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HomeMy WebLinkAboutPermit PL12-002 - SOUND TRANSIT - TUKWILA TRANSIT CENTER SEPA REVIEWTUKWILA TRANSIT CENTER SEPA ENVIRONMENTAL REVIEW P L12-002 E12-007 AR City of Tukwila Jinn Haggerton, Mayor • Department of Community Development Jack Pace, Director NOTICE OF DECISION To: City of Tukwila, Applicant City of Tukwila, Owner WEA Southcenter LLC, Owner Open Frame LLC, Owner Court Olson Laura Pease, Pease Construction Don Tomaso, Tukwila Fire Marshal King County Metro State Department of Ecology, SEPA Division King County Assessor PROJECT: Tukwila Transit Center SEPA / Environmental Impact Statement Review FILE NUMBERS: E12-007 ASSOCIATED FILES: D 12-225, PW 12-114 APPLICANT: City of Tukwila Public Works Department REQUEST: SEPA/Environmental review for construction of bus shelters and associated amenities on Andover Park West between Tukwila Parkway and Strander Blvd, as well as the south side of Baker Blvd. LOCATION: The proposed redevelopment extends for about 2,000 feet on APW between Strander Blvd. and Tukwila Parkway. South of Baker Blvd., redevelopment of the southbound transit center area is planned for the west side of APW. North of Baker Blvd., the northbound transit center area will be developed on the east side of APW. Additionally, approximately 300 feet on the southwest side of Baker Blvd will be redeveloped for a bus stop and associated pedestrian amenities. This notice is to confirm the decision reached by Tukwila's SEPA Official to issue a Determination of Non -significance (DNS) for the above project based on the environmental checklist and the underlying permit application. Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at: Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Monday through Friday 8:30 a.m. - 5:00 p.m. The project planner is Jaimie Reavis, who may be contacted at (206) 431-3670 for further information. The decision is appealable to the Superior Court pursuant to the Judicial Review of Land Use Decisions, Revised Code of Washington (RCW 36.70C). 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax 206-431-3665 I City of Tukwila Jini Haggerton, Mayor • Department of Community Development Jack Pace, Director FINAL STAFF EVALUATION FOR ENVIRONMENTAL CHECKLIST File No: E12-007 I. SUMMARY OF PROPOSED ACTION The proposed action is to construct a new bus transit center on Andover Park West between Tukwila Parkway and Strander Blvd. The project includes new transit shelters, landscaping, lighting, security systems, and pedestrian amenities. Additionally, center medians and intersection improvements will be constructed within the roadway area of Andover Park West, and an existing water main within the corridor will be replaced as part of this project. II. GENERAL INFORMATION Project Name: Tukwila Transit Center Applicant: City of Tukwila Public Works Department Location: Andover Park West (APW) and Baker Blvd between Tukwila Parkway and Strander Blvd. The proposed redevelopment extends for about 2,000 feet on APW between Strander Blvd. to the south and Tukwila Parkway to the north. South of Baker Blvd., redevelopment of the southbound transit center area is planned for the west side of APW. North of Baker Blvd., the northbound transit center area will be developed on the east side of APW. Additionally, approximately 300 feet on the southwest side of Baker Blvd will be redeveloped for a bus stop and associated pedestrian amenities. Zoning and Comprehensive Plan Designation: Tukwila Urban Center (TUC) The following information was considered as part of review of this application: 1. SEPA Checklist and ESA screening checklist, and Attachment A — Supplemental Information (dated August 2012). 2. Tukwila Transit Center 60% Design Drawings prepared by IBI Group and dated April 2, 2012. NOTE: Technical reports and attachments referenced above may not be attached to all copies of this decision. Copies of exhibits, reports, attachments, or other documents may be reviewed and/or obtained by contacting Jaimie Reavis, Assistant Planner, 6300 Southcenter Boulevard, Suite 100, Tukwila, Washington, 98188; Phone: (206) 431-3659. 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 III. REVIEW PROCESS The proposed action is subject to State Environmental Policy Act (SEPA) review as the project does not meet the exemptions listed under WAC 197-11-800. IV. BACKGROUND/PROPOSAL This proposal is to make roadway improvements, and to replace existing bus shelters on the east and west sides of Andover Park West (APW) between Tukwila Parkway and Strander Blvd with an expanded transit center which is proposed to include the following elements: • New northbound and southbound stops and bus bays along Andover Park West. The existing in -line and pull-out stops in the northbound and southbound directions will be replaced by 2-bay and 3-bay stops. • A new curbside stop on the north side of Baker Blvd to replace the existing stop for eastbound buses. • Enlarged passenger shelters and passenger amenities. • Enhanced lighting and other treatments to improve rider safety, security, and comfort using Crime Prevention Through Environmental Design (CPTED) principles. • "Real time" electronic signage associated with RapidRide bus rapid transit (BRT). • New security systems (emergency call station and potentially closed-circuit television) to further improve rider safety. • Infrastructure for the ORCA ticketing system. • Transit system, route, and transit center signage. • Landscaping and other treatments to enhance the aesthetic appearance of the transit center and to reduce impacts between the transit zones and neighboring properties (i.e., provide screening; delimit transit center area from adjoining properties). • Increased sidewalk area and improved accessibility for waiting and mobility at the Andover Park West/Baker Blvd intersection to support safe and efficient pedestrian movements, and mitigate current pedestrian safety areas. These increased sidewalk areas include two transit center plaza areas on the southwest and northeast corners of the Andover Park West/Baker Blvd intersection. The above improvements have been designed to coordinate with the recent expansion on the south side of the Westfield Southcenter Mall, as well as the new Rapid Ride F-line Bus Rapid Transit route, which is scheduled to begin in September 2013. Design and construction of the transit center is planned to be coordinated with a project to widen and construct center medians within the roadway of Andover Park West and to replace an aging and substandard water conveyance system. V. REVIEW OF THE ENVIRONMENTAL CHECKLIST The following lists the elements contained within the Environmental Checklist submitted for the proposed project. The numbers in the staff evaluation correspond to the numbers in the Environmental Checklist. If staff concurs with the applicant's response, this is so stated. If the JR Page 2 of 6 10/26/2012 H:\SEPA\Tukwila Transit Center\SR E12-007.doc NP 6 response to a particular item in the checklist is found to be inadequate or clarification is needed, there is additional staff comment and evaluation. A. BACKGROUND: 1-12 - Concur with checklist. B. ENVIRONMENTAL ELEMENTS: 1. Earth: a-d - Concur with checklist. e- See Attachment A, Supplemental Information provided by the applicant for a description of the purpose and type of fill and grade proposed. The exact source of fill is not known at this time, but will be sourced from approved sites and vendors. The following is a summary of the amount of fill and grade proposed: Andover Park West (including waterline) • Export volume: 4,100 CY • Import volume: 1,000 CY For Tukwila Transit Center Export volume: 2,700 CY Import volume: 1,000 CY f- Best management practices shall be followed to mitigate the potential for erosion to occur as part of this project. g-h - Concur with checklist. 2. Air: a - Applicant is required to obtain all relevant permits from Puget Sound Clean Air Agency to address any emission to the air associated with this project. b - Concur with checklist. c - Applicant shall obtain all necessary permits and follow all state and federal laws related to reducing/controlling emissions to the air. 3. Water: a(1)-a(2) Gilliam Creek is located on the north side of Tukwila Parkway in vicinity of the project site. The buffer associated with Gilliam Creek extends to the south, in an area where road and utility work will be done at the intersection of Tukwila Parkway and Andover Park West. Per TMC 18.45.070, maintenance and repair of essential streets, roads, rights -of -way and utilities are permitted uses within a sensitive area or buffer. a(3)-a(6) - Concur with checklist. b(1)-b(2) - Concur with checklist. c(1)-c(2) - Best Management Practices must be followed to ensure that no construction debris enters the storm drainage system. The project shall meet all King County Surface Water Design Manual drainage requirements. All impacts associated with drainage will be mitigated as part of the construction contract. JR Page 3 of 6 10/26/2012 H:\SEPA\Tukwila Transit Center\SR E12-007.doe d - The project shall meet all King County Surface Water Design Manual drainage requirements. All impacts associated with drainage will be mitigated as part of the construction contract. 4. Plants: a-d - Concur with checklist. Animals: a-c- This site is within the Pacific Flyway, a migratory route for birds. d - Concur with checklist. 6. Energy and Natural Resources: a-c - Concur with checklist. 7. Environmental Health: a(1-2) —Attachment A — Supplemental Information provided by the applicant cites an investigation for the proposed project which revealed that lead was found in the canopy on the Firestone site. The canopy is planned for removal as part of this project, and per Attachment A, all materials from the canopy will be disposed of properly. Additionally, Attachment A states that although there are no known contaminants at the project site, a formalized plan is required for removal and treatment/disposal of any contaminated soil or ground water encountered during construction. The most likely hazardous materials cited in Attachment A are petroleum products spilled from construction equipment or buses. b (1) - Concur with checklist. b(2)-b(3) - The project must meet City of Tukwila noise ordinance requirements. Compliance with applicable local, state and federal noise regulations will mitigate any potential adverse noise impacts associated with the project. 8. Land and Shoreline Use: a-g - Concur with checklist. h- A portion of the roadway and utility work within the intersection of Andover Park West and Tukwila Parkway may be located within the 100-foot buffer of Gilliam Creek. Per TMC 18.45.070, maintenance and repair of essential streets, roads, rights -of -way and utilities are permitted uses within a sensitive area or buffer. i-1- Concur with checklist. 9. Housing: a-c - Concur with checklist. 10. Aesthetics: a-c - Concur with checklist. 11. Light and Glare: a-d - Concur with checklist. JR Page 4 of 6 10/26/2012 H:\SEPA\Tukwila Transit Center\SR E12-007.doc 12. Recreation: a-c - Concur with checklist. 13. Historic and Cultural Preservation: a-c - Concur with checklist. 14. Transportation: a-g - Concur with checklist. 15. Public Services: a-b - Concur with checklist. 16. Utilities: a- Concur with checklist. b- Refuse service is currently provided by Allied Waste Services. Waste Management will take over refuse service starting November 1, 2012. VI. COMMENTS: Comments unrelated to potential environmental impacts of this project were submitted during the notice of application period by two contractors who wanted more information on whether the City would need assistance with project management, and when the project would be solicited for bids. These comments were forwarded to the applicant /project manager, Cyndy Knighton. Tukwila Fire Marshal Don Tomaso also submitted comments on the project. Comments from Mr. Tomaso are copied below: Fire has expressed concerns with emergency vehicle response time increases due to the addition of the center dividers identified within the scope of this project. Fire has been in discussions with Public Work's on methods to minimize response time impacts. Potential solutions that have been discussed the removal or relocation of center dividers at key locations to facilitate the ability of emergency vehicles to move through traffic cues. These comments were forwarded to the applicant for response, which is included below: The Public Works and Fire Departments have been working on design options that will balance the potential delays in response time with the reduced accident potential associated with the center median islands. Minor adjustments to island lengths as well as provision for emergency access to "third laning" at key intersections for queue by-pass have been agreed upon between both departments. An expansion of the number of fire hydrants has also been agreed upon by both departments. JR Page 5 of 6 10/26/2012 H:\SEPA\Tukwila Transit Center\SR E12-007.doc Changes to plans outlined above are not reflected in the 75% plans distributed for SEPA review. The City's consultant on this project is in the process of revising plans to reflect agreed -on changes. The Fire Department will be involved in review of the final design. VII. CONCLUSION The proposal can be found to not have a probable significant adverse impact on the environment and pursuant to WAC 197-11-340 a Determination of Nonsignificance (DNS) is issued for this project. This DNS is based on impacts identified within the environmental checklist, attachments, technical reports, and the above Final Staff Evaluation for Environmental Checklist File No. E12- 007, and is supported by plans, policies, and regulations formally adopted by the City of Tukwila for the exercise of substantive authority under SEPA to approve, condition, or deny proposed actions. Prepared by: Jaimie Reavis, Assistant Planner Date: October 29, 2012 JR Page 6 of 6 10/26/2012 H:\SEPA\Tukwila Transit Center\SR E12-007.doc City Of,Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.�iov 1 DETERMINATION OF NON -SIGNIFICANCE (DNS) File Number: E12-007 Applied: 08/06/2012 Issue Date: 10/29/2012 Status: APPROVED Applicant: TUKWILA TRANSIT CENTER Description of Proposal: SEPA FOR WORK RELATED TO TUKWILA TRANSIT CENTER Lead Agency: City of Tukwila Location of Proposal: Address: AM(� G(OVell, r r. L W.e'al— Parcel Number: 9202470010 Section/Township/Range: NE-26-23-04 The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under the option DNS process in WAC 197-11-355. There is no further comment period. Jack P , RespoMjbA City o kwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431-3670 Date Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) doc: DNSOP-8/07 E12-007 Printed: 10-26-2012 lO eitt� q J ukw& Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Jaimie Reavis HEREBY DECLARE THAT. Notice of Public Hearing X Determination of Non -Significance Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Determination of Significance & Packet Scoving Notice Board of Appeals Agenda Notice of Action Packet Planning Commission Official Notice Agenda Packet Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit FAX To Seattle Times Other: _ Classifieds Mail: Gail Muller Classifieds _ PO Box 70 - Seattle WA 98111 Was mailed to each of the addresses listed/attached on this 29 day of October in the year 2012. Ra (d 40 . Z)E - I s M, . I Ma I Ld 4V W aydhK Project Name: Tukwila Transit Center Project Number: E12-007 Mailing requested by: Jaimie Reavis Mailer's signature: J I H:\SEPA\Tukwila Transit Center\Affidavit of Distribution Transit Center SEPA DNS.doc P. City of Tukwila Department of Community Development File Number E12-007 LAND USE PERMIT ROUTING FORM TO: d Building dPlanning dPublic Works Dire Dept. FEII Police Dept. 0 Parks/Rec Project: Tukwila Transit Center SEPA Address: Andover Park West & Baker Blvd Date 28, 2012 -I'(� Itransmitted: Aug. Response requested by: Sept. 11, 2012 Staff coordinator: Jaimie Reavis Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) 'D12-Z24;- Building permit plans have already been routed/reviewed by all departments. If you would like a copy of plans to review as you are reviewing the SEPA checklist, please contact Jaimie Reavis or Cyndy Knighton. 1�� Plan check date: Comments Update date: ZO prepared b Tukwila Fire Department Interdepartmental Memo October 10, 2012 To: Jaimie Reavis From: B/C Tomaso, Fire Marshal N RE: E12-007 Fire has expressed concerns with emergency vehicle response time increases due to the addition of the center dividers identified within the scope of this project. Fire has been in discussions with Public Work's on methods to minimize response time impacts. Potential solutions that have been discussed the removal or relocation of center dividers at key locations to facilitate the ability of emergency vehicles to move through traffic cues. City of Tukwila Notice of Application: Tukwila Transit Center SEPA Environmental Review 6je ' Location: Both sides of Andover Park West n �»�,P—. between Strander Blvd and Tukwila Parkway Project Site Applicant: City of Tukwila Property Owner: City of Tukwila, WEA Savn+c�r✓rEx r' Southcenter LLC, Open Frame LLC Project Planner: Jaimie Reavis, 206-431- 3659 Project Description: Construction of bus transit shelters and associated amenities. File Numbers: E12-007, D12-225 Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: This may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts the DNS will be issued without a second comment period. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100 or sent via email to Jaimie.Reavis@TukwilaWA.gov. Comments must be received by 5:00pm on October 2, 2012. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application: Tukwila Transit Center SEPA Environmental Review Location: Both sides of Andover Park West between Strander Blvd and Tukwila Parkway Project Site Applicant: City of Tukwila Property Owner: City of Tukwila, WEA Sovnrcevrsr Southcenter LLC, Open Frame LLC Project Planner: Jaimie Reavis, 206-431- $CACE:.N73 3659 Project Description: Construction of bus transit shelters and associated amenities. File Numbers: E12-007, D12-225 Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: This may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts the DNS will be issued without a second comment period. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100 or sent via email to Jaimie.Reavis@TukwilaWA.gov. Comments must be received by 5:00pm on October 2, 2012. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application: Tukwila Transit Center SEPA Environmental Review 5je �r,.r Location: Both sides of Andover Park West between Strander Blvd and Tukwila Parkway Project Site Applicant: City of Tukwila t Property Owner: City of Tukwila, WEA^ + Southcenter LLC, Open Frame LLC Project Planner: Jaimie Reavis, 206-431- 3659 s� Project Description: Construction of bus transit shelters and associated amenities. File Numbers: E12-007, D12-225 Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: This may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse imp,- 'he DNS will be issued without a second comment period. Your written comments on the proje, requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100 or sent via email to Jaimie.Reavis@TukwilaWA.gov. Comments must be received by 5:00pm on October 2, 2012. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application: Tukwila Transit Center SEPA Environmental Review il Location: Both sides of Andover Park West between Strander Blvd and Tukwila Parkway Applicant: City of Tukwila lProperty Owner: City of Tukwila, WEA Southcenter LLC, Open Frame LLC Project Planner: Jaimie Reavis, 206-Z ScuexrS 3659 Project Description: Construction of bus transit shelters and associated amenities. File Numbers: E12-007, D12-225 Tukwila has reviewed the project for probable adverse environmental impacts and expects to issue a determination of non -significance (DNS). The optional DNS process in WAC 197-11-35 is being used. Comments and Appeals: This may be your only opportunity to comment on the environmental impacts of the project. If timely comments do not identify probable significant adverse impacts the DNS will be issued without a second comment period. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100 or sent via email to Jaimie.Reavis@TukwilaWA.gov. Comments must be received by 5:00pm on October 2, 2012. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. 88I86 ,VM ` l!m)In L f,soei 001 33S "P^Ig .IaluaaglnoS 00£9 vi 3u3wdolanaQ cj!unwwoo 3o luowindaQ el!-31n,L3o f4!D 88186 'dM `EI!Mxn L 001 33S `.Pnlg JaluaoglnoS 00£9 3uawdol3n3Q ,4�!unwwoD jo luawuudaQ el!nvinl,3o fl!D`� viia*O` 88186 'VM `PllminL �soBi� 001 33S `'P^Ig la3uaaglnoS OOE9 ei luawdolanaQ ,C3!unwwoo 3o luowl-M G 88186 dM `nI!^vinl 001 PIS `.Pnlg aaluooglnoS 00£9 3u3wdol3n3Q cj!unwwoD 3o luowwdaQ el!nv[n.L3o ,44!D e st o f Jmiw" Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, _Teri Svedahl , HEREBY DECLARE THAT: x Notice of Application Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Mitigated Determination of Non - Significance Si nificance Determination of Significance & Scoping Short Subdivision Agenda Notice Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Board of Adjustment Agenda Packet Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached, as well as 300 notices given to Southcenter Mall management for tenant distribution on this � day of -Sept—, _2012 Project Name: Tukwila Transit Center Project Number: Associated File Number s : E12-007 Mailing requested by: Jaimie Rea 's /�/yMailer's signature: V "' �/(J `/ / L/ W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT OF DISTRIBUTIO .DOC TaxpayerNa BETA HOLDINGS LTD DAVIDSON DONALD E GARFIELD-SOUTHCENTER L L C LOWE'S HIW INC OB FIFE PROPERTY II L L C OPEN FRAME LLC PEARL ALVIN S+CAROLE R RAINBOW ASSOCIATES LTD REGENCY CENTERS LP SEGALE PROPERTIES LLC WESTFIELD PROPERTY TAX DEPT AttnLine AddrLine CityState ZipCode 18827 BOTHELL WAY NE BOTH ELL WA 98011 1199 SUMMIT DR LAGUNA BEACH CA 92651 388 PEARL ST EUGENE OR 97401 ATTN: TAX DEPARTMENT 101 ANDOVER PARK E #200 TUKWILA WA 98188 PO BOX 726 BELLEVUE WA 98009 PO BOX 654 KIRKLAND WA 98083 405 BAKER BLVD SEATTLE WA 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W 80 ANDOVER PARK W 319 TUKWILA PKY 313 TUKWILA PKY 307 TUKWILA PKY 309 TUKWILA PKY 327 TUKWILA PKY 331 TUKWILA PKY 345 TUKWILA PKY 339 TUKWILA PKY POSTALCITY Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 t TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 341 TUKWILA PKY 225 TUKWILA PKY 349 TUKWILA PKY 301 TUKWILA PKY 321 TUKWILA PKY 325 TUKWILA PKY 311 TUKWILA PKY 301 BAKER BLVD Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 Tukwila WA 98188 name address ste # city st zip Acme Bowl 100 Andover Pk W #100 Tukwila WA 98188 Tukwila Business Member 100 Andover Pk W #110 Tukwila WA 98188 Tukwila Business Member 100 Andover Pk W #120 Tukwila WA 98188 QDOBA Grill - Manager 100 Andover Pk W #130 Tukwila WA 98188 The UPS Store 100 Andover Pk W #150 Tukwila WA 98188 Sushiland - Manager 100 Andover Pk W #160 Tukwila WA 98188 REI - Store Manager 240 Andover Pk W Tukwila WA 98188 Guitar Center -Store Mngr 230 Andover Pk W Tukwila WA 98188 Bed Bath & Beyond - Store Mngr 400 Andover Pk W Tukwila WA 98188 Game Stop - Store Manager 300 Andover Pk W #100 Tukwila WA 98188 Barnes & Noble - Store Mngr 300 Andover Pk W #200 Tukwila WA 98188 Starbucks - Store Mngr 300 Andover Pk W #300 Tukwila WA 98188 Office Depot - Store Manager 300 Andover Pk W #400 Tukwila WA 98188 Tukwila Business Member 300 Andover Pk W #500 Tukwila WA 98188 Tukwila Business Member 300 Andover Pk W #600 Tukwila WA 98188 Tukwila Business Member 300 Andover Pk W #800 Tukwila WA 98188 Cite of J mitt'" Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl , HEREBY DECLARE THAT: X Notice of Application Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Mitigated Determination of Non - Significance Si nificance Determination of Significance & Scoping Short Subdivision Agenda Notice Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Board of Adjustment Agenda packet Packet Official Notice Notice of Action Other: Was mailed to each of the AGENCIES listed attached, including email to DEO SEPA on this _1 S day of -September, _2012 Project Name: Tukwila Transit Center Project Number: Associated File Number s : B12-007 Mailing requested by: Jaimie Reavis Mailer's signature: / A"' W:\USERS\TERI\TEMPLATES-FORMSWFFIDAVIT OF DISTRIBUTION.D N AGENCY LABELS a Section 1 FEDERAL AGENCIES ( ) US Corps of Engineers () US Environmental Protection Agency (E.P.A.) ( ) Federal HWY Admin () US Dept of HUD Federal Transit Admin, Region 10 () National Marine Fisheries Service ( ) Dept of Fish & Wildlife Section 2 WASHINGTON STATE AGENCIES ( ) Office of Archaeology () Dept of Social & Health Services ( ) Transportation Department (WSDOT NW) \ () Dept of Ecology NW Regional Office, Shoreland Division ( ) Dept of Natural Resources \ Dept of Ecology, SEPA ..76t+vf V(Atm-fG I 0-�, "►'I� ( ) Office of the Governor () Office of Attorney General XWA State Community Development \Q Office of Hearing Examiner ( ) WA Fisheries & Wildlife Section 3 KING COUNTY AGENCIES ( ) KC Boundary Review Board () Health Department ( ) Fire District # 11 \ () Port of Seattle ( ) Fire District # 2 KC Dev & Enviro Services-SEPA Info Center ( ) KC Wastewater Treatment Div C>T-KC Metro Transit Div-SEPA Official, Environmental Planning ( ) KC Dept of Parks & Recreation () KC Dept of Natural Resources ( ) KC Assessor's Office () KC Dept of Natural Resources, Andy Levesque Section 4 SCHOOLS/LIBRARIES ( ) Tukwila School District () Foster Library () Westfield Mail Library ( ) Tukwila Library () KC Public Library System ( ) Renton Library () Highline School District ( ) Kent Library () Seattle School District ( ) Seattle Library () Renton School District Section 5 UTILITIES ( ) QWEST Communications () BP Olympic Pipeline () Seattle Public Utilities ( ) Seattle City Light () Val-Vue Sewer District () Allied Waste Services ( ) Puget Sound Energy () Water District # 20 ( ) Highline Water District () Water District # 125 ( ) Seattle Planning &Dev/Water Dept () City of Renton Public Works ( ) Comcast () Bryn Mawr-Lakeridge Sewer/Water Dist Section 6 CITY AGENCIES ( ) Tukwila City Departments X Kent Planning Dept () Public Works () Fire �,J Renton Planning Dept () Police () Finance Pq City of SeaTac () Planning () Building N City of Burien () Parks & Rec () Mayor City of Seattle () City Clerk () Strategic Planning *Notice of all Seattle Related Projects Section 7 OTHER LOCAL AGENCIES j Puget Sound Regional Council XPuget Sound Clean Air Agency cj SW KC Chamber of Commerce Sound Transit/SEPA ( ) Muckleshoot Indian Tribe * () Duwamish River Clean Up Coalition ( ) Cultural Resources () Washington Environmental Council ( ) Fisheries Program () People for Puget Sound ( ) Wildlife Program () Futurewise ( ) Duwamish Indian Tribe * * send notice of all applications on Green/Duwamish River Section 8 MEDIA ( ) Seattle Times () Highline Times ( ) South County Journal () City of Tukwila Website P:Admin\Admin Forms\Agency Checklist Public Notice Mailings For Permits SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Tribes — For any application on the Green/Duwamish River, send the checklist and a full set of plans with the Notice Of Application Send These Documents to DOE: SEPA Determination (3-part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The Notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the Notice of Application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Notice is sent to Ecology's NW Regional Office Shorelands & Environmental Assistance Program. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21-day appeal period begins date received by DOE) Department of Ecology Shorelands Section, NW Regional Office State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3-part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) — Site plan, with mean high water mark & improvements — Cross -sections of site with structures & shoreline — Grading Plan — Vicinity map SEPA determination (3-part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:Admin\Admin Forms\Agency Checklist AGENCY FEDERAL TRANSIT ADM IN WA STATE COMMUNITY DEV OFFICE OF HEARING EXAMINER KC DEV & ENVIRON SERVICES KC METRO TRANSIT/SEPA OFFICIAL PUGET SOUND REGIONAL COUNCIL KC CHAMBER OF COMMERCE PUGET SOUND CLEAN AIR AGENCY SOUND TRANSIT/SEPA OFFICIAL KENT PLANNING DEPARTMENT CITY OF RENTON CITY OF SEATAC CITY OF BURIEN CITY OF SEATTLE DEPARTMENT JACKSON FEDERAL BLDG CITY OF SEATTLE SEPA INFO CENTER ENVIRONMENTAL PLANNING SEATTLE SO. CONVENTION & VISITORS SEPA REVIEW UNION STATION PLANNING DEPARTMENT PLANNING DEPARTMENT PLANNING DEPARTMENT SEPA CONTROL PLANNING & DEVEL ADDRESS 915 2nd AVE, STE 3142 PO BOX 48300 PO BOX 94729 900 OAKSDALE AVE SW 201 S JACKSON ST., MS KSC-TR-0431 1011 WESTERN AVE #500 14220 Interurban Ave S # 134 1904 3rd AVENUE, STE 105 401 S JACKSON STREET 220 FOURTH AVE S 1055 S GRADY WAY 4800 S 188th STREET 415 SW 150th PO BOX 34019 CITY SEATTLE OLYMPIA SEATTLE RENTON SEATTLE SEATTLE Tukwila SEATTLE SEATTLE KENT RENTON SEATAC BURIEN SEATTLE ST ZIP WA WA WA WA WA WA WA WA WA WA WA WA WA WA 98174 98504 98104 98055 98104 98104 98168 98101 98104 98032 98055 98188 98166 98124 i City o' �wila ESA Screening Checklist City of Tukwila \ Endangered Species Act Screening Checklist Date Applicant Name: City of Tukwila Attn: Cyndy Knighton Street Address: 6300 SouthCenter Blvd. City, State, zip: Tukwila, WA 98188-2544 Telephone: DIRECTIONS: (206) 431-2450 This Screening Checklist has been designed to evaluate the potential for your project to result in potential "take" of Chinook salmon, Coho salmon, or Cutthroat trout as defined by Section 9 of the Endangered Species Act. The checklist includes a series of "Yes" or "No" questions about your project, organized into four parts. Starting with Part A on Page 2, read each question carefully, mark the appropriate "Yes" or "No," and proceed to the next question as directed by the checklist. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if "take" is indicated. H:Tand Use Applications in PDF\SEPA Environmental Review Application-Jan2011.doc RECEIVED AUG 062012 COMMUNiTf DEVELOPMENT Page 1 Eli. W-- CiN of Tukwila ESA Screening Checklist Part A: Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each Nn nr Yec ancwt-r_ 1-0 Will the project require any form of grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof, which alters the existing ground surface of the earth (TMC 18.06.370). Please mark the appropriate response. NO - Continue to Question 2-0 YES -Continue to Question I-1 (Page 3) 2-0 Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (18.06.145). Please mark the appropriate response. NO - Continue to Question 3-0 YES - Continue to Question 2-1 (Page 4) 3-0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Page 18-15). Please mark the appropriate response. NO - Continue to Question 4-0 YES - Continue to Question 3-1 (Page 5) 4-0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas, or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173-303 (TMC 18.06.385). This includes fuel or other chemicals stored on -site during construction. Please mark the appropriate response. NO - Continue to Question 5-0 YES - Continue to Question 5-0 5-0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well, change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer .lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 or would require a geotechnical report if not exempt should answer Yes. Please mark the appropriate response. NO - Continue to Question 6-0 YES - Continue to Question 6-0 6-0 Will the project involve landscaping or re -occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one-time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (TMC 18.06.490). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please mark the appropriate response. NO — Checklist Complete YES — Checklist Complete H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan201 I.doc Page 2 or- City c kwila ESA Screening Checklist Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1-1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please mark the appropriate response. NO - Continue to Question 1-2 YES - Continue to Question 1-2 1-2 Could the construction, operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses, the Green/Duwamish rivers, or the Black River? Most projects that involve grading have the potential to result in increased erosion and/or sedimentation as a result of disturbances to the soil or earth. If your project involves grading and you have not prepared a Temporary Erosion and Sedimentation Control Plan specifically designed to retain 100 percent of the runoff (including during construction) from impervious surface or disturbed soils, answer Yes to this question. If your project is normally exempt under the Tukwila Municipal Code and would not require the preparation of a Temporary Erosion and Sedimentation Control Plan, BUT may still result in erosion or sediment transport off site or beyond the work area, answer Yes to this question. Please mark the appropriate response. NO - Continue to Question 1-3 YES - Continue to Question 1-3 1-3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development. Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to development (TMC 18.06.445). Please mark the appropriate response. NO - Continue to Question 2-0 (Page 2) YES - Continue to Question 1-4 1-4 Will your project generate stor nwater from the creation of impervious surfaces that will not be infiltrated on site? For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stormwater management system specifically designed to infiltrate stormwater, answer Yes to this question. Please mark the appropriate response. NO - Continue to Question 2-0 (Page 2) YES - Continue to Question 2-0 (Page 2) H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan20I Ldoc Page 3 Ci- of Tukwila ESA Screening Checklist , - Part C: Please review each question below for projects that include clearing. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 2-1 Will the project involve clearing within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please mark the appropriate response. NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 2-2 2-2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? A tree is defined by TMC 18.06.845 as any self-supporting woody plant, characterized by one main trunk, with a potential diameter -breast -height of 2 inches or more and potential minimum height of 10 feet. Please mark the appropriate response. NO - Continue to Question 2-3 YES - Continue to Question 2-3 2-3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in the fall. Please mark the appropriate response. NO - Continue to Question 2-4 YES - Continue to Question 2-4 2-4 Will the project involve clearing within 100 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please mark the appropriate response. NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 2-5 2-5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please mark the appropriate response. NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 3-0 (Page 2) H:\Land Use Applications in PDr\SEPA Environmental Review Application-Jan201 Ldoc Page 4 City o kwila ESA Screening Checklist Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish/Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 3-1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please mark the appropriate response. NO - Continue to Question 3-2 YES - Continue to Question 3-2 3-2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green/Duwamish River? For the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications. Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man-made or artificial structure that precludes fish access should answer Yes to this question. Please mark the appropriate response. NO - Continue to Question 3-3 YES - Continue to Question 3-3 3-3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of salmonids, including both juveniles and adults. Please mark the appropriate response. NO - Continue to Question 3-4 YES - Continue to Question 3-4 3-4 Will the project involve a temporary or permanent change in the cross -sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the cross -sectional area is defined as a profile taken from the ordinary high water mark on the right bank to the ordinary high water mark on the left bank. Please mark the appropriate response. NO - Continue to Question 3-5 YES - Continue to Question 3-5 3-5 Will the project require the removal of debris from within the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please mark the appropriate response. NO - Continue to Question 3-6 YES - Continue to Question 3-6 H:\Land Use Applications in PDF\SEPA Enviromnental Review Application-Jan201 Ldoc Page 5 Cit- of Tukwila ESA Screening Checklist Part D (continued) 3-6 Will the project result in impacts to watercourses or wetlands that have a surface connection to another watercourse or the Green/Duwamish or Black Rivers but do not contain habitat conditions that support salmonid use? Such areas may include, but not be limited to hillside seeps and wetlands isolated from the watercourse or river that have a surface water connection to the watercourse or river but are not assessable, nor would be assessable to salmonids under natural conditions. Wetlands with a "functions and values" rating for baseflow/groundwater support of 9 and above (or moderate) as described in Cooke (1996) should be included. Please mark the appropriate response. NO - Continue to Question 3-7 YES - Continue to Question 3-7 3-7 Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please mark the appropriate response. NO - Continue to Question 3-8 YES - Continue to Question 3-8 3-8 Will the project include bank stabilization? For the purpose of this analysis, bank stabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please mark the appropriate response. NO - Continue to Question 4-0 (Page 2) YES - Continue to Question 4-0 (Page 2) H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan20I Idoc Page 6 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: City of Tukwila Transit Center and Andover Park West Improvement Project 2. Name of Applicant: City of Tukwila 3. Date checklist prepared: August 2012 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): Construction 2013 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Tukwila Transit Center and Andover Park West Improvements Technical Stormwater Information Report (KPFF, 2012). Geotechnical Design ReportTukwila Transit Center Redevelopment (Shannon and Wilson, 2012) Geotechnical Investigation Andover Park West (Shannon and Wilson, 2012) Firestone Canopy HazMat Survey (Shannon and Wilson, 2012) Baker Blvd. and Andover Park West Scramble Intersection Memorandum (Fehr & Peers, 2012) 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None known. Agency Comments H:\Land Use Applications in PDF\SEPA Environmental Review Application-Iai2201 I.doc Page 1 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 9. List any government approvals or permits that will be needed for your proposal. City of Tukwila building permit NPDES Construction stormwater approval City of Tukwila electrical permit 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. See attached. 1 l . Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, the tax lot number, and section, township, and range. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project is located along Andover Park West and Baker Boulevard in Tukwila, WA. The proposed redevelopment extends for about 2,000 feet on Andover Park West between Strander Boulevard to the South and Tukwila Parkway to the north, and approximately 300 feet along the south side of Baker Boulevard (Township 23 North, Range 4 East, Sections 23 & 26 South). South of Baker Boulevard, redevelopment is planned for the west side of Andover Park West. North of Baker Boulevard, redevelopment will be on the east side of Andover Park West. 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? two H-�L.and Use Applications in PDRSEPA Environmental Review Application-Jan20I Ldoc Page 2 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Grolling, hilly, steep slopes, mountainous, other: The project site is located within the valley floor and is flat and highly developed. b. What is the steepest slope on the site (approximate percent slope)? The site is flat. Slopes are less than 5%. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Subsurface conditions and materials were investigated and identified by Shannon and Wilson (2012) and are reported in a geotechnical design report. The project site is underlain by 15 - 20 feet of fill placed over the native soils in the early 1960s. The underlying compressible soils consist primarily of clayey silt with peat layers. This layer varies from about 15 to 30 feet. Medium dense to dense sand and gravel deposits underlie the silt layers to depths of 90 to 100 feet d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No, the site is largely developed. The geotechnical report indicated that the risk of earthquake -induced landslides at the new site is low. The report also indicated that there was a moderately high probability for localized zones of liquefaction - induced settlement in the lower saturated soils, but the density of the upper soils and type of proposed structures would preclude liquefaction as a risk to the proposed project. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. See attached. H:\Land Use Applications in PDF\SEPA Enviromnental Review Application-Jan201 Ldoc Page 3 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Erosion could occur during construction clearing and excavation. Soils temporarily exposed during construction could be eroded by stormwater. Standard erosion control measures will be implemented to mitigate these potential impacts. Once complete, there would be no exposed soils except in planting beds and therefore no risk of erosion. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? There is currently 53,543 square feet of impervious surface on the site (70%). With the proposed project there would be 63,094 square feet of impervious surface (83%). h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Temporary erosion and sedimentation control measures (e.g. silt fences and bale barriers) will be employed using best management practices to prevent untreated water and -or sediment from leaving the construction site. 2. Air a. What types of emissions to the air would result from the proposal (for example, dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Temporary air quality impacts could occur during construction of the proposed project due to fugitive dust emissions caused by clearing, excavation, uncovered stockpiles, and other construction activities. Localized increases in exhaust emissions from equipment and vehicle operation would also occur during construction; however, emissions would not likely be great enough to noticeably affect air quality. There is no anticipated increase in transit service proposed. Therefore, no long-term air quality impacts are anticipated. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No off -site sources of emissions or odors are known. H:\Land Use Applications in PDF\SEPA Envirorunental Review Application-Jan201 Ldoc Page 4 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Proposed measures to reduce or control emissions or other impacts to air, if any: Construction contractors will be required to comply with regulatory requirements and implement appropriate dust control measures as necessary. 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan201 Ldoc Page 5 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No surface water withdrawals will be required for the project. 5. Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. Ims 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No, the proposal would not include the discharge of any materials to surface waters. b. Ground: 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. No water would be discharged to groundwater. Construction dewatering may be necessary. Quantities of groundwater dewatering are not currently known. H:\Land Use Applications in PDRSEPA Environmental Review Application-Jan201 Ldoc Page 6 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments Describe waste materials that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve: No on -site sewage systems will be constructed as a result of this project. c. Water Runoff (including storm water): Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow? Will this water flow into other waters? If so, describe. See attached. 2. Could waste materials enter- ground or surface waters? If so, generally describe. Small spills or leaks of motor oil, diesel fuel, or hydraulic fluid could occur during construction. See item d. below for measures to minimize the potential for these materials to be discharged into the ground. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: See attached. H:\land Use Applications in PDF\SEPA Enviromnental Review Application-Jan20I l.doc Page 7 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 4. Plants a. Check or circle types of vegetation found on the site: ✓ Deciduous tree: alder, maple, aspen, other Evergreen tree: fir, cedar, pine, other ✓ Shrubs ✓ Grass Pasture Crop or grain Wet soilplants: cattail, buttercup, bulrush, skunk cabbage, other Waterplants: water lily, eelgrass, milfoil, other Other types of vegetation b. What kind and amount of vegetation will be removed or altered? Thirty (30) small street trees (5" dbh or less) will be removed within the project boundaries. The existing shrubs and grass in the parking strips will be removed. c. List threatened or endangered species known to be on or near the site. There are no known threatened or endangered species known to be on or near the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: A planting plan has been prepared for the proposed project that includes trees and shrubs to be planted in planter boxes between the sidewalk and adjacent parking lots. The Landscaping Plan includes a mix of native and drought tolerant plants. Expanded landscaping will enhance the vegetation along the project corridor. Agency Comments H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan?-OI I.doc Page 8 Please respond to all questions. Use separate sheets as necessary. SEPA Checklist Applicant Responses: 5. Animals a. Circle any birds or animals which have been observed on or near the site or are known to be on or near the site: Birds: Hawk, heron, eagle, songbirds, other: Mammals: Deer, bear, elk, beaver, other: Fish: Bass, salmon, trout, herring, shellfish, other: Other: b. List any threatened or endangered species known to be on or near the site. The project site is highly urbanized. There are no known threatened or endangered species on or near the site. c. Is the site part of a migration route? If so, explain. The project vicinity is within the Pacific Flyway, an avian migratory corridor consisting of the western coastal areas of South, Central, and North America. Because of urbanized nature of the project area, there are no existing native terrestrial migratory corridors. d. Proposed measures to preserve or enhance wildlife, if any: The project area is currently completely developed with vegetation consisting of small street trees and grass planter strips. There are no existing wildlife habitats. The current proposal would increase the tree and shrub presence. However, the project site will remain a paved intersection with limited landscaping. The site does not provide suitable habitat for migrating avian or terrestrial fauna. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. The proposed project would only use electricity for lighting and emergency call boxes. The proposed project does not include an increase in transit service. Indirectly, future use may include increased frequency due to BRT/Rapidride service. The project would likely not result in an increase in fuel consumption. Agency Comments H:\Land Use Applications in PDRSEPA Environmental Review Application-Jan201 Ldoc Page 9 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. The transit center's shelter's would be approximately 10 feet with lighting extending to 14 feet. The transit center would be generally lower than surrounding development and would not interfere with the potential use of solar energy. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Energy efficient lighting would be included in the design of the facility and street lighting. No other sources of energy are proposed. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. See attached. 1. Describe special emergency services that might be required. No special emergency services would be required beyond those occasionally needed by other similar public facilities. These include police, fire, and emergency medical services. 2. Proposed measures to reduce or control environmental health hazards, if any: See attached. H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan201 I.doc Page 10 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? There is no off -site noise that would affect the project. Existing noise on and surrounding the site is primarily associated with existing transit operations, commercial truck activity, and traffic along Andover Park W and Baker Boulevard. 2. What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. See attached. 3. Proposed measures to reduce or control noise impacts, if any: See attached. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The project site is within the City's right-of-way with the exception of minor adjacent areas to be acquired for right-of-way. Adjacent land uses are a mix of commercial and industrial uses. Nearly all of the land directly adjacent to the project site is auto parking. b. Has the site been used for agriculture? If so, describe. Yes. The site was in agricultural use prior to the construction of the Southcenter Mall in the 1960s. H:Tand Use Applications in PDRSEPA Envirorunental Review Application-Jan201 Lcloc Page I 1 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Describe any structures on the site. The site is primarily right-of-way. The only existing structures are the existing bus shelters and a canopy structure formally part of a defunct gas station on the Firestone site. d. Will any structures be demolished? If so, what? Yes, the canopy on the Firestone site will be demolished. The existing bus shelters will be removed and replaced as part of the Transit Center project. e. What is the current zoning classification of the site? Tukwila Urban Center (TUC) f. What is the current comprehensive plan designation of the site? Tukwila Urban Center (TUC) g. If applicable, what is the current shoreline master program designation of the site? The site is not within shoreline jurisdiction. HALand Use Applications in PDFISEPA Environmental Review Application-Jan20I Ldoc Page 12 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No portion of the site has been classified as an "environmentally sensitive" or "critical" area by the City of Tukwila. i. Approximately how many people would reside or work in the completed project? No people would reside in the completed project. The transit center will not have any employees. j. Approximately how many people would the completed project displace? The project would not displace any people. k. Proposed measures to avoid or reduce displacement impacts, if any: Not applicable. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: See attached. H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan201 Ldoc Page Li SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing? No housing units would be provided. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. No housing units would be eliminated. c. Proposed measures to reduce or control housing impacts, if any: Housing impacts would not occur as a result of this project; therefore, mitigation measures are not proposed. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The Transit markers are approximately 20 feet in height. One is located at each of the northbound and southbound stops. The transit center's shelters would be approximately 10 feet in height with lighting extending to 14 feet. Building materials will include concrete, glass steel and potential masonry. b. What views in the immediate vicinity would be altered or obstructed? Views in the vicinity are predominantly urban with roads and buildings surrounded by surface parking. There is little vegetation breaking up the views of roadways. Views would be enhanced with the addition of landscaping including trees and shrubs in planter boxes lining the area affected by the project. H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan20I Ldoc Page 14 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Proposed measures to reduce or control aesthetic impacts, if any: No aesthetic impacts are anticipated. Area aesthetics are expected to improve with the proposed project. IL . Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Exterior lighting at the Transit Center would be replaced and enhanced to provide for safety and to direct users and buses appropriately in the evenings. Exterior building materials would likely include glass, steel and concrete, but would not be expected to produce significant glare. b. Could light or glare from the finished project be a safety hazard or interfere with views? Transit Center lighting would comply with all applicable City codes relating to lighting design (TMC 18.60 and 11.08). Improvements to Andover Park W and Baker Boulevard would be in compliance with all City street design codes so that bus and automobile headlights would not represent a safety hazard to drivers or pedestrians. Exterior lighting would also be directed so as to not interfere with vehicles. Light or glare from the finished project is not expected to create a safety hazard or interfere with views. c. What existing off -site sources of light or glare may affect your proposal? Off -site sources of light in the immediate vicinity include lighted warehouse building, commercial stores, office buildings, and adjacent lighted roadways and parking lots. Off -site sources of light are not likely to affect the safety or use of the Transit Center. d. Proposed measures to reduce or control light and glare impacts, if any: Lighting design for the proposed Transit Center would comply with the City of Tukwila's lighting standards. Exterior lighting would also be directed so as to not interfere with vehicles. Light or glare from the finished project is not expected to create a safety hazard or interfere with views. H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan201 Lcloc Page 15 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? There are no public outdoor recreational resources in the immediate vicinity of the proposed Transit Center. Many of the retail stores and restaurants, including the Southcenter Mall, offer various recreational opportunities. Nearby recreational opportunities include Tukwila Pond Park to the south and the Green River Trail to the east. b. Would the proposed project displace any existing recreational uses? If so, describe. No recreational uses would be displaced as a result of this project. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: There would not be adverse effects to area parks or trail users resulting from the proposed project. Therefore, measures to reduce or control impacts are not necessary 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, National, State, or Local preservation registers known to be on or next to the site? If so, generally describe. According to Department of Archaeology and Historic Preservation (DAHP) records, there are no properties listed on or proposed for national, state or local registers in the vicinity of the proposed project. H:\Land Use Applications in PDRSEPA Envirotunental Review Application-Jan201 Ldoc Page 16 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. No designated landmarks or evidence of historic, archaeological, scientific, or cultural importance are located on or next to the site. The Green River Valley has been occupied for several thousand years, so it is possible that artifacts could be encountered during excavation of the native soils. c. Proposed measures to reduce or control impacts, if any: The proposed project does not involve any construction activities that will adversely affect designated landmarks or historic properties. However, in the event that archaeological resources were unexpectedly exposed during excavation or grading on the site, all construction would be temporarily halted in the immediate vicinity of activity and the City and DAHP would be notified. Construction activity would not resume until the City, DAHP, and a professional archaeologist had been consulted. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The proposed transit center is located along the public street Andover Park W, and Baker Boulevard. Transit will approach from both streets. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. The site includes a bus stop served by public transit. c. How many parking spaces would the completed project have? How many would the project eliminate? The proposed project will not add or eliminate any parking spaces. Fl:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan201 l.doc Page 17 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). The proposed project largely entails improvements within the Andover Park W and Baker Boulevard rights -of -way. Refer to A.10 above for a complete description of the roadway and sidewalk improvements proposed. The transit center and road widening will be public. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. The proposed project would not generate any additional vehicular trips. There is the potential for a future increase in BRT/Rapidride frequency. g. Proposed measures to reduce or control transportation impacts, if any: See attached 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. See attached H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan20I Ldoc Page 18 Please respond to all questions. Use separate sheets as necessary. SEPA Checklist Applicant Responses: b. Proposed measures to reduce or control direct impacts on public services, if any. There are no adverse impacts anticipated. One of the purposes of the proposed transit center is to increase the safety through use of enhanced lighting, landscaped medians, and other treatments to improve safety, security, and comfort using Crime Prevention Through Environmental Design (CPTED) principles. 16. Utilities a. Circle utilities currently available at the site: septic other: b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Electrical power to the site would continue to be provided by Puget Sound Energy. Water is purchased by the City from the City of Seattle. Refuse service is provided by Allied Waste Services. Minor disruptions in service are expected during construction, but there would be no permanent disruption with the operation of the new transit center and road widening. Agency Comments H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan20I Ldoc Page 19 SEPA Checklist (NON -PROJECT PROPOSALS (E.G., SUBURBAN PLANS AND ZONING CODE TEXT CHANGES) MUST COMPLETE THE FOLLOWING PAGES). C. SUPPLEMENTAL SHEET FOR NON -PROJECT PROPOSALS (do not use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments How would the proposals be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan201 Lcloc Page 20 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitats, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan20I I_doc Page 21 Please respond to all questions. Use separate sheets as necessary. SEPA Checklist Applicant Responses: Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public service and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with Local, State, or Federal laws or requirements for the protection of the environment. D. SIGNATURE Agency Comments Under the penalty of perjury the above answers under ESA Screening Checklist and State Environmental Policy Act Checklist are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. / t Signature: Date Su .Z H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan2011.doc Page 22 Attachment A — Supplemental Information The following information supplements responses to questions in the SEPA Checklist. Numbered headings refer to questions in the SEPA Checklist. A.10 The Tukwila Transit Center project will replace the existing, inadequate transit stops located near the intersection of Andover Park West and Baker Boulevard in the City of Tukwila with an expanded, high quality Transit Center to accommodate current and future passenger demands, promote transit ridership, provide expanded capacity for transit service include King County Metro's Rapid Ride Hine (BRT) and future Sound Transit Express, and improve passenger and business safety and security. Work will include construction of: ■ New northbound and southbound stops and bus bays along Andover Park West. The existing in - line and pull-out stops in the northbound and southbound directions will be replaced by 2-bay and 3-bay stops. ■ A new curbside stop to replace the existing stop on Baker Boulevard (eastbound direction). ■ BRT electronic "real time" signage and ORCA/ticketing system as well as other route and transit system signage. ■ Enlarged passenger shelters and passenger amenities for all stops. ■ Enhanced lighting and other treatments to improve rider safety, security, and comfort using Crime Prevention Through Environmental Design (CPTED) principles. ■ New security systems (emergency call station and potentially closed circuit television) to further improve rider safety. ■ Landscaping and other treatments to reduce impacts between the transit zones and neighboring properties. ■ Increased sidewalk area and improved accessibility for waiting and mobility at the Andover Park West/Baker Boulevard intersection to support safe and efficient pedestrian movements, and mitigate current pedestrian safety issues. The project has been designed to coordinate with a recent expansion of the Southcenter shopping mall immediately to the west of the site, and will promote safe and efficient pedestrian movements to/from that location. The project is also designed to be integrated with the future redevelopment of Tukwila's Urban Center Core to the east of the site, and is a necessary component of meeting travel demand management requirements for the Tukwila Urban Center as a whole. The Tukwila Transit Center has been designed to accommodate the Rapid Ride F-line, scheduled for implementation in September 2013, and is considered critical to the success of that BRT route. Design and construction are also coordinated with the Tukwila Transit Center project as well as two utility replacement projects (water and sewer) for aging and substandard conveyance systems. Improved capacity, reduced accidents/potential accidents, and access management will be gained with the center median. Heavy jay -walking by transit users and patrons of adjacent retail services will be reduced by the combination of the new Transit Center (separate project, fully funded) and the center Attachment A Page 1 of 5 Tukwila Transit Center SEPA Checklist �'��� AUG 0 6 2012 COMMUNITY DEVELOPMENT r, w median. Coordination of the three related projects (widening, transit center, utilities) will save on costs and impacts to the drivers and surrounding businesses. 6.1.e Excavation and fill are required to re -configure streets and sidewalks. All excavation will take place on previously disturbed soil. On the west side of Andover Park W, excavation will occur both in paved ROW and the currently paved private parking lot. On the east side of Andover Park W, excavation will occur in the paved roadway ROW, the existing paved parking lot, and in an existing landscape berm. On Baker Boulevard, excavation will be minor and will occur either in the existing paved roadway ROW or to a limited extent onto existing paved private parking. Tukwila Transit Center Typical excavation work for construction of Tukwila Transit Center will generally not exceed an excavation depth of three feet. This work will primarily be excavation for spread footings for shelters and short planter walls, as well as associated work for removal of existing concrete and asphalt pavements, sidewalks, and grass planters, as well as preparation for rock sub -base. Exceptions to this statement include a small amount of storm drainage work where a storm drainage catch basin structure is being relocated. This work will extend to a depth of about 20 feet below the existing grade, but is over a location previously excavated for a storm drainage line several years ago at this same depth. Andover Park West Excavation work for construction associated with Andover Park W improvements will generally not exceed a depth of three feet. This work will primarily be excavation for roadway widening, and construction of associated rock sub -base, as well as excavation for construction of new curb and gutter, roadway asphalt, new sidewalks, and excavation of existing pavement for new landscaped medians. Exceptions to this statement include excavations for a new water main, which has a typical depth of about five feet, but is anticipated to extend to a depth of about eight feet at the south limit of work at the intersection with Strander Boulevard. There is also storm drainage work which includes relocation of existing storm water catch basin structures. This excavation is anticipated to extend to a depth of seven feet, but is over locations previously excavated for storm drainage lines several years ago. The following is a summary of the import and export volumes: Andover Park W, including waterline: Export volume is about 4100 CY Import Volume is about 1900 CY For Tukwila Transit Center: Export Volume is about 2700 CY Import Volume is about 1000 CY Attachment A Tukwila Transit Center SEPA Checklist Page 2 of 5 Imported fill would generally include gravel, crushed surfacing top course, and structural soil and top soil for tree pits. Fill would all be sourced from approved sites and vendors, but the exact source is not known at this time. B.3.c.1 The existing stormwater runoff from the project area is conveyed to an existing storm drain system on Andover Park West that flows north and discharges to Gilliam Creek, north of 1-405. Stormwater runoff from the proposed improvements will follow the existing drainage path with some minor modifications to catch basin and storm drain pipe locations. A new higher capacity water main is necessary due to aging infrastructure and inadequate capacity. This replacement project is funded through the city utility enterprise funds and is being done separately but in coordination with the roadway project and the Transit Center project. B.3.d Measures to reduce or control surface, ground and runoff water may include but will not be limited to the following: ■ Stabilizing exposed soils with a vegetative cover or other erosion control treatment immediately following construction. ■ Implementing TESC Plan measures to address erosion control during and after construction (including directing runoff away from unstabilized soils, slowing runoff with structures, installing silt fence to catch particulates). ■ Developing, implementing, and maintaining a Stormwater Pollution Prevention Plan (SWPPP) to minimize erosion and sediments from rainfall runoff at construction sites, and to reduce, eliminate, and prevent the pollution of stormwater. ■ Developing a plan to manage toxic materials associated with construction activities (equipment leaks, disposal of oily wastes, cleanup of any spills, storing petroleum products/chemicals in contained areas away from streams and wetlands). ■ Providing dewatering treatment disposal systems and a plan for these systems to meet any code or permit requirements. B.7.a Construction It is possible that contaminated soils will be encountered during excavation. The most likely exposure to hazardous materials during construction would involve petroleum products including diesel fuel used in heavy equipment such as grading and paving machinery. Standard BMPs for mobile fueling and chemical storage and containment would be included as part of the Stormwater Pollution Prevention Plan (SWPPP). Attachment A Tukwila Transit Center SEPA Checklist Page 3 of S r� l Operation No known risk of exposure to environmental health hazards are expected during operation of the proposed project. A review of the Washington State Department of Ecology Confirmed & Suspected Contaminated Sites (CSCS) report indicates that no known sites are present on or near the proposed site (DOE, 2012). The nearest site in the CSCS report is a UPS property located approximately 0.5 miles south of the project. It is listed for confirmed presence of benzene and petroleum products in the soil. A Phase II assessment was performed for the project site. The investigation found lead in the canopy on the Firestone site. This canopy is planned to be removed as part of the proposed project. All materials from the canopy will be disposed of properly. B.7.a.2 Although, no known contaminants exist at the project site, a formalized plan would be required for removal and treatment or disposal of any contaminated soil or ground water encountered during construction. In the case that contaminants are encountered specific measures that could minimize exposure could include increasing construction zone setbacks, additional barriers to public access, and expeditious remova► and disposal of contaminated materials in accordance with applicable regulations, as appropriate. The most likely hazardous materials would involve petroleum products spilled from construction equipment or buses. Any such occurrence would be managed using standard approaches in accordance with applicable requirements. B.7.b.2 Land uses surrounding the proposed transit center are predominantly commercial, industrial, or related to transportation and would not be considered sensitive receivers. During construction there would be temporary and intermittent increases in sound levels near active areas of construction and along roadways used for construction vehicles. The increase in noise levels would depend on the type of equipment used and the amount of time it is in use. Typical construction equipment could include bulldozers, graders, concrete and gravel haul trucks and cranes. Short-term increases in noise would be expected from the use of equipment on the site and along access routes from hauling construction materials Sources of operational noise at the proposed transit center would be the buses servicing the center and pick-up/drop-off automobile traffic associated with the center. As noted above, transit service is not planned to increase as a result of this project. Therefore, bus noise is not expected to increase. To the extent that the project achieves its efficiency goals and passengers are loaded/unloaded faster, noise from idling busses would decrease. B.7.b.3 The following measures will be implemented to minimize disruption and inconvenience caused by construction activities: Attachment A Page 4 of 5 Tukwila Transit Center SEPA Checklist ■ Ensuring the adequacy of mufflers on all engines. ■ Minimizing idling time of equipment and vehicle operation. ■ Operating equipment only during hours approved by the City. B.8.1 The proposed project is an upgrade to an existing bus stop. The project was designed to implement the City's urban center policies. Regional and local transportation and land use plans identify the Transit Center as the location for focused growth and transportation service. The transit center is in -line with the city's targeted land use, transportation planning and regulatory decision making. Tukwila's plans and decisions are in line with state, regional and local goals for addressing population and job growth. Providing transit facilities so that anticipated growth and existing demand can be met and congestion reduced and air quality improved is the goal of this proposal. 14.g A transportation analysis was prepared for the proposed project (Fehr and Peers, 2012). The following response summarizes the results of that analysis including measures to retain acceptable levels of service. The results of the analysis indicate that, while an additional pedestrian phase — "the scramble phase" - will add delay to vehicles at the intersection, it would not greatly affect roadway corridor options assuming that the new signal is coordinated and the network offsets are optimized prior to 2030 conditions. The addition of this phase would increase delay for motorists both entering and leaving retail properties at Baker Boulevard and Andover Park West. In 2030, average queues would almost fill the eastbound drive aisle, with maximum queues extending beyond the length of the drive aisle. This queue issue could be mitigated by adding an additional exit lane. Unrelated, but nearby projects may also reduce future queues at other driveways along Andover Park West by conversion to right -in, right -out only. 15.a The proposed Transit Center would not provide new housing and would not result in an increased need for schools or health care facilities. Development of the Transit Center may increase pedestrian circulation activities. The increase in pedestrian use could result in a modest increase in need for emergency response capacity to the site, such as fire, police, and emergency medical response. However, this increase would be minor relative to the surrounding area and is not anticipated to place additional capacity demands on the existing public services being provided in the vicinity. Attachment A Page 5 of 5 Tukwila Transit Center SEPA Checklist CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail.- AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: I . I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors ior other resptatives he'right to enter upon Owner's real property, located at AMD\n� W rre z k I� t�,_._(/C.t��foT the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at TV `kw I `ck (city), (state), on ✓J 20 l ok W��1��mp�f"& On this day personally appeared before me O pq to me known to be the individual who executed the foregoing instrument and acknowledged thathe/she signe the same as his/ er oluntary act and deed for the uses and purposes mentioned therein. N11�� y'%t SUBSCRIBED �' �EFORE ME ON THIS DAY OF 20 la, NOTARY PUBLIC in an4'f°r the State of Washington • ' g residing at � s My Commission expires on l Of W rb HALand Use Applications In PD .onmental Review Application-Jan201 LDoe CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX. (206) 431-3665 E-mail: Manning ci',Tulai,ila 11�A. r;ov SEPA ENVIRONMENTAL REVIEW FOR STAFF USE ONLY Permits Plus TYPE: P-SEPA Planner: — C File Number: 1_— Application Complete Date: Z8 12 Project File Number: Application Incomplete Date- Other File Numbers: NAME OF PROJECUDEVELOPMENT• Tukwila Transit Center and Andover Park West Widening Project LOCATION OF PROJECUDEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. The proposed project is located between Tukwila Parkway and Strander Boulevard in the City of Tukwila (Township 23 North, Range 4 East, Sections 23 & 26 South) LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). Work to be primarily in street right-of-way; minor right-of-way acquisitions are expected from adjacent parcels. DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Cyndy Knighton Address: City of Tukwila 6300 Southcenter Blvd., Tukwila WA 98188-2544 Phone: (206)431-2450 E-rn, Sign H:\Land Use Applications In PDf\SEPA Environmental Review Application-Jan201 ].Doc FAX: (206) 431-3665 cq wnx H1Ti cenhow + s STST IItC:7G� ICI.Nit � - �xarx �eai � y�9cuto • ♦� plt•A..T ELT and E/ ; Project Location •� I rin.I t �y G I`6 7/`- rt Dent Pat 0 �r� ��tP pOQ og ` o 0 3 L T (� I I C C Legend Q Project Area L'1 City of Tukwila C Park axac Water Body J J o 2,400 — Streams Feet SOURCE: USGS Topo Map, 2011 RECEIVED AUG 0 6 2012 TY DEVOELOPMENT — Tukwila Transit. 211346 Figure 1 Vicinity Map Tukwila, Washington t I I,,- 0()q 1 2 3 4 5 6 0 aaaa aaa ©©© ®®® ®ES102® ••4�\'gi1 7SR a+rr■1 �"=�irR.■ 1 uoio4i��rQy ..........:: :::..........: -:- .......:.— :^ :::::::::r: JJ i t::...::.....- ::............... ..............-•::::::::::...::::::::::::::................................................?...... ..... .. ,. ....• ■;:r,:r;.;:r.:r.:■::r.:r.:•::.::��:�EF�E;r:!...... .... c;�:..... .:�::�::�::r:� r; :: :SrB2r5r:::;c:■:;ra::r::■::r::■,:r.:�.:r.1.: ■E4i7�r.:r. ��.;�,: SOUTHBOUND STOP ANDOVER PARK WEST A 1 2 w►cawmrANT - stAJ. IBI GROUP SOT SCC4nd A—.e-Sut41400 Roo; �Ll See194 WA S8104 1570 USA j 1 `�•awo� 1'e+w aMwwa bl 206521.9091 +a•+r.t.rs..,.RO�� �`^"►•wt•,w fa4200521.9095 wa GR� aey..�y�� rwrppwib s. ^era o nn wcaas NMI I I U I I I I I o A ---- 3 y 3 3 AS 103 ES103 7S103 --------------------------------------- I r I ES107 A5107 Idd Z ` w _! —} =r m, I I (Y I ' W REVISIONS ----- 5 5 5 u 6 6 A5105 EST 05 TS10S AStOfi E611 I I I j I I I � 6 �stos j � --------- -- -'---- 4 - I---------------------- ------ --� m i: ------------------ ,r4I� y CD1C2 CP102 CU102 CG102 3 TRANSIT CENTER AREA PLAN 1-'a 41T4r DESCRIPT" 4 11 B I I 1 f — i a, 00 T RECEIVED A AUG 062012 COMMUNTY N DEVELOPMENT G 40' 80 60% C.D. NOT FOR CONSTRUCTION cuENr CITY OF TUKWILA r {{ .i 1 •-..1 i i7. i ;2 180E 5 6 PROJECT TRLE 5REETT-1. TRANSIT CENTER AREA PLAN PROJECT NO 247353 DRAWN By B SCHANS CHR•0 BY. L MANGIN SCALE V = 40-0' DATE. 2012-04.02 SNEET NUMBER REV GS100 Iwo 2 3 4 5 6 NE 1/4 SEC.26 T.23N. RAE. W.M. -�j CONSTRUCTION NOTES 2-1-4 (D REMOVE CANOPY, SUPPORT COLUMNS, AND FOUNDATION TO 3' BELOW GRADE. DISCONNECT > AND ABANDON LIGHTING SYSTEM. D 1 '4 REMOVE CATCH BASIN Q -7— . . .... T REMOVE TREE B r U, �a '2 REMOVE CONC WALL REMOVE BUS SHELTER AND FOUNDATION 2- =L T-) 'AN r.-' DOVERP�RKWES — — — — — — — — — — — — Qa REMOVE CONC BLOCK WALL V�' T G- REMOVE IRRIGATION CONTROL BOX, PIPES, AND CONDUCTORS .. . . .. ...... ....... REMOVE BOLLARD . . ...... .. .......... oLY REMOVE MONUMENT CASE & COVER -2 b SEE ROAD PLAN CONSTRUCT'INI-Ei N'FO REMOVE SIGN 10too c ED C SAW c-) .... . .... . ...... -7-t- LEGEND 3, 3 i 3 1 3 All 3 SAW REMOVE ASPHALT CONIC. PAVEMENT T, K c'- :2 REMOVE CEMENT CONIC. PAVEMENT REMOVE CEMENT CONC. SIDEWALK B B -�3 MILL ASPHALT CONC. PAVEMENT VARIES, 2" MAX J V V V V J REMOVE CEMENT CONIC. CURB/ CURB AND GUTTER —SAW— SAW CUT INLET PROTECTION RE-: C m, v E c A DEVELORitUENT A 9 29- 4 75% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE a =-Consulting Engineers CITY OF TUKWILA ANDOVER PARK IN REMOVAL PLAN 1601 Fifth A—e, Suite 1600 IBI GROUP Seattle, Washington 98101-3665 III Second A—U, - SUrW 1411 (206) 622-5822 F., (206) 622-8130 IBI Seattle WA 96104 1576 USA COPYRIGHT GROUP wn tel 206S21.9091 PROJECT NO 24735A SHEET NUMBER REV jo DRAWN BY J. CURTIS fa. 2G6.521.9095 CHKID BY L. VAND S� NO, DATE APPR DESCRIPTION E: 1" = 20' CD101 GRIUP REVISIONS VV DATE: 2012-XX-XX EI2-DU1 2 1 NE 1/4 SEC.26 T.2a 5 s 3N. RAE. W.M. �^ 0�'.-`� I L — - t < t \4 % CONSTRUCTION NOTES Ql REMOVE CANOPY, SUPPORT COLUMNS, AND \ _ „ 41- _5\ ✓' FOUNDATION TO 3' BELOW GRADE. DISCONNECT - - a D AND ABANDON LIGHTING SYSTEM. 0. REMOVE CATCH BASIN ?� = ANDO VER RARf(.WES-T ` 1` _ ® REMOVE TREE ---------- , Y: ice' --- ,L -- _ ® REMOVE CONIC WALL —� + — \ fXi ...iC ,<. s_f.:. ��" .Feaa.''"u_rmrxxx----c- t-•-.:,�x.�-xj�`y'. ..a:ta.h-r 7-�...�s_--z�c-�:J.: e+rr<,;r, \ ,sue-,=e•-a-r ,,,r _ I I _„ 1 _�_ t 5 ��� :�. 8 I �— , �' 1 0 REMOVE BUS SHELTER AND FOUNDATION ,. 5..21 }1' - i I j Q REMOVE CONC BLOCK WALL 10 3 — �� I� lr- 6 vwereve ...�.... a ....................c�. Ti-o�`:'s%::': -� �' �';— _. ^.i . -1 H._. :�^•--_ y-- i`, . _ '•"•"°"• "• :.. _ _ (DREMOVE IRRIGATION CONTROL BOX, PIPES, AND ° UP' i s °°• r d ° I I I { j' f. - _ CONDUCTORS .......... VAMT -' •••�� ® REMOVE BOLLARD 2. - + - — C.)OO REMOVE MONUMENT CASE & COVER r - Z SEE ROAD PLAN FAO ITY S \i m REMOVE SIGN 19+ +00 SA C !m1 YY - - w - mow—w - - - 5 - _� -LINE - + = w sAw w sAw sAw SAW 1 <n _ I O • •....•..••..vv •••. vv.•.••vv•••ay. •es ••e .•.••••vv•.•v•••... v..vov v ° • •.•v vie • v •. • �sas�eTe••O°fie• •m• •ve JF T7, 3 la L - - - -e---J s I IA B M .1 ivi Consulting Engineers 1601 riNh Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5622 fax (206) 622-8130 COPYItIOHT: wi�000noa,ea o a,.,ava a ar .�vm. vno von 2 IBI GROUP 8011 Second Avenue - suite 1400 IBI 5 SIWAEI"C 1576 USA GROUP W1 206.521.9091 tax 200.521.6095 3 e • e � VO. OATE APPR DESCRIPTION REVISIONS 4 N �I 16 MATCHLINE: SEE SHEET C0106 CLIENT CITY OF TUKWILA )Ik 1906 LEGEND DI m I I REMOVE ASPHALT CONC. PAVEMENT ••• REMOVE CEMENT CONC. PAVEMENT REMOVE CEMENT CONC. SIDEWALK B MILL ASPHALT CONC. PAVEMENT VARIES, 2" MAX z V V V V , REMOVE CEMENT CONC. CURB/ s CURB AND GUTTER —SAW— SAW CUT 2 Q INLET PROTECTION i2 -007 RECEIVED AUG 0 6 2012 P COMMUNITY DEVELOPMENT O 20' 40' 75% C.D. NOT FOR CONSTRUCTION 5 6 PROJECT TITLE SHEET TITLE ANDOVER PARK W REMOVAL PLAN - PROJECT NO: 24735.4 SHEET NUMBER CD 102 REV: DRAWN BY: J. CURTIS CHIM L WIND SCALE:: 1' = 20 SCAL DATE: 2012-XX.XX / p . - 1 �-•a.= �.Y 3^ T :1 0 i -- z 3 NE 1/4 SEC.26 T.23N. RAE. W.M. 6 . NE 1/4 SEC.23 T.23N.RAE. W.M. �� \ ✓ �. ra .. :. / CONSTRUCTION NOTES REMOVE CANOPY, SUPPORT COLUMNS, AND FOUNDATION TO 3' BELOW GRADE. DISCONNECT A� AND ABANDON LIGHTING SYSTEM. p _X OO REMOVE CATCH BASIN `, { I! Bi I i A Q vEoR I RK PAWEI T I I I 1 , ULU 1. -.� : --, 4- _ -:.-_ E MAN 9EM, E I W 21+00 SA w 2 00 — UN A --- REMOVE TREE ® REMOVE CONC WALL REMOVE BUS SHELTER AND FOUNDATION IT sY. — © REMOVE CONC BLOCK WALL REMOVE IRRIGATION CONTROL BOX, PIPES, AND >-s> CONDUCTORS 3 ® REMOVE BOLLARD _ = 0 REMOVE MONUMENT CASE & COVER r z SEE ROAD PLAN \ r, 10 REMOVE SIGN m m N m c-J 0 C I \ \ \ I VARIES, 2" MAX J J J J V V . REMOVE CEMENT CONC. CURB/ CURB AND GUTTER —SAW- SAW CUT ❑® INLET PROTECTION 0 9 2012 A A CO��i'Jlui�: �`/ D EVEELO .TENT V 0 20' 40' 75% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEET TITLE REMOVAL PLAN Consulting Engineers 1601 FiRh Avenue, Suite 1600 ttl W h gton 9206) IBI GROUP ne Av it,US 1400 (206) 622 5822 Fax (206) 622-81J0 (2 622— 141 Ill IBI Seattle WA 981041576 USA ❑ S.W.801 GROUP W 206.521.9091 tax 20fi.521.9095 %{ S �1>v �.' ,�, •?p - �, Co RIGHT. PROJECT NO 24735A SHEETNUMBER REV: DRAWN BY: J. CUR71S e.� ,f=O N .. CHK'D BY: L. WIND ec f itle° o` isQa � CD103 NO. DATE APPR DESCRIPTION SCALE: 1"=20' REVISIONS DATE: 2012-XX-XX ""' - "- D 2 _ 3 NE 1/4 SEC.23 T.23N. RAE. W.M. r;l J 2 %I� III 4 �I 5 -I cE 6 CONSTRUCTION NOTES Q REMOVE CANOPY, SUPPORT COLUMNS, AND FOUNDATION TO 3' BELOW GRADE. DISCONNECT AND ABANDON LIGHTING SYSTEM. Q REMOVE CATCH BASIN Q REMOVE TREE ® REMOVE CONIC WALL 0 REMOVE BUS SHELTER AND FOUNDATION © REMOVE CONC BLOCK WALL Q REMOVE IRRIGATION CONTROL BOX, PIPES, AND CONDUCTORS ® n REMOVE BOLLARD _ REMOVE MONUMENT CASE & COVER z SEE ROAD PLAN m 10 m m N 2 m C" ) v 0 cn REMOVE SIGN CI I \ \ \ I VARIES, 2" MAX J V . REMOVE CEMENT CONC. CURB/ CURB AND GUTTER sew SAW CUT Q INLET PROTECTION 612 —00 7 E C E'V'0 Al"1 sty 41 6 2012 A C0f1hI&UV1*T`( A DEVELOPWiENT 0 20' 40' 75% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBLONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEET TITLE REMOVAL PLAN Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle,98101—J2-8 IBI GROUP 801 Avenue Suite 1400 J� q —5822gtF. (206) 622-5822 Fax (206) 622-81J0 1. WA IBI Seattle WA 981041576 USA GROUP ❑ („� ! 'f` `-'". 1 � COPYRIGHT PROJECT NO: 24735A SHEET NUMBER REV', eNaa ae� aw�.a W 206.521.9091 fax 206521,9095 ,Q {„ ^;,. 1 •. ;J ti. F$O• Y• p 19176�y C D 104 DRAWN BY: J. CURTIS # k CHK•D BY: L. VIA N NO. DATE APPR DESCRIPTION SCALE: 1" = EEEq .... REVISIONS DATE: 2012-._ X 1 2 3 4 5 6 NE 1/4 SEC.23 T.23N. RAE. W.M. CONSTRUCTION NOTES e `+ (D REMOVE CANOPY, SUPPORT COLUMNS, AND i r , yl �• F L — I I ' FOUNDATION TO 3' BELOW GRADE. DISCONNECT 0 I I , AND ABANDON LIGHTING SYSTEM. D Q REMOVE CATCH BASIN jif 3 REMOVE TREE REMOVE CONC WALL i V 0 REMOVE BUS SHELTER AND FOUNDATION REMOVE CONC BLOCK WALL i Q REMOVE IRRIGATION CONTROL BOX, PIPES, AND I CONDUCTORS i I_A I © REMOVE BOLLARD C'>_ ! I O Q REMOVE MONUMENT CASE & COVER ` J SEE ROAD PLAN II Co TRUCT INLET CTIOtJ FOR 30Q _ .. REMOVE SIGN —4 — — N $0+00 3+,4.3 I C 0 C m 1. ... \�\ LI A L W_8 8 W ' I I ci r LEGEND REMOVE ASPHALT CONC. PAVEMENT _ I REMOVE CEMENT CONC. PAVEMENT REMOVE CEMENT CONC. SIDEWALK 6 II'I i I ill I I MILL ASPHALT CONC. PAVEMENT VARIES, 2" MAX J _� .� .� J V , REMOVE CEMENT CONC. CURB/ CURB AND GUTTER —SAW— SAW CUT Q INLET PROTECTION (r.�& /Z `00 %_ G 4EC 1'�k�IED 1G 0 5 2R 2 A cOFifiMUNMY A D arEELO PtVIEM17 N 0 2040' 75% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE Consulting Engineers CITY OF TUKWILA ANDOVER PARK W REMOVAL PLAN 1601 FiRh Avenue. Suite 1600 UN GROUP .tJtLA Seattle, Washington 96101-J2- ❑ '01 A 81041 76 US 1400 ..:.,�A �r S (206) 622 5ffiZ Fax (206) 622-fiIJO IBI Seattle WA 981041576 USA 11J10 r 'E COPYRIGHT GROUP PROJECT NO: 24735.4 SHEET NUMBER REV: tel 206.521BD91 �q �' ✓ r�yd .� fax 206,521.9095 4 t a1' . O DRAWN BY: J. CURTIS CHK'D BY: L. WIND laic I lee m,n au mb NO. PATE APPR DESCRIPTION 1906 SCALE: 1"=20' - REVISIONS DATE: 2012-XX-XX _.............__._......_._.... -I- - - - F i I IA 4 DI CI LEGEND REMOVE ASPHALT CONC. PAVEMENT REMOVE CEMENT CONC. PAVEMENT REMOVE CEMENT CONC. SIDEWALK B MILL ASPHALT CONC. PAVEMENT VARIES, 2" MAX J ,/ J , REMOVE CEMENT CONC. CURB/ CURB AND GUTTER -SAW- SAW CUT 191 INLET PROTECTION C 12 0 0 7 RECEI EED AUG 062012 COMMUNITY A DEVELOPMENT 0 20' 40' 75% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE Consulting Engineers 1601 fifth Avenue. Suite 1600 Seattle, —5822 tF. 96101—J2— (206) 622-5822 Far (206) 622-6IJ0 IBI GROUP TD T Seattle WA 9B10a 157fi USA 1D1 ❑ 6015econd Ave41576 SlaaD GROUP CITY OF TUKWILA ,F�.l�LA, N� r f' J :(7� TRANSIT CENTER REMOVAL PLAN COPYRIGHT: PROJECT NO: 20735,3 SHEET NUMBER REV: tel 206.521.9091 fax 206,521.9095 Q ' "f Wni d}`Q DRAWN BY: J,CURTIS CHK'D BY: L. WIND me° ec u � P 190B CD 106 NO. DATE APPR DESCRIPTION- SCALE: 1"=20' REVISIONS DATE2D12-XX-XX ........ 1 2 3 4 5 1 6 INLET PROTECTION NOTES: D I. INSERT SHALL BE INSTALLED IN ALL OPERATIONAL CATCH BASINS D ADAPTER SKIRT TRIM RETRIEVAL STRAP PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT TO WITHIN 5" OF a� OF A NEW CATCH BASIN. GRATE,(TYP.) /� OVERFLOW 2. PERFORM MAINTENANCE IN ACCORDANCE WITH THE CURRENT WSDOT BYPASS FOR STANDARD SPECIFICATION B-0I.3(15) PEAK STORM VOLUMES 3. UNLESS OTHERWISE SPECIFIED, WHEN DEPTH OF ACCUMULATED B - SEDIMENT AND DEBRIS REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF DEVICE THE DEPOSITS SHALL BE REMOVED. DEBRIS OR Z CONTAMINATED SEDIMENT SHALL BE DISPOSED OF IN ACCORDANCE .)..'. WITH WSOOT STANDARD SPECIFICATION 2-01.2. CLEAN SEDIMENTS - MAY BE STABILIZED ON SITE USING APPROVED BEST MANAGEMENT PRACTICES WHEN THE ENGINEER APPROVES. _ 4. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 5. THE BGID SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID C WITHOUT SPILLING THE COLLECTED MATERIALS. SEDIMENT C GEOTEXTILE FABRIC INSERT SEDIMENT ACCUMULATION REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING INTO APPROPRIATE DISPOSAL LOCATION, AND REINSERTING IT INTO THE CATCH BASIN. CATCH BASIN INLET PROTECTION SCALE: NOT TO SCALE B B 001 A AUG 0 6 2012 A COMf'1lUMTY DEVELOPUIENT 75% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBLONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE ffmoConsutting Engineers CITY OF TUKWILA ANDOVER PARK W REMOVAL DETAILS 1601 Fifth Avenue, Suite 1600 IBI GROUP �v.J ILA, H� Se ttl W shngton 98101-3665 801 Second Avenue - Suite 1400 +xyy (206) 622 5822 Fax (206) 622-81JO IBI Seattle-981041576 USA lt,J `1'} +` As's COPYRIGHT: GROUP q�""fi PROJECT NO: 247354 SHEET NUMBER REV: W1 206.521 9091 Q I `,f` F4 "I a Qom a fax 206,521.9095 N� -r 'b j pew a a a ♦ a W � O DRAM BY: J.CURTIS Pam.. j 2 CHMD BY: L. WIND CD 107 e G pp +ppm a to laeri®m NO. DATE APPR DESCRIPTION R 1908 SCALE: AS SHOWN -...- REVISIONS DATE2012-XX-XX 1 2 1 3 4 5 6 ID IC DI LINE —A R/W R/W VARIES 11 11 11 VARIES 10' TYP I D' TYP 3.0' 8.0' PROFILE PT IL----------- ------ __ 1 I------ 2" HMA CL 1/2 INCH. ---- PG 64-22 SECTION -A LINE —A R/W R/W SIDEWALK 13' 2' 1 23' 1 9' 1 23' 9.0' VARIES INTEGRAL � 2. 0' PROFILE PT CEMENT CONCRETE TRAFFIC CURB 5' � 2% GUTTER — --21a T — v¢ TVARIES 2" CSTC --------- ---- l MAk 4 B 4' CEMENT CONCRETE '''' '�fi ------------ 1/2 INCH, TOPSOIL TYPE A ------ 2" HMA CL 1/2 INCH, — < ` 2 CSTC 4" CEMENT RT FLOWLINE CONCRETE SIDEWALK ' 4" CSTC PG 64A22L PG 64-22 �yr��\rr.l r PROFILE PT SIDEWALK 10" HMA CLASS 1/2 INCH, PG 64-22 HMA CL 1/2 INCH, ATB CEMENT CONCRETE 12" CEMENT CONCRETE PAVEMENT COMPACTED SECTION-B P IS 64-22 PG COMPACTED TRAFFIC CURB &GUTTER C SUBGRADE SUBGRADE 2" CSTC RECEIVED AUG 0 6 2012 A 5 2.5 0 5 O1 ,N1UNd T-Y A SCALE IN FEET HORZ. OEVELOPMENT 2 1 0 2 4 SCALE IN FEET VERT. / _0O 75% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE Consulting Engineers CITY �O�F TUKWILA ANDOVER PARK W 1601 Fifth AVenue, Suite 7600 IBI GROUP 4 N11 T'`' t TYPICAL SECTIONS Seattle, Washington 98101-3665 801 Second AV.— - Suite 1400 J�;,- .,..•9si}, (206) 622-5822 Fax (206) 622-81JO IRI Seattle WA 981041576 USA 11BI , ti COPYRIGHT CROUP O ''t+emu' PROJECT NO: 24735.4 SHEET NUMBER REV: MI 206.521.9091 Q (A4y .�^ fax 206.521.9095 ty ? Q DRAWN BY: J.CURTIS ��'. CHWD BY: L. VNND ps CT101 NO. DATE APPR DESCRIPTION ♦� }90$•-• SCALE: AS SHOWN -- . .- REVISIONS I DATE: 2012-XX-XX 2 3 4 5 R/W I D I 5.3 -------: VARIE! LT FLOWLINE PROFILE PT CEMENT CONCRETE TRAFFIC CURB & GUTTER 2" CSTC COMPACTED SUBGRADE B LINE —A 23' 9' 1 23' 2' 1.0' 6.5' 2.5' CEMENT CONCRETE PROFILE PT � TRAFFIC CURB < _ _ L--- < �____ —� — — 11� 0"' HMA CL 1 2 INCH, TOPSOIL TYPE A ---------- ----_— / — 2" HMA CL 1/2 INCH, PG 64-22 PG 64-22 2" HMA CL 1/2 INCH, 10" HMA CLASS 4" ATB PG 64-22 1/2 INCH, PG 64-22 COMPACTED SECTION-C SUBGRADE SIDEWALK VARIES 2% R/W 13' I I — INTEG 41 GUTTE z%% L - LL 2" CSTC 4" CEMENT CONCRETE SIDEWALK 4" CSTC 12" CEMENT CONCRETE PAVEMENT R/W LINE —A R/W 9.0' 23' 1 9' 23' SEE SHEET CP108 FOR DETAILS I 2' 7 5' PROFILE PT j VARIES VARIES LANDSCAPE SIDEWALK L---- — — — — — — — — — ----- I _ — va ETVARIES 4: 1 MA -� L---------------- X LA------------- -------- _ 4" CEMENT LL 2" CSTC CONCRETE 2" HMA CL 1/2 INCH, TOPSOIL TYPE A 2" HMA CL 1/2 INCH, 10" HMA CL 1/2 INCH, `" `�`%` 2" CSTC SIDEWALK PG 64-22 PG 64-22 PG 64-22 4" ATB SEE LANDSCAPE COMPACTED RT FLOWLINE PLANS SECTION-D SUBGRADE PROFILE PT LINE-8 q 6 1' RT FLOWLINE PROFILEFILEPTPT VARIES 59 2% 4' CSTC 12" CEMENT CONCRETE PAVEMENT INTEGRAL GUTTER DETAIL DI BI I 22.33' 2' 1.5' 12' SIDEWALK 3 2% 4•.1 MNX R E—C E 8 a 7- 11 VARIES a ____ CEMENT AUG 0.6 2012 — — — — — — — 4" 12" HMA CL 1/2 INCH, 2" CSTC CONCRETE PG 64-22 2" CSTC SIDEWALK 5 2.5 0 5 PVI` oMUh:. . A CSTC AS REQUIRED ELONAFE <T A RT FLOWLINE SCALE IN FEET HORZ. COMPACTED SUBGRADE PROFILE PT ��� —OQ? z 1 0 2 a SCALE IN FEET VERT. SECTION-E 75% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE aWConsu,r,ng Engineers CITY OF TSUUKWILA ANDOVER PARK W Seal F,/th Avenue, Suite —36 80 Be UP j.11LA. (,v�1 TYPICAL SECTIONS Seattle, —5822Washington F. 9206) 22-8 ❑ 8075ewA 11011 16 US 7400 �J •.QS. (2176) 622-5822 Far (206) 622-81J0 IBI Seattle WA 981091576 USA y y COPYRIGHT GROUP , 1 I PROJECT NO: 247354 MI 206.5219091 SHEET NUMBER REV: Ty e Ma 206.521.9095 y r 1 8 DRAWN BY: J.CURTIS _dSe a e .� '= CHK'O BY: L. WIND APCT 102 mlel croup lo, appmniewo,. man wn nam. em NO. DATE PR DESCRIPTION �1} '� croup em,m ana `iy .tim wvn - alu 1908 SCALE: AS SHOWN .... REVISIONS DATE: 2012-XX-XX ID IC I IA 2 NE 1/4 SEC.26 TRAE. W.M. a 5 s .23N. CONSTRUCTION NOTES �� Q1 CONSTRUCT CEMENT CONCRETE CURB AND GUTTER, II II WORK uw,ITS PER CITY OF TUKWILA STD PLAN RS-08A, RS-27. _ 02 CONSTRUCT CEMENT CONCRETE B TRAFFIC CURB, SEE SHEET CP108 FOR DETAIL CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE `_____._--=-_ AND01/ERPARKWEST I PERPENDICULAR A, SEE SHEET CP108 FOR DETAIL CONSTRUCT PRECAST CONCRETE DUAL FACED SLOPED ' * N — — --- MOUNTABLE CURB,PER WSDOT STD PLAN F-1064-02 - P C ENT CASE D COVER, PER AN COT PLAN o07 M STD IRS = ADJUST VALVE BOX TO GRADE STA. 12t5605, 4.00 RT 2 TA. 13+2476, 250 R STA. 14+4462, 4.00 RT z 0 ADJUST MANHOLE TO GRADE to®o Ttioo LINE A t2ioo ^14+r00 j +moo m ®ADJUST FRANCHISE UTILITY STRUCTURE _ a _ — R 30 d I — TA 13+0D 77 30 00' RT 1 02 m 1 �' 6 .Q Q BEGIN CURB &GUTTER 0 N U - - .. .� v _..- --7 J - - ..._ .3 ' X' ( X , o GENERAL NOTES m t \. I f -- L N_ X 1. FOR CURB RETURN TABLES SEE SHEET CP105, / 3 _ — — — — — M _ _ = U TABLES CD1 THRU CD8. l I p -~ — a I SECTION A . T SECTION B 35 I .. 120' -VC K-272 84 . l < o I PV STA. 12+90i00 30 EL=U:75 p �. 25 :Z 1 . . .h7 26 Og% :BEGIN OVERLAY Y-7 � GL T ^ 20 :::. ::: MATCH EXIST « o — FLOWLINE M :. PROFILE RT: a: 15 .. ... l: ... _. _.. - ., -i - --- .... ... .. -.. - 1 I ... I � .. .... w.. ; 10 - I � W QO . . 6, 6, . . p p p � . . � N � .. N c�`I �. ,� N - y N r!'I h ,�') CM�J M cMV rvj t7 � . . . cM`V � CM+-i � cM`V � - "i N K'1 t^i M . . N M 10+00 11+00 12+00 13+00 14+00 e SU&CONS�ULTANT fil- Consulting Engineers 1601 Fifth Avenue, Suite 1600 5 ottl wo.hIrIgton 98101-3665 (206) 622 5822 Far (206) 622-8130 COPYRIGHT '2' SEAL 2 18l GROUP 801 Second Avenue - Su to 1400 IBI Seattle WA 981041576 USA GROUP tal 2W 521 9091 iux 206.521.9095 3 , , tl 0 '0. DATE APPR DESCRIPTION REVISIONS 4 CLIENT CITY OF TUKWILA 190 5 PROJECT TITLE ANDOVER PARK W LEGEND D� C� 12" CEMENT CONCRETE PAVEMENT B OVER 4" CSTC 4" CEMENT CONCRETE SIDEWALK OVER 2" CSTC 2" HMA CL. 1/2 IN. PG 64-22 10" HMA CL. 1/2 IN. PG 64-22 OVER 4" CSTC 2„ HMA CL. 1/2 IN. PG 64-22 3„ HMA CL. 1/2 IN. PG 64-22 OVER 4" CSTC 0 E tit 007 AUG 06 2012 A W.71 11 11 1 1 "' 0 20' 40' D. NOT FOR CONSTRUCTION 6 SHEET TITLE ROAD PLAN PROJECT NO: 24735.4 DRAWN BY: J. CUR TIS CHK'D BY: L. WIND SCALE: 1" = 20' DATE: 2012-XX-XX SHEET NUMBER REV: CP101 C IC IA 1 2 3 4 -- NE 1/4 SEC.26 T.23N. RAE. W.M. F----_-_ ?_- i STA. 15+34.35 55.50-LT-------� CENTER OF^COLUM --WORK LIMITS - 5-:'------------ - STA. 15+15 35, 38 ANDO I /ER PARK WEST STA. 17+95,35, 38.00• LT-1 Q i 5= 1DSTA 19+20 54, 29.50' LT CONSTRUCTION NOTES 1 1 �� ,>> 1 !, BEGIN CURB, AND GUTTER k- O1 CONSTRUCT CEMENT CONCRETE CURB AND GUTTER, WORK, LIMITS PER CITY OF TUKWILA STD PLAN RS-08A, RS-27. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB, SEE SHEET CP108 FOR DETAIL CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A. SEE SHEET CP108 FOR DETAIL vl w..i, _� t, p. _ __ _ f °. - f'Y \ -•_4 Y y 7 FvELM 3 .-24 0 I - z 7 2 7.._ it STA. i6+43.95 100''RT � 4 ' m cn — — — --+. — R 3 0 � ..._ _'..,;. 'I: ^: ^--w YJ: .. :,:� ........ .......5fm. ...--.r••-- �y� »» ..._:;. -.. i,.... :: O 1+> p, _ ...,.. U'f _....i v10 1 .' SEAL f�i111ff� Consullog Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washingt- 98101-3665 (206) 622-5922 Fa+ (206) 622-8130 COPYRIGHT: J�wwc Hl>uew, . .- ce.ewl allow IBI GROUP 801 Secane Avenue - Suite 1400 IBI 5-WA-l041176IJSA GROUP t4l 206.521.9091 fax 206.521.9095 REVISIONS DESCRIPTION CLIENT CITY OF TUKWILA ~J�tLA.�tisti ¢7, W�4 �1�2 1909 CONSTRUCT PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB, PER WSDOT STD PLAN F-10.64-02. CONSTRUCT MONUMENT CASE AND COVER, PER COT STD PLAN RS-07 n � l - � ti � © ADJUST VALVE BOX TO GRADE I m 07 ADJUST MANHOLE TO GRADE m ® ADJUST FRANCHISE UTILITY STRUCTURE { N 2 ll m --1 C-� O PROJECT TITLE ANDOVER PARK W GENERAL NOTES 1. FOR CURB RETURN TABLES SEE SHEET CP105, TABLES CD1 THRU CD8. LEGEND DI cl 71 12" CEMENT CONCRETE PAVEMENT B OVER 4" CSTC 4" CEMENT CONCRETE SIDEWALK OVER 2" CSTC 2" HMA CL. 1/2 IN. PG 64-22 10" HMA CL. 1/2 IN. PG 64-22 OVER 4" CSTC 2" HMA CL. 1/2 IN. PG 64-22 3" HMA CL. 1/2 IN. PG 64-22 OVER 4" CSTC LAN�SG�i ION'BBEIN ` ED AUG 0 6 2012 COMMUN;TY A DEVELAl ENT 0 20' 40' D. NOT FOR CONSTRUCTION 6 SHEET TITLE ROAD PLAN PROJECT NO: 24735.4 1 SHEET NUMBER REV: DRAWN BY: J. CURTIS CF1K'D BY: L WIND CPI 02 SCALE: 1' = 20 1 z 3 NE 1/4 SEC.26 T.23N. RAE. W.M. NE 1/4 SEC.23 T.23N.R.4E. W.M. 6 . .-. , CONSTRUCTION NOTES ll , _;., a C1 CONSTRUCT CEMENT CONCRETE CURB AND GUTTER, .... PER CITY OF TUKWILA STD PLAN RS-OSA, RS-27. 02 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB, - •_ + SEE SHEET CP108 FOR DETAIL D STA. 21+73.35, 29.50' LT CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE ANDOVER PARK WEST BEGIN TAPER _ PERPENDICULAR A, SEE SHEET CP108 FOR DETAIL ..... Y : _-- - 4 CONSTRUCT PRASP CO SLOPE CONCRETE DUAL FACED D 'S MOUNTABLE CURB,PER WSDOT STD PLAN F-10.64-02. +,- � ..:>_..-, _:h•,.,:. __.. F - Fri.._._:_ , 6 :. ,._ ....... .�;; .....,: 05 CONSTRUCT MONUMENT CASE AND COVER, COT __ -... STD PLAN RS 07 z F 1 STA;> STA. '20+61.15, LT i >>,2 jll 21+69.20, 0 50' LT: I,' 7 3:: STA. 22+73 35, 2515 IL7 END CURB ,& -GUTT�R � ` ",'� - ! �'" x m ADJUSTVALVE BOX 0 GRADE rT .0:50` �'[,' STA. 23+44 44 '� 4 00 RT I 2� 7 O ADJUST MANHOLE TO GRAD E 28+ao.' 21+00 - . 2E+OG _.•. - - - _ MATCH EXi5T z3+DO �5�� - - I- -- LINE A_:' .._.. 24+00 ® ADJUST FRANCHISE UTILITY STRUCTURE E 3 O t R � -77777 a ' 7 !: 3d .. �j STA, 22f03.35, 3U0A0 RT ,. BEGiNCURB & GUTTERS cN•, cN.i Oi N N c�vl 6 N,: m u w .... a .., : .. _ LA — a . e.::-e ..°:_ v- :..°.,. '.y o v o . v v o P.c o• a o ,-v: Fv.o..w--v o. -:vv v, v - U� U - - `— .,—. -,—r — • .tea_ — - - -- � - _ GENERAL NOTES - STA. 21+02.35, 51.50' RT CENTER OF COLUMN °O, N ------ 1. FOR CURB RETURN TABLES SEE SHEET CP105, TABLES CD1 THRU CDB. IB I SECTION C T 100% SECT(QN D . 35 ! :. PV1 STA. 20+70 00 : r I o PVl STA. 22+70.00 I PN STA. 4+20:00 . - - - - - -. - --- _ N- =24:57, .. .. - -- - - i.._,_ _ _ + - g o - - PVI EL-2410: - . - + o- N . - _ 24:83. PN EL' 120' VC:..::120� VC .. 1 ..:: 30 I :.t.. _.. -W t:_ - Vi STA. 22+69gt- - N.. _ - - ..- -� . . I . ..2—.:3 _ EL�23.19 PVSTA. 21+24,96j .:N PNSTA 22+62:87 PGLEL-23 25 91 ➢.86%- _ EL 23.14 _ EGL FLOWLINE :P4 STA. i22+62.47 PROFILE RT EC 2313 .:. FLOWLINE PROFILE, :... :K.=.9+ji I ; (PLOTTED :10' BELOW !DATUM) - 10 .: ,lJ tD ICJ M N N cc�' N1 N �: N a �. V a. N a . . h! . . V' �' a a `'f �' N �: .. N •} Q d: �: N N 20+00 21+00 22+00 23_+00 _ 24+00 e SEAL �� Consulting Engineers 1601 Fil Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 COPYRIGHT: lei c,we! R= •I .en wrtn .e �Na .o� 2 IBI GROUP 801 Second Avenue - Suite 1400 IBISeattle WA 981/41576 USA GROUP tal 206.521.9091 lux 206521.9095 3 DESCRIPTION 4 CLIENT CITY OF TUKWILA NJILA, y) ,iOf,s•T},t-�} �t� 1908 5 PROJECT TITLE ANDOVER PARK W LEGEND DI CI CEMENT CONCRETE PAVEMENT OVER B OVER 4" CSTC 4° CEMENT CONCRETE SIDEWALK OVER 2" CSTC 2" HMA CL. 1/2 IN. PG 64-22 10" HMA CL. 1/2 IN. PG 64-22 OVER 4" CSTC 2„ HMA CL. 1/2 IN. PG 64-22 3" HMA CL. 1/2 IN. PG 64-22 OVER 4" CSTC LANDSCAPING t �ECEPI t L� 0 n 20, 40' D. NOT FOR CONSTRUCTION 6 SHEET TITLE ROAD PLAN PROJECT NO: 24735.4 DRAWN BY: J. CURTIS CHK'D BY: L. WIND SCALE: 1" = 20' DATE: 2012-%X-XX SHEET NUMBER REV: CP103 m IA 1 z 4 5 NE 1/4 SEC.23 T.23N. RAE. W.M. I CONSTRUCTION NOTES 01 CONSTRUCT CEMENT CONCRETE CURB AND GUTTER, I PER CITY OF TUKWILA STD PLAN RS-08A, RS-27. 02 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB, SEE SHEET CP108 FOR DETAIL } Q3 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE , PERPENDICULAR A, SEE SHEET CP108 FOR DETAIL t 1' - - - - �- -- — — — - _ s _.„,-_ — — — — — — — — AND01/ER PARK 1NEST - ® CONSTRUCT PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-02. _ _ }. - 0 CONSTRUCT MONUMENT CASE AND COVER, PER COT _ -', STD PLAN IRS 07 ::. x ADJUST VALVE BOX TO GRADE x Z 2 7 7 STA 27+41.S3 ,68, SRT r z m (D ADJUST MANHOLE TO GRADE mP5 afii0 7+ 28*OB4 ENE -A 29.+00 rN, 8 Q ADJUST FRANCHISE UTILITY STRUCTURE —^— m 1J x . . R=3.0' N_ e M +0 270.02 7.00' RT 4 rmi + + v N ,c 1 ru N . N g N STAF. 27+00.00 30.00' RT STA. 27+4918, 35.06'' RT v o n n t r:. m w'a.?,:a BEGIN TAPER: END CURB &GUTTER: o mz _Ing - - LID MATCH EXIST s o. C. • C,I, ------- � � GENERAL NOTES "r -:, " - 1. FOR CURB RETURN TABLES SEE SHEET CP105, - - TABLES CD1 THRU CD8. N 3 U7 N _ .. .. SECTION D ! SECTION E - - 35 ! vc - - _ - .. E - - - PV $TA 27+80:00. - -... -- - - - - - K=72.67 PVI EL-2430 p PM STA. 25+80.00 o f 0 c 140",, VC o o 30 o : �N EL 23 50 ::: o : o K 126.61 o .. _._ .. _. W - .._ ___....._ .. o N C W _ ._...__ .. + N - PGL 25 a - --+ -- — - - *--Q =D 65fi- I -0.90% a .. :.. FLOWLINEi I : EGL 20 PROFILE' IRT __: 15..-t_ J 1 10 . . . O p' . . 61 co . :. _ O,V- -- . N- 25+00 26+00 27+00 28+00 29+00 75 1 I�vta�� Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-5130 COPYRIGHT ler a,.,v wm..l ee rw .u: .e, Vimora'^ 2 IBI CROUP 801 Second Avenue - Suite 1400 IBI Seattle WA 981041576 USA GROUP tai 206.521AD91 }ax 206.521 9095 3 NOO i DATE 1 APPR DESCRIPTION REVISIONS 4 CLIENT CITY OF TUKWILA k a r Un `~,. .f l, .%� '2 '00- �,y � L' 1906 5 PROJECT TITLE ANDOVER PARK W LEGEND DI CI 12" CEMENT CONCRETE PAVEMENT e OVER 4" CSTC 4.' CEMENT CONCRETE SIDEWALK OVER 2" CSTC 2" HMA CL. 1/2 IN. PG 64-22 10" HMA CL. 1/2 IN. PG 64-22 OVER 4" CSTC 2" HMA CL. 1/2 IN. PG 64-22 3° HMA CL. 1/2 IN. PG 64-22 OVER 4" CSTC FLANDSCAPING E/ 2 "°° 7 AUG 0 6 2012 A 1• A Rt - D r10PKoi iT 0 20' 40' D. NOT FOR CONSTRUCTION 6 SHEET TITLE ROAD PLAN PROJECT NO: 24735.4 DRAWN BY: J. CURTIS CHK'D BY'. L. WIND SCALE 1" = 20' DATE: 2012-x=- SHEET NUM REV: CI C C B a IA 1 I 2 3 NE 1/4 SEC.23 T.23N. R 4E W.M. f Yh �' 1 44. r lr il � (- r '? - - ;1 i 1 rs,u r •- z -` 4 44 'd 30+30 - 30+43 m m A I: _wl 2��z 1 Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 e�.pnwia a 2 LINE DESCRIPTION STATION NORTHING EASTING BEARING A POB 10+00.00 6672.6228' 3345.7602' NO'11'57.84"W A PI 23+27.43 8000.0450' 3341.2688' NO'11'37.91"W A POE 30+43.15 8715.7545' 3338.3237' - 8 POB 10+00.00 7545.9648' 3342.8053' S89'42'30.95"E B POE 12+00.00 7544.9476' 3542.8027' - IM CROUP 801 Second Avenue -Suite 14" IBI Seattle WA 981041576 USA CROUP tel 206.521.9091 faX 206.521.9095 3 DESCRIPTION 4 CD1 STATION, OFFSET FL ELEV PC 14+76.10, 26.00' LT 23.49 1/2 14+79.31. 26.26' LT 23.99 PT 14+82.43, 27.03' LT 23.80 A = 18'26'06" R=20.00' L=6.44' CD2 STATION, OFFSET FL ELEV PC 18+17.77, 30.53' LT 22.99 112 18+20.89, 29.76' LT 23.00 PT 18+24.09, 29.50' LT 23.00 A = 18'26'06" R=20.00' L=6.44' CO3 STATION, OFFSET FL ELEV PC 18+32.75, 29.05' LT 23.02 1/2 18+36.58, 29.87' LT 23.03 PT 18+40.28, 30.97' LT 23.04 A = 22'07'10" R =20' L=7.72' C04 STATION, OFFSET FL ELEV PC 18+40.28, 30.97' LT 23.04 1/2 18+48.20, 35.73' LT 22.98 PT 18+54.30, 42.66' LT 22.93 6 = 35'32'40" R =30' L=18.55' C05 STATION, OFFSET FL ELEV PC 18+91.59, 44.61' LT 22.84 1/2 19+01.08, 33.44' LT 22.98 PT 19+15.20, 29.50' LT 22.65 6 = 66'40'29" R =25' L=29.77' 4 CD6 STATION, OFFSET FL ELEV PC 18+12.46, 30.00' RT 22.97 1/2 18+1743, 30.36' RT 22.92 PT 18+22 30, 31.41' RT 22.86 0 = 16'19'29" R =35' L=9.97' CD7 STATION, OFFSET FL ELEV PC 18+22.30, 31.41' RT 22.86 1/2 18+40.51, 4406' RT 22.56 PT 1 18+47.46 65.12' RT 22.49 A = 74'09'30" R =35' L=45.12' CD8 STATION, OFFSET FL ELEV PC 18+98.48, 61.24' RT 22.59 1/2 19+0032 50.31' RT 22.62 PT 19+05.48, 40.50' RT 22.65 A = 36'26'47" R =35' L=22.26' CD9 STATION, OFFSET FL ELEV PC 19+05.48, 40.50' RT 22.65 1/2 19+07,25, 39.03' RT 22.66 PT 19+09.48, 38.50' RT 22.67 6 = 53'07'48" R =5' L=4.64' CLIENT CITY OF TUKWILA JFNILA,• yq LD 1908 5 PROJECT TITLE ANDOVER PARK W 1 6 CONSTRUCTION NOTES O1 CONSTRUCT CEMENT CONCRETE CURB AND GUTTER, PER CITY OF TUKWILA STD PLAN RS-08A, RS-27. 02 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB, SEE SHEET CP108 FOR DETAIL Q3 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE D PERPENDICULAR A, SEE SHEET CP108 FOR DETAIL ® CONSTRUCT PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB, PER WSDOT STD PLAN F-10.64-02. QS CONSTRUCT MONUMENT CASE AND COVER, PER COT STD PLAN RS-07 © ADJUST VALVE BOX TO GRADE �7 ADJUST MANHOLE TO GRADE ® ADJUST FRANCHISE UTILITY STRUCTURE GENERAL NOTES 1. FOR CURB RETURN TABLES SEE SHEET CP105, TABLES CD1 THRU CD8. LEGEND PROJECT NO. 24735A DRAWN BY: J. CURTIS CHK'D BY: L. WIND SCALE: 1" = 20' DATE: 2012; -%X CI 12" CEMENT CONCRETE PAVEMENT B OVER 4" CSTC 4„ CEMENT CONCRETE SIDEWALK OVER 2" CSTC SHEET TITLE ROAD PLAN SHEET NUMBER REV: CP105 ID IC IA I 2 3 4 5 � I ..-. ... ,:SECTION i. E .. ..... .... .... ... ... ... - 35 _.. ._---- - - - - - ---- - _ .;_- _.:.._._: .._:. .: ; ....__._ :_... _.- - _. ----- - -- - - _ - - - -- - _..._..--- ----- --- . - -- -- f 30 .-_:. - ---- ----_ -- -- -.. - -- --. -- -moo,- - - - - - -- - - - -- - - --- -- --- -- - - - - - - - - :.�- - - - � - - - - --. :25 EXIST GRADE @ � t FLOWLINE . ... . :PROFILE, ';RT: . 15 ` .. 7-1 .. . ' :.. .. :.. �.. i - .... .. ... I .. ..... .. 1T�n$�'G 1 ......... _i �.. :. : :.: : :... :. : :.. .... .. .. .. .:; ... .. 10 - ___ _._ __ _Sty Fti•,-sJ' -�5 -._-. :. ..__ - cos�r DEVL7Pt+oEar 10+00 11 +00 12+00 13+00 14+00 III 2 3 4 5 6 CONSTRUCTION NOTES Q1 CONSTRUCT CEMENT CONCRETE CURB AND GUTTER, PER CITY OF TUKWILA STD PLAN RS-08A, RS-27. Q2 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB, SEE SHEET CP108 FOR DETAIL Q3 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE D PERPENDICULAR A, SEE SHEET CP108 FOR DETAIL ® CONSTRUCT PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB, PER WSDOT STD PLAN F-10.64-02. 05 CONSTRUCT MONUMENT CASE AND COVER, PER COT STD PLAN RS-07 © ADJUST VALVE BOX TO GRADE 07 ADJUST MANHOLE TO GRADE ® ADJUST FRANCHISE UTILITY STRUCTURE GENERAL NOTES 1. FOR CURB RETURN TABLES SEE SHEET CP105, TABLES CD1 THRU CD8. LEGEND CI OVER CEMENT CONCRETE PAVEMENT B OVER 4" CSTC 4" CEMENT CONCRETE SIDEWALK OVER 2" CSTC SUBCONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE Consulting Engineers CITY OF T_UKWILA TRANSIT CENTER ROAD PLAN 1601 Fifth Avenue. Suite 1600 IBI GROUP Seattle, Washington 98101-3665 807 Second Avenue - Suite 1400 -�`'J'<`�Whq (206) 622-5822 Fax (206) 622-8130 KGROUIP Sesltle WA 981041576 USA COPYRIGHT:' G ft-3`: ) �' PROJECT NO: 24736.3 SHEET NUMBER REV: y,-1,1 G_IIItio�ro,.�v� a.a., w� tat 206521B091 �J'a � "u"';;;, f i +�� - fax 206.621.9095 � � :; "� �� DRAWN BY J.CURTIS �e is s a s s Qj. C t`.' CHKD BY: L WIND DATE NOC P 106 �� dd °'�" a•�p^`e°a . MPR DESCRIPTION t, t90[� SCALE' 1'�=2U� B Grapla, µp,w•IbMon n aerioYm il.... REVISIONS ••3• DATE: 2012-%X-RX 1 2 1 3 1 4 1 5 1 6 0 IC 1 SIDEWALK DETAIL CP701 SCALE: V=4' o Pv DETECTABLE WARNING SURFACE PER- WSDOT STD PLAN F-45.10 a 5 -p". a o 4'-0" MIN. v v LANDING a d e 11 a 0 000 -- o g---77 o a 1; .4 a. a A a a a 0 O 0 O 8.3% MAX. — _ o oN5 - e 4'-0„ O O I MIN. t d 4 71 a d a 4 a 4.,� d 0 . Iv. .. .\l 00 a t a t a bIII MIN.ALIGN .RAMP TO CROSSWALK d ."I dd. - 4d. \l ,da5a0"1a c a a ti' a- __ ... NOTE: FOR DETAILS NOT SHOWN IN THIS DRAWING SEE WSDOT STD PLAN F-40.15-01 CEMENT CONCRETE CURB RAMP A 3 TYPE PERPENDICULAR A CP102 SCALE: V=2' E 2 3 1 4 —6 J., 52" 1 R-Y2. R=l„ A a a 6„ TOPSOIL TYPE A a , 2" HMA CLASS 1/2 INCH #3 EPDXY COATED I I 4" MIN. REINFORCING BARS r I �I 31 W EXIST ASPHALT PAVEMENT I �1\4 63 \\\\ \ A 2 CEMENT CONC. TRAFFIC CURB DETAIL CP101 SCALE: 7", #3 EPDXY COATED REINFORCING BARS ® 2'-0" TO 4'-0" O.C. TOP OF PROPOSED HORIZONTAL #3 EPDXY COATED CURB REINFORCING BAR ATTATCH PER (WSDOT STA PLAN — )� DRILL Y4"MIN DIA HOLES COLD JOINT FILL WITH EPDXY GROUT (TYPE I OR IV EPDXY PER SEC 9-26) ei EXISTING ASPHALT PAVEMENT 1'-6- 7�E VPE D SECTIONA-A SCALE: N.T.S. 2R12 � 00 7 C0INgjMUK=;rr 0a'E`0P'.1E'IT 75% C.D. NOT FOR CONSTRUCTION 5 6 SUB ONSULTANT SEAL CLIENT PROJECTTITLE SHEET TITLE � Consulting Engineers CITY OF TUKWILA ANDOVER PARK W ROAD DETAILS 1601 Fifth Avenue, Suite 1600 181 CROUP Seattle, Washington 98101—J665 801 Second Avenue Suite 140o (206) 622 5822 Fax (206) 622-81J0 IBI Seattle WA 981041576 USA j� dddf 1 1 k y COPYRIGHT. GROUP S'Qt %9.y ){,i+ PROJECT NO: 24735.4 SHEET NUMBER REV: tN 206.521.9091 ^•^�^e N^a� fax 206.521.9095 Wn5 Z7.•: ,=O DRAWN BY J.CURTIS CHKD BY: L. WIND CP107 [RE GATE APPR DESCRIPTION1908 ,.y SCALE: AS SHOWN - - VISIONS DATE: WIND DI CI BI AI i i i i 2 NE 1/4 SEC.26 T.23N. RAE. 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NOT FOR CONSTRUCTION 6 SHEET TITLE DRAINAGE & UTILITY PLAN PROJECT NO: 24735.4 DRAWN BY: J. CURTIS CHILD BY: L. WIND SCALE: 1" = 20' DATE2012-XX-XX SHEET NUMBER I REV: CG101 2 3 4 5 6 NE 1/4 SEC.26 T.23N. RAE. W.M. �ITIAFrIC- LOOP j S[IMH d CC PIM-25�22 211Q7061 9(Y 1 40 CONSTRUCTION NOTE S I y 20 TEI EPHON RIM-21A7 IE CL AN 12- F.ASEMENT A 71C703019..��. // `\ `` "1 (C zle -I SDMH RIM=14q4E &"COIIC(')=18 iwi REMOVE CATCH BASIN OF CONE-21 0 4�RAS' IE F COCB FlIki 19 P (IF BARREL-- 19 4 F-I ONC(N)-8,0 1 20 3 1 48 IE 1, -9" C 11"'Kp(.)� cr, RIM a VIM I IW GHADC) )'en % 15 v iZ REMOVE MANHOLE - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 75 - - - - - - - - - - PR \y D IR 12,4 RK �D REMOVE EXIST STORM DRAIN PIPE D ST `F FMErJI ANDOVER WE NOT USED . ........ 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I.. is o i - -- —- - - - o� 20+00 21+00 22+00 23+00 24+00 1 2 3 4 5 I SUB -CONSULTANT I SEAL iiY Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 COPYRIGHT: Gl­ IBI GROUP 801 Secontl Avenue - Suite 1400 IBI Seattle WA 981041576 USA GROUP tel 206.521.9091 fax 206.521+9095 s s x t JO. DATE I APPR DESCRIPTION REVISIONS CLIENT CITY OF TUKWILA i L906 PROJECT TITLE ANDOVER PARK W B £ /Z -00 7 RECERIEM. AUG 0 6 2012 COMMUNITY A DEVELOPMENT 0 20' 40' .D. NOT FOR CONSTRUCTION 6 SHEET TITLE DRAINAGE & UTILITY PLAN PROJECT NO. 2473S4 SHEET NUMBER REV: DRAWN BY: J. CURTIS CHILD BY: L. WIND CG 103 SCALE: 1" = 20' 4- 2 3 1 4 5 6 NE 1/4 SEC.23 T.23N. RAE. W M C�i R 82 2 CONSTRUCTION NOTES & 0 REMOVE CATCH BASIN ? REMOVE MANHOLE D REMOVE EXIST STORM DRAIN PIPE D NOT USED F 7.. ANDOVERPARK ESTv NOT USED j T Q NOT USED 7— —,j — 7--- i -- - --- --- --- ------- - - w- (D NOT USED . ... ... . .... C-) r 14 9 Q CONSTRUCT CLEANOUT PER COT STD PLAN SS-03 25+QQ 26-00 -,T 27-00 28+00 29-00 CONSTRUCT FRAME AND COVER ------------- --77_ % PER COT STD PLAN DS-09 CONSTRUCT FRAME AND VANED GRATE PER WSDOT STD PLAN B-30.10-00, B-30.30-00 W W . . . . . . . �J-W—W —1 —w w-1—w—w c CONSTRUCT THRU—CURB FRAME AND GRATE -T TYPE 262 c -- --------- . ..... - - - -------- c D . .. ....... CONSTRUCT THRU—CURB FRAME AND GRATE PER WSDOT STD PLAN B-25.20-00 WITH C C�c '7 HERRINGBONE GRATE. �2 . ... .... . . 4 2 ---- ------ 13 NOT USED - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O 3rr - RAISE MANHOLE TO GRADE ADJUST MANHOLE TO GRADE - - - - - - - - - - - - - - - - - - ADJUST VALVE BOX TO GRADE R 23 6 S T NOT USED --- - - ------ 18 q� NOT USED GENERAL NOTES Z B 50 — ----- - - - - - - - - - - - — ------ ----- --------------- ----77-7 7 50 B CD 40 - - - - - - - - - - - - --- ------------------ ... -7 40 F q z 30 m 00 0 b + 'A' r+ - - - - - - - - - - 30 2 7 7-f 7 0 1 ICA m 20 20 Z 2012 I q C01tHTuK6,T-y 10 F_ _*1 L 2 PS 2 :19DL47 i q - - - - - - - - - - z - - - - - -- - - - - - - - - - - - - - 10 DEVELOPi;�Zziff A i b q I A - ------- -- - ------ i- 0 u-j p 0 20' 40' 25+00 26+00 27+00 28+00 29+00 lb D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SLB ONSULTANT a moConsuffinn "nnineers SEAL I CLIENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEET TITLE DRAINAGE & 1601 Fifth Avenue, Site 1600 Seott(e Washington 98101-3665 (206) 622-5820 Fax (M) 622-6130 COPYRIGHT " 1. 1 G IwZ. —P 1131 GROUP 80 Second A—u. - SO. 1400 S-11. — Ill Ill 1 Ill USA JBI GROUP tel 206 . 5 2 1 , 909 1 tax 206S21 .9095 -19 I UTILITY PLAN PROJECT NO 247354 SHEET NUMEER CG1 04 REV: DRAWN BY: J. C RTIS WIN CHKD BY: L D 0. DATE APPIR CIE SCALE: 1 20' j REVISIONS DATE 2012-XX-XX 1 1 2 3 4 I 5 NE 1,/4 SEC.23 T.23N. RAE. W.M. ' �• f� ,Ilt � I i . r I yt A �Y v 1 30+00 _ I z C -.. - i aW_...... ...-- ff J11 50 i. 1 I 50 40 i- - 1 i -- - - - -- - - - - - - -- - - - - , I 40 30 - - - • - --- — - - • - ---- - - --- -- -- -- -- -- _.. - -- - --- I _ ....I...... --' - -- --- - + - -- i -- -- - - -- - - -- - --i - -I -- -:: I. 30 20 .. - .... .. -... ..... I. .. _ _._ ... -----.. _.._ ......_ . _. "' - ..--- ... .----- 20 10 - 10 _-.. _-._.. ._ -:.:.. .:._._.:_ _.._.._ _- 0 30+00 1 , 2 I 3 4 5 6 CONSTRUCTION NOTES O1 REMOVE CATCH BASIN 02 REMOVE MANHOLE Q3 REMOVE EXIST STORM DRAIN PIPE ® NOT USED SO NOT USED © NOT USED O7 NOT USED 80 CONSTRUCT CLEANOUT PER COT STD PLAN SS-03 O9 CONSTRUCT FRAME AND COVER PER COT STD PLAN DS-09 DI 10 CONSTRUCT FRAME AND VANED GRATE PER WSDOT STD PLAN B-30.10-00, B-30.30-00 11 CONSTRUCT THRU-CURB FRAME AND GRATE TYPE 262 12 CONSTRUCT THRU-CURB FRAME AND GRATE C PER WSDOT STD PLAN B-25.20-00 WITH HERRINGBONE GRATE. 13 NOT USED 14 RAISE MANHOLE TO GRADE 15 ADJUST MANHOLE TO GRADE 1g ADJUST VALVE BOX TO GRADE 17 NOT USED 1g NOT USED GENERAL NOTES E BI f rti '8'' t 9 71 DEVELUR'a._ i A 'Y 0 20' 40' D. NOT FOR CONSTRUCTION 1 6 SU&CONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE a ifY Consulting Engineers CITY OF TUKWILA ANDOVER PARK W DRAINAGE & 1601 Fifth Avenue, Suite 1600 IBI GROUP S_ttle, Vcshington 98101-3665 801S—naAvenue -Suiw1400 �J�,„ ., ,9s , UTILITY PLAN C206) 622-SB22 Fax 1206) 622-8130 IBI Seattle WAIll041Ill USA � 1 _ 1S Jy COPYRIGHT�(b3' Z PROJECT NO: 247354 GROUP J ° n. !� SHEET NUMBER REV: tel 206.521.9091 ��Q �,. i y tax 206.521 9095 "Wil)1; :f ?O}? DRAWN BY: J. CURTIS CHK'D 8Y: L. WIND CG 105 Bc i i^ero niae ^ NO. PATE APPR GESGRIPTION Yg(ig ' SCALE: 1"=20' .. REVISIONS DATE: 2012-YX-XX 1 2 1 3 4 6 D GENERAL NOTES 1. ALL WORK SHALL CONFORM TO CURRENT EDITIONS OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND CITY OF TUKWILA (COT) INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 2. ALL TYPE 1 CATCH BASINS SHALL CONFORM TO COT STD PLAN DS-01 AND HAVE THROUGH -CURB INLET CASTING PER COT STD PLAN DS-08. 3. ALL INLETS SHALL BE MARKED PER COT STD PLAN DS-06. 4. ALL STORM DRAIN PIPE CONSTRUCTION SHALL BE CONSTRUCTED PER COT STD PLAN DS-14B. ALL BACKFILL SHALL BE CRUSHED SURFACING TOP COURSE UNLESS OTHERWISE NOTED. 5. RESTORE PAVEMENT PER COT STD PLAN DS-14B. 6. CURB AND GUTTER AT CATCH BASINS SHALL CONFORM TO COT STD PLAN DS-15. C B A CONSTRUCT 4" UNDERDRAIN IN TRENCH GRAVEL BACKFILL FOR DRAINS (TYP) INVERT ELEV. 30" BELOW FINISH GRADE A B 2'_8" 2' CAP END (TYP) G A L , BL e< , 4" DRAIN PIPE 2' 2' _b BACKFILL AS SHOWN COMPACTED GRAVEL ON LANDSCAPE PLANS BORROW 4„ 4" 4" 4" UNDERDRAIN PIPE 4" DRAIN PIPE GRAVEL BACKFILL GRAVEL BACKFILL PER 9-03.12(4) PER 9-03.12(4) SECTION A -A SECTION B-B X TREE PIT UNDERDRAIN SCALE: V = 4' 'AUG 0 6 2012 commuw DEVELOP11 M;r DI CI BI AI 75% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE a WConsulting Engineers CITY OF TUKWILA ANDOVER PARK W DRAINAGE & UTILITY 1601 FIFth Avenue, Sulte 1600 IBIGROUP NOTES 1 DETAILS Seottle W shington 98101-3665 "' 5""'Av ' suite1400 (206) 622 5822 Fax (206) 622-8130 IBI Seattle WA 981041576 USA COPYRIGHT 1 1 Q f 1 `lt x GROUP '4`+ ')yn PROJECT NO. 24735.4 • te12065219091 �{ Jj "1 SHEET NUMBER REV' •^•�+^ tax 206.521 9095 ~ 2 DRAWN BY: J.CURTIS +., CHILD BY: L. WIND CG 107 iei n wu Imr�um_ NO. DATE gPPR DESCRIPTION 190E SCALE: AS SHOWN �YPSM.9 me«. REVISIONS DATE: 2012-XX-XX E SEAL I�t Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-81JO COPYRIGHT. 2 IBI GROUP 801 Sewnd Avenue - Suite 1400 ID I Seattle WA 981041576 USA GROUP W1 206.521.9091 Tax 206.521.9095 REVISIONS 3 DESCRIPTION 4 CLIENT CITY OF TUKWILA .tJILA: 5 PROJECT TITLE ANDOVER PARK W 6 CONSTRUCTION NOTES O1 REMOVE HYDRANT ASSEMBLY Q2 REMOVE VALVE BOX Q3 REMOVE VALVE BOX & ABANDON VALVE ® BOX HYDRANT 12 -oa 7 '4x 2 G 6�2 CONW&UNiTY DEVELOPMENT GENERAL NOTES 1. CONTRACTOR SHALL POTHOLE CONNECTION POINT OF EXISTING WATER MAIN AND ALL UTILITY CROSSINGS BEFORE BEGINNING CONSTRUCTION TO CONFIRM DEPTH. 2. ALL BENDS SHALL HAVE REDUNDANT RESTRAINT PER COT DESIGN STANDARDS. O 20' 40' .D. NOT FOR CONSTRUCTION 6 SHEET TITLE WATER PLAN PROJECT NO: 24735.4 DRAWN BY: J. CURTIS CHICO BY: L. WIND SCALE: 1" = 20' DATE: 2012-XX-XX SHEET NUMBER CU101 REV: 0 CI BI AI 1 2. 3 4 4 SEC -------- .-Eel CSTA. 14+96,49.0 LT- -`-�- i - -NV/E ARK'J �4 - - -- --------. WEST t; I L — - _ _ — _ ) _ L1" POLY _. 1" POLY,` -' 1" POLY - 3> - STI n POC a i STA. 15+96. 44.4' LT STA. 16+94, 44.8' LT, STA. 17+2814; 64.13' LT AD SEE LANDSCAPE PLANS + RELOCATE EXIST 4" GAS MAIN STA. 17+ , 44- +00 .� .. + AA m N � m STA 14+61, 22 0' RT'' STA. 15y+59, 22.0'`RT 4 \t 1" SERVICE CONNECTION --2"- SERVICE CONNECT101� c . 12" DI _—- 10 IA SUfiC SULTANT ffConsulting SEAL Engineers 1601 Fifth Avenue• Suite 1600 Scottie, N'ashinglon 98f01-3665 IBI GROUP 8015amno Avenue-SUUe 1400 (206) 622-5822 fax (206) 622-8130 IBI Seaele WA 981041576 USA GROUP wA IGHT: A^r •Pm vmwau w.nr sum".• n,.� ®umom•"ven, m".me"•m+iu.• WI 206.521.9091 fax 206.521.9095 ...ate: c u3i awc�"w •eww•i e+a"0. P�>w"'�� m�� ..... _ .. _ ee•wu w+ow REVISIONS r DESCRIPTION •1 •It_.1..,, . ..- Imo:' ;. � --_ �` , 17t98:24 43 65' LJ } -- — iT VALVE BOXafo GRADE } STA. 19+09, 22.0' RT b Q. 19+00 ^IN 1-12" CROSS FL 1b:o y ; 4-12" GATE:VALVE Fbil N _ 1-12'-000PUNG - - - ' -- - - 10 LF 12" DI c _ - w CLIENT CITY OF TUKWILA V1� Q 190E PROJECT TIRE ANDOVER PARK W 6 CONSTRUCTION NOTES O1 REMOVE HYDRANT ASSEMBLY O2 REMOVE VALVE BOX Q3 REMOVE VALVE BOX &ABANDON VALVE ® BOX HYDRANT � /2-00? RECEIVED AUG 0 6 2012 COMMUNIrl DEVELOPMENT GENERAL NOTES 1. CONTRACTOR SHALL POTHOLE CONNECTION POINT OF EXISTING WATER MAIN AND ALL UTILITY CROSSINGS BEFORE BEGINNING CONSTRUCTION TO CONFIRM DEPTH. 2. ALL BENDS SHALL HAVE REDUNDANT RESTRAINT PER COT DESIGN STANDARDS. 0 20' 4o• D. NOT FOR CONSTRUCTION 6 SHE- TITLE WATER PLAN PROJECT NO: 24735.4 DRAWN BY: J. CURTIS CHICO BY: L NAND SCALE: 1"=29 SKEET NUMBER CU102 REV: DI Cl BI AI rl r E n c� x m rNT m f x m c CD ' N C _. IA I 1- 2'x8" TEE MJxFL 1= RANT ASSEMBLY - 1- RUST BLOCKeQtOO - STA. 20+83.92, a22.00"R 1iSERVICE CONNECTION 2 3 NE 1/4 SEC.26 T.23N. RAE. W.M. 3 'rl FI ia." I � - ` L = 7ANDO /ER PARK P ~ . sra 22F;1sas 22.00=.ft:L ..... j 1-HYDRANT ASSEMBLY _ I b!17 LF t 6" Of -k1--THRUST-BL6CK-__ __— 21+00 -„ 22+00 L.. 2'V '.. P UNE—A 23+00 24+00 i 1 rN-I �1 STA. 22+4500 22.00 RT 1-12"x "e.TEE MJxFL' _ v �., L 1-HYDRANT ASSEMBLY - 1 71 — 21+65, 45 5 RT J ' � � _ STA. 19+81, 45s' RT STA. 20+84, 45.6' RT I „ :. -...STA. - /1-THRUST BLOCK, F.I . ` .' _ l 4 4: 36.30' RT T HYDRANT REMOVE RANT 'I( ' _ , _ — J =------=-----=--- ' 35 .... ..... ..i: .-..._.. --- 7 77- I , ..-' ... ..... .... ;. .. t 77 I' j:.. .... .... _ _.. FA is .... ...... -- - 35 30 _ x : -- - --' x>e v 30 ZA - 25 _ .: - m. EXIS.'T GRADE. r 25 -----7-1--_ -- — — — —. -- — — 3 7j �F::1:2. DI 30. F 2 20 :0 1Z4 LF 12., - 20 I.........: .:.I.... _ I. :... .... :.. .. ..:i .....:: ..:_ ,:.:... .... .:�:... .. .. .. ... .. .....i.. STA=19+55 STA.-22+45 ELEV17:8 5..i. 19:63 V- STA-24#20 . 1515 .. ... . .... .;... -I ... ' I .....;. .. 1- '.-..., -... ---. 'iELEV- 186D'--. 10 - 1 10 CV t�V 20+00 21+00 22+00 23+00 24+00 1 2 3 4 5 SEAL If�iYif� Consulting Engineers 1601 Fifth Avenue• Suite 7600 Sea ttle, Washington 98701 3665 (206) 622 5822 Fax (206) 622-81JO COPYRIGHT. M n�mn".Uw n.,a I�c�a:cl wo^H.iee a IBI GROUP 801 Second Avenue . SUite 1400 IBISeattle WA 981/41576 USA GROUP tel 206.521.9091 faz 206.521.9095 s a a a Z. DATE PPPR DESCRIPTION REVISIONS CLIENT CITY OF TUKWILA k I ,15 t, l P -1906� PROJECT TITLE ANDOVER PARK W 6 CONSTRUCTION NOTES O1 REMOVE HYDRANT ASSEMBLY OZ REMOVE VALVE BOX Q3 REMOVE VALVE BOX & ABANDON VALVE ® BOX HYDRANT 2-007 CCR,4LL1d6.dMMI DEV'L=LdPabiEHT GENERAL NOTES 1. CONTRACTOR SHALL POTHOLE CONNECTION POINT OF EXISTING WATER MAIN AND ALL UTILITY CROSSINGS BEFORE BEGINNING CONSTRUCTION TO CONFIRM DEPTH. 2. ALL BENDS SHALL HAVE REDUNDANT RESTRAINT PER COT DESIGN STANDARDS. � U � 0 2D 40' D. NOT FOR CONSTRUCTION 6 SHEET TITLE WATER PLAN PROJECT NO: 24735.4 DRAWN BY: J. CURTIS CHKD BY: L WIND SCALE: T' = 20' DATE: 2012-XX-XX SHEET NUMBER REV: CU103 DI CI BI AI ID I IA 1 2 3 4 5 NE 1/4 SEC 23 T.123N./RAE. W.M. F1`1,�4 'C(.1 `xl .""` r` U \• 6 .-, — 1. 4,A 11 r v STA. 26+73.24, 22.00' RT S - 11" SERVICE CONNECTION ,/ � } __ TA 26+78 50 22 0 0 RT 4 1-12"x8' TEE.MJxFL .__ _ T GA L i ANDOVER PARK WEST _ x 1 THRUST BLOCK . _. '^; a_� �:.,� P.. • _- _ _ n T - "--. s : P -- STA._ 26±,69,55,_22,00 RT ..._ _ --- _. -. _. , 1 12"x6.°_IEE..MJxFL- .,RBI: I �...x .i• ... _ z 1 "' '�--- - � --"_"- - - 1-HYDRANT ASSEMBLY z .� m 25+ ,. 6+00 •'--'-L-` is 2 00 1-THRUST BLOCK 26+00 LINE A ,__, 29+00 w _-- -- - --, - — -- _ ,- 27+74.13, 22.00' RT N . _ RECONNECT HYDRANT ASSEMBLY _ [STA. i 1-12' GATE VALVE c� I A 1 SEAL frl Consulting Engineers 1601 Fifth A—, Suite 7600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622—BIJO COPYRIGHT: la c,w°mr.W,am ep�liw � e..xlma� we°n.a 2 IBI GROUP 601 Second Avenue. Suite 1400 IBISeattle WA 981041576 USA GROUP tel 206.521.9091 fax 206.521 e095 3 s s s s JO. OATE I APPR DESCRIPTION REVISIONS 4 CLIENT CITY OF TUKWILA 5 PROJECT TITLE ANDOVER PARK W 6 CONSTRUCTION NOTES O1 REMOVE HYDRANT ASSEMBLY O2 REMOVE VALVE BOX Q3 REMOVE VALVE BOX & ABANDON VALVE ® BOX HYDRANT S/Z-o07 COMMUR'y DEVELOPiV.Eiff GENERAL NOTES 1. CONTRACTOR SHALL POTHOLE CONNECTION POINT OF EXISTING WATER MAIN AND ALL UTILITY CROSSINGS BEFORE BEGINNING CONSTRUCTION TO CONFIRM DEPTH. 2. ALL BENDS SHALL HAVE REDUNDANT RESTRAINT PER COT DESIGN STANDARDS. DI CI BI A �\ 4- _ v 0 20' 40' .D. NOT FOR CONSTRUCTION 6 SHEET TITLE WATER PLAN PROJECT NO: 24735.4 DRAWN BY: J. CURTIS CHK'D BY: L. WIND SCALE: 1" = 20' DATE: 2012-xX-xX SHEET NUMBER REV: CU 104 D D CO 2 In m m In m m C7 - O A B _35 A 25 10 NE 1/4 SEC.23 T.23N - - / r1 z STA 30+T6 03 28 06 RT j GATENALVEI -`-' 2 RAE. W.M. 30+00 -. L.2 .A 30+43 -4 -STA" 30+12 03, 28.04' RT 1-12 45' ELEIOW (FL) II � Iy Orw l j I r T . f. STA. 30+16.15, 35.62' RT ,' 2- 8" CAP/PLUG 1-THRUST BLOCK �V STA. 30+05.91, 22.00' RT z T 1-12" 45' ELBOW (FL) 4 2 1 3 1 4 1 5 SU�B{ONS�ULTANT SEAL Consulting Engineers 1601 Fifth Avenue, Suite 1600 IBI GROUP Seattle Washington 98101-3665 801 Second Avenue - Suite 14D0 (206) 622 5822 Fax (206) 622-5130 IBI Seattle WA 981041576 USA COPYRIGHTGROUP tel 206,5219091 ^ to 206.521.9095 REVISIONS m CLIENT CITY OF TUKWILA 1 4j. NS r'_LL PROJECTTITLE ANDOVER PARK W 6 CONSTRUCTION NOTES Ot REMOVE HYDRANT ASSEMBLY Q2 REMOVE VALVE BOX Q3 REMOVE VALVE BOX & ABANDON VALVE D ® BOX HYDRANT C C;U 41= D B I� 0 ,1 CGj�p,'1t�L,y';�U�{�{W1qr�`r DE LELVJ1)-�PI,q&JT g-/2-00? GENERAL NOTES 1. CONTRACTOR SHALL POTHOLE CONNECTION POINT OF EXISTING WATER MAIN AND ALL UTILITY CROSSINGS BEFORE BEGINNING CONSTRUCTION TO CONFIRM DEPTH. 2, ALL BENDS SHALL HAVE REDUNDANT RESTRAINT PER COT DESIGN STANDARDS. 0 20' 40' S.D. NOT FOR CONSTRUCTION 6 SHEET TITLE WATER PLAN PROJECT NO: 24735A SHEET NUMBER CU 105 REV: DRAWN BY: J. CURTIS BY: L. V41ND SCALE SCALE: 1" = 20' DATE: 2ol2---- A 1 2 3 4 5 6 FINISHED ID IC I IA B O O C DIMENSIONS METER SIZE 1-1(2" 2" Dimension A' 13.25" 17.25" Dimension B -Riser Height 12", 15", 18", 21", 24", 27" 12", 15", 18", 21 ", 24", 7" 36' WSA2 QA PAINTED HIGH TENSILE D.I. SERVICE SADDLE WITH DOUBLE STRAP, AWWA I.P. THREAD TAP, ROMAC 202S OR EQUAL SIZE AS REQUIRED. ® CORPORATION STOP, AWWA LP. INLET BY MALE IRON PIPE THREAD OUTLET, MUELLER BALL NO. 8-2969 OR EQUAL AS NEEDED. ©COUPLING MALE IRON PIPE THREAD BY MUELLER 110 FITTING, MUELLER NO. H-15451 OR EQUAL. DD COPPER TUBING, TYPE K OR HIGH MOLECULAR DENSITY POLYETHYLENE. ® TRACING TAPE FOR POLYETHYLENE PIPE. NOTES: 1. SERVICE LINE SHALL BE PERPENDICULAR TO THE WATERMAIN UNLESS OTHERWISE APPROVED BY THE ENGINEER, 2. BYPASS WILL BE LOCKED OFF BY CONSTRUCTION INSPECTOR WHEN METER SPREADER IS INSTALLED. 3. METER WILL BE SUPPLIED AND INSTALLED BY THE CITY OF TUKWILA. 4. SETTER SHALL BE POSITIONED TO CENTER RIGID SPREADER UNDER INSPECTION LID AND PROVIDE ADEQUATE CLEARANCE BETWEEN BYPASS AND BOX WALL FOR OPERATING AND LOCKING BYPASS VALVE. ���+� � � ` ,tKVILt e #� tym City Of r 1.1(2" & 2" DOMESTIC Z y SHEET; WS-03 �oa •� Tukwila REVISION #1: 0$,03 APPROVAL- B. SHELTON NOT TO SCALE I GRI TO M 3(4" OR 1" PARTS LIST: 1 -1" COUPLINGS MUELLER 110 X ANGLE STOP -BALL 1 -1" OR 314" CORP STOP - BALL. 1 -TAILPIECE WITH FEMALE IRON PIPE THREAD TO SERVICE "PE -PVC - POLY ETHYLENE NOTES: 1. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS WHERE POSSIBLE. 2. USE CLEAN 518" MINUS CRUSHED ROCK TO BACKFILL AROUND CORP STOP AND SERVICE LINE. n 3. REFER TO CHAPTER 7 OF THESE STANDARDS. �:.' AUG 062012 rnMMIINFT'i Nor ro seAte MtfcLUr't++�L-,�&i CatyOf3/4" OR 1SHE"; WS-Oi Tukwla REVISION rf: 08.03 APPROVAL: B. SHELTON DI CI BI AI 75% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SDBCONSIILTANT SEAL CLIENT PROJECT TITLE SHEET TITLE ffmoConsu/ting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 96101-J665 Iel GROUP eotse."�dAVe""e-sN�tetaoo UKWI Sg� A J�vJILA_.yv9; ANDOVER PARK W WATER DETAILS (206) 622-5622 Fax (206) 622-8130 IBI seams WA 98104 1576 USA 1 1 GROUP tel 206.521.9097 fax 206.521.9095 � --•Sy � y `'� t•'W``L ;-, � � N ♦ - ' = Y908" * COPYRIGHT. •����� PROJECT NO: 24735.4 SHEET NUMBER CU 107 REV: DRAWN BY: J.CURTIS s • a . CHK'D BY: L. WIND NO. DATE APPR DESCRIPTION SCALE: AS SHOWN REVISIONS DATE: 2012-%X-XX - . . —I& GROUP - 1 1 2 ID C B IA ALIGN WITH PIPE UNE NEEARS /y' 27 SQUARE OPERATINGNUT OPERATING 7 MAX. NUT SEE DETAIL 113 TOTAL LENGTH 4" MIN. OVERLAP 41W'OUl NUT 118' MIN. THICKNESS 1' SOLID METAL STOCK 318" SET SCREW NUT 2-1/4'SQUARE INSIDE MEASURERIENT 1/e" MIN. THICKNESS ASSEMBLY DETAIL NOTES: 1. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN 5 FEET BELOW FINISHED GRADE. 2. ONLY ONE EXTENSION, MINIMUM OF 3 FEET LONG, TO BE USED PER VALVE. 3. ALL EXTENSIONS ARE TO BE MADE OF STEEL AND PAINTED WITH TWO COATS OF METAL PAINT, NO FIELD -FABRICATED EXTENSIONS. 4. VALVE BOX COVER SHALL BE LABELED "WATER", NOT TO SCALE WATER MAIN VALVE BOX OPERATING NUT EXTENSION S�.r. ` City y O ✓ J SHEET: WS-06 Tukwila REVISION 01: 08.03 APPROVAL: B. SHELTON 3 1 4 1 5 1 6 2' BEE HIVE STRAINER Y OPEN PATTERN, RETURN BEND -2" BRASS PIPE 2-TSO` ELBOWS, GALV, WfTH 1/4" HOLE N4 ONE (DRILLEDI 8 CLOSE NWF.E BETWEEN 2' X V MIN. REDUCER MIN 3'-8' 1"MIN. BRASS PIPE 1 MIN. UNION 1 MIN. BO• ELBOW r "MIN NIPPLE SOS '-' HAND VALVE BOX F-"""""'-" "�-._. / 8 6 LL�.�-•-_�. --rl B ��to DDppp 1'MIN.10&PERCENT BROIL GATE VALVE OR BALL VALVE COUPUHG. COPPER TO MALE IRON PIPE t} - MUEIIER H-15428 12'MIN. pie 1' MIN. TYPE CGPPERTUBNG 8 1' MIN. UNION 0 1' MIN. BRASS PIPE TO FR 1" MIN. IRON PIPE d' THREAD CORP. STOP 1"MIN, 90' ELSOW WITH W' BEND FOR COPPER CRISPIN OR t-MIN. CLOSENIPPLe A OVEO EQUAL OUCT&EIRON SADDLE V CORP STOP O WITH I' MIN SERVICE TAP TAP TOP OF THE PIPE WATER MAIN NOTES: 1. INSTALL AIR VALVE IN 17" X 28" CONCRETE METER BOX WITH 318" STEEL DIAMOND PLATE COVER, FOG-TITE METER SEAL CO. NO. 2 METER BOX OR EQUAL. 2. BED WITH WASHED GRAVEL, PASSING 1-112" AND RETAINED ON 114" MESH. 3. INSTALL 10' MIN. DISTANCE FROM ANY VEHICULAR ACCESS. 4. REFER TO CHAPTER 7 OF THE STANDARDS. NOT TO SCALE c� ` WATER MAIN a{l +t� Ci� Or AIR AND VACUUM RELEASE (NON -TRAFFIC AREAS) t`y-3/I, * ✓ SHEET: WS-07 �. .�~ Tukwila REVISION if: 08.03 APPROVAL, B. SHELTON pr--( STORTZ SIDEWALK SEE VALVE BOX DETMI 11.1 HUTCH MAIN DEPTH PROVIDE THRUST CAST IRON TEE BLOCK MIN 3' AND MAX 50' (DEMENT LINEOJ +.1JXMJXR. MECHANICAL JOINT \, MAIN ` j WN.1 YARD ORNN RO 2-314"ASPHALT CONCRETE SLOCIBNG COATED STEEL SF.EWS-12A OIM. 1'Xt'X3' T DIA DUCTILE SHACKLE RODS MOWS-128 UNDISTURBED IRON PIPE SOIL FLAI4GE JOWT UNDISTURBED SOIL NOTES: 1. REFER TO CHAPTER 7 OF THESE STANDARDS. 2. HYDRANTS EQUAL TO MUELLER EA-423 OR CLOW MEDALLION BF-2545, M B H 929. 3. HYDRANTS SHALL BE EQUIPPED V41TH TWO 2-1r2' N.S.T. HOSE PORTS AND ONE 5- STORTZ PUMPER DISCHARGE PORT AND SHALL HAVE A 1-1/4'PENTAGON OPEN LIFT OPERATING NUT. HYDRANTS SHALL HAVE A 6" M.J. BOTTOM CONNECTION AND 5.114' MA84 VALVE OPENING, AND SHALL HAVE 18" ABOVE GRADE LEVEL TO THE CENTER OF THE PUMPER DISCHARGE PORT. 4. HYDRANTS SHALL CONFORM TO A.W,W.A. SPECIFICATIONS C 502-54; SHALL BE COMPRESSION TYPE AND SHALL HAVE A TWO PIECE BREAKING FLANGE WITH BREAKING THIMBLE AT THE GROUND LINE OR STEM,, SHALL HAVE A SELF-OILING DRY BONNET WITH FACTORY FILLED RESERVOIR HOLDING APPROXIMATELY 8 OUNCES OF OIL. OIL RESERVOIR SHALL BE SO DESIGNED AS TO GIVE ACOMPLETE LUBRICATION OF STEMS EACH TIME THE HYDRANT IS OPERATED. THE UPPER STEM SHALL RAVE A BRASS SLEEVE. 5. SHACKLE RODS SHALL BE ASPHALT -COATED STEEL OR CORTEN STEEL. S. CITY HYDRANTS BONNET AND PORT CAPS SHALL BE FARWEST DELPHINIUM BLUE SAFETY 267. BARREL SHALL BE FARWEST CASE YELLOW SAFETY X-3472. 7. PRIVATE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF FARWEST CASE YELLOW (N X�3472). B. WHERE NO CURB AND GUTTER IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED CLOSE TO THE PROPERTY LINE AND INSIDE THE RIGHT OF WAY OR EASEMENT. INSTALL BOLLARD GUARD POST PER WS14. 8. HYDRANTS INSTALLED, RELOCATED OR OTHERWISE WORKED UPON AS A RESULT OF A PROJECT$HALL BE FRESHLY PAINTED. 10. HYDRANT SHALL NOT BE CLOSER THAN 4' TO ANY FIXED OBJECT, WITH THE EXCEPTION OF HYDRANT GUARD POSTS, PER-TMC 14.24,03. NOT TO SCALE ,. FIRE HYDRANT ♦ CaASSEMBLY AND SETTING City Q f ♦ p SHEET: WS-13 Ba. Tukwila REVISION i1: 08.03 1 LAST REVmom 04.08 APPROVAL" 808 GIBERSON, CITY ENGINEER ♦ r-.1W'r_ 1 e._t : LZI IIIIIIIIIIIIKIIIII' AUG 0 6 2012 COMMUMT T 75% C.D. NOT FOR CONSTRUCTION D 1 2 3 4 5 6 SU&CONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE Consulting Engineers ANDOVER PARK W 1601 Fifth Avenue, Suite 1600 IBI GROUP YJILq, J Seethe, Washington 98101-3665 B015econtlAvenue-$uHe1400 �. J�........_.wq WATER DETAILS (206) 622-5822 Fax (206) 522-8130 IBI Seattle WA 981041576 USA AZ SyAD COPYRIGHT J Q l -'Z PROJECT NO: 24735.4 SHEET NUMBER REV. v •P<4.u�u,ae "u� GROUP let 2065219091Q ^< � fax N�206.52ISO95 O DRAWN BY: J.CURTIS ne,.m wn ee. UI` CHILD BY: L. WIND �I I O� f' / u NO. GATE APPR DESCRIPTION 1908 SCALE: AS SHOWN P ........ REVISIONS 1 DATE: 2012-XX-XX CI BI 1 2 3 4 5 6 ID IC I IA A A BLIND A A - "- FLANGE PLW RUND FLANGE',., •'A CAPPED CROSS 90' BEND TEE W/ PLUG TEE W/O PLUG THRUST BLOCKING SIZE PIPE SIZE DIA A (ft 1) C (ft) D (ft ) E (ft } 4" 4 2 1 1 6" 10 5 3 1 8" 18 10 5 2 10" 28 15 8 4 12" 40 22 1 11 1 6 14" 55 30 15 8 16" 71 39 20 10 18" 90 49 25 13 20" 111 60 31 15 22" 135 73 37 19 24" 160 87 44 22 28" 218 118 60 30 30" 251 136 69 35 36" 361 195 100 50 42" 491 266 135 68 48" 641 1 347 1 177 89 BLIND FLAHCE OR SMALLER $IZE PIPE PLUG C - C A - - 1 RESTRAINED J JOINT C D 45" BEND 22-1/2" BEND NOTES: 1. BEARING AREA OF CONCRETE THRUST -BLOCK RASED ON 250 E PSI PRESSURE AND SAFE SOIL BEARING LOAD OF ION POUNDS ,._,,, PER SQUARE FOOT. _ 2. ADJUST REARING AREA FOR OTHER PIPE SIZES, PRESSURES, AND SOIL CONDITIONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM AREA OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER ALL CONDITIONS OF SERVICE. 11-1/4" BEND 5. HEIGHTOF THRUST BLOCK MUST BE EQUAL TO OR LESS THAN 112 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK'S BASE. 6. USE GALVANIZED OR ASPHALT -COATED SHEEL, THREADED RODS AND PIPE CLAMPS, 7. REFER TO CHAPTER 7 OF THESE STANDARDS. NOT TO SCALE c. BLOCKING (HORIZONTAL) City Of ✓ CONCRETE .-._.... m SHEET: WS-12A 1 OF 2 �. .`Py Tukwila REVISION 01: 08.03 APPROVAL: B. SHELTON LL N a tN� G rom m O >D O 4 29 29 O N E "a N P ra ra O I1ti h O" H O m o ez N c b N A;N O 1 NQ rc 4 ei s a a w 4 J N N O m Y? K! N N h NIn Oa W 2 ^ r r h n n N 5, K N ly 6 N N N N N N N N fv O N O C ` a W pNppp T iFi Si O, M b O ep~p I4yI Na wo d a m P m o P o m 0 NOT TO SCALE ��.�, BLOCKING City Of CONCRETE SHE: WS•12A 2 OF 2 O. .'b° Tukwila REVISION W: 08.03 � s APPROVAL: B. SHELTON VERTICAL BLOCKING FOR 11 114' - 22 1/2" - 30' BENDS PIPE SIZE V.B. CU. FT. A D L M-N-1 fDEaREEIDI (F-Im I-..) IFEE1.1 4 11 1/4 8 2.0 3/4 1.5 22112 11 2.2 2-0 30 17 2.6 6 11 1/4 11 2.2 314 20 221/2 25 2.9 30 41 3.5 8 11 1/4 16 2.5 3/4 2.0 22112 47 3.6 30 70 4.1 314 2.5 10-12 11 1/4 32 3.2 3/4 2.0 221/2 88 4.5 718 3.0 30 132 5.1 16 11 1/4 70 4.1 7/8 3.0 221/2 184 5.7 1 V8 4.0 30 275 6.5 11/4 18-20 11 1/4 91 CS 718 3.0 22112 225 6.1 11/4 4.0 30 330 6-9 13/8 4.5 24 11 1/4 128 5.0 1 3.5 221/2 320 6.8 13/8 4.5 30 480 7.9 1518 5.5 VERTICAL BLOCKING FOR 45" BENDS 4 45 30 3.1 3/4 2.0 6 68 4.1 8 123 5.0 12 232 6.1 3/4 2.5 16 478 7.8 1 118 4.0 20 560 8.2 11/4 24 820 9.4 13/8 4.5 GALVANIZED OR ASPHALT COATED STEEL THRSE DED RODS AND PIPE CLAMPS \% 1� UNDISTURSM --__ - Z, EARTH VERTICAL BLOCKING FOR 11 1/4", 221/2" 30", 45 AND 90" BENDS 6 12 -607 . rn e' "I `��.�E4.-, .ro ) j C b AUG d 6 2012 COMMUNITY DEVELOPMENT NOT TO SCALE R� t� tSLUt:KINIJ VtKIIUAL y�� Qom City Of CONCRETE � ��y�j[' WS-128 �•, .�~ Tukwila REVISION 11": 08.03 APPROVAL: B. SHELTON 75% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECTTITLE SHEETTITLE ffmoConsu/ting Engineers ci A ANDOVER PARK W 1601 Fifth Avenue, Suite 1600 181GROUP WATER DETAILS Seattle, Washington 98101-3665 T Sol Second Avenue - Suite 14DO �J��.^^ .,,••QS. (206)622-5822 Far(206)522-51JO ID1 Seattle WA 981M 1576 USA ;' '•�•y COPYRIGHT: GROUP _ ter, _•i PROJECT NO: 24735.4 SHEET NUMBER REV: tel 20fi.521.9091 y evmummvwmeuu"i tv.ny�oaer wn ryli N^a� III 206.521.9D95 DRAWN BY J.CURTIS 14y1 `: O : �"o� mu.pe Nalel s s s s - �'• I'= CHKD BY: L. WIND CU 109 IBl arwplw.wmnleea. NO. DATE APPR DESCRIPTION { * 1906 SCALE: AS SHOWN REVISIONS C DATE: 2012-XX-XX of CI BI AI 2 3 1 4 5 1 6 ID I FINISHED GRADE 4 -r FREEZE -PROOF BOX HYDRANT 2" PVC DRAINAGE SLEEVE 3/4" NEOPRENE HEAVY WALL III —III —III —III —III — ° FLEX. HOSE W/ STAINLESS -1I I,TII II —III —III I1—III,, DRAINAGE STEEL SCREW CLAMP AT III —III —I I— EACH END. HOLE CONCRETE PAD IG%18"x G" PVC SUPPLY MAIN TEE 6 ADAPTOR FITTING; SIZE AS SHOWN ON PLAN 3/4" GALV. NIPPLE =III-1 I -III III=1 I I -I i , .III �111--IIIIII� 3/4'' GALV. THREADED PIPE TO — FLEXIBLE PIPE ADAPTOR ELBOW I I I-III=1 I I -I I I 4" MIN. IIIIIIIII;,II�_ BOX HYDRANT INSTALLATION D� C B NOT TO SCALE If /2 -00 / E E 1}1V fl) AUG 0 6 2012 A DEVELOProt ., 75% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUSLONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE ffmoConsutting Engineers CITY OF TUAKWILA ANDOVER PARK W 1601 Filth Aro e, Suite 1600 IBI GROUP b% Seattle, Washington 98101—J665 801 SecondAvenee-SUite1400 �J���A. lwqI WATER DETAILS (206) 622-5822 Fax (206) 622-8130 IBI Seattle WA981041576USA �' •':s� COPYRIGHT :GROUP PROJECT NO: 24735.4 i I� SHEET NUMBER REV: tel 206.521,9091 M11 e fax 206.521.9095 9j 4� .rQ DRAWN BY J.CURTIS • • • n Y:( CHK'D BY: L WIND CUM Q. DATE APPR DESCRIPTION 1908 SCALE: AS SHOWN e w e� R 1P REVISIONS DATE: 2012-XX-XX 1 z NE 1/4 SEC.26 T.23N. RAE. W.M. 4 a ,�.ANDO-.VER PARK WEST, - -- . _ .. . I I I cn7 Ln �oo Ln 01 1`II I I SIGNING LEGEND B X X PROPOSED SIGN NUMBER B SEE SIGN SCHEDULE EXISTING SIGN TO BE REMOVED R-X SEE SIGN SCHEDULE (NEW LOCATION) SEE SIGN SCHEDULE ~(EXISTING LOCATION) SEE SIGN SCHEDULE 4e,,2-od7 JL�� ':�; .. A DEVELOPMEM7 U 20' 49' 75% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE Consulting Engineers CITY OF TUKWILA ANDOVER PARK W CHANNELIZATION 1601 FiHh Avenue, Suite 1600 Ill GROUP riLA, & SIGNAGE PLAN Seattle, Washington 98701-3665 ❑ B0t Second Av 111 Ill US two O q (206) 622-5822 Fax (206) 622-5130 IBI Seattle WA 981041576 USA COPYRIGHT GROUP PROJECT NO: 24735.4 SHEET NUMBER REV: let 206.521.9091 t Q p ,{,�. �/ ) "I ��. a. ee. to 206.521.9095 N �' �; $� DRAWN BY: J. CURT CHK'D BY ' L. WIND CC 101 IS p pp eie nlaenmem. �a NO. DATE APPR DESCRIPTION 1908 SCALE: 1"=20' -- . .- REVISIONS DATE: 2012-XX-XX STRIPING & SYMBOL LEGEND O1 SINGLE BROKEN WHITE RPM, PER \ COT STD PLAN RS-13 D QZ SINGLE SOLID WHITE RPM, PER III COT STD PLAN RS-13 l — — O SINGLE SOLID YELLOW RPM, PER COT STD PLAN RS-13 3 ® DOUBLE SOLID YELLOW RPM, PER C) COT STD PLAN RS-13 _ 05 NOT USED m v ©PLASTIC CROSSWALK LINE, PER rl - m COT STD PLAN RS-19 m = O7 PLASTIC STOP LINE m 4 I 3 ( 4 3 Q PAINTED WIDE LINE, YELLOW o 0) o 0 9O PRECAST DUAL FACED SLOPED N MOUNTABLE 12" WIDE CURB, PER _ ..... _...__........... .---------- — -- - - - - ; .._ 10 WSDOT STD PLAN F-10.64-02 C ID C 1 --'� -I _---------- - RT TURN ONLY 2 NE 1/4 SEC.26 T.23N. RAE. W.M. L—_------J RT TU 4 6 STRIPING & SYMBOL LEGEND O1 SINGLE BROKEN WHITE RPM, PER COT STD PLAN RS-13 D 2O SINGLE SOLID WHITE RPM, PER COT STD PLAN RS-13 3Q SINGLE SOLID YELLOW RPM, PER COT STD PLAN RS-13 n ® DOUBLE SOLID YELLOW RPM, PER C1 COT STD PLAN RS-13 z Q5 NOT USED © PLASTIC CROSSWALK LINE, PER rN, COT STD PLAN RS-19 m = 70 PLASTIC STOP LINE m ® PAINTED WIDE LINE, YELLOW o Q9 PRECAST DUAL FACED SLOPED w MOUNTABLE 12" WIDE CURB, PER 10 WSDOT STD PLAN F-10.64-02 C SIGNING LEGEND B - PROPOSED SIGN NUMBER B X-X SEE SIGN SCHEDULE EXISTING SIGN TO BE REMOVED R-X SEE SIGN SCHEDULE LOCATION) f(NEW SEE SIGN SCHEDULE ,`(EXISTING LOCATION) SEE SIGN SCHEDULE fi 1�a2 -0 7@ A A Comit',U, G�' T-Y O 20' 40' 75% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SLICONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEET TITLE CHANNELIZATION Consulting Engineers 1601 Filth Avenue, Suite 1600 Seattle, Washington 98101-3665 IBI GROUP 801 Second Avenue - Suite 1400 J�'�ILA -..e�Q .r & SIGNAGE PLAN (206) 622-5822 Fax (206) 622-8130 ILT Seattle WA 981/41576 USA GROUP [et 206.521.9091 k OfC `"3'i -G% •' Q I COPYRIGHT: 73 24 PROJECT NO : 54 PROJ SHEETNUMBER REV: DRAWN BY J. CURTIS m w n tax zos.szt.soss W O�i y, n `f -, i2 >< a a Y CHMD BV: L WIND r - YK CC II� O2 SCALE: i"=20' —dft9 Gwp pp eee a nreenemon. NO. GATE APP R DESCRIPTION yyp6 REVISIONS X-XX . . .-- .-- I 2 3 1 NE 1/4 SEC.26 T.23N. RAE. 4 W.M. NE 1/4 SEC.23 T.23N. 5 RAE. W.M. 6 STRIPING & SYMBOL LEGEND Ql SINGLE BROKEN WHITE RPM, PER D COT STD PLAN RS-13 D .-.,1 :7, _,F ANDOVER PARK WEST Z, �D SINGLE SOLID WHITE RPM, PER . . ...... . .... . . . ..... . .... . ....... ........... . ... . .... . . . . . ......... .......... COT STD PLAN RS-13 — — — — — — — — — — — — — — — — — — — . ............. . SINGLE SOLID YELLOW RPM, PER COT STD PLAN RS-13 DOUBLE SOLID YELLOW RPM, PER C-> .......... - - - --- -- 0 + + ........... C-) COT STD PLAN RS-13 L4 On NOT USED Lmn +00 Ir-04 LINE -A PLASTIC CROSSWALK LINE, PER COT STD PLAN RS-19 21+06 7 Q PLASTIC STOP LINE GO4 3 8QPAINTED WIDE LINE, YELLOW f + 00 + C, L' (j) PRECAST DUAL FACED SLOPED Co . .. . ....... Z, MOUNTABLE 12 WIDE CURB, PER WSDOT STD PLAN F-10.64-02 C - s j -------------- ---------- ------------ ------------ -------------- ------- 7 ------ — -------------------- - — — — — — — — — — — — — — — ---- — — — — — — — — — — — — — — — — — — — — — — — — — — ----------------- ------------- c W14-4 LIMITED SIGHT DISTANCE . ........ ... .. (24"x24") CUSTOM "WARN BUS PRESENT" (12"x9" BLK ON YEL) jl SIGNING LEGEND B PROPOSED SIGN NUMBER B SEE SIGN SCHEDULE EXISTING SIGN TO BE REMOVED SEE SIGN SCHEDULE (NEW LOCATION) SEE SIGN SCHEDULE '-(EXISTING LOCATION) SEE SIGN SCHEDULE F-19,-OoI7 C 2012 A A DEVEL PMENT 0 20' 40' 75% C.D. NOT FOR CONSTRUCTION 2 3 4 5 6 SUfi ONISUILTANT MmeConsulting SEAL CLIENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEET TITLE CHANNELIZATION Engineers 1601 Fi h Avenue, Suite 1600 Seattle,"Washington 98101-3665 (206 622-5822 Fax (206) 622—BIJO 1111 GROUP 801 Second Avenue - Suite 1400 Swile 981041576 USA & SIGNAGE PLAN JBI /g, COPYRIGHT' GROLTP tel 206521.9091 PROJECT NO: 24735.4 SHEET NUMBER R —pu1---1—=..-. fax 206.521.9095 km k 0 DRAWN BY: J. CURTIS V CHKD BY: L. WIND..d W 03 GROUP GATE APPR DESCRIPTION REVISIONS SCALE: 1" = 20' DATE' 2012-YXXX 1 2 3 NE 1/4 SEC.23 T.2I3N. RAE. W.M. I, : � ill f I II I I Imo., ll II RT TURN ONLY 5 6 L STRIPING & SYMBOL LEGEND Q1 SINGLE BROKEN WHITE RPM, PER COT STD PLAN RS-13 D Q SINGLE SOLID WHITE RPM, PER COT STD PLAN RS-13 SINGLE SOLID YELLOW RPM, PER ___.._._...._ ,. ........................_.i , COT STD PLAN RS-13 DOUBLE SOLID YELLOW RPM, PER COT STD PLAN RS-13 NOT USED 9 10 m ©PLASTIC CROSSWALK LINE, PER COT STD PLAN RS-19 2 m = 7Q PLASTIC STOP LINE m ® PAINTED WIDE LINE, YELLOW - C-� o 99 PRECAST DUAL FACED SLOPED �^ MOUNTABLE 12" WIDE CURB, PER 10 WSDOT STD PLAN F-10.64-02 C SIGNING LEGEND B PROPOSED SIGN NUMBER B X-X SEE SIGN SCHEDULE EXISTING SIGN TO BE REMOVED R-X SEE SIGN SCHEDULE (NEW LOCATION) SEE SIGN SCHEDULE Imo` '-(EXISTING LOCATION) SEE SIGN SCHEDULE 7 ( A COW tErfi iKk p Y A d3�'J��1uiEi S7 0 20' 40' 75% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SU6 ONSULTANT a Consulting Engineers SEAL CLIENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEETTITLE CHANNELIZATION 1607 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 IBIGROUP Sol Second Avenue Suite 1400..,,,.qs wILA & SIGNAGE PLAN (206) 622 5822 Fo (206) 622-8130 IBI 1 1 Seattle WA 981041576 USA ` Or i2 COPVRIGNT. ^ GROUP tel 206.521.9091 i 4 d , .r 1i y �;� O� 1y21.9095 PROJECT NO: 24735.4 SHEET NUMBER REV: DRAWN BY: J. CURTIS faX 2065 " ' " - b �'� f CHK'D BY: L. WIND CC104 w. e o+Pm..w�. won a wn NO. DATE APPR DESCRIPTION y906 SCALE: 1"=20' REVISIONS DATE: 2012-XX-XX ID IC 1 2 W.M. NE 1/4 SEC.23 T.23N. RAE. I I I II 1 u y r-sI J I lv/ �J �a III o N _ 30+00 + y 30+43 LWE=A� h ' N I 6 L I I,I o f I 4 ,I III' 3 4 1 5 1 6 STRIPING & SYMBOL LEGEND Ot SINGLE BROKEN WHITE RPM, PER COT STD PLAN RS-13 0 QZ SINGLE SOLID WHITE RPM, PER COT STD PLAN RS-13 30 SINGLE SOLID YELLOW RPM, PER COT STD PLAN RS-13 ® DOUBLE SOLID YELLOW RPM, PER COT STD PLAN RS-13 50 NOT USED © PLASTIC CROSSWALK LINE, PER COT STD PLAN RS-19 7O PLASTIC STOP LINE 8O PAINTED WIDE LINE, YELLOW 90 PRECAST DUAL FACED SLOPED MOUNTABLE 12" WIDE CURB, PER 10 WSDOT STD PLAN F-10.64-02 C SIGNING LEGEND B X X PROPOSED SIGN NUMBER B SEE SIGN SCHEDULE EXISTING SIGN TO BE REMOVED R-X SEE SIGN SCHEDULE (NEW LOCATION) SEE SIGN SCHEDULE LJ ` '`(EXISTING LOCATION) SEE SIGN SCHEDULE /2-007 �E�vF` C0l1fJ trIUNE W 0 20' 40' 75% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB ONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE Consulting Engineers CITY OF TUKWILA ANDOVER PARK W CHANNELIZATION 1601 FiRA Avenue, Suite 1600 IBIGROUp �, _ & SIGNAGE PLAN Seattle, —5822Washington Fa 96101—J2— �GRDOJLTP 6o15ewA ll041 Ill US tao0 �j�31��/ .,`qs (206) 622-5ffi2 Fax (206) 622-81J0 Seattle WA 98104 7576 USA COPYRIGHT PROJECT NO: 24735.4 SHEET NUMBER REV: MI 206.521 9091 wNeH aee fax 206.521.9095(}UtN �j,�F,.,,,»y r00 DRAWN BY: J. CURTIS CHK'DBY: L.W1ND CC105 e p .ppm.. wore raenoem. NO. DATE APPR DESCRIPTION `Y n 190 6 SCALE: 1"=20' REVISIONS DATE: 2012-XX-XX 1 2 3 1 4 1 5 1 6 ID IC I TRAFFIC ARROW SCHEDULE STATION TYPE XX+XX 2SR XX+XX 2SR SIGN SCHEDULE SIGN SIGN CODE / EXISTING LOCATION NEW LOCATION SIGN SIZE POST SIZE REMARKS x r NUMBER DESCRIPTION I R3-5R RIGHT TURN ONLY STA. 13+54, 43'RT 24" 30" 2" x 2" NEW SIGN AND POST 2 R3-5R RIGHT TURN ONLY STA. 14+56, 41'RT 24" 30" 2" x 2" NEW SIGN AND POST 3 R3-5R RIGHT TURN ONLY STA. 16+88. 41'RT 24" 30" 2" x 2" NEW SIGN AND POST 4 R3-5R _— STA. 22+59, 48'RT 24" 30" 2" x 2" NEW SIGN AND POST RIGHT TURN ONLY 5 R3-88 STA. 25+89, 29'RT STA. 25+87, 32'RT 48" 30" 2" x 2" REMOVE SIGN AND POST AND L—L—R TURN REPLACE WITH NEW 6 R3-5R RIGHT TURN ONLY __ STA. 26+65, 42'RT 24" 30" 2" x 2" NEW SIGN AND POST DI CI BI GENERAL NOTES: 1. SEE WSDOT STANDARD PLANS M-20.30-01 AND M-20.40-01 FOR SUPPLEMENTAL RAISED PAVEMENT MARKER PLACEMENT. E12 - ao ? A AUG 0 6 2012 A CONIFAIJN;r! OEVELOP;X 75% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT Engineers SEAL CLIENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEET TITLE CHANNELIZATION Consulting 1601 Flkh Avenue, Suite 1600 IBI GROUP & SIGNAGE DETAILS Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-6130 TD T 801 Second Avenue -Suite 1400 Sealtla WA 98104 1576 USA ,�`% ;" .'QS1 C) �y COPYRIGHT MOP— c,o� ioaw.Nvr=u wll n..a 1D1 GROUP fel 206.521.9091 fax J k G) ¢ `��'"s-.,1 i "I u3F � i0 PROJECT NO: 24735A SHEET NUMSER REV. DRAWN BY J.CURTIS .mm,�m WieI >rna�wn".,q.m e. =11 206.521.9095 - N " I2 cewwu"b�en�Y'��� Pe.m lsl s s s CHKD BV: L NAND CC 107 lei v w elwwep®se wm m. NO A R DESCRIPTION 1909 SCALE: AS SHOWN ......- REVISIONS DATE'. 2012-XX-XX 0 2 3 4 1 5 6 D C B A 1908 PROJECT LOCATION MAP NOT TO SCALE 0 SUS -CONSULTANT COPYRIGHT. AM1 Wwe•bhEbn N1M uw�ten. Wlnrn �nbw,rYY bn.nwen. CanYraw, Wlwtir.Md 4 MMw,w wW wMen w W Ieo � ib Gmro NY u Nwn•e �n�ww.en, sen M brrweA W oaPrwoHT o mI I r oRola CITY OF TUKWILA WASHINGTON Tukwila Transit Center 60% C.D. NOT FOR CONSTRUCTION z PROJECT TEAM: STATION ARCHITECTURE & ITS STRUCTURAL ENGINEERING IBI GROUP KPFF CONSULTING ENGINEERS 801 SECOND AVE, SUITE 1400 1601 FIFTH AVENUE, SUITE 1600 SEATTLE, WA 98104 SEATTLE, WA 98101 TEL. (206) 521-9091 TEL. (206) 622-5822 CONTACT: LEE ANN MANGIN CONTACT: ANDY EWING Xl mMil onkk 2121:4I�[e� KPFF CONSULTING ENGINEERS 1601 FIFTH AVENUE, SUITE 1600 SEATTLE, WA 98101 TEL. (206) 622-5822 CONTACT: LLOYD WIND IBI GROUP 801 Second Avenue - Sune 1400 IBI Seatue WA 98104 1576 USA GROUP W 206.521.9091 fax 206.521.9095 m V . I DATE I APPR I DESCRIPTION REVISIONS ELECTRICAL ENGINEERING TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND ST., SUITE 301 TACOMA, WA 98409 TEL. (253) 472-3300 CONTACT: ED HORSMAN 4 RECEIVED AUG 0 6 2012 - - - - -- --- -- -- - - ----- —J DEVELOPMENT LANDSCAPE DESIGN GEOTECHNICAL CONSULTANT NAKANO ASSOCIATED, LLC SHANNON & WILSON, INC. 3609 MT. BAKER BLVD. 400 N 34TH ST., SUITE 100 SEATTLE, WA 98144 SEATTLE, WA 98103 TEL. (206) 292-9392 TEL. (206) 632-8020 CONTACT: JIM YAMAGUCHI CONTACT: GHADA ELLITHY SURVEY ENGINEERING PACE ENGINEERS 1601 SECOND AVENUE, SUITE 1000 SEATTLE, WA 98101 TEL. (206) 411-1855 CONTACT: FRED WILLIAMSON CLIENT CITY OF TUKWILA �J,��1tu wqs O 5 ENVIRONMENTAL CONSULTANT SHANNON & WILSON, INC. 400 N 34TH ST., SUITE 100 SEATTLE, WA 98103 TEL. (206) 632-8020 CONTACT: GHADA ELLITHY 60% C.D. NOT FOR CONSTRUCTION 6 PROJECT TITLE SHEET TRLE TRANSIT CENTER COVER SHEET PROJECT NO. 24735.3 SHEET NUMBER G 1001 REV DRAWN BY. 8. SCHANS L. MANGIN E SCALE' SCAL DATE2012-04-02 D C B A e 99 DRAWING INDEX GENERAL G1001 COVER SHEET C1002 DRAWING INDEX G1003 SYMBOLS AND ABBREVIATIONS GS100 AREA PLAN RIGHT OF WAY 1 RIGHT OF WAY PLAN 2 RIGHT OF WAY PLAN 3 RIGHT OF WAY PLAN CIVIL CD101 TESC PLAN CD102 TESC PLAN CD103 TESC PLAN t CD104 TESC PLAN C0105 TESC PLAN CD106 SB REMOVAL PLAN CD107 NB & BAKER REMOVAL PLAN CD121 REMOVAL PLAN C CD122 REMOVAL PLAN CD123 REMOVAL PLAN CD124 REMOVAL PLAN CD125 REMOVAL PLAN CD501 TESC DETAILS CD521 REMOVAL DETAILS CG101 DRAINAGE PLAN CG102 DRAINAGE PLAN CG103 DRAINAGE PLAN CG104 DRAINAGE PLAN CG105 DRAINAGE PLAN CC106 SB DRAINAGE PLAN CG107 NB & BAKER DRAINAGE PLAN CG501 DRAINAGE DETAILS CP101 ROAD PLAN CP102 ROAD PLAN CP103 ROAD PLAN CP104 ROAD PLAN CP105 ROAD PLAN B CP106 SB ROAD PLAN CP107 NB & BAKER ROAD PLAN CP121 CHANNELIZATON & SIGNAGE PLAN CP122 CHANNELIZATION & SIGNAGE PLAN CP123 CHANNELIZATION & SIGNAGE PLAN CP124 CHANNELIZATION & SIGNAGE PLAN CP125 CHANNELIZATION & SIGNAGE PLAN CP301 TYPICAL SECTIONS CP302 TYPICAL SECTIONS CP303 NB & SB TYPICAL SECTIONS CP501 ROAD DETAILS CP520 CHANNELIZATION & SIGNAGE DETAILS CU101 UTILITY PLAN CU102 UTILITY PLAN CU103 UTILITY PLAN CU104 UTILITY PLAN CU105 UTILITY PLAN CU106 SB UTILITY PLAN CU107 NB & BAKER UTILITY PLAN CU501 WATER DETAILS A t r 1 SUB -CONSULTANT SEAL COPYRIGHT: cy 8�1 G. P n><dea�wmwP a a—�-I K. G —1 .. T 0 2011 151 GROUP 2 IBI CROUP 801 Second Avenue - Suite 1400 IBISeattle WA 981041576 USA GROUP tGl 206,521,9091 fax 206,521.9095 3 40. I DATE I APPR I DESCRIPTION REVISIONS 4 CP311 CROSS SECTIONS CP311 CROSS SECTIONS CP312 CROSS SECTIONS CP313 CROSS SECTIONS CP314 CROSS SECTIONS CR315 CROSS SECTIONS CP316 CROSS SECTIONS CP317 CROSS SECTIONS CP318 CROSS SECTIONS CP319 CROSS SECTIONS CP320 CROSS SECTIONS CP321 CROSS SECTIONS CP322 CROSS SECTIONS CP323 CROSS SECTIONS CP324 CROSS SECTIONS CP325 CROSS SECTIONS CP326 CROSS SECTIONS CP327 CROSS SECTIONS CP328 CROSS SECTIONS CP329 CROSS SECTIONS CP330 CROSS SECTIONS CP331 CROSS SECTIONS CP332 CROSS SECTIONS CP333 CROSS SECTIONS CP334 CROSS SECTIONS CP335 CROSS SECTIONS CP336 CROSS SECTIONS TRANSIT CENTER CD106 SB REMOVAL PLAN CD107 NB & BAKER REMOVAL PLAN CG106 SB DRAINAGE PLAN CG107 NB & BAKER DRAINAGE PLAN CP106 SB ROAD PLAN CP107 NB & BAKER ROAD PLAN CP303 NB & SB TYPICAL SECTIONS CU106 SB UTILITY PLAN CU107 NB & BAKER UTILITY PLAN ARCHITECTURE AS101 SB SITE PLAN END AS102 SB SITE PLAN MIDDLE AS103 SB SITE PLAN CORNER AS104 NB SITE PLAN CORNER AS105 NB SITE PLAN MIDDLE AS106 NB SITE PLAN END AS107 BAKER SITE PLAN END AE101 SB CORNER PLAZA PLAN AE102 TYPICAL SHELTER PLANS AE103 ROOF PLANS AE104 REFLECTED CEILING PLANS AE201 SB CORNER PLAZA ELEVATIONS AE202 TYPICAL SHELTER ELEVATIONS AE301 SB CORNER PLAZA SECTION AE302 SB SHELTER SECTIONS AE303 NB SHELTER SECTIONS A0501 DETAILS AD502 DETAILS AD503 DETAILS CLIENT CITY OF TUKWILA J Te'1'Er:. f I (ti 190E AD504 DETAILS AD505 DETAILS STRUCTURAL SO01 GENERAL NOTES S002 INSP. SCHEDULE, SYMBOLS & ABBREV. SS100 SITE PLAN SB101 FOUNDATION PLANS SF101 FRAMING PLANS 5-501 DETAILS S-502 DETAILS S-503 DETAILS S-504 DETAILS ELECTRICAL ES101 SB ELECTRICAL PLAN ES102 NB & BAKER ELECTRICAL PLAN E5103 APW STREET LIGHTING PLAN ES104 APW STREET LIGHTING PLAN EL401 REFLECTED CEILING PLANS ITS TS101 SB SITE PLAN END TS102 SB SITE PLAN MIDDLE TS103 SB SITE PLAN CORNER TS104 NB SITE PLAN CORNER TS105 NB SITE PLAN MIDDLE TS106 NB SITE PLAN END LANDSCAPE L1101 IRRIGATION PLAN MAIN LINE LAYOUT L1102 IRRIGATION PLAN MAIN LINE LAYOUT L1501 IRRIGATION DETAILS LP101 SB PLANTING PLAN LP102 NB PLANTING PLAN LP103 PLANTING PLAN LP104 PLANTING PLAN LP501 PLANTING DETAILS LP502 PLANTING DETAILS LP601 PLANTING SCHEDULE LS501 DETAILS 7 C� /'g _LA RECEIVED AUG 0 6 20121 A COMMUNITY DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 5 6 PROJECT TITLE SHEET TITLE TRANSIT CENTER SHEET INDEX PROJECT NO: 24735.3 DRAWN BY: B. SCHANS CHKD BY: L. MANGIN SCALE: DATE: 2012-04-02 SHEET NUMBER REV: G 1002 i 1 2 3 4 6 ABBREVIATIONS FHWA FEDERAL HIGHWAY ADMINISTRATION US RGS RIGID GALVANIZED STEEL SYMBOL LEGEND PLAN LEGEND DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY & AND GRAPHIC SYMBOL NOTES DESCRIPTION GRAPHIC SYMBOL DESCRIPTION ® AT FLUOR FLUORESCENT S SOUTH rL CENTERLINE FT FOOT, FEET SB SOUTH BOUND 0 DIAMETER OR ROUND FTG FOOTING SCHED SCHEDULE DIRECTION INDICATOR # POUND, NUMBER SF SQUARE FEET ELEVATION NUMBER ELEVATION MARKER EMERGENCY CALL BOX MOUNTED GA GAUGE A000 SHEET ON WHICH TO PEDESTRIAN LIGHTING D SHT SHEET ELEVATION IS DRAWN C1 AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY GALV GALVANIZED SIM SIMILAR AND TRANSPORTATION OFFICIALS GEN GENERAL SL SLOPE DIRECTION INDICATOR O PEDESTRIAN LIGHTING ACI AMERICAN CONCRETE INSTITUTE GR GRADE SOG SLAB ON GRADE — CONCRETE SECTION NUMBER SECTION A000 SHEET ON WHICH ADA AMERICAN WITH DISABILITIES ACT SPECS SPECIFICATIONS SECTION IS DRAWN H HIGH AISC AMERICAN INSTITUTE OF STEEL HC HANDICAPPED SQ SQUARE TRASH RECEPTACLE CONSTRUCTION SS STAINLESS STEEL CALL OUT AREA AFF ABOVE FINISHED FLOOR HGT, HT HEIGHT STA STATION I I DETAIL NUMBER DETAIL ENLARGEMENT ALUM ALUMINUM HM HOLLOW METAL STD STANDARD I I A000 SHEET ON WHICH CALL OUT ALT ALTERNATE HMA HOT MIX ASPHALT STL STEEL ( I DETAIL IS DRAWN �� ANSI AMERICAN NATIONAL STANDARD INSTITUTE HOR HORIZONTAL STRUCT STRUCTURAL INDIVIDUAL SEATING ARCH ARCHITECTURE IBC INTERNATIONAL BUILDING CODE DETAIL NUMBER DETAIL CALL OUT ASTM AMERICAN SOCIETY FOR TESTING AND TC TOP OF CURB A000 SHEET ON WHICH MATERIALS ID INSIDE DIAMETER (DIM) TEL TELEPHONE DETAIL IS DRAWN ® WINDSCREEN FRAME INT INTERIOR THK THICK BLDG BUILDING TO / T.O. TOP OF VIEW NUMBER VIEW TITLE FOR f 1 JT JOINT TOC TOP OF CONCRETE TRANSIT CENTER VIEW TITLE & ENLARGEMENTS ELEVATIONS, ® RAPIDRIDE BLADE MARKER CAB CABINET TOS TOP OF STEEL A00 AS SHOWN VIEW SCALE CCTV CLOSED-CIRCUIT TELEVISION LF LINEAR FOOT TS TUBE STEEL SHEET NUMBER C C.D. CONSTRUCTION DOCUMENTS LOC LOCATE, LOCATION TYP TYPICAL ROUTE MARKER C CDF CONTROLLED DENSITY FILL LT LIGHT VIEW NUMBER VIEW TITLE FOR CIP CAST -IN -PLACE UBC UNIFORM BUILDING CODE ;ASSHOWN NSIT CENTER VIEW TITLE MULTIPLE VIEWS ON SHEET TRANSIT CENTER MARKER CJ CONTROL JOINT MATL MATERIAL UL UNDERWRITERS LABORATORIES, INC VIEW SCALE CL CLASS MAX MAXIMUM CLR CLEAR MFGR MANUFACTURER UNO UNLESS NOTED OTHERWISE COL COLUMN MH MANHOLE TRANSIT CENTER VIEW TITLE VIEW TITLE Ll 0 NEWSPAPER RACKS CONICCONCRETE MIN MINIMUM VAR VARIES CONN CONNECTION MISC MISCELLANEOUS VIER VERTICAL AS SHOWN VIEW SCALE CONST CONSTRUCTION MTD MOUNTED VIF VERIFY IN FIELD 0 0 BICYCLE RACKS COORD COORDINATE MTL METAL UNIT PER INCH GRAPHIC SCALE CSBC CRUSHED SURFACING BASE COURSE MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL W WEST 0 1 2' UNIT PER 2 INCHES DEVICES W/ WITH SUBUNIT BAR GRAPHIC CSTC CRUSHED SURFACING TOP COURSE W/0 WITHOUT �n ADA READ 5'XB' CLEAR BUS LOADING ZONE (N) NEW (j�rVL�'J„7 CTR CENTER WF WIDE FLANGE N/A NOT APPLICABLE WISHA WASHINGTON INDUSTRY FOR SAFETY AND NB NORTH BOUND HEALTH ADMINISTRATION DIRECTION INDICATOR NORTH ARROW D DEEP, DEPTH NEC NATIONAL ELECTRIC CODE DEMO DEMOLISH, DEMOLITION B DET, DTL DETAIL NIC NOT IN CONTRACT NO, # NUMBER GRID DESIGNATOR DIA DIAMETER GRID LINE GRID LINE ADA READ 3'X4' CLEAR WHEELCHAIR SPACE DIM DIMENSION NTS NOT TO SCALE A ON DOWN L DWG DRAWING OA OVERALL OC ON CENTER OFCI OWNER FURNISH CONTRACTOR INSTALL o00000000o ADA REOD 24" TACTILE WARNING EDGE (E) EXISTING 0 0 0 E EAST OPP OPPOSITE EA EACH OSHA OCCUPATIONAL SAFETY AND HEALTH EJ EXPANSION JOINT ADMINISTRATION ELEV ELEVATION PL PLATE ELEC ELECTRICAL PNL PANEL EMER EMERGENCY PR PAIR EO EQUAL PT POINT EQUIP EQUIPMENT PROJ PROJECT, PROJECTION /n EXP EXPANSION, EXPOSED PSI POUNDS PER SQUARE INCH FCC FEDERAL COMMUNICATION COMMISSION RAD RADIUS RECEIVED A FDN FOUNDATION REF REFERENCE A FF FACTORY FINISH, FINISH FLOOR RCP REFLECTED CEILING PLAN AUG 0 6 2012' FIN FINISH REINF REINFORCED REOD REQUIRED COMMUNITY DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 6 SUBLONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE CITY OF TUKWILA TRANSIT CENTER SYMBOLS AND IBI GROUP �NNI A, w♦ ABBREVIATIONS S01 Second 8104Aven1 76 USite 1400 V IBI Seattle WA 96,04 ,576 USA COPYRIGHT. PROJECT NO: 24735.3 CROUP tel 206521.9091 �` Imo} SHEET NUMBER REV: .�.mnw oVeezvlee ems w,n.�oa�m��. a.�aw fax 206.521.9095 DRAWN BV: B. SCHANS ula Psna mmrom.ea. yw� ��"� jo°en lei - - - - N•f•Z CHK'DBY: L. MANGIN yn u on or v m ell, an ngsG 1003 asna vc salvo nea NO. DATE APPR DESCRIPTION 'J90 SCALE: w IBI GmuPk, aPPoval Ealon Pccaeding wim hnicaYon. COPYRIGH—Ill 181 GROUP I I I REVISIONS DATE: 2012-04-02 ri] IC IB la aaaa ------------------------------------------------ 1 1 1 ©©© ®®® ®®® 44 LL - �— • , li:C ._ ... \ i r ■ r i i r_ r ■ - r -■ r ■ ■- _r ■ ■ r_r_ r- ■ p- W: ■ ■_■.c1+ :■_■_■ ; r_■ `M- � r-A-M..r_r. ■. r. r ■ r : r 1 . _�■. r" ■�ANDOVER PARK WEST ROADWAY(� 3 3 \ i \ AS103 ES103 TS103 \ t O ----- � �I ' I I 1 I I I U --- - t� - -- I hI I I I ��sst=��` --------------- - r ----- ---- t - - 1 O 4 4 4 ,�r��nrn J( I I 5 5 5 (IVf! 6 6 6 A5104 ES104 T5104 r AS105 ES105 TS105 AS106 ES106 TS106 E5107 AS107 o N �I jlll I I I FI i! w u J{I_ ` J — _ — — — — —m I i mmnmmmn,77�mmmm m ern, `----------�- ---- 4---------------------- ------ I -----' --------- ----I- I CD102 CP102 CU102 CG102 1 TRANSIT CENTER AREA PLAN 1"= 40'-0' Z,/2 -007 RECEIVED AUG 0 6 2012 COMMUNITY N DEVELOPMENT O 49' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB�CONSULTANT SEAL CLIENT PROJECTTITLE SHEETTITLE CITY OF TUKWILA TRANSIT CENTER AREA PLAN IBI GROUP 801 Second Avenue -Suite 1400 IBlSeattle WA 98104 1576 USA %S i COPYRIGHT: PROJECT NO: 24735.3 SHEET NUMBER REVwn_: GROUP ac e�c wn6 a5� tel 206.521.9091 - Ii _ p^� fax 206.521.9095 t '= DRAWN BY: B. SCHANS p,m,m„e.�w�:am wm�oo�: on me room - - �nen CHK'D BV: L. MANGIN GS100 m &cmup�mw+pno..lm we pm�aeanou raaa����� NO. DATE APPR DESCRIPTION ]90$ SCALE: 1. = 40'-0' .—ICHTo ml 11.1 cRoUP REVISIONS DATE: 2012-04-02 7 CI BI al 1 I 2 I 3 I 4 I GRAPHIC SCALE 20 0 10 20 40 I R-50.00' ( IN FEET ) L-79.14' 1 inch = 20 feet R=34.50' O \ L=53.77' TT N m o 5 6 P P u 500 05�91nPARCEL 9zo2a7ao7o 2A CANOPY EASEMENT rINO 68.15' N00'19'59"E PARCEL 9202470010��--- --- — pP�O� C7 I C18 L267 C19 L28 ri�j/ L _T _ _ _ / 112.51' 4=02'S6'31" N00'11'38' W R=45.00' 5.00" L=2.31' 10+00 11+00 12+00 13+00 S0O'11'38 E 14+00 1327.43' C ANDOVER PARK WEST N SCALE- NTS 15+00 • I— a0'29" o_ 66 0 o R= I R=40.00' 889'42'31_W ]4L3'536"'433'"TI— N00'11'38"W 304.89' 7.00 N00'1I'38'W 408.67'—--_ 30.00' R=so.00'///-----///%%%%%%%%%%%%//%l/./%%%%%%%%%%%l%jlll/%%%%%%%% %%%%//jj----T N00'11'38W 233.83 //'— =—/' /---—— — — __ _ _ _ — u------------ — J 7 f— — N00't138"W / N00'1138'W 40 35 — //� — — — — N00'11'38"W 198.09'— / TUKWILA TRANSIT CONSTRUCTION TEMPORARY CONSTRUCTION EASEMENT olE ANDOVEFINlUSRIAL//.1'5"8—"�lIl=F/' N0/07/13/8 PARE<NO. 2 N� 33.59" TRALT 7 01 PARCEL .221100075 IPARCEL 0223100070 VICINITYMAP LEGEND /--5 5i A 1 SUB- ONSULTANT SEAL COPYRIGHT: we u. pv.m' m.a RIGHT OF WAY CENTER LINE A PROPERTY LINE — — — - TRANSIT EASEMENT LINE - — — — — — — — — — — - TEMPORARY EASEMENT LINE SOUTNCENTER�PARKWA SIGNAL EASEMENT LINE g o A SITEAREA o EVANSBLACKDR. c y NOTES \1\o SOUTH CENTER y T BAKER BL VD. HORIZONTAL DATUM: CITY OF TUKWILA BINDING SITE PLAN IMPROVEMENT PLAN NO. L10-032 EASEMENT AREAS NORTHEAST: TEMPORARY CONSTRUCTION EASEMENT: 2121.96 S.F./ 0.048 ACRES PERMANENT EASEMENT: 6430.10 S.F./ 0.147 ACRES STRANDER BLVD. S7R4NDER BLVD. SOUTHWEST: CANOPY EASEMENT: 4262.71 5. F./ 0,097 ACRES TEMPORARY CONSTRUCTION EASEMENT: 6.808.21 S.F./ 0.156 ACRES PERMANENT EASEMENT: 19.060.36 S.F./ 0.437 ACRES SOUTHEAST: TEMPORARY CONSTRUCTIONS EASEMENT: 891.96 S.F./ 0.020 ACRES 2 3 181 GROUP 601 Seoand Avenue - Suite 14DO ID T SeeNe WA 981041576 USA GROUP tel 206.521.9091 fox 206 521.9095 REVISIONS DESCRIPTION ®1om= ®m1mm-�� ®®�® EEE® 4 PACE An Engineering Services Company 11255 Kirkland Way, Su@e 300 Kirkland, WA 98033 p. 425.827.2014 I f. 425.827.5043 ...................................................... Civil I Structural I Planning I Survey CLIENT CITY OF TUKWILA Oi` \ZG'1 uIt �O 1908 5 PROJECT TITLE TRANSIT CENTER PROJECT NO: TAPW ROW.VSP-9603.DWG DRAWN BY: D. BRILEY CHK'D BY: F. WILLIAMSON SCALE: m E12- `007 RECENED AUG 0 6 2012 COMMUNITY DEVELOPMENT Ia BI AI 09603.16 8 6 1 a SHEET TITLE RIGHT OF WAY PLAN s SHEET NUMBER REV: g a 10F 3 1 2 CONSTRUCTION EASEMENT TUKWILA TRANSIT EASEMENT WESTFIELD PARCEL PARCEL A NEA SOJiaCEN'ER LLC BSIP VOL 2GBrl-pD TVKWILA TRANSIT CENTER TEMPORARY CONSTRUCTION EASEMENT �Ie — — ---_—_ — --- N00'16'56"W— — — — — — — - D I P > j/ N O11'38'W\ -- 28 42.73' 1 POS SOUTH AREA POE NE CORNER PARCEL G vWxi N w + 16+00 17+00 N00'11'38"W _ .................... I— 1327.43' r N c ANDOI/ER PARK WEST 3 �� 4 TUKWILA TRANSIT CENTER EASEMENT // \/\ ern CA CI6 \ \/\\ _j 5 TUKWILA TRANSIT CENTER TEMPORARY CONSTRUCTION EASEMENT 505'48'17..ELR; 7 N00'11'38"W\ NORTHN00'11'38'W 5.00' AREA 5.00' I N00'11'38"W 5.00' 18+00 19+00 StD tion=18+73.35 — 6-27'07'37' L _ R=50.00 t�' 34'24'41" L=23.67' \ R-40.00' A-90'29'07" I ` 1=24.02 't l7&96' N00'38'W 408.67' L =]8.9fi /\\\\\\/\/\\ 0= 32 / / \� N89'1 J'49"E .c N00'1IA j/ --fIA '38'W 125.41' \ R86 -50 N00'11" 1'38"W 198.09' rn ^\ m / =50.00' \\� a33'07'23 L=29.69' oIN IN TUK'M LA TRANSIT CENTER A=22'5704' ? <� R40 =231020' 0 raj TEMPORARY CONSTRUCTION EASEMENT R=40.00 J I \ /\\ / \o I f L=16.02' 33AO' /\ I I J QP �4 F0 PARCEL ozz3rooa]s �/I S89'37' l /I 30.00' 30.00' 1, l B I/I I / I---� 10.00' r/Z I —0. I Ile N I/IN I/IW F i/If I/If I\I m a I/I o tr ( I I� l /I I �I I/I I I� f �I I/I L_ NOD' A 1 2 3 4 SUB -CONSULTANT SEAL IBI GROUP CPACE 801 se�Ra AVen�e - s�ile 140D IBISea10e WA9B1041576 USA An Engineering Services Cornpany COPYRIGHT: w anw«^ m.m wv«. w.iw^ GROUP tel 206.521.9091 11255 Kirkland Way, Suite 300 Am•Pwin<o .mob a � �,�„ m ro�^�^^ d^•^<�^«..�� ry•• tax 20s.5219095 Kirkland, WA 98033 ,..w..�eb m,.. em.^.n.,.�<. ,. «. �.ro.ro �er p. 2..... .. 42.82.5043 G,.�.M. a „roam«.I.m •.�.m� �m eb �,«^,a„ «. iN cmuvl«. aiwron « ..mnwm^. NO. DATE APPR DESCRIPTION Civil I Structural I Planning I Survey REVISIONS LEGEND czo CI1 TUKWILA TRANSIT CENTER EASEMENT PARCEL 92024J0010 6 GRAPHIC SCALE 20 0 10 20 40 Dj IN FEET ) I inch = 20 feet wo N } 20+00 21+ n z x N a 250.50' /�\ 2"E/ \,277 01 __-_------------ (RJ/ RIGHT OF WAY TAKE S00'11 36"E- r-/ NKWILA TRANSIT CENTER EASEMENT '�OjygO' S74 NO (OT TUKWILA TRANSIT CENTER -'005"cc ;O TEMPORARY CONSTRUCTION EASEMENT p Z4-0 o5 PAP.CEL 0223100010 RIGHT OF WAY CENTER LINE PROPERTY LINE TRANSIT EASEMENT LINE TEMPORARY EASEMENT LINE SIGNAL EASEMENT LINE CLIENT CITY OF TUKWILA O� N. O 1908 5 PROJECT TITLE TRANSIT CENTER PROJECT NO: TAPW ROW.VSP-9603.DWG DRAWN BY: B. SCHANS CHICO BY: L. MANGIN SCALE: 1"= 20' DATE: February 10, 2012 cl B' i2 007 C E IN F i^ A S 0 6 2012 OMMUNI I Y VELOPMENT 09603.16 6 SHEET TITLE RIGHT OF WAY PLAN SHEET NUMBER REV: 20F3 1 2 3 4 5 6 I I Station=23+27,43 I D 22+00 23+00 24+00 25+00 o N0�'11'3B"W I N00'14'09'W �— � -00 � to o 1327.43' 715.72' J N ANDOVER PARK WEST I RIGHT OF WAY TAKE TUKWILA TRANSIT CENTER EASEMENT \\ S00'911'38"E %%/ /277>j%% C— — — — — —//_ — — — 3 — — — — — — — S00'11'3B"E Y BLti NOGJ 2 PARCEL 022. zp0so zs ao°°oos s GRAPHIC SCALE 20 0 10 20 40 6 r 26+00 — — N00'14'09W — ////// N00'11'38'W/ 89.0� / j � / / 359.68' � / / / N89422 j --- —-------89'42�9 NW COR. LOT 2 /N00'11 38"W jji — �j 37.46' 389.53' A _eia yi I TUKWILA TRANSIT CENTER n/ � TEMPORARY CONSTRUCTION EASEMENT /Hoot a'oe'w _//Jm I ,7R1AL --- 51.90' ANDOVER ITID�� PAZK NJ..I U I U -TRACT 2 PARCEL 0223000020 / ( IN FEET ) / I 1 inch = 20 feet LEGEND Statlon=30+43.15 RIGHT OF WAY CENTER LINE PROPERTY LINE -00 28+00 N0014'09'w 29+00 30+00 — — — — — — — — — — — — TRANSIT EASEMENT LINE > ~ ------— I 71572' ................ 4-- 30+43 — — — — — — — — — — — — TEMPORARY EASEMENT LINE m + SIGNAL EASEMENT LINE a ry �Q Cq a � a32'51'36" R=50.00' — L=28.68' n N00'14'09'W 13019' —� //i/�/////_% j - - um N00'1 a'09"W 86.78' 1 Nj u, u, I L---N00'1409"W—/_/ IIVD�STr1AI a3.sa — ANJv qFJ; ND. 1 TRAC-f A TUKWILA TRANSIT CENTER TEMPORARY CONSTRUCTION EASEMENT 40.00' PARCEL 0223000010 1 2 3 4 SUB -CONSULTANT SEAL CLIENT ,; 6CITY OF TUKWILA Second 801 Avenue -Suite 1400 P E IBI GROUP �J.NtiIA"'�yqs IBISeattle WA 981041576 USA An Engineering Services Company d Zt COPYRIGHT: GROUP t!I 2.521.909111255 Kirkland Way, Suite 300 F ua�epieic �ctiae.�waP..mnr.w 06y w a ae Pox 206.521.9095 Kirkland WA 98033 p. 425.827.2014 1 F. 425.827.5043 ............. ... v..aa.re.,..,:<ama em:remre. c.m„n.m.ma am .aporvima m. as amiereure aw.oramu o� ma peon ...... cmupalmapnm,meeatam raMWn wmMWmanaam am - - - .........................I.................. .............. ma.,ay. abaaawmua NO. OATS APPR li;;E] Civil I Structural I Planning I Survey 1946 iei eiw appavai xmn p,a.asany.nm mmkation. REVISIONS 5 PROJECT TITLE TRANSIT CENTER N89'42'24W N00.140aw J 86.78' D 27- 3 0 0 0 mn � x a� N00'14'08"W RECEIVED AUG 0 6 2012 COMMUNI"fY DEVELOPMENT 09603.16 6 CI BI AI SHEET TITLE RIGHT OF WAY PLAN PROJECT NO: TAPW ROW.V-SP9603.DWG SHEET NUMBER 3 0 F 3 REV. DRAWN BY: B.SCHANS CHK'D BY: L. MANGIN SCALE: 1"= 20' DATE: February 10, 2012 r 1 2 3 NE 1/4 SEC.26 T.23N. RAE. W.M. 4 5 ' y I I X \' ' 57 - -------- , I - 1 l A� v K I _7,= y i I - __ \ - -- __ -- - -. _ _ : C O _ — �i .. I i — � __ —_` __ —. N —_.. -- _ B A a 2 .: . it •.� �, I ... t .,. -, Z r y i I � S ( , 3 1 4 6 CONSTRUCTION NOTES Ot INLET PROTECTION Q NOT USED O NOT USED Q NOT USED C INLET PROTECTION B E /2 -00 7 RECEIVED AUG 0 6 2012 COMMUNITY A DEVELOPMENT P 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 5 6 SUIBCONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE � CITY OF TUKWILA ANDOVER PARK W TESC PLAN Consulting Engineers 7601 F,"h Avenue, Suite 1600 IBI GROUP e, Washington 9206) Avenue Suite 1400 J� q (206)622-5822 Fox (206)622-81J0 (206) 622-8 ..td. A IBI Seattle WA 96704 1576 USA Gl ❑ S11. GROUP S,Q r," 7iia COPYRIGHT. PROJECT NO: 24735.4 SHEETNU.BER REV: DRAWN BY: J. CURTIS ^ tal 206.521.9091 fax 206.521.9095 ''{41J1N ; 4+- - CHK'D BY: L. WIND a 3%Z' O* r'• ' CD 101 lei crwo .I eeore am raenoum. NO. DATE APPR DESCRIPTION-�,•1JG6 < - SCALE: 1"=20' REVISIONS DATE: 2012-XX-XX 2 3 4 5 NE 1/4 SEC.26 T.23N. RAE. W.M. — — — — — — — — — — — — — — — — — — — — — — — — — D - 7 S- F F, I ........... . _j .. . .. . .... - - -------- . . ...... . . ... . ........ ... . ..... . - - - - - - - - - -- -7- J ... . ...... ....... ...... . =77� 4 50&-z;;777::Z�� . ...... —j6mm. V m I B IA 1 SEAL llllllilllff i Consulting Engineers 1601 Fifth Avenue, Suite 1600 — SI N., W—Moigf- 98101-3665 (206) 622-5822 F.. (206) 622-81JO COPYRIGHT 1. GR— 2 .......... . ........... . . ....... . . . . ..... 7-- 1111 GROUP 1 801 Second A-- - S.r. 1400 JBI Seattle WA11104 1116 USA GROUP tel 206,521.9091 9 fax 206,521.9095 REVISIONS 3 DESCRIPTION 4 CLIENT CITY OF TUKWILA 6 CONSTRUCTION NOTES < 1) INLET PROTECTION NOT USED D O NOT USED NOT USED INLET PROTECTION g 12 -007 PRECEIVED AUG 0 6 2012 COMMUNITY DEVELOPMENT 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 5 6 PROJECT TITLE SHEET TITLE ANDOVER PARK W TESC PLAN PROJECT NO 24735A DRAWN BY: J. CURTIS CHILD BY L. WIND SCALE ". = 20' DATE 2012-YX-XX NUMBER SHEET REV: CD102 CI 8 1 AI 7-- 1111 GROUP 1 801 Second A-- - S.r. 1400 JBI Seattle WA11104 1116 USA GROUP tel 206,521.9091 9 fax 206,521.9095 REVISIONS 3 DESCRIPTION 4 CLIENT CITY OF TUKWILA 6 CONSTRUCTION NOTES < 1) INLET PROTECTION NOT USED D O NOT USED NOT USED INLET PROTECTION g 12 -007 PRECEIVED AUG 0 6 2012 COMMUNITY DEVELOPMENT 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 5 6 PROJECT TITLE SHEET TITLE ANDOVER PARK W TESC PLAN PROJECT NO 24735A DRAWN BY: J. CURTIS CHILD BY L. WIND SCALE ". = 20' DATE 2012-YX-XX NUMBER SHEET REV: CD102 CI 8 1 AI t 2 3 1 4 1 5 NE 1/4 SEC.26 T.23N. R.4E. W.M. NE 1/4 SEC.23 T.23N:_RAE W.M. / L N FIM lib CB RIM �['. 46 1t GNC1E 1r..1 F L I ', : � I : x I I2',ONC(N) 20.2 �-_ - (,Af NRI[W4) 41151S F MT t CB PIM 10 UTILITY EASEMENT F. T —LJ II5'DE I E ION'!ONRIM(N2) 4b2.9 UTIU�,50996110 AND [)10H7 NC' IE 12`CONUW" t TIR- C�F{C @ iS-.E F'M T ; �) n<i6'2 It 4. ,2007 190003 DOl/EPARK WE `\ I I _I _ I Ck A55 ,IG-Ft.�M (. ...: PI 1oPLJM 1?"P OTIM 1 I.UM P f I RASS M GPASSii F I 1 � I TI / \ ,p _ .._.__ . up._._._ . = --`7r. Ji _ -Lr `_.,-_,e,___....,.f._! _ _ __ _ __ ue _ .—.__._ _ n - __. _ „ x . a- -- .......__ (— __ BNAS.. CAP 4...:G !m+'1 H 1". IM 24.0U,rl I{AY i" -T (") J...... __. ��SSMII 2."l xm l o CF J_ Y � _ YJ PA+1n ...:T ...:.... .... �....:.............,...-.,,.......,._. ate.-.,_._., T Y� f CE FiIM- 24.52 - I IA 6 CONSTRUCTION NOTES n INLET PROTECTION 0 NOT USED O NOT USED O NOT USED DI 4F _. - - 0 - -- _ 1? ..A. 1 K 1 -Tl J .h, T Jr +- P ._... �":. r = J— T �� ..�v __. C `. f� .....,m, _ -{ l._::`__ -_— ._ P_7 g.Uy __ C 1 _..��r�. t _ - ��..HAS.: _ _ __ 0 R,J "6i _ _ V , I GR-Ss. I l r r II T .---__. .. I SIGN O 1 771 LE. J1[560 I. L 1?CPC4'" � J l � V.A:S ICBIR21 I CFti (C I f.}-- u m 1? CF?EP .�- r y f}' SPA>- a I n CB PIM: 1426 Id r;F'Ei' b kIM 24 47 CE RIM I4 2H..�-} LEGEND ❑® INLET PROTECTION BI E/)--0o% 1AUG 0 6 2012 COMMUNt I Y A DEVELOPMENT 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBGONSULTANT SEAL CLIENT PROJECTTITLE SHEET TITLE Consulting Engineers CITY OF TUKWILA ANDOVER PARK W TESC PLAN 1601 FIRh Avenue, Suite 1600 IBI GROUP Seattle, Washington 9206) 22- ❑ 6011ec A 81041AV 76 US 1400 (206) 622-5622 Fax (206) 622-81J0 IBI Seattle WA 9B1041576 USA COPYRIGHT GROUP YY(,') PROJECT NO: 24735.4 SHEET NUMBER REV: tel 206.521.9091 fax 206.521,9095 Uf DRAWN BY: J. CURTIS poIa k.E#V.I.NEl�±- CD103 CHK'D BV: L WIND MNlaric+tim.PR DESCRIPTION 1906 SCALE: 1"=20' DATE2012-XX-XX 1 2 3 4 5 6 1/ SEC. T 3N. R„4 W . •••f.• E 13 �, z .. E:�,; � � IL 4 _31 I� M � � � _ f L NE 2 & I I1FS FE , I `t, C J 75, 1 . I e u sv i< „st it CONSTRUCTION NOTES T 'I � I _ry �� L /I �H . \ INLET PROTECTION D - r•.I �R l,, l 10 NOT USED ' I - NOT USED — WEST - NOT USED ...._ _....... ` r -1 / --. O •ANDOVERPArArl .__..__.. -- .._. _ ...... - t- a y- - --..1 --- ----- _.. - - -- -- - - - - - - -- - _ ......_ PI . • � r rr _ _ z N I ' m 3 __ In S .^ IF r-1 C114' r ._.. .__ 'i -.. ..._..__i __............... .___ _....__. .._.. ...._ .. _ - ...._._.. ..... .. m A O 3-.. r _ — — jI _ i I al43 I y _ 1 _7 1 LEGEND K ❑® INLET PROTECTION DI CI BI E12-oQ-? AUG0 6 2912 COMMUNITY OEVELOPMERT A A 0 20' 40• 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE � Consulting Engineers CITY OF TUKWILA ANDOVER PARK W TESC PLAN 1601 Fifth Avenue, Suite 1600 1111 GROUP Seattle, Washington 98101-3665 807 Second Avenue -Suite 1400 J��•;uW-`gs (206) 622 5822 Fax (206) 621 81J0 IBI Seattle WA 98104157fi USA 1 O f% 8 COP IGHT GROUP '-:T;�� t� PROJECT NO: 24735.4 SHEET NUMBER REV: tel 2065219091 Tax 206.521.� "�=•+ �. f , 1cOG DRAWN BY: J. CURTIS M 9095 CHK'D BY: L. WIND e crwpk . w.lxmra xeea� vnn mrioem. NO. DATE APPR DESCRIPTION a 1908 B" SCALE: 1" = 20' C D 104 REVISIONS DATE: 2D12-XX-XX NE 1/4 SEC.23 T.23N. RAE. W.M. z 3 a s s 40.00' 1 �,` j I I I CONSTRUCTION NOTES i, J II I N rr. O1 INLET PROTECTION Ra50.00' ` 0m,:70 O NOT USED O ;;• �� I 8O 0 NOT USED T�� NOT USED BM 1078-18.2 I I B 'GOP MON IN CASE LEV.=22.29 m I! FND. 3/4" BRASS II' D I CAP IN CONC. i _ STA. 50.43.15 N/S I 1 r f ST 50+00 E/W m � sD u m S m ss j N � i = I II SSMH 'SMH RIM-23.19 ' IE CL n P !1 I j E CL CHAN 12" I I/ 8" c J If p /S 8' E/W-12.4 I i I STEEL o w� A 12'W w �— _ � SO RIM-23.78 I� CB PoM=22.03 R' IE 12CONC(SWjm15.7 �' n IE 12-GONG{SE)=15.7 LEGEND ry � �I I I I ❑® INLET PROTECTION IB B� 40!2 00? RECEME-17) AUG 0 6 2012 COMMUNITY A DEVELOPMENT A P 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE � Consulting Engineers CITY OF TUKWILA ANDOVER PARK W TESC PLAN 1607 Fifth Avenue, Suite 1600 IBI GROUP Seattle, Washington 98101-3665 BOt Second Suit" 1400 ,�J��-•.K`9S'z. (206) 622-5822 Fax (206) 622-8130 IBI Sea18eWA981G41576USA COPYRIGHT: GROUP G3 PROJECT NO: 24735.4 SHEET NUMBER REV: ,ePoa.�m> W 206.521.9091 fi Q y i —1 y Qore tax 20G.521.9095 DRAWN BY: J. CURTI$ \ CHK'D BY: L. WIND C D 105 lal c,oucro. .ieeo,� .,nnlm�m,a,. `�.. 1906 SCALE �1"=20' ^� NO. DATE APPR DESCRIPTION : REVISIONS DATE: 2012-XX.XX B IA 0 SEAL �i Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, ft hington 98101-3665 (205) 622-5822 Fax (205) 622-8130 COPYRIGHT: ��.nodum a a.unvrr N. ar ww.. oµ eo. �.ur.waa.�.�.w�emomwW I �w 2 2 IBI GROUP 601 Second Avenue - Suite 1400 IBISeaWe WAS81041576USA GROUP 1el 206.521.9091 Tax 206.521.9095 REVISIONS 3 3 DESCRIPTION 4 4 CLIENT CITY OF TUKWILA �rillk �A y 5 6 REMOVAL NOTES Ql REMOVE CANOPY, SUPPORT COLUMNS, AND FOUNDATION TO 3' BELOW GRADE. DISCONNECT AND ABANDON LIGHTING SYSTEM. Q REMOVE CATCH BASIN Q REMOVE TREE ® REMOVE CONC WALL QQ REMOVE BUS SHELTER AND FOUNDATION © REMOVE CONC BLOCK WALL Q REMOVE IRRIGATION CONTROL BOX, PIPES, AND CONDUCTORS ® REMOVE BOLLARD O9 REMOVE MONUMENT CASE & COVER SEE ROAD PLAN 10 REMOVE SIGN LEGEND REMOVE ASPHALT CONC. PAVEMENT REMOVE CEMENT CONC. PAVEMENT REMOVE CEMENT CONC. SIDEWALK J J -/ J / REMOVE CEMENT CONC. CURB/ CURB AND GUTTER e !2 -00? R CEMED AUG 0 6 2012 COMMUNITY DEVELOPMENT 7� n v 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 5 6 PROJECT TITLE SHEET TITLE TRANSIT CENTER SB REMOVAL PLAN PROJECT NO: 24735.3 DRAWN BY: J.CURTIS CHICO BY: L. WIND SCALE: 1- 2a DATE: 2012-XX-J SHEET NUMBER REV. CD106 DI ci BI AI 2 3 4 5 6 REMOVAL NOTES ANDOVER PAR. K WEST Q1 REMOVE CANOPY, SUPPORT COLUMNS, AND FOUNDATION TO 3' BELOW GRADE. DISCONNECT AND ABANDON LIGHTING SYSTEM. ► — —f •a y — — T ` ��__� — 0 REMOVE CATCH BASIN _ _ _._ �T Y REMOVE TREE l ® REMOVE CONC WALL REMOVE BUS SHELTER AND FOUNDATION 1 19+00 - - --- 20+0 011+00.-_ 22+00rz Q REMOVE CONC BLOCK WALL Q REMOVE IRRIGATION CONTROL BOX, PIPES, AND Y t CONDUCTORS o '- --• _. •- — t ------------- - ... -- - --- ' ® REMOVE BOLLARD A, SMONUMENT CASE COVER SEE ROAD PLAN L 9 REMOVE - - - T .......o°— �_ _ .v�ser.vs*s Pas ..r. .::.:::. ..:. ..a.. REMOVE SIGN ,�. —� — ? q .... _ • ° _ a � _ h` s rv/\4 `� ♦ x .. _. --I o _ - ......� ro __ — --III _• - .. LEGEND REMOVE ASPHALT CONC. PAVEMENT V� III I REMOVE CEMENT CONC. PAVEMENT '� II I REMOVE CEMENT CONC. SIDEWALK 1I00 / / / / / REMOVE EONC. CURB/ CURBANDGUTTERRECEIVED 'AUG 0 6 2012 COMMUNITY A DEVELOPMENT A N 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUSCONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE Consulting Engineers CITY OF TUKWILA TRANSIT CENTER NB & BAKER 1601 Fifth Avenue, Suite 1600 IBIGROUP w1�A, H, REMOVAL PLAN Seattle, Washington 98101-3665 BO1 Sewna Avenue-SUim 1400 �J .•""'�'OQs (22 622-5822 Far (206) 622-8130 IBI Seattle WA BB104157fi USA (t. `°•jP� W IGHT: GROUP � AA39:1 �4 G PROJECT NO: 24735.3 SHEET NUMBER REV: 1 Mr �>meo,>e*wev>"a..r wP. 2521.9W Q;t '` )'-1 aA 2W06.521.9095 WN /120 ORANTI BY: J.CURTIS .�...am�♦'°..,,amrowumm.c..,a is - - /�, C.-BV: L-.11 DATE APPR DESCIU1.N SCALE: 1"=20' —RSM Olen Ig xwxAm REVISIONS DATE: 2012-X%-XX 1 2 0 IC 3 4 5 NE 1/4 SEC.26 T.23N. RAE. W.M. e x E f,:n - - ------ 5 A-A']r%/'11Ir—M r)A-r)1Z IA//—[tT I 6 CONSTRUCTION NOTES (NOT USED) REMOVE TREE OO REMOVE STRUCTURE/OBSTRUCTION O REMOVE O REMOVE O RELOCATE z O RELOCATE m O m Ln m m o_ N N RELOCATE LEGEND Jmo CI L I REMOVE ASPHALT CONC. PAVEMENT REMOVE CEMENT CONC. PAVEMENT REMOVE CEMENT CONC. SIDEWALK B MILL ASPHALT CONC. PAVEMENT 2„ J V J ./ J J . REMOVE CEMENT CONC. CURB/ CURB AND GUTTER -SAW- SAW CUT Z12 -ao7 ECEIVRn- 'AUG 0 6 2012 COMMUNI 1 r A DEVELOPMEAAT A 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBLONSULTANT Consulting Engineers SEAL CLIENT CITY OF T_UKWILA PROJECT TITLE ANDOVER PARK W SHEET TITLE REMOVAL PLAN 1601 Fifth Avenue, Suite 1600 Seattle,Washington Fa 9206) 181 GROUP 901 aecond Avenue 1400 (106) 622 5822 Fax (206) 6T2-8IJ0 (2 22— .. US IBI Seattle WA 981041576 USA ❑ (a J S ikO PROJECT NO: 24735A COPYRIGHT. GROUP tel W + '-Q �'1 SHEET NUMBER REV: DRAWN BY: J. CURTIS aone be fax 206.521.9095 11111� 1yi{ Jz0. ( CHK'D BY L. WIND t � C D 121 NO. OATE APPR DESCRIPTION SCALE' ill =20' iei croup lore ai o. waean w�mum. �caP.RicHr n` 908 t�� o mii la caow REVISIONS^ DATE: 2012-XX-XX 1 2 4 5 NE SE 2 6 T 4E. W.M. 41 .A , L S i. 1 _ t II 717 t 2 21 � ',• ' (. X --- -.may4; _ -d2x2i JAluT YMI '( �. r.::.- .. m _ N m c N f C va v. evvvvvv vsava.aa v onaamo vvvvovvv ov vvvv v�r'itio v v vv vv vvv ovvvv vvvvv �.�.r.�.�evv�««vvv�-'«+vv vvvv •vvvova vv vvv vv vvvvv vavvv vv vvv vvvv v�-�w�vo�-vvwvav vvvv v vvvv vvv vvvvav av vv vvvv ovo v,o-eva'-w-v vvvwvassawwpevvew-ese vvvv vvevvvvvvv_ vvavovv vp vvvevv �����` � �.-I "�- , Y�!----'-"-.- ' ___ � - -" "' ��_ W -- -_ _ ... r• ti — -_ - a AND ER PARKWEST 2 _... B A 2 SUB -CONSULTANT SEAL i�iYii� Consulting Engineers 1601 Fifth Avenue, Suite 1600 IBI GROUP Seattle, Washington 98101-3665 801 Second Avenue - Suite 1400 (206) 622-5822 Fax (206) 622-8130 TDT Seattle —Ill 011576 USA COPYRIGHT' GROUP tet 206.5219091 .e vtr vtiv.ovov: ons u,exnrs i..�N,w e. fax 206,521.9095 iei p ie'rM°pslw � w� �� mm.e REVISIONS 3 DESCRIPTION 4 CLIENT CITY OF TUKWILA Otr `l.+ pd '1�111908 CONSTRUCTION NOTES Q1 (NOT USED) (2) REMOVE TREE O REMOVE STRUCTURE/OBSTRUCTION O REMOVE O REMOVE O RELOCATE O RELOCATE O RELOCATE Em C� LEGEND REMOVE ASPHALT CONC. PAVEMENT REMOVE CEMENT CONC. PAVEMENT REMOVE CEMENT CONIC. SIDEWALK B MILL ASPHALT CONIC. PAVEMENT 2" j/ ./ V V J V V . REMOVE CEMENT CONC. CURB/ CURB AND GUTTER —SAW— SAW CUT 9 / ? —OO RECEIVED AUG d 6 2012 COMMUN I I DEVELOPh-ENT ti 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 5 6 PROJECT TITLE SHEET TITLE ANDOVER PARK W REMOVAL PLAN PROJECT NO: 24735.4 DRAWN BY: J. CURTIS CHILD BY: L. WIND SCALE: 1" = 20' DATE: 2012-XX-XX SHEET NUMBER REV: CD122 AI Im I jl i I IA 6 CONSTRUCTION NOTES O1 (NOT USED) 0 REMOVE TREE OO REMOVE STRUCTURE/OBSTRUCTION O REMOVE O REMOVE 3 O RELOCATE z O RELOCATE m O (n m m N 2 m RELOCATE C:7 N A C. --- LEGEND REMOVE ASPHALT CONC. PAVEMENT REMOVE CEMENT CONC. PAVEMENT REMOVE CEMENT CONC. SIDEWALK B MILL ASPHALT CONC. PAVEMENT 2„ REMOVE CEMENT CONC. CURB/ CURB AND GUTTER —SAW- SAW CUT 6/2-Ga7 I`�V C' AUG a 6 2012 commuNify DEVELOPWENT A 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBLONSULTANT Consulting Engineers SEAL CLIENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEET TITLE REMOVAL PLAN 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8I0 IBI GROUP, 8015econtl Avenue -Suite 1400-A;�... IBI Seattle WA 981041576 USA YJ1LA, Or iZv -, �+ PROJECT NO: 24735.4 REV: COPYRIGHT: GROUP tel 206.521.909 rJ . n, SHEET NUMBER DRAWN BY: J. CURTIS a (az 206.521.9095 1 �... N � 5(- CHMD BY: L. W1ND m �;. CD123 NO. DATE APPR DESCRIPTION SCALE: i"=20' iel Grwv al a bbnoum 19061y,: REVISIONS DATE: 2012-XX-XX w 2 3 NE 1/4 SEC. 23 T.23N. RAE. W.M. J Z j D ---- --- --- - - - - - - - - - - - - - ..... .. ... .......... F 7 4 c z to . .... ....... C LN.......... 2 T IA 1 SUB -CONSULTANT ffmoConsulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-81JO COPYRIGHT — P c—RI. SEAL 2 1131 GROUP 601 11-11 Avenue - Elfta 1411 JBIS..W. WA 98104 1576 USA GROUP W 206 521.9091 lax 206 521.9095 3 40. 1 DATE I APPR I DESCRIPTION REVISIONS 4 CLIENT CITY OF TUKWILA 5F 6 CONSTRUCTION NOTES (NOT USED) <2> REMOVE TREE ® REMOVE STRUCTURE/OBSTRUCTION 0 REMOVE 0 REMOVE 0 RELOCATE 0 RELOCATE 0 RELOCATE C I LEGEND I REMOVE ASPHALT CONIC. PAVEMENT REMOVE CEMENT CONC. PAVEMENT REMOVE CEMENT CONC. SIDEWALK B MILL ASPHALT CONIC. PAVEMENT 2" REMOVE CEMENT CONIC. CURB/ CURB AND GUTTER —SAW— SAW CUT 6 /Z - opo IFIECEIVED ox I AUG 0 6 2012 COMMUNiiy DEVELOPMENT A 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 5 6 PROJECT TITLE SHEET TITLE ANDOVER PARK W REMOVAL PLAN PROJECT NO 24735.4 DRAWN BY J. CURTIS CHKD BY: L. VIAND SCALE: ill = 20' DATE: 2012-XX-_YX SHEET NUMBER CD124 REV 1 2 3 4 5 6 NE11/4 SEC.23 T.23N. RAE. W.M. I' CONSTRUCTION NOTES (NOT USED) p REMOVE TREE 46k REMOVE STRUCTURE/OBSTRUCTION I y t O REMOVE .. T f �f1 I- CASE' r (r, FIEv < OREMOVE I � I i 4 0 er s I I RELOCATE srA , a O RELOCATE IA 0 RELOCATE m I N !� f` —2i.IS I IE CL p , l V c'./w.t -.e1l.E 18" SvElL i ,I I W TL k 7- N1 1 .YJ li i LEGEND III I I REMOVE ASPHALT CONC. PAVEMENT REMOVE CEMENT CONC. PAVEMENT B REMOVE CEMENT CONC. SIDEWALK B MILL ASPHALT CONC. PAVEMENT 2„ J J J V J . REMOVE CEMENT CONC. CURB/ CURB AND GUTTER —SAW— SAW CUT c12 -Ga7 RECEIVED AUG 0 6 2012 C MMUNtrr DEVELOPMENT A A O 20' 40' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE a w-(,Onwitln9 Engineers CITY OF TUKWILA ANDOVER PARK W REMOVAL PLAN 1601 Fil Avenue, 50e 1600 IBI GROUP w{LA Seattle, Washington 98101-3665 "1 SecandAvenue-Suite1400 �J�..-••-� W"gS , (206) 622-5822 Fax (206) 622-8130 IBI Seattle WA 98104 1576 USA COPYRIGHT: GROUP O+J ,-3 r PROJECT NO: 24735.4 SHEET NUMBER REV: A^vk Tel 206.521.9091 M wfax 206,521.9095 � m m N.l, � DRAWN 8Y: J. CURTIS CHILD BY: L W1ND C D 125 Sa c a n NO. DATE APPR DESCRIPTION tg08 SCALE: 1"=20' REVISIONS I DATE: 2012-XX-XX I D C B IA 2 3 ADAP TO W GRATE GEOTE 4 1 5 1 6 INLET PROTECTION NOTES: I. INSERT SHALL BE INSTALLED IN ALL OPERATIONAL CATCH BASINS RETRIEVAL STRAP PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT 5 �''• OF A NEW CATCH BASIN. OVERFLOW 2. PERFORM MAINTENANCE IN ACCORDANCE WITH THE CURRENT WSDOT y' . :.. BYPASS FOR •••�'S•••,,, STANDARD SPECIFICATION 8-01.3(15) "',J.� PEAK STORM jrrr Y':: VOLUMES 3. UNLESS OTHERWISE SPECIFIED, WHEN DEPTH OF ACCUMULATED SEDIMENT AND DEBRIS REACHES APPROXIMATELY A�YxF,,•• HEIGHT HT OF DEVICE TTHE D POSITS SHALLLBE REMOVVED. DEBRISORZ . CONTAMINATED SEDIMENT SHALL BE DISPOSED OF IN ACCORDANCE • g ..... WITH WSDOT STANDARD SPECIFICATION 2-01.2. CLEAN SEDIMENTS - MAY BE STABILIZED ON SITE USING APPROVED BEST MANAGEMENT PRACTICES WHEN THE ENGINEER APPROVES. s 4. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 5. THE BGID SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGIO WITHOUT SPILLING THE COLLECTED MATERIALS, SEDIMENT SEDIMENT ACCUMULATION REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING INTO APPROPRIATE DISPOSAL LOCATION, AND REINSERTING IT INTO THE CATCH BASIN. CATCH BASIN INLET PROTECTION rIp1 SCALE: NOT TO SCALE DI cI BI RE ENCL? 'AUG 062012 COMMUM I-Y DEVELOPMENT A 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE a meConsulting Engineers CITY OF TUKWILA ANDOVER PARK W 1601 Fifth Avenue, Suite 7600 IBI GROUP ILA, Seattle, Washln9tnn 98101-3665 801S—nCAvenue -Smte140p �J�W �N•'qs, TESC DETAILS (206) 622 5822 Fax (206) 622 8130 IBI Seattle —Ill 011 Ill USA COPYRIGHT'. GROUP PROJECT NO. 24735.4 SHEET NUMBER REV: tel 206.521.9091 tax 206.5219095 �Ct DRAWN BY: J.CURTIS u.i�• - - - N{'-, g2 CHKD BY: L. WAND CD501 iei wv w.i raenuum. NO. GATE APPR DESCRIPTION +T90B SCALE' AS SHOWN REVISIONS DATE: 2012-XX-XX 2 3 4 5 1 6 ID I DI BI 9 1Z —o0? RECEIVEF-D 'AUG 0 6 2012 A COMMUNs 1 Y DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT o Consulting Engineers SEAL CLIENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEET TITLE 1601 Fifth Avenue, Suite 1600 IBI GROUP IIA, !-u4-..N�Rs REMOVAL DETAILS Seattle, Washington 96101—J665 (206) 622-5822 Fax (206) 622-8130 IBI 801 S—nd Avenue - SuRe 1400 SeaNe WA 981041576 USA ,��� COPYRIGHT: bLi: x•,. (�`]�Q[j� tel 206,52.9091 fax 206521.9096 J ' + 17 � Q "/ iG Wnl r2 - PROJECT NO: 24736.4 SHEET NUMBER REV: DRAWN BY: J.CURTIS as CHK'D BY: L. WIND ..''y CD521 a.:NPenw .wr�lm iei v NO. DATE PPPR DESCRIPTION 190E SCALE' AS SHOWN REVISIONS DATE: 2012-XX-XX ID 10 90 IC I B IA 1 SUBCONSULTANT a= -Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 F.. (206) 622-8130 COPYRIGHT. . .. ...... . w 11,00 1- 12+00 ........... w w -w w 2 IBI GROUP "l Second Avenue ..Us - s"i" 14 0 0 IBI S..W. WA 98104 1576 USA GROUP tat 20 521.9091 fax 206.521,9095 3 10, 1 DATE J —11 1 DESCRIPTION REVISIONS 4 CLIENT CITY OF TUKWILA .14+00 C-) W O ­7 5 PROJECT TITLE ANDOVER PARK W Komi 20 10 6 CONSTRUCTION NOTES (D REMOVE CATCH BASIN REMOVE MANHOLE 03 REMOVE EXIST STORM DRAIN NOT USED (a) NOT USED CONSTRUCT STORM DRAIN PIPE CONSTRUCT SOLID COVER NOT USED gO NOT USED Ip ADJUST RIM TO GRADE GENERAL NOTES 1 E12 -007 R E C E IV FE D AUG C 6 2012 COMMUNITY DEVELOPMENT 0 20' 40' D. NOT FOR CONSTRUCTION 6 SHEET TITLE DRAINAGE PLAN PROJECT NO: 247354 DRAWN BY: J. CURTIS CHKD BY. L. VIAND SCALE: 1" = 20' DATE 2012.XX.YX SHEET NUMBER CG101 [a CI B I AI Im IC IA 1 SU�BCONSULTANT SEAL i�iYfi/ Consulting Engineers 7601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622 5822 Fax (206) 622-81JO COPYRIGHT. xov+�wam. w� +>�.a e..r o•sxw aµw laic ap ,,rv+hew Pm.e�a new. 2 w w �yi I t cc I VAULr,.a- c -- ......... .... ._._ -. .. I I ; 3F + m - _ �. _.._ _ ._... r f 19+00 i� m -....w w -w - w w. w..'. .. �.. w _w. _ IBI GROUP 801 S—d Avenue - Suite 1400 IBI Seattle WA 981041516 USA GROUP tel 2065219091 lax 206.521.9095 REVISIONS 3 DESCRIPTION 4 CLIENT CITY OF TUKWILA �isos, e<s' 5 PROJECTTITLE ANDOVER PARK W 6 CONSTRUCTION NOTES O1 REMOVE CATCH BASIN 2O REMOVE MANHOLE O3 REMOVE EXIST STORM DRAIN ® NOT USED O5 NOT USED © CONSTRUCT STORM DRAIN PIPE Oj CONSTRUCT SOLID COVER ® NOT USED Og NOT USED {p ADJUST RIM TO GRADE GENERAL NOTES 1. �,12 -007 RECENME 4S 0 8 22,%2 commum i DEVELOPMENT V 0 20' 40' D. NOT FOR CONSTRUCTION 6 SHEET TITLE DRAINAGE PLAN PROJECT NO: 24735.4 DRAWN BY: J. CURTIS CHILD BY: L. WIND SCALE: 1" = 20' DATE: 2012-XX-XX AMA i:01„1-4A CG102 REV: DI CI BI AI 2 3 1 4 1 5 NE 1/4 SEC.26 T.23N. RAE. W.M. NE 1/4 SEC.23 T.23N. RAE. W.M. 2 2 I T1 7: 1Z. 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DATE APPIR DESCRIPTION REVISIONS 6 CONSTRUCTION NOTES (D REMOVE CATCH BASIN REMOVE MANHOLE REMOVE EXIST STORM DRAIN NOT USED OS NOT USED CONSTRUCT STORM DRAIN PIPE Oj CONSTRUCT SOLID COVER NOT USED Og NOT USED ip ADJUST RIM TO GRADE GENERAL NOTES 1. DI CI B I s /?_ —00 7 R-11 f7= 61-- E ti I irc?`:�O AUG 01 0 2012 COMMUMTY A DEVELOPMEMT D 20' 40' D. NOT FOR CONSTRUCTION 6 SHEET TITLE DRAINAGE PLAN PROJECT NO: 24735.4 DRAM BY: J. CURTIS CHKD BY: L. VIAND SCALE: 1" = 20' DATE 2012-XX-XX SHEET NUMBER CG103 2 I 3 4 NE 1/4 SEC.23 T.23N. RAE. W.M. D a. . ....... ..... . e. Lr_ -4 . _1 . ..... . ...... . . . .... — — — — — — — — — — — — — -- ------. F_J t� ------- .......... . ...... 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E" DATE DIRSCRIPTI.N! , APPIR , CLIENT CITY OF TUKWILA ILA, L, JOIJ� �� 9S,G 1908 PROJECT TITLE ANDOVER PARK W 6 CONSTRUCTION NOTES REMOVE CATCH BASIN REMOVE MANHOLE REMOVE EXIST STORM DRAIN NOT USED OS NOT USED CONSTRUCT STORM DRAIN PIPE CONSTRUCT SOLID COVER NOT USED Og NOT USED 10 ADJUST RIM TO GRADE If GENERAL NOTES 1. r- 12 —00� R" E 1% �P' E 'pa VENE- D- [a C I B I AUG 68 201' com.mut%liry A DEVELOPMENT 0 20' 40' .D. NOT FOR CONSTRUCTION 6 SHEET TITLE DRAINAGE PLAN PROJECT NO. 24735.4 DRAWN BY. J. CURTIS CHKD BY: L. WIND SCALE: 1" = 20' DATE: 2012-XX-YX SHEET NUMBER I REV CG104 CONSTRUCTION NOTES O1 REMOVE CATCH BASIN Q2 REMOVE MANHOLE Q3 REMOVE EXIST STORM DRAIN ® NOT USED 5O NOT USED © CONSTRUCT STORM DRAIN PIPE O7 CONSTRUCT SOLID COVER ® NOT USED gO NOT USED �p ADJUST RIM TO GRADE GENERAL NOTES DI CI ar -G0? 'AUG' GO 2012 COMPAUNiTY DEVELOPMEiRT A v, 0 20' 40' .D. NOT FOR CONSTRUCTION 1 6 PROJECT NO: 24735A DRAWN BY: J. CURTIS CHCO BY: L. WIND SCALE: Y' = 20' DATE: 2012-XX-XX SHEET TITLE DRAINAGE PLAN SHEET NUMBER REV: CG105 D IC IA 1 2 3 4 5 6 CONSTRUCTION NOTES 0 REMOVE CATCH BASIN O2 REMOVE MANHOLE O3 REMOVE EXIST STORM DRAIN ® ADJUST CATCH BASIN QS NOT USED © NOT USED O7 CONSTRUCT SOLID COVER PER COT STD PLAN DS-04 ® CONSTRUCT CLEANOUT PER COT STD PLAN SS-03 O9 NOT USED 10 NOT USED GENERAL NOTES DI CI BI 02 007 a �` AUG Q ' 2012 COMMUNITY DEVELOPMENT A 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 1 6 SUB -CONSULTANT Consulting Engineers SEAL CLIENT CITY OF TUKWILA PROJECTTITLE TRANSIT CENTER SHEET TITLE NB & BAKER 1601 Fifth Avenue, Suite 1600 Seattle, Washington 96101—J2— IBIGROUP 6016ec Avenue 6u to 1400 AJ qs DRAINAGE PLAN (206) 622 5822 Fax (206) 622-81J0 A Seattle WA 98160 1576 USA KGROUIP WI 2065219091 !� 'O f 1, �` COPYRIGHT .. . .�ry.na PROJECT NO: 24735.3 SHEET NUMBER SHEET REV: DRAWN BY* J.CURTIS e. fax 206521.9095 N 1� �2 - - - CHK'D BV: L. WIND �^ e ° �� CG 107 NO. GATE APPR DESCRIPTION SCALE: 1"=20' B G ed mM n I. -.ate y' p REVISIONS DATE: 2012-XX-XX 1 2 1 3 4 1 5 1 6 D GENERAL NOTES 1.) ALL WORK SHALL CONFORM TO CURRENT EDITIONS OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND CITY OF TUKWILA (COT) INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 2.) ALL TYPE 1 CATCH BASINS SHALL CONFORM TO COT STD PLAN DS-01 AND HAVE THROUGH —CURB INLET CASTING PER COT STD PLAN DS-08. 3.) ALL INLETS SHALL BE MARKED PER COT STD PLAN DS-06. 4.) ALL STORM DRAIN PIPE CONSTRUCTION SHALL BE CONSTRUCTED PER COT STD PLAN DS-148. ALL BACKFILL SHALL BE CRUSHED SURFACING TOP COURSE. 5.) RESTORE PAVEMENT PER COT STD PLAN DS-148. 6.) CURB AND GUTTER AT CATCH BASINS SHALL CONFORM TO COT STO PLAN DS-15. C B CONSTRUCT 6" UNDERDRAIN IN 12"X12" TRENCH GRAVEL BACKFILL FOR DRAINS (TYP) INVERT ELEV . 24" BELOW FINISH GRADE v v CAP END (TYP) 2'-8" — — — — 6" DRAIN PIPE X TREE PIT UNDERDRAIN DI CI BI E C E i VF D AUG 0 6 2012 A COMMUNITY A DEVELOPMENT E/2-007 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SU&CONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEET TITLE DRAINAGE NOTES Consulting Engineers 1601 Fifth Avenue, Suite 1600 IBIGROUP wN�+L. N, AND DETAILS Seattle, Washington 98101-3665 (206) 622-5822 Fa+ (206) 622 81JO 801 SemnE Avenue - Suite 1400 IBI 'So' WA 981041576 USA A,J ""' "..'9s tiv ' '$ •lt O PROJECT NO: 24735.4 COPYRIGHT ^� tl CROUP tel 206.521.9091 fa 206.521.9095 G) { 111N� fF= SHEET NUMBER CG501 REV: DRAWN BY: J.CURTIS - - -* CHK'DBY: L.WIND NO. GATE APPR DESCRIPTION SCALE: AS SHOWN iBi Group e • +ib a oce I ,imam. T9�6 REVISIONS DATE: 2012.XX.XX ID I IA I 1 SUB{ONS�ULTANT Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fox (206) 622-8130 COPYRIGHT: SEAL 2 2 NE 1/4 SEC.26 T.23N. RAE. W.M. 181 GROUP 801 Second Avenue - Suite 1400 IBI Seattle WA 981041576 USA GROUP te1 206.521.9091 faX 206.521.9095 HNUUVLK P,AKK VVtb l 3 DESCRIPTION 4 4 CLIENT CITY OF TUKWILA bAl ' 3 �� Y908 5 a N 5 PROJECT TITLE ANDOVER PARK W Hell 6 CONSTRUCTION NOTES O1 ADJUST VALVE BOX TO GRADE Q2 ADJUST MANHOLE TO GRADE O3 ADJUST ® ADJUST QS ADJUST LEGEND I2 HMA CLASS 1/2 INCH 12" HMA CLASS INCH, PG 64-22, ON 4""ATB LANDSCAPING RECEIVED DI CI BI 6,i2_007 AUG 06 2012 A DEVELOPMENT 0 20• 40' D. NOT FOR CONSTRUCTION 6 SHEET TITLE ROAD PLAN PROJECT NO: 24735A DRAWN BY: J. CURTIS CHK'D BY: L. WIND SCALE: 1" = 20' DATE'. 2012-XX-a CP101 REV: ID C B P41 IA SU&CONSULTANT SEAL filifY Consulting Engineers 7601 Fi th Avenue, Suite 1600 t& GROUP S.o tt/e W shington 98101-3665 801 Second Avenue - Suite 14DO (2(36) 622 5622 Fa+ (206) 622-81JO IBI Seattle WA981041576USA GROUP COPYRIGHT. rsyre .rwo le, c,oelw vum:a�.s.m°�.�mne 26l 206,521.9091 faX 206,521.9095 10. I DATE I APPR I DESCRIPTION REVISIONS CLIENT CITY OF TUKWILA <4 I tis 190E PROJECTTITLE ANDOVER PARK W 6 CONSTRUCTION NOTES ( ADJUST VALVE BOX TO GRADE O2 ADJUST MANHOLE TO GRADE ( ADJUST FRANCHISE UTILITY STRUCTURE ® ADJUST OS ADJUST LEGEND 2" HMA CLASS 1/2 INCH 12" HMA CLASS INCH, PGf 64-22�, ON 4" ATB D DI CI B 15 AUG 062012 COMMUNITY A 10 DEVELOPMENT 7--� r, ili- 0 2040' D. NOT FOR CONSTRUCTION 6 SHEET TITLE ROAD PLAN PROJECT NO 24735A SHEETNUMBER C P 102 REV. DRAWN BY: J. CURTIS BY: L WIND SCAL 1" SCALE: = 20' DATE: 2012-XX-XX 1 2 IN L I 1--3-5 A 10 Ifs Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 STA. 21+73.35, 29.50' L BEGIN TAPER i F P.. F STA. 20+50.68, 0.50' L.' EO+00 21+UD . s NE 1/4 SEC. T26 23N. RAE. W.M. . NE 1/4 SEC.23 T.23N.RAE. W.M. STA. 22+73.35, 25.15' L run rIIRR ANn rIIT1rl7, Q R ` 2STA. 21+¢9.20, 0.50'> L �0 K SEAL 1& CROUP 801 Second Avenue . Suite 1400 IBI S..Me WA 98104 1576 USA GROUP tel 206.521.9091 fax 206.521.9095 10. I DATE I -PR I DESCRIPTION REVISIONS 6 CONSTRUCTION NOTES O1 ADJUST VALVE BOX TO GRADE Q2 ADJUST MANHOLE TO GRADE Q3 ADJUST ® ADJUST O5 ADJUST DI m . m N ao x • O .. _ U U _..— U ..— U_ _UDI. C E. F— CLIENT CITY OF TUKWILA ILA, /y 1908 PROJECT TITLE ANDOVER PARK W BI LEGEND I I2" HMA CLASS 1/2 INCH 12" HMA CLASS INCH, PG 64-2�2II, ON 4"ATB AUG 062012 2,� � 0 % -DERLOPiJ ba- A 0 20' 40' D. NOT FOR CONSTRUCTION 6 SHEET TITLE ROAD PLAN PROJECT NO 24735 4 DRAWN BY: J. CURTIS CHWD BY: L WIND SCALE: 1" = 20' DATE: 2012-XX-XX SHEET NUMBER CP103 REV: l n C B A 1 2 3 4 5 NE 1/4 SEC.23 T. 3N. RAE. W.M. ,9 I - - - _ -- --- .. _ . 777- -- ----F (7 z - m 2 y _ = .} .' , 25+: :: '" , .: ,-6+00:' ', .. .. :. 7: 0 STA..2T+4168, 5.63'.R ,. 28+00 . 29+00777 N m v1 R=3.0' ti ^ v I ^ .o AP STA, 2T+00.02. 7.00' R STA. 27+49.38, 35.06 R: - TAPER £END ND CURB AND GUTTER: w .P,,,. �•., .��-, ._.� ., ,.. .tie MATCH EiOST N a. =-. — — — — — — — — - _... -- - STA. 27+00.00, ' .....� ... .1 , ' BEGIN TAPER ' STA. 26+50.00 24' DRIVEWAY ANDOVER PARK WEST _- SECTION D SECTION E. PA STA. 27+80.00 35 120' VC PN EL=24;70 35 _. X=72.67 . 140' VC o p PN STA. 25+80.00 K=126.61 0 n o PN EL=23.5030 ... ... ...... N _0.+.. 30 Q N �O PGL 25 01827 5% 0.65.04 25d_ 0.90% —_... O% ' -060%0.45% 70.57% 0.707, o . FCOWLINE EGL 20 PROFILE RT 20 N 15 ..._ awIt .._.. __...... d W 15 10 _ ._ 10 - -- --- — — --- — -- -- - - - - -- ti � � a `t v ry a. M M MM n M - N'i M - ry r•i - �' rT � a � c - d; a : .. � � �.: �, a t t - "'T n r'J „') �o 25+00 26+00 27+00 28+00 29+00 0 SEAL rWi Consulting Engineers 1601 Fifth Avenue, Suite 1600 Se.t tie, Washington 98101-3665 (206) 622-5822 Fax (206) 622-81JO COPYRIGHT' 2 181 GROUP 801 Second Avenue - Suite 1400 IBI Seattle WA 98104 1576 USA GROUP tel 206521,9091 felt 206.521.9095 3 DESCRIPTION 4 CLIENT CITY OF TUKWILA k a WSs as Io lgp6 5 PROJECT TITLE ANDOVER PARK W 6 CONSTRUCTION NOTES ( ADJUST VALVE BOX TO GRADE O ADJUST MANHOLE TO GRADE Q3 ADJUST ® ADJUST O5 ADJUST RECEIVED AUG 062012 LEGEND DEVELOPMENT 2" HMA CLASS 1/2 INCH 12" HMA CLASS INCH, PG 64-22, ON 4"" ATB LANDSCAPING E12-p07 0 20' 40' D. NOT FOR CONSTRUCTION 6 SHEET TITLE ROAD PLAN PROJECT NO: 24735A DRAWN BY: S CURTIS CHKD BY: L. WIND SCALE: 1" = 20' DATE: 2012-XX-XX SHEET NUMBER REV: CP104 DI CI BI AI 2 I a I C B A NE, 1/4 SEC.23 T.23N I l '_1 :.2: 23 3 4 4 5 5 V CONSTRUCTION NOTES Q1 ADJUST VALVE BOX TO GRADE 02 ADJUST MANHOLE TO GRADE O3 ADJUST ® ADJUST OS ADJUST LEGEND u!u 2" HMA CLASS 1 /2 INCH 12" HMA CLASS INCH, PG 64-22, ON 4"ATB LANDSCAPING RECEIVED D C B �l2-007 Q 6 2012 A LOP C 20' 40' .D. NOT FOR CONSTRUCTION 6 SDBCONSDLTANT SEAL CLIENT PROJECT TITLE SHEET TITLE CITY OF TUKWILA ANDOVER PARK W ROAD PLAN Consulting Engineers 1601 Fifth Avenue, Suite 7600 Seattle, Washington 98101-3665 (206) 622-5822 Fox (206) 622-8130 I81 GROUP 801 Sewntl Avenue - sulfa 1400 IBI Seattle WA 981041576 USA+sti GROUP GROUP v'rx�' .tZ ( "'� W COPYRIGHT PROJECT NO: 24735.4 SHEET NUMBER REV: tel 206.521.9095 TO%206.521.9095 Q y ��� q�31?L �'T1'� O� ✓���. DRAWN BY: J. CURTIS - - - CHK'DBV: L-ND 4`IL ;'Z� CP105 NO. DATE APPR DESCRIPTION SCALE: ISIGwp aeon pu. rencum 1906 4X�a REVISIONS DATE: 2012-XX-%X WIN 1 1 2 3 1 4 w v:® I a STA 15+34 35, 55,5 LT CENTER,;OF COLUMN I -I n dF 5 6 CONSTRUCTION NOTES 1Q CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF TUKWILA STD PLAN RS—OSA. Q2 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER WSDOT „j Q3 CONSTRUCT CEMENT CONCRETE CURB TYPE I PERPENDICULAR A PER WSOOT STD PLAN F-40.15-01 CONSTRUCT MONUMENT CASE AND COVER PER COT STD PLAN RS-07 DI CI 6 /2 -pG? A COMMUNITY A DEVELOPMENT ti 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECT TITLE TRANSIT CENTER SHEET TITLE SB ROAD PLAN Consulting Engineers 1601 Fs h Avenue, Suite 1600 IBI GROUP t%Y,�N11LA yy , Se ttl Washington 98101-3665 (206) 622 5822 Fax (206) 622-8130 BOtSecondAvenue-Suiie1a00 IBI Seattle WA 981041576 USA GROUP to 206.521 9091 fax 206.5219095 'elt _ 9g\ .1 V. GiK : Q i,,, ' 1 a%t}11 SjU.y:'.L: )0�7 5 COPYRIGHT • ^s �tl •• PROJECT NO. 24735.3 SHEET NUMBER REV: DRAWN BY: J.CURTIS CHKBY: L. WIND 2 `�+ ? C P 106 NO. GATE APPR DESCRIPTION SCALE: 1"=20' SCALE ieicavlw. .i r•m�e�. ]9 REVISIONS DATE: 2012-XX-XX 2 26+joo 12 51 / 7IL- 3 4 5 6 I t1l j WEST . . . ..... . CONSTRUCTION NOTES CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER —4 CITY OF TUKWILA STD PLAN RS-08A. D 7-- 7 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER =2 WSDOT . ..... CONSTRUCT CEMENT CONCRETE CURB TYPE 0-- PERPENDICULAR A PER WSDOT STD PLAN F-40.15-01 +.op -!2.ss— 22 00 CONSTRUCT MONUMENT CASE AND COVER PER COT STD PLAN RS-07 7 t -�44 YK )XI C ✓ T 77, 4 STk-21+6 51 5'Rf' m Ze % --- --- - iA 3: -4- LEGEND .1 12" CEMENT CONCRETE PAVEMENT 7 B 4" CEMENT CONCRETE SIDEWALK B 12" HMA CL. 1/2 IN. PG 64-22 :j 3" HMA CL. 1/2 IN. PG 64-22 OVER 4" CSTC 00 t RECEMED iU10 06 20121 COMMUNITY A DEVELOPMENT A 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECTTITLE SHEET TITLE ffmoConsulting Engineers CITY OF TUKWILA TRANSIT CENTER NB & BAKER 7601 Fifth Avenue, Suite 1600 IBI GROUP ROAD PLAN (206) 622-5822 Fax (206) 622-81.30 S-11. — 981041576 USA Seattle, W.Shinqt- 98101-3665 80 Second Avenue Suite 1400 Otc zv, IBI COPYRIGHT GROUP tel 206,521.9091om, PROJECT NO: 24735.3 SHEET NUMBER El '===0 fax 2176S21.9095 DRAWN BY J.CURTIS y GHWO BY L. WIND P� E-IRI DESCRIPTION CP107 REVISIONS �;, �96 SCALE: 1" = 20' I I DATE: 2012-YX-YX e ID 9 I.) V,)72 . 6 `.. 10+00 Cn C 2 3 4 5 NE 1/4 SEC.26 T.23N. RAE. W.M. 6 STRIPING & SYMBOL LEGEND `' ? Ot SINGLE BROKEN WHITE RPM, PER COT STD PLAN IRS-13 D 20 SINGLE SOLID WHITE RPM, PER f' I COT STD PLAN RS-13 ( ==�— ---I- Q3 SINGLE SOLID YELLOW RPM, PER -�..........COT STD PLAN RS-13 T'/ DOUBLE SOLID YELLOW RPM, PER + "" - n COT STD PLAN IRS-13 w � x _ z OS NOT USED -- 9 10 3 � r•, © PLASTIC CROSSWALK LINE, PER is+oo - Ln COT STD PLAN RS-19 - = (D PLASTIC STOP LINE 8 PAINTED WIDE LINE, YELLOW _..--- L_........ - 4 L..._... _... 3 ....-..... O o Q9 PRECAST DUAL FACED SLOPED _ _o MOUNTABLE 12" WIDE CURB, PER _- 10 WSDOT STD PLAN F-10.64-02 C R3-5R RIGHT TURN ONLY SIGNING LEGEND B PROPOSED SIGN NUMBER B X-X SEE SIGN SCHEDULE EXISTING SIGN TO BE REMOVED R-X SEE SIGN SCHEDULE (NEW LOCATION) f SEE SIGN SCHEDULE Lam` ,`(EXISTING LOCATION) SEE SIGN SCHEDULE f?'o�G np���-ram J _ sf CEO � E1 AUG 0 6 2012 COMMUNITY A DEVELOPMENT A 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUfi ONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE f�1- Consulting Engineers CITY OF TUKWILA ANDOVER PARK W CHANNELIZATION 1601 FiHh Avenue, Suite 7600 IBIGROUP ro. w & SIGNAGE PLAN Seattle, Washington 98101-3665 801 Second Avenue -Suite 1400qy(206) 622 5822 Fa (206) 622-8130 IBISeattle WA 981041576 USAGROUP ..l ,'✓. } G% SHEET NUMSER REV: COPYRIGHT n tel 206.521.9091 Q 1 j `i PROJECT NO: 24735.4 e.°tl ne fax 206.521.9095 1.Sn IP ty U1 ''t DRAWN BY: J. CURTIS 'fifi k� CHK'D BY: L. WIND C P 121 ie.cwp a re «ae Nenmm. NO. GATE APPR DESCRIPTION ` l-tw 9Q$ SCALE: 1"=20' REVISIONS .. DATE: 2012-M-M i Ir - - n 2 z � w m _ 3 m — — 2 m G r + Lp N _ 9 10 4 5 6 1 1 STRIPING & SYMBOL LEGEND SINGLE BROKEN WHITE RPM, PER COT STD PLAN RS-13 D < { O2 SINGLE SOLID WHITE RPM, PER — i COT STD PLAN RS-13 — — -- 3O SINGLE SOLID YELLOW RPM, PER 77 COT STD PLAN RS-13 anu 6 !C n ® DOUBLE SOLID YELLOW RPM, PER l 1 � COT STD PLAN RS-13 6 6 z NOT USED � m _ - © PLASTIC CROSSWALK LINE, PER 19+0 m COT STD PLAN RS-19 = O7 NOT USED w r1 j O8 NOT USED 90 PAINTED WIDE LINE, YELLOW N (N == 10 PRECAST DUAL FACED SLOPED C MOUNTABLE 12" WIDE CURB, PER — _ — WSDOT STD PLAN F-10.64-02 � F \1 t ----N O ., 4, SIGNING LEGEND B X_X PROPOSED SIGN NUMBER B SEE SIGN SCHEDULE EXISTING SIGN TO BE REMOVED R-X SEE SIGN SCHEDULE (NEW LOCATION) SEE SIGN SCHEDULE ~(EXISTING LOCATION) SEE SIGN SCHEDULE cS/ 2067 RIMS E— A COMMUNo7V A DEVELOPMENT v 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUS -CONSULTANT Consulting Engineers SEAL CLIENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEET TITLE CHANNELIZATION 1601 Fifth Avenue, Suite i600 Seattle, Washington 96,0,—J2— JO (206) 622-5822 fax (206) 6T2-81 J0 IBIGRDBP IBI Seattle WA 9B7041576 USA ❑ 6015econd Ave41171 te1400 J� q & SIGNAGE PLAN PROJECT NO: 24735.4 COPYRIGHT ., �.. beleex GROUP ,el 206 521 9091 tax 206.521.9095 G% qd 1 "1 Lp� C�.�,�20 SHEET NUMBER REV: DRAWN BY: J. CURTIS CHILD BY: L WIND v C P 122 NO. OAT. APPR DESCRIPTION SCALE: 1" = 20' :a arwo o a . Y9O0 REVISIONS DATE: 2012-XX-XX .4 C 2 3 1 4 1 5 1 NE 1/4 SEC.26 T.23N. RAE. W.M. NE 1/4 SEC.23 T.23N. RAE. W.M. ll -- I LIMITED SIGHT 2DISTANCE 4 CUSTOM "WARN BUS PRESENT" I ' = (12"x9"- _BLK ON .YEL) v � I _. I 6 '2%aIaIIIfW:�Iv1A1:Zi1IS ff Fra ITI O1 SINGLE BROKEN WHITE RPM, PER COT STD PLAN RS-13 D O2 SINGLE SOLID WHITE RPM, PER COT STD PLAN RS-13 O3 SINGLE SOLID YELLOW RPM, PER COT STD PLAN RS-13 ® DOUBLE SOLID YELLOW RPM, PER COT STD PLAN RS-13 z O5 NOT USED © PLASTIC CROSSWALK LINE, PER m COT STD PLAN RS-19 m = 7O NOT USED m 8O NOT USED N Q9 PAINTED WIDE LINE, YELLOW A 10 PRECAST DUAL FACED SLOPED C MOUNTABLE 12" WIDE CURB, PER WSDOT STD PLAN F-10.64-02 SIGNING LEGEND B PROPOSED SIGN NUMBER B X—X SEE SIGN SCHEDULE EXISTING SIGN TO BE REMOVED R—X SEE SIGN SCHEDULE (NEW LOCATION) f SEE SIGN SCHEDULE LJ� (EXISTING LOCATION) SEE SIGN SCHEDULE i2 - 0 0 ? EC Pwr-Lj AUG 0 0 2012 A A COMMUNITY �DEVELC, MEN% 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE o Consulting Engineers CITY OF TUKWILA ANDOVER PARK W CHANNELIZATION 1601 Fifth Avenue. Suite 1600 IBI cRouR �vvi!a figs & SIGNAGE PLAN Seattle, Washington 95101-3665 801 Second Avenue - Suite 1400 / (206) 622-5822 Far (206) 622-8130 IBI Seattle WA 981041576 USA ,r y { COPYRIGHT JBI O r,Y �.�G PROJECT NO: 24735.4 GROUP ''r SHEET NUMBER REV- M,,, tal206.521.9091 rA4 wv mnp ,pry �� fax 206,521.9095 DRAWN BY: J. CURTIS maw,: p, m.pn.w iai Lt ' CHK'D BY: L. WIND CP123 GATE APPR DESCRIPTION 1806 � SCALE: 1" = 20' REVISIONS DATE: 2012-MOO T 1 2 J I_ N3 m x m m � - C 4 5 NE 1 4 SEC.23 T.213N. R.4E. 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NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBLONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE Consulting Engineers CITY OF TUKWILA ANDOVER PARK W CHANNELIZATION 1601 Fifth Avenue, Suite 1600 IBI GRUMP �vJ1LA. & SIGNAGE PLAN (2 ) Washington 98101— 22-8 ❑ 801 Second Avenue - I US 1400 (206) 622 5822 Fax (106) 622-8130 IBI Seattle WA 981041576 USA COPYRIGHT: GROUP PROJECT NO: 24735.4 SHEET NUMBER REV'. tel 2065219091 °s a op fax 206.521.9095 y1� -yZO DRAWN BY: J. CURTIS CHK'DBY: LWND DATE CP124 e c,wp eiee �'aNW mm „dioum. NO. APPR DESCRIPTION 19Gg SCALE: 1"=20' p aia aaauP REVISIONS DATE: 2012-XX-XX 1 NE 1/4 SEC.23 T.23N. RAE. W.M. !' I I 2 3 Y r % F� f�1 I ' r I !!! II z 10 9 1^ �. 130+00 30+43 m 7 f 6 JP 12^K, C ' 8 J. �._... I � I I , I, 4 5 1 6 STRIPING & SYMBOL LEGEND O1 SINGLE BROKEN WHITE RPM, PER COT STD PLAN RS-13 D O2 SINGLE SOLID WHITE RPM, PER COT STD PLAN RS-13 30 SINGLE SOLID YELLOW RPM, PER COT STD PLAN RS-13 ® DOUBLE SOLID YELLOW RPM, PER COT STD PLAN RS-13 5O NOT USED © PLASTIC CROSSWALK LINE, PER COT STD PLAN RS-19 O7 NOT USED Q8 NOT USED O9 PAINTED WIDE LINE, YELLOW 10 PRECAST DUAL FACED SLOPED C MOUNTABLE 12" WIDE CURB, PER WSDOT STD PLAN F-10.64-02 SIGNING LEGEND PROPOSED SIGN NUMBER B X—X SEE SIGN SCHEDULE R—X EXISTING SIGN TO BE REMOVED SEE SIGN SCHEDULE (NEW LOCATION) SEE SIGN SCHEDULE `(EXISTING LOCATION) SEE SIGN SCHEDULE L l2 --o o ? REC EIV A A COMMUNiTY 7----DEVEL MEND -- V 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECTTITLE SHEET TITLE ffm-Consutting Engineers CITY OF TUKWILA ANDOVER PARK W CHANNELIZATION S-t FIHb Avenue, Suite —36 I� cRar wit-%+ & SIGNAGE PLAN Seattle, Washington 96101—J665 801 Second Avenue Sure 1400 J� q (206) 622 5622 Fax (206) 622-81J0 IBI Seattle WA 38104 1576 USA COPYRIGHT p� 6r :' `' PROJECT NO: 24735.4 (�`]tQ[Jp r Q 1 SHEET NUMBER REV: tel zosszl sosl '¢w fax 203.521.9095 DRAWN BY: J. CURTIS CHILD BY: L. WIND C P 125 laic p .wm..iwa. NO. DATE APPR DESCRIPTION i9�B SCALE: V=20' REVISIONS DATE: 2012-XX-XX 1 2 1 3 1 4 1 5 1 6 IC R/W R/W I VARIES 11 11 it' VARIES I 10' TYP I 10' TYP PROFILE PT � _ I L L--------------------------------------- - - - - -- J 2" HMA CL 1/2 INCH, PG 64-22 SECTION -A R/W I 23' 9' 1 23' I 2, 0'! 7.0' CEMENT CONCRETE TRAFFIC CURB PROFILE PT ?� ------ �------_--- i B L"------------ ----- `----------------- 1-------------- TOPSOIL TYPE A 2' HMA CL 1/2 INCH, 10" HMA CL 1/2 INCH, LT PG 64-22 PG 64-22 PROFILE PT FILE T 4" ATB SECTION-B COMPACTED - SUBGRADE CI R/W I 9.0' 0. 5' 5' 2% 4.1 MPx VARIES 4.7 ,yqk B yy' 2" CSTC 4" CEMENT RT FLOWLINE CONCRETE i SIDEWALK PROFILE PT CEMENT CONCRETE TRAFFIC CURB & GUTTER � 2 -aa7 AUG 0 6 2012 s 2.s D s 10 COMMUNITY A DEVELOPMENT SCALE IN FEET HORZ. 2 1 0 2 4 SCALE IN FEET VERT. 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBLONSULTANT SEAL CLIENT PROJECT TIRE SHEET TITLE ffmoConsu/tiny Engineers CITY OF TUKWILA ANDOVER PARK W 1601 Fifth Avenue, Suite 1600 IBIGROUP ,tiw�, �, TYPICAL SECTIONS Se tt/ W shington (206) 22— ❑ 801 Second Avenue 1116Suite1400 hJf:'JW ..qS1. (206) 622 5822 Fax (206) 622-81J0 IBI Seattle WA 981041576 USA ppf� t `N' % ' COPYRIGHT: - GROUP . PROJECT NO: 24735.4 SHEET NUMBER REV: Let 206,521 9091 fax , � I ^`x' t -� coprnwNr �e,^a e. 206.521.9095 DRAWN BY J.CURTIS M.- - FN�t ✓'11f2 CHK'DBY: L.WINO CP301 iw p . rw.iew r wan laenoum NO. OATE APPR DESCRIPTION 1908 SCALE: AS SHOWN REVISIONS DATE: 2012-XX-XX 1 2 1 3 1 4 1 5 1 6 ID I DI R/W I R/W 23' 1 9' 1 23' 5.3' 1.0' 6.5' 2.5' 5.0' , CEMENT CONCRETE PROFILE PT TRAFFIC CURB ------ }, VARIES,¢ 3 ---- 3 v --- ---------� - LT FLOWLINE --`------ `------------ J PROFILE PT ��� ? �1.:;..:;: -- ------------------ 10 HMA CL 1/2 INCH, 2" HMA CL 1/2 INCH, - ------------ CEMENT CONCRETE O PG 64-22 4" ATB PG 64-22 10" HMA CL 1/2 INCH, RT FLOWLINE C TRAFFIC CURB & GUTTER` TOPSOIL TYPE A PG 64-22 PROFILE PT 4" ATB COMPACTED SUBGRADE SECTION-C R/W R/W B I 23' 9' 1 23' 9.0' I 0.5' B 2.0' 7.0' S' 4.0' S' MIN PROFILE PT LANDSCAPE SIDEWALK a________ ARIES ----- I I 4.1 MqX L { _—__------ �_________ L----- ___�__- 2" CSTC CONCRETE T 2" HMA CL 1/2 INCH, TOPSOIL TYPE A 10" HMA CL 1/2 INCH, S` ;?/T` SEE LANDSCAPE SIDEWALK PG 64-22 PG 64-22 4" ATB � PLANS COMPACTED RT FLOWLINE �Z o0T SECTION-D SUBGRADE PROFILE PT AUG 062012 A s 2.5 o s 1° COMMUN;TY A SCALE IN FEET HORZ. DEVELOPMENT 2 1 D 2 4 SCALE IN FEET VERT. 1 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB.CONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE Consulting Engineers CITY OF TUKWILA ANDOVER PARK W 1601 Fifth A—e, Suite 1600 IBIGROUP wILA, H . TYPICAL SECTIONS Seattle, Washington 98101-3665 80t Second Avenue - Suite 1400 /��i]�.•", `+: �'qfl (206) 622-5822 Fax (206) 622-8130 IBI Seattle WA981041576 USA COPYRIGHT: GROG PROJECT NO: 24735.4 a 206.521.9091 Q! Fya t"I SHEET NUMBER REV: 1 206.521.9095 �l)"'�2 DRAWN BY: J.CURTIS u.im - - - ;`+. '*•.-P,; CHILD BY: L.WIND CP302 iei p ai o,e oc.e m lae„oom. NO. .ATE APPR DESCRIPTION . r908 SCALE: AS SHOWN REVISIONS DATE: 2012-XX-XX 1 2 3 4 5 6 ID SIDEWALK 12' 2' 24.5' 24.5' 2' 12' SIDEWALK VARIES VARIES INTEGRAL I INTEGRAL 27 GUTTER �i 3 L GUTTER 27 _-----2-7—T �_2%----- 2" CSTC --------— — — — — — — — 2" CSTC 4" CEMENT CONCRETE 2" HMA CL 1/2 INCH, PG 64-22 2" HMA CL 1 2 INCH, PG 64-22 a� """"" ""' ' ""............4' CEMENT CONCRETE SIDEWALK '--ti.`�'' SIDEWALK 10' HMA CLASS 10' HMA CLASS 4" CSTC 1/2 INCH, PG 64-22 1/2 INCH, PG 64-22 J 4" CSTC 12" CEMENT CONCRETE COMPACTED COMPACTED 12 CEMENT CONCRETE PAVEMENT SUBGRADE SUBGRADE PAVEMENT TYPICAL SECTION (SB) TYPICAL SECTION (NB) SCALE:HORZ. SCALE: 1" = 5' HORZ. SCALE: 1" = 2' VERT. SCALE: 1' = 2' VERT. I DI c1 BI RECMIV ED A AUG 0 6 2012 A COMMUNITY DEVELONAZENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT Il SEAL CLIENT CITY OF TUKWILA PROJECT TITLE TRANSIT CENTER SHEET TITLE NB & SB Consulting Engineers 1601 Fifth A—e, Suite 1600 I6IGROUP �1,wILA, TYPICAL SECTIONS Seattle, Washington 98101-3665 622-5822 Fax 801 Second Avenue - Suite 1400 Seattle WA 9810C USA J '•" ... q a (206) (206) 622-81J0 KGM 1576 (� O� �2 COPYRIGHT: .m mpoaam,ma�wemm.w..w., w. tet 206.521.9091 lad 206.521.9095 .G:. - 4i Q �,-", '..) 11 N'. :,. PROJECT NO: 24735.3 SHEET NUMBER REV: DRAWN BY: J.CURTIS .wo,�o'�i.eeimmp�... ram=ers:mu.m •^.. N.m,mam..m.,..m.�mw,. m,wps „ala - - - - •�ti. -f, CHK'D BY: L. WIND CP303 mi&r»ao�iw v'wmni exwe pouea.q van ne��. NO. DATE APPR DESCRIPTION ]90B SCALE : A$$HOVVN REVISIONS DATE: 2012-XX-XX 1 2 3 1 4 5 6 ID IC I 8' 8' 8' SEE LANDSCAPING PLANS FOR OAVER DETAILS - I < r V X SIDEWALK PLANTER AND PAVER LAYOUT SCALE: 1" = 4' DI 711: 4 51" 2 13" 4 R_Y2„ R-1' 6" C s � 2" HMA CLASS 1 /2 INCH #4 REBAR STIRRUP 18" LONG, 36" O.C. 4" MIN. �I �I <I 1¢i1 EXIST ASPHALT PAVEMENT I L 74„ CEMENT CONC. TRAFFIC CURB DETAIL X S 12 -0o7 RECEIVED AUG 0 6 2012 A A COMMON --r DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT ffmoConwIting SEAL CLIENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEET TITLE Engineers 1601 Fifth Avenue. Saito 1600 IBIGROUP PAVING DETAILS Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-81J0 80's'-"Avenue-Suite1400 IBI Seattle WA 981041576 USA rgpjJp tel 2065219091 ,�Jy.••"w., 9s !� � � "�• O �, rV�4'\Z. �'Qf'` :[7 �/; i•,t coPYRIDHT: n� PROJECT NO: 24735.4 SHEETNUMBER REV: DRAWN BY: J.CURTIS +saw f fax 206.521.9095 F=,. WN`•'� S .� f CP501 CHK'DBY: L WIND NO. DATE APPR DESCRIPTION SCALE: ASSHOWN iei o • w•i o r<enorm w✓ �908 REVISIONS DATE: 2012-XX-XX 2 3 4 5 6 ID IC I TRAFFIC ARROW SCHEDULE STATION TYPE XX+XX XSL XX+XX XSL SIGN SIZE SIGN NUMBER SIGN CODE I DESCRIPTION EXISTING LOCATION NEW LOCATION POSTS REMARKS x r 1 Sta XX-XX,XXRT SIa10(+)D()XRT 24' it 2's 2' REMOVE EXISTING SIGN AND POST AND REPLACE WITH NEW 2 Sta XX+XK,)0(LT SIa )X+JOC Xx LT 30' 30, 2'x2' NEW SIGN AND POST DI CI BI cc,/2 -e)d� A AUG 0 6 2012 A TRAFFIC ARROW SCHEDULE X SIGNING SCHEDULE X SCALE: V = 1' SCALE: 1"= 1' COMMUNITY DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SU&CONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEET TITLE CHANNELIZATION Consulting Engineers 1601 Fifth Avenue, Suite 7600 IBI GROUP wwlLa, N, & SIGNAGE DETAILS Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 IBI 8015econd Avenue - Suite 1400 SeaUIe WA 981041576 USA ,r,Jr• '4S !� {'3`N 'f�+ Q` `T'�M PROJECT NO: 24735A COPYRIGHT: GROUP Q1 i'HM _ SHEET NUMBER REV: eJ�,vym.v erwn dI 206.521.9091 fax 206.521.9095 W 1 f" t• 2 DRAWN BY: J.CURTIS w,mm..m e. W la lel crwplaa °�smp as..ys wee. sw„we 190E CHILD BY: CP520 NO. DATE APPR DESCRIPTION ASVAND SHO SCALE: AS SHOWN REVISIONS DATE: 2012-XX-XX 2 C B A 3 NE 1/4 SEC.26 T.23N. RAE. W.M. 4 5 6 CONSTRUCTION NOTES (D REMOVE VALVE AND VALVE BOX O REMOVE HYDRANT ASSEMBLY O RECONNECT HYDRANT ASSEMBLY ® NOT USED O NOT USED © CONSTRUCT 1" SERVICE CONNECTION s Q7 CONSTRUCT 2" SERVICE CONNECTION _ z ® m CONSTRUCT HYDRANT ASSEMBLY O9 NOT USED m 10 NOT USED m 11 RELOCATE BACKFLOW PREVENTER c� ASSEMBLY AND BOX 0 12 N NOT USED 13 NOT USED COORDINATION NOTES O1 CONTRACTOR SHALL POTHOLE 35 CONNECTION POINT OF EXISTING WATER MAIN BEFORE BEGINNING CONSTRUCTION TO CONFIRM DEPTH 25 4� 12 -0e)2 20 pr. �L-1Vr-_Ly AUG 0 6 2012 COMMUNMY DEVELOPMENT 10 0 20' 40' .D. NOT FOR CONSTRUCTION 6 7 CI BI AI SUBCONSULTANT Consulting Engineers SEAL CLIENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEET TITLE WATER PLAN 1601 Fifth A—e, Suite 1600 Seattle, Washington 98107-3665 IBI GROUP Sm Second Avenue -Suite 1400 ^ J��tLA, SZ (205) 622-5822 Fax (206) 622-8130 IBI Seattle WA 98104 1576 USA GROUP O� ;.. r'v 1 , :Q°�`J COPYRIGHT PROJECT NO: 24735.4 SHEET NUMBER REV: DRAWN BY: J. CURTIS te1 206.521.9091 tax 206.521 BUSS GI WNiL i S �pY 1 yy 7 L. WIND COAL C U 101 NO. DATE APPR DESCRIPTION SCALE: 1"=20' : lec ies ia. >908 REVISIONS DATE: 2012-XX-XX u C B IA 1 2 1 1 i, J -'tl: I,. w, '11 ,S.'.. irIW t Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 3665 (206) 622 5822 For (206) 622 8130 COPYRIGHT: 3 NE 1/4 SEC.26 T.23N, RAE. W.M. I ! v a............. .......... .... ,-. .......__..._.-. _..__ .._---- --- ....- .... IBI GROUP 801 Seoontl Avenue SUR, 1400 IBI Seattle WA 981041576 USA GROUP tel 206.5219091 faX 206.521.9095 NO. I DATE I APPR I DESCRIPTION REVISIONS 4 5 IL W 21 I , 41 ' 1' 1 1 j1 .,t - _ CLIENT CITY OF TUKWILA 1:xc, � s� I rG1rE1 1 006 PROJECT TITLE ANDOVER PARK W 6 CONSTRUCTION NOTES O1 REMOVE VALVE AND VALVE BOX 2O REMOVE HYDRANT ASSEMBLY Q3 RECONNECT HYDRANT ASSEMBLY ® NOT USED O NOT USED © CONSTRUCT 1" SERVICE CONNECTION Q7 CONSTRUCT 2" SERVICE CONNECTION ® CONSTRUCT HYDRANT ASSEMBLY O9 NOT USED 10 NOT USED 11 RELOCATE BACKFLOW PREVENTER ASSEMBLY AND BOX 12 NOT USED 13 NOT USED COORDINATION NOTES DI CI () CONTRACTOR SHALL POTHOLE I CONNECTION POINT OF EXISTING WATER MAIN BEFORE BEGINNING CONSTRUCTION 8 TO CONFIRM DEPTH ��Z—oa7 Ent E'CE1' E iGa'd2012 COFitiNiur,i41 i A DEVELOPMENT 0 20' 40' D. NOT FOR CONSTRUCTION 6 SHEET TITLE WATER PLAN PROJECT NO: 24735.4 DRAWN BY: J. CURTIS CHK'O BY: L. 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WA 111111111 USA GROUP tel 2 521.9091 9 fax 206.521.9095 10. I DATE I APM I DESCRIPTION REVISIONS COORDINATION NOTES G)CONTRACTOR SHALL POTHOLE CONNECTION POINT OF EXISTING WATER MAIN BEFORE BEGINNING CONSTRUCTION TO CONFIRM DEPTH D c 612-007 fE 2012 cofA�M,0;, Y A DEVEL0P%1L,,JT 7�ti 0 20* 40' D. NOT FOR CONSTRUCTION 6 SHEET TITLE WATER PLAN PROJECT NO 247354 DRAWN BY J. CURTIS CHKD BY L. WIND SCALE I" = 20' DATE: 2012-xx-xx R NUM E SHEET C I REV U103 E C B A 20 4 3 NE 1/4 SEC 23 T.23N. RAE. W.M.i �. ��:F101 •J. . _E_r; .. _. b 5 J 1LP'. tlt. GRADE @ -- —. -- -- ----� — — — — --------- — — -- ----EXIST ---- — 11 LF 12 DI , 258'LF 12" DI' 861LF 12' pl o ° ... .. STA=;25+:84 _ STA 27+77: ;. 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I DATE I APPR I DESCRIPTION REVISIONS 4 CLIENT CITY OF TUKWILA �J�.p11LA`lYgcP -_1 V G wN �� fir` 12��j9 5 PROJECTTITLE ANDOVER PARK W CONSTRUCTION NOTES O1 REMOVE VALVE AND VALVE BOX 20 REMOVE HYDRANT ASSEMBLY 3O RECONNECT HYDRANT ASSEMBLY ® NOT USED Q5 NOT USED © s CONSTRUCT 1" SERVICE CONNECTION C� Q7 CONSTRUCT 2" SERVICE CONNECTION x m O8 CONSTRUCT HYDRANT ASSEMBLY N Q9 NOT USED m v 10 NOT USED x y 11 RELOCATE BACKFLOW PREVENTER ASSEMBLY AND BOX c 12 NOT USED 13 NOT USED COORDINATION NOTES Oi CONTRACTOR SHALL POTHOLE 35 CONNECTION POINT OF EXISTING WATER MAIN BEFORE BEGINNING CONSTRUCTION TO CONFIRM DEPTH 25 Z 12 `opO� ��r-j5r- 20 b..�l� rr ro ' Q' 2012 15 COMMUNtrY DEVELOPA4ENT 10 0 20' 40' D. NOT FOR CONSTRUCTION 6 SHEET Tn` E WATER PLAN PROJECT NO: 24735.4 SHEET NUMBER CU 104 REV: DRAWN BY: J. CURTIS WIND SCAL E:: 1" = 20' SCAL DATE: 2012-XX-XX C B A 1 1 2 3 1 4 5 1 6 lu IL IA NE 1/4 SEC.23 T d r,, A 35 30 - --- - _..._ 25 I EXIST GRADE `ti 20 1 I STA=30+00 15 ELEV= -18.59 _ ;. 10 . ro x ad - I 1 1 2 1 3 1 4 1 5 O1 REMOVE VALVE AND VALVE BOX 2O REMOVE HYDRANT ASSEMBLY Q3 RECONNECT HYDRANT ASSEMBLY D ® NOT USED QS NOT USED © CONSTRUCT 1" SERVICE CONNECTION 7O CONSTRUCT 2" SERVICE CONNECTION ® CONSTRUCT HYDRANT ASSEMBLY Q9 NOT USED 10 NOT USED 11 RELOCATE BACKFLOW PREVENTER ASSEMBLY AND BOX 12 NOT USED 13 NOT USED C COORDINATION NOTES O1 CONTRACTOR SHALL POTHOLE CONNECTION POINT OF EXISTING WATER BI MAIN BEFORE BEGINNING CONSTRUCTION � TO CONFIRM DEPTH E i2 -eO °1' CEi"I'f '4 flI Q 0 2Z COmE uNiTY DEVELOPMENT A 17�ti 0 20' 40' D. 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W W W W ..,W V W W c^ - .WT—TV � 3 _ ANDOIlER PARK WEST - A _g L B A 6 CONSTRUCTION NOTES on �I CONSTRUCTION NOTES O1 CONNECT TO NEW BPA, SEE LANDSCAPE PLANS Q2 CONSTRUCT FREEZE PROOF BOX HYDRANT Q RELOCATE 4" DIAM. GAS SERVICE ® NOT USED QS NOT USED B © NOT USED 7O NOT USED ® NOT USED Q9 NOT USED ® NOT USED 11 ADJUST VALVE BOX TO GRADE Z!Z -007 ELF-1VED ,/"J� 633 2012 GOB. MUNtTy A DEVELOM EMT 7 � r �_ P 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE amoConsutting Engineers CITY OF TUKWILA TRANSIT CENTER SB UTILITY PLAN 1601 Fifth Avenue, Suite 1600 IBIGROOP Seattle Washington 98101-3665 Ill SecandAvenue- Suite 1410 (206) 622 5822 Fax (206) 622-81J0 IBI Seattle WA 987041576 USA (� y- d ` COPYRIGHTGROUP hf� G.,� r r PROJECT NO: 24735.3 SHEET NUMBER REV: „ tel 206.521.9091 a�a fax 206.521.9095 1LLt� 12 J DRAWN BY: J.CURTIS CHKD BY: L. WIND K�AE--PR ESCRIPTON SCALE: 1"=20' CU106 ONS DATE' 20i2-XX-XX .-� IU 111 - Y _ t .:_!T_lIF -12 C :1 x --Y 71� I . I I 2 G i i I _.._.. x.l 1 I` I I I � r.., I B YI 103 : ', j L. J. Il III I i' Op I� IA 6 CONSTRUCTION NOTES O go CI CONSTRUCTION NOTES Q1 CONNECT TO NEW Q2 CONSTRUCT FREEZE PROOF BOX HYDRANT Q RELOCATE 4" DIAM. GAS SERVICE ® NOT USED Q5 CONSTRUCT 1" WATER SERVICE PER CITY OF TUKWILA STD PLAN WS-01. B © NOT USED Q7 NOT USED ® NOT USED Q9 NOT USED ® ADJUST CB TO GRADE /�I 0�� 11 ADJUST VALVE BOX TO GRAD �� ,A GI 0 3 2012 DEVELOPMENT A ti 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUSCONSULTANT SEAL CLIENT CITY OF TUKWILA PROTECT TITLE TRANSIT CENTER SHEET TITLE NB & BAKER Consulting Engineers 7601 Fifth Avenue, Suite 1600 Seattle, Washington 98107-3665 IBIGROUP 801 Second Avenue -Suite 1400 N11�, Ly J q S UTILITY PLAN (206) 622-5822 Fax (206, 622-8130 IBI Seattle WA 98104157fi USA [� COPYRIGHT GROUP tel 206.521.9091 i OL PROJECT NO: 24735.3 SHEET NUMBER REV: DRAWN BY: J.CURTIS a �wa a tax 206.521.9095 W i O N i CHKD BY: L. WIND I mei o oa. I B G o+CO-1— ,�` %9OB NO. DATE APPR DESCRIPTION SCALE: T'=20' O 99" tilts' REVISIONS DATE: 2012-XX-XX 1 2 3 1 4 5 1 6 GENERAL NOTES D 1. CONTRACTOR SHALL POTHOLE CONNECTION POINT D OF EXISTING WATER MAIN BEFORE BEGINNING CONSTRUCTION TO CONFIRM DEPTH. IC CI I BI c /2 -6107 RECEIVED AUG 0 6 2012 A A COMMUNMY DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT ffmoConsutting SEAL CLIENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEET TITLE Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 IBI GROUPWATER 801 Second Av.— Suite 1400 ,��i'�,.'"�'"++"yy`,,""•%qs DETAILS (206) 622-5822 Far (206) 622-8130 IBI Seattle WA 981041576 USA GROUP 'a J�! i '✓ : n' COPYRIGHT PROJECT NO: 24735.4 SHEET NUMBER REV: M' wl tel 206.521.9091 fax 206,521 9095 a F4 :y{: Lyll )Q' DRAWN BY: J.CURTIS CHK'D BY: L. WINDCU501 kRE#V.I.N -PR DESCRIPTION SCALE: AS SHOWNS an �908 DATE: 2012-XX-XX 1 2 3 4 5 6 11+00.00 30 30 D 28 28 D 26 26 ------- 24 - - 24 22 22 20 - - - 1880 -70 -60 -50 -40 -30 -20 -10 1120 0 10 20 30 40 50 60 70 80B C C to+7s.00 30 30 28 28 26 26 24 -------- --- 24 22 22 2080 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 BP B B 10+50.00 30 30 28 28 y� 26 26 __-__--------- 24 RECEIVED 22 22 AUG 0 6 2012 A 20 20 16 -COMMUMTY -70 -60 -50 -40 -30 -20 -10 a 0 10 40 70 98 80 20 30 50 60 DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT SEAL CUENT CITY OF TUKWILA PROJECT TIRE ANDOVER PARK W SHEET TDLE CROSS SECTIONS fii=Consulting Engineers 1601 Fifth Avenue, Suite 1600 IBI GROUP Seattle, V—hington 96101-3665 801 Seco d-I"---te1400 (206) 622-5822 Fax (206) 622-8130 IBI Seattle WA 98104 1576 USA'\s'$r GROUP tal 206.521.9Ml O� .�� 4: 7 -I COPYRIGHT: Mr/npmagbn PROJECT NO: 24735A SHEET NUMBER REV: DRAWN BY: J. CURTIS na.aaJienbr.�pwpu.on.mn . roK.a alN CAw.bees.w .aa,.,�.w�. fox 206.521.9D95 UJ `. ov O # = 4 • 4 a CHK'D BY: L. WIND oA� e.w.aa braa:..wde..a ramm. o. b.c.wlel co�ym e.:mm.a m.n.wa. rom a. a.w.a. w trn\ f' `--�.� CP311 NO. DATE APPR DESCRIPTION SCALE: HORIZ: 1'=10' VERT:1'=5' "'"�"0^rro er^N a m.BMw.w.AaJ b IBI Gmw br iPw.I Wm OAn.6N wq barotiw� 1908 REVISIONS DATE: 2012-03-30 wamlcHrezB�z iBlcww 1 2 3 4 5 6 11+75.00 30 30 D 28 28 D 26 26 24 --------- - -4.0%. 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 8d8 C C I1+50.00 30 30 28 28 26 26 24 ----�._ _ -3.2% 24 22 22 20 1880 -70 -60 -50 -40 -30 -20 -10 0 1120 10 20 30 40 50 60 70 80R B B 11+25.00 30 30 28 28 6 /2 -O,97 26 26 -------- _--, _. G� j -------------- R�Ct=fVr— 24 24 w! A 22 22 AL1 V 06 2012 A 20 20 CUi:ao'L 1980 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 8 DEVELOP?., • T 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB"CCNSULTANT ffmConsulting SEAL CLIENT CITY OF TUKWILA PROJECT TIRE ANDOVER PARK W SHEET TITLE CROSS SECTIONS Engineers 1601 Fifth Avenue, Suite 1600 181 GROUP yJILA, Sec ttle, Washington 98101-3665 801 Sewnd Avenue - Sate 1400 (206) 622-5822 Fax (206) 622-8130 Seattle WA 98104 1576 USA GROUP 1CJ \ y ^�'{.,`ati-,}y COPYRIGHT: PROJECT NO: 24735.4 SHEET NUMBER REV: •.v� w°.aeuan ar.�y ow.o,.mwu., tel 206.521.9091 fax 206.521.9095 4 .. U)' "»" f0 s DRAWN BY: J. CURTIS • >< >r k CHK'D BY: L. WIND �.aa ar.l°m.wo..�°mwa�o°m.anwrei cAw •I.. a aa�.e m.n..ra.. wm m. a.a..ia . V .,= ��.,, /� CP312 No. HATE APPR MSCRIPTION SCALE: HORIZ:1'=10' VERT: "wii tlwwn an Ui °"`"'°e"0•° °^+°iii°niti0 c�wc ar.°wwr ww. w�..aro.an ab:auon 190$ REVISIONS DATE: 2012-03-30 corrwcW-12 MGM,e 1 2 3 4 5 6 12+50,00 30 30 D 28 28 D 26 26 24 __ _—_—_, -2.17 _ ... .-1.97 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 838 C C 12+25.00 30 30 28 28 26 26 24 -3.3% -1.87 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 B B 12+00.00 30 30 28 28 12 007 26 _. 26 RE OEVVED 22 22 AUG 0 6 2012 A _ _ A 20 20 COMMUNt7Y 1880 -70 -60 -50 -40 -30 -20 DEVELOPMENT -10 0 10 20 30 40 50 60 70 ebb 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT OEM"Consult/ng SEAL CLIENT CITY OF TUKWILA PROJECTTrrLE ANDOVER PARK W SHEET TITLE CROSS SECTIONS Engineers 1601 Fifth Avenue, Suite 1600 181 GROUP w•9 Seattle, Vashington 98101-3665 801 Second Avenue -Suite 1400 J�` �` � ~\ss. (206) 622-5822 Faz (206) 622-8130 TD T Seetile WA 981041576 USA GRppp tat 206.521.9091 •'",: J 1$.-�" r s� Q;.,h COPYRIGHT: PROJECT NO: 24735.4 SHEET NUhmER REV: DRAWN BY: J. CURTIS ��Anmenmaivnabnb ypumd.�.— o�ew er iai c.o�n ubREhry am.�w�.we. fax 206.521.9095 �� -`"-" 10 —�" .wwwb�eu.Wimw� # # # a ``�`'$ CHK'D BY: L. WIND CP313 NO. GATE APPR OEscRPnoN SCALE: HORIZ 1'=10' VER7: 1'�' m ����p������•�^+d^ 790$ REVISIONS DATE: 2012-0330 caPrRc�rt a mia cPouP 1 2 3 4 5 6 13+25,00 30 30 28 28 D 26 26 24 —_.-,.,�_.-_��-...-- — _ -2.67 -2.3% --------^ _----.._. ... 24 22 22 20 20 1800 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 83, C C 13+00.00 30 30 28 28 26 26 24 -2.4% -19%.. 24 22 22 20 1880 -70 -60 -50 -40 -30 -20 -10 120 0 10 20 30 40 50 60 70 808 B B 12+75.00 30 30 28 28 26 - 26 RECEIVED 24 _ .. ...... .... ___ 24 22 22 AUG 0 6 2012 A _ A 20 20 connmur,*3 rr DEVELORWENT 18 80 -70 -60 -50 -40 -30 -20 -10 11 0 10 20 30 40 50 60 70 808 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBC -p SEAL CUMT CITY OF TUKWILA PRD ANDOVER PARK W CROSS SECTIONS Consult/ng Englneers 1601 Fifth Avenue, Suite 1600 Seattle, IBI GROUP Ni1Lq, w Washington 98101-3665 801S—dAvenue-SuW1400 J��..-•.�..., q (206) 622-5822 Fax (206) 622-8130 IBI Seattle WA 981041576 USAF;' GROUP �?`"-'^Ik "I COPYRIGW: PROJECT NO: 24735.4 SHEETNUMBEfi REV: •m ro�ane.aa.aawnn e,.,r wm...w.ru.n .WONMb IN GmmsbNiEM1nWEin��in�#J bw tel 206.521.9091 fax 206.521.9095 U) '""`:-^ Oy r DRAWN BY: J. CURTIS % % % # CH K'D BY: L. WIND ,�, �po�#Y MYE'mww.�W mM]an onWpC �q el Gmm.bl b iibmW of m wNcn Iwn tlu Ewa. wE _ Y' '7' C P314 NO. DATE APPR DESCRI-M SCALE: HORIZ:1'=10' VERT: 1'=5 m�abn.ue.n onn. e�:,,c.sNo an.mw nwib.mn+w el Glmn a.saow uon wm..#�c.en mom. 1900 REVISIONS DATE: 2012-03-M caPmu;Rroxau IM CRow 1 2 3 4 5 6 14+00.00 30 30 D 28 --- 28 D 26 .—_.----------- 26 24 -_- _--___..—._._—____.---------- _ -1.9% -3.0% _.--...... 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 C C 13+75.00 30 30 28 28 26 26 24 -----.. ------------ -1.5% -3.1% ._— 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 B B 13+50.00 30 30 28 28 00,7 26 -- _ —- 26 ��'� ED 24 ------------ _.., -2.3% -2.77. —-- ——-`——------ 24 22 22 AUG 0 2012 A v A 20 20 COMMUNiTY 1B80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 4d" DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 6UBCONBULTANT SEAL CUENT CITY OF TUKWILA PRD ANDOVER PARK W CROSS SECTIONS riliY Lansult/ng Engineers 1601 Fifth Avenue, Suite 1600 IBI GROUP .1JILA, Seattle, Washington 98101-3665 8015emnd Avenue -Suite 1400 �''i`,,._;4..,.� F) C2067 622-5822 Fox (206) 622-8130 IBI Seattle WA 981041576 USA GROUP 4 f�,.: \sS. 10 ={..•^^^"`t i ,0 coPYRiGHr: PROJECT NO: 24735.4 SHEETNUMBER REV: Me �oAe aoo>aivsuaea.m wmdei .w uaoNtlq NGm�peanaa«.Winrirn tal 206.521.9091 fox 206.521.9095 . Q r.. -. :-i W «" O d, >_ DRAWN BY: J. CURTIS k k k k CH BY: L. WIND �..w^•aw. m,.�emw�a,..,ewmm�..ewmwia cw,.b�n..m�.em.q..nao.. wmne am..a..m � �-- :_ 1K •,� ...-'�!• CP315 No. DATE APPR DESCRiPMN SCALE: HORIZ:1'=10' VERT: 1'=5' enaro anap anMro. NM M.WmAbe m �i a.wwwk nnw. w.�ero.�n . 7908 REVISIONS DATE: 2012-03-30 carmic�rt o zau rei caow 1 2 3 4 5 6 14+75.00 30 30 D 28 28 26 _"---- �- `----- 26 24 ,,D -2.5% -2.6% 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 V8 C C 1a+so.00 30 30 28 28 26 26 24 72.81 24 22 22 20 1880 -70 -60 -50 -40 -30 -20 -10 120 0 10 20 30 40 50 60 70 808 B B 14+25.00 30 30 28 28 17 GGSSAA-- 26 - 26 ../lam_-----'_.�.— .. .. p� OVED 24 _., ..-'------_--`.—--..y _ -2.2% -2,9% 24 22 22 AUG 0 6 2012 A 20 20 18 _ _..-50.._. _-30 -10 _ .....2030 _. .__. 50. _._..8�COMMUNCH 8 -a0 70 -60 -40 -20 40......... lU.. 0 60 70. DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CUENT CITY OF TUKWILA PRD ANDOVER PARK W CROSS SECTIONS i�11ii�� Consuf ttng Eng/neers 1601 Fifth Avenue, Suite 1600 IBI GROUP �HILA Seattle, Washington 98101-3665 801 Sewnd Avenue - Suite 1400 �J�� •_•�Wqs (206) 622-5822 Fax (206) 622-8130 IBI SeB81e WA981041576USA GROUP tal 206.521.9091 r L �y NjZj COPYRIGHT: PROJECT NO: 24735.4 SHEET NUMBER REV: DRAWN BY: J. CURTIS Aro npmnnn.«aaawa. a,..r n.m..•wlwm� .wbiimEM Bl Gmupa bNtldn WMW Omwan. elW Nrn faz 206.521.9095 W '��-^. 10 s . ,= ,. CHKD BY: L. WIND Gmw sl�IMiworrM w�YhlMcn. imm W6mr�uvM � `•.-........✓ CP316 NO. DATE AMR DESCRIPTION SCALE: HORIZ: 1'=10' VERT: 1'=5' �.w vw^=^'^. <«-w e�w a.w.w ur"a•'^""•� 19013 coPrnxarto xan et czGUP REVISIONS DATE: 2012-03-30 1 2 3 4 5 6 15+50.00 30 30 D 28 28 26 26 24 -5.0% _ 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 - C C 15+2s.po 30 30 28 28 26 26 24 2. U'/.�, -5.0% -2.1%.. -2.2% �_-_-- 24 22 22 20 1880 -70 -60 -50 -40 -30 -20 -10 1120 0 10 20 30 40 50 60 70 808 B B IS+p0.0O 32 32 30 30 28 _.._' — 28 0,7 26 — — -_ _. — - ,- EC" f 24 2M-5.0% -2.2% -2.4% .`'-' 24 22 22 AUG A _ 20 20 Cc�O�Ch9'tvPittsl , 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 8�8 l EVELOPI.iL: T 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT p SEAL CLIENT CITY OF TUKWILA PROJECT TIRE ANDOVER PARK W SHEET ftRE CROSS SECTIONS if•i Consulting Engineers 1601 Fifth Avenue, 1 as Seattle, Whington 981 98101-36-3665 IBI GROUP B01 SeconAAvenue- Suite 1400 W'Lq J�`..•-••-• .�K`q (206) 622-5822 Fax (206) 622-8130 IBI Seattle WA 961041576 USA GROUP tel 206.521.9091 fax 206.521.9095 J'ti- �' ^SL) Oy4 H •^t r7 ""` +�' -�._ f`=yG i±i (: yF^�.� ,•�. ;;;* COPYRIGHT: A,.pmempp. e:vaw'epb..w Pxpn•perw.e • we Ala cm�:bnee.^wen.p a.n.n.m.wn... a:lw.•e:wbp..pemmwbn. op n.l•e.m uu Gmq •li•• M ippimM al •rd nNbm Imm tlw E'nwsv� rtl PROJECT NO: 24735A SHEEMIJIMER CP317 REV: DRAWN BY: J. CURTIS a • • N CHK'D BY: L. WIND NO. GATE APPR DESCRIPTION SCALE: HORIZ: 1'=10' VERT: 1`5' wnbuon..nam pp m. en.�pp.srop a�.;ro••wib•.wmlm 191 Gmup br •ppm+l Etlpn pmcreira.N Wr�Em. 7yD8 REVISIONS DATE: 2012-03J0 copmlcHrezwz iel caow I 1 2 3 4 5 6 16+25,00 30 30 28 28 D 26 26 — _ — _ 24 --" 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80B C C 16+p0.00 30 30 28 28 26 26 ------------- 2.0% — 24 —��� -- —_5.0% 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 B B IS+75.00 30 30 28 28 12y,,�- o0 26 26 y�S�,, 24 --.---5.0% _ 24 3 •9. ?.., A . 22 - - 22 AUG 06 2012 A 20 20 COMMUMI-Y 1880 -70 -60 -50 -40 -30 -20 -10 1 0 10 20 30 40 50 60 70 808 DEVELOPLiENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTPNT SEAL CLIENT CITY OF TUKWILA PR ANDOVER PARK W CROSS SECTIONS i�l•�ii� Consu(t/ng £ng/neers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 TDT GROUP IBI GROUP 801 Second Avenue - Suite 1400 Seame WA 981041576 USA �'"•``�� "*`Sy ^�?i!. .��*^} .j ZL1� COPYRIGHT: PROJECT NO: 24735A SNEETNUMBER REV: ay .oamdo.d.ea�w a PWr.. an..u.� dw ac .dw tal 206.521.9091 fax 206.521.9095 QW DRAWN BY: J. CUR71S CMBY: L. WIND cn,�.sm.•mw�.�,auam.rv.we I mw - .m CP318 No. OATe APPR GESCRPnON SCALE: HORIZ: 1-10' VERT: 1'=5' a al cn,wagdAw w�°a. �s�.dtn� 190$ REVISIONS DATE: 2012-03-M mrmclRe �du el cnolr 1 2 3 4 5 6 17+00.00 32 32 30 30 D 28 28 D 26 �'� __ — _.. _ _ _ _ 26 24 ---rt 20% 50% -3.1'L 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 83, C C 16+75.00 32 32 30 30 28 28 26 2.0% -5.07. 24 .... _ 24 22 22 20 1880 -70 -60 -50 -40 -30 -20 -10 1120 0 10 20 30 40 50 60 70 808• B B 16+50.00 30 30 28 28 26 26 r- 24 - ----- 24 A 22 _ _ _ 22 AUG 0 ` 2012 A 20 20 commt,: I , - 1880 -70 60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 8I18 DEVELOPI.L:NT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL WENT CITY OF TUKWILA PRD ANDOVER PARK W CROSS SECTIONS �ii�ii� Consult/ng Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 IBI GROUP 101S-11AvI- SUIte1401 J�`N1�,.1'Yq (206) 622-5822 Fax (206) 622-8130 1 1 IBI GROUP Sea81e WA981D41576USA O r �� COPYRIGHT:r PROJECT NO: 24735.4 SHEETNUMBER REV: Aiaro mawm. aa.w... a,m o.mn..w..w� k.a mio cmw.amea�. W..a...w..wi... n�a.n. wo.vaa.m.nan mMnn.n.tir..ar.ma d .521.9091 206 tel faX 206.521.9095 {p� f (-.O �W� DRAWN BY: J. CURTIS a a a a CHK'D BY: L. WIND wna�i«.�am.w..wee.e+.n o. m.ce.e iN Gmiq.l.IMibmMMnv..Nan tnm tl.6innun.tl l �..� _ ��• NO. DATE awn DESCRIPT SCALE: HORIZ: 1'=10' w,sn,,..n..... u. e,..aa. snap a. -on• wu r.w.w.a m C.up mr.00�'a a(on em<..aawnYb:�uv 1908 REVISIONS DATE: 2012-0330 cacmaHro mu m caaw 1 2 3 4 5 6 17+75.00 30 30 28 28 D 26 26 D 24 .__�� "---- 20% -50% --2.8% -2.2% _ .""� ___----w--__-- _ 24 22 22 20 20 18 ' 1680 -70 -60 -50 -40 -30 -20 -10 1118 0 10 20 30 40 50 60 70 806 C C 17+so.ao 30 30 28 28 26 - , 26 24 207 50% __-3,1%_. _-2.4!.. ' 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 86, B B 17+25.00 30 30 28 _.. _._ _..... _...._..._ 28 2 - 007 26 -_� 26 r-!! Imo—". REG 24 24 22 22 AUG 0 Zm2 E1 A _ A 20 20 .. .. .. 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 DEVEL0P,*wh_NT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECTTRLE ANDOVER PARK W SHEETTITI.E CROSS SECTIONS ffi-p Consulting Engineers 1601 Fifth Avenue, Suite 1600 See ttle, Washington 98101-3665 1206) 622-5822 Fox (206) 622-8130 IBI GROUP IBI GROUP 801 Second Avenue - Suite 1400 Seattle WA 98 134 1576 USA �'k ' .'1'A •i� 4S v COPYRIGHT: PROJECT NO: 24735A SHEETNUMBER REV: td 208.521.9091 -")'0DRAWN BY: J. CURTIS Ebrvbl�fannmr. Yu.wrW mob 206.521.9095 - L7,,, CHK'D BY: L. WIND r% CP320 No. DATE APPR DESCRIPnoN SCALE: HORIZ: 1"=10' jV-ERT:11"=F mnsnnn. uw.n mm. a�.Y:ro. smo am.�ro. uW e..wmu.e a lei clwo a. mmwkn.Iv. Pm..aro.0 l.ab.nnn 7908 REVISIONS DATE: 2012-03-30 LOPYRIGHf 0301t &GFOOP 1 2 3 4 5 6 18+50.00 D 28 28 D 26 26 24 ---_..----------._— -1.6% -2.1% 24 22 22 20 1880 -70 -60 -50 -40 -30 -20 -10 1120 0 10 20 30 40 50 60 70 808 C C 18+25.00 30 30 28 28 26 26 24 -2.3% -2J% ---_-7.7 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 8,38 B B 18+00.00 30 30 28 28 26 26 24 -2.5% 2.0% 24 r-- 22 22 AUG 0 6 2012 20 20 A A 18 18 COMMUNITY DEVELOPMENT1680 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 8J6 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB-CONSULTANT Il a EAL cu ENT CITY OF TUKWILA PRDANDOVER PARK W CROSS SECTIONS Consulting £nglneers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 IBI GROUP 801 Second Avenue - Suite 1400 J�W� (206) 622-5822 Fax (206) 622-8130 T D T Seatee WA 981341576 USA GROUP tal 206.521.9091 �.r` ^�!''"';,{"t.. "+ `C.)'.. Q x;'"`�i :-i 'O COPYRIGHT: Nvj b..,•Pupa.. m,raw PROJECT NO: 24735.4 SHEETNUMBER 0.EV: DRAWN BY: J. CURTIS amema•>a.rawen b ire row:bNubnww,e'm.,.e.wiw. �iw0•rc• wvoYE avntie�. faMtlm •IW waI W b e�a�aemw:... �emb�.••u.m.m� Gmip •Ir•MiEom�l al�aNur�lmm tlu i�w�cryW fox 206.521.9095 W S`_. z� � '• ..«+'' CP321 a a a a CHK'D BY: L. WIND NO. DATE MI DESCRIpnoN SCALE: HORIZ: 1'=10' VERT: 1"=V ==^d°^^••^^-^�^'^•^�•-�a e^^o ^�-�••^•"b• m rei G�o�o m, wPwa eao� nm=..tirc.m . 7908 REVISIONS DATE: 2012-03-W covmicHr...... GaouP i 1 2 3 4 5 6 19+ 5.00 30 30 28 28 D 26 26 D 24 _.�,.�------ .0% .. -3.0%——— -- 24 22 — 22 20 20 18 18 1680 -70 -60 -50 -40 -30 -20 -10 0 6 10 20 30 40 50 60 70 so C C 19+00.00 28 28 26 26 24 -.. _. _. _ ....._ _-_--_.--. -- -2.4% --1.17._ _..._ 24 22 22 20 1880 -70 -60 -50 -40 -30 -20 -10 0 120 10 20 30 40 50 60 70 808 B B 18+75.00 28 28 E 12 26 ... 26 REMEs``17 24 -1.8% -1.0% —_-- 24 22 ... 22 'AUG 0 H 2012 A _ .. 20 20 comet, 1880 -70 -60 -50 -40 -30 -20 -10 0 I 10 20 30 40 50 60 70 8a8 DEVELOPM—N f 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 6l1BCGN6UL7ANT SEAL CUENT CITY OF TUKWILA PRG ANDOVER PARK W CROSS SECTIONS i�i�ifi Cansult/ng Engineers 1601 Fifth Avenue, Suite 1600 IBI GROUP Sec ttle, Washington 98101-3665 801 Second Avenue - Suite 1400 �J�`r.-•�•..q (206) 622-5822 Fax (206) 622-8130 TD T Seattle WA 981041576 USA 1D1 t� (. "#':, : . 4T COPYRIGHT: PROJECT NO: 24735.4 SHEETNUMBER REV: DRAWN BY: J. CUR71S Mr�.o�mmn. oa.vnvo. cr.m PT�..�'✓a .�mnaagia c.ow.eAas..wwna:tin.e.wN... td 206.521.9091 fax 2G6.521.9095 a c .-?_'::�- f0~✓ 131- ,+ s ,_� % • • a CHK'D BY: L. WIND �.oe..al.aaa��=.r m.am. o.wim.�a et . #,�"*.._- CP322 N0. DATE APPR DESCRIPTION SCALE: HORIZ: 1'=10' VERT: 1'=5' ..ri« 7908 REVISIONS DATE: 2012-0330 covmxanoza.� wt caour 1 2 3 4 5 6 20+00.00 30 30 28 28 D 26 - - 26 D -S.OZ . _2.0%_ - _ -- _-- -- � 24 22 22 20 20 18 18 1680 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 836 C C 19+75.00 30 30 28 28 26 26 24 "'" A% ,- -2.9% -3.0% ` W 24 22 22 20 20 18 118 1680 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 806 B B 19+50.00 30 30 28 28 26 26 /4'O d 24 _ ------.�--'---... _.. _.. -AYE_ -2.8% _.... -3.0% '--y— _-___- - 24 qA R EIVED RECEIVED E 22 V 22 A 20 _ 20 AUG 0 6 2012 A 18 COMMUNs . 1-80 -70 -60 -50 -40 -30 -20 -10 0 1118 10 20 30 40 50 60 70 806 DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUSCCNSULTANT a WConsulting SEAL CUENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEET TOLE CROSS SECTIONS Engineers 1601 Fifth Avenue, Suite 1600 Seattle,1nFton IBI GROUP 06 6S-Ma WA Fax (206)622 C265 622-5822 06)8130 981041576 USA7 IBI GROUP td 206.521.9091 '�'¢ i� Q 1 COPYRIGHT: PROJECT NO: 24735.4 SHEET NUMBER REV: DRAWN BY: J. CURTIS bypbmaawa.oxw�ar.wP�.m.rm. cew�:ammu.wm.�emwwa.Nw tax 206.521.9095 :-H 111�;�'y` `± ,l'z=O % 0 M M CHK'D BY: L. WIND a�w�.w �w.e�iaae:.w .wmw<n onwim.e�N '`,, -F CP323 NO. DATE APPR DESCRIPTION SCALE: HORIZ: 1'=10' VERT: i'=5' •r'^^""0"'^i °^'""� °r'MV1�•'""°i iiOn11° Grwp br ppw.l Orw. Paagrp M %9OS REVISIONS DATE: 2012-03-30 coPmlcHr o zolz Ia cRouP 1 2 3 4 5 6 20+75.00 30 30 D 28 28 D 26 26 24 .0L� -5.0% r -2.0%- __ ._ __,-...--.- ._. -- 24 22 22 20 1880 -70 -60 -50 -40 -30 -20 -10 0 120 10 20 30 40 50 60 70 808 C C 20+50.00 30 30 28 28 26 26 24 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 B B 20+25.00 30 30 28 28 _. 26 _......_.... _ ... ............ ....... ..... _._.._. _._ _.. _._. �,-_...-.�------ __ 26 C 12 -007 24 - 24CiD 22 22 A 20 20 AUG 0 6 2012 A 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 ad COMMUNITY COMMUNITY DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBLONSULTANT aW SEAL CLIENT CITY OF TUKWILA PROJECTTRLE ANDOVER PARK W SHEET TIRE CROSS SECTIONS Consulting £nglneers 1601 Flfth Avenue, Suite 1600 Seattle, Washington 98101-3665 IBI GROUP 801 Second Avenue - Suite 1400 J4�-i I,�q �` (206) 622-5822 Fox (206) 622-6130 IBI Seattle WA 981041576 USA tol 206.521.9091 f? coPYRIGHT'j�p PROJECT NO: 24735.4 SHEET NUMBER REV: DRAWN BY: J. CURTIS A,n� en>a.uewon m..r wms. w..u.� erica c�ewu mnesn wm.a:wa.wN.. fox 206.521.9095'0i Q s' .-1) Pwa.M1Y AM.otIW611Ynun.GMOan Yulwii/Nb e.w.�zm,�,.�.�,,.,, m.eue�.�m.ibw� (r 1r I`..'�/`�x ,,` •;� * CP324 . . • x CHK'O BY: L. WIND N0. DATE APPR OESCRwTIDN SCALE: HORIZ: 1'=10' VERT:1 -S' m mi c,wn brwwwsw N �c u e 7908 cromz;Hrozolz zz cRow REVISIONS DATE: 2012-03J0 1 2 3 4 5 6 21+50,00 30 30 D 28 28 D 26 _ _ 26 _, _2.5% _.. .._ -5.0% 2.0%_. - - - - --------- ..-�` 24 _------... _ 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 C C 21+25,00 30 30 28 28 26 26 _.. 24 -- - _ 2.0%--2.3-L -- -2.8% .--20% . .�.__._._ 24 22 22 20 1880 -70 -60 -50 -40 -30 -20 -10 0 120 10 20 30 40 50 60 70 808 B B 21+00.00 30 30 28 28 12.. 'qq L �1��7p 26 -5.0%, --' �.— — 26 pp��s 24 -2.0%-- 24 A 22 22 AUG 0 6 2012 A 20 20 - _ COMMUNITY 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT p a SEAL CLIENT CITY OF TUKWILA PROJECTTRIE ANDOVER PARK W SHEETTIRE CROSS SECTIONS Consulting £nglneers 1601 Flfth Avenue, Suite 1600 Seattle, Washington 98101-3665 IBI GROUP 801 Second Avenue -Suite 14DO W1Lgh (206) 622-5822 Fax (206) 622-8130 IBI Seattle WA 981041576 USA GROUP rt : � 1n �""') i y COPYRIGHT: PROJECT NO: 24735.4 SHEET NUMBER REV: Aro .pmaa:n ora:bnu:n br nr wmd•• �•n .wp,:.e rr isc w.bnmmwmw e:wb�. wH... tal 206.521.9091 taz 206.521.9095 �- -' C W `. """�®)a;: '^ ,'O. s, DRAWN BY: J. CURTIS • t • #`ti, CHK'D BY: L. WIND �.w,.a�i.r ap:nw.w mm.bw m�nwpewuu 6vwu�N a :r= r11 CP325 Gmw .�I�YMMmWWM..Mb�Immtlu b gl Getup brypm,J Mlan pru�.6N'••p m:�'•� 7808 NO. DATE APPR DESCRFTM SCALE: HORIZ: 1'=10' VERT: 1'=6 REVISIONS DATE: 2012-03-30 coPrPmHr o 2a11 is caGuv 1 2 3 4 5 6 22+25.00 30 30 D 28 28 D 26 26 24 .0%%_.. ---------------- 24 22 22 20 1880 -70 -60 -50 -40 -30 -20 -10 1120 0 10 20 30 40 50 60 70 808 C C 22+00.00 30 30 28 28 26 - _---- 26 24 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 B B 21+75.00 30 30 28 28 12,007 26 _ _ 26 24 — -5.0% 2.0.% ___ -.J _ ... RE .24 22 22 A AUG 0 6 2012 A 20 20 1880 COMMUNITY -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 86 DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUE�CONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECTTRLE ANDOVER PARK W SHEETTRLE CROSS SECTIONS fil�ii� Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, IBI GROUP W1LAy wq Vashington 98101-3665 (206) 622-5822 Fax (206) 622-8130 801 S—d Avenue -Suite 1400 IBI Seat0e WA 981041576 USA GROUP J� 'iu�') '+Sy O ""�F'aw%"-' 1 Z J :M� ...7 { y COPVRiGHr: PROJECT NO: 24735.4 SHEETNUMBER REV: DRAWN BY: J. CURTIS Am �opmv��aa.mbmo. a.«r a.mm•.N.mn .W.N W arvupubNiObn WMWEmm.lmvar Nr,. tal 206.521.9097 fax 206.527.9095 ¢ <,,,;�,^,. u1' �'^. O �' f= a a a a+., CHK'D BY: L. WIND am.w�.wmmm.... n.mwml '"--1� 8_ CP326 i i1ivin vn �'•�'•"'e �"""�••�'••�••'a^� G—.., a Elan PonwS —hhr�n 1908 NO. DATE APPR DESCRIPTION SCALE: HOR12: 1'=10' VERT: 1'=5' I REVISIONS DATE: 2012-03-30 coPvwaHroxo�z..-Le 1 2 3 4 5 6 23+00.00 ' 30 30 D 28 28 D 26 26 24 - "-- _ -4.0% -3.3% -- --------'— 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 C C 22+7s.00 30 30 28 28 26 26 24 -4.1% -3.6% - - - - - _ 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 B B 22+50.00 30 30 E 1Z -00 7 28 28 26 �[II 26 WECo E 1 24 -_ _ -3.9% -3.6% _.__ _. -- ------------ 24 22 _ _ _ 22 AUG 0 6 2012 A A 20 20 COMMUNITY DEVELOPMENT 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 e68 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEET TITLE CROSS SECTIONS Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seo ttle, Washington 98101-3665 (206)622-5822 Fax 206) 622-B130 IBI GROUP 801 Second Avenue - Suite 1400 Seatee WA 981041576 USA tel 206.521.9091d fax 206.521.9095 t\w I", r N'� x W `'`r - "O,� ��,, ti+-,f� covvRlBHr: A Aaao�wa.vxwon a..y amo.eq.u., naa er iN CAw.arode.•wmw am.•.�..nr m.. .w.bxw•�e.�•o. rom•e.o�•�u.im.a� Aw w�e.:mm.a 6•..Q..ia PROJECT NO: 24735.4 SHEET NUMBER CP327 REV: DRAWN BY: J. CURTIS a a a a CHK'D BY: L. WIND No. GATE APPR oEscRwnaN SCALE: HORIZ: 1'=10' VER7: 1'=S' m l�T+••nwww�ae.la•u.sro°"i°niYi° i908 REVISIONS DATE: 2012-03-30 cromicHrozou at GRo11P 1 2 3 4 5 6 23+75.00 30 30 D 28 _ 28 D 26 26 24 _. _ --------- ._ __ % -4.6.3% -3- - __, ..----- - 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 C C 23+50.00 30 30 28 28 26 26 24 --- ---- —' - -4.4% -3.37 —�-_-_..---- 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 8�8 B B 23+25.00 30 30 28 28 O G 7 26 26 A 22 22 AUG 0 6 2012 A 20 20 1880 -70 -60 -40 -30 -10 0 -50 -20 10 20 30 40 50 60 70 8tf8 DEVELOPMENT DEVELOPtr;'ENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB-CONSULTANTEAL o6 cu MT CITY OF TUKWILA C PR OJECT TITLE ANDOVER PARK W SHEErTrr-E CROSS SECTIONS Consulting £ng1reers 1601 Flfth Avenue, Suite 1600 Seattle, Washington 98101-3665 IBI GROUP 801SecandAvenue - Suite 1400 -11 o' 1L•q.'-w '\Sy (206) 622-5822 Fax (206) 622-8130 IBI Seattle WA 981041576 USA 1 1 GROUP tal 206.521.9091 Raz ^O'1 -'1', ^ ��� J'. I IG 'p COPYRnW A �.oeaen�sa.aaum a..�r Pwe<. m,.x., PROJECT NO: 24735.4 SHEETNUMBER REV: DRAWN BY: J. CURTIS 208.521.9095 Un « k k k�-,�.' CHK'D BY: L. WIND �.ow.a�wxa:�..4e.r mwon. w�wim.e iN CP328 No. DATE APPR OES.RP-ON SCALE: HORIZ:1'=10' VERT:1'=5' °i""�'s^O^°i`"@'^'M °'•'°"11° cvow w wwo•k wan Pou.s�..m oeo-auon i90$ REVISIONS DATE: 2012-03-30 coPrax:ere:o�s et aSow 1 2 3 4 5 6 24+50,00 30 30 D 28 28 D 26 26 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 8j8 C C 24+25.00 30 30 28 28 26 26 -- -- -4.4%. -4.0% -'' 24 — 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 B B 24+00.00 30 30 28 28 26 26 [,12 —� 22 22 20 _ 20 AUG 062012 A 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 8d8 COMMUNITY DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT o SEAL CLIENT CITY OF TUKWILA PROJECTTITLE ANDOVER PARK W SHEETTRLE CROSS SECTIONS Consulting Engineers 1601 Fifth Avenue, Suite 1600 See ttle, Washington 98101-3665 IBI GROUP 801 Second Avenue Suite 1400 (206) 622-5822 Fax (206) 622-9130 IBI Seattle WA 981041576 USA COPYRIGHT;G) PROJECTNO: 24735A SHEETNUMBER aEv: m .aa.o-aua. m,m oum..•mwa.� w Ia caw. maaa... wnu„ am...a...Ir m.. tel 206.521.9091 fax 206.521.9095 `Z' y -'. 'O W DRAWN BY: J. CURTIS �w�.aa ro..l a...�o.mmwa. o. a.im.mlei cmur. e. umnn.a m m..n.I�.n wm a. �v.ia d1, �., �„t CP329 M M x • CHK'D BY: L. WIND NO. GATE APPR OEBCRwTIGN SCALE: HORIZ: 1'=10' VERTA-S m 0i Group mrppw'� Otla. pwxQ+a.iniwoEni 1908 REVISIONS DATE: 2012-03-M caPrRx:'n a za+� B' cww 1 2 3 4 5 6 25+25.00 30 30 D 28 28 D 26 26 24 -_J -2.9% -3.47 ---- --- '-- - --�- 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 C C 25+00.00 30 30 28 28 26 26 24 _ -3.6% -- -- 24 22 22 20 1880 -70 -60 -50 -40 -30 -20 -10 120 0 10 20 30 40 50 60 70 808 B B 24+75.00 30 30 28 28 26 . _... _.. _. 26 612 —0 0 7 24 22 22 20 ..... .. _. .... ... 20 AUG 0 0 2012 A 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 86" COMMUNITY DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTMT ffm-pConsulting SEAL CUENT CITY OF TUKWILA PROJECTTRLE ANDOVER PARK W CROSS SECTIONS Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 IBI GROUP 801 Second Avenue -Suite 14001LA, W� (206> 622-5822 Fox (206) 622-8130 IBI Seattle WA 981041576 USA GROUP SOY ?{ `i'Ns , COPTRIGHr: PROJECT NO: 24735.4 SHEEPN1IMBER REV: n.mnn<n>e:ob::. cr W awuw .uroN.a n, Iel cAw:bnuan a:web.wl... tel 206.521.9091 fax......1.9095 a-t"w.f-f-+0 w. �/ S DRAWN BY: J. CURTIS CHK'D BY: L. aAw •�.I e.:e.�.J w.n.w:�. r m. am..:i. w '= CP330 No. DATE JU'PR OESCRIP— SCALE: HORIZ:1'=10' VERT: 1'�' m i°tl""^oin anHi °""'e 0i'°ai e'�°iii°n°t° I& Cmw br VPa� Eem PAY.N Wnlm 1908 REVISIONS DATE: 2012-03-00 wrmlcle a zaiz IN ePalyI 1 2 3 4 5 6 26+00.00 30 30 D 28 28 D 26 26 24 _ — — 24 22 22 20 1880 -70 -60 -50 -40 -30 -20 -10 1120 0 10 20 30 40 50 60 70 80B C C 25+75.00 ' 30 30 28 28 26 26 24 �. --- -.— -.4,77.__ -3,6% --- --""_ .`—'_------- 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 B B 25+50.00 30 30 28 28 _ _ ... y^ 26 26 24 -- -------- — — — — 24 RECE1 r -3.4% -3.4% .... , 22 22 -- ............... AUG 0 6 2012 20 20 1880 i • F -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 8ii8 VEL W- oEv�.oPz��>ir 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL Ct1 NT CITY OF TUKWILA PRDJECT TITLE ANDOVER PARK W SHEET TITLE CROSS SECTIONS ri�if� Consuft/ng Engineers 1601 FiFth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 IBI GROUP co 801SendAvenue -Suite1400 IBI Seattle WA 981041576 USA 1 1 V' Lq J'Fr.w......,Wq r'yY'� •.�S,y PROJECT NO: 24735.4 COPYRIGHT. Am, .nloe a..aa.raao. a.m wma'. alwuw . roN.a nr ac wmw a.nw..m n... GROUP tal 206.521.9091.„'.^14 fax 206.521.9095 W '��"" i O SHEET NUMBER REV: DRAWN BY: J. CURTIS �.anaa.. p,..a.maa:.ww..w a,mm...u.pewla cmw.I.. w:mm.aa«n..aro. tmmwam..m..e �' f �= `��, ..' CP331 x M ♦ • CHK'D BY: L. WIND No. DATE APPR DescnnnoN SCALE: HORIZ: 1'=10' VERT: 1'�' jy'^� 79D8 4 REVISIONS DATE: 2012-03-30 covvwcur o xatx eI caolx+ 1 2 3 4 5 6 26+75.00 30 30 D 28 _._ _. .. _... 28 D 26 26 24 -2.9% -2.47 r..----,.,,_ 24 22 22 20 1880 -70 -60 -50 -40 -30 -20 -10 1120 0 10 20 30 40 50 60 70 808 C C 26+50,00 30 30 28 28 26 26 24 _._.-__.. _ -3.2% _..._-2-Z7 -- - - - - - - - - - - - - -- - -- 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 B B 26+25,00 30 30 28 28 /+ 7 26 . ...._. .. ..._ ._ 26 _... _.24 C� REE I V FD 24 -`..---`.----- -3.4% -2.87 -`_.. A 22 22 AUG 0 6 2012 A 20 20 _ COMMUMTt( 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 suscONSULTANT �l0nsulting SEALcuENr CITY OF TUKWILA PROJECT TIRE ANDOVER PARK W SHEET TITLE CROSS SECTIONS Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 IBI CROUP IBI GROUP 801 Secantl Avenue - Soils 1400 Seatee WA 981041576 USA tal 206.521.9091 J�`VdII.A. W.9 ^�S. � �{ � . � ; yyp C . a . -i2 coevalcNr: PROJECT NO: 24735.4 SHEET NUMBER REV: DRAWN BY: J.CURTIS er lelcAw.droes..wm.a�w.a..Iwlw. fa: 206.521.9095 W' "'6r ` !O M • • % CHK'D BY: L. �. cdw •� w �d�.a w.n.drd. uom m. em..a..a fit, + s'F �' p�,p CP332 NO. GATE APPR OES.RIP. SCALE: HORIZ: 1'=10' VERT:I =S awiicvu.I,ewnmtld an.vd.5nep hwinp. wY b.WidO �Y b,ypwJ OVa. a�v.N dbulun �14� 79Q73 �aA REVISIONS DATE: 2012-03-30 cromlcleozoiz is caouv 1 2 3 4 5 6 27+50.00 30 30 D 28 _ 28 D 26 _ _ 26 24 _.._-----_ -3.6% -3.1% _.—..� 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 C C z7+zs.ao 30 30 28 28 26 26 24 -4.0% -2.8% 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 8 B 27+00.00 30 30 28 28 26 24 .. -3.4% -2.0%_ _ - 24 .C!'I A 22 22 AUG 0 6 2012 A 20 20 COMMUNITY 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 8b8 DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SIIBCONSIILTANT SEAL CLIENT CITY OF TUKWILA PROJECTTITLE ANDOVER PARK W SHEET TITLE CROSS SECTIONS i�i�fi� Consulting Engineers 1601 Flfth Avenue, Suite 1600 Seattle, Washington 98101-3665 IBI GROUP 801 Second Avenue -Suite 1400 ,�dILA q Jar,-.--•. �.y (2061 622-5822 Fax (206) 622-8130 IBI Seattle WA 981041576 USA GROUP tel 20fi.521.9091 fax 20fi.521.9095 �a'� S ; V-�, f,,^� COPYRIGHT' caw dw a wm.a m •m..�. wm w e•.i.o..4 PROJECT NO: 24735A SHEETNIIMSER CP333 REV: DRAYMO+"t BY: J. CURTIS 7 4 N N CHK'D BY: L. WIND No. DATE APPR ol:scRPnoN SCALE: HORIZ: 1'=10' VERT: 1'=5 bmn4eon..ro nvnti °'•Me °i"ro'•^"°i i0n11° Iel mdn a, roPw•Ierd. a�..6o m`a.m. 7903 REVISIONS DATE: 2012-0330 co°rwcHrex°.s Iel caou°I 1 2 3 4 5 6 28+25.00 32 32 30 30 D 28 28 D 26 ----------- 26 24 '---. -3.4% -3.2% _ ._..� 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 86, C C 29+00.00 32 32 30 30 28 28 26 _- — —_ — —- 26 24 — — -3.1% - '� 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 B B 27+75.00 30 30 28 28 26 ----�---- 26 E 24 —'- -3.4% 24 A 22 22 AUG 062012 A 20 20 COMMUNITY 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 8ba DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUT°-CONSULTANT SEAL WENT CITY OF TUKWILA PROJECT TITLE ANDOVER PARK W SHEET TIRE CROSS SECTIONS fii iffi Consulting Engineers 1601 FlFth Avenue, Suite 1600 Seattle, Voshington 98101-3665 IBI GROUP 801 S—d Avenue - Suite 1400 N11LA, J�`,,..•••-., W.9 (206) 622-5822 Fax (206) 622-8130 IBI Seattle WA 981041576 USA GROUP tel 206.521.9091 (� ,✓_+`r�T "`.`SS J'. ^ ! 'i G�� �Q \.,�-� 10, COPYRIGHT: Am...mmm�de'.oawe.xr.y m,.°ri PROJECT NO: 24735.4 SHEET NUMSER REV: DRAWN BY: J. CURTIS .Woiia°glBl Gmip ibNehrtW awWw�wn... fax 206.521.9095 'O CHK'D BY: L. WI Gmp tl�l q ibmM W �ry nrbibr.lmm °y °r�a�.N P pPa'Y Etld. Vp'r6N wN YbYsnt 190E CP334ND N0. OATE APPR OE.CWT. SCALE: HORI2: 1'=10' VERT: 1'�' REVISIONS DATE: 2012-03-M covmlcHro z°Iz rei cRouv 1 2 3 4 5 6 29+00.00 32 32 30 30 D 28 28 D 26 ice---_ .__ ..-- 26 24 _ _3.6%_ - -3.97 i 24 22 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 C C 28+75.00 32 32 30 30 28 28 26 s - - - -- --- - -- - i 26 24 �'� -3,4% .... -3,9% 24 22 22 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 1120 20 30 40 50 60 70 808 B B 28+50.00 32 32 30 30 28 28 26 ice`----.____ _ 26 24 _`"-_.,� -3.3% -3,5% .. 24 22 _ 22 RECEIVE A .. .. .. A 20 20 1880 AUG 0 " 2012 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 86" COMMUNml DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONS MO SEAL cu CITY OF TUKWILA PROJECT ANDOVER PARK W CROSS SECTIONS Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 IBI GROUP 801 Second Avenue -Suite 1400 IBI Seattle WA 981041576 USA GROUP tal HULA, r�'J `� •{�^' j i�G', COPYRIGHT: PROJECT NO: 24735A SHEETNUFISER REV: DRAWN BY: J. CURTIS .uinMaglel c"°�`amu°'M1 w,m"°'"'"'o"°•'^"• aawxm,.aw.a o,aa..„wim „ea 206.521.9091 iaz 206.521.9095 i,4 �.-1 WO(�' ` CP335 ♦ M • . CHKD BY: L. NO. DATE APPR DESCRwTNxo SCALE: HORI2: e��e°i •'^'e'0 19U8 REVISIONS DATE: 2012-03J0 cormwHrezou rel caow 1 2 3 4 5 6 29+75.00 30 30 D 28 28 D 26 26 24 " 24 22 _---__-----_.—....--- 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 C C 29+50.00 32 32 30 30 28 28 26 26 24 v J 24 22 - 22 20 20 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 868 B B 29+25.00 32 32 30 30 28 28 26 i^----------- 26 22 - — '12-00?n 22 20 20 - AUG 0 6 2012 1880 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 B88 COMMUNITY DEVEI ,"E 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBLMSULTANT SEAL CUENT CITY OF TUKWILA PROJECTTRLE ANDOVER PARK W SHEETTrrLE CROSS SECTIONS iii— Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 181 GROUP 801 Second Avenue - Suite 1400 IBI Seattle WA 981041576 USA �J�Ni1LAq$ COPYRIGIR PROJECT NO: 24735.4 SHEETNUMBER REV: GROUP tal 206.521.9091 JJ{�-.��tM* �y'7 DRAWN BY: J. CURTIS a is cmw.mnea.M1 wnn.n a:�.�,m..ir �... fax 206.521.9095 W O # # # # CHK'D BY: L. WIND rrpor�b41a4tlinn.an WwMeoti nn tlupbWl81 ammtl .INMMnM M�YnMnr�Fom lM M1w�b��q � x•.. —../ NO. GATE APPR DEscRIPTKIN SCALE: HORIZ: 1'=10' VERT: 1'=5' m ai cvo+oa�wo +e.m.c.+n beva< 7908 REVISIONS DATE: 2012-03-30 fAPYBIGI? O Mtt BI GROLP ID IC I 3 4 5 O ABOVEHARDSCAPE (E) CANOPY (E) EDGE MALL SIGNAGE (E) SEE CIVIL DWGS TO REMAIN SEE CIVIL DWG A Typ PARKING OVERHANG, TYP FENCE, TYP PEDESTRIAN LIGHTING, SEE TO REMAIN CURB (N) TO BE REMOVED TRASH RECEPTACLE, TYP 36" MIN LANDSCAPE► TO : • ..- LANDSCAPE AREA • , PLANTER WALL TYPE A2 .-. NGS 1 o • WALL TYPE A • • • • • • • • MINIM fmi ®� �l� 1 •Dome a s�.rme Ilii�t7 r�����r��iCeh®4i1r�l��� �m��J�m �a�®��®®®�� t li110011 � wm® m®�mrmom®burl Iu'�\filif[lifi�®filllllififilil�fifif[lift.��—�.�.11i�f[711111flfiffllffli1�11ildtll it i{�i�fifi I�Iliilllfilifi fif1 fif#lift fifif± f!®Ili 9�11f�l��1��1��[f11�A�11llillll�I�INN��I���A1��I��AAII�I®RI��AA�I�AI�I���I�Ib�lA�19��1A��AR��AAI�I��IIE�I��I�I�If�9111i SIDEWALK RAMP (N) \� SEE CIVIL OWGS \\ SIDEWALK (E) TO BE REMOVED R/W .. SEE CIVIL DWGS SIDEWALK RAMP (E) TRANSIT CENTER NEWSPAPER RACKS, TYP 24' TACTILE TO BE REMOVED MARKER WARNING EDGE ,:yly SEE CIVIL DWGS BICYCLE RACKS, TYP ROUTE MARKER TRANSIT BAY #2 CANOPY N CONC PLANTER WALL HANDHOLE (N) EDGE ABOVE, TYP M TYPE B2 CONC PLANTER WALL SEE ELECTRICAL TYPE B DWGS, TYP UTILITY VAULT (E) CURB (N) CURB (E) TO REMAIN SEE CIVIL DWGS TO BE REMOVED SEE CIVIL DWGS ANDOVER PARK WEST ROADWAY q LIMIT OF LANDSCAPE WORK 1B'_0" A 9�I y SIGN TO RELOCATED EMERGENCY CALL BOX, TYP I RECEIVED A A AS101 AAub 0 6 20121 1 SOUTHBOUND STOP SITE PLAN - END coMMUNiTY DEVELOPutEAT 16' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE CITY OF TUKWILA TRANSIT CENTER SB SITE PLAN IBI GROUP NJILA 1 801 Second Avenue -Suite 1400�._..wqs EN D Seattle WA 98104 1576 USA j \y COPYRIGHT: IBI OI ll PROJECT NO: 24735.3 SHEET NUMBER REV: a�oeviai cosicanaae��wma'�a.�•'y�:win:.< te1206.521.9091 Wi,Q DRAWN BY: B.SCHANS P.c.moc. :.cwo-umrs:n.�wmy ..am fax 206.521.9095 c�P�•Ilmmm,,,.e a..y w,�ua,. ea„ma nm.,,.w,rs.m - - - A`.,� -;�;,r CHK'D BY: L. MANGIN AS101 is cmoror.o Imro,� Smea • ro�triveonudnmee NO. DATE APPR DEB.RI-I.N 1906 SCALE: 1Ell" ace REVISIONS DATE: 2012-04-02 DI CI 3 4 Iw z J D III 4 5 6 CONC CURB (E) CURB (N) LANDSCAPE CABLE TO REMAIN SEE CIVIL DWGS FENCE, TYP SEE CIVIL DWGS I I 22'-0• 18'-0" 22'-0" qq irr� MIN 'RECEPTACLE, TYP PEDESTRIAN LIGHTING, TYP 20'-0" 7 CONC PLANTER WALL I TYPE A3 19'-0" C 7'-0" 1 9'-0" CONC PLANTER WA LLU TYPE A2 CONC PLANTER WALLI TYPE A 22'-0' 18'-0" �I w z J I= U p i� 10 36" MIN PARKING OVERHANG, TYP SEE LANDSCAPE DW S I I 22'-0" �I 9'-0" 7'-0" z s m RAPIDRIDE TECHNOLOGY PYLON 77 CONC PLANTER CONC PLANTER RAPIDRIDE BLADE SIDEWALK (E) CANOPY (N) WALL TYPE B ROUTE MARKER TO BE REMOVED WALL TYPE B2 EDGE ABOVE, TYP MARKER, TYP TRANSIT BAY #1 BUS APRON (E), SEE CIVIL (E) SIGN TO BE CURB (N) HANDHOLE SEE DWGS, TYP SEE CIVIL DWGS STREET LIGHT (E) ELECTRICAL DWGS, TYP TO BE RELOCATED CURB (E) RELOCATED SEE CIVIL DWGS 24" TACTILE TO BE REMOVED SEE CIVIL DWGS WARNING EDGE BUS APRON SEE ' CIVIL DWGS, TYP. ANDOVER PARK WEST ROADWAY RECEIVED['/� A A AS101 AS102 AS102 A�AlOU U 6 20121 z SOUTHBOUND STOP SITE PLAN - MIDDLE COMMUNITY AS102 11B"=1'-0" N DEVELOPMENT °1. 16' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECTTITLE SHEETTITLE CITY OF TUKWILA TRANSIT CENTER SB SITE PLAN IBI GROUP - 17-�, MIDDLE 801 Second Avenue - Suite 1400 IBISeattle WA 98104 1576 USA COPYRIGHT: C,gp[Jp PROJECT NO: 24735.3 SHEET NUMBER REV: v r.praawwnammw.lp..pwmn..m.p tel 206.521.9091 fax 206.521.9095 __ t11�?�Y - J= DRAWN BY: B. SCHANS CHK'O BY: L. MANGINsm AS 102 ul&Grauplopr.pprrnel mlue pouee qw­m Hcncs�eonu^bmwa NO. DATE APPR DESCRIPTION 7 908 SCALE: 1 �" = 1'-0" —'RIGHro zo 1IeIGROUP REVISIONS DATE: 2012-04-02 2 n n C4 ID IC 3 4 5 6 CI I :. .. TO BE RE VED SEE CIVIL DWGS o .. -.• SIDEWALK (E) TO BE VI MO 1_ Q Q SEE CIVIL 64 Po Op P oP PP Po PP oP 4P P R ? — SIDEWALK (E) _ ...� TO BE REMOVED 1 - R/W TELEPHONE CONIC PLANTER MANHOLE (E) WALL `-- .... ... ELECTRICAL PEDESTAL SIGNAL POLE (E) — AND CONCRETE PAD (E) PEDESTRIAN LIGHTING, TO REMAIN ----- — — — --- TO REMAIN TYP 24" TACTILE CURB (E) WARNING EDGE TO BE REMOVED SEE CIVIL DWGS ANDOVER PARK WEST ROADWAY q RECEIVED �AS104 — — — — — — — — — � A AS103 AS102 AS103 �----�--�—� I f MATIC�`��E 0 6 2012 s SOUTHBOUND STOP SITE PLAN -CORNER COMMUN{TY �� DEVELOPMENT AS103 1t8"=1'-0" n ° e 16 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECTTITLE TRANSIT CENTER SHEETTITLE SB SITE PLAN GROUP h"qs CORNER 801 Second Avenue- Suite 1400 80 ��,�w�La, IBISeattle WA 98104 1576 USA COPYRIGHT: CROP ..t j L �' PROJECT NO: 24735.3 SHEET NUMBER REV: myaarowoon r.r..y wm�w,.rn.,, au reea ey lel Grau�p¢rwdeaen wmenema.:b.asmr n..e P�wnl. tel 206.521.9091 feu, 206.521.909� ¢_} i DRAWN BV: B. SCHANS mrwnm.a,ro,mm as moo me roc, elaeb G h ,��s. CHK'D BY: L. MANGIN AS103 ---- �uspallbiNomrebsnynre0onshomNeamensinsana .p. snone.,.„nc. w.ws.b„ma ro I6lGmpror apprpwl blare pocaeonp vnn percabn. NO. DATE APPR DESCRIPTION 7 90a SCALE: 116" =1'-0" REVISIONS DATE: 2012-04-02 6 -CHLINNEE �I t0 I BI 3TRIAN ING (E) TO N I I —ASIII — ,: I I ;� - 1 I _ — — — iIwo AS107 �� MATCHLINE P-12 —00 7 12._D" 13'-5" yrA_ a+� RE V ENED A AUG 0 6 2012' A COMMUNITY DEVELOPMENT a NORTHBOUND STOP SITE PLAN - CORNER A5109 1 f8" = 1' 0" ° 1. 16 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECT TITLE TRANSIT CENTER SHEET TITLE NB SITE PLAN IBI GROUP CORNER 801 Second Avenue - Suite 1400 IBSeattle WA 98104 1576 USA CRQ J�...v....wgs Oi+ ,C) COPYRIGHT: PROJECT NO. 24735.3 SHEET NUMBER REV: o,mmweea bear wrw,a anar men uAaW°w. a e' tel 206,521.9091 's DRAWN BY: B. SCHANS pa rom 5.�maaaR SaNww a.na� fax 206,521.9095 j= - - - CHK'D BY: MANGIN waaw lro ��ip�am 1.r. m�ana m. aHawKaw.m `1.,. AS 104 ---- NO. DATE APPR DESCRIPTION i SCALE: 18"=1'-0" b ecro�pro pPvaieatore Paaeeng�v."m ynasuhnm.e %9Qa REVISIONS DATE: 2012-04-02 cowRicHromn iai cR—P 1 2 1 3 1 4 1 5 1 6 ROADWAY rL D D W W Z Z ANDOVER PARK WEST J � Q BUS APRON (N), Q SEE CIVIL DWGS, TYP CONC WALL WALL (E) 24" TACTILE CANOPY (N) CONC WALL TRASH RECEPTACLE, CURB (E) TYPE 8 PORTION TO BE REMOVED WARNING EDGE EDGE ABOVE, TYP TYPE B TYP TO BE REMOVED SEE CIVIL DINGS SEE CIVIL DWG I RAPIDRIDE SIDEWALK E EMERGENCY ROUTE MARKER STREET LIGHT (E) EMERGENCY CALL BOX, CURB N —TECHNOLOGY —TO BE REMOVED —CALL BOX TRANSIT BAY Q1 -- TO BE RELOCATED TYP. ( ) _ _ SEE CIVIL DWG PYLON SEE CIVIL DWGS 2 RAPIDRIDE BLADE AE102 MARKER, TYP R/W Pa P Cr q-----------------------� ° a emu+ �.4 0 m I. in N I u N I I C_ _ _771 — Z — — — — — — — g �•-0" 9' 0" 9, 0" 9-0" 9' 0" 7' 0" !` 9' 0" 9'-0" 9'-0• „i 19'-0" 22'-0" 18.-0.. \ 22'-0" 19'-0' 20'-0" 19!-0" �) 22'-0" / 18'-0' LANDSCAPE CABLE I I I u, I FENCE, TYP I B ���� CONC PLANTER WALL B CONC PLANTER WALL CONC PLANTER WALL 36" MIN PROPERTY LIGHT (E) TYPE B2 TYPE A3 TYPE A PARKING OVERHANG, TYP TO BE RELOCATED CONC PLANTER WALL SEE LANDSCAPE DINGS SITE LIGHT O E SITE SIGNAGE (E) TYPE A3 TO BE RELOCATED NEW LOCATION 8 7 6 5 4 3 2 AS104S105\ AS105 AS106 ICS)NORTHBOUND STOP SITE PLAN - MIDDLE AS105 118" = 1'-0" /Z -007 REECOMVED A AUG 062012 A COMMUNITY DEVELOPMENT Nz� 6' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB�CONSULTANT SEAL CLIENT PROJECT TITLE SHEET TIRE CITY OF TUKWILA TRANSIT CENTER NB SITE PLAN IBI GROUP 801 Second Avenue - Suite 1400 J°i,:,,w.9s MIDDLE IBI Seattle WA 98104 1576 USA r S poZ COPYRIGHT �,`gOUp $iJ PROJECT NO: 24735.3 SHEET NUMBER REV, W tel 206.521.9091 �a a fax 206.521.9095 Ktil'p M1 j= DRAWN BY: B. SCHANS P '!. CHK'O BY: L. MANGIN AS 105 ���� h Bamuphr appwa, eehre p°ue°ep wpm hdsav°n �� NO. DATE APPR DESCRIPTION 1908 SCALE: 1f8"=1'-0" zo++ iai aftouP REVISIONS DATE: 2012-04-02 ID K WEST IC I DI CI a s NORTHBOUND STOP SITE PLAN - END E/Z --0 0 7 RECEIVED A AUG 0 6 2012; A COMMUNITY( DEVELOPMENT ° 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBL NSULTANT SEAL CLIENT PROJECTTITLE SHEET TITLE CITY OF TUKWILA TRANSIT CENTER NB SITE PLAN IBI GROUPEND 601 Second Avenue - Suite 1400 �Jud�LA lygLS IBISeattle WA 98104 1576 USA COPYRIGHT GROUP tel 206.521.9091 ✓Q .>n `i PROJECT NO: 24735.3 SHEET NUMBER REV: °w •m fax 206.52195 W�1` q 1 O DRAWN BY: B. SCHANS wmp„o,,.,,mmepp,p.,p, c,pv,noz web tl 31 .90- 2 pop,el.m�,ll wp.,p:op„m „pemon:,pm. pe. CHK'D BY: L. MANGIN AS 106 roi&Gmupmrap�pmale,mre9poh p d w-homr....me NO. DATE APPR DESCRIPTION J8(�6 SCALE: 118"=1'-0" REVISIONS DATE: 2012-04-02 ID I I AS10_4 �AS107 MATCHLINEE DI CI 2 -aa7 ofRECEIVED A 7 BAKER STOP SITE PLAN - END 21 AUGA G 0 6 201 COMMUNITY DEVELOPMENT 1 B 16 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECT TITLE TRANSIT CENTER SHEET TITLE BAKER SITE PLAN IBI GROUP �;,qs END 601 Second Avenue - Suite 1400 �� IBI Seattle WA 981041576 USA (a`]�O� O COPYRIGHT: PROJECT NO. 24735.3 SHEET NUMBER REV: Aay nPananroa wdsb�wmn roranw m�a amar man b w�•� ,lBIG—, n°a .. canvapmrszna �.znry,ne ew. tel 206,521.9091 fax 206.521.9095 Oil !,O DRAWN BY: B.SCHANS CHK'D BY: L. MANGIN maloe aaa iei pmaa e. �aoP.aa �r.a�naaa m. °rown:ba•.a° ° AS 107 NO. OATS APPR DESCRIPTION SCALE: 1IN' V-0" m leiGmuPlor approval EelarePnocee°ns�m�auonubn�Ge 1998 REVISIONS DATE: 2012-04-02 BI GROUP ff u I I e A s 1 SUBLONSULTANT f PVRIGHT: vonry on e ina loE &G pb,aBp PIRIGHT 0 NB caBon. BI GROUP r 4 5 6 2 NOTE: GRID AE302 GRID SEE SHEETS AE103 ROOF PLAN & AE 104 REFLECTED CURB (E) TO REMAIN CEILING PLAN SEE CIVIL DWGS TYP I I CONC PLANTER WALL TYPE A2 LANDSCAPE AREA SEE LANDSCAPE DWGS - 1•_ -p" 1•-1•-1 0 18'-0" TYP r YPTYl— — 20'-0" TYP— fY ITYF D" TYP ITY TYP I I r_ O .. .... . oa •I - .., ..... - .. 0. TYP,__TYP cy . .. .. .... .. .. �D6 -0; ....2•-0' 2 -p"7, 0" L N Hli Y J " O" TYP TYP - TYP TYP �. .. TYP ..... i �,.. TYP TYP .... - ..IRK 0'CLZ CE — C - -. .... .... .. - TYP TYP I C ( I � AfL w o a o w O QO O 0000Q0 OO Q O. O0 .O .O O Opo� 0 �OoOOOQOP90ONO O QOOQ OPQO OQ OOO Oo O PQO 00 O OOO -I EQ EQ EO EO TYP TYP TYP TYP 1 AE202 B'-0" TYP 1 SOUTHBOUND TYPICAL SHELTER PLAN ROUTE MARKER, TYP 24" TACTILE CANOPY EDGE SEE ARCH SITE PLAN TRASH RECEPTACLE, TYP WARNING EDGE, TYP ABOVE, TYP FOR LOCATION PEDESTRIAN RAPIDRIDE BLADE MARKER' TYP EMERGENCY CALL BOX MOUNTED AE202 LIGHTING, TYP ONLY AT TRANSIT BAY g1 TO PEDESTRIAN LIGHTING, TYP B o O O DO 0 0 0 0 0. O 0 C. 0 0 0O.d0p-.O O O 0 O O o O O 0 0 0 O 0 Q O- O O d p p O O O Q O O: - O 0 0 O O :O - 0 O 0 O O Q O O O :d 0 O O O 0: 0 O- O O .6 Q 0 0 O G P Q O: O. - o 0 .0: 0. 0, O Q 0 O O- - O O:: O O o - O Q :O tV O P-4- LANDSCAPE AREA o (� WINDSCREEN I SEE LANDSCAPE DWGS FRAME. TYP n J WINDSCREEN - , - r_ KING COUNTY METRO 0 GLASS PANELS, TYP ' o INDIVIDUAL SEATING, TYP iV O b J CONC PLANTER WALL 5'x8' ADA REQUIRED CLEARANCE FOR BUS I TYPE B2 I 3'x4' ADA REQUIRED LOADING .__-_-- CANOPY COLUMN ,TYP—"'-----""" CLEARANCE FOR--_.—_ RECEIVED SEE STRUCT DWGS._...._ _ WHEELCHAIR——' A LANDSCAPE CABLE A GRID CONC PLANTER WALL GRID 3 ' GRID 2 FENCE, TYP 0 S It'! 2012 CURB (E) TO REMAIN TYPE A AE202 AE303 AE303 CONC PLANTER WALL � SEE CIVIL DWGS TYPE A3 N cOMMUNiTlt 2 NORTHBOUND TYPICAL SHELTER PLAN PARKING OVERHANG TYP MIN o a e QEVELOROENT AE102 13^=r-o^ SEE LANDSCAPE DWGS 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBLONSULTANT SEAL CLIENT PROJELTTITLE SHEETTRLE CITY OF TUKWILA TRANSIT CENTER TYPICAL SHELTER IBI GROUP 801 Second Avenue - Suite 1400 J`� � :,,h'q PLAN IBISeattle WA 98104 1576 USA to COPYRIGHT: CROUP O1a'+" PROJECT NO'. 24735. tel 206. 521.9091 44 ¢Y .ifi 3 SHEET NUMBER REV : a :c Kmm na wen noew fax Wn;` f I t C) `Y1 DRAWN BY: B. SCHANS CHK'D BY: L. MANGIN i�c,ouoror, itemwH,1O _ oSnma�n "lrnei ncRwledPiwtion �"�� NO. GATE OESLRIPTISCALE: 13= 1'-0" ____ APPR REVISIONS ODATE: 2012-04-02 100 C C _ I DOWNSPOUT, 2 PER ItT GUTTER, TYP B. GRID 1._0. 1'_0" GRID e" B" GRID 1._D" a CANOPY GUTTER, TYP �20'-0" 16'-B" O1 I TRELLIS JOIST, TYP SEE STRUCT DWGS I n. a Z TRELLIS BEAM, TYP o SEE STRUCT DWGS �a a I I TYP �j TRELLIS COLUMN, TYP GRID — — — — — — — B a I SEE STRUCT DWGS B i STAY ROD, TYP SEE STRUCT DWGS41 L I II I I I f I e w '� - -- 6 _2•-41 2•_6• TYP TYP a °D 1'-0" TYP N I B 1._4" TYP 11,_D„ CANOPY COLUMN, TYP SHELTER CANOPY, TYP SEE STRUCT DWGS STAY ROD, TYP TRANSLUCENT CANOPY BEAM, TYP SEE STRUCT DWGS ROOF PANEL, TYP SEE STRUCT DWGS 1 SOUTHBOUND CORNER PLADA TRELLIS ROOF PLAN 2 TYPICAL SHELTER ROOF PLAN A� AE103 1 C4" = 1'-0" AE103 1 L4" =1'-0" R C E R V E D A AUG 0 6 2012 A COMMUNaT7 DEVIFiff �L IN 0 4' B• 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECTTITLE SHEETTITLE CITY OF TUKWILA TRANSIT CENTER ROOF PLANS IBI GROUP 801 Second Avenue - Suite 1400 J ....•—•�:�, q IBI Seattle WA 98104 1576 USA 4 COPYRIGHT: GROUP Oj jj \ ♦7 PROJECT NO: 24735.3 SHEET NUMBER REV: awaeam•o.em�mvon w�m�a mnan'an teI 206S21.9091 w •.a.. tax 206.5219095 �\ DRAWN BY: B. SCHANS �b.�ow.ii ea-naro w� reap alaa� - - - �.,`a. �� CHK'D BY: L. MANGIN AE 103 ISG_p w ibeiprep sceaain vnn iam�aeon. �� NO. DATE APPR DESCRIPTION 19D8 SCALE' im"=1'-0" pcopyRIGHT-11REVISIONS "4 DATE: 2012-04-02 1 2 3 1 4 5 1 6 ID IC IB 1 SOUTHBOUND CORNER PLAOA TRELLIS REFLECTED CEILING PLAN AE104 1 C4" = 1'-0" DI CI 1,_O" VI\IV B" CANOPY GUTTER, TYP �20'-0" 16'—B" 3'-9" 4'-0" I 4'-0" If 4'-0" � 3'-9" I < I I — B r0 N I I in O O O O O O1 O -N CANOPY COLUMN, TYP SHELTER CANOPY, TYP CANOPY LIGHTING, TYP SEE STRUCT DWGS SEE ELEC DWGS STAY ROD, TYP TRANSLUCENT CANOPY JOIST, TYP CANOPY BEAM, TYP SEE STRUCT DWGS ROOF PANEL, TYP SEE STRUCT DWGS SEE STRUCT DWGS 2 TYPICAL SHELTER REFLECTED CEILING PLAN AE104 1C4"=1'0" C� A A AUG 0 6 2012 COMMUNITY �. DEVELOPWjjj;ai 4• B• 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECTTITLE SHEETTITLE CITY OF TUKWILA TRANSIT CENTER REFLECTED CEILING IBI GROUP IBI 801Second Avenue -Suite 1400 �o�"'- `�qs PLANS Seattle WA 98104 1576 USA COPYRIGHT: GROG OJT �"a y �j�: PROJECT NO: 24735.3 SHEET NUMBER REV: n e: tel 206.521,9091 Mmea er iei c.o�i mee.�wm�1e..n:l n,.R tsl• Ta O DRAWN BY: B. SCHANS e rK �em fax 206.521.9095\.4 j= wn.eM - - - kCHK'D BY: L. MANGIN AE104 c,euPan.oe.Imw.wea..r ".e.�:rvw. me am.Km...m f•'�. .r' 1 mrw. a .b a r -er�v� -d '- NO. GATE APPR DESCRIPTION )908 SCALE: 114"=1'-O" cowwcH*emu iei caouv REVISIONS DATE: 2012-04-02 ID PEDESTRO CONIC PLP IC SOUTHBOUND CORNER PLADA FRONT ELEVATION AE201 1 C4" =1'-0" T.O. COLDD_ 15 —0 �J T.O. TRELLIS 9 —911 T.O. CAB_LE3 —�13ENCE0 n � T.O. WALL1 _g C _TO SIDEWALK 0 _O T.O. COLU� 15 —0 B I I I I B PEDESTRIAN LIGHTING T.O. TRELLIS —9. 9 CONC PLANTER WALL TYPE A2 LANDSCAPE CABLE I I FENCE, TYP T.O. CABLE FEN_ CEO 33 —10 _ T.O.14ALL n T.O. SIDEOWALOK RECEIVED A A z SOUTHBOUND CORNER PLAIIA BACK ELEVATION AUG Q 6 2012 COMMUMTY /z - 0O7 DEVELOPMENT B' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECTTME SHEETTITLE CITY OF TUKWILA TRANSIT CENTER SB CORNER PLAZA IBI GROUP ,�.rJILA, ty- ELEVATIONS Se Second Avenue - Suite 1400 J ,,.r - _.Qs IBIseamewns61o41s7sUSA COPYRIGHT: PROJECT NO: 24735.3 SHEETNUMBER REV: W,ws. mn., ft. tel 206,521.9091 �.atl�: c o.noR.nax �.ntl,�ew fax 206.521.9095 d�E?` i O DRAWN BY B. SCHANS ,�r ��oo .non°m. am.�.h CHK'D BY: L. MANGIN IBIc p reppro+aloEelon�pmc.Nwp wm haK �onuemmee NO. GATE APPR DESCRIPTION 1908� SCALE: 10"=1'-0" AE201 Tom+I cRcuP REVISIONS DATE: 2012-04-02 ID PEDE! TRASH R RAPIDRIDE ONLI LANDSCAPE FEW CONC PLANTE T CONC PLANTE CONIC PLANTE T 1 2 3 4 5 6 TRASH fRECEPTACLE. TYP TYPICAL SHELTER FRONT ELEVATION AE202 1 "I = 1'-0" m C GRID GRID GRID GRID ONLY ATEBLADE TRANST BARK#1 TYP I1T.0._COLUMN _ _ _ T.0_COLUMN� 1 SS —0D CANOPY GUTTER, TYP 1 5T�0 �o CONC PLANTER WALL CONIC PLANTER WALL TYPE A2 TYPE A B I I I I B CONC PLANTER WALL TYPE A r5 T.O. CANOPY _ _ �; _ T.0_CAN_OP_Y 0" I I I I 10 -0 1'r II II II T.O. CABLE FENCE ------ T.O. CABLE FENCE 1 I I I 3_ p lu 1 II I T.O. WALL T.O. WAL 2 -4 "' 2 -4 _ I _ T.O. WALL T.O. WALL _. _. _ 1 6 T� 0. SIDEWALK N-T.O.SIDEW_ ALA A CONIC PLANTER WALL P§ E C E— A TYPE A3 z SOUTHBOUND TYPICAL SHELTER BACK ELEVATION 3 NORTHBOUND TYPICAL SHELTER BACK ELEVATION AUG11' AE202 1 C4" = 1'-0" AE202 1 C4" = 1'-0" O 6 2012 I,2 Od ? COMMUNMY DEVEL©PAOID IT ° e 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUBL NSULTANT SEAL CLIENT CITY OF TUKWILA PROJECTTITLE TRANSIT CENTER SHEET TITLE TYPICAL SHELTER IBI GROUP 601 second Avenue - suite 1400 ,�w�Ln, �, 9s"$ ELEVATIONS IBI Seattle WA 98104 1576 USA J .,. ;-•+..,, � j t PROJECT NO: 24735.3 COPYRIGHT mo' B anaa naw •_ ntl""' "0"w Ggppp tel 206.521.9091 JO j iZD{' laS1 iV i Z SHEET NUMBER REV: : DRAWN BYB. SCHANS _ _ aaaa e. faz 206,521,9095 .. - - - CHK'D BY: L. MANGINSh c o?vI ��� em r mmeem•�ae,m R'.,� AE202 ---- NO. DATE AP DESCRIPTION SCALE: m" =1'-0" mleiGmuoam Pcw+l as �e y« panp�u�i He,iuoonuemime 13 1J06 REVISIONS DATE: 2012-04-02 mII Iei OROuP t 2 1 3 1 4 5 1 6 ID IC T.O. TRELLIS 9—9-9'�J DI CI B w CONNECTION BRACKET GRANITE BOULDER B m a SEE STRUCT DWGS I 1 j w TRELLIS COLUMN CONIC PLANTER WALL GRANITE BOULDER w N SEE STRUCT DWGS TYPE B2 j� MALL SIDEWALK (E) LANDSCAPE 12 TO REMAIN o CABLE FENCE _ _ T.O. CABLE FENCE rk N O I \ 3'— 10 ,B" PLANTER ALTERNATE SEE LANDSCAPE DWGS a PAVING SURFACE 00 � i_ T.0_PCC C_ APB e o 1 _6-6 � 4 s ° ' T.O. SIDE WALK� _0 V RECEIVED SOUTHBOUND CORNER PLAEA SECTION AUG 0 6 2012 COMMUN:T-Y 2 60% C.D. NOT F 1 xfRUCTION 1 2 3 4 5 6 SUBLONSULTANT SEAL CLIENT PROJECTTRLE SHEETTITLE CITY OF TUKWILA TRANSIT CENTER SB CORNER PLAZA GROUP 80 ��w°�'• w,, SECTION 801 Secant Avenue -Suite 1400 IBI Seattle WA 96104 1576 USA s COPYRIGHT GROUP i t PROJECT NO: 24735.3 .rm SHEET NUMBER REV: tel 206.521.9091 airy fax 206.521.9095 u.�ib. IN - - - - �f`:*ZO DCHKO BY BL. . MANGIIN ____ IeIG p r.p Ioetwe Iam W fte NO. DATE APPR DESCRIPTION 1906 SCALE: ,Q"-,.-D'. AE301 m7 IeI GRGUP REVISIONS DATE: 2012-04-02 DI 11'-6" TYP 2'-6" rL 3" TYP TYP 7'-6" TYP TIP 3" TYP 6'-2" A -4• A TYP TYP V ;ISO. COLUMN I I T.O. COLUMN STAY ROD, TYP —^�J SEE STRUCT DWGS PEDESTRIAN LIGHTING TRANSLUCENT RAPIDRIDE BLADE ROOF PANEL, TYP MARKER BEYOND CANOPY BEAM, TYP ONLY AT TRANSIT BAY Q1 SEE STRUCT DWGS CANOPY JOIST, TYP it CANOPY GUTTER, TYP SEE STRUCT DWGS 12 R50'-3" - TYP Tn 0. CANOPY R50' TYP I I 11 T.O. CANOPY n 10 -0-0 R40' TYP 10—'70 � F==-==-- _- -- ROUTE MARKER, TYP rJ SEE ARCH SITE PLAN----------- FOR LOCATION rL L---WINDSCREEN RAPIDRIDE TECHNOLOGY PYLON FRAME, TYP ONLY AT TRANSIT BAY jjt CANOPY BEAM, TYP WINDSCREEN SEE STRUCT DWGS I I I EMERGENCY KING COUNTY METRO CONNECTION BRACKET, TYP BOX GLASS PANELS, TYP SEE STRUCT DWGS B a INDIVIDUAL �- I CANOPY COLUMN, TYP B a I CONC PLANTER WALL w F SEATING I I I I SEE STRUCT DWGS TYPE A m CONC PLANTER WALL a m z TRASH / CONC PLANTER WALL CONC PLANTER WALL TYPE B2 I CABLE LANDSCAPE CONC PLANTER WALL O I'J RECEPTACLE Z >- w� / TYPE A3 TYPE A2 TYPE A2 a a 18" PLANTER u z SEE LANDSCAPE DWGS T.O. CABLE FEN_ CE�1 p u 1 I 18" PLANTER 36" MIN l I 3 -1D N __ SEE LANDSCAPE DWGS PARKING OVERHANG, TYP � 1 � I I o SEE LANDSCAPE DWGS T.O. WALL o L �' T.O. WALL V2 4r— _ < 2p m o a. ^ j T.O. WALL 1 -6 I I o 1 1 TKO. (SIDEWALK -- T.O. SIDEWA-LK� 0 -0 0 0 . .. .. P ._ A 1 SOUTHBOUND SHELTER SECTION z SOUTHBOUND SHELTER PLANTER SECTION AUG 0 6 2012 A COMMUNMY DEVELOPP TENT 2' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECTTITLE SHEETTITLE CITY OF TUKWILA TRANSIT CENTER SB SHELTER IBI GROUP LA 801 Second Avenue - Suite 1400 �' s wSECTIONS IBI Seattle WA 981041576 USA 5 COPYRIGHT'. GROUP p ; PROJECT NO: 24735.3 SHEET NUMBER REV: Avr tel 206.521.9091 Q : --I Pec. e c am co n ry a e fax 206.521.9095 tilt AW B. SCHANS c a a _. pp - - - - •A y,Z CHK'D BY: L. MANGIN AE302 ---- s ma m ISl Graup lnr appmzl eerw. weuwinv w�norraeon. NO. DATE APPR DESCRIPTION J908 SCALE: 1 fd" = 1'-0" c—R.—Il let GROUP REVISIONS DATE: 2012-04-02 ID 3" TYP IC 11'-6" TYP 1 3" TYP C T.O_ COLUMN C I 15 0 0 STAY ROD, TYP �- PEDESTRIAN LIGHTING SEE STRUCT DWGS �- TRANSLUCENT ROOF PANEL, TYP - RAPIORIDE BLADE CANOPY BEAM, TYP MARKER BEYOND SEE STRUCT DWGS ONLY AT TRANSIT BAY g1 CANOPY GUTTER, TYP ' 12 it CANOPY JOIST, TYP R50'-3" SEE STRUCT DWGS TYP I n T 0. CANOPY _ _ I R50' TVP 1 I T.O. CANOPY 10 0' R40' TYP 1 D -D JI WINDSCREEN FRAME, TYP rL WINDSCREEN CANOPY BEAM, TYP KING COUNTY METRO I i SEE STRUCT DWGS i i RAPIDRIDE ROUTE MARKER, TYP GLASS PANELS, TYP CONNECTION BRACKET, TYP TECHNOLOGY PYLON SEE ARCH SITE PLAN SEE STRUCT DWGS J ONLY AT TRANSIT BAY Q1 FOR LOCATION CONC PLANTER WALL i CANOPY COLUMN, TYP 6 B TYPE A I a SEE STRUCT DWGS a 36" MIN EATINGAL a r CABLE LANDSCAPE TYPECONFENCE PLANTER WALL PARKING OVERHANG \ TYPE B2 SEE LANDSCAPE DWGS I \ TRASH w y z RECEPTRECEPTACLE36" MIN Q D. a N o o PARKING OVERHANG T.O. CABLE �FENCE 0 a U SEE LANDSCAPE DWGS I `� 3' 10" V U O iJ T.O. WALL o = ( `-r-�-' T.O. _WALL \J" 2-4" a m 2 -4 T.0_PCC C_ AP n 14 I I -- T.O. SIDEWAY '—''—��11JJ A 0 -0 T.0 SIDEWALK 0-0 -007 R+rEI sa1�� A 1 NORTHBOUND SHELTER SECTION 2 NORTHBOUND SHELTER PLANTER SECTION AUG 0 6 2012 COMMUNITY 0 2' 4' LIMAENT 60% C.D. NOT IF ONSTRUCTION 1 2 3 4 5 6 SUBCONSULTANT SEAL CLIENT PROJECTTITLE SHEETTITLE CITY OF TUKWILA TRANSIT CENTER NB SHELTER IBI GROUP ILA �J 801 Second Avenue - Suite 1400 J� w, SECTIONS IBI Seattle WA 98104 1576 USA S 4 1S COPYRIGHT: GjL�jJp 0;�. �i PROJECT NO: 24735.3 SHEET NUMBER JEVtel 206,521.9091�fax 206.521.9095 W•DRAWN BY: B.SCHANS ,CHK'D BY: L. MANGIN AE303 ml&GouonYePa+l eei'u'e p«aawg�vro2mreoon���e NO. DATE APPR DESCRIPTION 1908 SCALE: 1 Q" = 1'-0" cGPV .1a mnIBI GRGUP REVISIONS DATE: 2012-04-02 n T 0. COLUMN _ 15 -0 1'-0rL rL 2'-6" TYP 7'-6" TYP - TYP 1'-4 C 6'-2" TYP TYP I 1/8" RADIUS EDGE 2'-0 5/8" a TOOLED SCORE JT SCORE ° 1/8„ 44 4 JOINT 4 a D501 1 /8" RADIUS EDGE ° I �. ° .4 ° d I" CSBC FILL l ° d ° 1 4 PER CIVIL DRAWINGS ° TOOLED CONTROL JT 4 ° 4�.. ° c CONICCURB CONTROL 1�4 o ° ° °.. SEE CIVIL DRAWINGS JOINT 4' ° 4 4 COMPACT FILL (CJ) ° d PER CIVIL DRAWINGS 1 /4" RADIUS TOOLEDEDGE _ OF CONIC 4 SEALANT _III_I I n a 4 4 BACKER ROD EXPANSION a EXPANSION JOINT FILLER D501 JOINT °. (EJ) 4 4 1 /2" I I 2 TYP. JOINTS ATSIDEWALK3 TACTILE WARNING STRIP AD501 6" = 1'-0" liAD501 3" = 1'-0" FINISHED PLATFORM SLAB ° 1/2" CONTINUOUS. BACKER GROUT DETECTABLE WARNING STRIP ° ROD AND SEALANT a ` SLOPE CIP CONIC WALKWAY DETECTABLE WARNING STRIP GROUT BED EXPANSION JOINT ° CONTINUOUS. JOINT ° FILLER TO FOOTING ° °" . , ° SIDEWALK PER CIVIL Z Qa ' . d DRAWINGS 1 g 4 ° CIP PLANTER, PLINTH 4 a 4 yQ ,': 4. 4 .a OR SHELTER WALL AS 4 ° ° ° n co OCCURS d Q 8". MIN. °. 6 4 ° d: 'oQ 4. I —III I —III —III ° IIIIIIIEI _ = BASE COURSE AND SOIL 4' ° ° d 0 ^ Q III—III=III—III- PER CIVIL DRAWINGS SEALANT ° —_ —_ FOOTING PER _ _ °4,. STRUCTURAL DRAWINGS NOTE: SEE DTL 8 FOR TYPICAL CALLOUTS AND DIMENSIONS JOINT FILLER a s TYP. EXPANSION JOINT AT CIPC WALL TACTILE WARNING STRIP TRANSITION a TACTILE WARNING STRIP TRANSITION AT CURB AD507 3" = 1'-0" AD501 6" = V-0" 6l2 -00 7 RECEIVED AUG 0 6 2012 COMMUF i, •, DEVELON Liar 60% C.D. NOT FOR CONSTRUCTION SUBCONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECT TRUE TRANSIT CENTER SHEET TITLE DETAILS IBI GROUP 801 Second Avenue - Suite 1400 Seattle WA 981041576 USA IBI tel 206.521.9091 ILA w qs f a a �.. R""• y o` .?:� COPYRIGHT: Aree erx Twee PROJECT NO: 24735.3 SHEET NUMBER REV: DRAWN BY: B. SCHANS a��oso •"ire _ w �^ an .:; ..Jz G �eil� Mmread ar��bon��be 6m�e.GctlnsGeM fax 206.527.9095 U1' 4 .,. •.-V N^,; �. AD501 ---- CHK'D BY: L.MANGN NO. DATE APPR DESCRIPTION SCALE: smpae rigs snaev sueTMvoe tel&GiouO rappwal osrwepvrevenp wm leUvetivn 1908 REVISIONS DATE: 2012-04-02 ial GAWP CONTINUOUS SEALANT 1/8" TRANSLUCENT PANEL END CAP 5/8" SEE DTL 4/— THIS PANEL ENDS SHEET FOR EXPOSED FASTENER GASKET, TYP 3/8" CONTINUOUS. ALUM. �RXFd�LUCENT PANEL INFORMATION ALUM FLASHING W/ HEMMED EDGE BY CORRECTLY DRIVEN ------------ :4 ALUM EDGE CAP . .. ........ . — \ ON ALL 'FREE" EDGES D TRANSLUCENT PANEL MFR ALUM EXTRUSION BY TRANSLUCENT PANEL BY TRANSLUCENT TRANSLUCENT PANEL CLEANED AND 3/4" — BARREL VAULTED PANEL MFR TRANSLUCENT PANEL — BARREL VAULTED MFR FASTENERS AND ALUM PREPARED SURFACE PER MFR N RECOMMENDATION, UNDER 3 .. TRANSLUCENT CLEAT BY TR PANEL MFR DRIVEN TYP. CONTINUOUS. 1 /2" THK. BLACK NYLON CANOPY JOIST �A ii �IIfE: CONTINUOUS. 1/2" THK SEAL AND GASKET CONNECTIONS x 3" BLACK NYLON PER TRANSLUCENT OVER SPACER PANEL MFR DRIVEN 1 TRANSLUCENT PANEL EDGE CAP z TRANSLUCENT PANEL TRANSITION s TRANSLUCENT PANEL RAKE Ii 4 PROPER GASKET FASTENER INSTALL 3" DOWNSPOUT AS NOTE: DRIP EDGE SPECIFIED, MATCH AND CAP ASSEMBLY 3/4" SEALANT & BACKER SECTION COLD —ROLL OF STRAP BY TRANSLUCENT ALL AROUND ROD (AROUND FULL TO OD t w PANEL MFR. I PERIMETER OF , COLUMN) (3/8"L) FASTENER TYP EPDXY < > I I DS SCREEN, TYP h EDGE TOOLING I I _ _ _ _I_ _ _ METAL GUTTER I 8 GA. SS BRAKE I FORM GUTTER I 1-1/2"W 12 GA SST P L A N STIFFENING PLATE SET IN I DOWNSPOUT STRAP EPDXY BED ALL 3 SIDES, p' : a I LU M MATCH GUTTER MATL 4"" o _N ° 5/16" 3/4" 1-1/2"W 12 GA SST DOWNSPOUT STRAP n N E EO PROVIDE (2) SST THREADED HEX HD SET ° a SCREWS ° 3/4" RUBBERIZED 00 1 j 40X 4 TSOR > SS DOWNSPOUT STIFFENER AT 7'-0" OC I EXPANSION JOINT I FILLER — CONTINUE TO ELEV �I N _ I I STEEL PLATE BASE NOTE: SHOP FABRICATE COLLECTOR & CONNECTION 2 1 / 2„ E L E V t STIFFENING PLATE 2" DIA. SS 00 i ASSEMBLY P SCHED 40 to DOWNSPOUT 5 TYP. DOWNSPOUT STRAP s TYP. DOWNSPOUT AT GUTTER TRANSLUCENT PANEL AT GUTTER s EXPANSION JOINT AT COLUMN BASE AD502 6" = 1'-0.. AD502 NTS AD502 6" = 1'-0,. AD502 3" = 1'-0" v V '5� E D AUG 0 6 2012 COMMUN3TY DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION SUBCONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECTTITLE TRANSIT CENTER SHEETTITLE DETAILS IBI GROUP ��ILA, 801 Second Avenue - Suite 1400 IBI GROUP Seattle WA 98104 1576 USA tel �' ly COPYRIGHT: PROJECT NO: 24735.3 SHEETNUMBER REV'. DRAWN BY: B. SCHANS p ors sna �" a 11 206,521.9091 faz 206.521,9095 CHK'D BY. L. MANGIN AD502 NO. GATE APPft pESCRIPTION1. SCALE: vnnB SoO erawfips snaX be zuMnlmtl I5c p rep oral m,wz a ,za¢avan 'J90 REVISIONS DATE: 2012-04-02 coPrwcHr o zoosal c P TAPERED WT805.5 STAINLESS STEEL POST 5/8^ 7 3/8" 3" 5„ 11 -lid 5/16" STAINLESS STEEL SWAGED CABLE FENCE SYSTEM M M PCC CAP TYPE 1 PCC CAP TYPE 2 NOTE: SEE DETAIL 9/- THIS SHEET, FOR MORE INFORMATION 8„ WINDSCREEN WHERE a OCCURS - EMBED PLATE - SEE PRECAST CONC. CAP STRUCTURAL DRAWINGS 8., 4" 8" 1 TYPES B1, 82 0 0 1/2" CHAMFERS, TYP. 1/2" CHAMFERS, TYP. I I I ABOVE i. _ -- FORM PULL HOLES, SIDEWALK ° TYP. a ° a a T.O.C. T.O.C. - < } u — — CIP WALL cd TROUGH WALL — — — - I —III III —I d ° a IIIII II II CONNECTION PER -1 I II I II I I=I I STRUCTURAL WALL MOUNTED SEAT II °° N ° I —I —I I IBI I —II ,/2° GROUT BASE o WHERE OCCURS Q — I '6 I FORM PULL HOLES, I —III- r� I- ° ro BELOW cv FORM PULL HOLES, TYP. `� TYPE A3 PLANTER i� TYP. ° WALL BEYOND, TYP. ___ I�---- -- 10� I=I a ° 10 I °. EPDXY ANCHORS IN d I I=III IIII III ° oao� i CIPC WALL BELOW IIII SEE STRUCTURAL e DRAWINGS -III=I O �-e ° I= _° REJEI R� I-- � a I —_ —_ --- III I _-- I I I a IIIIIII� AUG062012 .a. ° a ° II- ° ° COMMUN:TY ° DEVELOPMENT 5 Ti)YPE A CONC. WALL s TYPE A2 CONC. WALL WOCAP 7 TYPE B CONC. WALL a CABLE FENCE POST ELEVATION AD503 1 1 �' 1 1 �" = 1'-0" AD503 i 12" = 1'-0" AD503 1 112" = 1'-0" 10" PRECAST CONC. CAP WATERPROOFING SYSTEM, TYP. 5/8" GALVANIZED NOTE: SEE DETAIL T.O. CPIC WALL BELOW OVERLAP GROUT THREADED ROD, TYP. T.O.C. — 9/- THIS SHEET, FOR JOINT I" , TYP. 1 /4" CHAMFER, TYP. a I —I I I —I I I— MORE INFORMATION III=I 1' 1/2" GROUT BASE I- HORIZONTAL 1 EQ.IEQ. BELOW I RUSTICATION TAPERED WT8x15.5 12" QUARTER ROUND / 1 o �j \ STAINLESS STEEL } DRIP REVEAL 0I G�CG�ILLY11Y1! POST r WHERE OCCURS e 7 5/16" STAINLESS I I , 3" g" STEEL SWAGED CABLE I ° I I 2 °L� IN ° e 8 _ __ —III= � FENCE SYSTEM EPDXY ANCHORS IN ° d III- to CIPC WALL - I 1 _ PCC CAP TYPE 2 M SESTRUCTURAL DRAWINGS PARKING LOT SIDE 1/2" GROUT BED, ° 12 CABLE FENCE AT CIP WALL TYP. III °. ° (I- AD503 3" = 1'-0" 60% C.D. NOT FOR CONSTRUCTION s TYPICAL PRECAST CAP 11 TYPE B2 CONC. WALL W11SEAT AD503 3" = 1'-0" AD503 1 112 = 1'-11" SUBCONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECTTITLE TRANSIT CENTER SHEETTITLE DETAILS IBI GROUP 801 Second Avenue - Suite 1400 IBI Seattle WA 98104 1576 USA (`RQ[Jp tel 206.521.9091 fax 206.521.9095 O J i �% Q F W • O O� A /0 COPYRIGHT: „y rnne,ena �" PROJECT NO: 24735.3 SHEET NUMBER REV' DRAWN BY: B. SCHANS o o,�sa '"�w="en io�a em�.o ,y ���mu o.aomaioea aa�eea II a raw "Cr= ` AD503tjd'.gSha1,Id CHK'D BY. L. MANGING.0 NO. DATE PPR !DESCRIPTION SCALE: of&Pc�wooa VI REVISIONS DATE: 2012-04-02 c0PYRIGH1Q­BIGR0uP - N m 13 5 CABLE FENCE MID POST �soa J 1-112" =1'-a' TAPERED WT8x8.5 STAINLESS STEEL POST 5/16" STAINLESS STEEL SWAGED CABLE FENCE SYSTEM CABLE AT HIGH PLANTER 'OXY ANCHORS IN ANC FTG BELOW - .-E STRUCTURAL RAWINGS GLAZI I" TYP = a L--- --- --- ---J-- CORNER 1 MULLION 4 X 4 STRUCT `— 2 X 4 STRUCT TUBING TUBING 0/ CONIC GLAOING AT STEEL FRAME - ELEVATION 6"=1,-0,. 1/8" ALUM STRIP NEOPRENE SPACERS AT 24" O.C., M I N TWO PER SIDE ALUM FRAME 8' - 2- 8" - 2'-8" 2'-8" I I I I -------- 4'-6 I I I I I J PANEL TYPE A TYP GLAOING STOP AT TS - PLAN 6"=1.-0.. GLARING MULLION r I 1/4" OPEN GAP BETWEEN GLAZING PIECES, ALTERNATING I BETWEEN MULLIONS, TYP — MAX 1" FREE GLAZING 3 EDGE L NEOPRENE SPACERS, 2 PER SIDE 2-#10 1 1/4" SS FH THRD CUTTING SCS 12" O.C., STAGGERED, BOTH SIDES 3/8" GLAZING EXTRUDED ALUM. GLAZING FRAME ALL AROUND TS FRAME AS OCCURS NOTE: FOR COMMON CALLOUTS & DIMS SEE DTL 3 THIS SHEET 1 /811 THICK ALUMINUM STRIP GLARING SECTION 4x6 TAPERED STEEL TUBE HEAD NOTE: FOR COMMON CALLOUTS & DIMS SEE DTL 3 THIS SHEET STRUCTURAL STEEL FRAME WELDED TO EMBEDDED STEEL PLA SEE STRUCTURAL DRAWINGS. 5'-4" 2'-8" —2' -8— —2' —8, — — — — — — — r' C. Al , I IF I AUG 0 6 20121 I 1 TS PER STRUCTURAL DRAWINGS j COMMUNITY VVV/ DEVELOPMENT 4'-6" j 7 4 -6 1 % L SIM. L J �--ILGTYP PANEL TYPE B PANEL TYPE C ,o PANELTYPES 60% C.D. NOT FOR CONSTRUCTION AD504 1 fd" = 1'-0" SUB -CONSULTANT SEAL CLIENT PROJECT TIRE SHEET TITLE CITY OF TUKWILA TRANSIT CENTER DETAILS IBI GROUP 801 Second Avenue - Suite 1400 ,`J ..w^•••-.,, ys IBI Seattle WA 98104 1576 USA GROUP Y JOP; �i -r COPYRIGHT: PROJECT NO: SHEET NUMBER REV : rN�.Poe�I"�o, e�mwup�m,:� •� tel 206.521.91 90 fax 206.521.9095 Q, wV. ;� W 1 O DRAWN BY: B. SCHANS B.SC3 CHK'D BY. L. MANGIN Gm IeIG p petrel wtwa proca n hbnavpn. �� y908 AD504 ---- NO. DATE APPR DESCRIPTION SCALE: REVISIONS DATE: 2012-04-02 CGP —T0101 0GR-P 1'-9" POST 1'-9" WRAP 1'-4" � 0 I M T.O. STATION MARKER n 19 -0 :.n.::.; Jt . -0"-4ir SEE STRUCTURAL DRAWINGS FOR FOOTING AND ATTACHMENTS I 1'-2" SEAL EDGE OF WALKWAY 11" WRAP (E) SLAB TYP. 5" POST ---- -1- E 1 2 — 00 7 0 RECEIVED n_ n_ I O 1 AUG 0 6 2012 ---- --- connMUNMY DEVELOPMENT EJ ALL AROUND 4'-0" PLATFORM AT FIN SLAB 60% C.D. NOT FOR CONSTRUCTION TRANSIT CENTER MARKER SCALE: 1/2" = 1'—O" SUB�CONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECTTITLE TRANSIT CENTER SHEETTITLE DETAILS 1111 GROUP 601 Second Avenue - Suite 1400 IBI Seattle WA 98104 1576 USA GRUUP tel 206.521.9091 .T1�lFyr J q \Z J : L) COPYRIGHT PROJECT NO: 24735.3 SHEET NUMBER REV: DRAWN BY: B. SCHANS M re an fu 206.521.9095 W 'Q - - - CHK'D BY: L MANGIN :N,. c�o-xmre m,.w a tV- �o vl�Maa: y�� am, '* { * � �790 AD505 ---- NO. DATE APPR DESCRIPTION SCALE: Inl&Grouolo",OPwai eefore�Pxe.EnY v.M 2mramn�"�a REVISIONS DATE: 2012-04-02 r o ioas lel GRouP o+ 0 U E 00 N 0 I N 0 N N 3 0 O M u7 M N / 0 z c O U 0 3 0 / O � N 00 N O 00 E 0 O O j c H ' 2 3 4 5 STRUCTURAL NOTES 6 DESIGN LOADS NONSTRUCTURAL COMPONENTS: Design, detailing and anchorage of all nonstructural CURIN If the air temperature will exceed 75 degrees F within 48 hours of placing concrete, Structural steel design, fabrication and erection shall conform to the requirements of Chapter components shall be in accordance with IBC Section 1613, ASCE 7-05 Chapter 13, and the a moist cure shall be applied to the concrete for a period of 36 hours after finishing Concrete 22 of the International Building Code. All members are to be erected with natural mill project specifications. Nonstructural components designed by others shall not induce surfaces. Refer to the project specifications for curing requirements. camber or induced camber up, unless otherwise noted on the plans. Substitution of member All design and construction shall conform to the requirements of the International torsional loading into supporting steel structural members without additional bracing of those sizes or steel grade will not be allowed without prior approval of the Architect. Bolted Building Code, 2009 Edition, as amended by the City of Tukwila. members to eliminate torsional forces. Torsional bracing shall be designed by the REINFORCING STEEL connections are to be of high strength ASTM *A 325* or *A 490* bolts as shown, unless nonstructural component designer and approved by the Engineer. Deformed Bars ASTM A 615, Grade 60 noted otherwise. A minimum of two bolts is required for all beam connections. Alternative D LIVE LOADS: In addition to the dead loads, the following Iloor live loads were used for Special Ductile Quality Deformed Bars ASTM A 706. Grade 60 low alloy connections to those shown on these drawings will require prior approval of the Architect D design. Live load reduction is per IBC Section 1607.9. INSPECTION Special inspection per IBC Chapter 17 shall be performed by an approved Smooth Welded Wire Fabric (WWF) ASTM A 1a5 (fy = 65,000 psi) Reducible Unredudbl testing agency as outlined in the Special Inspection Schedule and as indicated in the Reinforcing shall be supported as specified by the project specifications and the CPS pp Beam camber indicated on drawings is the upward camber required in the beam as delivered Sidewalks, Driveways 250 psf X project specifications. All prepared soil --bearing surfaces shall be inspected by the Manual of Standard Practice, Edition. Reinforcing steelshall bdetailed in accordance to the job site. Contractor to consider camber loss, it any, due to shipping and handling. Geotechnical Engineer prior to placement of reinforcing steel. Soils compaction shall be with ACI standard of practice as outlinedin 'Details and Detailing off Concrete Reinforcement, as Refer to Table 1607.1 in the IBC for relevant concentrated live loads. supervised by an approved testing agency or Geotechnical Engineer. ACI 315.' The Contractor shall be responsible for all erection aids and joint preparations that induce, but are not limited to, erection angles, lift holes and other aids, welding procedures, required root ROOF SNOW LOAD: The roof snow load is determined using Chapter 7 of ASCE SPECIAL CONDITIONS: Contractor shall verity all levels, dimensions, and existing conditions in Lap all reinforcing bars as noted on the drawings. Where splice length is not shown, use openings, root face dimensions, groove angles, backing bars, Copes, surface roughness values, 7-05 in accordance with IBC Section 1608 and with the following factors the field before proceeding. Contractor shall notify the Architect of any discrepancies or field Type Lb (Lbt for top bars) splice per development and splice length schedule. Mechanical or and unequal parts. changes prior to installation or fabrication. In case of discrepancies between the existing welded butt splices shall be used subject to Architect's approval. Mechanical splices called Minimum design load _ lost without drift conditions and the drawings, the Contractor shall obtain direction from the Architect before out on the plans shall be Type 1, unless otherwise noted. Type 1 splices shall develop 125 GALVANIZING Structural steel and connections, including plates and other steel items Pe = _ lost Ce = _ proceeding. Dimensions noted as plus or minus (±) indicate unverified dimensions and are percent of the yield capacity of the spliced bars in both tension and compression. Type 2 embedded in concrete which are exposed to weather and not to be painted shall be 1, = — Ct = _ approximate. Notify Architect immediately of conflicts or excessive variations from indicated splices shall develop the specified tensile strength of the spliced bars in tension in addition hot -dipped galvanized after fabrication in compliance with ASTM A 123. All field welds on PI = _— psf dimensions. Noted dimensions take precedence over scaled dimensions —DO NOT SCALE to meeting Type 1 splice requirements. galvanized material shall be Coated with brush applied zino-rich paint complying with the DRAWINGS. Dimensions of existing conditions may be based on record drawings and are to specifications. SEISMIC LOADS: Earthquake and wind loads are resisted by special moment- resisting be field -verified by the Contractor. Reinforcing steel shall have protection as follows, unless noted otherwise: frames, braced frames, and shear walls. Earthquake design is based on the equivalent U& Cover WELDING All welding shall be in conformance with AISC and AWS Standards, and shall be lateral force procedure in ASCE 7-05 Section 128 with the following factors: Contractor shall verify all existing conditions before commencing any demolition. Contractor Beam Stirrups and Column Ties 1 1/2, performed by AWS-WABO-certified welders using 70 ksi electrodes and low hydrogen shall provide adequate shoring and bracing of all structural members, existing construction Interior Slab Bars processes. Only welds that are prequalified, as defined by AWS, or qualified by testing shall Site Class _ and soil excavations, as required, and in a manner suitabe to the work sequence Nonstructural Slab -on -Grade mid -depth be used. Shop drawings shall show all welding with AWS A2.4 symbols. Welds shown on Occupancy Category _ Temporary shoring and bracing shall not be removed until all final connections have been Structural Slab -at -Grade Bottom Bars 7 the drawings are minimum saes. Increase well size to AWS minimum sizes based on C Seismic Design Category _ completed in accordance with the drawings and materials have achieved design strength. Wall Bars Interior Faces 314' thickness. Minimum weld size shall be 3/16-inch, unless noted otherwise The welds shown C No reinforcing bars in existing construction shall be cut unless directed to by the Architect or Exposed to Earth or Weather 1 1/2' (µ5 and smaller) are for the final connections. Field weld symbols are shown where field welds are required by % = _— g hn = _ 8 as shown on the drawings. 2' (#6 and larger) the structural design. Where field weld is not indicated, the Contractor is responsible for S1 = — g T = _ seconds SOS = — g TL = _ seconds Contractor shall be responsible for all safety precautions and the methods, techniques, Footing, Pile Cap, Grade Beam Bottom Bars 3' (cast against earth) determining if a wed should be shop or field -welded in order to facilitate the structural steel erection. Sa = I E = sequences or procedures required to perform the work Tap Bars 1 1/2' R = Cs = 2' (#6 and larger where V = Base Shear = _ kips SOILS See the GeotechNcal Report by dated for more exposed to earth or weather) ANCHORS complete information. Earthwork material, backfill and compaction shall be in accordance Side Bars 2' WIND LOADS Wind load is determined using Chapter 6 of ASCE 7-05 in with the recommendations of the Geotechnical Report. Backfill behind walls shall not be placed before the wall is properly supported by the floor slab or temporary bracing. All Weldingof reinforcing, when y performed g approved b the Architect, shall be formed using low BLIND BOLTS Bind bolts for HISS connections are to hex head 1/2' die bolt (Holt3/4' der accordance with IBC Section 1609 with the following factors: topsoil organics and loose surface soil shall be removed from beneath fill supporting hydrogen electrodes and preheated in accordance with AWS 01.4, Reinforcing Steel Welding s x sleeve) Expanding sleeve bolts. Acceptable bolts are Box Bolt by Kee Safety, and Hollo Bolt concrete slabs or paving. Exposure Category Iw = ng. Code. Welders and welding procedures shall be qualified in accordance with AWS D1.4. by Lindapter. _ _ Vss = — mph GCP = Materials shall conform to the following: Kn = — CONCRETE Reinforcing Bars to be Welded ASTM A 706, Grade 60, low alloy POST -INSTALLED ANCHORS: Provide post -installed anchors as specified in these drawings. Welding Electrodes E80XX Design wind pressures for determining forces on components and cladding shall be Use of alternate products, or of post -Installed anchors at locations not shown in these determined using Chapter 6 of ASCE 7-05 in accordance with IBC Section 1609 by Concrete work shall conform to all requirements of Chapter 19 of the International Building NONSHRINK GROUT: Base plate grout shall be nonshrink type with minimum fc = 8,000 psi. drawings, is subject to the approval of the Architect Submit proposed anchors to the the Washington State Registered Professional Engineer who is responsible for the Code. STRUCTURAL STEEL Architect with an ICC-ES report valid for the 2009 IBC. Submitted [CC -ES reports shall design of such elements, unless noted otherwise on the drawings. demonstrate that the anchors are suitable for use in cracked concrete. Where anchors resist CONCRETE MIXES: Concrete mixes shall conform to the following requirements: seismic loads, submitted ICC-ES reports shall demonstrate that the anchors are suitable for SOIL LOADS B REFERENCE SPECIFICATIONS the resistance of seismic loads. g Allowable Soil -Bearing Pressure _psf DL + ILL psf DL + LL + seismic/wind fc Test Age (psi) days) Use Structural Steel AISC Specification for Structural Steel HEADED SHEAR STUDS AND DEFORMED BAR ANCHORS: All headed shear studs shall — Pile Capacity _ tau downward Buildings conform to ASTM A 108 and shall be 3/4-inch diameter headed studs, unless noted _ tau upward 3,000 28 Slab -on -grade Concrete on Metal Deck, Curbs and Pads High Strength Bolts Specification for Structural Joints using otherwise Stud lengths after weld shall be as shown on the drawings. Deformed bar Retaining Walls _ pcf (equivalent fluid pressure) unrestrained 4,000 28 Foundations, Concrete Walls, Augercast Piles ASTM A 325 on ASTM A 490 Bolts anchors (DBA) shall conform to ASTM A 496 and shall be of the size and length shown on _ pcf (equivalent fluid pressure) restrained Water -reducing admixtures may be incorporated in concrete moo designs, but shall conform to the drawings. All studs and defamed bar anchors shall be automatically end welded in ASTM C 494, and be used in strict accordance with the manufacturer's recommendations. Welding AWS 01.1 , typical shop or field with equipment recommended by manufacturer. GENERAL NOTES CaC12 or other water-soluble chloride admixtures shall not be used. AWS DO for metal deck and cold -formed framing AWS D1.8 for supplemental seismic provisions SUBMITTALS Shop drawings shall be submitted to the Architect prior to any fabrication or Water/cement ratio shall be measured by weight and shall be based on the total cementitious AWS prequalified joint details DRAWING LIST construction for all structural items, including the following: concrete or masonry reinforcement, material. Water/cement ratio and water content shall be determined by the supplier based precast or prestressed concrete items, embedded steel items, structural steel, steel joists, steel on strength requirements and shall not exceed the maximum water/cement ratio and/or Welder Certification American Welding Society (AWS) deck, shear stud layout, metal grating, glued -laminated members, cladding panels, and stairs. water content if shown above or in the project specifications. S001 General Notes Washington Association of Building If the shop drawings differ from or add to the design of the structural drawings, they shall Field -measured slump shall conform to the submitted concrete mix design. Tolerance Officials (WABO) S002 Inspection Schedule, Symbols and Abbreviations bear the seal and signature of the Washington State Registered Professional Engineer who is of slump shall conform to ASTM C 94. SSI00 Site Plan n responsible for the design. STEEL MATERIALS SB101 Canopy/Trellis Foundation Plan / OD An air -entraining agent conforming to ASTM C 260 shall be used in all concrete mixes for Structural Steel ASTM A SF101 Canopy/Trellis Framing Plan 1'� E.- C fi��FE D f DEFERRED SUBMITTALS: Per IBC Section 1073.4Q drawings calculations for the design n9 g flatwak which is exposed to weather. The amount of entrained air shall he 5 percent ± 1 1/2 Connection material, embedded 36, ASTM A 36, unless noted otherwise S-501 Details AE 4 S-502 Details and fabrication of items that are designed by others shall bear the seal and signature of the percent by volume. The amount of entrained air shall be measured in the field at the discharge items, channels, angles, S-503 Details A Washington State Registered Professional Engineer who is responsible for the design and shall from the truck be submitted to the Architect and the building department for review prior to fabrication, base plates, and misc, steel p, A S-504 Details AUG Q 6 2012 Structural Tubes ASTM A 500, Grade B g approval 2 weeks prior to lacin an Submitted calculations are for cursory review only and will generally not be returned. Deferred The Contractor shall submit concrete mix des ns fa lo g y Steel Pipe ASTM A 53, Grade B submittals include but are not limited to the following: concrete. The mix design shall be in conformance with IBC 1905. The submittal shall indicate Structural Bolts ASTM A 325 COMMUNITY where each concrete mix is to be used on the project, as well as the maximum aggregate Precast Concrete Anchor Rods ASTM F $54, Grade 36 DEVELOPMENT size of each mix. Maximum aggregate size shall conform to the project specifications. Exterior Cladding Systems Threaded Rods ASTM A 36 Skylight Framing Welding Electrodes 70 ksi� low hydrogen, typical Equipment Anchorage 60 ksi, minimum, metal deck and cdd 60% C.D. NOT FOR CONSTRUCTION Seismic Design of Nonstructural Components famed framing 1 2 3 4 5 6 SUBCONSULTANT ffm. SEAL CLIENT CITY OF TUKWILA PROJECT TITLE TRANSIT CENTER SHEET TITLE GENERAL NOTES —Iia a 601 FOaI A- SUM 600 Samna we"W. 9a01 x2051 871-5822 F. MM E22-600 UN GROUP 801 Send Avenue-suno 1400 IBI wattle WA 9B'100 1576 USA GROUP ' �9 ! 3.-- i*,� . `:. y� COPYRIGHT: PROJECT NO: 24735.3 SHEET NUMBER REV: n„,.,y y,G iae,aa�mw,I a�rWe�.Mr n... p.uaw wv.a.a er,,.,m,..wmrm. rrw,y re e. ten 206.521.9091 fax 206,521.9095 -,c - ?O� _. Z, DRAWN BY: M. AGUILING a a a CHK'D BY: A.EWING 1 SOO N0. DATE APPR DESCRIPTION SCALE: ASSHOWN n.,euer. w.mmwa..no. N,m a..na..nr a.,nrm.a1, N Ncm,o lw wwwr ererepeuWVrq Nbluum. .. }gQ REVISIONS DATE: 2011-11-14 cRoup D C B A SPECIAL INSPECTION SCHEDULE ESTABLISHED PER 2009 IBC SECTION Ito & CHAPTER V REM CONTINUOUS INSPECTION PERIODIC INSPECTION COMMENTS Soas Grad &,,,_ a6an x Geotechnical 'neer Final f0unilon preparaI;cn X By Geotechnical 'neer Fig Placgnent & compaction X By Geotechnical engineer Ring, drilled piers — drMng & testing X By Geotechnical engineer C—ete Reinfacing plzarnent x Reinforcing welding X Renforang —plug X x Ref note 5 Anchor Irons & inserts x Reparation of test specimens x Concrete placement X Adhesive anchor placement X x Ref. note 6 Mechanical anchor placement X X Ref. note 6 Embedded steel Gems X Curing x Structural steel Material wliriratm x Ref. note 7 Fabrication & erection x Ref. note 8 High strength boiling X x Ref. note 9 Single pass fM welds < 5/W X Ref. note 10 All other filet welds x Ref. note 10 PartiaVcomplete penetration weld X Ref, note 11 Plug & slot welds x Ref. note 10 Other weldng Wek6ng of anchors and studs X Welding—stairsfrailing systems X Metal deck welding x Rreproofng —Spray applied x Prefab, Cons ruchan Rei. note 4 INSPECTION SCHEDULE NOTES 1. The items checked with an T shall be inspected in accordance with IBC Chapter 17 by a certified special inspector from an established testing agency. For material sampling and testing requirements, refer to project specifications, the structural notes and the notes below. The testing agency shall send copies of all structural testing and inspection reports directly to the architect, engineer, contractor and building official. Any materials which fail to meet the project specifications shall immediately be brought to the attention of the architect. Special inspection testing requirements apply equally to all bidder designed components. Inspection and testing requirements for systems designed by others shall be defined by the registered design professional responsible for their design, except that the inspection requirements shall not be less than specified in this schedule. 2. Special inspection is not required for work performed by an approved fabricator per IBC Section 170422 3. Continuous special inspection means that the special inspector is on the site at all times observing the work requiring special inspection (IBC 1702). Periodic special inspection means that the special inspector is on site at time intervals necessary to confirm that all work requiring special inspection is in compliance. 4. Inspection for prefabricated construction shall be the same as if the material used in the construction took place on site. Continuous inspection will not be required during prefabrication if the approved agency certifies the construction and furnishes evidence of compliance. 5. Continuous inspection is required for installation of couplers. Periodic inspection may be used for verification of coupler materials. 6. Inspection of post —installed anchors shall conform to the requirements of the ICC—ES report 7. Structural steel identification markings shall conform to AISC 360, steel deck identification markings shall conform to AISC standards specified and the manufacturer's certified test reports shall be reviewed. Weld filler materials shall have identification markings to conform to AWS specification and the manufacturer's certificate of compliance is required. 8. Inspection of structural steel shall be in accordance with IBC Section 1704.3. The steel frame shall be inspected for compliance with approved construction documents including bracing, stiffening, member locations and proper application of joint details at each connection. 9. Inspection of bolt installation for pretensioning is permitted to be performed on a periodic basis when using the turn —of —nut method with matchmarking techniques, the direct tension indicator method, or the alternate design fastener (twist —off bolt) method. Joints designated as snug tight need only periodic inspection. 10. All wells shall be visually inspected. 1L AJI complete penetration welds shall be tested ultrasonically or by using another approved method. 1 2 2 3STRUCTURAL DRAWING SYMBOLS 4 1 GRID BUBBLE STEEL IN CROSS SECTION SURFACE —SLOPE UP H �` ORDINARY MOMENT CONNECTION SEE TYPICAL DETAIL tm` SURFACE — STEPPED = Q COLUMN PASSING THRU THIS LEVEL 7;7­n SURFACE — SLOPE DOWN COLUMN BELOW THIS LEVEL OTRT11 SURFACE — SLOPE TWO WAYS Ma [a COLUMN STARTING AT THIS LEVEL III@ OR ///0' UNDISTURBED SOIL, COMPACTED SOIL, BACKFILL OR ANY PREPARED SUBGRADE. SEE SPECIFICATIONS I— FULL HEIGHT STIFFENER SEE DETAIL N FOR TYPE OF MATERIAL AND PREPARATION METHOD. NUMBER OF () BOLTS IN CONNECTION ❑5 IF DIFFERENT FROM THAT SHOWN IN TYPICAL BEAM CONNECTION SCHEDULE NORTH ARROW (D SPECIAL DOUBLE LINE CONNECTION — SEE SCHEDULE - BEAM PENETRATION SEE SCHEDULE A/S2.1 STANDARD SECTION CUTS 100'-0" —8. _ A/52.1 A/S2.1 BUILDING SECT ON CUTS ( +3") TOP OF STEEL ± ELEVATION [ X ] NUMBER OF EVENLY SPACED SHEAR STUDS A 53.1 ELEVATION OF WALL OR FRAME [ X,Y,Z ] SPECIAL STUD SPACING SEE DETAIL C 7/8" THE AMOUNT OF MID —SPAN CAMBER 99 —0" SPOT ELEVATION (TOP OF PLYWOOD, f/ TOP OF CONCRETE, TOP OF STEEL) 1 100'-0" 1 TOP OF CONCRETE ELEVATION 100'-0' TOP OF STEEL ELEVATION 100'-0" TOP OF MEMBER ELEVATION ♦WP*P WORKPOINT SLOPE STRUCTURAL ARROW (DIRECTION OF SPAN) Xx x WELDED WIRE FABRIC AAA REBAR TYPE F4.0 FOOTING TYPE (-4'-0') BOTTOM OF FOOTING ELEVATION INDICATES MASONRY WALLS SUBCONSULTA aWe Ca'Hs't40 E>C#N's's 60r Firm A— Suite 600 s.ttfa I1'6Mr . gout MW 6015M F. eoel 622-6u0 SEAL IBI GROUP 801 Second Avenue - Sulie 1400 Seethe WA 96104 1576 USA IBI GROUP al 206.521.9091 fax 206.521.9095 COPYRIGHT: 'OmvpN��'"nMny 'vwm'b�-eonM Imar� bsm�N uwmlcxro mil ml csouP # # No. DATE REVISIONS 3 # oESCM"ON 4 CLIENT CITY OF TUKWILA 610', 19086 5 STRUCTURAL ABBREVIATIOI4S AB Anchor Bolt ADD'L Additional ADJ AQustable AFF Above Finish Floor AGG Aggregate ANCH Anchor ARCH Architectural B/ Bottom of BLDG Building BM Beam BOT Bottom BRG Bearing BSMT Basement BTWN Between C Camber CAP Capacity CC Center to Center CIP Cast in Place CJ Construction or Control Joint CL Centerline CLG Ceiling CUR Gear CMU Concrete Masonry Unit COL Column CONC Concrete CONN Connection CONST Construction CONT Continuous CONTR Contractor COORD Coordinate CP Complete Penetration CTR Center CY Cubic Yard DBA Deformed Bar Anchor DBL Double DEMO Demolish GET Detail OIA Diameter DIAG Diagonal DKG Decking ON Down DO Ditto DWF Deformed Wire Fabric DWG Drawing DWL Dowel EA Each EF Each Face EL Elevation ELECT Electrical ELEV Elevator EO Equal EOUIP Equipment ES Each Side EW Each Way EX Existing EXP Expansion EXT Exterior FD Floor Drain FDN Foundation FF Finish Floor FIN Finish FLG Flange FUR Floor FOB Face of Building FS Far Side FT Feet FTG Footing GA Gauge GALV Galvanized GEN General GOVT Government GR Grade HGR Hanger HK Hook HORIZ Horizontal HP High Point HSS Hollow Structural Section IBC International Building Code ID I s' ,be Diameter IE IF IN INFO INT JST JT K KSF LF LLH LLV LP MAX MECH MFR MIN MISC MOM NIC NOM NO NS NS NTS OC OD OF OPNG OPP P PC PEN PL PL PNL PP PSI PSF PT R RD REINF REM REO'D RND RO RTN SC SCHED SECT S14T SIM SOG SP SPEC SO SS STD STIFF STIRR STL STRUCT SUPP SYM T/ T&B THK THRU TRANS TYP UNO WHAT WHS WL W/0 WP WWF Invert Elevation Inside Face Inch Information Interior Joist Joint Kip 0,000 Ids.) Kips per Square Foot Lineal Foot Long Leg Horizontal Long Leg Vertical Low Pant Maximum Mechanical Manufacturer Minimum Miscellaneous Moment Not in Contract Nominal Number Near Side Nonshrink Not to Scale On Center Outside Diameter Outside Face Opening Opposite Post Piece Penetration Plate Property Line Panel Partial Penetration Pounds Per Square Inch Pounds Per Square Foot Point Radius Roof Drain Reinforcing Remain(der) Required Round Rough Opening Return Slip Critical Schedule Section Sheet Similar Slab--on—Grade Space Spedfication Square Stainless Steel Standard Stiffener Stirrup Steel Structural Support Symmetrical Top of Top and Bottom Thick(ness) Through Transverse Typical Unless Noted Otherwise Vertical With Welded Headed Stud Water Line Without Work Point Welded Wire Fabric D C B A AUG 0 6 2012 612 -old 7 COMMUN rI DEVELORMIENT 60% C.D. NOT FOR CONSTRUCTION 5 6 PROJECT TITLE SHEET TITLE TRANSIT CENTER INSP. SCHEDULE, SYMBOLS & ABBREV PROJECT NO: 24735.3 SHEETNUMBER REV. DRAWN BY: M.AGUILING CHICO BY: A. EWING SCALE: ASSHOWN DATE: 2011-11-14 2/S504 FOR FOUNDATION, TYP CABLE RAIL, SEE APID DE BLADE I RAPID RIPE TEC Im FOR FCUNDAfION FOR FOUNDATION ig VIM SOUTH BOUND TRANSIT CENTER PARTIAL PLAN NO SCALE MTR COLUMN, SEE N, CANOPY SEE NA E 7-1 B CABLE RAIL, SEE B TAJN,IlNG Vy�U- EAST SIDE PER TYP NORTH BOUND TRANSIT CENTER 12- I !mc-IVED /'B PARTIAL PLAN NO SCALE TRANSIT CENTER, SOUTH BOUND) DEVELOPMENT TRANSIT CENTER, 60% C.D. NOT FOR CONSTRUCTION ffm- euk— CITY OF TUKWILA TRANSIT CENTER SITE PLAN Em"' — A"u, "o, DRAWN BY: M. AGUILING ft. 206.521.9095 BY: A. EWINL ssloo REVISIONS DATE: 2011-1 1 2 1 3 q 5 ,. GRID N GRID GRID _ PER ARCH D r \ ��.i------ I ti. V HSS 10 PIPE HSS 10 PIPE C HSS 10 PIPE i � �.�.�. �.1 L-�.�.�-1..-C.L �. C-I✓T.�"G CO�'1"'� LG �G{u C"C ((t C-,'III G, Eu u i 1 T l si OIN -- - GRID } l r., . 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GATE I APPR I DESCRIPTION REVISIONS 4 I I I , 1 ! ! 8" CONC (WALL, ;TYP SEE 2B/S503 I I , z CANOPY FOUNDATION PLAN se1o1 1n°=ro• SPREAD FOOTING SCHEDULE MARK SIZE DEPTH BOTTOM REINFORCING F8.0 8'-0"x8'-O" 16" (7) #6 EW CLIENT CITY OF TUKWILA ILLA tf1\�1�2 1908 10 PIPE ill I yI, I I q , __ F8.0 SOT OF FTG W 8" CONC, WALL, CANOPY, ABOVE-, _ TYP SEE'2 S501 —, LI SEE 1/SF101 41 LL Z,12 -007 �E�Caf CoMfillumirY DEVELOPi'tru NIT JOIN1 DI CI BI AI N 0 2' 4' 60% C.D. NOT FOR CONSTRUCTION 5 6 PROJECT TITLE SHEET TIRE TRANSIT CENTER FOUNDATION PLANS PROJECT NO: 24735.3 SHEETNUMSER S B 101 REV: DRAWN BY: M.AGUILING CHK'D BY: A. EWING SCALE: tn'-0 •=1' DATE: 2011-11-14 1 2 3 4 5 6 ID I TYP TRELLIS FRAMING PLAN SF701 12'=1'-0• I ...w. ... ��irtnnawuuvi nwr TYP PANEL PER ARCH 2 CANOPY FRAMING PLAN SF101 12'=1'-0• DI cI BI ,�12 -Qo7 RECEIVED AUG 0 6 2012 COMMUNtrr DEVELOPAd&4 f A A N D 2' a' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT ffm- SEAL CLIENT CITY OF TUKWILA PROJECT TITLE TRANSIT CENTER SHEET TITLE FRAMING PLANS —tW ER7L— 601 FIM A— SUM 600 031 GROUP �' Seattle Wee'WpfGn 9901 QD61 622-5822 Fez RO61 622-800 601 Semntl Avenue - Sutte 7400 Seattle WA 88t04 7576 USA IBI GROUP .1��.w J, zA COPYRIGHT: PROJECT NO: 24735.3 SHEET NUMBER REV: Irv. aea�wamb=rvww.•om.u. �wv�.r,�i.e ar.cawrm.rr bI 206.521.9091 fax 208.521.8095 C .. Yr���yj '_� M. a e 4 a A.EWINGNG CHILD BYDRAWN : Pram wiywm rsemmHbramambawmrwmnspewmi m eN tzepbrPwe era �B�.M sbbb. �F �' 1908 SF101 NO. DATE APPR DESCRIPTON SCALE: tn•=r.o• REVISIONS DATE: 2011-11-14 t HSS PER PLAN — TYP ALL 3 16 WT-HSS `E D CONN (2) 3/4"0 BLIND BOLTS HSS 8.625x0.500 x0'-8" 5/16 5/16 1 /2" PL I Cl I IA CL WT BEYOND PER PLAN I I I I I=_ I I C I I I I I 1 I I I STD PIPE I 1 PER SECTION I I I I I I I I I C—C 7 HSS SEAT CONNECTION 5501 11n•=r-0• 2 3 CL STD PIPE PER SECTION I I B I 1 I (2) 3/8„ PL I I \ I I I I 1 � •� B 1 I MAN � ROD PER SECTION I I I I I \ I I I I I I I CL I I ^1 3/4"0 BOLT CL B—B 5 ROD -TO -STD PIPE CONNECTION ssol 1 1n•=ram CL I I I I I I I I I I I I I I I I 1 I 1 I I 3/8" CAP PL STD PIPE PER SECTION E CL 4 /4"0 BOLT !) 3/8" PL IS PER PLAN A —A 3 ROD-TO-HSS CONNECTION 5301 1 1n•=1'-0• t-LK JLU I IUN 2.875x0.25 4 1 /2" \ Ir i%<ii�<i��,r FTG PER PLAN t TYPICAL CANOPY SECTION ss1n1 1rz•=r-0• CL IER CP, GRIND SMOOTH STD PIPE PER ��CP, GRIND SMOOTH SECTION r / 2 'oa l RIEC CoiffiquN T,r 2 DETAIL DEVELORWIENT s-501 j 11n•=t'a• BI s DETAIL 4 DETAIL SSO7 1 12'=1'-0• 5501 3•=1'-0• 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT ffm- SEAL CLIENT CITY OF TUKWILA PROJECT TITLE TRANSIT CENTER SHEET TITLE DETAILS —tk2 a SM Fat A— SUM SW search wavnrlprm 99101 IBI GROUP B0,s—' Avenue. sulfa 1400 6'AJ�-;,; =- qs"' /2161872-5922 Fax f2D61622-8Si0 IBI Seattle WA 981041576 USA GROUP � o J I ?.L7 COPYRIGHT: PROJECT NO: 24735.3 SHEET NUMBER REV: wn ePoax+�roami=ama.an..�intl.wrr. to[ 206.521.9091,.E ~:. �� 1`Of DRAWN BY: M. AGUILING °i �awmvi fax 206.521.90e5 �, a a a anti..::' CHMD BY: A.EWING r.om.d.vraM.mM.w ae� xtm m�mr..ar°e k �,�. J; � �`i" �, 19OB �- S-501 NO. DATE APPR DESCRIPTION SCALE: AS SHOWN REVISIONS DATE: 2011-11-14 S.— � ID IC I 2 3 4 5 CL #6 EPDXY STD PIPE PER DOWELS W/ 1'-0" SECTION EMBEDMENT #6 CAGE REINF, TYP NOTCH FOR PRECAST I CL OVERSIZE BOLT I , #4 TIESTYP I II 0 WHS, x 0'-4" 5 1/2"5 1/2" HOLES PER AISC 4 S-501 EA) SIDE RECOMMENDATIONS I MIN WASHER SIZE I PER AISC N Cp z II I RECOMMENDATIONS o (4) 3/4"0 F1554 CL — Z o- OZ CO ANCHOR RODS 5 S-501 FTG PER PLAN —1r, PL 1x14x1'— 2" s PLAN DETAIL AT BASE PLATE 3 DETAIL 5302 1 1l2'=1'-0' SB-101 1 112•=1'-V AGE REINF PDXY DOWELS ES, TYP !4 Fl TIES 11 OC, TYP 14 C TIES )C, TYP 6 DI cI BI - /2 -oo p CIA 0E,ID ( DOWOWELSLS EPDXY AUG 0 6 2012 A A #6 CAGE REINF, COMMLIN! 1 Y TYP DEVELOPMEW s COLUMN PLINTH REINF 4 COLUMN PLINTH REINF 60% C.D. NOT FOR CONSTRUCTION ssoz 1 1n•=r-0 ! f2 11n•=T-0• 1 2 3 4 5 6 BUD -CONSULTANT RM.-e SEAL CLIENT CITY OF TUKWILA PROJECT TITLE TRANSIT CENTER SHEETTITLE DETAILS SO RIM Avant Buie 600 Seettle. waft Ten 9801 I W 822-5822 F.1 622-SM IBI Oil GROUP 801 second Avenue - Suite 1400 8-10e WA 98104 1516 USA COPYRIGHT: GROUP PROJECT NO: 24736.3 SHEET NUMBER REV: a.m�er= uea v.n.m�_comr�.n.e+=N'ned bl 206.521.9091 fax 208.521.9095 >u� - ;<04 2, DRAWN BY. M.AGUILING k k k k , �-'y. CMJCD BV: A.EWING S-502 m e. ew+w. el�ma..�wwd.e�rda m I&POVewPmetMo�Po�eMe,blmon NO. DATE APPR DESCRIPTION ]90£j SCALE: AS SHOWN J J ctwrwcHrezot, Iei craw REVISIONS s DATE: 2011-11-14 T 0 O 0- N r7 u7 r7 r N 0 U7 r0 N 00 0 E O p H D C B 1 2 3 -1PRECAST CAP & I I I CONNECTION, SEE ARCH I I L J I a I' � Il 8"' WALL I #4 @ 10" OC, HORIZ I `14 #4 L © 12" OC o (5)#4 CONT #4r— @ 12" OC 0 I 3'-4" I 2A — i--- PRECAST CAP & I I CONNECTION, SEE ARCH 2B 2 DETAIL ssloo 1,1w HORIZ C OC 4 CORNER BAR STD HOOKS STD HOOK — INTERSECTION BAR UP TO '-0' TO 4'-0—"" UP TO —0' TO 4'—O" 2'-0" Pif #3 ®8 TYP WALL STEEL TYP WALL STEEL W/180' HOOK BAR W/ #3 0 8' HOOK BAR W/ HOOKS 180' HOOKS 180' HOOKS —180' HOOK PLAN VIEW END BAR LJ — 3 TYPICAL CONCRETE WALL DETAILS NO SCALE 5 11 STEP SYMBOL LOW SIDE ON PLAN OF STEP — TO MATCH FOOTING BOT REINF • • • O X N v D U � � U 1 1 ' SEE STRUCTURAL NOTES FOR COVER • • • B/FTG H (MIN) 0.5 H p p _ (TYP) 1.5 H TG THIC (MIN) (MIN) 4 TYPICAL STEPPED FOOTING DETAIL NO SCALE fc= 3,000 psi or greater C fy=60,000 psi Size Ld Ldt Lb I Lbt Ldh #4 22 28 28 37 11 #5 27 36 36 46 14 #6 33(49) 43 (64) 43 (64) 56 (83) 16 #7 48 (72) 62 (93) 62 (93) 81 (121) 19 #8 55 (82) 71 (107) 71 (107) 93 (139) 22 #9 62 (93) 80 (120) 80 (120) 104(157) 25 #10 1 70 (104) 90 (136) 1 90 (136) 1 118 (176) 28 #11 1 77 (116) 1 100(151) 1 100(151) 1 131 (196) 31 NOTES: 1. USE THE LENGTHS IN THIS SCHEDULE, UNLESS NOTED OTHERWISE. 2. USE LENGTH IN ( ) WHEN BAR COVER IS db OR LESS OR BAR CLEAR SPACING IS 2db OR LESS. 3. A TOP BAR IS A HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW IT.B 5 DEVELOPMENT AND SPLICE LENGTH SCHEDULE NO SCALE �-/Z -00 7 REC=I IC A AUG 0 6 2012 A COMMUNMI DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECT TITLE SHEET TITLE ffm- .thv&o—e CITY OF TUKWILA TRANSIT CENTER DETAILS W FIM A— SUM EX I& GROUP ,NILA Se9ttla W6M4Ut0'' 9801 801 SeconO Avenue - Su9e 7400 mw 622-5822 F. WN 622-8130 IBI Seattle WA 081041576 USA s COPYRIGHT: 'f ieyv. ~� 2� PROJECT NO: 24735.3 GROUP .J� ini G SHEET NUMBER REV: •,iy,pm,uim va.eemm baV wcm.mrmm tal 206.521.9091 Q .umm.ahlei c,mpammaam. wiNmr,em�u. rrra.. yN\ .. �1_ lax 206.521.9095 DRAWN BY: M. AGUIUNG imomr..mrramm.au ma wnawmm.pe.,a iN e 4 it a CHILD BY: A. EWING mrmrmT.�m.r-.m.� S-503 m ial erwpb Mwwe euuspwWgvm Nenmmn. NO. GATE APPR DESCRIPTION ]90$ SCALE: AS SHOWN S coPrwraeeza,� iaieaow REVISIONS DATE: 2011-11-14 2 ID I 3 4 5 WT8x15.5, TAPERED s (PER ARCH) TYP (4) 1/2"0 ALL —THREAD RODS IN SLEEVES W/ 3/8"x1"xt" PL WASHER 3/16" CABLE & ANCHORAGE PER ARCH 00 00 (4) 1/2"0 SIMPSON TITAN HD ANCHORS W/ 3/8"x1"x1" PL WASHER 8' ALL, T P END OR SINGLE DOUBLE SIDED SIDED CONNECTION CONNECTION CABLE BARRIER CONNECTIONS SB701 / 1"=1'-0" ANCHOR BOLTS & BASE PLATE (BY OTHERS) PLINTH 3'-9 1/2"xl'-5" —4— (VERIFY W/ TECH PYLUN BLADE MARKER REQUIREMENTS) i1 O I (4) #4x N j BASE PLATE & ANCHORS PER MTR o 4 4x -N (12) #4x N DOWELS DOWELS COLUMN DOWELS EQUALLY SPACED 12" SQUARE SITE PAVING 12"0 PEDESTAL SITE PAVING PEDESTAL I I I I I I I I to I I I I 0 0 I o 0 I I I I I #4 ® 3" OC I I 0 I DI C�L COLUMN MTR COLUMN I I I I BASE PLATE & ANCHORS PER MTR COLUMN I B I SITE PAVING #3 SPIRAL W/ 2 1/2" ' SPACING 5-0' � / / 1, ­ I'll I \�L FTG 3'-0"x3'—O"x1'-6' FTG 3'-0"x3'-0"x1'-6" A FTG 3'-0"x5'-0"xi'-6" A (4) #5 EA WAY {� I e"EVED %.0 (4) #5 EA WAY (6) #6 EA WAY P `- 2 MTR COLUMN FOUNDATION AUG 06 2012 saml r=r-0• s TECH PYLON FOUNDATION 4 BLADE MARKER FOUNDATION 60% C.D. NOT FOR CONSTRUCTION SSD2 ,._,-0• sso2 ,._,.-0• COMMUNiTV 1 2 3 4 pEVELO Ptr1E?a s SIJ�SLLTANT ffm_Lba4YlVOEIONBe'0 SEAL CLIENT CITY OF TUKWILA PROJECT TITLE TRANSIT CENTER SHEET TITLE DETAILS 60l Fifth AvaT.a SOW 600 $mina Wea'W w 9so tNNW 822-5822 F. Q0fi1 622d00 IBI GROUP 801 s—" Avenue - su" 1400 •✓ - ......W.,...;, ,Q sf IBI GROUP Se file WA 98104 157fi USA F� + % i { : `-?,; U7:�. Z'd COPVRiGHT: PROJECT NO: 24735.3 SHEET NUMBER REV: bl 206.521.9D91 ;� /(/ I DRAWN BY: M. AGUILING PY aaI'�� Te: 206.521.9095 g1UN1f$� f �/ eF d�N wee >I >I M M f CHK'D BV: A. EWING S-504 m1B1�;,4 NO. GATE APPR DESCRIPTION 1908 SCALE: ASSHOWN E] REVISIONS zs DATE: 2011-11-14 ID .� :1m . _mc ,?a -__; ie a. �� _--- =�• ��No ■ u ■ur r wwwswssJ■r■rnnrr �IrWCL000avw_?a. owwop+J■■■■■■■■L�pwwwoo..pJo■■■o■Lwoaoww.,Jommilm R+pow�owo _w—C.n.�'J■o■■■■R oww ...J■ ■■■■■6�poo�w•o o\!Il�iw_w___w_ �w �� O■�:�..�.� �, ■000000nl■u aeseec=eeee ■lul■n 1on■uoomkkm■1 r.oeu000uuuu■n nnuaoou■u■n >.00�■nun ss, :.c=ccc: asassss rx__=s:a::=o_essessu■■r :ar u�___ 4■■■o■ol■■L■fiT■o■■o■■o■■r■■■I■■■lo■■■■Ii■■■■■ONEUM■■■■PALM■■I1■■000■■M■■o■/■■e■o■■■■■■■1lotl000■■o■oo■r■■■■■■-----O■o■110■■ ■■h7O ■ ■ �. uono n ■ o■o1u■ no■Isoouwo■■o a a■ ■ul u u om • ■ s.. � an■000■uons■■��■MJo u■■■■ii■■saaauua■u■■■H■u■u■■■uu■■■r.a■u■■■■■■■■u■u..aaaaaaeaeeaaaaaamta_a_esmaeeeaeaaaaaaaa■u■■:u■■u■nl■■■u■■u■uni■■■■■u■■■luucaa��eeaae+u■■■u■��� .■ a■nn■■■■■■��■■usr� _. .■ .___._ + as i i ■rya ii iG ■• ■. iG 7 ■ p�■—_i__G'.—_i=� .__ i._._ �__ _ i■—W■i��ra=i:..�::�.ia.�Gi..i.Gi..l..�..ie•�.San••�•rn iG I�iIS `ie_ie_�_r� a, � i �I—i!e■7E=�7�BZisiS.�ie_iee�ee�_�L�e_� _�a_� eiL_e��EL.eei_�_::_-Egll� — _ .. - . _. �.__... _. _a•__aa__a�.�.__�a__a•__.�__. _- - -- �y\y w=--_--- R.. :;y�r��i�.:,ar ib ■G ■ j�.. • �—"---. v`_Dfimv,,eiul■eia���j,� \l \��_..._ i ...____. ■��I����— .;,,1��7� _I III ���III 1.II III II 1 I I,II,! ■J� ,.�� •, 1 ■IO■1■: , I �Ilm BI RECEIVED A AUG 0 6 2012 A COMMUNITY 1 SOUTHBOUND ELECTRICAL PLAN DEVELOPMENT Es1o1 V 4W-O' N :�12 —00 7 D 20• 4060% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECT TITLE SHEETTRLE CITY OF TUKWILA TRANSIT CENTER SB ELECTRICAL 011 GROUP J�>rVi(A 80, �%q PLAN Secontl Avenue Sidle 14 W v Seattle WA 981041576 USA CCPYRIORT: GROUP', '1 5� PROJECT NO: 24735.3 SHEEP NUMBER REv: tel 206.521.9091 Q i•i W ®I�I.mmmaw.vAM^mwub,.welvw fax 206.521.9095 W1� ^rc 10 DRAWN BY: D. HENNING e.o ec. aa�i�.mpnawm.m auMpe l � KRE CHIC. BV: V.LI ES101 DATEAPPR DESCRIPTION%906 SCALE: 1' =4IONS - DATE: 2012-03-16 z ExlsnNc POWER I D x r m r7 1 m 1 N x m + - 1 1,- 19+00 m _ N o � 1 I 0-0 Hi�DOVE+°° EXISTING _ PARK WEST STREET LIGHT CONDUITS SERVING TO BE RELOCATED CONDUITS -SERVING " HANDAL 'iVPICAL _.LIGHT FIXTURES -- — LIGHT FIXTURES AND EQUIPMENT r TYPICAL _ A_?UIPMENT 6 DI - — — _ Q 77 _—..._ . - i C EMERGENC 0 CALL BO% I jRANER CENTER y 2. "`��� MARKER O O RAPIDRIDE EX ST N T0ERTY 1 BET LIGHT FIXTURE, EMERGENCY TECHNOLOGY RELOCATED SELUX LIGHT COLUMN CALL BOX WIRING ROUTED COND ITS SERVING i} PYLON TYPICAL THRU TUBE STEft, N I LIGH FIXTURES PROPERTY LIGHT UP TO CANOPY AND QUIPMENT EXISTING NEW TYPICAL TYPIC LOCATION II f $ HANDHOLE, TYPICAL I II B I I II e I II LIGHT FIXTURE, m SELUX LIGHT COLUMN TYPICAL (� I Q II m i I IFECEIVED A AUG 0 6 2012 A COMMUNITY DEVELOPMENT2 NORTHBOUND & BAKER ELECTRICAL PLAN (/ r S n/ a ^/ ES102 1' = 40'-0• �� Y r — o ° 20 40 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUS.CONSULTM SEAL CLIENT PROJECTTIRE SHEETTIRE CITY OF TUKWILA TRANSIT CENTER NB & BAKER IBI GROUP ELECTRICAL PLAN 901 Second Avenue - Suite 140D VNILA, IBISeattle WA 981041576 USA 41, CAPYRIGHT: GROUP O+l \ C PROJECT NO: 24735.3 SHEET NUMBER REV: lot 206.521.9091 t 1 P.e�a�r�i.aem�a fax 206.521.9095 �a Z ..ouwel.vaemn.�m..ia mnammwR�=H®I - - -1 CHMD BY: C. UENNING ES102 -aarc+wa.n•ww. rea.wele�.w NO. DATE APPR DESCRIPTION Tg06 SCALE: r=aD'-0• cawaioHr ,IN oBow REVISIONS DATE: 2012-03-16 ID I IA t 2 3 4 r S5 101 I I I BANK M5073 A 393 LDG 1� I �I III ■ �iu� --------� _._.- ._ - 11 - -__......_.___--- ..............._......_................._..............._._--- ... _..........----_.._ ...._._..... ...........- --- el nnrra��mn ..a.raulrrn.......-..--.......dururin.r......-.-..raououar..... —� ■rr� rrr�aa�:, . 1 as ,.w�----,.. ...__ ., �.■�I�•; i ae .. �:- : m.vae ,ram- ---�:; is , _- .... '. .; �_ rrrrc1ruNI aruuurr.. -. ... aiuurria:............aiiuurn ...... 1 IOIlararraarerar-asleOesrl-taaarssar rnr-ra[o1 O_-� __ rruauarOoN -r.■I ON.ro._rr-ur_.lS rO_ 1DI1-lr.- raarOurr_ro-r, -r Mlx-ir-i OurrGrroGrrOrur.rr _ooliSo�Cu!burU! - rrr r1■ rr []oIrmall arorao■auruar1u11n1Mro: ■I■UrrNnNIirc uun-...a-.-r-r u■arrna�lrl olra■r[7 o.i__i.�_._i-i_o_Oao�G:aivaaao::aoa:o ■.a uaOrJJrrO.rr:rlrixar-a r.ur_a_rrr_u-O_ -----------e-e ii-rEmp■r■i■� .a M.M.riiiiiii■.� :r-i:■rC■- .....:■ :ce::i- :■:_ i■::■::i:_• .■r ..:i:::■::■::r.i.w... — ..... MISSION will s 1- ■ rr. 5 6 tj II a � ANDOVER PARK WEST g ANDOVER PARK WEST STREET LIGHTING PLAN E5103 1"=20'-0" 0 20• 40' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT I SEAL CLIENT PRWECTTITI E SHEET TITLE COPYRIGHT: paomeM■I cr�p�buia,n. wrmna.wulnr.,b1.,. emq�tl�nbm.C�.^Y pvm tl.. mW N. Lw Opdrp p W i b wMiwe �e OruW M.YVpW eKaa n..,.N.iml..brbn. wPYwGM 03 CITY OF TUKWILA TRANSIT CENTER APW STREET IBI GROUP 801 Sewnd Avenue -Suite 1400 J�W�w�Y,9 LIGHTING PLAN IBI � " sy Sae-e WA 98104 1576 USA •w .SY„ , �2 $` PROJECT NO: 24735.3 GROUP J!• G0 SHEET NUMBER REV: ell 206.527.9091w�1 asyS Z DRAWN BY: D. HENNING fax 208.521.9095 CHIM BY: C. LI ES 103 NO. DATE APPR DESCRIPTION Y' y90a • SCALE: 1" = 20'-0" REVISIONS DATE: 2012-03-16 D C B 1 2 3 4 5 6 _ EHE >-_l_� ��� I, I __ i ©I o --ug — n 1 ® EXISTING J-BOX EXISTING r. STREET LIGHT TYPICAL EET LIGHT T�E�2EMOVE—__D BE REMOVED _ w NEW 35 POLE w ✓I __.—.__..._ _._...—. WITH--LED-HEAD rn TYPICAL - 1x BE 22+00 23+0 -- ANDOVER PARK WEST — CONDUIT SERVING EXISTING __ LIGHT FIXTURES STREET LIGHT -- TYPICAL --. —.— TO BE REMOVED . EXISTING - a • - - ` a O T Q 4 _ep ° 0 0 0 0 0 0 0 0 0 0 1 __ EXISTING LIGHT ¢ C> a STREET _ —__ — — — — — —__— �TO BE REMOVED J-BOX I I i w 1 —.— —_—. ----- _------- _. — w TYPICAL 'I - in I I Do Q + w I x ,,, Illttt fn 2 1 _— 26+00 1 0+00 0 43 Q i I ,z V 0 ///-EXISTING 11 >J �� ��� STREET LIGHT CONDUIT SERVING AND 0 VEP PARK WEST If NEW WITH 35 EAD TO BE REMOVED_ LIGHT FIXTURES - ---�VPICAL ___ TYPICAL --- EXISTING 1 _ • • STREET LIGHT D 2012 1 - - TO BE REMOVED L. _ EW rrE�Jr __--- I__ I � -r � -T=� ♦ � I r� �����-1-i-�-i - - I - - �_�_�-���,��_.��Y y~-�, �`�.1� I I m� �A 1 ANDOVER PARK WEST STREET LIGHTING PLAN ES,04 1-20'-0• O 20' 40' 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CUENT PRCJECTTRLE SHEETTITLE CITY OF TUKWILA TRANSIT CENTER APW STREET IBI GROUP 801 Second Avenue -Suite 1400 �..:�TZ,9S LI HTING PLAN IBI S.tfi.WA981041676USA � ti COPYRIGHT:OjiZ >as�axsa, P•�w�.v.• GROUP bl 206.521.9091 fax 206-� " i1 PROJECT NO: 24735.3 SHEET NUMBER REV: eY�areiosaeua.•: vne�a.wum..w M.. DRAWN Br. D. HENNING .521.9095 CHKDBV: C. LlES104 roi oiuwvaeo�'•eMar. pomtllN'.�4enWm. N0. DATE APPR DESCRIPTION 1906 SCALE: 1'=20'-0' cavmicNromu et cRouP REVISIONS - DATE: 2012d3-i6 B ID ROUTE WIRING IN TUBE STEE,I� TO HANDH SEE SI PLAN LOW POWEF HT FIXTURE :D FLUSH : STEEL DI `LED LIGHT FIXTURE MOUNTED FLUSH IN TUBE STEEL I ROUTE WIRING IN TUBE STEEL CONCEAL WIRING TO HANDHOLE. IN TUBE STEEL, SEE SITE PLAN TYPICAL �ROUTTEEG `LOW VOLTAGE `LOW VOLTAGE IN TUBE STEEL POWER SUPPLY POWER SUPPLY TO HANDHOLE. CONCEAL WIRING LED LIGHT FIXTURE SEE SITE PLAN IN TUBE STEEL, MOUNTED FLUSH TYPICAL IN TUBE STEEL V2 `Ora 7 1 SOUTHBOUND CORNER PLAZA TRELLIS REFLECTED CEILING PLAN TYPICAL SHELTER REFLECTED CEILING PLAN EL401 1/4' = 1'-0' EL401 1/4' = V-I" A AUG 0 6 2012 A COMMUNITY DEVELOPMENT N 4 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUSCONSULTANT SEAL CLIENT PROJECT TIRJ= SHEEP TITLE CITY OF TUKWILA TRANSIT CENTER REFLECTED CEILING 101 GROUP 801 SecmdAwnue-Sulte1400 �J!,�ILA: Wqs PLANS ID T Seattle WA 99104 1576 USA I COPYRIGHT: GROUP p.f'y ,NymM a �wbbmmn��� bl 20fi.521.9091 q S "�' r.'. j y PROJECT NO: 24735.3 SHEETNUMMR RE, 1ss 20fi.521.9095 DRAWN BY: D. HENNING a ammm�.w mmum..n m.me.na lel _ - -?'Z �.nr ewe lmm�nea a+.nr.wams+mm msamen.mn. mm ��"% m ..ne.nmd. a�.ew woe �.n.ure,myu.a �.1^ CHILDC.LI NO. DATE APPR EL401 DESCRIPTION m ewnm..ww,r e.rd. P.�...w.a menace. 7908 SCALE:: 1/4'=1'-0' covrwaHrom++awuw REVISIONS DATE: 2012-03-18 1 1Pl3l�ad013A3a 1.19Nnw ZIOZ 9 D ri &00-- j3 I I IA 0 woo \ qnv !I I I J I I ___--________._.J I I I r---------------------------------- ---� I � � I , I , � I OI I nn i n u CABLING PATH THRU TUBE STEEL, UP TO CANOPY FOR EMERGENCY FUTURE ITS, TYPICAL CALL BOX I I ----------------------------------- ----- --- I I I TRANSIT I mm — CENTER —— MARKER LsJ t'eJ l.eJ i I I L J I — I — I c -c -c -c -c c4 _ I I \ L — — — — — — — — -- — -----------I-pl IF ------------ I — 15FT CAMERA POLE AND rsuras 1; LKA ® TYPE 1 JUNCTION BOX c — COMMUNICATION CONDUIT AND 0 VE R PARK WEST _ c EXISTING SIGNAL CONDUIT TS101 TS102 SOUTHBOUND STOP SITE PLAN - END AI rs,o1 Ire• = r-0• N ° B 16 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SHB-CONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECT TRLE TRANSIT CENTER SHEEP TIRE SB SITE PLAN IBI GROUP 1L.A END 8015e dM.--SI111B 140D ....--1., .4 Seattle WA 98104 1576 USAcoPmIGHT:PROJECT 206.521.9091 (]ib NO: 24735.3 SHEEP NUMBERtel DRAWN BY: M.DELANO tee 206.521.9095=CHK'D , BY: LA MANGIN TS101 NO. DATE APPR DESCRIPNON SCALE: 1/8•=1'-0• REVISIONS I DATE: 2012-04-02 mvmwnrem++mioaow 1 2 3 4 5 6 1Pa3Uk1d0'13A3 J1SNnwwoo i J J S D I U U p I I I RAPIDRIDE EMERGENCY I CABLING PATH THRU TUBE TECHNOLOGY CALL BOX STEEL FORIFUTURE ITS, TYPICAL PYLON 1 I LJ . ---- .___- ___. ._.__ _ � LJ _ ___. .____ ---------___ ...._.... .. I D Tj 4L -- 1T- — ° I t I° - — @I I7 —I IJ 0 c�; el f 1 I— ` —` —` —` —`' '` —` —` .-- c ` —c —c —c —�cl _c —c —c —cc —c —c c O e LEGEND: OQ PAN TILT ZOOM DOME CAMERA —® TYPE 1 JUNCTION BOX A N D O V E R PARK WEST — c — COMMUNICATION CONDUIT _ c EXISTING SIGNAL CONDUIT — _ _ — _ ' — _ — — _ _ — _ _ _ _ _ _ _—__ A A TS101 TS102 TS102 TS103 2 SOUTHBOUND STOP SITE PLAN -MIDDLE ° 11 1660% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUI LONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECT TRLE TRANSIT CENTER SHEET TITLE SB SITE PLAN IBI CROUP IBI GROUP 801 Second Avenue -Suite 1400 Seattle WA 981041576 USA pl 206.521,9091 fao[206.527.9095 LA �Jd-t.. Wgsy J� Ul�s (Z� �,r' MIDDLE CAPYRIGHT: �p.nmaa.wnan amw � � PROJECT NO: 24735.3 SHEET NUMBER REV: DRAWN BY: M. DELANO - - CHK'D BY: L.A.MANGIN Pm��� em«b= �n.Wl�ceiei ` .. _ . , 79U$ TS 102 NO. GATE APPR DESCRIPTION 1' SCALE: 1/8'= -0' REVISIONS DATE: 2012-04-02 oioeaw — pQ PAN TILT ZOOM DOME — CAMERA ® TYPE 1 JUNCTION BOX — C COMMUNICATION CONDUIT EXISTING SIGNAL _ CONDUIT -- r, TS103 _ TS104 `- A TS102 TS103 NOTES: 1Q VERIFY UTILITY PLAN FOR THE LOCATION OF JBOX AND CONDUIT RUN 0 I SUB -CONSULTANT I SEAL COPYRIGHT: eY ei cwo � meua.n. wmw� �wB.�N�immm. „n.ewe ��pemwwe1B.m we�.+N. sn a�.�.nraeomia.a ia�o wb.00=�=e.a.o�w`cwombm�. orrniraooao>> rel onouP ANDOVER PARK WEST n (C -, ) z IBI GROUP 801 Second Avenue - Suit. 1400 IBI S aMe WA 981041576 USA GROUP Ul 206.521.9091 fax 206.521.9095 I 3 SOUTHBOUND STOP SITE PLAN - CORNER 3 DESCRIPTION 4 �1 v - 0 B. 16' CLIENT CITY OF TUKWILA t1909 MATCHLINE 60% C.D. NOT FOR CONSTRUCTION 5 6 PROJECTTITLE SHEET TDLE TRANSIT CENTER SB SITE PLAN CORNER PROJECT NO: 24735.3 SHEET NUMBER REV: DRAWN BY: M. DELANO CHK'D BY: LA- MANGIN TS 103 SCALE: 118' = 1'-0' DATE: 2012-04-02 CI BI A� 1 2 3 4 5 6 tFa3lfiMOIgAga ZIOZ D = TS104 MATCHLINE D LLJ L 00 — Z/ 3 ANDOVER OK WE _ I J _. U u Q 0 � I --__ I - c— — — — — — — ' - / --- ----- - - -- c _ —. U it \ / /EXISTING-- ' S GNAL POLE Li U OD 93 PROPERTY LIGHT I I m �I I EXISTING TO REMAIN \�\ 0 rt LEGEND: I Q I I p4 PAN TILT ZOOM DOME CAMERA TYPE 1 JUNCTION BOX C COMMUNICATION CONDUIT �/\J _ EXISTING SIGNAL C CONDUIT I TS104 TS10 I I I I I A I A 4 NORTHBOUND STOP SITE PLAN - CORNER NOTES O VERIFY UTILITY PLAN FOR THE LOCATION 75104 1/8•= 1'-0• OF JBOX AND CONDUIT RUN. °a. 1660% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SUB -CONSULTANT SEAL CLIENT PROJECT TRLE SHEET TIRE CITY OF TUKWILA TRANSIT CENTER NB SITE PLAN IBI CROUP �tLA 801 S—d Avenue _ SuIt. 1400 J �..--.� ,W,9sy CORNER IBISeattle WA 981041576 USA COPYRIGHT: GROUP tel 206.521.9091 s = PROJECT NO: 24735.3 SHEET NUMBER REV: wV,ymanm>aimuw.a.'ry wn>�m.am f-206.521.9095 1S7t EO DRAWN BY: M. DELANO TS104 �a.w�i CHK'D BY: L.A. MANGIN mp�.00�'.�yu. PmmWro�ix Yenouon NO. DATE APPR DESCRIPTION � 7808 SCALE: ve• = r-o• <oeraxwre mii mi cnow REVISIONS DATE: 2012-04-02 t 2 3 4 5 6 ltl gWdOlgAM -- --- Ad! Nnwwoo 7 --�— lb ./ D r�_ �! z -- -. --- - _ __ —- — — —----.-- _ — Ld j &0— 713 _ ANDOVER PARK WEST = U U ----- ---- - ---------- ---- 0 ®— ----� c — c — c I1T c c c — c — c �r� c c — c —Ic c c ® f c--_ c -- I c --- dl a L ® h c=--c-1- _ � - - - r� ® r�° - r� - r� - - -- - — — — — — — — — — — — — - RAPIDRIDE .TECHNOLOGY PYLON __ _ CABLING PATH RU TUBE STEEL, UP 0 CA OPY FOR FUTURE ITS, TYPICAL E ERGENCY CALL I " B X i ( .__� EMERGENCY CALL BOX I I 75 O i B I B TS104 �TS105 TS105 TS106 5 NORTHBOUND STOP SITE PLAN - MIDDLE LEGEND: TsmS 18 =r-0 pd PAN TILT ZOOM DOME CAMERA ® TYPE 1 JUNCTION BOX A — c COMMUNICATION CONDUIT A _ c EXISTING SIGNAL CONDUIT Iv D B 16 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 SU&CONSULTANT SEAL CLIENT CITY OF TUKWILA PROJECT TRLE TRANSIT CENTER SHEETTR NB SITE PLAN IBI CROUP IBI GROUP 801 Second Avenue - Sulte 1400 Seattle WA 981041576 USA tax 206.521.9091 fax 206.521.9095 ILAc,Wgs �J� 4 {SfO7 -�" tt� 7 2, MIDDLE COPYRIGHT: ARroomo.,w�`am„v wnvenain.ryim�.wuma ni mnauao. co.u,.nnwirNe� PROJECT NO: 24735.3 SHEET NUMBER REV: DRAWN BY: M. DELANO _ rCHWPAa.nmw. L.A.MANGIN w.,IN�•nr Ui aimn.iwwmwmumwl„aYiei Ay;+ T 105 NO. PATE APPR DESCRIPTION SCALE: 1I8•=1'-0• SCALE: : a�amwb,w�,��a, oAu„ro.+aNu� 1s{]Q� wvrarro A++®�oaow REVISIONS DATE: 2012-04-02 E f N 1 1Pa3lRdd013A3� AliNnwuyoo zoo-V3 LEGEND: pa PAN TILT ZOOM DOME CAMERA ® TYPE 1 JUNCTION BOX — c COMMUNICATION CONDUIT EXISTING SIGNAL _ c CONDUIT 6 NORTHBOUND STOP SITE PLAN - END TS706 1/8, = 1'-0' DI A A N 1 B 16 60% C.D. NOT FOR CONSTRUCTION 1 2 3 4 5 6 Sust NSULTANT SEAL CLIENT PROJECT TITLE SHEETTRLE CITY OF TUKWILA TRANSIT CENTER NB SITE PLAN IBI GROUP Wq END 601 Second Avenue - Sufe 1400 J��: r IBI Sea01e WA 981041576 USA GROUP :S p JQS •. ii coP Gw: PROJECT NO: 24735.3 51¢Ef NUMBER REV: t.1 206.621.9091 DRAWN BY: M.DELANO q ieicm mmee.nvinu.emwcienwiNw ueuubn.. conara..Ne wnrywa fe><206.521.9095 ttd , U7��� _• IZ - . CHK'D BV: LA. -' P.menm.w.ai.�e ,..paui.n, bi eimbubw.ne eoaeoiu.nawbu�.rei J' TS 106 WRISI.NSATE MPR DESCRIPTION = SCALE: 1/6' = 1'-0' gQg DATE: 2012-04-02 L.� | \ . �] � ANDOVERPARKWEST / —T till � SEE SHEET LP101 FOR SOUTH BOUND TRANSIT CENTER ~ r� �<| IRRIGATION NOTES IRRIGATION SCHEDULE 1. ALL PLANTING AREAS SHOWN WITHIN LIMITS OF WORK SHALL BE __ MAIN LINE (SCHEDULE 40 PVC) IRRIGATED NTH AN AUTOMATIC IRRIGATION SYSTEM. EXISTING LAwosoApc AREAS s*mu NOT BE mn/oxnED. -----' LATERAL LINE (oLxss uoo PVC) u. x^Lvss MAIN LINES, LATERAL uwss AND POINT OF CONNECTION p/ps sLssys (sss wors x) ARE SHOWN SCHEMATICALLY FOR on�pmo ponpoyss. mn/oxnow FP-O--C] po/wr or CONNECTIONsuu/pwswr SHALL REMAIN CLEAR or ALL pxvswsw *xus' rnsss' (wsrsn. s*ororr vx�vs. ep�. pnv)Awo nr*cn EXISTING AND pnoposco SITE sLEusw � oowrnoL xxLvs a sLscwwo IS nsumnso FOR ALL /nmoxnuw uwss AND oowreoL Wnss uwocn NEW AND cx/snwo pAvswcwrs, wxuo, ouney. s,n. /scuxnow x^us sLsswwn SHALL as w/w o^ yo*sou�s oo pvo pon uwocn � . ' arnssr rnsc p��wnw� p/� sss �/�no� eomoww,u AND umvcwm,s. AND u/w. ^r somsouLE xo pvo FOR ^~~^�=]^—~ uwocn smswwLxs. ALL Wn/wo TO BE IN scpAnArs sLssvcs FROM (Looxnuws no BE vsn/FIso) PIPING SLEEVES. | � «� �1�00 _� . RIEMCEIVVED AUG � �~ ��.� � .��1� 60% C.D.NOT FOR CONSTRUCTION NAKANOASSOMMMuc CITY OF TUKWILA ANDOVER PARK W IRRIGATION PLAN PROJECT NO: 24735.3 SHEET NUMBER V. Col'YRIGHT. GROUP cl Ae b I I I I 19+00 i "yt j I 4 n ANDOVER PARK WEST 22+00 — -- 24+00 a 25+00 26+00 27+00 28+00 29+00�--, '� '30+00 5�, 30+43 ANDOVER PARK WEST (. it y +3 ri J c1 A �ET" R. 7 EIVAD IRRIGATION NOTES IRRIGATION SCHEDULE 1. ALL PLANTING AREAS SHOWN WITHIN LIMITS OF WORK SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. EXISTING MAIN LINE (SCHEDULE 40 PVC) LANDSCAPE AREAS SHALL NOT BE IRRIGATED. LATERAL LINE (CLASS 200 PVC) 2. VALVES, MAIN LINES, LATERAL LINES, AND POINT OF CONNECTION = — - PIPE SLEEVE (SEE NOTE 3) ARE SHOWN SCHEMATICALLY FOR GRAPHIC PURPOSES. IRRIGATION EQUIPMENT SHALL REMAIN CLEAR OF ALL PAVEMENT, WALLS, TREES, POC POINT OF CONNECTION AND OTHER EXISTING AND PROPOSED SITE ELEMENTS. (METER, SHUTOFF VALVE, BPA, PRV) 3. SLEEVING IS REQUIRED FOR ALL IRRIGATION LINES AND CONTROL 0 CONTROL VALVE WIRES UNDER NEW AND EXISTING PAVEMENTS, WALLS, CURBS, ETC. ISOLATION VALVE SLEEVING SHALL BE MIN. 6" SCHEDULE 80 PVC, FOR UNDER ROADWAYS AND DRIVEWAYS. AND MIN. 4" SCHEDULE 80 PVC FOR -Z-:TT U �' STREET TREE PLANTING PIT, SEE 4AS501 UNDER SIDEWALKS. ALL WIRING TO BE IN SEPARATE SLEEVES FROM (LOCATIONS TO BE VERIFIED) PIPING SLEEVES. 11 AUG 0 6 2012' 12,667 COMMUNMY C DEVELOPMENT 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION SUB -CONSULTANT SEAL CLIENT PROJECT TITLE SHEEP TRIE ruvcnNoAasocUrBsm CITY OF TUKWILA ANDOVER PARK W IRRIGATION PLAN tr120629290ffi IS] GROUP 601 second Avenue -sons 1400 IBI Seattle WA981041576 USA GROUP tel 206.521.8091 fax 206.521.8095 �11 OTs yt � �`�.i� %Z �1 .O r MAIN LINE LAYOUT COPYRIGHT: r�anw ovroyee�mra.caurms�+aMaeu wle�. iNoro:m.e�n xxrwmwMrm:wam w.�a�w PROJECT NO: 24735.3 SHEET NUMBER L1102 REP: DRAWN BY: P. GILMOUR # # # #`-•.-,,,, CHKDBY J.YAMAGUCHI NO. DATE APPR DESCRIPTION SCALE: 1' = 20'-0' Y9O8 don ei c6ow REVISIONS DATE: 2012-04-02 SAWCUT EX EXISTING OR NEW FINISH GRADE PAVEMENT NECE55ATj ASPHALT, CONCRETE OR MA50NRY PAVED 5URFACE SCHEDULE 40 PVC MAINLINE TO AUTOMATIC CONTROL VALVES EXTENSION (AS REq.) — — — = _ _ _ _ — PLASTIC SPRAY NOZZLE (SEE QiRIGATION SCHEDULE) STACK SEAL JOINT 3' MINIMUM CLEARANCE REQUIRED TO FIRST JOINT OR FITTING JUMBO VALVE BOX VMAX W/ LOCKING UD ASPHALT, CONCRETE, MULCH 1-1/2- TO 2' AT SHRUB SPRAY — CLEAN COMPACTED FLOW SENSOR IN VALVE BOX MASONRY OR WATER TIGHT WIRE CRUSHED ROC I I I -III —III NATIVE BACKFILL (NORMALLY CLOSED) MASTER VALVE IN VALVE BOX 5PUCE5, TYP. FINISH GRADE BRASS PIPE 5PARE �" ULCH (TYP.) BACKFLOW PREVENTION ASSEMBLY FOGTITE MODEL #25-TA CONCRETE VAULT WITH LOCKING LIDS N w POP UP SHRUB SPRAY HEAD i �j��j�� -I \/� DETECTION TAPE (BLUE) MUELLER STOP/WASTE VALVE DETECT -A -TAPE IN TRENCH (BLUE) 24' MIN. (MAIN) -III -I PRV 5CH. 40 PVC LATERAL ;o W 18' MIN. \�\� I_ 5/8° MINUS CRUSHED ROCK BEDDING COMBINED PRESSURE REDUCING VALVE & STRAINER CUT NOTCHE5 IN BOX FOR 7o CLS.}75 PVC PREFABRICATED TRIPLE SWING DINT ASSEMBLY (OR APPROVED EQUAL) L.�... n PVC SLEEVE WITH MAIN BRASS PIPE PIPE A5 REQ. AT EACH END b -III < _ a OR LATERAL UNE5 OR BRR STOP VALVE UNION, TYP. (2 PLACES) ® CONTROLLER WIRE5 15 FOR ISOLATION SCH. 60 PVC TEE, FITTINGS, III G V BRONZE GATE VALVE TYPE W COPPER PIPE FROM METER TO GATE VALVE PVC ADAPTER, IYP. AUTOMATIC CONTROL VALVE GEO-TEXTILE FABRIC � &ADAPTORS (AS REQUIRED TYP.) _ a < NOTES: 1. 5UTVE 51ZE A5 SHOWN MM MAIN WATER METER IN BOX (BY OTHERS) CONTROL WIRES BUNDLED UNDER MAINLINE 4' DRAIN ROCK SCH 40 PVC LATE ON PLAN5 OR: I.D. OF WATER SERVICE LINE (BY OTHERS - SECTION SLEEVE TO BE I' GREATER THAN O.D. OF PIPE 2. 5LEEVE5 REQUIRED UNDER ALL PAVED AREAS. POINT OF CONNECTION POC Schematic Dia ram REMOTE CONTROL VALVE REMOTE CONTROL VALVE W/ PRV & FILTER PIPE SLEEVE TRENCHING 2 3 4 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE TECHLINE TUBING 3/4" 5CH. 3/4' PRESSURE DRIPPERLINE UNION REGULATING LINE FLU5HING FITTINGS N R VALVE VALVE FITTINDR'FFGS VALVE POLYETHYLENE FINISH GRA � CCOMPRE55ION g LATERAL LINE - RING FINISH G FIN. GR. _ MULCHFINA. VAU5T GR. - MULCH PVC MAIN LINE TO ZONES VALVE B = TECHLIN SUPPLY - TUBING - TECHLIN _VALVEB _ - TUBING 1 2' X 18' L iu BRICK 5UPPORHEADER, TECHLINE TUBING POLY - - - PLANTIN SOIL _ PIANTIN SOIL BRICK SUPPOR �'TUBING 34'GRAVELSU / - DRIPPERLINE ONE EA. CORNS 3/4" 5CH. 80 ONE (I) CUBIC AXON ^ :' SUPPLY BLANK TUBING `" ". _ .- FXHAUS 3/4' GRAVEL SU UNION HEADER HEADER ONE (1) CUBIC FT. M X F IP5 5ECTION AXON SECTION COUPLING 3/4' D15C SECTION FILTER SECTION SUPPLY HEADER W/ LATERAL CONNECTION EXHAUST HEADER W/ LATERAL CONNECTION REMOTE CONTROL VALVE W/ PRV & FILTER FLUSHING VALVE 5 6 7 8 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE G"ROUND VALVE BOX \`V �L ` \`� FINISH GRAE F _ AIR/ VACUU ` �O�`�► RELIEF VALVE R3/4'ED M X IN F REDUCTION OwI 1?- 0�IN� �`Nv BUSHING TECHLINE 180 2- `� �\� � C; E 9 VC" }...., TECHLINE TUBING ADAPTOR TEE �P`�FO - BRICK SUPPORTS, O O O! v 3/4" GRAVEL 5U THREE (3) TOTAL ONE (1)CU51C AUG 0 6 2012 SECTION oo� I / COMMUNITY DEVELOPMENT 60% C.D. NOT FOR CONSTRUCTION AIRIVACUUM RELIEF VALVE 9 PLACEHOLDER 10 ... 1 PLACEHOLDER ... NOT TO SCALE NOT TO SCALE NOT TO SCALE SUSGONSULTANT NAKANOA89OCLUNI a SEAL CLIENT CITY OF TUKWILA PROJECT TITLE TRANSIT CENTER SHEET TIRE IRRIGATION DETAILS Id706man 6.2DS22 IBI GROUP IBI GROUP 601SeWn0AYBnuO-SVlte1400 Seattle WA9B1041576USA 4 �YgSZ OE �S$ AND ANDOVER PARK W COPYRIGHT: PROJECT NO: 24735.3 SHEET NUMBER REV: DRAWN BY: P. GILMOUR Ao,mm�o,wp�e�indea e�..w..aun... tel 206.521.9091 Tax 206.521.W95 - .,` .. " I, 00 ��£ n # Y • CHK'D BY: J. YAMAGUCHI b.Y em..aowmmue.ma.h�wmi ° "`- t L1501 NO. GATE APPR DESCRIPTION SCALE: AS SHOWN b e�w ar�vw�e e.bnw�iro.x M1en�. T90E REVISIONS DATE: 2012-04-02 GROW EXISTING LANDSCAPE LANDSCAPE BED: REMOVE DEBRIS, GRAVEL, AND BAD TO REMAIN/PROTECT SOILS. REPLACE WITH PLANTING SOIL. ADD SHRUBS AND IN PLACE GROUND COVER AS SHOWN. TRANSITION GRADE WITH EXISTING BED. TOPDRESS WITH MULCH. I i Li ❑ EXTENT OF WORK 0 0 ------- ------- eeeeeeee ----------------- 1-4 - ------- r 4- 4� SEE SHEET LP601 FOR PLANT SCHEDULE 0 z ANDOVERPARKWEST M TRAIN VINES To CLIMB TRELLIS POST Yi\ Z + + - -F IF- —oo7 Z/2 ----------- -CEIVE SEE SHEET LP601 FOR PLANT SCHEDULE R rz T D AUG 0 6 2012 ANDOVER PARK WEST COMMUNITY SOUTHBOUND TRANSIT CENTER PLANTING PLAN DEVELOPMENT 0 10, 20' 60% C.D. NOT FOR CONSTRUCTION SUB -CONSULTANT SEAL CLIENT PROJECT TRLE SHEET TrrLE NAKANOASSOCIATBS= CITY OF TUKWILA TRANSIT CENTER SB 181 ORODP PLANTING PLAN 801 S— d Avenue - Sufte 1400 S—.—III-1516USA JBI PROJECT NO: 24735.3 GROW SHEET NUMBER UP W 2G6.521.9091 DRAWN BY: P. GILMOUR fax 206.621.9095 CHK'D BY; J. YAMAGUCHI NO. DATE APPR SCALE: 1- 10'-0" NO. REVISIONS DATE: 2012-04-02 ANDOVER PARK WEST 8"w 777N2 ------ IEEE Ell f t 0 . . . . . . . . . I E CABLE FENCE, TYP. EXTENT OF WORK SEE ARCH DWGS. TREE PIT WITH GRATE, TYP. SEE SHEET LP601 FOR PLANT SCHEDULE ANDOVER PARK WEST TREE PIT WITH I In GRATE, TYP. 70 ■ NORTHBOUND TRANSIT CENTER PLANTING PLAN 1-10'-o' 0 10, 20' SEE ARCH DWGS. EXTENT OF WORK 6121-Oa 7 HECULIED 2212 SEE SHEET LP601 FOR PLANT SCHEDULE C 0 Ni N1 U N:T V DEVELOPha&JT 60% C.D. NOT FOR CONSTRUCTION $U&CONSULTANT NAKANOASSIDICLUMuc lm6mp SEAL UIEW CITY OF TUKWILA PROJECT TIRE TRANSIT CENTER SHEUT NB & BAKER ld 206 292 SM f.206mgm 161 GROUP 6015 d Avenue - Sufte 1400 -' ri, PLANTING P LAN S-II.--1141111USA JBI GROUP t.1 206.521. 91 4t "I "'w 7r, 01y1�Ppp co PROJECT NO: 24735.3 SHEET NUMBER REV: DRAWN BY: P. GILMOUR fax 206.52 .9M 0)" CHICD BY: J.YAMAGUCHI LP102 DATE APPR DESM"ION SCALE: 1" = 10'-0' .wdNO. -=lG=p == I REVISIONS DATE 2012-04-02 1 U r , r J• i � i i ici— k . / c cp I= o ANDOVER PARK WEST _ ,. �. till_ i { , „-- -x,.,;,.,.a.<>x<x�rq�. �."',-z.awvtr `+• "' ,J /�j'fs;��J{ _ :k'2a�AICGI..tRr9''AX�.E�R`:��5.:::P.�i2A'3��. •��,{ _.I _ I1;:1 , Y F r- t. L't '• � ,. Y � k _ -1 � + -2 , �.1 i I " I h -SEE SHEET LP101 FOR SOUTH BOUND TRANSIT CENTER ANDOVER PARK WEST LJ �„. .... _i=•n. s•::::�,.,„r� �;ti :«^?..� t�+o-�`.'-. - s_ �'`�;, �Fi. _ . " ®s.�- I'i�+: .t ?�!' - --- 1.4�. 7�3T= �i iz .:. / yZ �J RECEIVED AUG 0 6 2012 COMMUNITY DEyELop i,jT 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION SUBCONSULTA SEAL CLIENT PROJECT TITLE SHEETT9RE NAKANOA990QAT39nc CITY OF TUKWILA ANDOVER PARK W APW SOUTH STREET L-Wwe &dm� Idimm909D IBIGROUP PLANTING PLAN fn2D62929610 601 Second Avenue - Sui9e 1400 �J�.�,�� ,,;, I'L,4s IBISea10e WA 98104 1576 USA Ok y y''S5 COPYRIGHT: GROUP-t PROJECT NO: 24735.3 SHEET NUMBER REV: MTi we.eovwN,we w.�. mwm.: tot 206.521.9091 y ��� a::�• .� �� f. 206.521.9095 �,}�SLy g ,b DRAWN BY: P. GILMOUR m�ua. nvra.wuwmnamw.me.pe e� tl tl tl tl ♦ CHICO BY: J.YAMAGUCHI �-- r LP103 Di rrounbwp.+e wwn woyexinmen�onw�Ma N0. DATE APPR DESCRIPTION 79O$ $GALE: 1'=20'-0' REVISIONS DATE: 2012-04-02 I i : ` I 1 0 l 1 0 l 1 0 1 1 0 l l I t 1 ANDOVERPARKIMEST SEE SHEET LP102 FOR NORTH BOUND TRANSIT 5. _ ... r:x-� - {, -__ u.!_ ,-?. .x. .-_, .. .1_:.-}`�_•., '-- _t 1 .. 1 F r_.... . ; , is ,.� _.:. _ _ _ .r_x.. -�z I- _. -L � .�._,,�,.. — 1 � — . p � . �'x .. <, ___ _ � ...i_.a I±f- a0 �+ � I I .k: %: _:_.,.ix�,:'_�( -^s--m o�,••--x--�;=o — � — ��FT —a-na-•---�,*��'��� ,..1 -' ,-1- '`— : �S : i ! j i : I j-t< , t Z 1 h _. _—_. _ .._._....- _..2-,, '� '30 .. 28+00 ....: ANDOVER PARK WEST - - - - 00 ..:-30+43 - Y M1: A j r D 2 QB a�lpp I TV. E tid IS l% ED - Z I I j � :, E LS501 � � .ii _. ,-n-�,� f ' ?e -j� e,,•r. � � � - ', } fir S I COMMUNMY DEVELOPMENT 0 20' 40' 60% C.D. NOT FOR CONSTRUCTION SUB NSULTANT SEAL CLIENT PROJECTTRIE SHEEP TffIE NAKANOAB®OCl MMuc L�A-p &&M.W CITY OF TUKWILA ANDOVER PARK W APW NORTH STREET IdB7627 "m IBI GROUP PLANTING PLAN (.MMNW 60, 9 dAr ..-M.1400 ,-�~q'=},y � ® IBI Seam. WA 981041576 USA Q YAna cowRicHT: GROUP `Q'.t1 PROJECT NO: 24735.3 SHEETNUMMR❑t.1 206.521.9091 1e[206.521.9095 !;�i 1-1.U7,O �2NOE., DRAWN BV: P. GILMOUR . �. CHMDVAMAGUCHI LP104 DATE APPR DESCRIPION 790 SCALE: , =20'-0' NS DATE: 2012-04.02 PLACEHOLDER.... TREE PROTECTION NOT TO SCALE 2 PLACEHOLDER .... TREE PROTECTION NOT TO SCALE 3 PLACEHOLDER.... STREET TREE PITS NOT TO SCALE PRUNE ONLY A5 DIRECTED TREE GRATE, MATCH TO EXISTING GRADE. PLANT 1-1/2" ABOVE GRADE AT FRAME, 51ZE VARIES. TREE STAKING TIES WHICH TREE GREW AT NURSERY n #4 REBAR WELDED TO FRAME. TREE GRATE 51ZE VARIES. GRATE TO (2) 2" DIA WOOD STAKE. COMPLY W/'TITLE 24" REGARDING ALIGN STAKES TO RESPOND ACCE551131LITY TO PREVAILING WINDS. 2" PEAGRAVEL SECTION ANCHOR O TRUNK FLARE TO BE EXPOSED AND 2° ABOVE FINISH TYPICAL IRRIGATION BUBBLER RISER KOOTBALL GRADE. GALV.TURNBUCKLE W/EYE END5, MULCH: 2" DEPTH PLACEMENT WIRE HOSE TIGHTEN AFTER TREE PLACEMENT TURNBUCKLE ALLOW 2" CLEAR FROM TRUNK. FINISH GRADE CONC.CURB BUBBLER, TYP. X a ACKFILL WITH TOPSOIL, LIGHTLY TAMPED INTO PLACE. N 18" DEEP ROOT BARRIER GUYING PLAN 3" HEIGHT SOIL SAUCER. INSTALL AT EDGE OF PLANTING 1/2" RUBBER H05E OVER 10 GA WIRE. I( VA51DEWALK IT. PROVIDE P051TIVE CONNECTION TO TURNBUCKLES 8 ANCHORS Z fX151TING ROAD FILL TO BE REMOVED REMOVE ALL B, WINE, AND WIRE FROM AT LEAST TO A MIN. DEPTH OF 4'-O". REPLACE URLAPT 1 F - PLANTING PIT, SCARIFY SIDES 501L W/ 5TREET TREE PLANTING 501L, 1MAX.~ TOP AND SIDES OF ROOTBALL. DO NOT BURY ANY TREE I — I WATER COMPACT BACKFILL TO PREVENT R E S � ;m WRAP MATERIAL IN THE HOLE. COMPACT SOIL UNDER PLANT TO _ — — z .,,,>, SCARIFY ROOTBALL IF SURFACE IS GLAZED SMOOTH. CUT OR — SETTLING. TEASE ROOTS OUTWARD TO AVOID CIRCLING ROOTS. AVOID SETTLING = _ AUG 0 �� 1 •� "DUCKBIL' OR AUGER ANCHOR I NOTE: I I— I I MIN 2x WIDTH SCARIFY SUBGRADE SECTION — ° I REMOVE ANY WIRE, STRING OR OTHER COMMUNiT'Y OF ROOTBALL TAMP SOIL PEDESTAL FOR PLANT ROOTBALL BEFORE 6" CIA, X G'-0" AUGERED DRYWELL. FASTENER, PULL BACK 13URLAB FROM DEVELOPMENT PLANT PLACEMENT TO MINIMIZE SETTLING FILL W/ WASHED PEA GRAVEL TOP 1/2 OF POOT13ALL PRIOR TO PLACEMENT. 4 PLACEHOLDER... DECIDUOUS TREE PLANTING NOT TO SCALE PLACEHOLDER.... TREE PIT WITH TREE GRATE 5 NOT TO SCALE £ /2. -00 7 60% C.D. NOT FOR CONSTRUCTION SU CONSULTANT SEAL CLMNT PROJECT TIRE SHEET THE NAKANOA SOC AM= CITY OF TUKWILA TRANSIT CENTER PLANTING DETAILS tl2662I "m IBI GROUP �I AND 801 S—ll Avenue -Sulte 1400 • 'sy ANDOVER PARK W IBI SwffleWA981041576USA CROUP tel 206.521.9091 hx 206.521.9095 k ':v� pff,`�i S� ly ttt� �'; COPYRIGHT: PROJECT NO: 24735.3 SHEETNUMBER REV: DRAWN BY: P. GILMOUR ryPwmbrs��.w�eey.�u.t��� �., s• LP501 4 4 e n CHILD BY: J. YAMAGUCHI N0. DATE APPR DESCRIPTION $HALE: A$$HOWN =A e��n.�e�.rN•�.ur.emma b lelcwp a.Lwwb e.iv. wosaxNrnm em�m. 7805 REVISIONS DATE: 2012-04-02 PLANT SHRUBS AT 1" ABOVE LEVEL GROWN IN NURSERY MULCH LAYER: 2" DEPTH. ALLOW 2" CLEAR FROM TRUNK/ STEM FINISH GRADE WIDTH OF PLANTING PIT = 2X WIDTH OF ROOTBALL TOP SOIL SCARIFY SUBGRADE REMOVE BINDING FROM TRUNK, PULL BURLAP BACK TO SIDES OF ROOTBALL. EXPOSE NO BURLAP TO SURFACE AFTER BACKFILLING DECIDUOUS TREE PLANTING & STAKING NOT TO SCALE TRIANGULAR DISTANCE BETWEEN TOTAL AREA SF SPACING = 8 ROWS = H PER PLANT 6" 5.20 0.2165 8" 6.93" 0.3849 9" 7.79" 0.4871 10" 8.66" 0.6014 12 1 10.39 0.8880 15" 12.99 1.3532 18 (1.5") 15.59 1.9466 21" 18.19" 2.6522 24 (2') 20.78" 3.4641 30" 25.98 5.4127 36'; (3') 31.18" 7.7942 42' 36.37" 10.6088 48 4 41.57 13.8564 54" 46.76 17.5370 60 5' 51.96 21.6506 72 6' 62.35 31.1760 72.74" 42.4352 83.14" 55.4256 Lmi 93.53" 70.1481 103.92" 86.6000 4 TYPICAL GROUND COVER SPACING NOT TO SCALE 110h&-Ioll1 SCARIFIED SUBGRADE TYP. GROUNDCOVER PLANTED AT NURSERY LEVEL (POTTED PLANTS OR ROOTED CUTTINGS) MULCH LAYER 3" DEPTH FINISH GRADE ii-iil Ili-lii-�-In -iii iii-iii-ui-ni iii-Iii- SEE DETAIL 9 -IBI" IIIITIuIII VI lI �NI IIIIII��ITi� ) I -III -III THIS SHEET - FOR SUBGRADE SECTION TYP. SPACING PREPARATION PER LANDSCAPE PLAN NOTE: ON SLOPES, SET PLANT PERPENDICULAR TO SLOPE. 2 GROUNDCOVER PLANTING NOT TO SCALE 1,F('TI/lNl 5 VINE PLANTING NOT TO SCALE ENCE PLANT VINE5 AT LEVEL GROWN IN NUR5ERY MULCH LAYER: 2" DEPTH. ALLOW 2" CLEAR FROM TRUNK/ STEM FINI511 GRADE WIDTH OF PLANTING PIT = 2X WIDTH OF POOT15ALL TOP 50L/ PLANTING 501L MIX 5CARIFY 51-115GRADE REMOVE ALL BINDINGS FROM TRUNK/ STEM SPECIFIED SPACING, TYP. EQ PLANTING BED O O SPECIFIED SPACING. TYP. SPECIFIED SPACING. TYP EDGE OF PLANTING BED OR PAVING 3 TYPICAL PLANT SPACING NOT TO SCALE cc i 2 -o' 0-7 AUG 0 6 2012 COMMUMTY DEVELOPtMENT 60% C.D. NOT FOR CONSTRUCTION SUB.CONSULTA SEAL CLIENT PROJECT TRLE SHEET NAKAN0A890CWW= CITY OF TUKWILA TRANSIT CENTER PLANTING DETAILS tl70 mim IBI GROUP AND 60, Sec "'Ar..ue-SuRe 1400 1�' w ANDOVER PARK W " IBI PYSe Me WA 981041576 USA " qS �. s COPYRIGHT: GROUP o f t PROJECT NO: 24735.3 SHEET NUMBER REv: Annomermn>y.nay>,y ay,. n., tel 208.521.9091 '441y eT uucuP�bma.. wnma.w.w.wn... W`-.F r0 DRAWN BY: P. GILMOUR oo,..�raMeiuw.cmwmtvta ��+r�a fax 206.521.8095 N = a+na wasv�T vu�rmna. laar�.®we p p p p ��`�..........-'�.r CHKDBY: J.VAMAGUCHI LP502 e ml T.mm b.opm.Y apn pocwirip w5nmbum. NO. GATE APPR DESCRIPTION iHOB SCALE: AS SHOWN covrRwrHe xors iei caouv REVISIONS DATE: 2012-04 02 ,PLANT SCHEDULE - TRANSIT CENTERS j S QTY BOTANICAL NAME / COMMON NAME 1 EXISTING TREE TO REMAIN DECIDUOUS TREES 15 CORYLUS CORNUTA VAR. CALIFORNICA / WESTERN HAZELNUT *D 1 FRAXINUS PENNSYLVANICA 'MARSHALL' / MARSHALL SEEDLESS GREEN ASH 12 GINKGO BILOBA / MAIDENHAIR TREE * 2 MAGNOLIA GRANDIFLORA 'LITTLE GEM' / LITTLE GEM MAGNOLIA * LARGE SHRUBS 2 CISTUS CORBARIENSIS / WHITE ROCKROSE 45 BERBERIS THUNBERGII ATROPURPUREA / PURPLELEAF JAPANESE BARBERRY 61 BERBERIS THUNBERGII 'HELMONDII' / HELMOND PILLAR BARBERRY 30 ESCALLONIA 'COMPAKTA' / DWARF ESCALLONIA 30 ESCALLONIA LANGLEYENSIS 'APPLE BLOSSOM' / ESCALLONIA 9 RIBES SANGUINEUM 'WHITE ICICLE' / WHITE FLOWERING CURRANT SMALL SHRUBS ® 30 CISTUS SALVIIFOLIUS 'PROSTRATUS' / SAGE -LEAVED ROCK ROSE SIZE MULTISTEM, 8' HT., B&B OR CONTAINER 2 1/2" CAL, 12 TO 14' HT., BALANCED UNIFORM BRANCHING, TRUNK FREE OF BRANCHES 6-7'HT. B&B OR FABRIC BAG 2" CAL, BALANCED UNIFORM BRANCHING, B&B OR FABRIC BAG 1 1/2" CAL. BALANCED UNIFORM BRANCHING, B&B OR FABRIC BAG 18" HT., B&B OR CONTAINER 30" HT., B&B OR CONTAINER 30" HT., B&B OR CONTAINER 18" HT., B&B OR CONTAINER 18" HT., B&B OR CONTAINER 30" HT., B&B OR CONTAINER 24" SPREAD GROUNDCOVER/ GRASSES / PERENNIALS 3742 SF EUONYMUS FORTUND 'COLORATUS' / WINTERCREEPER * 1 GAL., 18" O.C. 72 FESTUCA OVINIA 'GLAUCA' / LARGE BLUE FESCUE * 2 GAL. 18 MISCANTHUS SINENSIS 'MORNING LIGHT'/ MORNING LIGHT JAPANESE SILVER GRASS 2 GAL. 141 PENNISETUM ALOPECUROIDES 'HAMELN' / DWARF FOUNTAIN GRASS 2 GAL. VINES i 6 WISTERIA FLORIBUNDA 'SHIRO-NODA' / JAPANESE WISTERIA 2 GAL * INDICATES DROUGHT TOLERANT SPECIES. ❑ INDICATES NATIVE SPECIES. 1. CONTRACTOR SHALL PROVIDE PROTECTION FENCING AROUND EXISTING TREES THAT ARE TO REMAIN. DO NOT STORE MATERIALS OR EQUIPMENT OVER TREE CRITICAL ROOT ZONE. DO NOT OPERATE EQUIPMENT OVER CRITICAL ROOT ZONES. 2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING ANY DIGGING NEAR EXISTING TREES. WHERE ROOTS EXPOSED BY EXCAVATION ARE DEEMED CRITICAL TO THE TREE HEALTH, EXCAVATION WITH AIR SPADE AROUND AND THROUGH THE ROOTS. MAINTAIN MOISTURE ON ALL EXPOSED ROOTS. 3. CONTRACTOR SHALL BE FAMILIAR WITH LOCATIONS OF ALL ON -SITE UTILITIES PRIOR TO COMMENCING ANY LANDSCAPE WORK. 4. REPAIR ALL AREAS DISTURBED BY CONSTRUCTION AND NOT DESIGNATED FOR NEW PLANTING. 5. ALL PLANTING AREAS SHALL RECEIVE 2" DEPTH OF MULCH. 6. ALL LANDSCAPE AREAS SHALL BE AUTOMATICALLY IRRIGATED. 7. GROUNDCOVER CONTINUES UNDER TREE AND SHRUB SYMBOLS. B. PLANTING PLAN TAKES PRECEDENT WHEN THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES IN THE PLANT SCHEDULE AND THE PLAN. 9. FOR PLANTING DETAILS SEE LP501 AND LP502. PLANT SCHEDULE - ANDOVER PARK WEST QTY BOTANICAL NAME / COMMON NAME SIZE �5�YM �I EXISTING TREE TO REMAIN 1 D / DECIDUOUS TREES 11 ACER FREEMANII 'JEFFERSRED' / AUTUMN BLAZE MAPLE 2 1/2" CAL, 12 TO 14' HT., BALANCED UNIFORM BRANCHING, TRUNK FREE OF BRANCHI 6-7'HT. B&B OR FABRIC BAG + 29 FRAXINUS PENNSYLVANICA 'MARSHALL' / MARSHALL SEEDLESS GREEN ASH 2 1/2" CAL, 12 TO 14' HT., BALANCED UNIFORM BRANCHING, TRUNK FREE OF BRANCHI 6-7'HT. B&B OR FABRIC BAG • 2 GINKGO BILOBA / MAIDENHAIR TREE * 2" CAL, BALANCED UNIFORM BRANCHING, TRUNK FREE OF BRANCHES 5-6' HT. B&B OR FABRIC BAG 0 30 QUERCUS ROBUR X Q.ALBA 'CRIMSCHMIDT' / CRIMSON SPIRE OAK 2 1/2" CAL, 12 TO 14' HT., BALANCED UNIFORM BRANCHING, TRUNK FREE OF BRANCHI 5-6'HT. B&B OR FABRIC BAG LARGE SHRUBS Q ISO BERBERIS THUNBERGII ATROPURPUREA / PURPLELEAF JAPANESE BARBERRY * 30" HT., B&B OR CONTAINER ® 236 ESCALLONIA 'COMPAKTA' / DWARF ESCALLONIA 18" HT., B&B OR CONTAINER SMALL SHRUBS 0 24 BERBERIS THUNBERGII 'ATROPURPUREA 'BAGATELLE'/ DWARF BARBERRY* 12" SPREAD B 42 CISTUS SALVIIFOLIUS 'PROSTRATUS' / SAGE —LEAVED ROCK ROSE * 24" SPREAD m 36 MAHONIA NERVOSA / CASCADE OREGON GRAPE*D 2 GAL. GROUNDCOVER/ GRASSES / PERENNIALS ® 3313 SF EUONYMUS FORTUNEI 'COLORATUS' / WINTERCREEPER * 1 GAL., 18" O.C. ¢ 126 SF NASSELLA TENUISSIMA / MEXICAN FEATHER GRASS* 2 GAL. O 95 PENNISETUM ALOPECUROIDES 'HAMELN' / DWARF FOUNTAIN GRASS 2 GAL. 120 SF RUBUS PENTALOBUS / CRINKLE -LEAF CREEPER* 1 GAL., 30" O.C. ® 435 SF SEDUM SPURIUM 'VOODOO' / VOODOO STONECROP* 4" POT, 24" O.C. * INDICATES DROUGHT TOLERANT SPECIES. ❑ INDICATES NATIVE SPECIES. I_1► I I�Yi1_1 � � ► [•] 1 ��_\ ID IL1�/ �:a J:1:ai4►I �.� I 1. CONTRACTOR SHALL PROVIDE PROTECTION FENCING AROUND EXISTING TREES THAT ARE TO REMAIN. DO NOT STORE MATERIALS OR EQUIPMENT OVER TREE CRITICAL ROOT ZONE. DO NOT OPERATE EQUIPMENT OVER CRITICAL ROOT ZONES. 2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING ANY DIGGING NEAR EXISTING TREES. WHERE ROOTS EXPOSED BY EXCAVATION ARE DEEMED CRITICAL TO THE TREE HEALTH, EXCAVATION WITH AIR SPADE AROUND AND THROUGH THE ROOTS. MAINTAIN MOISTURE ON ALL EXPOSED ROOTS. 3. CONTRACTOR SHALL BE FAMILIAR WITH LOCATIONS OF ALL ON -SITE UTILITIES PRIOR TO COMMENCING ANY LANDSCAPE WORK. 4. REPAIR ALL AREAS DISTURBED BY CONSTRUCTION AND NOT DESIGNATED FOR NEW PLANTING. 5. ALL PLANTING AREAS SHALL RECEIVE 2" DEPTH OF MULCH. 6. ALL LANDSCAPE AREAS SHALL BE AUTOMATICALLY IRRIGATED. 7. GROUNDCOVER CONTINUES UNDER TREE AND SHRUB SYMBOLS. i2 -007 8. PLANTING PLAN TAKES PRECEDENT WHEN THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES IN THE PLANT SCHEDULE AND THE PLAN. 9. FOR PLANTING DETAILS SEE LP501 AND LP502. F . O lAIE AUG 0 6 2012 COMMUNMY 60% C.D. NOT FOR COWfOda ffllbN SUB CONSULTANT SEAL CLIENT PROJECT TRLE SHEET TRLE wvcnlvOAssocLAMm CITY OF TUKWILA TRANSIT CENTER PLANTING SCHEDULE ldz*=zm IBI GROUP AND fa2062> %w 801S...dAv ue-SUfie1400 ��y1LA, ANDOVER PARK W IBI Seatl¢WA981041576USA �J _ASS COPYRIGHT: GROUP �9 Of,f;'?7 , PROJECT NO: 24735.3 SHEET NUMBER REV: ,yywuwbma,pq�wmewm�m,.,ry Pnpweournw bl 206.521.9091 'fi 3 y fax 206.521.9095 i C ,r' J2 t yy t DRAWN BY: P. GILMOUR ,..wwN.n.na�.w,.wmmmmvma.wBw •i 9 C Y Y \, i� CHK'D BY: J. YAMAGUCHI N0. GATE APPR DESCRIPTION 78QS $GALE: NOT TO SCALE IBI Gwp b.oPu'� BWn Pwwalro'MN *O,imvi mil M� caow REVISIONS DATE: 2012-04-02 1 SHELTER ROOF DRAINAGE STRIP a SHELTER ROOF ���G FILTER FABRIC PEBBLE MULCH r DRAINAGE STRIP �- `GQ GO PLANTER �O' - OR UNDERDRAINAGE, FILTER FABRIC SEE CIVIL o `� \� PLANTER :':ai;a;a', =; -ays !�•:;: UNDERDRAINAGE, V s :a',:• i, SEE CIVIL SOUTHBOUND ENLARGE SECTION - THRU PLANTER LP101 SCALE: 1/2' =1'-0' FACE OF CURB NORTHBOUND 2 ENLARGE SECTION - THRU PLANTER LP102 SCALE: 12'=1'-0' STREET TREE SPACING, TYP. 32'-0" 8- 10_ 8 —0" ---I— NOTE "2 8'-0. 8'-0" — — — — — — — — — — — — — — — — — — — — Iy { { I 1 t L I- R00T BARRIER I 24" DEPTH " I I _ STRU TURAL SOIL. — --- ---- --------- _---_—_.— --_--_— _— 4' DEPTH, BENEATH - EXISTING LANDSCAPE PAVEMENT - - METAL EDGE RESTRAINT - - - CIP CONIC. SIDEWALK, - -. - - - - SEE CIVIL PLANTING AREA W/ 1. SEE CIVIL FOR FOR SCORING AND EXPANSION JOINTS PLAN VIEW PLANTING SOIL 2. FOR EXCEPTIONS WHERE TREES ARE SPACED LESS THAN 32' O.C. MAKE UP THE DIFFERENCE IN MIDDLE SECTION. WAS" PERVIOUS AGGREGATE PAVERS 5 STREET TREE AND SIDEWALK PAVEMENT LAYOUT TYP. LP103< SCALE: NTS 3 PLACEHOLDER... SOIL AND DRAINAGE IN PLANTER LP702 SCALE: NTS s PERVIOUS PAVER METAL EDGE RESTRAINT LP701 SGALE: NTS -" SOIL PROFILE IN PLANTERS 1P101 SCALE: NTS a PERVIOUS PAVER SUB -GRADE DETAIL LP� SCALE: NTS 71 SOIL PROFILE IN MEDIAN LP103� SCALE: NTS 011� V� Q 'E /Z - 00 % RFEE CEIVED AUG 0 6 2012 s SOIL PROFILE IN STREET TREE PITS COMMUNETY LP103-0 SCALE: NTS ULVELOPIPTENT 60% INTERNAL DESIGN SUBMITTAL NOT FOR CONSTRUCTION SUSCONSULTANT SEAL CLIENT PROJECT TTTLE SHEET TIRE wvcae*& o �s� TaiysAndrbmT CITY OF TUKWILA TRANSIT CENTER DETAILS MIm62ffi606d Tnc206M9610 IBI GROUP 901 Second Avenue - Suite 1400 �NJ1LA, I'Y �J .....�°."� IBI Seattle WA 9B104157fi USA CROUP � r,- y pf �� -�-. COP'�I T PROJECT NO: 24735.3 SHEETNUMMIA REV: DRAWN BY: P. GILMOUft ,pmy,planmmyu,nrm uv.�rwwa manor, P.mn.�er.e a o �^ • �� t.1 206.521.9091 1.. 206.521.9095 Q! uJ 1, q;,p , p C 9 9 CHILD BV: J. YAMAGUCHI reu ra.0 ann.wwrcmomma.bnwml LS501 N0. DATE A DESCRIPTION SCALE: AS SHOWN ma�wo.r,maw eawu s�eawoa,.a��naea b ®Iamw b'womwem.prcwlrvw,mmm. TBDS womr,�naaon lel mow REVISIONS DATE: 2012-04-02