work was performed in accordance with our proposal dated June 4, 1992, and accepted by you on June 5, 1992, This report was prepared for your use in the design of the subject facility and should be y ' made available to potential contractors and/or the Contractor for information on factual data only, i.e., field boring logs and samples. This report should not be used for contractual , purposes as a warranty of interpreted subsurface conditions such as those indicated by the formal boring logs and/or discussion of subsurface conditions contained herein. - SITE AND PROJECT' DESCRIPTIONS The proposed site is located at the intersection of Collins Way with Lana Drive near the Mercantile Village Shopping Center in Lake Oswego. The site is about 160 feet by 170 feet in area with Collins Way, which has been vacated, passing through the north half of the site, i The site is heavily vegetated and slopes down about 5 feet from the northwest to southeast. ` 4 ,4 I_ XMI ; , 2255 S W (:anvon Rd •• Portland. t)IR 97201 •• ,503/222 I tt 147 • FAX 503/221 O 1 1t1 d r i ;t t F-2498.01 r �' a Hallmark Inns & Resorts, Inc. June 19, 1992 Page 2 <i We understand that the proposed development will consist of a two level building having approximately 14,500 square feet of total area located on the northeast part of the site. The lower level has approximately 4,859 square feet of space with covered parking on the north . • s;de, and the second level has 9,500 square feet of ;space. Additional parking will be • t I provided on the west and south sides of the building. l FIELD EXPLORATIONS AND LABORATORY TESTING Field Explorations - The field exploratory program consisted of five borings at the locations shown on the Site Plan, Figure 1. The borings were, located on the site to provide reasonable area coverage within the building footprint. l.,ocations of the borings as shown '' ,• on Figure 1. are approximate land were determined using a cloth tape from nearby points of reference. Elevations shown ( n the boring logs are also approximate and were determined by interpolatic 1 from the topographic information shown on the Site Plan, The borings, designated B-1 through B-5, were drilled on June 11, 1992, by Greg VanDeHey " Soil Sampling of Forest Grove, Oregon, using an 8-inch 0.D, hollow stem flight auger drill a rig. A Fujitani Hilts & Associates, Inc., geologist was present during the exploratory drilling to collect samples and log the borings. The borings were drilled to depths varying from 9.0 to 26,5 feet with a total drilled footage of 85.0 feet. Samples were obtained at 2,5 W 5-foot depth intervals mostly using a standard 2-inch O.D, split-spoon sampler. Standard penetration testing (SPT)was performed in conjunction with the disturbed split-spoon sampling in accordance with AS'TM D 1586 to measure in-situ '� \' relative density and consistency, A few thin-walled Shelby tube samples were attempted instead of split-spoon samples zit selected depths to obtain p � ' P relatively undisturbed samples. All samples were sealed to retain moisture and returned to our laboratory for additional examination and testing. Summary boring logs are presented in Figures 2 through 6, Soil descriptions and interfaces on the logs are interpretive, and actual changes may be gradual. The left-hand portion of the boring logs gives our interpretation of the soils encountered during the field exploration ,t program, The right-hand, graphic portion of the boring logs, shows sample locations, the results of the SPT blow counts, and sample water contents, • , • • • } , 1 Y , ,1• :f F t 4 lr ... • • • i F-2498-0i Hallmark Inns & Resorts, Inc. ' '. June 19, 1992 � Page 3 • 1 Laboratory Tests - All samples were visually examined in our laboratory to refine the field , • classifications, and water contents were determined for representative samples. NO other tests were considered necessary for this project. ., SUBSURFACE INTERPRETATION The analyses, conclusions, and recommendations contained in this report are based on site conditions as they presently exist and assume the exploratory test pits are representative of ° the subsurface conditions throughout the site. If, during construction, subsurface conditions ) t'.', ,t; different from those encountered in the exploratory test pits are observed or appeare to b . ,' ' present beneath excavations, we should be advised at once so that we may review these conditions and reconsider our recommendations where necessary, , Geologic mapping' indicates that the site is underlain by the fine-grained facies of Pleistocene catastrophic flood deposits. These deposits consist of coarse sand to silt resulting from catastrophic floods caused by repeated failure of the glacial ice dam that impounded glacial Lake Missoula. Topographic highs northwest and west of the site are +. mapped as being underlain by the Boring Lava basalt, The basalt underlies Mt, Sylvania I `'" located further to the north. At the site, the borings indicate that, except for the paved area along the vacated Collins Way, the site is covered with about 6 inches of topsoil. Roots from trees on the site penetrate below the topsoil. Underlying the topsoil, the site is underlain by a surficial deposit of loose to medium dense sandy silt to silty fine sand which is 5 to 9 feet thick, 1 n Underlying the sandy silt to silty sand is a relatively dense deposit of angular gravel. At the 4 deepest boring, B-1, and in B-4, the gravel was found to be about 13 feet and 11 feet thick, respectively. At borings B-2, B-3, and B-5, the borings terminated in gravel, with refusal ;• being encountered at a depth of 9 feet in B-5, This refusal may have occurred on a large :. boulder or may represent Boring Lava bedrock. In B-2 and B-3, a sandy silt to silty sand layer was sandwiched between gravel layers, r 'l 'Beeson, M.PII; Tolan, T,L., and Madin, T.P., Geologic map of the Lake Oswego quadrangle, Clackamas, Multnomah, and Washington Counties, Oregon, 1989, Oregon Dept. of Geology and Mineral Industries, Geological Map Series, GMS-59. *. :`. „ u Y r 1 Hallmark Inns & Resorts, Inc. 1'-2498-01 ` } June 19, 1992 Page 4 ' S depths Groundwater was measured at ,•. ranging from about 8.5 feet (B-I) to 14 feet (B-3), • No groundwater was measured in B-4 and B-5, NI DE carly oP F nn ND�#T_Ma r dn i {.'. ce_ner�l ite re� ration - The subgrade preparation should include the stripping and ` removal of all surficial organic soil (sod, topsoil, duff), trees,/roots, unsuitable fill, if an and nd demolition debris from the building and pavement areas as determined by } representative of the Owner. After stripping, the site sh�uId be graded reasonably level, and 5 the building and pavement areas should be proof-rolled wt,,'- a loaded dumptruck or vehicle in the presence of a qualified representative of the Client. Anyoft or disturbed areas that are detected by the proof-rolling should be. removed and backfilllleduwith y Y. 1 engineered fill. The actual amount of material to be excavated mayneedh in the field, and we recommend that the specifications include a unit cost bid determined any ` s over excavation. for any t Exca__ nation - Since a basement is not planned for this project, excavationsµ will be limited to • footings and utility trenches. In our opinion, these excavations can be accomplished with'' P +conventional excavating equipment, but excavation into the gravel may require special excavation techniques and handling methods for deeper excavations. The Excavating Subcontractor should also be made aware that large cobbles and boulder which may require off-site hauling. It may also be necessary to removes could be present a significant portion r ti .° of the over-sized fraction of excavated material designated to be used for en ineere " order to promote evenly distributed compaction energy and provide a means g t d gillo test the lifts is for compaction. Because of safety considerations and the nature of temporary excavations, should be made responsible for maintaining safe temporary cut slopes ad'su suppoe rts utility trenches, etc. We recommend that the Contractor incorporate PP for �µ fety codes during construction including the latest OR-OSHA revised excavation rules adoent pted April 9, 1990 and effective September 1, 1990, Unsupported excavation slopes and shoring r , . should be based on Soil 'Type E" for the sandy silt to silty sand and "Type C" for the y. "' •' gravel as defined in Appendix A to Subdivision P of OAR 437. C• %; 1! e,. \ ! r r " 4 1 7 �1 F-2498-01 ,,• Hallmark Inns & Resorts, Inc. •June 19, 1992 a Page 5 Structural Fill - If fills are required to raise site grades, any soil, including the on-site tcii] '' '` that is free of organic or other deleterious matter will be suitable except as noted elsewhere {` in this report, provided it is placed during dry warm weather and it is moisture conditioned, if necessary, (to raise or lower the water content) before it is placed to achieve optimal moisture content for compaction. If grading work is accomplished during the wet time of the year, then a clean (not more than 5 percent passing the No. 200 sieve, based on a wet sieve analysis) granular, reasonably well graded soil is recommended. On-site soils, in our : opinion, are not suitable for fill during wet weather. f' Fills should be placed in thin lifts and compacted to a dry density of at least 98 percent of the standard Proctor maximum dry density (ASTM D 698) within building areas and within a 2-foot depth of any pavement section. All fills outside of these limits could be compacted Q h J to 93 percent of the maximum dry density. The thickness of the lifts will need to be t determined in the field, but generally for self propelled compactors, the lifts should not exceed about 9 to 12 inches as measured in a loose condition. For small hand compactors, the lifts may need to be reduced to about 4 inches loose measure, '' Slopes - All permanent cut and fill slopes should be groomed to 1 vertical on 2 horizontal ' or flatter. Flatter slopes may be necessary for ground cover and maintenance operations, a '' Quality Control - Site preparation and the placement and compaction of all structural fill should be monitored by an individual experienced in earthwork and construction methods. ... We recommend that we provide this service. Foundation Design .r fir.. Foundations - Based on the field exploration program and our understanding of the project, it is our opinion that the proposed structure can be satisfactorily supported by spread footings located below any fill on the sandy silt to silty sand, on the underlying gravel or on compacted granular structural fill, For footings founded on the sandy silt to silty sand layer, we recommend an allowable bearing pressure of 2,500 pounds per square foot (psf), and for the gravel or compacted granular structural fill, we recommend a bearing pressure of 3,500 psf, The granular structural fill must bear on gravel or be at least as thick as the footing .' width or 2 feet, whichever is greater, i J 4 • F-2498-01 Hallmark Inns & Resorts, Inc. { 4 June 19, 1992 • Page 6 When sizing footings for seismic considerations, the allowable bearing pressure may be 1; increased by one-third. Based on our review of the 1988 Uniform Building Code as amended in 1990, the building site is in Zone 2B. The Site Coefficient should be assumed ` I: to be Si. Continuous wall footings should have a minimum width of 18 inches, and column footings 1 I R should have a minimum width of 24 inches. All perimeter footings should be founded at least 24 inches below the lowest adjacent grade which should be taken as the finished floor elevation or exterior grade, whichever is lower. Interior footings may be founded at a depth of 18 inches below finished floor elevation. Settlement - The recommended allowable bearing pressure is based on a maximum total 2 settlement of 1 inch or less for footings. Differential settlement will be in the order of 50 percent to 75 percent of the maximum. Our settlement estimate assumes that no ; disturbance to the foundation soils would be permitted during excavation and construction. , `; ' » r. Foundation Preparation - Each footing excavation should be evaluated by a qualified Geotechnical Engineer to confirm suitable bearing conditions and to determine that all loose materials, organics, unsuitable fill and softened subgrade, if present, have been r • ft -; - i. removed. If miscellaneous fill or unsuitable soil are encountered at footing locations, we • recommend that the fill or unsuitable soil be removed. In order to keep footings at conventional grade, the excavated fill beneath footings may be replaced with compacted structural fill to grade. To minimize the potential for disturbance during excavation for the footings, it is recommended that excavations be made with a smooth bucket (no teeth) L 3 backhoe, that the final 3 to 4 inches be excavated by hand or that the exposed subgrade be compacted to a dry density of at least 98 percent of the standard Proctor maximum dry density (ASTM 'D 698) within the upper 8 inches. Floor Slab - All floor slabs on grade, should be founded on a minimum 6-inch layer of free• draining well-graded sand and gravel or crushed rock with a maximum particle size of 1-1/2 �`. inches and containing not more that 2 percent passing the No. 200 sieve (based on a wet sieve analysis) compacted to a dry density of at least 98 percent of the standard Proctor maximum dry density (ASTM D 698). A moisture vapor barrier is also recommended Y ( ' beneath the slab in finished, heated areas, t 4 ' A' 1 R' , . • i F-2498.01 r ' •,4 Hallmark Inns & Resorts, Inc. "` June 19, 1992 Page 7 • ^ ,' lotaining Walls - At the present time we do not see the need to provide recommendations for lateral earth pressures for retaining structures. If this is not the case, please contact us, x and we will provide this information. }1r pavements Pavement Sections - For traffic limited to automobiles and light trucks, a pavement section that consists of 2 inches of asphalt over 6 inches of compacted aggregate base is } recommended. Where traffic will be concentrated, such as entrance and exit points and , ' • main drive lanes, the base thickness should be increased to 8 inches, Where garbage trucks may travel in the parking areas, the asphalt should be thickened to 3 inches. • Pavement Material4 - We recommend that Class C asphaltic concrete be used for the parking lot pavement areas. Asphaltic concrete should conform to Section 00745 of the Standard Specifications for Highway Construction (Oregon State Highway Division-1991). ,' The aggregate base material should consist of a clean, well-graded crushed rock or gravel y . conforming to Section 00642 of the Oregon State Highway Division Standard Specifications except that not more than 5 percent shall pass the No. 200 sieve (wet sieve), The base material should be graded from 1-1/2"-0 except for the top 2 inches which should be a 4`, levelling course graded from 3/4"-0, The CBR (California Bearing Ratio) value of the base material should not be less than 50, and preferably greater, and have a sand equivalent not less than 30. The base material should be compacted to a dry density of at least 98 percent of the standard Proctor maximum dry density (ASTM D 698). ` �•` . Concrete Slab - We also recommend that a concrete slab be provided for bin trash • containers. Concrete slabs and aprons should be designed assuming a modulus of subgrade ' reaction, k, of 100 pounds per square inch per inch for the native surficial subgrade typical to this site. We also recommend that a 6-inch layer of compacted aggregate base be placed beneath the concrete slabs. LIMITATIONS We recommend that close quality control be exercised during the preparation and `� 4;, construction of building foundations. In addition, we recommend that the subgrade 'r r .. ... ..... .. -.. .. ... .. .. a . ., ,. ,. .. .. . . . .,` tt j r 1 F-2498.01 Hallmark Inns & Resorts, Inc. f ;` June 19, 1992 Page 8 preparation and the footing excavations be inspected by a geotechnical engineer. If there . is a substantial lapse of time between the submission of this report and the start of work at • the site, if conditions have changed due to natural causes of construction operations at or adjacent to the site, or if the basic project scheme is significantly modified from that assumed, it is recommended that this report be reviewed to determine the applicability of the conclusions and recommer t :ins considering the changed conditions and time lapse. Unanticipated soil condition ;. commonly encountered and 'cannot be fully determined by merely taking soil sarnF , or excavating test pits, particularly sites containing fills of unknown origin. Such unexpected conditions frequently require that additional expenditures be made to attain a properly constructed project. Therefore, some contingency fund is recommended to accommodate such potential extra cost. Sincerely, { • t. 7 FUJITANI HILTS & ASSOCIATES, INC. • t` Frank Fujitani, P,E, / 5382 'r' • e President t c ORECO{'I i". . G Attachments: Figures 1 - 6 (y 9 �,`� ,��,, r,. • Fe4)/INA F110\' cc: Architects Barrentine Bates Lee r .. F2A980IAJU'r tl H • Y •'t t V ! r • •t r • .. • 4 1 ,{ -ir 1 3 r� r r. 't? I i\ A 5 a. r - ter,. . __.......,. • -jam. ) I 217 4 1/•f1 L2105 , t15.9 . ': { 2170 -�- �82,50' o.z I "'" I o 1.21/2 �--,_ o a ��� f NORTH ;' 1 tl f U / '....' �,' sN N 09'45'00` w11 2\Y V u __ •}216.7 I.216 2 }215.7 2,50 a CO 1.11 - BURIED 1'NA711RAL (°216 0 Z CO r '''' OIM 213 5 1 TELEPHONE PEDESTAL .. „., CAS UNE FNMA COMPANY t'. 215.0 MN 213.1 IC 210.a5 " 1194 21S I y ..., MAPS, NOT FIELD LOCATE() 41 tl 212 1 .-,yv IE 209 6 b � h � � ,c as c p 213, 0 Ay�� v�.�/_a GA A,�\'� _gyp' l� �I _OA' _ ��\'�y�h"aA5 I (�0213.1C21" OAS`'q�• r RIM 216 3 q(VACATED ORD, NO, 1900) 0'1 61 OIA)M41,O 0 ` W \SS- 1.shy e><Oh' 90-53959 A 1�A� E 114 220 6.3" \ 4.3 p213.8 \ `I.213.5 14G COLLINS WAY a SS `,.4 IA 1 5TOfTM �I,lr' �A6(3 0 I 1 �`ht� If 4D 00 4A,1� �o—A-O 151c IS.O v A'00... 5100*1R114.2153 i �13/ GIAIN- 21J.6 is itL 2u t a FE1—"Th UL+1LfL+cE -sTonu u�1t IL tlUi 711 I PCE CONCRETE bA(IIIIEft " RIM 213,3 a ! VAULT W/MEfAL T.V. OOX ( u IC 9I 210.0' ' ` O II.IEPIIOIIC PE0ES1A1' I CVER 0.4 Q 8 1\1 IE OUT 200.95 �/ 5 � o}211.1 N 4 ti e " 1'1A511C INRICA110N. r+ +213,0 r F-1-1 ry� 0 }P• v +213.t k CDNiliOl 00x n •I.214 7 A .t: -2157 6' OIAIEIEII " EDGE ASPHALT— I �, SPIIINXIEIi VALV> 1 ROAD ► 0 L LEGEND +214.1 0•1 IS BORING NUMBER ANC!LOCATION.x ^ +215.6 +214.3 `I.213,3 Slf 0/0 1 c0 +213.5 o .}212,7 xl• { 1' In{ 1215 9 80 ct N I'2t2.D 3 0 20 40 Net 212,1 a t ..-"," 1 i1 SCALE;: 1`IA 20' .1 1'211.5 it `t I. 1215 4 .. �x K }IALLMAIIK INNS H1dAbOUAIiTERS OFFICE .. • : ‘i 1 LAKE OSWEOO,OREOON wl I.2122 M2f25 t`1 1 Y r1 rr T. � SITE PLAN J 1` t,A !1 /r1, r3ir r/1 11 no'45'DrI` W WO DI r JUNE' 1002 F•211Ja 01 'UMW MIA C A 1,IMC, h IIA',(AIAI'1'I) 1 dt h111441 0..1011011 no Alll.r I n111', ,A, II,11' 11 .,r ♦ 1 r v H SOIL DESCRIPTION W xW STANDARD PENETRATION RESISTANCE a o �. o. a� aw (I40 LB, WEIGHT, JO" ) + ' SURFACE ELEYATIDN.'214' oz E. �� oz a A BLOWS PER FOOT ROP PAVEMENT$ECTI©N, 3'AG aver 5°-6" 7 0. C` T gravelly sand base. 1 D ) SANDY SILT/SILTY SAND, loose to medium 'C dense, gray, trace of mica. ; : 1 • . . . • • '+.• ... GRAVEL very dense to dense, gray to dark G,5 co ..._,, ' gray mottled, angular, cobbles Up to 4'. . . . . . " ' • 1 , . . . . . . ' 1 GRAVEL, medium dense, gray, sandy, clayey, 14.5 15 . . :..« .« :«.. :_.. angular, slightly micaceous. ; . �. i 19.5 I CLAYEY SILT, stiff to very stiff, gray, slightly rn Y0 a-. •...r__.««»«.•_. . micaceous. 6 . . . . , ® 1 . . . . . . . : . : i a '• > • 26.5 y .-L t n Bottom of Boring, Completed 6-11-92, . ♦ , , , . . , , . . \'• • 30 «...♦_._ r �r ,a I— �r NOTES: I. SOIL DESCRIPTIONS ANO INTERFACES ARE INTERPRETIVE AND ACTUAL D a WATER CONTENT IN PERCENT 1t CHANCES MAY DE GRADUAL ( ; �, 7, WATER LEVEL IS FOR DATE SHOWN AND WAY VARY WITH TIME Cl' YEAR ~~ LEGEND HAL UMAHlC INNS HEADQUARTERS OFFICE; ' LAKE OSWEGO, OREGON I 0" 0 0 SPlli SPOON SAMPLE IMPERVIOUS SEAL rj T=I 3 0" 0 0 f 11INr!ALL SAMPLE WATER LEVEL LOG OF BORING NO. B- 1 * SAMPLE NOT RECOVERED PIEtOMEIER TIPs++ P SAMPLER PUSHED AtTERDERC LIMITS JUNE 1992 T=•249$-01 .: (ISC UNIFIED SOIL F {r» Qu0 MIt ART HILTS i IlSSOCtATk5,1HC y. CLASSIFICATION �_�- NLIATURiALLI WATER CONTENT FUJIT Ccwtechntuel Coruultantr F�G, PLASTIC LIMIT Portland, Oregon .Y Cr.�C •r t♦R. `� i k is ' / '.vl (,j� , .: J P. y. , J k. j• } 74 �.- xt + H SO i l DESCRIPTION x— W W xCC =w STANDARD PENETRATION RESISTANCE wW 0. �� �W (140 L9, WEIGHT, 00" GROP) SURFACE ELEVAT ION..,216' c:s= .a LA./en0 A ®laws PER FOOT' 6"Topsoil 0 0 SANDY SILT, loose to medium dense, gray to : brown, mottled, trace of mica. co I �' : • I — 7.0 • \. • , . . • 1 :`, QFRAVEL, medium dense to dense, brown, rh II • • •p • • + . . „• .. ' • angular. . . • A. CO 10.0 I 0 SANDY SILT/SILTY SAND, medium dense, 'V a t. iL ................................ light brown, trace of mica. co ' ' ' 1 (,;RAVEL, very ra dark r ,� �. —' 13.5 w dens a, gray ; COI 16.5 Bottom of Boring, Completed 6-11-92. . ! r 1: 7 (0 NOTES; 0 1. SOIL DESCRIPTIONS AND INTERFACES ARE INTERPRETIVE AND ACTUAL e WATER CONTENT IN PERCENT CHANGES MAY DE GRAOUAL. i 2. WATER LEVEL IS FOR DATE SHOWN AND WAY VARY WITH TIME OF YEAR HALLMARK INNS I-FADOUARI'tS OFFICE ••.+ • LEGEND LAKE OSWEGO, OREGON I 2.0" 0 0 SPLI1 SPOON SAMPLE Ti IMPERVIOUS SEAL LI 3 0" 0 0 THIN•WALL SAMPLE .SL. WATER LEVEL LOG Or BORING NO. i . * SAMPLE Not RECOVERED if PIEtOMETER tIP DUNE 1992 R,2dg1 i v ., P SAMPLER PUSHED AtTERDERO LIMITS £i�0 w . • ' UNlrlEtl SOIL t-- --i'- IICUIO LfMll rUJTTAM1 HILTS ; ASSOCIATES,INC USC CLASS►FICAT ION \ NATURAL WATER CONTENT CcotecMical Consultirnte rIG 3 PLASTIC LIMIT Ponta:Id, Oregotl I "' 1—STANDARD PENETRATION RESISTANCE SOIL DESCRIPTION rw �W �W Tao L0, R , Ch o.u. or— p ,y T EICNT, 7Q" DROP) SURFACE ELEVATION ^y217' C5= om a 01'0 S PER Foot 6'Topsoil 00 . . . SANDY SILT, loose to medium dense, gray to r brown, mottled, trace of mica. : , , : ; ' 5 ... ... ...... ....... ... ... ..:.....,.....'......!..,................!...,........ 4 OS I •9 . • . . . . . . . . k r 8.8 vs=CV �%GRAVEL, dark gray, angular. 1 y•{ • SAND, i C.5 mediumI '..:..:...:.:,• ' dense, dark brown, fine to `r ., medium grained. y , a I ' GRAVEL, medium dense, dark gray, angular. — 14.0 I I u?' 16.5Bottom of Boring, Completed 6-11-92. • • �* I 30 ..._..._tl- ..•.. t f 35 I. _,_.�...�.._ k NOTES: 0 _ 40 ' I SOIL DESCRIPTIONS ANO INTERFACES ARE INTERPRETIVE ANO ACTUAL a WATER CONTENT IN PERCENT . CHANGES WAY BE GRADUAL i. PATER LEVEL IS FOR DATE SHOWN AND MAT VARY WITH TIME Of YEAR LEGEND WALLA/LARK t\NS FIE NDOUAR ERS OFFICE LAKE OSWEGO, OREGON I 2 0" 0 D SPLIT SPOON SAMPLE IMPERVIOUS SEAT w •� ' 03 0" 0 0 THIH•RAII SAMPLE I RATER LEVEL LOG OF BORING NO. E3- * SAMPLE HOf RECOVERED PIr/OMEtER iIP P SAMPLER PUSHED AiTERUERG LIMITS JUNE 1852 l=•2498.01 +' USf; UNIFIED SOIL LIQUID Lilo! FUJTYAIIi lays t ASSOCIATES,INC CLASSIrlCATION �-- NATURAL RATER CONTENT Ccotechnieal ConsUltiinti FIG, r PLASTIC LIMIT Portland, Orvaort • • r . I • 6 .J6 SD I L OESCR I PT I ON „, zw STANDARD pEHETRATIOH RESISTANCE xW W a ;> WI,.. o$-- a,'� (140 La. WEIGHT, 30" DRo u' ;4URFACE ELEVATION N21�b' c,c �-� Oz A OLOIS E'ER FOOT r� _ y a fi"Topsoil 0 0 SANDY SILT, medium dense, brown and gray I , „� mottled, trace of mica. z ,; ct RAVEL, very dense, locally medium dense, c 5 ; '..............." " ' " brown, angular, ''�' o ":" g , cobbles and possible boulders. ch T . . t*: : : ;� ; . , v�i _ 43 . : . : : : : : : : , : f ijil CLAYEY SILT, -- - - - - •-e� I5 _i . . . _ w. .:. ? S T, stiff, gray, Trace of mica. 15'S I ' ! Bottom of Boring, Completed 16.5 1 1 6-11-92. i 1 • 20 --..___.. .._..."»_...._....._...._."_........ '•\\o ' v • . O 1 ."• ',. Y5 ...:..-..............--.. .._ _ f' ' j j . . . . . . . . . 1 . . . . • : . . ' :: '' I. NOTES: 40 is I. SOIL DESCRIPTIONS AND INTERFACES ARE INTERPRETIVE AND ACTUAL 0 e WATER CONTENT IN PERCENT , CHANGES WAY AC GRADUAL 2. EATER LEVEL IS FOR DATE SHOWN AND MAY VARY WITH TIME OF YEAR LEGEND HALLMARK hNS lADCX tAF1TERS OFFICE LAKE OSWEGO, OI1EGON ti 4• I 2 0" 0 0 SPLIT SPOON SAMPLE =3 IMPERVIOUS SEAL 0 3 0" 0 0 tHIN•EALI SAMPLE WATER LEVEL LOG OF BORING : t, x ." f SAMPLE NOT RECOVERED NO. .-" PIE20MEIER TIP p SAMPLER PUSHEO At1ERnERL LIMITS DUNE 1992 F•2498 o1 l t : r UNIFIED SOIL lIgU10 11Mll USC '` FUJITAWI HILTS L AS.tTCTATCV,IHC, / " CLASSIrICAIION 4 —NATURAL EATER GDNTEHI Geotethnital Consultants ��. J �/ PLASTIC LIMIT Portland, Oregon I • t+ , < '- y N e "5. • j "h • H SO IL OESCR I PT i ON mow « xw STANOAItO PEHfTRAT ION RESISTANCE w�A. a. o�- cu� cT4D La, CIDNT, ao•' oROPT r t SURFACE ELEVATION 213' �' "'� A GLOWS PER Foot 6"Topsoil 0 — H O O t . . 1 SANDY SILT, dense, brawn, trace of ; mica. z • ChIQ: i • GRAVEL, dense, gray, angular, CI 5'7 v� cc ® i . . . Refusal ; I ; ��` Bottom of Boring, Completed 6-11-92. o I of • : ,;( . ,• • 20 .,. ry=, y .• 25 (, • { •h•. ' 4 30 -. . I . , • �. . . . r . 1 i - ,' d NOTES; (0 —i I SOIL DESCRIPTIONS AND INTERFACES ARE INTERPRETIVE ANO ACTUAL O a WATER CONTENT IN PERCENT t• CHANGES WAY DE GRADUAL, 2 WATER LEVEL IS FOR GATE SHOWN AND MAY VARY WITH TIME or YEAR MARK INNS ME,gpCIIARTERS HALL .�� �+• LEGEND '�: LAKE OSWEGO, OREGON I 2 0" 0 0 SPLIT SPOON SAMPLE Tr IMPERVIouS SrAL '`y II 3 0" 0 0 THIN•wALL SAMPLE V WATER LEVEL LOG OF BORING NO E3-5 4` • SAMPLE NOT RECOVERED PICIOMCIER TIP "� P SAMPLER PUSHED ATTERUERG LIMITS JUNE, 1992 E-2498.01 • UNIFIED SOIL LIOUID L'M,I >! U$C CLASSIFICATION NAIU�IAL rA,ER CDNTEHI fUJIYANI HILTS 1, CoruultdtttblNC PLASTIC UNIT Port lord, Oregon FIG. 6 . I (' m, t P ,�' • Sr •' • ( �` P 1 ` S 1 A • '' A • } -t Y,f, k d W1 r+....•4tir Y"`�y Traffic Impact Analysis 4 Y r{Q ) . •1 /' ..,73,--;') ...§1 /Tl, 1 i UIU'IU1 Hallmark Inns & Resorts Inc. r esor , ' Headquarters Office• i • • 7 Lake Oswego, Oregon ' � (\t R J. 'Ve* 1992 es� . July, d..e � �,1�^�./ .. . . 4, OREi:, � """ .. . ,r , . . 4.41,. .. . 44., . :. . ... - . -411. � . i, iF .•J • DAVID EVANS AND ASSOCIATES INC. , . a • s• .i • . dXNlBIT r,, )� µ.. Y PR 15—`I z 1 , ` d r: r x n- :r r `J y + s t i i.i r CONTENTS •• y Page ve 4.4... { INTRODUCTION 1 F`r 1 SUMMARYr PROPOSED 1EADQUARTERS OFFICE 2 i SITE VICINITY 2 Mercantile Village . . . F ,. • 2 Kruse Way Corridor 4 • , h) , .• • ..,,,..... . TRAFFIC IMPACT 5 v Background Traffic 5 • Site-Generated Traffic 7 Intersection Level of Service and Capacity 11 Signalized Intersections 14 Unsignalized Intersections 15 :` ;; Impact on the Kruse Way Corridor 17 t: Effect of Proposed Development on More Distant Intersections 18 Traffic Safety 18 . TRANSPORTATION MANAGEMENT PROGRAM 19 CONCLUSIONS AND RECOMMENDATIONS 20 r'' APPENDICES 21 • Appendix A: Trip Generation Calculations A-1• Appendix B: Level Of Service Definitions B-1 '_ Appendix C: Signalized Intersection Capacity Calculations C-1 4` • Appendix D: Unsignalized Intersection Capacity Calculations D-1 • • •,1 y, Mr ..r .. J , . • . 410 . . I)1\Il)1'.\.\",ti v`I t \.,\,c d II i ‘, t I`, I,\t,r,I11` .. 'il" . r ', II• Ir ., at Ill\II1'` • �.r. • 11 KI^ • r • ; LIST OF TABLES.• . t 1. Estimated Site-Generated Traffic 9 2. Estimated Levels of Service 14 B-1. Signalized Intersection Level-of-Service Definitions B-2 B-2. Unsignalized Intersection Level-of-Service Definitions B-3 • l B-3. All-Way Stop Level-of-Service Criteria { • FM a ' • • t t i i 1 " t • • • x • • • • • y�r e r ( • 4.4 , t. l , iii 1't 1. tf , . LIST OF FIGURES 1 1 1. Site Vicinity 3 .•1., 2. 1992 PM Peak Hour Traffic Volumes 2 ," , , , 6 r 3. 2010 PM Peak Hour Background Traffic 8 • 4. PM Peak Hour Site Traffic 10 ' 5 1993 PM Peak Hour Traffic with Site Developed 12 6. 2010 PM Peak Hour Traffic with Site Developed , 13 Yn S xr i Al 1 • f A _11' r t • 1 h II ra,,..,.1 1`Y ' t 1)\1 I(t .\n\''„1•\'`Y 1 \ °,t I, I 1 i 1,ti !\t olio , • , ` I • 0: M� 1 .* . r`. • . . a... " r.. cam. d' l INTRODUCTION This traffic impact analysis is being submitted to the City of Lake Oswego on behalf of Hallmark Inns & Resorts, Inc. for an application to develop a proposed headquarters office, ti This report's objective is to evaluate the proposed project under the criteria established in ' the Lake Oswego Code pertaining to the Kruse Way Corridor. •N • As requested by City staff, this assessment documents the amount of traffic that would be • generated by the proposed Hallmark Inns and Resorts, Inc. headquarters office, and the IY ••� impact that this traffic would have on the roadways surrounding the proposed site, Tins �� JU analysis was performed for both current (1992 and 1993) and year 2010 conditions. • SUMMARY In summary, the proposed 14,500 square-foot office building would have very little impact on the surrounding street system or the Kruse Way Corridor. Site traffic would contribute r' less than one percent to the number of vehicles entering nearby intersections, and less than two percent to the nearest links on the principal roadways adjacent to the site. Site-generated • • traffic would probably have no effect or the intersection of Quarry Road and Douglas Way. The proposed development would not change the level of service of Boones Ferry Road and Douglas Way, Boones Ferry Road and Mercantile Drive, or Kruse Way and Mercantile j Drive/Daniel Way. The signalized intersections on Boones Ferry Road and on Kruse Way near the site would continue to operate at level-of-service A and B, respectively. No intersection would operate at conditions worse than level-of-service D. However, the intersection of Kruse Way and Mercantile Drive/Daniel Way would exceed the access • '{ s volumes shown on Figure A-5 of Traffic Circulation and a Transportation Management are Prog'am, Kruse Way Corridor prepared by Carl Buttke, Inc. in 1983. • • • 1).1\II NSAM).\. ri .i,Ul.ti.iti( I\cn\I I H., .r 16 I 1r iR' ICI�, .r KS I A\I IN( AI'I Ake 11111.1.1;t 5L11\7Is1 • • ai • PROPOSED I1EADQUARTERS OFFICE r The proposed development would be a two-story, 14,500 square-foot office building with 60 • A • � y • pa g spaces. It is anticipated that Hallmark Inns & Resorts, Inc. would use . half of this on building for their headquarters and the remainingoffice space would be used by ' P two other companies. ..z"::'‘.. :.. .i. SITE VICINITY The proposed site is located within Mercantile Village, which is part of the larger Kruse Way 1. None of .� Corridor in Lake Oswego. The major roads in the vicinity are shown in Figure :==� �.�lJUU `. the roads near the site have exclusive bicycle lanes. • w , a 'M1 MERCANTILE VILLAGE The proposed office building would be located adjacent to Lana Avenue opposite r PPo Collinsolhns Way in Mercantile Village. Access to the site would be provided via Collins Way, which provides a connection between Lower Boons Ferry Road and Lana Avenue. Collins Wa is a 19-foot local road permitting traffic to travel from a T-intersection with Boonesy Ferry Road to a T-intersection with Lana Avenue. Unlike the other roadways of the site vicinity, Collins Way is one-way (westbound).ou nd), Collins Way resumes west of the site, and ends in another T-intersection with Quarry Road. The office building would have no access to • z Collins Way west of Mercantile Village. There would be two accesses onto Lana Avenue •• jY ` between Collins Way and Douglas Way, .• Lana Avenue connects Mercantile Drive to the north with Douglas Way to the south, North of Coiiins Way, Lana Avenue is a two-lane, 24-foot local street with a sidewalk on both sides. South of Collins Way, Lana Avenue is one-way southbound and only unproved on • the eastern side. Mercantile Drive is a two-lane, 25-foot local street with a sidewalk on both ,f F r sides, The s peed limit for traffic on Mercantile Drive is 25 mph. Douglas Way, a local road south of the site, has 18 feet of pavement with no pavement markings or sidewalks, Lake Grove Elementary School is on Boones Ferry Road south of Douglas Way, which results in a reduced speed limit to 20 mph when children are present. . , • • Y. +•: •. A 0 ° d` r yy yrf`•{; 9 1 W ,,.,G5 ha. .� ` • , • { { J .• 4 pJ ', i r f l • r ' i7 • ti •• 4 t' ' ; 3 . .. 7 • ' i} . I� 1 � •1,' 11 �I • N,T.S. R O O (i Y. ..S `. DAVID EVANS AND ASSOCIATES, INC. Y p,�• . SW MELF:OSE : , to , ...., :, : \ .w. .. , . 70 MEADOW I" ilE'''W BoNITi4 0 . • sty p� IJ ff SITE G /9 . • <O- Y r FIGURE E 1 SITE vIcI1`ll 'Y R 1 • $ ,i 4 , O + • / i • " + 4• • There are no developments that have received approval within Mercantile Village; other than the existing developments. For this reason, vehicular traffic volumes in 1993 (when the • proposed office building would be completed) are expected to be similar to those measured R y in June of 1992. KRUSE WAY CORRIDOR The proposed site lies within the Kruse Way Corridor, which is bounded by I-5 on the west, Boones Ferry Road on the east, Bonita and Quarry Roads on the south, and Melrose Street and Carman Drive on the north. Since 1983, development in this corridor has been governed by a traffic management program developed by Carl H. Buttke, Inc.' The purpose of these requirements, according to Lake Oswego Code 48.315 (10) A, is to ensure that vehicular traffic flory operates at Level of Service D conditions or better during the PM peak hour on . Kruse Way and the adjacent street system. This can be accomplished by limiting the traffic generation of each development within the corridor. .r ` Adjacent to Mercantile Village there are three - g principal roadways in the Kruse Way Corridor ., • Boones Ferry Road, Kruse Way, and Quarry Road. Boones Ferry Road is an arterial with t a speed limit of 40 mph. Near the site it has four to five 12-foot lanes and a discontinuous sidewalk. Kruse Way is a 40-mph arterial with five 12-foot lanes, a 7-foot landscaped 'Median and sidewalks on both sides, Quarry Road is a collector with two 12-foot lanes and no sidewalks. Public transportation to the site is provided by 'Tri-Met bus route 38 on Kruse Way with a bus stop east of Mercantile Drive, • N I „n The specific intersections analyzed in this report were identified by the City of Lake Oswego Traffic Engineer in a meeting on June 15, 1992 as being potentially impacted by the • • 1Carl H. Buttke, Inc., Traffic Circulation and a Transportation Management Program, Kruse Way Corridor (Clackamas County, Oregon: Carl H. Buttke, Inc., January 1, 1983). '' + • � 1 �. M .r �. i �ra 1. 1 i• � 4 5 development. These intersections include the three principal roadways listed above (lioones • Ferry Roam Kruse Way, and Quarry Road), and represent either likely ingress and egress • • points for traffic to the proposed development or locations of special interest to the City. • These intersections are listed below: t • Boones Ferry Road and Douglas Way • Boones Ferry Road and Mercantile Drive Kruse Way and Mercantile Drive/Daniel Way Quarry Road and Douglas Way - �IJUU TRAFFIC IMPACT M f, BACKGROUND TRAFFIC Vehicular traffic volumes were measured at the four intersections listed above on June 18, a • • 1992 between 4:00 and 6:00 FM. The peak hour of vehicular traffic for these four d • • intersections was found to be 4:45 to 5:45 PM. Traffic volumes in 1993, when the proposed office building would be completed, are expected to be similar. These volumes are shown • r in Figure 2. A fit Analyses were prepared for the year 2010 conditions, Vehicular traffic volumes were 'estimated using existing counts and' forecasted traffic volumes established in the Lake Oswego Transportation Study prepared by Clackamas County in April, 1992. First, a year 2010 alternative was chosen. The year 2010 No-Build Alternative is expected to operate over capacity and at level-of-service E or worse. It is unlikely that this alternative will be chosen, and it would not produce a useful comparison of operations with and without the proposed site. Of the two build alternatives, Alternative 1-B (No Waluga/Firwood ga/Firwoad connection to Kruse Way) was chosen for analysis since it would result in the largest traffic • volumes on the principal roadways near the proposed development. • Q1 •/ Y "/t 9 , I 5 f l r 1 ti ` v 1`x SM f t .a , t t 6 r4 ' .} I 1 'p N I rG, w J'7 1 1 ti:. O ($g=p(:i:ji:: ' DAVID EVANS AND ASSOCIATES, INC. /! 7 (1/..'.....:5 riii.,442'..\\\ --di bk...10 115-14 .r 25 • � fr ,t, S. —I VrvI ', w i o GALEWOOD .�A( 4 Wliipr 449 A, , W. j e. • .y- NAR11' Wl' •., . • ..'.. ^ siTE I'10 • - :__7 ir i , . N„.1,...,I ...t..:!,, •.:.:/,..,.. '..'% 1- / y b m� 0 INS l(J:'•••:..,+.'. I/ /'''''Ft1 (11/44s 19 ---------1- t'e 00 N..d5 :rr 5 Z :// In�, rfl o 0 izi !" 20 '� 'iNt ) • l=dSLEY UA; "' cr 1` , K Cz RID pE@D I `) FICUi E 2 :: Ar ._ 1992 PM PE4K HOUR TRAFFIC VOLUMES 4•..:.... .,...,...: Y�. i, I. 1 I , . Y. i F • t. S I • • • I S h 7 ti sY The annual average daily traffic volumes for these roadways in year 2010 Alternative 1-B t • were divided by the corresponding existing traffic volumes. This revealed that between 1992 , and 2010 there would be an 8% increase vehicular traffic volume on Boones Ferry Road, a 2 20% increase on Kruse Way, and a drop in volume on Quarry Road. The turning movement • volumes for the intersections of Boones Ferry Road at Douglas Way and at Mercantile Drive were increased by 8% to estimate year 2010 turning movement volumes. Similarly, each of L the turning movement volumes at the intersection of Kruse Way and Mercantile Drive/Daniel • Way were increased by 20%, Note that this reflects an increase in the Mercantile Village m „ Traffic as well. This may be a reasonable assumption since the undeveloped land south and west of Galewood Street and Mercantile Drive is likely to be developed by 2010. Even • though the 2010 Alternative 1B volumes at the intersection of Quarry Road and Douglas ' Way decreased from 1992 conditions, the turning movement volumes were kept the same • as 1992 volumes in order to produce a conservative estimate. The resulting 2010 background PM peak hour volumes are shown in Figure 3. , • In addition to the site-generated traffic, traffic that would be generated by another • development proposed in the Kruse Way Corridor was , , ed to the background traffic ill d: order to produce the 1993 total traffic conditions. These vehicular traffic volumes mes are considered conservative since the 2010 background traffic includes an estimate of traffic from development on the proposed site (i.e., site generated traffic was counted twice). • :F SITE-GENERATED 7.'',JaFIC The amount of vehicular traffic which would be generated by the site was estimated using the monographs and rates found in the Institute of Transportation Engineers' Trip Generation '" f • report (5th Edition). The trip generation calculations are contained in Appendix A. .,C e is d ♦F • • k.. n 1 .-1 • e.i R , Ark‘ • r. N.T.S. Q O ;0 e aI ' ,,� DAVID EVANS AND ASSOCIATES, INC. IR Ail 1380-• 1045 , 14011 or- • ''tits°' • his4. —I °f�o) Qa U GA.LEop 42 4�VTILE p"- mai -1'1 60 °� SITE 185-r'1 t (TIT INS - ,n p 1 `45 44 ~m �.r' 5 IK • t �nu� doUc�LAS q CO WI 1 • �v �5 . 1 CV m ......................... RIDGE RID FIGURE 3 2010 PM PEAK 1-10UR Prrlij BACKGROUND Tr 4FFIC • W4 c 9 Of the two relevant land use categories for this J ro'ect General Office and project,� Corporate Headquarters, the former category was selected as it best describes the t r, g ry Proposed development. In particular, Corporate Headquarters building (Land Use 714) was not r appropriate as the proposed office building would have more than one tenant. Using the rates for General Office, it is estimated that this development would generate 325 vehicle �� ,trips on daily basis, and 45 vehicle trips during the PM peak hour. These trips are U summarized in Table 1 below. TABLE 1 ESTIMATED SITE-GEJ/CRATED TRAFFIC Number of Vehicle-Trips • Average Weekday Two-Way Volume 325 PM Peak Hour Enter 10 PM Peak Hour Exit „ 35 PM Peak Hour Total 45 The directional distribution for r•�-hicular traffic generated by the proposed office building 0 was determined through a select zone assignment procedure performed by the Metropolitan • Services District's EMME/2 computer model, The geographic area zone 188,which contains the site and whose centroid is near the intersection of Boones Ferry Road and Kruse Way, was used for this assignment. It was estimated that 35% of the traffic in this zone would i travel to and from the northwest of the zone along Kruse Way, 32% would travel to and , from the southwest along Boones Ferry Road, 28% would travel to and from the northeast along Boones Ferry Road, and 5% would travel to and from directly west of the site along Bonita Road. • The site-generated traffic was assigned to the local street system as shown in Figure 4. In order to illustrate the small volumes of vehicular traffic using the roadways in Mercantile Village, the number of vehicle-trips was rounded up to 15 entering and 40 exiting during the PM peak hour. on the basis of predicted travel speeds and travel times, Boones Ferry Road and Kruse Way were 0. , ,, r • ` ✓ h� 1, 1'o Y i ..i i! t • i i.‹. v 10 jjiLilt‘ ., ,. .. . ,, Y5 , 0 §..)g) , .. . .., .. • . . , . . . DAVID EVANS AND ASSOCIATES, �yl: S, INC. `� ' <2- O Q 11.1 U GAL.EWOOp i t IL15 q NdR Y WY 0 �,� 0 N71 E 5 SiT Jo."' • INs W'i 12: 2 ir ., ,.. . • L+ DOUGL As.. illy. 4 y1 1 /5 t.t,q 5 OR ASLa'y to- lti RILEG // prop, 4j • ..' MURK 4 PM PEAK HOUR SITE TRAFFIC a • 1 _„e, a 11 found to be the most probable routes to the site. The majority of motorists would likely enter and exit Mercantile Village at the signalized intersections of Boones Ferry Road at '` Mercantile Drive and Kruse Way at Mercantile Drive/Daniel Way. It is unlikely that site- generated traffic traveling to or from the south would use Quarry Road, since travel on the • parallel route, Boones Ferry Road, is faster due to the speed limn.and absence of stop signs. In other words, the intersection of Quarry Road and Douglas Way is not expected to be affected by the proposed site. About five percent of the site-generated traffic would travel • to and from the site via Galewood Street-Quarry Road-Carman Drive, Vehicular traffic t' traveling southbound on Boones Ferry Road would use Douglas Way, since Collins Way is •`,� k aLoi a one-way westbound street. Vehicular traffic traveling from the south on Boones Ferry • Road would probably use Douglas Way or Collins Way. The year 1993 and year 2010 total traffic volumes are shown in Figures 5 and 6, respectively. Note that in all cases the site traffic represents less than one percent of the vehicular traffic entering the intersection. • INTERSECTION LEVEL OF SERVICE AND CAPACITY Intersection operations are expressed as level of service or a grading scale of A through F, with A describing free-flow travel conditions and F describing extreme congestion (see Appendix B for more detailed level-of-service definitions). Level-of-service D is generally 'considered an acceptable condition in urban areas. ,'1 The four intersections that were reviewed in this report were analyzed under 1993 and 2010 conditions with and without the proposed development. The results of these analyses are !. shown in Table 2 and indicate that the addition of the proposed development would have " little effect the operation of nearby intersections. Moreovt;r, the proposed development would not 'worsen the level of service of intersection operation at any inters,;ction, and the greatest change in traffic flow would be a two percent increase in the volume-to-capacity ratio at the intersection of Kruse Way and Mercantile Drive. These results are explained in more detail in the sections that follow. 6 o 1 , Ili} . N.T,S. 0 ICI—. g:Do a DAVID EVANS AND ASSOCIAT1,t;, INC • . . KFe m fsb 0 �5� 20_I ` b1..,to .,ti 1150--.- •--810 120-...44 e."'25 P z CI � U GALEWOOU 111 4 1 'YT( P Z.' 65-'�� 1 SITE44 ly,.1... 1'10•.x `m� • INS (Ur ,. O0 -45 DOuGLAS �- 0 I ui 0 V • /Ail 0 1. `�� t _ . ASLE.Y - ,co . A RII G RID • FIGURE s 19g3 PM PEAK 1-10Ur TOTAL TRAFFIC , • j tl a . b f+; 13 1:ili,::h . . • ,. . 1 .S. ., 4-:. .., , . . y w.' .:.\: :: : c:: 7:0@sa DAVID EVANS AND ASSOCIATES, INC. ..' r j \. 25.} It...IO 1360«-tea .4--IO45 I ' 145'%tit r'30 tr Q U� GALEuwJoop s�, tur a Hr4R1 Y lily' �NTIL� �R 00 0 ,• . • .1 • SITE I85�41 t (---a----41° o IN5 Iffy �' j ``► 45 ,, 5 (� Z . ,.., .. ., . . . t.r I� ( DOUGLAS un- Q o • .fv � ) 01:--- )- 20-141 1 " t QC tIllr ASLEY' �� • moopprIR i C)GE p4D • " ' , IUi 2010 PM PEAK HOUR: ` VP' TOTAL. TRAFFICe - „ . .. ... t 1 1 TABLE 2 14 0 ESTIMATED LEVELS OF SERVICE 4 1993 1993 2010 2010 Background Traffic Background Traffic w. Intersection Traffic w/Site Traffic w/Ste ,�; Boom:s Ferry Road and Douglas Way B D --�—" / BJD C/ D C/ D : :. Boones Ferry Road and Mercantile Drive 0.45, A 0.45, A 0.49, A 0,49, A Kruse Way and Mercantile Drive 0,fi4 B q.GS, B 0.81, B 0.83 B Quarry Road and Douglas Way A-B-A A-B-A ` Legend: B / D At r T-intersection controlled by a stopsign on the minor street, the left turn from the main street operates at level-of- . service B, and the minor street operates at level-of-service D. 0.45, A At a signalized intersection, 45 percent of approach capacity utilized and the level of service is A. pp paci ty is A-B-A At a T-intersection all-way stop, the through route operates at level-of-service A (northbound) and level-of-service B (southbound) and the T approach operates at level-of-service ,,+ 1 • • Signalized Intersections There are traffic-control sig nals at the intersections of Boones Ferry Road and Mercantile Drive, and Kruse Way and Mercantile Drive/Daniel Way. Mercantile Drive terminates at F . • Boones Ferry Road in a T-intersection. The lane configurations, peak hour vehicular traffic volumes, and peak hour factors of these intersections are shown on the calculation sheets in k, Appendix C. The level of service for signalized intersections is defined in terms of delay. According to `, the Highway Capacity Manual, delay is a measure of driver comfort, frustration, fuel consumption, and lost travel time.' (See Appendix B for more detailed level-of-service ,.. • definitions.) 4. 'Transportation Research Board,Highway Capacity Manual, Special Report 209 D.C.: Transportation Research Board, National Research Council, 1985) 9-4. (Washington, • , a . 15 • An additional measure of signalized intersection performance is its capacity. Intersection approach capacity is the maximum rate of flow (for the subject approach) which may PP P tY � PP ) Pass P. • through the intersection under prevailing traffic, roadway, and signalization conditions, The • amount of capacity utilized by the traffic for the intersection, as a whole, is based upon the lane groups or approaches that have the highest ratio of volume to capacity. An overall ratio of less than 1.00 indicates that the design, cycle length,and phasing are able to accommodate • all critical flows without exceeding capacity. However, a volume to capacity ratio at, or approaching 1. 0 is not considered an acceptable condition and is an indication that some roadway improvements may be necessary. The intersection of Boones Ferry Road and Mercantile '.xtve is expected to operate at a level-of-service A with or without the proposed development in both year 1993 and y ar 2010. The proposed building would not affect the volume-to-capacity ratio at this intersection. The intersection of Kruse Way and Mercantile Drive is expected to operate at • level-of-service B in both year 1993 and year 2010 with or without the proposed office • building. The volume-to-capacity ratio at this intersection would increase .02 due to the proposed development. This would not in any way impair the operation of the intersection. Unsignalized Intersections • Traffic on Douglas Way is controlled by a stop sign at Boones Ferry Road whereas traffic s bn Boones Ferry Road is not required to stop. The T-intersection formed by Douglas Road } terminating at Quarry Road is a three-way stop. The lane configurations, peak hour vehicular traffic volumes, and peak hour factors of these intersections are shown on the calculation sheets in Appendix D. The level of service for unsignalized intersection operation in which some approaches stop and some do not (such as Boones Ferry Road and Douglas Way) is a function of the reserve capacity, the amount of capacity not used by the traffic demand crossing or entering the main t' s street from a stop-sign-controlled street. The process for determining the level of service for an unsignalized intersection begins with a calculation of the amount of reserve capacity of 4 r .,r • 16 each individual movement in which traffic crosses or enters other traffic at an intersection. , . . . • 0Reserve capacity is based on the number of acceptable gaps in the conflicting traffic streams •. .e.i ( , gaps of sufficient duration to execute the traffic maneuver under consideration). • Careful interpretation of the resulting data must be used for movements associated with levels-of-service B or F as the analysis can be too conservative, The Highway Capacity Manual methodology used for level-of-service analysis often overestimates the expected delay to cross street traffic for left-turn movements at stop-sign-controlled minor streets. • Left turns from Boones Ferry Road onto Douglas Way are expected to operate at level-of- service B in 1993 and level-of-service C in year 2010. Douglas Way operates at level-of- • service D at Boones Ferry Road due to the effect of vehicles turning left onto Boones Ferry Road. Note that it is not anticipated that vehicular traffic from the proposed site would turn left from Douglas Way at this intersection. The Highway Capacity Manual provides little information on the evaluation of multi-way r ; stop control.' Consequently, the level of service for all-way stop-controlled intersections (such as Quarry Road and Douglas Way) g can be analyzed using the procedures found Ln Interim Materials on Unsignalized Intersection Capacity.4 In this procedure, intersection operation is defined in terms of stopped delay, similar to signalized intersections. (See Appendix B for more detailed level-of-service definitions.) . • • Y .h ` v 'Transportation Research Board,Highway Capacity Manual,Special Report 209 D.C.: Transportation Research Board, National Research Council, 1985)10-13 to -4ngt°n, sp 4Tannsportation Research Board, Interim Materials on Unsignalized Intersection Capacity, Transportation Research Circular Number 373 (Washington, D.C.: Transportation Research-, . ' 0 Board, National Research Council, July 1991). • • 4 . V .d 17 ` IMPACT ON THE KRUSE WAY CORRIDOR Lake Oswego Code (48.315 (10)A) requires that projected access volumes not exceed those 0 . • shown on Figure A-5, page 77 of Traffic Circulation and a Transportation Management Program, Kruse Way Corridor prepared by Carl H. But*,ke, Inc. in 1983. The total access traffic estimated for 1993 and 2010 with the proposed office building exceeds these volumes at the intersection of Kruse Way and Mercantile Drive/Daniel Way, However, several items should be noted about the operation of this intersection: r[� . a The site traffic adds at most 20 vehicles, or approximately a ten percent increase. u The level of service for the intersection is B in years 1993 and 2010 for '_ conditions with and without the site. It is suggested that the volumes on page 77 of Traffic Circulation and a Transportation Management Program, Kruse Way Corridor were intended to illustrate the effect of a transportation management program and were not intended to function as maximum access volumes. , ■ In 1992, existing volumes on some movements exceed the projected year } 2000 volumes in Figure A-5 of the 1983 report. The Traffic Circulation qnd a Transportation Management Program, Kruse Way Corridor may need to be updated. m Some of the excess volume is traffic crossing Kruse Way on Mercantile Drive/Daniel Way, and therefore would only affect Kruse Way at this ;, ' intersection 2 These projections include lower through traffic volumes on Kruse Way in year 2010 than the volumes shown for year 2000 in the 1983 report. With less of the intersection approach capacity being used by through traffic, more ''• capacity is ^vailable for the access points. The operation of the intersections affected by the proposed office building would not be 0 . significantly changed from existing conditions. It is anticipated that the intersection of M;•� . l . Y. J5 18 • Boones Ferry Road and Mercantile Drive will operate at level-of-service A conditions, both ' : '''. .. 0 . with and without the proposed development. Similarly, the intersection of Kruse Way and Mercantile Drive is expected to operate at level-of-service B conditions. It is expected that traffic on Douglas Way at Boones Ferry Road would consistently experience level-of-service D conditions during the PM peak hour. Lake O.,wego Code (48.315 (10) D) requires the implementation of a transportation management program by all owners and employers whose developments affect an intersection that consistently exceeds level-of-service C. EFFECT OF PROPOSED DEVELOPMENT ON MORE DISTANT INTERSECTIONS • • In 1993, the site-generated traffic would represent less than one percent of the number of vehicles entering the intersections of Boones Ferry Road and Douglas Way, Boones Ferry Road and Mercantile Drive, and Kruse Way and Mercantile Drive/Daniel Way, The site- . generated traffic would represent less than two percent of the volume on the closest links of .1 • Boons Ferry Road and Kruse Way, Since the impact at these intersections is minor, it is unlikely that any other distant intersections would be significantly affected. No further ' intersection analysis is recommended. TRAFFIC SAFETY The sight distance offered at the proposed access locations to the office building shown on •�. r ' . the site plan would be adequate. Lana Drive is straight and level and the vegetation that 'would obscure sight can be removed during construction. There may be conflicts between • vehicles exiting the north site access and vehicles turning from Collins Way onto Lana • Drive; however, the traffic volumes on Collins Way are very minor and conflicts would . occur infrequently. In the event that an unsafe situation is created, the northern site access could be made an entrance only, and the southern site access could be used for exiting traffic. i - 11 0 .' ' a11q` J .4 ' aAr '.i • 19 • TRANSPORTATION MANAGEMENT PROGRAM : The developer has many opportunities to implement a transportation management program. Some suggestions derived from Traffic Circulation and a Transportation Management Program, Kruse Way Corridor are discussed below.• y • The proposed site design and location provides a variety of access possibilities: Transit users may take route 38 to the corner of Kruse Way and Mercantile • Drive/Daniel Way and walk along the adjacent sidewalk to the proposed office building. ,(L J ■ Bicycles may use the low-speed local roadways within Mercantile Village to ' reach the site. Kruse Way accommodates a bicycle pathway and, according to Lake Oswego Transportation Study, Boones Ferry Road has been proposed as a bicycle pathway. The developer may encourage the use of transportation modes other than the automobile through one or more of the following methods: • m Ridesharing may be encouraged through use of a transportation bulletin board • in a visible location inside the building. Parking spices near the entrance (next to handicap spaces) could be reserved for carpools. i d Convenient, secure, weather-protected bicycle storage could be installed near • the entrances to the building. ■ A transit map and the schedule of route 38 could be posted in a noticeable location inside the building. a M Tri-Met has indicated that there are tax benefits for employers to subsidize transit. IRS provisions found in paragraph 1 132-6T (d) (1) of the Internal Revenue Code allow most companies', to use transit subsidies as a business expense. This company benefit is not counted as taxable income to your • employee up to $21 per month employer contribution. Tenants of the proposed office building could be encouraged to take advantage of this. Y - tl•r. a . • {t l r r'.' .t. t • r� a e '' .Y 4 i In addition, the developer could reduce PM20 peak hour automobile use by encouraging '. '• ": 0 r to change work schedules so that some shifts end before 4:30 or after 6:00• g g tenants CONCLUSIONS AND RECOMMENDATIONS It is concluded that the proposed development would have no adverse impact upon po the surrounding street system. While the intersection of Kruse Wayand ��Mercantile Drive/Daniel x v Way would exceed the access volumes shown on Figure A-5 of Traffic Circulation and a `. A Transportation Management Program, Kruse Way Corridor, this would not adverselyaffect the into U�uU intersection or Kruse Way. • The preceding analysis is a conservative one, since site-generated traffic was rounded• upward, and the increase in year 2010 vehicular traffic volume, based on the Lake Oswego A Transportation Study, should already include development on the proposed site, I It is recommended that one or more of the transportation management alternative s listed { above be implemented, as Douglas Way operates at level-of-service D at its intersection with Eoones Ferry Road. • ,r q • 1 } u' • • r Y i ' ' . • • . •••• •, • .t ••• • ' • d• '1* 21 APPENDICES •••••' ; ,•;: • • , r t*, „, • . • .?* * . • , • : • • ' r4, ' '.': • • , •• 1 .• . ' • , • . • ,. .• • . , • . • • • ' • . • • • . • „ • • • . . , .,,,, ..!,,,,......,:,,,.,,,.....„ ".,;...,..,..-i.•-...".,,'•'.';'-'1•.',.:,,*.'•,•..-,:•.',•''''...,..'•,'.'..•::','..:''..:,',...._,•• ..._:....._ ... ,,,,, . -. ,...,, , ‘ ,,,,,,•:,..•...." •,.... •••.'••• . •,. , .•• • •- ,.., • ,.... • . • • ••••; .,.. . •••• • . . .- ,.. ,,,., ...• .- '',.•.7.-..•:. ,,,.*: .F.,•••.'-••••• ".)(•,'f::,,‘...:.,- ..,:.,'.i,-*... .. a: ;'•: .;•,• APPENDIX A: TRW GENERATION CALCULATIONS A-1 '.':,......,-.•''...: .-,•:" •.::.•,. ., . . . .. • .. ., ,.. 7.......,. - *:, ;,•''....'.:•••••.•..•',',';'.' , ;...:',.•. .. ... . ........ ., •. . ,• . .. . . , -,.....:, ,,. ......,*,,,..... ...,i• ...'.:. •-•.-",.•. ,:'••% . : . . . ..., , '.. :*••'....;-',..',4'...:•••,.. .:' ;;;;:••• . -_.,.••• ,".....'..•••• ,..,•-•.',',.. • , • . , .. .. .. .. ..!..;•,..•.;;... . .•....,.. . ., ..,..,. . ., .... - "• •- . . •. . . . '...• • ‘ *5/ ° — > ... • , 1 • •. . . 1',.... ' ,.... .' , • . . ,.....'... '' '.*4 y''''''•• *.'...;%'. '''' ..,...'•!.,• ...'•'''•.'.'• '...-:.. :: , . . ., .. . • , , . • ' ' . .....• . , . ., 461... A 4 _ . ,• , t *' •' ' •'• :',.•'' •• '.. '' . . • • ,, , t ••,,, . . , • ' ' '*•' . ., . .*' .•,• '''.1 .;.., • '' ...."' • . t t,—• , • '.' : •4• t. ,• . • •, ,n •'*. • '.• t• I '. '. , .••• .' „ . i• • , . • , , .. .4 1 • . • t t. t% . .. , •., , •—••t, ,•. .. r.,, •• •t , 4 ,.. • ,. * " . : . , , • II. • . . t : , , . .. , "•. ;. ., .. 14, , , . "t• ., . ,. • . , . , . ,„ „ . . ' '' . . • • I • , . t t , . •.t , . , , , • , t ' ' • ' ' ' . t , , • t1 � M1 = M. i n t i •+ A F C w5 • • " • ` SUMMARY OF TRIP GENERATION CALCULATION �`�+-2 FOR 14 .5 TH.GR.SQ.FT, OF GENERAL OFFICE i 29 JUNE 1992 • AVERAGE STANDARD ADJUSTMENT DR-WAY RATE DEVIATION ° FACTOR VOLUME ';r F: 5 AVG WKDY 2-WAY VOL :` • 22.48 0. 00 1. 00 326 ' r`., 7-9 AM PK HR ENTER 2. 61 0. 00 7-9 AM PK HR EXIT 0. 32 1. 00 35 43 ' 7-9 AM PK HR TOTAL 0. 00 1. 008 ;� , 2. 94 0. 00 1. 00 5 4-6 PM PK HR ENTER 37 ' 4-6 PM PK HR EXIT �'53 0. 00 2.56 0. 00 1. 00 8 4-6 PM PK HR TOTAL 3 . 09 1. 00 45 0. 00 1. 00 45 SATURDAY 2-WAY VOL 2.37 • 0. 00 1. 00 HR EXIT 0. 19 0. 00 34 u ` PK 0. 00 1.00 4 PK HR ENTER 0.22 PK HR TOTAL 3 0.41 0. 00 1. 00 3 1. 00 6 SUNDAY 2-WAY VOL 0.98 0. 00 1. 00 PK HR ENTER 14 PK HR EXIT 0. 08 0. 00 1. 00 : ' 00. 06 1 PK HR TOTAL 0. 00 1. 00 1 0. 1 . 004 0 1. 00 `' ___________L Note: A zero rate indicates no rate data available The above rates were calculated from the following equations: AWD 2-Way Vol. (=<800 TGSF) : Ln(T) = 0.756Ln(A) + 3.765 AWD 2-Way Vol. (>800 TGSF) : R^2 0.82 ` 7-9 AM PY. Hr TotalT = 8.46 * A ;. (=<800 TGSF) : Ln(T) = 0.777Ln(A) + 1.674 7-9 AM Pk Hr Total (>800 TGSF) : TR=21.20.81, 89% Enter, 11% Exit • 4-6 PM Pk Hk Total (=<800 TGSF A, 89%. Enter, 11% Exit : r •tl^ j Ln(T) = 0737Ln(A) + 1.831 4-6 PM Pk Hr Total (>800 TGSF) : T RA2.2 =80.78, 17% Enter, 83% Exit • Sat. 2-Way Vol. : A, 17% Enter, 83% Exit L Sat. Pk Hr Total: T = 0.41 * A, = 2.37 * A, S.D. = 2.08 ' r Sun. 2-Way Vol. : S.D.S•D 0. 68, 54% Enter, 46% Exit - 0' 98 * A, S.D. = 1.29 Sun. Pk Hr Total: T = 0.14 * A, S.D. = 0.38, 58% Enter, 42% Exit Source: Institute of Transportation Engineers Trip Generation, 5th Edition, 1991. TRIP GENERATION BY MICROTRANS '_ , - • , B-I APPENDIX B: LEVEL OF SERVICE DEFINITIONS • , • r • • • • • (§(j'cji) • 4 " •• " • • '\ • •• • • • • • • • • 44. • • • . • , 4 • • ‘ • • .• • • , .)•%1€ ,1 .‘ k ',1• • • • a a,„ t is tt f TABLE B-I 0 B-2 SIGNALIZED INTERSECTION LEVEL-OF-SERVICE DEFINITIONS Level .�• of t r * = Service Description s ' • •, A Level-of-service A describes operations with very low delay, i.e. less than 5.0 seconds of stopped-time delay per vehicle. Most vehicles arrive duri!;ig the green phase and do not stop at all. This occurs when progression with nearby signals is extremely favorable, or traffic signal cycle lengths are short. ` ' ' B Level-of-Service B describes operations with an average delayof 5.1 t ) conditions. Level-of-service B occurs with good progression and/or short cycle seconds per vehicle, therefore, more vehicles stop than do in level-of-service° 15 A ` `, lengths. Level-of-service C describes operations with delays from 15.1 to 25 seconds vehicle; the number of vehicles stoppingper although many vehicles still pass through ithe interscctloia1 thist without stopping. pin. ut stopping, Individual cycle failures (cycles in which a vehicle waits longer than one red indication) may begin to appear at this level of service. Level-of-service C occurs with fair progression and/or longer cycle lengths. .5 M1 •. : ' 0 1 . D Level-of-service D describes operation with delays from 25.1 to 40 seconds e ' vehicle; many vehicles stop, and the proportion of vehicles not sto per At this level-of-service, individual cycle failures are noticeable and the influencee s. of congestion becomes more noticeable. Longer delays combination of unfavorable progression, long cycle lengths,ior lt from volume-to- capacity (v/c) ratios. `" .E Level-of-service E describes operations with delays from 40.1 ik, 60 seconds per vehicle. This is considered the limit of acceptable delay. Individual cycle failures are frequent occurrences. These high delay values generally indicate poor progression, long cycle lengths, and high v/c ratios. F Level-of-service F describes operations with dela vehicle. this is considered to be unacceptabley inexcess of 60 seconds per 1�, to most drivers. This condition ; often occurs with oveisaturation, i.e. when arrival flow rates exceed the capacity of the intersection. It may also occur with high v/c ratios less than 1.00 with , many individual cycle failures, Poor progression and long cycle lengths may also contribute to such high delay levels. ' to `*. I ! : Source: Transportation Research Board, highway CapacityReport Manual, Special 209 ' :'�� J (Washington, D.C.: Transportation Research Board, National Research Council, 1985) 9-4 to 9-5. • • "i ` ; ` , 'tom•.. - - , i 1 • t .: 4 . ly; is 13-3 TABLE B-2 �, UNSIGNALIiZED INTERSECTION LEVEL-OF-SERVICE DEFINITIONS T Level ' of ` Service • ' � • — Description , r *fib ; A Level-of-service A describes operations with a reserve capacity l? tY greater than 400 passenger cars per hour. Little or no delay is expected, Level-of-service B describes operations with a reserve capacity of 300 - 399 F passenger cars pet hour. Short traffic delays are expected. C » P ; Level-of-service C describes operations with a reserve capacity of 200 - 299 ' . .._ - passenger cars traffic delay per hour. Averageis expected. D Level-of-service D describes operations with a reserve capacity of 100 - 199 passenger cars per hour. Long traffic delays are expected. t E Level-of-service B describes operations with a reserve capacity of 0 - 99 f' passenger cars per hour. Long traffic delays are expected, F Level-of-service F describes operations where demand volume exceeds the capacity of the lane, causing extreme delays and queuing, Source; Transportation Research Board, Highway Capacity Manual, Special Report 209 » (Washington,D.C.: Transportation Research Board, National Research Council, 1985) 10-9. w F� t t. n♦ L � I I' 1 1 X , .I ,�. R• r: • B-4 • TABLE B-3 • a. ALL-WAY STOP LEVEL-OF-SERVICE CRITERIA • Level of Service Average Stopped Delay (seconds/ve)�fcic) • • t n A Less than 5 B V I,• 5to10 . C 10 to 20 ` • D 20 to 30 ., E 30 to 45 More than 45 • 0 Source: Transportation Research Board, Interim Materials on kzed Unsi na ' `g Intersection Capacity, Transportation Research Circular Number 373 (Washington, D.C.: Transportation Research Board, National Research Council, July 1991). • • • • ry • • • •1 H ` ♦t 1 4 Y Y , Y x • • . t.l t r. • . 1 - .r -lV el.x .', , .1)...lei 1 C-1 1 I ' • ' APPENDIX C: SIGNALIZED INTERSECTION CAPACITY CALCULATIONS h • • 4♦ i) Y '.I t r fJ ;f. 1. • .,:. , , . . • : .... .„ , . ., •.. . r , . .. .. . „ . . ri i 1 N • .. . • \ ,1 .. • , 1 't' •t.. • • A q i.. �1. 1 1 % i. %(II`.tl`ir lr. • .t �. ,h `YI_..t .r r Mt r �- .` .') •� tit t 1 �+ n t r 1 .r 4 , 1 i M wr C-2 t , r1 INPUT WORKSHEET • Intersection:BOONES FERRY ROAD & MERCANTILE Date: 1993 BACKGROUND A; A lyst:JXZ TimePeriod Anlyzd:PM PK HR Area Type: CBD XOthe• . I . 'ect No.HALM0001 City/State:LAKE OSWEGO, OR 'VOLUME AND GEOMETRICS BOONES FERRY N/S ST. • , K , .. [ 955] 0 ^ ISB TjTALI 11.0 2 - (N) 50 905 0 RT TH -WBTOTAL III < I v NORTH v • 1-12.0 1-LT---^ ;,.r IDENTIFY IN DIAGRAM 1-12.01-RT---v " 1.Volumes < 2.Lanes, lane widths •, {,.` 3 .Movements by lane ^ 55 LT TH MERCANTILE .. 12. 0 I E/W STREET , , 4 .Parking locations - I 12. 0 840 5.Bay storge lngths [ 155] -> 0 1 . 2 70 <^> 0 6. Islands E/B TOTAL - [ 910] ' 7 .Bus stops v 100 TRAFFIC AND ROADWAY CONDITIONS N/B TOTAL o =r Ap Grd. % HV Adj .Pkg.Lane Buses PHF Cnf.PedPedstrn Button Arr. pr (%) Y/N Nm (Nb) (pd/hr) Y/N Mn.Time Type 0. 0 1. 0 N , 0 0 0.91 10 Y 9 3 WB +0. 0 0. 0 N 0 0 0. 00 10 ", NB +0. 0 1. 0 N Y 0 3 0 0 0. 98 0 N 0 3 SB +0. 0 2. 0 N 0 0 0.98 10 Y 21 3 Grade:+up, -down Nb:buses stopping/hr Min.Timing: min.green for HV:veh. > 4 whls PHF:peak-hour factorp Nm:pkg.maneuvers/hr Cnf.Peds:Cnflctng peds/hr Arr.Type: Typeer1-5 crossing 1-5 :y. • PHASING - * D * I <+* A V •: G A R * A A A ***** <** * M + * * v * * • Tim- G= 0. 0 G= 0. 0 G= 0.0 G= 0. 0 G= 0.0 G= 0. 0 G= 0.0 G= 0.0 ing Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 s d/Actl A A A rotected turns: ****" 0000" I Permitted turns: ++++^ I Cycle Length 60 Se • .4. CARL H. BUTTKE, INC. , PORTLAND, OREGON, using NCAP by PSI C-3 Intersection:BOONES FERRY ROAD & MERCANTILE Date: 1993 BACKGROUND 'e st:JXZ TimePeriod. Anl zd:PM PK HR Area Type:ype: CBD XOthe ct No.HALM0001 City/State:LAKE OSWEGO, OR is 4IV —� �.. '` . CAPACITY ANALYSIS WORKSHEET _ ( LANE GROUP 3 4 5 6 7 8 Adjusted Ad.Sat Flow Ratio Green Ln.Grp v/C Crit. ` , 1 2 Flow Rate Fiw.Rt Ratio Capac. Ratio ? , ' lAppr. Mvmt. v s v/s g / C c,vph X Lane (vph) (vphg) 3/4 4x6 3/7 Group A 60 - 1701 0.035 - 0. 160 272 0.221 - EB P 110 - 1514 0.073 - 0. 160 242 0.454 *** " WB tfy1 A 71 - 1701 0. 042 - 0. 092 1U6 0.454 *** - "' A ! ♦'•.. ••'! NB E 900 -- 3582 0.251 - 0.740 2651. 0 ,339 - . r ':: SB E 969 - 3564 0. 272 0. 598 2132 0.454 *** P 51 1506 0. 034 0.598 901 0. 057 R J .,. I e Length= 60. Osec, Lost Time/Cycle,L= 9. Osec, S(v/s) ci= 0.386, Xc=0.454 LANE GROUP DIAGRAMS-[*** = PROTCTD, +++ = PERMTTD, ### = PROTCTD & PERMTTD] r A * E P w: - i\*]4 R ****> ++++ I4i•A + •.4 v t CARL H. BUTTKE, INC. , PORTLAND, OREGON, using NCAP by PSI t1' { N !'',. 4 40 .4. • y1 • , • 1 ' .� t r • v S 7 i r W J i at a C-4 \ Intersection:BOONES "---------.- M ' ,; FERRY ROAD & MERCANTILE Date:1993 BACKGROUND Analyst:JXZ , ':. TimePeriod An'lyzd:PN PK HR Area Type: �iBD XOther IP 'ect No,HALM0001 City/State:LAKE OSWEGO, OR LEVEL-OF-SERVICE WORKSHEET First Term Delay Second Term Delay Tot.Delay_& LOS . . iROUP v/c Green Cycle Delay Lane Delay Prgrsn Lane GpLn A p - u6 7 8 9 13 r ` � Ratio Ratio Length dl Group d2 Factor Delay Gp Delayh Los r 1 2 X g/C C sec/veh S �`� ,p My / Cap,c sec/veh PF sec/veh LOS sec/veh Tbl(sec) (vph) T.9-13 (6+8) *9 9-1 _ _ 9-1 A 0. 221 0. 160 60. 0 16. 68 272 0. 07 1. 00 ��16. 75 C _ _ t 15. 57 C P 0. 454 0. 160 60. 0 17. 35 242 0. 96 0.85 15. 98 C ------ --- ------- --- �' TB %. 0. 00 * A 0. 454 0. 092 60. 0 19. 62 156 1.47 1. 00 21. 09 C J • TB E 0. 339 0.740 60. 0 2. 06 2651 0. 03 0.85 1.77 A 3.19 A I , SB E 0. 454 0. 598 60. 0 5. 05 2132 0. 11 0.85 4 .39 A 4.33 A P 0. 057 0. 598 60. 0 3 .81 901 0. 00 0.85 3. 24 A rsection Delay 4.73 sec/veh, Intersection LOS A Table . 9 1 LANE GROUP DIAGRAMS-[*** = PROTCTD, +-I-+ = PERMTTD, ### = PROTCTD & PERMTTD) � A E P I + . * • ,, 1 **** ****> r `r r� A Y 1. CARL H. BUTTKE, INC. , PORTLAND, OREGON, using NCAP by PSI • 1 Y. tJ • . 40 410 ,, . u, , , . ,, .. . •,. Z' •1. I yr INPUT WORIKSHEET I,,. ,, ', ,'' section:BOONES FERRY ROAD & MERCANTILE Date: 1993 TOTAL ; st:JXZ`,, TimePeriod Anlyzd:1'M PK HR Area Type: CBD XOthe • IP ' ect No.HALM0001 City/State:LAKE OSWEGO, OR 'VOLUME_ rAND GEOMETRICS BOONES FERRY N/S ST. , [ 955] 0 ^ SB TOTAL 1 2 t I I 12.0 I 0 <- [ 0) m' ` < v > I 12.0 -WB TOTAL (N) 50 905 0 RT TH 0 v µ . , '` 1II < I NORTH v 1-12.01-LT---^ ' IDENTIFY IN DIAGRAM 1-12. 0'-RT---v ^ 1.Volumes < 2 .Lanes, lane widths LT TH MERCANTILE 'w ,. ' I3 .Movements by lane A 65 12.0 I E/W STREET 4 . Parking locations - I 12. 0 840 ' 5 .Bay storge lngths [ 165] -> 0 1 2 70 <^> 0 ` + . 16 . Islands E/B TOTAL - [ 910] %','''' stops v 100 J N/B TOTAL TRAFFIC AND ROADWAY CONDITIONS ti I rd. % HV Adj .Pkg.Lane Buses PHF Cnf.Ped Pedstr,� Button Arr. '_ , (Nb) (pd/hr) Y/N Mn.Time Typ , , IEB +0. 0 1. 0 N 0 0 0.91 10 Y 9 3 ++ WB +0. 0 0. 0 N 0 0 0. 00 10 Y 9 3 NB +0 . 0 1. 0 N 0 0 0.98 0 N 0 3 ISB +0. 0 2 . 0 N 0 0 0. 8 10 Y 21 3 Grade:+up,-down Nb:buses stopping/hr Min.Timing: min.green for HV:veh. > 4 Whls PHF:peak-hour factor pedestrian crossing h '%, INm:pkg.maneuvers/hr Cnf.Peds:Cnflctng peds/hr Arr.Type: Type 1-5 PHASING A * D * I A <+v • . A ***** <** * M + * * ,` V * * y . Tim- G= 0. 0 G= 0. 0 G= 0. 0 G= 0.0 G= 0.0 G= 0.0 G= 0.0 G= 0. 0 % s/Act Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+1 0 Y+R= 0 ) A A A ;, I Protected turns: ****^ O000^ I Permitted turns' ++-l-+^ I Cycle Length GO Sec A. CARL H. HUTTKE INC. PORTLAND, OREGON Using NCAP by PSI , . Y 4f C-6 . y Intersection:BOONES FERRY ROAD & MERCANTILE 1::',. " yst:JXZ Dafe: 1993 TOTAL I TimePeriod Anlyzd:PM PK HR Area Type: CI XOth . ect No.HALM0001 City/State:LAKE OSWEGO, OR CAPACITY `�ANALYSIS WORKS V`' ==_ HEET _ := (LANE GROUP 3 - 8 g = _ _ rt 5 Adjusted Ad.Sat Flow Ratio 6 7 -, •�. I1 2 Flow Rate F1w.Rt Green L�n.Grp v/( Crit. Appr• Mv-citt. v s / Ratio Capac. Rat: (vph) (vphg) 3/4s g / C c,vph X Lane • _. _ __ 4X6 3 s • - /' Group A 71 - 1701 0. 042 - =====_ " 272 0.2c ,r P 110 - 1514 0. 073 - 0. 160 242 0.4: ** 1. * r WB T.. I NB 51 1701 0. 042 - 0. 092 E 900 - 3582 0. 2 156 0.4; *** ' I 0. 740 2651 0.3: - 1� ` y, g 969 - J. I SB E 3564 0.272 - 0. 598 2132 0.4: _ *** P 51 - 1506 0. 034 - 0. 598 901 0. 0 I ( Cycle Length= 60. Osec, Lost Time/Cycle,L= 9. Osec, S (v/s) ci= 0. 386 , C=O.45 r , .. LANE GROUP DIAGRAMS-[*** = PROTCTD, +++ = PERMTTD, ### PROTCTD ERMTTD] & IA E P *• *** ****> ++++ v A 4f i CARL H. BUTTKE, INC. , PORTLAND, OREGON using NCAP by PSI , • „y ,411) •.y , • 1 � ,, t f 5 _'P. a t• 1• t f C-7 t 1 Intersection:BOONES FERRY ROAD & MERCANTILE Date: 1993 TOTAL } 1'>, St 3AZ TimePeriod Anlyzd:PM PK HR Area Type: CBD XOthe ' ect No.HALM0001 City/State:LAKE OSWEGO, OR LEVEL-OF-SERVICE ( First Term Delay Second Term Delay Tot.Delay�&_LOS VANE 3 4 5 6 7 8 9 10 11 12 13 , ::::'1 ;ROUP v/c Green Cycle Delay Lane Delay Prgrsn Lane Gp Ln App.cch Apr 4 •----- Ratio Ratio Length di Group d2 Factor Delay Gp Delay LOS 1 2 X g/C C sec/veh Cap,c sec/veh PF sec/veh LOS sec/veh Tbl 1 1p My (sec) (vph) T.9-13 (6+8) *9 9-1 9-1 t •= C=CC=== CC:: Cam'.':SCR= === A 0. 261 0. 160 60. 0 16.79 272 0. 12 1. 00 16.91 C TB 16.09 C ti P 0. 454 0. 160 60. 0 17. 35 242 0. 96 0.85 15.57 C % ]B 0. 00 * A 0. 454 0. 092 60. 0 19. 62 156 1. 47 1. 00 21. 09 C • ' g.. tB E 0. 339 0. 740 60. 0 2.06 2651 0. 03 0. 85 1.77 A 3 . 19 A `. ` , SB E 0.454 0.598 60. 0 5. 05 2132 0. 11 0.85 4 . 39 A 4 .33 A I 0. 057 0. 598 60. 0 3.81 901 0. 00 0.85 3 .24 A e . -., i ,. y. . , Y' I rsection Delay 4 . 80 sec/veh, Intersection LOS A Table 9. 1 w LANE GROUP DIAGRAMS [*** = PROTCTD, +++ = PERMTTD, ### = PROTCTD & PERMTTD] ' ., A E P hi * y } **** ****> ++++ F - . + ' V »< ti CARL H. BUTTKE, INC. , PORTLAND, OREGON, using NCAP by PSI r 0 • .:,. y ,` C-8 INPUT 4 • iIntersection:BOONES FERRY ROAD MERCANTILE& EET A st:JXZ Date:2p10 BACKGROUND > TimePeriod Anlyzd:PM PK HR Area Type: CBD XOthe, p ct No.HALM0001 City/State:LAKE OSWEGO, OR -- ' i !VOLUME AND GEOMETRICS ---=S=_'= • 'BOONES FERRY N/S ST. (1030] 0 A ^ SB TOTAL 1 2 - 1.> I I I I I 12. 0 I 0 <- p (N) 50 980 > RT10 -WB TOTAL 4 0 vIII < I r 0 TH NORTH 1-12. 0 ` 1-12. 0,' IDENTIFY IN DIAGRAM -RT---^ T---v • , 1 Volumes < ' k 2 .Lanes, lane widths I3 .Niovements by lane A 60 LT TH MERCANTILE 4 .Parking locations - 12. 0 I E/W STREET 5.Bay storge lngths [ 170] -> 0 1 2 I 12 ° 0 <910 A> I6. Islands E/B TOTAL - 75 985 0 7 .Bus stops V 110 [ 85] ", TRAFFIC AND ROADWAY CONDITIONS N/B TOTAL Adj .Pkg.Lane Buses PHF Cnf.Ped Pedstrn Button Arr. p (%) Y/N Nm (Nb) (pd/hr) Y/N lMn°Time Type IEB +0. 0 1. 0 N 0 0 0.91 10 Y 9 3 WB +0. 0 0. 0 N 0 0 0. 00 10 Y 9 3 • NB +0. 0 1. 0 N 0 0 0. 98 0 N 0 3 ISB +0. 0 2 . 0 N 0 0 0. 98 10 Y 21 3 s Grade:+up,-down Nb:buses stopping/hr Min.Timing: min.green for IHV: veh. > 4 'whls PHF:peak-hour factor pedestrian crossing Nm:pkg.maneuvers/hr Cnf.Peds:Cnflctng peds/hr Arr.Type: Type 1-5 PHASING __`_ A v it G ^ R * A A . A ***** <** M + * * I - Tim- G= 0. 0 G= 0. 0 G= 0.0 G= G= , • 0. 0 G= 0. 0 0. 0 G= 0. 0 G= 0.0 •r + ing Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 i. /Act' _ A A A - •' Protected turns: ****^ ODoo^ I permitted turns: ++•r'+^ f Cycle Length 60 Se ° CARL H. BUTTKE, INC. , PORTLAND, OREGON, using NCAP by PSI <f C-9 Intersection:BOONES FERRY ROAD & MERCANTILE Date:2010 BACKGROUND ,, st:JXZ TimePeriod Anlyzd:PM PK HR Area Type: CBD XOthe, .: I , -ct No.HALM0001 City/State:LAKE OSWEGO, OR CAPACITY ANALYSIS WORKSHEET LANE GROUP 3 4 5 6 I ' 7 8 9 A • Adjusted Ad.Sat Flow Ratio Green Ln.Grp v/C Crit. f . I1 2 Flow Rate F1w.Rt Ratio Capac. Ratio ? Appr. Mvmt. v s v/s g / C c,vph X Lane (vph) (vphg) 3/4 4x6 3/7 Group = ===--- ===== A 66 - 1701 0. 039 - 0. 162 275 0.240 - EB r `{ P 121 - 1514 0. 080 - 0. 162 245 0.494 *** ,, WB A 77 - 1701 0. 045 - 0. 092 156 0.494 *** NB E 975 - 3582 0. 272 - 0.738 2644 0.369 - , " : ' SB E 1050 - 3564 0.295 - 0.597 2126 0.494 *** ft P 51 - 1506 0. 034 - 0.597 898 0. 057 • . ► a e Length= 60. 0sec, Lost Time/Cycle,L= 9.Osec, S (v/s) ci= 0.420, Xc=0.494 LANE GROUP DIAGRAMS-[*** = PROTCTD, +++ = PERMTTD, ### = PROTCTD & PERMTTD ,"r . A A* E P , *** ****> ++++ + �' v ra CARL H. BUTTKE, INC. , PORTLAND, OREGON, using NCAP by PSI •, ^ Aiy YY_ , { :. •y ` +, 1 a .Y • i 1 t 4y '' A , � J r C-b Intersection:BOONES FERRY ROAD & MERCANTILE Date:2010 BACKGROUND � Analyst:JXZ TimePeriod An].yzd:PM PK HR Area Type: CBD XOther ' may 410ect No.HALM0001 City/State:LAKE OSWEGO, OR .' , `: LEVEL-OF-SERVICE WORKSHEET f° ( First Term Delay Second Term Delay Tot.Delay_&_LOS f ' - TANE 3 4 5 6 7 8 9 10 11 12 13 OUP v/c Green Cycle Delay Lane Delay Prgrsn Lane Gp Ln Apprch Apr ;R Ratio Ratio Length d1 Group d2 Factor Delay Gp Delay LOS f 1 2 X g/C C sec/veh Cap,c sec/veh PF sac/veh LOS sec/veh Tbl ,p My (sec) (vph) • T. 9-13 (6+8) *9 9-1 9-1 A 0. 240 0. 162 60. 0 16. 66 275 0. 09 1. 00 16.75 C 'B 16.21 C P 0. 494 0. 162 60. 0 17 .41 245 1. 30 0.85 15. 91 C • /B 0. 00 * A 0. 494 0. 092 60. 0 19.70 156 2. 02 1. 00 21.72 C :" 1B E 0. 369 0. 738 60. 0 2 . 15 2644 0. 04 0.85 1. 86 A 3.31 A � SB E 0. 494 0. 597 60. 0 5. 26 2126 0. 15 0.85 4 . 60 A 4.54 A t P 0. 057 0. 597 60. 0 3 .84 898 0. 00 0.85 { r 3 .27 A rsection Delay 4 . 92 sec/veh, Intersection LOS A Table 9. 1 LANE GROUP DIAGRAMS-[*** = PROTCTD, +++ = PERMTTD, ### = PROTCTD & PERMTTD °' A A E P * + v • I . CARL H. BUTTKE, INC. , PORTLAND, OREGON, using NCAP by PSI a .. a ' • . , r ,� ,,,. , „ R ‘ , . C-11 v a; r%'. INPUT WORKSHEET �,-rsection:BOONES FERRY ROAD & MERCANTILE Date:2010 TOTAL '' yst:JXZ TimePeriod Anlyzd:PM PK HR Area Type: CBD XOthe 4 ect No.HALM0001 City/State:LAKE OSWEGO, OR VOLUME AND GEOMETRICS BOONES FERRY N/S ST. "'f •; '.:_' I [1030] 0 A A SB TOTAL 1 2 - I < v > 1 12.0 -WB TOTAL F (N) 50 980 0 RT TH 0 v HI < I , : I NORTH v 1-12. 0,-LT-- ( IDENTIFY IN DIAGRAM 1-12. 0'-RT---v A 1.Volumes < 1 _. 2 . Lanes, lane widths LT TH MERCANTILE I3 .Movements by lane A 70 12.0 1 E/W STREET 4 .Parking locations 1 12. 0 910 • r `. 5.Bay storge lngths [ 180] -> 0 1 2 75 <^> 0 J6. Islands E/B TOTAL - [ 985) I7 .Bus stops v 110 N/B TOTAL TRAFFIC AND ROADWAY CONDITIONS , r,;' IA. Grd. % HV Adj .Pkg.Lane Buses PHF Cnf.Ped Pedstrn Button Arr. (%) Y/N Nm (Nb) (pd/hr) Y/N Mn.Time Typ , R +0. 0 1. 0 N 0 0 0.91 10 Y 9 3 IWB +0. 0 0. 0 N 0 0 0. 00 10 Y 9 3 . I NB +0. 0 1. 0 N 0 0 0.98 0 N 0 3 SB +0. 0 2 . 0 N 0 0 0. 98 10 Y 21 • 3 Grade:+up, -down Nb:buses stopping/hr Min.Timing: min.green for ` HV:veh. > 4 ,whls PHF:peak-hour factor pedestrian crossing Nm:pkg.maneuvers/hr Cnf.Peds:Cnflctng peds/hr Arr.Type: Type 1-5 .4 j PHASING • * r D * I <+* A v G A R * A A .. • A ***** <** * M + * * . > ' v * * Tim- G= 0.0 G= 0. 0 G= 0,0 G= 0.0 G= 0.0 G= 0. 0 G= 0. 0 G= 0.0 f ing Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 /Act1 A A A • Protected turns: ****A 0000" 1 Permitted turns: ++++" 1 Cycle Length 60 Sec CARL H. BUTTKE, INC. , PORTLAND, OREGON, using NCAP by PSI ' Y i I d C-12 e .. Intersectian:BOONE5 FERRY ROAD & MERCANTILE` , ,` bi Analyst:JXZ Date:2010 TOTAL I ;. IA t No.HALM0001 TimePeriod Anlyzd:PM PK HR Area Type: CBD XOther city/State:LAKE OSWEGO, OR CAPACITY ANALYSIS WO _RKSHEET I LANE GROUP 3 4 5 =m^_ Adjusted Ad.Sat Flow Ratio 6 7 8 i { 1 2 Flow Rate F1w.Rt Green Ln.Grp v/C Crit. � '� ' �� I Appr.. Mvmt. v Ratio Capac. Ratio ? _--- ---- (vph) (vphg) 3/4s s g / C c,vph X Lane ;a ' � "' ---- 4x6 3/7 Group 1 IA 77 - 1701 0. 045 - --� _ __ EB0. 162 275 0.280 - << P 121 - 1514 0. 080 - 0. 162 245 0.494 *** • I .,.♦. WB } h. I A 77 - 1701 0. 045 _ : NB E 975 - 3582 0. 272 - 0. 092 0.738 2644156 0. *** 0. 36969 I SB E 1050 - 3564 -0.295 ' ; • P 51 1506 0. 034 - 0.597 2126 0.494 *** 0.597 898 0. 057 C416 Length= 60. Osec __ , Lost Time/Cycle,L= 9. Osec r S(v/s) ci= 0.420, Xc=O.49- ; LANE GROUP DIAGRAMS-[*** = PROTCTD, +++ = PERMTTD ### = PROTCTD & PERMTTD] ' t.! A A E P a': * **** ****> ++++ r , 1- `; v CARL H. BUTTKE, INC. , PORTLAND, OREGON, Using NCAP by PSI fl K,1 ♦ ♦ y • 1 • t i • • • II tl i w C-13 4„ `�4 "° r .-rsection:BOONES FERRY ROAD & MERCANTILE Date:2010 TOTAL �rry' ` rst:JXZ TimePeriod Anlyzd:PM PK HR Area Type: CEO XOthe ect No.HALM0001 City/State:LAKE OSWEGO, OR LEVEL-OF-SERVICE WORKSHEET First Term Delay Second Term Delay Tot.Delay_&_LOS LANE 3 4 5 6 7 8 9 10 11 12 13 F ROUP v/c Green Cycle Delay Lane Delay Prgrsn Lane Gp Ln Ap prch Apr ---- Ratio Ratio Length di Group d2 Factor Delay Gp Delay LOS ' 1 2 X g/C C sec/veh Cap,c sec/veh PF sec/veh LOS sec/veh Tbl , ,,: p My (sec) (vph) T.9-13 (6+8) *9 9-1 9-1 o ===m1m== ___ ====r_== __= w A 0. 280 0. 162 60. 0 16.78 275 0. 15 1. 00 16. 93 C 16.30 C P 0. 494 0. 162 60. 0 17 .41 245 1.30 0.85 15. 91 C B 0. 00 * A 0. 494 0. 092 60. 0 19.70 156 2 . 02 1. 00 21.72 C B E 0. 369 0.738 60. 0 2. 15 2644 0. 04 0. 85 1. 86 A 3 . 31 A 0B E 0. 494 0.597 60. 0 5.26 2126 0. 15 0.85 4 . 60 A 4 . 54 A 0. 057 0.597 60. 0 3 .84 898 0. 00 0.85 3 . 27 A • , . . , a>4;i ersectian Delay 4 .98 sec/veh, Intersection LOS A Table 9. 1 . � LANE GROUP DIAGRAMS-[*** = PROTCTD, +++ = PERMTTD, ### = PROTCTD & PERMTTD] A A E P CARL H. BUTTKE, INC. , PORTLAND, OREGON, using NCAP by PSI • Y- • el.%, 1.. ..., V ,. t , . . . . , , 4 C-14 JI TM - WWI___ '•� !'„ I INPUT WORKSHEET Intersection:KRUSE WAY & DANIEL/MERCANTILE Date: 1993 BACKGROUND Analyst:JXZ TimePeriod Anlyzd:PM PK HR Area Type: CBD XOther I _ ect •No.HALM0001 City/State:LAKE OSWEGO, OR VOLUME AND GEOMETRICS DANIEL N/S ST. ( 155] 10 "A SB TOTAL 1 1 - I i i i 12. 0 i 870 <- ( 905] < v > i 12. 0 -WB TOTAL I (N) 100 35 20 RT LTH 25 v iii < > , NORTH V <"--RTH_12 0, <---TH--12.01_1 1-12. 0'-LT----" v---LT-12. 0'-1 4 2-12. 0'--TH---> , � IDENTIFY IN DIAGRAM 1-12.0'-RT---v A' IDENTIFY < > 12 .Lanes, lane widths LTH RT MERCANTILE t ` 3 .Movements by lane A 20 12 . 0 i E/W STREET `i 12 . 0 20 I4 .Parking locations - 5 .Bay storge lngths (1285] ->1150 1 1 140 <A> 30 ' { ; 6 . Islands E/B TOTAL - 190] ' 7 . Bus stops v 115 N/B TOTAL TRAFFIC AND ROADWAY CONDITIONS C Ap Grd. % HV Adj .Pkg.Lane Buses PHF Cnf.Ped Pedstrn Button Arr. ° p (%) Y/N Nm (Nb) (pd/hr) / r Y N Mn.Time Type t4 41 0. 0 1. 0 N 0 0 0 92 10 Y 9 3 ),: WB +0. 0 2 . 0 N 0 0 0.97 10 Y 9 3 ;, at NB +0 . 0 1. 0 N 0 0 0.83 10 Y 21 3 "` SB +0. 0 1. 0 N 0 0 0.72 10 Y 21 3 Grade:+up,-down Nb:buses stopping/hr Min.Timing: min.green for HV:veh. > 4 whls PHF:peak-hour factor pedestrian crossing 1)° Nm:pkg.maneuvers/hr Cnf.Peds:Cnflctng peds/hr Arr.Type: Type 1-5 PHASING --__ * A D * + I <+*+> ***** <***** A v * ` G v " R A * A <+*+> ***** *****y M * + 1 * V 1 Tim- G= 0. 0 G= 0. 0 G= 0.0 G= 0. 0 G= 0. 0 G= 0. 0 G= 0. 0 G= 0.0 ", ing Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R_ 0 d/Actl A A A otected turns: ****A 0000" I Permitted turns: ++++^ ( Cycle Length 80 Se g9 ' CARL H. BUTTKH, INC. , PORTLAND, OREGON, using NCAP by PSI •'Y i 4' a iiY , y,. • D ., . 1 3 . • .e It . ',. . . •i 1 1. , 1 tt, C--15 j . I. ersection:KRUSE WAY & DANIEL/MERCANTILE Date: 1993 BACKGROUND t _ ‘ st:JX2 TimePeriod Anlyzd:PM PK HR Area Type: CBD XOthe ect No.HALM0001 City/State:LAKE OSWEGO, OR CAPACITY ANALYSIS WORKSHEET ; + (LANE GROUP- 3 4 5 _- 6 7 8 =9 Adjusted Ad.Sat Flow Ratio Green Ln.Grp v/C Crit.1 2 Flow Rate F1w.Rt Ratio Capac. Ratio ? IAppr. Mvmt. v s (vPh) (vphg) 3/4s g / C c,vph X Lane 4x6 3/7 Group ` s =-= m= ==r= J. A 22 - 1701 0. 013 0. 024 41 0.538 -E 1313 - 3582 0.367 - 0.573 2054 0.639 *** ' P 125 - 1514 0. 083 0.573 868 0. 144 - A 26 1693 0. 015 - 0. 024 41 0. 639 *** WB N 952 - 3558 0. 268 0. 573 2040 0.467 r NB D 193 - 1040 0. 186 - 0.290 302 0. G39 *** P 36 - 1514 0. 024 0.290 439 0.082 4- , SII D 77 - 1136 0. 068 - 0. 290 330 0.234 - - �•` P 139 1514 0. 092 0.290 439 0. 316 e Length= 80. Osec, Lost Time/Cycle,L= 9. Osec, S(v/s) c' = . 1. ` 0.567, Xc 0.639 LANE GROUP DIAGRAMS-[*** = PROTCTD, ++•f- = PERMTTD, ### = PROTCTD & PERMTTD] .,i . Y. „ .` I A A D -I- E N P -... �. 4 **** ****> ****> ****> ++++ ��. . �. I v V ti. CARL H. BUTTKE, INC. , PORTLAND, OREGON, Using NCAP by PSI i + •. • • I `r C--16 Ts Intersectio;�:KRUSE _______-_ WAY & DANIEL/MERCANTILE Date:1993 BACKGROUND VAnalyst:JXZ TimePeriod Anlyzd:PM PK HR Area Type: CBD ect No.HALM0001 City/State:LAICE OSWEGO, OR yP XOther LEVEL-OF-SERVICE WORKSHEET �`+= - First Term Delay Second Term Delay Tot.De s 7 _ LANE 3 4 5 6 2y_& L13 8 9 10 11 12 13 OS ROUP v/c Green Cycle Delay Lane Delay Prgrsn Lane Gp Ln Apprch' ' - Ratio Ratio Length d1 Group d2 Factor Delay Gp Delay LOS LOS ,� y 1p My X g/C C sec/veh Cap,c sec/veh PF sec/veh LOS sec/veh Tbl _ (sec) _ (vph) T. 9-13 (6+8) *9 9-1 9-1 T = = ===ram==_ = A 0. 538 0. 024 80. 0 29. :34 41 9.49 1. 00 38.83 D -- 'B E 0. 639 0. 573 80. 0 8. 74 2054 0.48 0. 85 7. 84 B P 0.144 0. 573 80. 0 6. 03 868 0.01 0. 85 8. 07 B " 5.13 B ' A 0. 639 0. 024 80. 0 29. 41 41 18. 18 1. 00 47.59 E `4 "' B N 0.467 0. 573 80. 0 7. 56 2040 0.13 0. 85 6.53 B 7. 62 B • i 'B D 0. 639 0. 290 80. 0 18. 81 302 3.13 0.85 18.65 C 17.81 C P 0. 082 0.290 80. 0 15. 69 439 0. 00 0.85 13 .34 B JB D 0. 234 0.290 80. 0 16. 43 330 0. P 0. 316 0.290 80. 0 16. 87 439 0.15 0.85 14.46 B 14 . 31 B � �;.k n %. . All rsection Delay 9. 16 sec/veh, Intersection LOS B Table 9. 1, f ' ;f, ' LANE GROUP DIAGRAMS-[*** = PROTCTD, +++ = PERMTTD, ### = PROTCTD & PERMTTD] A * D A E N P ,I **** ****>. ****> ****> ++++ =a:..• tt + + CARL H. BUTTKE, INC. , PORTLAND, OREGON, using NCAP by PSI ;ay .. .0 .., . ., ... ry . T „I . C-17 INPUT WORKSHEET i •,;-rsection:KRUSE WAY & DANIEL/MERCANTILE Date: 1993 TOTAL I . 'st:JXZ TimePeriod Anlyzd:PM PK HR Area Type: CBD 9COthe" • `• ' ect No.HALM0001 City/State:LAKE O,SWEGO, OR ' VOLUME AND GEOMETRICS IDANIEL N/S ST. 1 I ,[ ,155] 10 SB TOTAL 1 1 I I I 12.0 I 870 <- [ 905] 1 I < V > I 12. 0 -WB TOTAL (N) 100 35 20 RT LTH 25 v III <r v <A--RTH-12. 0'-1 : NORTH <---TH--12 . 0,-1 .1.f..., 1-12. 0f-LT---^ v---LT-12. 0/-1 • f 2-12.0,---TH---> 1 , ` M n r '�' IDENTIFY IN DIAGRAM 1-12 . 0�-RT---v 1 .Volumes < > i 2 .Lanes, lane widths LTH RT MERCANTILE `. .. I3 .Movements by lane 20 12. 0 I E/W STREET 4 „Parking locations 12 .0 20 5 „ Bay storge lngths [1290] ->1150 1 1 155 <A> 30 • 6. Islands E/B TOTAL - [ 205] I7 . Bus tops v 120 N/B TOTAL '': TRAFFIC AND ROADWAY CONDITIONS . IA Grd. HV Adj .Pkg.Lane Buses PHF Cnf.Ped Pedstrn Button Arr. (%) Y/N Nm (Nb) (pd/hr) Y/N Mn.Time Typ r E +0. 0 1. 0 � N 0 0 0. 92 10 Y 9 3 t, ' ' IWB +0 . 0 2 . 0 N 0 0 0.97 10 Y 9 3 �' " NB +0. 0 1. 0 N 0 0 0. 83 10 Y 21 3 � , SB +0 . 0 1. 0 N 0 0 0.72 10 Y 21 3 p. Grade: ,•up, -down Nb:buses stopping/hr Min.Titning: min.green for HV:veh. > 4 whls PHF:peak-hour factor pedestrian crossing INm:pkg.maneuvers/hr Cnf.Peds:Cnflctng peels/hr Arr.Type' Type 1-5 t •- PHASING _ D * + I <+*+> ***** <***** I v V A • R A * • I A <+*+> ***** *****> 1 , + M ** v .• ITim- Gdu 0. 0 G= 0. 0 G= 0.0 G= 0. 0 G= 0. 0 G= 0. 0 G= 0. 0 G= 0. 0 . '. ing Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 - !` I /Act I A A A '' Protected turns: ****^ 0000^ I permitted turns: ++++A I Cycle Length 80 Sec :, I CARL H. BUTTNE, INC. , PORTLAND, OREGON, using NCAP by PSI I . . .. . _.. t1..,. ., ; 1 � yr t .D ....................................... --------------------- C-18 IntersecL•ion:KRUSE 1 -- --__-" -` IA erst: ti WAY & DANIEL/MERCANTILE----`__________________ " ' Date '�-� ""__..... TimePeriod Anl : 1993 TOTAL ;zY ' y ect No.HALM0001 YZd:PM PK HR Area T- -=-----=--------___ ---City/State:LAKE OSWEGO, OR Type: C�3q XOther r �' `� I -_____---_`----__----_CAPACITY ANALYSISWORKSHEET- -_ ~--------__�"______ r LANE GROUP I Adjusted 4 5 - --------6------=---_--=-ftmftftfts==_= I1 Ad.Sat Flow Ratio 7 / 9 2 Flow Rate Flw.Rt Green Lri.Grp C Appr. Mvmt. vs Ratio / Crit. - - (vph) (vphg) 3/4V/s g / C caAph. Ratio 7 4x6 Lane EB E22 - 1701 0. 013 - _ ______ _3/f_= Group , P 13132 - 3582 0. 013 0. 023 40 -0.554 I --... ..-- -_130_---- _1514 0. 086 - 0.557 1994 0. 658 *** 0.557 843 0. 154 } A 26 15 N - - IWB 952 - 3558 0.268 - 0.55 39 w0. 658s ***` � i , - 1981 0.481 NB D 211 '"_`"_ ...... !r I P - 1042 0.202 - , 36 - 1514 0. 024 - 0. 307 320 0. 658 **,� 0.307 465 0. 077 - 4 ISB D 77 - 1068 0, - P 1 - 0720.307 z '. 1514 0. 092 329 0.234 - •-0.307 465 0. e Length- 80. 0sec, ime/C Lost T 299 ycle,L= 9. Osec, S(v/ ci= LANE GROUP DIAGRAMS-[*** ) 0.584, Xc=0. 65 = PROTCTD, +++ = PERMTTll, ### PROTCTD IAA p ^•-------...___- ----------_—&_PERMTTD] E * + N P ------_ *** > ****> ****> . `' N y V [► f ' CARL H. BUTTKE, INC. , PORTLAND, OREGON, using NCAP by y PSI -- • �• w 1. Y 1 wr. 4 . ( I.d 1 y - F , - < - ♦9 C-19 Intersection:KRUSE WAY & DANIEL/MERCANTILE Date: 1993 TOTAL yst:JXZ TimePeriod Anlyzd:PM PK HR Area Type: CBD XOthe -ct No.HALM0001 City/State:LAKE OSWEGO, OR ' LEVEL-OF-SERVICE WORKSHEET I. I First Term Delay Second Term Delay Tot.Delay_&_LOS LANE 3 4 5 6 7 8 9 10 11 12 13 ;ROUP v/c Green Cycle Delay Lane Delay Prgrsn Lane Gp Ln Apprch Apr A •----- Ratio Ratio Length d1 Group d2 Factor Delay Gp Delay LOS ' ;': 1 2 X g/C C sec/veh Cap,c sec/veh PF sec/veh LOS sec/veh Tbl ip My (sec) (vph) T.9-13 (6+8) *9 9-1 9-1 < A 0. 554 0. 023 80. 0 29. 38 40 10.85 1. 00 40.23 E "" 7;B E 0. 658 0. 557 80. 0 9. 43 1994 0.57 0. 85 8 .50 B 8.72 B P 0. 154 0. 557 80. 0 6. 54 843 0. 01 0.85 5.56 B A 0. 658 0. 023 80. 0 29.45 39 20.83 1. 00 50. 28 E 1B N 0. 481 0. 557 80. 0 8 . 16 1981 0. 15 0.85 7 . 06 B 8. 21 B 4+ s dB D 0. 658 0. 307 $0. 0 18.28 320 3 .39 0.85 18 .42 C 17.58 C r " P 0. 077 0.307 80. 0 14 .93 465 0. 00 0. 85 12. 70 B ., .. SB D 0.234 0. 307 80. 0 15.71 329 0.07 0. 85 13 . 41 B 13 . 62 B • 0. 299 0.307 80. 0 16. 05 465 0. 11 0. 85 13 .74 B -rsection Delay 9. 57 sec/veh, Intersection LOS B Table 9 . 1 , " ' '' LANE GROUP DIAGRAMS-[*** = PROTCTD, +++ = PERMTTD, ### = PROTCTD & PERMTTD] ' t A A D A E N P ^` ► * + '�f ,f i.. „1, *** ****> ****> ****y ++++ J + + V V CARL H. BUTTKE, INC. , PORTLAND, OREGON, using NCAP by PSI e • , a '.. ' •, ai M. •4 , { 4 d � 1,'_ rG a :''' ;'' . A.: ..',.. • r C-20 INPUT WORKSHEET ` ', , Intersection:KRUSE WAY & DANIEL/MERCANTILE Date:2pDp BACKGROUND TimePeriod Anlyzd:PM PK HR Area Type: CBD XOth P ect No.HAL•M0001 City/State:LAKE OSWEGO, OR _. - FL1 .'�� ��... (VOLUME AND GEOMETRICS = =c ' - '' DANIEL N/S ST. A ( 195) 10 ^ ' SB TOTAL 1 1 < I I > 12.0 I1045 <- [1085] -WB TOTAL (N) 130 40 25 RT12.0 LTH 30 v III NORTH `- v <^--RTH-12 . 0'-1 <_._-TH--12 . 0' -1 1-12. 0'-LT---A V---LT-12 . 0'-1 2-12. 0'--TH---> ' IDENTIFY IN DIAGRAM 1-•12. 0'-RT---v r. 1.Volumes ." �--_. r 2 .Lanes, lane widths - . < > I3 .Movements by lane 25 LTH RT MERCANTILE 12. 0 I E/W STREET 4 .Parking locations I .. 5 .Bay storge ingths - 12. 0 25 ' I6. Islands [1545] ->1380 1 1 170 <A> 30 . ' E/B TOTAL [ 225 7 .Bus stops V 140 ) TRAFFIC AND ROADWAY CONDITIONS N/B TOTAL lAp] _: (d) HV AdN•Pkg.Lane Buses PHF Cnf.Ped Pedstrn Button Arr. t. "* (Nb) (pd/hr) Y/N Mn.Time Typ- IEB +0. 0 1. 0 N 0 0 WB +U. 0 2 . 0 0.92 10 Y 9 3 ! ,� N 0 0 0. 97 10 Y 9 3 Y " NB +0. 0 1. 0 N 0 0 0. 83 10 SB +0. 0 1. 0 N 0 21 3 0 0.72 10 Y 21 3 00 Grade:+up, -down " ._ Nb:buses stopping/hr Min.Timing: min.green for ` , - RV:veh. > 4 'whls PHF:peak-hour factor pedestrian crossin r Nisi:pkg.maneuvers/hr Cnf.Peds:Cnflctng peds/hr Arr. yp T1-5g ,,• e: Type 1 _ PHASING =====--= k; * A D * +Y: a - I <+*+> ***** <***** A V * s G v • R A * M * *tr r v °t ;, Tim- G- 0. 0 G= 0. 0 G= 0.0 G= 0. 0 G= 0. 0 G= 0. 0 G= 040 G= 0. 0 d. rt gin , ing Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= O Y+R= O Y+R= O Y+R= 0 ' M __ .'1/Act I A A A , • • Y Protected turns: •****^ a 1 I Permitted turns. ++++ I cycle Length 80 Sec y ocoo CARL H. BUTTKE INC. PORTLAND, OREGON, using NCAP by PSI Y4 SI I i J�•• } t! Y d J I � 1 ��a \,, 4 1 S 4 1 \ C-21 V''' • ersection:KRUSE WAY & DANIEL/MERCANTILE Date:2010 BACKGROUND---- - \ �; >-,yst:JXZ TimePeriod Anlyzd:PM PK HR Area Type: CBD XOthe • ,. I ' ect No.HALM0001 City/State:LAKE OSWEGO, OR - CAPACITY ANALYSIS-WORKSHEET ---- -- - - -- - LANE GROUP 3 4 5 6 7 8 9 .L--- Adjusted Ad.Sat Flow Ratio Green Ln.Grp v/C Crit. <, 1 2 Flow Rate Flw.Rt Ratio Capac. Ratio ? IAppr. Mvmt. v s v/s/ g / C c,vph X Lane (vph) (vphg) 3/4 4x6 3/7 Group A 27 1701 0. 016 0. 023 ~38 -0.705 - 1575 - 3582 0. 440 - 0.541' EB E 1936 0.813 *** P 152 - 1514 0. 100 - 0.541 818 0.186 A 31 1693 0. 018 - 0. 023 38 0.813 *** \ WB N 1141 - 3559 0. 321 - 0. 541 1924 0. 593 NB D 235 - 891 0. 264 - 0.324 289 0.813 *** P 36 - 1514 0. 024 - 0.324 491 0. 073 - s' SB D 91 - 953 0. 096 - 0.324 309 0.294 - • P 181 1514 0.120 0.324 491 0.369 - x ? le Length= 80. Osec, Lost Time/Cycle,L= 9. Osec, S(v/s) ci= 0.722, Xc=0. 813 . 1' • (. '. ; (LANE GROUP DIAGRAMS-[*** = PROTCTD +++ = PERMTTD, ### PROTCTD & PERMTTD] \.. A A D ^ E N P * + **** ****> ****> ****> ++++ y \• + + ``• J v v \ CARL H. BUTTKE, INC. , PORTLAND, OREGON, using NCAP by PSI • 1• . , . ', a 4' ` s.a • • y "M /Y '7 e .r • I A a,M , K`t. + Y , •.i n �, ' .. . w. •.. P ! t J:. \ •r ay. • U Y �. §f r CY Intersection:KRUSE WAY & DANIEL/MERCANTILE Date: 2010 BACKGROUND Analyst:JXZ TimePeriod Anlyzd:PM PK HR Area Type: CBD XOther 4 IP 'ect No.HALM0001 City/State:LAKE OSWEGO, OR LEVEL-OF-SERVICE WORKSHEET ,r First Term Delay Second Term Delay Tot.Dela • }: .= LANE 3 4 5 6 7 8 9 10 11 12 13 ROUP v/c Green Cycle Delay Lane Delay Prgrsn Lane Gp Ln Apprch Apr ---- Ratio Ratio Length dl Group d2 Factor Delay Gp Delay LOS , 1 2 X g/C C sec/veh Cap,c sec/veh PF sec/veh LOS sec/veh Tb1 w} 'p My (sec) (vph) T.9-13 (6•1•8) *9 9-1 9-1 ,41, A 0. 705 0. 023 80. 0 29. 52 38 27.73 1. 00 57.24 E PB E 0. 813 0.541 80. 0 11.45 1936 1. 97 0. 85 11.41 B 11. 65 B P 0. 186 0. 541 80. 0 7 . 13 818 0.01 0.85 6. 07 B A 0. 813 0. 023 80. 0 29 , 59 38 48.86 1. 00 78.45 F =Y' B N 0. 593 0. 541 80. 0 9 .45 1924 0. 37 0. 85 8.34 B 10. 19 B _ t B D 0. 813 0.324 80. 0 18 .85 289 10.99 0.85 25.36 D 23.60 C P 0. 073 0. 324 80. 0 14. 21 491 0. 00 0.85 12. 08 B ..B D 0. 294 0. 324 80. 0 15.34 309 0.16 0.85 13 .18 B 13 .45 B P 0. 369 0. 324 80. 0 15.76 491 0.22 0.85 13.58 B I rsection Delay 12 .23 sec/veh, Intersection LOS B Table 9. 1 ' LANE GROUP DIAGRAMS-(*** = PROTCTD, +++ = PERMTTD, ### = PROTCTD & PERMTTD) D A E N P **** ****> ****> ****> ++++ '' V V CARL H. BUTTKE, INC. , PORTLAND, OREGON, using NCAP by PSI 44 004 • 6 • : • µ r At 1 4 4. .. • •4 1 e. R.a - •' it r Y f C-23 _ 7 ` • '' 1 INPUT WORKSHEET --- , . t rsection:KRUSE WAY & DANIEL/MERCANTILE Date:2010 TOTAL Yst:JXZ TimePeriod Anl zd:PM PK HR Area Type: CBD XOther , t1 . ; Project No.HALM0001 City/State:LAKE OSWEGO, OR f ( VOLUME AND GEOMETRICS DANIEL N/S ST. [ 195) 10 ^ SB TOTAL 1 1 - "' I I I 12.0 1045 <- [1085] ( I < V > 12. 0 -WB TOTAL r III 130 40 25 RT LTH 30 v . , < > NORTH V <^--RTH-12.0'-1 ` <---TH--12. 0'-1 1-12.0'-LT---^ v---LT-12. 0'-1 2-12. 0'--TH---> ` ' IDENTIFY IN DIAGRAM 1-12 . 0'-RT---v ^ . • ' 1.Volumes < > 2 .Lanes, lane widths LTH RT MERCANTILE t I3 .Movements by lane A 25 12. 0 I E/W STREET 4 .Parking locations - I 12. 0 75 ' 5. Bay storge lngths [1550] ->1380 1 1 185 <^> 30 I6 . Islands E/B TOTAL - y 240] 7 .Bus stops v 145 N/B TOTAL „ TRAFFIC AND ROADWAY CONDITIONS \-t, ``;, rd. % HV Adj .Pkg.Lane Buses PHF Cnf.Ped Pedstrn Button Arr. (%) Y/N Nm (Nb) (pd/hr) Y/N Mn.Time Typ IEB +0. 0 1. 0 N 0 0 0.92 10 Y 9 3 `' WB +0. 0 2 . 0 N 0 0 0.97 10 Y 9 3 ',4 NB +0. 0 1. 0 N 0 0 0. 83 10 Y 21 3 ''• 1SB +0. 0 1. 0 N 0 0 i 0.72 10 Y 21 3 k,7 ;' ': Grade:+up, -down Nb:buses stopping/hr Min.Timing: min.green for (HV:veh. > 4 'whtis PHF:peak-hour factor pedestrian crossing "� Nm:pkg.maneuvers/hr Cnf.Peds:Cnflctng peds/hr Arr.Type: Type 1-5 PHASING •4 _ -_ _ t• -` • `. * A D * + :...:. I <+*+> ***** <***** 1 A V * G V e: <+*+> ***** *****> • y M * +. * V Tim- G= 0. 0 G= 0. 0 G= 0. 0 G= 0.0 G= 0.0 G= 0. 0 G= 0. 0 G- 0.0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+r= 0 Y+R= 0 .. d/Acti A A A a la Protected turns: ****^ 0000^ i Permitted turns: ++++A I Cycle Length 80 Sec ` , " CARL H. SUTTI<E, INC. , PORTLAND, OREGON, using NCAP by PSI F Y W • N •. C-24 N ^— t '~ — M Cntersection:KRUSE WAY & DANIEL/MERCANTILE Date:2010 TOTAL A st:JXZ R ' TimePeriod Anlyzd:PM PK HR Area Type: CBD XOther I: , `` ; � IP ct No.HALM0001 City/State:LAKE OSWEGO, OR - =_____ CAPACITY ANALYSIS WORKSHEET 1 I LANE GROUP 3 -4 + -...__ _ = == 5 6 7 8 9 1�yr Adjusted Ad.Sat Flow Ratio Green Ln.Grp v/C Crit. • err '` I 1 2 Flow Rate Flw.Rt Appr. Mvmt. v Ratio Capac. Ratio ? (vph) (vphg) 3�/s4 g / C c,vnh X Lane 4M6 3/7 Group -==•=same =m==== ======= === ' I A 27 - 1701 0. 016 - ----- -- EB E 1575 - 3582 0.440 - 0. 022 38 0.719 -- 0.530 1898 0.830 ** P 158 - 1514 0. 104 - 0.530 802 0. 197 A 31 1693 0. 018 - 0.022 37 0.830 *** r. WB N 1141 - 3559 0.321 0.530 1886 0. 605 - 4V INB D 253 908 0.279 - 0.336 305 0.830 *** P 36 - 1514 0. 024 - 0.336 508 0. 071 SB D 91 - 913 0.100 - _ P 181 0.336 307 0. 297 - 1514 0. 120 - 0.336 508 0.356 IC e Length= 80. 0sec, Lost Time/Cycle,rr.,= 9. 0sec, S(v/s) ci= 0.737, Xc=0.83 ( i r $10' •. 7 LANE GROUP DIAGRAMS-(*** = PROTCTD, +++ = PERMTTD, ### = PROTCTD & PERMTTD] t^ , I A D E N P ,_ * + F'a `. **** ****> ****> ****> ++++ + + • v v i [Vy• —•— CARL H. BUTTKE, INC. , PORTLAND, OREGON, using NCAP by PSI n 4 I .1 • 1i a.�• ;• �� ; M isf, i • y. b 1 .I• S t [ r !• Y♦ a e. • tr >!, ) 6. .t r ` �' C-25 :f Intersection:KRUSE WAY & DANIEL/MERCANTILE Date:2010 TOTAL yst:JXZ TimePeriod Anlyzd:PM PR HR Area Type: CBD XOthe ' a I ect No.HALM0001 City/State:LAKE OSWEGO, OR LEVEL-OF-SERVICE WORKSHEET "" First Term DelaySecond Term Delay�_ � Y Tot.Delay_&_LUS ' TtANE 3 4 5 6 7 8 9 10 - 11 12 13 ., \' ROUP v/c Green Cycle Delay Lane Delay Prgrsn Lane Gp Ln Apprch Apr Ratio Ratio Length d1 Group d2 Factor Delay Gp Delay LOS 1 2 X g/C C sec/veh Cap,c sec/veh P ' sec/veh LOS sec/veh Tbl p Myr(sec) (vph) T.9-13 (6+8) *9 9-1 9-1 ...._= _===..==== •H A 0. 719 0. 022 80. 0 29 . 54 38 30.42 1.00 59.96 E t'B E 0. 830 0. 530 80. 0 11. 99 1898 2.32 0.85 12 . 17 B 12. 38 B , P 0. 197 0. 530 80. 0 7. 50 802 0. 02 0.85 6.39 B ,'` + .'' A 0. 830 0. 022 80. 0 29. 62 37 53 . 61 1. 00 83 . 22 F % 144" B N 0. 605 0.530 80. 0 9.89 1886 0.41 0.85 8 .76 B 10.72 B - ;;; B D 0.830 0. 336 80. 0 18 . 60 305 11.81 0.85 25.85 D 24 . 09 C 1 ,.. • P 0. 071 0. 336 80. 0 13 .75 508 0. 00 0.85 11. 68 B �B D 0. 297 0. 336 80. 0 14 .90 307 0. 17 0.85 12. 81 B 13 . 01 B 1•; ; 0. 356 0. 336 80. 0 15.24 508 0. 19 0.85 13 . 12 B • .40 ' ,•, : , ( • + ersection Delay 12 . 84 sec/veh, Intersection LOS B Table 9. 1 LANE GROUP DIAGRAMS-(*** = PROTCTD, +++ = PERMTTD, ### = PROTCTD & PERMTTD) ' I A * D + E N P **** ****> ****> ****> ++++ . CARL H. BUTTKE, INC. , PORTLAND, OREGON, using NCAP by PSI : • `y • 1 . r t. 4 { it • ' .i • o Y' A' re J . . . ; , g•; . • ' • , • , #,, ,,. ,. ‘t • , • • " .s• • ‘•' ' • • • • • • .,• ., • • "' •" - • ••• • "1 ; • ,‘ • • • • .• •. ' • •h A " ' , • ••• ,‘" D-1 APPENDr< D: U1VSIGN,4JLIZED INTERSECTION cApAcrri CA,LCUI,ATIONS • .1 • t: „.. . . , •- . „ • r • '\ •••••. • • • .1 • • • , ' • -' • .• ' • * , • * • • -•• • = • • " .* • . • • . a °'" II ' 1 a w ° I • • .. , ,•` .• . K , - . , .,••1,1 '..' . r •' 9 D-2 OCATION:BOONES FERRY & DOUGLAS -- INAME:JXZ ,, .• NO Y VOLUMES VOLUMES IN PCPH f r <N Major street:BOONES FERRY _ 2 = -_ <---VS-- 895 ==mw,=____ -•-____-_ ► :, rade 1030---V2---> v---V4--- 40 ---V2--- _<---V5---y ___ 0 V3---v N= 2 > v---V4--- ate of Counts: < > __ V3 ��= 40 1993 BACKGROUND V7 V9 X STOP s Time Period: V7 V9 20 170 YIELD I I M PK HR 20 70 Grade .pproach Speed: Minor Street: • 40 DOUGLAS IIF: 0.85 =Ni 0 ulation: ` oh 500000 r t'• VOLUME ADJUSTMENTS _._=___-==w{rs,s'carsexarxae==ems=- C"`-``CCCCCCa +i i, movement no. 1 I 2 3 I 4 I 5 I 7 I olume (vph) I 1070 I 30 I 40 I 895 I 20 I 70 Vol (pcph) ,see Table 10. 11XXXXXXXXIXXXXXXXX 40I _, > 1 _. I lxxxxxxxXi 20 I 70 :; : RT From Minor Street I ` Conflicting Flows, Vc > �_-_ -• :ritical Gap, Tc 1/2 V3+V2= 15 + 535 = 550 vph(Vc9) .potential Capacity, Cp Tc= 5 secZ (Tab. 10. 2) Actual Cp9= 670 pcpr; (Fig. 10.3) Capacity, '-v Cm9=Cp9= 670 pcph s, .TEP 2 : LT From Major Street I v-- V4 ' ^onflxcting Flows, Vc === f ,ritical Gap, Tc V3+V2 30 + 1070 = 1100 vph(Vc4) Tc= 5 secs (Tab. 10.2) Potential Capacity, Cp �., .' of Cp utilized and Impedance Factor (VCp4- 350 pcph P4= . ,ctual Capacity, Cm ) Cm4=Cp4)X1350 11.4% P4= .93 = = (Fiq.105 -= p pcph STEP 3 : LT From Minor Street _-„ ========= I <-\ V7 :onflicting Flows, Vc = - ____ 1/2 V3+V2+V5+V4= 15 + 1070 + 895 + 40 = 1700 vph(Vc7) critical Gap, Tc potential Capacity, Cp Tc= 6.5 secs (Tab. 10.2) `, Actual Capacity, Cm Cp7= 85 pcph (Fi . 10.3) Cm7=Cp7XP4= 85 x .93 = 79 pcph SHARED LANE CAPACITY SH _ V7+V9 ( ) / ( (V7/C'm7) +(V9/Cm9) ) if lane is shared . • r CR • " .,. '70 ENT V(PCPH) CM(PCPH) CSH PCPH CR LOS LOS j (CM-V) (CSH-V) CM CSH : 1 : 7 20 _ 79 252 = =_=== 9 70 670 252 600 162 A 9 162 E D r 1 Ax t fi.. 1} J+;.•,/.. 5, $, a ., � �r `i .. .. f .i .. •,'.. l� fJ' .��� \ *f.•/ 1,\- ]r 5 K ! r �r - D-3 4 40 350 310 V K w y A • • • f %t Y,.•t..r •'iY i �.Y;r.rlr• Y 1♦ • 4 5', t •` a f u • • • • • .r. `i. M"• �� t A • k +try + r F_ •. � _ , �; ■ ' D-4 " I 0 TION:BOONES FERRY & DOUGLAS INAME:JXZ r ' H•- 4 Y VOLUMES VOLUMES IN PCPH ' <N Major street:BOONES FERRY -- w - __ ------ =__ft== --=____ }, - 2 <----V5--- 895 <---V5--- ./ rade 1070---V2---> v- -V4--- 45 ---V2---> v----V4--- 45 r 0% 30---V3---v N= 2 _--V3---v --- f • r <1 � > -===== < I > ate of Counts: 1993 TOTAL V7 V9 X STOP V7 V9 1'` Time Period: I I YIELt) I I • M PK HR 20 85 20 85 ` pproach Speed: Minor Street: Grade ' '� 40 DOUGLAS 0% -1-IF: 0. 85 N= 1 . . opulation: 500000 =-= _=...m m====.-.==,==a_--. ==_. VOLUME ADJUSTMENTS : .:ovement no. I 2 I 3 I 4 I 5 I 7 I 9 I olume (vph) I 1070 I 30 I 45 I 895 I 20 I 85 I Vol pcph) , see Table 10. 1IXXXXXXXXIXXXXXXXXI 45 IXXXXXXXXI 20 I 85 I 1 . RT From Minor Street I /-> V9 __ s'• �'' - Conflicting Flows, Vc 1/2 V3+V2= 15 + 535 = 550 vph(Vc9) . ' :ritical Gap, Tc Tc= 5 secs (Tab.10.2) :otential Capacity, Cp Cp9= 670 pcph (Fig. 10.3) .., Actual Capacity, Cm Cm9=Cp9= 670 pcph : " MEP 2 : LT Prom Major Street I v-- V4 • ---- - -- _ _-_____ = Conflicting Flows, Vc V3+V2= 30 + 1070 = 1100 vph(Vc4) "" :ritical Gap, Tc Tc= 5 secs (Tab.10.2) « r'otential Capacity, Cp Cp4= 350 pcph (Fig.10.3) of Cp utilized and Impedance Factor (V4/Cp4)x100= 12.9% P4= .92 ►ctual Capacity, Cm (Fig. 10.5) Cm4=Cp4= 350 pcph • •' - .--- _ -.__==_=_>=.. _ a STEP 3 : LT Front Minor Street I <-\ V7 :onflicting Flows, vc 1/2 V3+V2+V5+V4= ' 15 + 1070 + 895 + 45 = 1700 vph(Vc7) t � ' Critical Gap, Tc Tc= 6.5 secs (Tab.10.2) M $otential Capacity, Cp Cp7= 85 pcph lFig.l0,3) Actual Capacity, Cm Cm7=Cp7xP4= 85 X .92 = 78 pcph ;HARED LANE CAPACITY SH = (V7+V9) / ( (V7/Cm7)+(V9/Cm9) ) if lane is shared 0 :' .v, « ' , ' CR CR LOS LOS r .• '` `MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM-V) (CSH-V) CM CSH • +, " , -. =_ , . 7 20 78 274 58 169 E D 9 85 670 274 585 169 A D ;r J , ' l D-5 4 45 350 305 B • • , qq m•. j • 4 x x r ,l n 1 "T • • • _• K x r •• y.. . • • • • • • • • h ` f • 1,4 1 • 1 }' 1 rt } . ry r}, I D-6 ; . r ,0 ION:BOONES FERRY & DOUGLAS 1NAME:JXz HO Y VOLUMES •~ VOLUMES IN PCPH <N Major street:BOONES FERRY •.,,t4 ` r= 2 <---V5--- 970 <---V5--- trade 1160---V2---> v---V4--- 45 - V2---> v---V4--- 45 :, 0% 35---V3---v N= 3 ---V3---v -^--- = <I I > -- --- ==mm <( ( > )ate of Counts: • i 2010 BACKGROUND V7 V9 X STOP V7 V9 = Time Period: 1 1 YIELD 1 1 " )M PK HR 20 75 20 75 1 „ -ipproach Speed: Minor Street: Grade r 40 DOUGLAS 0% ' 'HF: 0. 85 N= 1 4 'opulation: 500000 VOLUME ADJUSTMENTS movement no. 1 2 1 3 1 4 1 5 1 7 1 9 a ` iolume (vph) 1 1160 1 35 ( 45 1 970 1 20 1 75 1 Vol ( cph) , see Table 10. 11XXXXXXXXIXXXXXXXX1 45 IXXXXXXXXI 20 I 75 1 =411 ____ , 1 : RT From Minor Street ( /-> V9 • - ca .' ', Conflicting Flows, Vc 1/2 V3+V2•- 18 + 580 = 598 vph(Vc9) �ritical Gap, Tc Tc= 5 secs (Tab. 10.2) � ' Potential Capacity, Cp Cp9= 632 pcph (Fig. 10.3) P Actual Capacity, Cm Cm9=Cp9= 632 pcph ,_4• STEP 2 , LT From Major Street v-- V4 , 0-' Conflicting Flows, Vc V3+V2= 35 + 1160 = 1195 vph(Vc4) 41 -• :ritical Gap, Tc Tc= 5 secs (Tab. 10.2) '• . Potential Capacity, Cp Cp4= 307 pcph (Fig. 10.3) tY ' '.'.f % of Cp utilized and Impedance Factor (V4/Cp4)x100= 14.7% P4= .9 " actual Capacity, Cm (Fig.10.5) Cm4=Cp4= 307 pcph '' I „ STEP 3 : LT From Minor Street ( <-\ V7 • 7.'onf1icting Flows, Vc 1/2 V3+V2+V5+V4= 18 + 1160 + 970 + 45 = 1700 vph(Vc7) . Critical Gap, Tc Tc= 6.5 secs (Tab.10.2) r •,�' Potential Capacity, Cp Cp7- 85 pcph (Fig.10.3) •'.4` -•. Actual Capacity, Cm Cm7=Cp7xP4= 85 x .9 = 77 pcph r SHARED LANE CAPACITY SH = (V7+V9) / ( (V7/Cm7)+(V9/Cm9) ) if lane is shared � • CR CR LOS LOS MOVEMENT V(PCPH) CM(PCPH) CSH(PCPH) (CM-V) (CSH-V) CM CSH ',,,� ~- y'7 20 77 251 57 156 E D ,9 75 632 251 557 156 A D `A,' y♦` .;.' ' --• • • D-7 • 4 45 307 262 •r •• * • :•• • ' .• ' ;.*' • ; • "' • •• • •• • • . • '24' ••••• , • • *;;.• r• .'„ • , . . .,••• , ; • .` •,b • ••-•• ,°.•, , • • , . . , • • • . • , ,•• &;• . . • -4 • • • -• , • . • •- • „, fin \ 4 A 1 H .{n A 7 . 1 I Y . 4y1 k ,•. ra ,' D-8 -� k • �� OCATION:BOONES FERRY & DOUGLAS (NAME:JXZ H . Y VOLUMES _ . • t' VOLUMES IN PCPH d a <N • v� Major street:BOONES FERRY : ' • Nra2 1160- <-_-V5--- 970 -,_____-_ ....._'_ Y. ' ° _-V2---> v- -V4--- 50 - V---V4-_- 50 - > N= 3 ---V3---v I I ____ =-- --__== <ate of Counts: I> --• •- �" ' ., 010 TOTAL V7 V9 X STOP Time Period: I I YIELD i7 I DM PK HR 20 90 20 90 Pproach Speed: Minor Street Grade ` M 0 DOUGLAS 0% • PHF: 0. 85 N= 1 111 'opulation: 500000 " VOLUME ADJUSTMENTS =,r. n tovement no. I 2 I 3 I 4 I 5 I 7 I 9 I ` ' Volume (vph) I 1160 I 35 I 50 I 970 I 20 I 90 •'ol (pcph) , see Table _----r10 1lxxxxxxxxlxxxxxxxxl 50 IXXXXXXXXI 20 I 90 I 1 RT From. Minor Street ==_a_== ,.,,' ''. ,' ".' 339 C Conflicting Flows, Vc - _'=`==Q= ===__'�_-_ ` ritical Gap, Tc 1/2 V3.1-V2= 18 + 580 = 598 vph(Vc9) 10 - . .. < potential Capacity, Cp Tc= 5 secs (Tab. 10.2) , '" Actual Capacity, Cm Cp9= 632 pcph (Fig. 10.3) ' Cm9=Cp9= 632 pcph STEP 2 v-- From Major Street I _-__=___ •_ V4 cy ' nflicFlows, Conting Vc = ,` • `oflicl np, V3+V2= 35 + 1160 = 1195 vph(Vc4) Tc= 5 secs (Tab. 10.2 ` . )otential Capacity, Cp ) Cp4= 307 pcph 1; v of Cp utilized and Impedance Factor 4 . (V4/Cp4)X100= 16.3% P4= :' Actual Capacity, Cm .89 (Fig. 10.5) Cm4=C 4= 307 P pcph STEP 3 LT From Minor Street I <-\ V7 :onflicting Flows, Vc `__`-_'==__ • 1/2 V3+V2+V5+V4 K Critical Gap Tc 18 + 1160 + 970 + 50 = 1700 vph(Vc7) q potential Capacity, Cp Tc= 6.5 secs (Tab. 10.2) w •'• ; , actual capacity, Cm Cp7= 85 pcph (Fig.10.3) ,'Cm7=Cp7�tP4= 85 x .89 76 pcph Y•.� __ter ,.• ' nl SHARED LANE CAPACITY SH = (V7+V9) / ( (V7/Cm7)+(V9/Cm9) ) , if lane is shared CR CR LOS LOS M ENT V(PCPH) CM(PCPH) CSH PC. H , ( ) (CM (CSH�V) CM CSH r_ram. ==== =- = r_a 7 2 0 ==== ---i-== 76 2'71 56 161 E D • 9 90 632 271 542 161 A D �• 4 50 257 F • C • .r r ' .. s D-9 40 I ` APPENDIX • ; .', ,',..:' '..%, ...., ...“: , . , ... . . . :.. ...., , ' Vorksheets For Use In The Analysis of MI-Way Stop-Controlled Intersections T ''' INPUT WORKSHEET Intersection: ._._ Da-•u is i . r,-' Q.t el.v r.,J A Date: /Rq 2- '' llr Analyst: ) Xi. 2 „ Time Period Analyzed: pM !2l`. ry/1 t' 4 Project No: !'r�t L :r,� City/State: Let46, (rti tJe'... )y'+ , �r ,-S i GEOMETRICS: I NS Street: I.>llta"t 1 b t -Tj_.././/' V\ 0 North IDENTIFY IN bIAGRAM: III EW Street i ttt-1 in I. Number of lanes „/ 4 2. Movements by lane 3. North arrow 1 K 'tY N •V TRAFFIC VOLUMES: -' Approach LT TH RT Total Pill/ ED W13 ,j 0 tJ- J-• , P)S _ ND 0 �?. • S /S 22,) 0 , s© �S 3,-)c 0 Lk LP , e p, A y,. Y✓w r t o ' . t... .. , x •.I t t__} r i ' ' _,± ?..1 a A cif ' r D-yo :. r r ~ I Y , VOLUME SUMMARY WORKSHEET ( C13 ( WB I. IM3 ( `ill '. A (1)LT • Volume 0 S ' _.. 5(2)TH Volume O D 7- l5 ` I ' (3) PT Volume h r ' , 1, (4)Peak Hour Factor h . Q U s' ,q 3 $n ♦ V C! Cl (5)'T Flow Rate,(1)/(4) 0 - 0 63 — (6)Tli Flow Rate,(2)/(4) CI — ' f.5 Z$'9 p3 (7 .) RT Flow Rate.(3)/(4) j / j l7 w` (8)Approach Flow Rate,(5) 4 (6) + (7) a .c.q >,)7 .S-0& (9) Proportion LT,(5)/(8) •7 'y r,. 0 • C0 0 ,l .y. (10)Proportion RT,(7)/(8) 0 O p 7 0 (11)Opposing Approach (Direction) li/4 1; 6 47,l Na (12)Conflicting Approaches(Directions) NA.Sty N,,, St r,i, 6.41 E:t , 0.43 (13)Subject Approach Flow Rate 0 S7 -?7 Snb (14)Opposing Approach Flow Rate S- 0 so 6 2.7 7 4 (15)Conflicting Approaches Flow Rate 7±3 2Rr ?, ;=f Sg, (16)Total Intersection Flow Rate,(13)+(14)+(L5) g04, ,91q'2 PjlJ.,r-- (9,4,,2,, ,.., , (17)Proportion,Subject Approach flow Rale,(13)/(16) ,0 .33 .ho aY • 4. r + ` (18)Proportion,Opposing Approach Flow Rat;(14)/(16) ,(�7 (j , / t; . • 33 -' A(19)Proportion,Conflicting Approaches Flew Rate,(15)/(16) ' 93 . y j 7 p ? A . o (20)LT,Opposing Approach r 0 S5 / — ,a 0 ` (21) RT,Opposing Approaches l Jf� O 0 / f (22)LT,Conflicting Approaches ., t-S .S.i 5- S • t (23)RT,Conflicting Approaches /C IS IP5• 1AC— r 1: " (24) P....`,...,. (J rl.. Approach,(_^1 r ,0 L!a * n ,1� ;D • '. (25)Proportion RT, Opposing Approach,(21)/(14) +7/7 0 . M 0 SOS (26) Proponion LT,Conflicting Approaches.(22)/(1.) •D7 .07 .Q$ +OCX (27)Proportion RT,Conflicting Approaches.(23)/(15) 4 a 2, , D'& • .7/k9 ` /' ' i a.: __ L • 4 4 �r , •'t ,. I�• L. �' + \"el r °it �r'` rJ.'�f., t r , --11 y1 D n • df 1 r _ CAPACITY d�NA1.YS1S WORI:SJfE T - '-- I ED ( ti ti yD SR (1)Proportion,Subject Approach Flaw Rate —_ o .b 33 60 (2)Proponton,Opposing Approach Flow Rate 1 0 0 .6 0 . }; .> (3)Lams on Subject Approach d / (4)Lanes on Opposing Approach / 0 / / (S) +1000 x(1) • , D o 33c� lj0r. • f .',' (6) +700 x(2) — a Z./•'20 Z�I (7) +200 x(3) (8)-100z(4) - / / O //0a o0 Z70 rfSo c!31 (10)Proportion LT,Opposing Approach 4; (11)Proportbn RT,Opposing Approach 0 (12)Proportion LT,Conflicting Approaches 7 (13)Proportion RT,Conflicting Approaches al 02. .26 .24, 0 .,-... . (14)-300 x(10) p • (16)-300 x(12) 24 J (17) +300 x(13) / 2,7 (18)(14)+(IS)+(16)+(17) y'S- 1 I 11 (It •••4 .•- ',.... 7. (19)Approach Capacity,(9)+(16) C l D7.°' 1j( F 1 ••f.t ' t'• I ,,i0 pY , x; Y .t♦.. i �,A' ',y'n A I 1 r µ •_ry ` t ' Y 1,•�0 ' ' Y ,0 1 _ • • • , ° y.L . _ t , D-17. LEVEL OF SERVICE W4°ORKSHEET , �' �; — I 1 WB NAe'' . (I)Approach Flow Rate SR 177 ' ` (2)Approach Capacity \\ ZS 'p�� ,_ 1Ii ' • (3)Vofuroc/Cpa Ratio,(I)/(2) ° � . � Volume/Capacity ytry (4)Delay ' er)3.8 x(3) ) 1 3 ,*:> ':� (5)Level of Service(from table) 1 /� /_1 ° t , { t , w'. s Average Delay (Intersection) = L� `Delay z Volume)_ �C �9 3 �7� tG s"r (� Volume 7 /�Level of Service (Intersection) _ A Level of Service Criteria LOS Average Stopped Delay,sec/veh A < S B S- 10 C 10.20 • D 20-30 r E 30-45 ' ` ';` F >45 kY ^• i • Ada l' . h0 • . y d t i,.. , • , y Mounting Details ••gyp'IrC,,•i ( •IN B t' • }c�♦ '+5� ft ',-.; ..'fin" • • e - VotOgrO.41.7"13;:e • '',V. , ,. :. I' ? ' ""SYt ,...1, .r1 4 t'',,M `. 'Field wire connections mad,here 1.'vt l♦r tiCi(sdltky •lit w ...: 1�¢I� ev111�` �.1.!•°+ x�r♦e�=�i I'N+.�u t#rli�'xi`x'� 41 (•, VA' u-w'-!-' t1. +,w� 'r,t } p. , K �01,14,.,t.lat# 4,. MN+, IA Standard mounting for aluminum #•v r11;,.»xl.,e e �y,v.'Vt.'',, } �i.A, r h na rw „ f'w't., „-.-, +rtr tordeal poles only ,4r v`fr •of; u4?i r i rY-w+�it♦.+.i rt1{'�* �t ` aY,a+i"`�1'+ ''1 %`ti ?41 M H�•�.a-UYC-�71 �..�p.� 2B r. rt'• W• l� w:'(,y.t,1`.i}'.,.°{�rf:('Iir , is . ." r+. '4'+' 2L ..it. ,1i" "'♦:. n v c 1S^ 'S_ t i.)t{A 1.,,,,7((f C♦j7' J k c S.iy` r y".,41,. t ♦ i �r �.� 7=y•3 tasfi5 4 r 9f jail 3T . . I. •l r - .' . . Sl ..2Fr. ;' ,i t:'t`i L at w . !Aylj )73 A•, _ ," W ' y }it k .yx •MwM5i YJA ' I r ) tLIxr+t , ,,,,,a ,.....„. ..: „. „...,,,,,., 4V1i t ,Yt} Sf + JW-si et .. ',,NH :,.. �.»a•> , i , , *, ... t,+' J , iI ,a ,v...I....11.1 ,. t-,i+.,A 4- tat M,." a �4t a'Na4. «, 4. + y r a ti, +" Optional wood pole mounting,Wood poles H , t I®-. 1A by others a ;,,if.G+ ' Y "=11.,t ,y.a�r1tF�(,r,�' L 4 `` yyi� e ;y J F, 4+iYdttr4,l��',vY'it�,�ir,�l f4rY 1 II " Y ( rr 1 " I i '':;F „ kPo.-,�' '.x•�'r"=, 1 �{u:.• 188 wall a!i ! ,,••} }•4't ' X 1WOptional wall mounting I•.-4V,"�linoI• N � z .,. <. for concrete walls only Ia n qI Y • , , , . aM ��t♦t y� Q},xt ., C11`^�wnr�)/ ,�1 , MP�rt'1 111 O t •}"••.. 1 P `t �Yr' {.4sa b e t 1 ''. .�*•,: •t �y..' L. :+, wall, by others 6"x 2thtl d .i,= i?" .i1iF:. 1 rr. .188 wall ,, a 1`M,fi"Y.♦.p71:1I4 "•%JteA�,}�n ! F �k.H `�P i ,a f ,,�•,{n t y n ,P,� ti' ,'y' n�,# i ,.f »'I i „ t 1"a 2U Optional cluster mounting for steel poles with •n. ;' ♦t, �7 , AV r 1 xa 'fiArli 2% pipe size tenon(21 OD.x 44"long), '� 7"tii rEui4ut 4! Ir,- a d :i�« ,4 • ' • far ,i4 x e ,.• } t. �, s Jlr rx ` � 11.1 3E A$r♦a ,,.' 13 A NA ,'' .''...tia- ei F _•1! if }t. . .. , :.,,.. 9 , . • . .. , ,.,. ....,,,,,q,,,,..„.... . „,,,,..„.„...,.:, .,........„ " „, ,___114 . . ...., ,,,,,...„ . ... . , ,..„. „.,„..„.4 4....,,44, '1,,:r7'1;•,,y41) 41.?-.•••,,,,' r,„.,..,; , ,.„, ., .4?t,„,..„ . EXHIBIT r. # • -f:.t �4 11.g It f J + '4 ' t. '4 y1 S l ' fixture Details 1' ,r a r, , 1 • .. ✓ 11 ti , 'ty I r y ,.1". I 1913/16" / 6 "1611/16» j Optional Photocell Receptacle • • • r , , T •. 1 4.r-.I.:*' ..'''' ... e . r " -- - iv' EKG401 f 4 -r-�- 70 watt to 250 watti ,• i'.. Y \\ _ 40-- Optional Lexan Shield----••• .' � __ __/ in place of glass. ! t 250 watts max. r 289/16" r 161416" ' ,, 9 , . ..,... 7 ,' r .Optional Photocell Receptacle , ... • �• r leg.1 _ ��4 EKG501 ' er �. 150 watt to 400 watt ySE a. N _ [� it ' ---"yam ' \• /A:—/Optional Lexan Shield\� ,�' „., r \�_` _ _ in place of glass. 250 watts max. `��/ ;� , 1, ` ,, See note in Ordering Information. ---333/4" a 1 LA 191/tel Pl . Optional Photocell Receptacle !, 1 II a. • r 1 F i f EKG601 'I 1000watt 0 • , 'i 1 0, •, Al.10 ,� S .y.,+ Specifications, Specifications, Standard Fixtures and Arms. Optional Equipment. r � ,,- ;S ' 'a + Fixture shall be Underwriters Laboratories listed for wet locations. Houseside Shielding shall Housing shall be fabricated from a one piece extruded aluminum consist of two shielding •,�;� ."�' •r , x side panel with mitered corners that are internally welded and components permanently "ml4„4 , sealed for weathertightness A press-formed aluminum top cover installed at the Kim factory g, shall interlock with the housing,and have a continuous seal of One component shall reduce �''., • ,.i+;z ja 4 r `' i, sibcone rubber resistant to weathering,moisture,UV and ozone Top light directly from the lamp k;�;,4',r,% c4" shall be peaked for increased strength and efficient water runoff and the other component shall r °�'� ttie F ,� 1'f),'r Opticalshallreduce reflected fight. (For �•Fle ' ' f s r` "" Chamber consist of a one piece hydroformed Kim r r<••, +., clear lamps only See catalrr i ��3 reflector with a highly specular Alzak processed surface and a ) 4 . • socket assembly Mogul base socket shall be mounted in a one A2 for photo d shah , . piece casting which is fully gasketed at the reflector surfa J.All Lexan�Shield shall be one , ,, '• .ti ,� r • wires to the socket shall be gasketed a►point of entry into the optical piece vacuum formed clear 1;7 "-.t,/ x f ; }, ' chamber Refle-ttor side walls and top shall be contoured so that no polycarbonate to operate with ;,1� s w ,it�r .. , r light is reflected back into the lamp arc tube,for optimum lamp life a maximum of 250 watts r S,t:;; •. t7 a" '� and performance.For EKG 401 series,reflector shall hinge down for (Shield may be used with ballast access using two quarter-turn latches,and snap out for 400W I-IPS in locations where �� ati' , „• , r x ,#t 4`,..!— ..n,s d installation ease.All MH lamps,all HPS lamps 200 watts and u outside air temperatures 7,' `.64,r FA �r,,.,j nax ;� , y and all MV lamps 400 watts and up shall be supported at the tip by during fixture operation will nut pr, �.•i s%Si,,4 r a harness.All High Pressure Sodium fixtures shall beprovided with exceed 85°F' Lexan Shield ,»9: tu,r r'}fi . c the appropriate 4KV or 5KV pulse rated socket. shall be semi-pyramidal in iir ,•zr�;"1,i,,kt�" t;�,'�,� .t• Lens Frame Assembly shall consist of a 3/16"thick impact resistant shape for high thermal ,l w, .+t��r� ta'���r�; o,• ,3 resistance,impact resistance - -•4- t;•;.1••!I ,r "k;, clear tempered glass lens enclosed by a one piece molded high and light transmission It shall =•ice ' -.,� °•"+ '` temperature gasket Lens and gasket shall interlock in an extruded replace standard glass lens as r • lluminum frame which shall hinge at the pole end,and shall close an integral part of the lens ' y ,.'• nd lightly seal the optical chamber by four gasketed vibration- g proof quarter-turn fasteners Lens frame shall be removable without fry de Caution Use only when ,r ,y1 r r,,:r. ' �',x ; rr vandalism is anticipated to be J,V + r'tools by means of quick-disconnecting hinges : , •• r, ^.t• r' `nt high. Useful life is limited by ��k �,�;"'r��t;,r.��•t� , All Electrical Components shall be UL approved and be an discoloration caused by UV . s,#,.•sr ,�., integral part of the fixture Ballasts and related components shall be from sunlight.mercury vapor "'" ' "a" a�; integrated onto a single mounting plate as a self-contained and metallic halide = r Subassembly On EKG 401 icxture. ballast assembly shall attach to Photocell Receptacle sham he integrally mounted to accept NEMA ' _ f , the fixture using quick-disconnecting key Slots On EKG 501 and base photocells(by others) '1/hen two three or four fixtures are � EKG 601 ballast assembly shaii attar i to fixture with quick- ,. mounted per pole,one fixture;hall tie lurrnshed with an installed ° • disconnect no-tool hinges and latches Fast field wiring shall be receptacle plus a rely re provided for by rewiring all electrical components with quick- �' ( Y when gu�red)to operate the others disconnect plugs All ballasts shall be the component type capable Photocells shall be furnished by others of providing lamp starting down to -20°F,with power factor of 90% Wood Pole Mounting shall be by a modified arm containing an or better(High Power Factor) access note to allow field splices within the arm A bearing plate Fixture Arm shall be a one piece rectangular aluminum extrusion shall be furnished between arm and wood pole,and all components �. shall be finished to match the fixture Available for 1A or 28 ' with internal centering guides Luminaire-to-pole assembly shall be mountings only Wood poles by others made through a mechanical draw bolt attachment inside the arm, eliminating all exposed fasteners and welds.Arm assembly shall Wall Mounting shall be by a modified a containing an access ; , include a pole reinforcing plate which will mount inside the pole for hole to allow field splices within the arm A wall embedment bracket added strength at the arm loin( shall be provided to accept fixture mounting rods.and a trim plate shall be provided to cover the wall embedded!unction box (J-box . ' Standard Finish on fixture and arm shall be TGIC Thermoset by others) All exposed parts Shall be finished to match the fixture Polyester Powder-Coat Paint applied over a conversion coating in " ° black,dark bronze or natural aluminum color as specified.Optional For concrete mounting only finishes shall be Architectural Class 1 anodize,black or dark Cluster Mounting types 2U 4U.3E and 6E,shall utilize a square bronze mounting bar with internal draw bolts to mount the fixtures Mounting bar shall attach to pole using a tenon with set screws and one Ihrouglibolt (Pole must have a 21/2"pipe size tenon in steel only 21/e' - O.D x 4�."long) " Anodized Finishes shall be Ouranodict black or dark bronze applied over a satin polish according to Architectural Class 1 specifications , WARNING:Fixtures must be grount,...:r,r accordance with local Lean aAtratleMarwo1GenerarErecuw odes or the National Electrical Code Failure to do so may result in Uuanoclit 'sanaaernartio'AlCnq erious personal injury Aua: +s a trademark of aIcoa • Y'• 1 " l t• ti 1 y •:•k _ y i. •t s,• .i } ; tf^F -, v t �rdenn �•t'. .. J tJ .. '� r. 1 t � ' nfo�'mattiion • S i A • Mounting 2 Fixtures , . .. A Finishes Houseside Shield • ^�,; r a Plan View Cat.No. _ 1 • '� Standard TGIC Thermoset For highly reduced light on 1 A Polyester Powder-Coat Paint, houseside,Extra COCASee Cat.No. photometrics in catalog A2 , `#' BL-E Black 4. 1 �— -' 28 1!�ii DB-E Dark Bronze(resembles For clear lamps only ' 313 Duranodice in color) Cat No HS Cat.No,EKG401 NA-E Natural Aluminum 2L for 70W.to 250W,lamps. Optional Architectural Class I -Standard Includes complete fixture with anodized finishes at extra cost. mountings standard mounting arm,and Cat.No, } 3.1, baked enamel finish,Less BL-A Black anodize ballast and lamp. DB-A Dark bronze anodize 4C y y�j'j, r , r Fla•St R j t`.�1'.'w4f 1 y l f7 4,... 1 — ti ..1,:.1 1vy,• 1 +1Mr•w - t i ham; II,iyt p '` i t y,y N'. 11 2U se t C 'i• itti.:•v�• 1, Cat.No EKG501 Il •t f �ti�`It �1 °�l-Y)' ... for 150W.to 400W,lamps. F�•4+ } " 3E Includes complete fixture with . .1 t �' r ' ,;� �,t« o i y standard mounting arm,and ,,,a--, ` io.kr t',k7;0;A baked enamel finish.Less r � u,,r r+►' a , a ballast and lamp. s,,,itt+�, ` • • '-;' �,• ; 41 4U 1 p 1 L® -Optional mountings »:A Lexan Shield al extra cost • a• Optional Lexan shield furnished 6E .%Imo ■...: in place of glass lens,at extra I C1`—" ■.1. --� cost,250 watts max. Cat,No,LS Cat.No.EKG601 ! Note:Ma b�• for 1000W.lamps. y e used with 400W. ,am 1W Includes complete fixture HPS in locations where outside Wall with standard mounting arm, air temperatures during fixture ` p fount — and baked enamel finish.Less operation will not exceed 85°F ballast and lamp, Caution:Use only when vandalism is anticipated to be high,Useful life Is limited by discoloration caused by UV from sunlight,mercury vapor and metallic halide lamps, • i t�t�'. •dHr m: 3 yi. tt q. ' 1 'St' : 1 „ s e . --li . . . . . i t .... 4. .„ ,r i , . ..,..,,,,..:„. ...,....,.... .... ,..„„....,,), , ... •t•, Y t, 1'4'• f iwr• l .•, ',. , • k A1.12 r`,,, d , ,,.-'u i GL7p iF� »,,p"• ,, is t 1. . „ „ . .. ,.„., ,, .. , . ,. ,, .„ .,.. .t,,, .,;;;.4„,„„...i.:, ...,.4.,.•:,.,.,,,,,, ,,...: ,.. , ,.,,:.,,,,,,..,, ,.,. ..., .t..,., ,,!,,..,...,,,.. .: . '".,:.",:',' .',. .. ..,..,.;.,,,, ,.,. ..., .....i,.. ,,,, „.,,,...i., .....,,,, :„, . ...'; '•'',...,'•"'.',..%,..,,•,,,,,4.,....,..,..,,.,,,,,..;••,::,,',..,i ',. Mounting systems � 5•• .',''•:,•:••• 'i tt t ,,.. . .,,,.., -..,,,,.;‘: ; ...),, f 8„.. . , . ., .. r:q" '1...,.. , * 0 EKG401 � ' • '. ,.-...-7,••• --,. j:, • '.:::..,...:•••••.1.-: /If 1')a• 8' • �$IIjJ EKG501 .. ; 9r/7' , I''• ,• • III:lt_ EKG601 f - ' ' i Standard fixture t 11 r ` j arms for mountings 1A, 2Ei,2L,3T, LL j . . . , d� and 4C. Square or round poles in CJ 1 aluminum or steel Ins; f..A • tie'. �I •''' Y 1 / } f• ® /� ••r. �31 11 I IS 1 a.r Cluster mounting bars - , for mountings 2U,4U, I0 (—_ 3E and 6E. • , R . 1 '(Ii r '4'•x: r Arm with splice • •.+ compartment for 0 mountings lA and � :r�/ ` 26 only. • III/� • r :f�, Laminated /� .1 wood poles by • t • others 1 � • T h S' ,��` I 8r1 1 nr xp! rs .4, VAIP irl 1:11 il'il. Arm with splice Wall embedment •• ' compartment for bracket for 1W wall mount '� < f only only. Crete •walls Y • Square or round poles 4.• ` with 2V."pipe size tenons t In steel only,27/0 OD.x 44"long. t •^ Mounting Arrangements r. in plan view `{.4 • 1 A ze 2L 2U 37 ,r 4U : 6E 1W m;.' , '' f IE-4! 1.1 **LW 1 \,,,...,,,,, , tt a P . + i ` • f " Al-8 . • h •gyp_ 'I, '�.. `,� ,Y . • _•i .� 1 _ L' .. # YT. .\,tl L-. T3'*x *•K* * .... rr k,•rk k Y �' * 4: * / � i ' # * Hol c'phan 55 -__•__._-. Avenue rl��.'WriY I: OH t: (:) / i d ti IJEil JD/NAME . . . . . Hf•LLMAP ::: INS. & RESORTS. _AT I ON LAF::E USWL1501 OREI ON ] ENT. It H. L. . )I I3NEF%' E. Tune 24, 1992 SN. 8678 IMF=N1�� ..._..... ._._.....___..._..__._. . __. LIGHT LOCATIONS (PHOTOMETR I CS) ---_-~_ h� ' • M IMMAF'Y INFORMATION --._-.....---.-.___ OF LOCATIONS: 2 'II . l'IF LUMINAIRES: I_UM t NA I Fr;F.: NAME ,I-i rh1E:I'L F? ORIENTATION I.'E.h•J 1CLJI,.Hr" T TI' L. PLANE. OF HNHLYrSIS 'R �. i F'LJINTS NUMBER MAX MIN MAX ........._...._.._..__..._."......-......_.... ._._ ��. MAX/MIN AVE AVE/MIN U. I y AREA ( "7 S. '�E Ll JIi►N-AREA (+) 568 0. c:t0 11401 . 21 t:�. 8.ic 5 SUE{ 13. 18 0. 01 906.21.1 6. 17, 2 • TN & `�1 1' 95 13. 18 0. 00 37'328. 63 1. �3 t�E,.S7 1 �riE�NIJ: '�'� 1 .04 t''�F3S. C�� �, • - Points contained in MAIN AREA. 994-9 - Points contained in SUB-AREA. 9949 Points contained in LINES & POINTS. e '`' , U• I . -(1--(MEAN DEVIATION/AVEF2 IA�~ E) )y;lt;r0 100% IS PERFECT . a i 4 1 . : . . • • • • *•." F-ILE. U) I M474.. IES LLuninaire name: E3--401/501 De.scr ipt .. • • . TILT =NONE kIM LIGHTING INC . Lamp description: 250 WATT CLEAR HIGH PRESSURE SODIUM UPEP Test lLtmens: 30C)C)0 • Lumens used: 3000C) Test rp-lrt I IN LIGHTING INC:. Photometry type.: A • Light l.ciss factor : 0. 31 • E‘,,planat ion ( 1.1..17) : 131t correction: N'? ".4 *• ••• . • \ , ; • ,• • ' - 4 \ • . • '4 1 • `• . • „• . . . • Akke . • , . . ''' :: ,..: :• NE;, LINES AND POINT'S OF ANALYEA S J AREA SUL!--AREA LINES AND PO 1 NTS of Anal s i n 40 , 1' • rat Analysis of Analysis FROM T', • X Y X Y X Y 14 X Y Z ' c?. ()c.) 0.00 9. Oc:) 8. 00 i St.). Qt:) c:). pc:) i.69. 00) B. (Cc_C ak!. c:t:� 17:. t:1t:) 1c�'r'!. Gt:1 72. 00 0. 00 172. 00 49. 00 72. 00 • ,,. ,, .a. 0;10 0. 00 49, 00 167. 00 :a. cfit:) 167. U0 . fat:> 8. 00 x Y Y X `r L X Y Z a, ___._._ __._..•__----,_.,_. _._— - — -------- — ..,__ . / A 0 • . P e. r� • • a rr • 411, .. ... .- . . \ . l . y 1 1 NA I RE I MOUT 1 NF UFO'MA`fIC1N UNITS—F•EE:T --_ .__ ___...___......_. _...-.-.__.. . _�.___, _.- w � ...._....,...__�X_.-.d._,__..:2::::::: r::: C1F.1LN1'. -T 1LT__ -X--AIM - Y--r=tJ.M� "I. %LIMN - .r. �.._-_.. 411. 1 i c 1 ::. c;�c;i '._t:1, t;1i;i .'c:1. c;1c;1 � `--- =.._._-- _:._.-=_.P ------__.-_»:a _...- •. u. 0 0. c;1 102. 00 2c1. c;U) 0. t;1c;1 - 1 . c;1t;1 -.. 1 22. 06 101 , 00 ::'c:1. 00 90. 0 c:: 0 ��-1•- •=----•==.,=_--_--- -- —— — . c;1c;1 101 . 60 t 1. t"to 1 .00 X _ -_-_ -�_--_-�_ ---- -- ENT TILT X--AIh1 Y-AIM Z-AIM MLJLTTYP'r STatt.ts: N=Normal Luminaire -�^ T-Track ng Luminaire ORI.C_'N"fat ion: The r_1o1:k;wi,e angular displacement from the r�� ,. ' TILT: The angle the l�rminairc: is aimed upfrom positive Y axis. _.._._..._-._._.h —_n __�____e — _ _ n nadir catraight down) . , ) +IY .t 4: . j • a t, 1 i' • Hy41/1 -,, - . '� • • t p , l 06-30-92 03.50 PM FROM VANDOMELEN*LOOIJENGA r'02 if.„,,,,— _----,--.-- - VAN DOMELEN / LOCIkJINN®A / Mt A RIGLE I KNAUP '77 sue_ 1 'Z 8 Consulting Engineers ?,�:: �s---I . 36 BW KEL Y AVE,/POIaTLANC,OREGON e7e -43B3/( 0 222-4453/FAX 624E-9g PRINCIPALS ALFRED H.VAN DDMELEN OfFIK N,M,LACNJENtaA Rooma W.Mac 6FiRIGLE ...Amino C.KNAJ.IF ASSOCIATES I ; c,lrroe G VAN vLE61' C�N9YJ L!~Waa June 30, 1992 Go onN VAN TY'NG 1 Hallmark Inns Project 920103 f. water Quality Swales The water quality swales have been designed on a very restrictive lot. In order to achieve the best phosphuroua removal efficiency�, possible, the following were considered: ,� A. Length - This site does not lend itself well to long swales (200 1.f. ) , so the lengths of the swales range from 60 feet to 90 feet long, which is the maximum achievable given the grading re "g g restraints. • B. Typical planting on the bottom will be a rass e , •, ` reach 6_12n height. g heated to C. The bottom slope is restricted because of the finish floor elevation, site elevations, existing Storm sewer depth and „' the width available for the swales. Therefore the bottom slopes are very flat, allowing more infiltration. Because detention is required for this project (detention volume is available in parking areas) the outlet volumes are very low, 0.05 ofs"0.1:8 ofs, whtat, also may contribute to more infiltration. The contact time the runoff will have with the grass will be increased because of the flat bottom, and since depths in the swales are between 0.06-0.16 feet, there will be good contact with the bottom grasses. IiBinter�anre a pr , 3 " The field inlets shall be cleaned out semi-annually (more often as needed) . The grass in the swales shall be mowed as needed to v maintain grass height of 6-12 inches. Grass ola,ppings are to be disposed of offsite. EXHIBI ;h '` r,. w,Q w . , M h , 11 k. 4 n' CITY OF LAKE OSWEGO x 0� es, DEPARTMENT OF PUBLIC WORKS ' \ APO'400id 3d"A"Ave►„e.Pat URtre trot fat•I ekes Orsetq Orw 17aN•(ores)cat a17a.PAX(ie1)a]s a34f Environmental Survey t.RRAVH RlANK City Use Only Wastewater Generating Characteristics Date Reoeived:, carer* Plant Please complete in full,either typed or printed clearly, Service Area: Pump Stations: „ °••`' • sHCTION A•OBNBBRAL INFORMATION Al. Company nurse, HALLMARK INNS 4.4;„4 r Stewcr Nods: V} A2. Division name: HEADQUARTERS •' .. '• Al Address of rho facility: LANA DR. A4. Mailing addteast !M. AS. Representative oompletlnt this form: Name KIM McMILLAN . PRECT FNGIN E.R Telophont Tide. 222-4453 p/ 2487:9263 A6. Brief description of twsinosi..principai products and torvtoop OFFICI� FOR HALLMARK CNN i A7. Is the building currently connected to public sower system? Li Yes jxl No if no,have you applied fora sewer conection? LI Yc4 jet No Estimated data of connection_,_ , A6. standa.,1 Industrial Classification Number(s)(SIC Code if known). HOTRT,_OFFTCR 701 1 - you or will you dische ge oils,grease,or fate to the public sewer/ U Yes gil No AID. Do you use any of the following devices? , • a, Oil and water separator LI Yes f Kf No b. Oil and Orwsc imp LI Yes ,N No e. Send/sediment trap ., Li Yos IX]No A 11. How often do you clean the oil and grease trap? Where do you dispose of trapped oil end grove? . A 12, Do you or will have chemical ttarage oontalncrt,bins,or ponds at your Gdlltyt .. LI Yet jar No Do you have any tuderground storage.tank(s)? .,,, LI Yes j„j No •• A13. Have you been Issued a local,state,or federal environmental permit? !„I Yea lxl Na If yes,plate list the typo of pcnnh(a). ry A 14. Do you or will you have floor drains in your manufacturing or storage area? U Yes Ix'No If you have chemical storage containers,bins,ponds,or floor drains in a manufaoturhig or storage area,could an accidental spill lead to a discharge to an entity dlspoeal system(e.g.,through a floor drain)? f i Yee j1j No To a public sewer? Li Yes LX1 No .( To a storm drain? u Yet L 1 No To ground'? ,Li Yes jx1 No .. A15, Do you of Will you discharge wastewater(other than domestic waste from bathrooms,toiieu,ate)Wan omits disposal system? U Yet iliitNo To a storm sewer? ..,. 11 Yea LN No A16. Do you or will you ditcharga wastewater(other than domestic waste from bathrooms,tolleu,etc.)so the public sewer systcsn? L1 Yes jI.C.1 no , • I certify under penalty of law that this document and all attachnittsts w cc prepared under my direction or aupervitlon to.aoordanoc with a system designed to ensure sidled personnel property gather and evaluate the Information submitted. Iltstd CO my inquiry of the person or persons who manage the system,or thole • directly tesponstble for gathering the information,the i+tforrnatian submitted if,to the best of my knowledge end belief,true,ICcsrrat4,and complete. I am • a that there are significant penattiee for submitting false information,including the poftibiltty of fine and Imprisonment for knowing violations. • . , � j r r� Signature*, c�^Y 1/�,(lir"d 'rid j� f >LT" g Dais �! ' `. .. A.I . as Is • ..r a •,a..4ea.,, 0;*12-142 ri.; pt+ AM pre .,., • • UNOFP RATE WORKSHEET 6 a t ' h roject Name: WALL-MA12k. JNS City File Number: -7—q 1 Computed By : KIM NI GM 1 i.0 ti Date: 5-- 14-gZ a I. REQUIRED RELEASE RATE (10-Year Storm ) 1 . Total Site Area . . . . , Atot= 0' LvS ac. 2. Existing Land Use • tl 3. General Site Slope 4 . Runoff Factor (use enclosed table) C w 0h25 exist 5. Longest Travel Route of Runoff I SO feet 6. Drop of Runoff along Travel Route `1 `''7 12 13 5,5 feet ., .c7..,...i. .- 7. Condition (overland flow, channel, pipe, etc. ) , DUE.RLAiJD 6. Time of Concentration, Tc, (5 minute minimum ) ( Use nomograph ) T BB `]. 8 min. • c A 1 9. Rainfall Intensity, for 10-Year Storm (use precipitation table) I= ( . 8 in/hr 10. Peak Runoff Rate, Q==rCIA ( line 1 x line 4 x line 9) Qt= O. cfs 'I .F II. Devekaped Site Runoff Factor lr 11. Impermeable Area . . . .Aim , 53 ac. • 12. Permeable Area Ape_, I2 ace °`" 13. Runoff Factor for Permeable Areas a... (use enclosed table ) C 14. Composite Runoff Factor (line 11 ) X ( 0 . 9 / line 1) + ( line 12) X (line 13 / line 1 ) . . •C us v.7711 comp I ,. 15. Site Area (line 1 ) X Ccomp (line 14) . . . . . . 0 5 III. Detention Volume Required 16. From Detention Volume Work Sheet Vol. r t.010 cuft 0 • , . 14 _le . I DETENTION VOLUME WORKSHEET Project Name: Pk [„� X 191 City File Number: `�---/ -- 91 . .A. . . B . . . G na STORM 50-yr AREA X . INFLOW RELEASE STORAGE DET. VOL. 4.• ' :,.v ' TIME inten C comp . B X C line 10 D - E F X A X 60 f 14'�''," ; mins . in/hr line 15 cfs cfs cfs • v1Cucu . ft. 5. 00 Y'i . 43 ,� , - I b . 3 I , 41 Vh 1 6 .00 3 . 14 e 27 7. 00 2 . 91 4 4I LD I , I LD ^ C. ' 8 . 00 2 . 72 9 . 00 2 . 56 , -..� .11111 3. `6 10. 00 2 . 42 i 3, 9 I 5 11 . 00 2 . 30 i . 1.5 0. 85 5C.v I . 0 12 . 00 2. 20 , 10 0 0 1 cp. 0 14 . 00 2 . 02 II 0 I 7 i 59co r 15. 00 1 . 94 P '1 16. 00 1 . 86 3 HI:, 0 , L9 D4 E 17 .00 1'. 79 . `J� ' r / r . 18 .00 1 . 73 c J 19 .00 1 . 67 ) t-',•� :) -5 ..9 )C1 20. 00 1 . 61 1 4. 21 . 00 1 . 56 ♦j , , ,✓ J1yr�wait) 22.00 1 .52 23.00 1 . 48 24. 00 1. 44 25.00 1 .40 30. 00 1 . 24 35.00 1 . 13 40 . 00 1 . 04 •I. `2 • • . -� r ORIFICE DIAMETER WORKSHEET 0 - Project Name : [-( ALLA/14Z1e._ INNS City File Number: 31-61 Computed By: K°( i... Date: '5-1 q7- . i. PROVIDE SKETCH BELOW OF OUTLET STRUCTURREE L Qou-i- O• o G 5 F J ry O LkTLE.T 1- . Q ouT ^ 0 ' ( 8 as / f „ D,F CURS ---� 1 , F : y Q 4 PIPE o u-rL.G.T 2 : c ouT = O, 01 G• 'S USE. 2" 4) PIPE . • 1 ` O u-1-LET `� o u 10, 0� C. P5 USE 2 4 PIPE f Orifice Formula: Q = CA ( 2gh) . 5 Given: C = 0. 61 . Design g = 32. 2 Design Q « D, la c.f.s h 2•_fi_,f ee t- ,_ of head Solve for A: A = Q /( C (2gh) .5] • A all 0 . 15 / ( 0. 61 (2 x 32.2 x 0,5 ) .5) (cif's . ) (head) . A a 0.052. sq. ft. (orifice area) Solve for D; A 6. pi . (R) 2. R « (AA / pi . :1 . 5 « ( 6.052 / 3.14) . 5 ,. O, J28'7 ft. area) D = 2 x R x 12 , D inches • III 410 • yr a a _ VAN IDDMELEN / LOCIIJEN®A / Joe rl tir.J_ e 4 - MaGARRIQLE / KNAUP �{Q '�------ + ° 4 Y Chant �. __ Consulting Engineers .� Job No;1. By `�.S--i----- ,, ,t :3 SW,tall Ave. Portland, G y Oregon 972Q1.4393 (50.3)222.4453 Dote rp• 7 "q Z/FAX(503)24&9263 Sheet No_�___� ,i0 0 4U TLE T REC.D DETeu ,o U©c_.c t M Cc.F.) A�A�� 1. 3LsaCP 375 ISO ,. 11Z. e.,0/ o 6p to 7 . . .. . .. . . . . ._. . • . • , . , ,,i....,... . , .. . , • R •‘ V - to 0 •5�� ool(�) 375 cc. . , .., - ( 0 2x2) .. . . .. :- . .. . .. , , , . , ' . , Uz, ' ( b,5 Y 7 2 Y 2 o) - 1 e c ..• _c, . C2 )C 2 • V - C0.53 o)Co> ;u , (2 )(2 ) •,{ • I' 1• •• 0 , r0 .. ry; r 1' a • VizkIV 001Yi Ll=1•1 / Lur.I JE(\d( A / t Client Consulting Engineers Job No 9 Z0/0 3 ny j' ici ln• 29 9 .:‘3 SW Kelly Ave /Portland.Oregon 97209.4.79a/(sr,3)222�1d53/FAX(503)24P,9263 Dote 4-- shoat No f., :0 '''..,. 0 0 1,0/177Q CQU AU-Ty 5L JA•t..E5 Le • (FT) aou< ( s) SLOPE (Ric-t-) 0. /8 0.0o40 Z' 90 U•0? O.005o . 3 (p0 6.65 O. aoe33 ro 3' 4 ' 3/ t 1/ 3 , 0 , 1.4161 A 51/7_ R2/-3 n --- 6, 1006 Gkpr5-5 6, - ii." tii ;40 . . 5L•EV/cena 14.4zA P 51_o Fe h 6? V uiAcL 1 0. it!) 0. 72. 5 .01 o. oo4o 0. t oo0 0. igto o, 3 (1.92. ' ) : ..k.liA tz 2 O . o 9 0, 3f3 9 .57 O. Oo50 0. loop 6, 0740 o. 2 (Los") .. )UUAcE3 0.0(s. O. 2.50a 4. 38 0, oce3 0. I000 o . 05i 0. 2 (o.-7z") ,. III L y' L' f , -71,t,N. ± VAN DOMELEN / LDO1�.1ENGA / Ii/llcGARIR10LE / KNAUF "h �s I Consulting Engineers EN ' +fit" "' 333 SW KELLY AVE. / PORTLAND, OREGON S7201-4393/(603)222-4453/FAX U40-92E3 IPAL6 Z'H VAN DDMEI-EN0 : . ' 0 ; 'rM LCDUENSA 7 4 i. ,;,. W MCcARRISLE rn� `�� 1 C aANAF.S E KNAUF AE3 00IATES • .011 c VAN VLEET k ? isna. a LEWISJuly 17, 1992 d> R't«70.N VAN TYNE 1 � Hallmark Inns City File 37-91 Subject: Water Quality Swales The project site has three proposed water quality swales. Because of the configuration of the site and the topography, multiple . swales is the best option. The design of these swabs is based upon the techniques outlined in "Surface Water Quality Facilities Technical Guidance Handbook", August 1991, by Brown and Caldwell • Consultants. • Vegetated swales were selected for this site in order to achieve the most effective water quality treatment. As stated in the handbook, vegetated swales are capable of removing up to 85 percent total phosphorous, 40-85 percent nitrogen, and 6,-90 percent oils and grease. In order to achieve the recommended removal efficiency for phosphorous of 65%, the following techniques were incorporated into the design: 1 . Length: The minimum length for water quality y purposes is 200 feet. On this site the three swales have a combined length of approximately 200 feet, each swale handling a ' portion of the site runoff. 2. Channel Slope: These swales have very minimal channel • slopes because of the site grading constraints, coupled with a shallow public storm sewer. The bottom slopes, being very flat, allow more infiltration. 3 . Cross Section: The swales are designed as trapezoidal channels for construction ease. 4 . Water 'Velocity: Velocities in the swales will not exceed ' " the recommended 1.5 feet per second maximum. r , 5. Side Slopes: The side slopes typically don't exceed 3 4' horizontal to 1 vertical. Where slopes are steeper, i.e. 2:1, ground cover is proposed so mowing won't be required. . . ` f' i EXHIBIT • "'C E " MCMMEFi M1. ,. 11 -Page 2- % .,.‘. . • ., 0 Hallmark Inns City File 37-91 Subject: Water Quality Swales ." kr 6. Detention: The parking lot has been designed for detention, with flow control outlets to the swales. These outlets are very small diameter pipes (2-3" ) and therefore will have a special grate designed for trapping trash. 7. Vegetation: The bottoms of the swales will be planted in rye-grass and the height is to be maintained between 6-12 inches. The grass will also be planted up the slope a short ! ,. distance before ground cover is planted. The calculations `' `A .% for the swales used a 10 year storm event to determine ,'' depth. This exceeds the 2 year event that is used for water ' .; quality, based on a summer storm. Therefore, maximum depth r in the swales does not exceed 2 inches and thus grass only needs to be planted 0.5 feet beyond the bottom width on each ,'y side. Maintenance of water quality swales The field inlets shall be cleaned out semi-annually (more often as needed) . The grass in the swales shall be mowed as needed to ,' , maintain grass height of 6-12 inches. Grass clippings are to be disposed of offsite. ' J • r • , f • • 1 t: �4 . y1. M• �y } • t vr' . r e ,K ^ + •\8r. 1 +1. 1• !t`? ' ,• , t i 4 � y. Alt • , ..t ': , -.,`{1 ,a - 4 a M' *. ' ` .• `�z " -3 VAN DOME�..EN �..®DIa Ei�GA Job 9oSSTrldrw KNAUF - MaQARR!GLE / 1chant — • = Consulting Engineers Job No By 39 Ily Ave,/Portland,Oregon 97201-4393/(503)2224453/FAX(503)248-9253 eha str No. • N. 1 1 • , 1rs D1 \/= q8 c.44,44t, 2116 , , . 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' ty. » N 'i.•. .?$ ,'''It''i {' ' iA �• q ly , M• ) Y �If Y OU[ hi :ri 1 i 10"'*vvs N!f � ,::•:fit;. 'A • PLAN 14 ,. 0 CONCRETE CURB 2" TWICIK, 00 Psr GRAY IRON► HEAVY DUTY CAST IRON GRATE. " n 0 ITFAI-1., /i AA/CC PAVING PARKING tREA • isiftime GRASS ,, ,- ;;;,o,. .AA Th ';1A t ice. `• • 10 a.4. (num.) STEEL ` OIL TRAP ` w • sgC1 QN • •r ' NOTES• CATCH BASIN 1"O ea CONSTRUCT!p OF 10 GAUGE (MIN;i:MUM) STIES!. I "N AGL J S WELt7ED. CATCH I5. CALK I*IPe TO GAUGING NUS. ►.' C- SET CATCH BASIN ON 4" TWzcK COMI°AcTED CRUSHEC) ., E3 CAN � ROUND OR SpUARE, a +„ ROCi OR S.ANP BASE. t>•• 5ACICPLL AROUND CATCH 1BA5SN W1TN cattirtAGTED CT7USNSD F ocK. at w j •t A .) )' r, C 1 V a ` : Neighborhood Association Meeting May 26, 1992 7 :30 p.m. . t ° COMMENTS ..• 1. Will any traffic be coming out to Quarry Road? Do not want any traffic out to Quarry Road. ': As far as we know, the project will not generate traffic to Quarry Road. \` ,," ' 2 . No light at Boone & Douglas . It is a nightmare to try to turn ' left. City is supposedly placing a No Left Turn Sign. Where will the traffic go. . There should not be a dramatic increase in traffic volume at Boone and Douglas caused by this project. • 3 . Will there be sidewalks along the road? 4e will put sidewalks in on our side of the property on Lana Drive. Dr. Bennett is responsible for the improvements on Douglas Way. 4 . Will the barricade on Collins come out? What will happen ` • there: Basketball court? The barricade will come out and we will provide all of the landscaping there. We would like to talk to you about what you want, that's why we're here. Once that area is landscaped, you could put in a basketball court. "' , ,` 5 . will we absolutely guarantee there will be no auto access into . •5,.` . the existing useable portion of Collins Way? • Absolutely. That is correct. • e , p6 . Will there be walkable access up through the end of Collins Way, like now? If the people of the neighborhood want access can they have it? ,, ; `: We can work some sort of pedestrian access into our :landscape .« plan. y 7 . Are people interested in a formal pathway through?, 'r' Yes. J.,' ` 8 . How far is the building set-back? There is a 10 foot requirement for parking. There is also a `• 45 foot setback with the two story building. ' d EXHIgIT UA )1-4 � p Pr?--- • • 1 t 1 •I 9 . Is the single lane''' ;''' -' ,.'",,: , g portion of Collins from Lana out to Boones Ferry going to stay like it is? ' As far as the City has told us, they want to leave it as it It is. 10 . How will you keep your covered parking area from being used by '' the teenagers for skateboarding and drinking, etc. ? 1 i, A We put up a fence on the one side and we are not against ' putting up a decorative chain, which would close off the lot on evenings and weekends. 11 . Would you object to our contacting the Community Safety • Officer at the police department and letting him look at the overall sketch to help us with suggestions for security an.d " traffic pattern? Not at all.• � 12 . Would we have a silent alarm? 1A e Probably. We have one in our present building. It is in somewhat of a residential neighborhood and it has worked well 4 for • us. ;,. 13 . What sort of lighting will be used? Lighting would be shining in towards the building, toward the street. There would be very little affect oto '. neighboring buildings. 14 . How far does this building go toward the pond? Y,. • Nat touching that at all. There should be no affect on the pond whatsoever. Y , 15 . Affect on the utilities? {` We will be relocating some utilities, the storm sewer, sanitary sewer and water lines. They will be shut off for a short period. 16 . Will there be walking access through Collins g Way and property? Yes, if that is something you, as residents, would like to see. , 0' . r' P ,A 4n• ` + I r ..W I.. r 5/26/92 10:10 a.m. phone call from William R. Hunter, 4207 H.W> Douglas Way. -- Unable to attend tonight's meeting. Wanted general information about our project. He didn't know that Collins Way had been vacated already. -- Thought our • g project (corporate executive office building) , would be a great addition to the area. • -- He inquired about whether we felt the City planners were cooperating with us because he had heard many rumors about the City's "imperial" attitude. 1f - He wished us "good luck on project" , and "'welcome to the neighborhood. 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