Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit PL15-0024 - CYNDY KNIGHTON / CITY OF TUKWILA - S 144TH STREET PHASE II CHECKLIST
SEPA CHECKLIST Parent Project: PL15-0024 ISSUED DNS This File: E 15-0006 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director DETERMINATION OF NON -SIGNIFICANCE (DNS) File Number: E15-0006 Applied: 6-12-15 Issue Date: 7-20-15 Applicant: Cyndy Knighton, Senior Engineer, City of Tukwila Lead Agency: City of Tukwila Description of Proposal: The proposal intends to perform minor widening to 144th Street in order to provide bike lanes on both sides of the road, on -street parking, and landscaped buffer zones. The project includes replacing the existing flashing 4-way signal at the intersection of 144th St and 42nd Ave with a standard traffic signal. Also included are crosswalks, a midblock crossing with median, flashing pedestrian beacons, and upgrades to the storm drainage system. Address: S. 144th St between Tukwila International Boulevard and 42nd Ave S., Tukwila WA Parcel Number: 004000-0205, 004000-0210, 004000-0215, and 152304-9013 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. 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. Project materials including the application, any staff reports, and other studies related to the permits are available Monday through Friday 8:30 a.m. - 5:00 p.m. for inspection at Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188. The project planner is Dillon Roth, who may be contacted at (206) 431-3662 for further information. This DNS is issued under WAC 197-11-340(2). Comments must be submitted by 8/3/2015. The lead agency will not act on this proposal for 14 days from the date below. Jack' e, Responsible Official Date City o ukwila 6300 Southcenter Blvd. Tukwila, WA 98188 (206) 431-3670 The decision is appealable to the Superior Court pursuant to the Judicial Review of Land Use Decisions, Revised Code of Washington (RCW 36.70C). 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) Cc: Cyndy Knighton City of Tukwila King County Metro Valley View Sewer District State Department of Ecology, SEPA Division King County Assessor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 eitif o f J tddwiea Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Dillon Roth , HEREBY DECLARE THAT: Notice of Application X Notice of Decision Notice of Public Hearing Notice of Public Meeting X Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this 20th day of JulM , 2015 Project Name: Minor widening of S 144th St, City of Tukwila Public Works Project Number: PL15-0024 Associated File Number (s): E15-0006 Mailing requested by: Dillon Roth Mailer's signature: 1 . A g----- WAFORMS \AFFIDAVIT OF DISTRIBUTION.DOC Cyndy Knighton AGENCY KC METRO TRANSIT/SEPA OFFICIAL VAL-VUE SEWER DISTRICT KC ASSESSOR'S OFFICE WA DEPT OF ECOLOGY CITY OF TUKWILA DEPARTMENT ENVIRONMENTAL PLANNING ACCOUNTING DIVISION SEPA REVIEW PUBLIC WORKS ADDRESS 201 S JACKSON ST., MS KSC-TR-0431 PO BOX 69550 500 4th AVE, RM# 709A email only email only CITY SEATTLE SEATTLE SEATTLE ST WA WA WA ZIP 98104 98168 98104 sepaunit@ecy.wa.gov Cyndy.Knighton@TukwilaWA.gov R7 Dillon Roth From: Dillon Roth Sent: Monday, July 20, 2015 3:22 PM To: 'sepaunit@ecy.wa.gov' Subject: SEPA determination Attachments: Staff Report_144th_SEPA.pdf; 144th St SEPA app 061615.pdf; 144th St Site Plans abrv.pdf; Affidavit of Distribution with addresses.pdf; Notice of Decision.pdf Hello, This email is to notify you of a SEPA determination in Tukwila. A DNS was issued today for a street improvement project on S. 144th St. Attached you will find the staff report, the SEPA checklist, site plans, an affidavit of distribution, and the notice of decision. Should you have any questions please don't hesitate to respond. Dillon Roth Planning Intern City of Tukwila Dillon. Roth@tukwilawa.gov (206) 431-3662 The City of opportunity, the community of choice. 1 Dillon Roth From: Dillon Roth Sent: Tuesday, July 07, 2015 12:17 PM To: 'Andrew LaRue' Subject: FW: S 144th St improvements Hi Andrew, See the response below regarding your question. Sounds like there is not a contractor yet for the street improvement project on 144th. Dillon From: Robin Tischmak Sent: Tuesday, July 07, 2015 12:11 PM To: Dillon Roth Subject: RE: S 144th St improvements Dillon - If I understand your question, the City doesn't have a contractor on board yet for the street improvements. I believe the SEPA notification is for the City project, which includes curb, gutter, sidewalk, etc. (all the street improvement work). The contractor that is currently on site is working for the Developer and will not be constructing the street improvements (unless they bid on the City project later this year). The street improvements are associated with the Tukwila Village development, but they are being led by the City on a separate contract. So, bottom line is that there is no contractor selected yet that is related to the SEPA notice. Let me know if you have any other questions. Thanks. Robin From: Dillon Roth Sent: Tuesday, July 07, 2015 11:44 AM To: Robin Tischmak Subject: RE: S 144th St improvements Hi Robin, Do you know who the contractor is for the 144th St improvements project? Valley View sent the below email prompted by the SEPA notification. I told them yes it was coordinated with Tuk Village, but I'd find out who the contractor is. Thanks, Dillon From: Andrew LaRue Finailto:andrewl@valvue.comj Sent: Monday, July 06, 2015 2:10 PM To: Dillon Roth Subject: S 144th St improvements Hello Dillon, We received the informational flyer today and have an initial question. Is this work being completed in conjunction with the Tukwila Village project? Is the work being completed by the developer and their contractor? i FYI - We have been in communication with the contractor currently onsite and'have completed some of the elimination, construction and inspection of mainlines and stubs. We may need to complete some work in the ROW at some point. Andrew LaRue Assistant Manager Valley View Sewer District Phone: 206-242-3236 Cell: 206-396-9290 Fax: 206-242-1527 E-mail: andrewl@vallevviewsewer.orq 3460 S 148th St Ste 100 Seattle, WA 98168 I Web www.vallevviewsewer.orq 2 Dillon Roth From: Dillon Roth Sent: Thursday, July 16, 2015 9:48 AM To: 'Kriedt, Gary' Subject: FW: KC Metro Transit Comments on Minor Widening of S 144th St. & Street Improvements Hi Gary, I just wanted to follow up with you after contacting the PM. Her response is below. It sounds like no reroutes will be necessary. Dillon From: Cyndy Knighton Sent: Wednesday, July 15, 2015 9:05 AM To: Dillon Roth Subject: RE: KC Metro Transit Comments on Minor Widening of S 144th St. & Street Improvements While there will be impacts during construction, at this time we are not anticipating a full closure of the road, including the intersection with 42' Ave S. Should there be a need to do so, we will of course notify KCM as they have requested, but at this time I don't anticipate the need. Cyndy From: Dillon Roth Sent: Wednesday, July 15, 2015 8:27 AM To: Cyndy Knighton Subject: FW: KC Metro Transit Comments on Minor Widening of S 144th St. & Street Improvements Hi Cyndy, Metro sent me the message below during the SEPA comment period. 1 told them that I'd check with you, but 1 didn't think any bus stops or bus routes would be affected in any way. I know there is no bus route on this stretch of 144th, but I think there is a bus route that uses the intersection of 144th and 42'. Will the intersection be open to traffic during the entirety of construction? Dillon From: Kriedt, Gary (mailto:Gary.Kriedt@kingcounty.govl Sent: Monday, July 13, 2015 9:23 AM To: Dillon Roth Subject: KC Metro Transit Comments on Minor Widening of S 144th St. & Street Improvements Hi Dillon — King County Metro Transit staff reviewed the S 144th St Widening/Improvements project, and we request that you have the project manager contact Metro's Construction Information Center prior to construction if work will affect Metro facilities or services. Please note that we will need advance notification per our Construction Notification Guidelines which include the following: • Three business days notification for bus stop closures or relocations • Five business days notification for bus reroutes (detours) • Ten business days notification for shelter removals & other Facilities requests • Notification can be made by phone (206.477.1140) or preferably by e-mail: construction.coord@kingcountv.aov 1 The request should specify: • The reason for the request/nature of work being done • The start/end dates (duration) for the transit disruption • The project contact's full name, company name and cell number Thank you very much! Gary Kriedt, Senior Environmental Planner Metro Transit 201 South Jackson St., MS KSC-TR-0431 Seattle, WA 98104-3856 206.477.5950 or 206.818.8647 (cell) gars. kriedt@kingcountv.gov d(„ w7lop,.,1,,,u.U.e Allyson Brooks Ph.D., Director State Historic Preservation Officer June 23, 2015 Mr. Cyndy Knighton City of Tukwilla 6300 Southcenter Blvd Tukwilla, WA98188-2544 In future correspondence please refer to: Log: 062315-10-TIB Property: S 144th Street Phase II Re: Archaeology - No Historic Properties Dear Mr. Knighton: We have reviewed the materials forwarded to our office that describe the above referenced project. We find it unlikely that the project as proposed will adversely impact important cultural resources in the project area. We do, however, ask that you prepare a robust Inadvertent Discovery Plan for archaeological finds, and prepare construction crews for the possibility of encountering prehistoric and/or historic archaeological materials during ground disturbing activities. These comments are based on the information available at the time of this review and on behalf of the State Historic Preservation Officer in conformance with Governor's Executive Order 05- 05. Should additional information become available, our assessment may be revised. Please remember that the EO 05-05 process requires consultation with affected Tribes. This is separate from DAHP review. We would appreciate receiving any correspondence or comments from concerned tribes or other parties regarding cultural resource issues that you receive. Thank you for the opportunity to review and comment. If you have any questions, please contact me. Sincerely, Lance Wollwage, Ph.D. Transportation Archaeologist (360) 586-3536 Iance.wollwage@dahp.wa.gov State of Washington • Department of Archaeology & Historic Preservation P.O. Box 48343 • Olympia, Washington 98504-8343 • (360) 586-3065 www.dahp.wa.gov oir eitg of ritiftwita 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- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this _30th day of _June 2015 Project Name: Minor widening of S 144th Street, City of Tukwila Public Works Project Number: PL15-0024 Associated File Number (s): E15-0006 Mailing requested by: Dillon Roth Mailer's signature: ge7eG. 0(04611.47At W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT OF DISTRIBUTION.DOC f City of Tukwila Notice Of Application Environmental Review for minor widening of S.144th St and street improvements File# SEPA E15-0006 Property Owner: City of Tukwila Applicant: City of Tukwila Project Planner: Dillon Roth 206.431.3662, Dillon.Roth@TukwilaWA.gov Project Description: The proposal intends to perform minor widening to 144th Street in order to provide bike lanes on both sides of the road, on -street parking, and buffer zones. The project includes replacing the existing flashing 4-way signal at the intersection of 144th St and 42°d Ave with a standard traffic signal. Also included are crosswalks, flashing pedestrian beacons, and upgrades to the storm drainage system. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd, Ste 100, Tukwila WA 98188. Comments must be received by 5:00p.m. on July 14, 2015. You may request a copy of any decision, comment on the project, and learn your appeal rights by calling the project planner listed above, or by visit- ing our offices Monday through Friday, 8:00am to 5:00 pm at DCD 6300 Southcenter Blvd, Ste 100 Tukwila WA 98188. City of Tukwila Notice Of Application Environmental Review for minor widening of S. 144th St and street improvements File# SEPA E 15-0006 Property Owner: City of Tukwila Applicant: City of Tukwila Project Planner: Dillon Roth 206.431.3662, Di11on.Roth@TukwilaWA.gov Project Description: The proposal intends to perform minor widening to 144th Street in order to provide bike lanes on both sides of the road, on -street parking, and buffer zones. The project includes replacing the existing flashing 4-way signal at the intersection of 144th St and 42°d Ave with a standard traffic signal. Also included are crosswalks, flashing pedestrian beacons, and upgrades to the storm drainage system. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd, Ste 100, Tukwila WA 98188. Comments must be received by 5:00p.m. on July 14, 2015. You may request a copy of any decision, comment on the project, and learn your appeal rights by calling the project planner listed above, or by visit- ing our offices Monday through Friday, 8:00am to 5:00 pm at DCD 6300 Southcenter Blvd, Ste 100 Tukwila WA 98188. IF Check items submitted with application Information Required. May be waived in unusual cases, upon app o, val of both Public Works and Planning PROJECT DESCRIPTION AND ANALYSIS: ✓ 9. Vicinity Map with site location. 10. Provide four (4) copies of any sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines for additional information. 11. Any drawings needed to describe the proposal other than those submitted with the underlying permit. Maximum size 24" x 36". .P(03- - I\JUr\n' .rs 9951CLio2 1000, /07 is y, 98, 5-cs' eco --ii. vo ,4 name OFFICE OF ARCHAEOLOGY DEPT OF NATURAL RESOURCES OFFICE OF THE GOVERNOR WA STATE COMMUNITY DEV WA DEPT OF ECOLOGY KC PARKS & RECREATION KC ASSESSORS OFFICE KC METROTRANSIT/SEPA OFFICIAL KC DEPARTMENT OF NAT'L RESOURCES FOSTER LIBRARY WESTFIELD MALL LIBRARY TUKWILA SCHOOL DISTRICT SEATTLE CITY LIGHT PUGET SOUND ENERGY HIGHLINE WATER DISTRICT VAL-VUE SEWER DISTRICT WATER DISTRICT #125 SEATTLE PUBLIC UTILITIES MUCKLESHOOT Cultural Resources Program MUCKLESHOOT Fisheries Program MUCKLESHOOT Wildlife Program DUWAMISH INDIAN TRIBE agency LEGISLATIVE BUILDING SEPA REVIEW ACCOUNTING DIVISION ENVIRONMENTAL PLANNING ENVIRONMENT & SAFETY DIV JALAINE MADURA, SEPA Laura Murphy Karen Walter Mike Middleton addresss PO BOX 48343 PO 47015 PO BOX 40002 PO BOX 48300 PO BOX 47703 201 S JACKSON ST., STE 700 500 4th AVE, RM# 709A 201 S JACKSON ST., MS KSC-TR-0431 201S JACKSON ST., STE 600 4060 S 144th STREET 1386 SOUTHCENTER MALL 4640 S 144th STREET PO BOX 34023 PO BOX 90868 23828 30th AVE S PO BOX 69550 PO BOX 68147 PO BOX 34018 39015 172nd AVE SE 39015 172nd AVE SE 39015 172nd AVE SE 4705 W MARGINAL WAY SW city st OLYMPIA WA OLYMPIA WA OLYMPIA WA OLYMPIA WA OLYMPIA WA SEATTLE WA SEATTLE WA SEATTLE WA SEATTLE WA TUKWILA WA TUKWILA WA TUKWILA WA SEATTLE WA BELLEVUE WA KENT WA SEATTLE WA SEATTLE WA SEATTLE WA AUBURN WA AUBURN WA AUBURN WA SEATTLE WA POS- h(o' zip 98504 Gretchen.Kaehler@DAHP.wa.gov 98504 98504 98504 98504 sepaunit@ecy.wa.gov 98104 98104 Christie.Most(a�kingcounty.gov 98104 98104 98168 98188 98168 98124 98009 98032 98168 98168 98124 98092 laura.murphy@muckleshoot.nsn.us 98092 Karen.Walter@muckleshoot.nsn.us 98092 mike.middletonAmuckleshoot.nsn.us 98106 l N. fl PO6 CCac� 7y Tukwila Community Member address city st zip Tukwila Community Member 12240 67TH AVE S SEATTLE WA 98178 Tukwila Community Member 13155 NOEL RD STE 100 LB73 DALLAS WA 75240 Tukwila Community Member 14201 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 14203 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 14207 TUKWILA INTERNATIONAL BLVD TUKWILA WA 98168 Tukwila Community Member 14224 37TH AVE S TUKWILA WA 98168 Tukwila Community Member 14225 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 14227 TUKWILA INTERNATIONAL BLVD TUKWILA WA 98168 Tukwila Community Member 14239 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 14406 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 14410 41ST AVE S TUKWILA WA 98168 Tukwila Community Member 14412 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 14414 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 14415 TUKWILA INTERNATIONAL BLVD TUKWILA WA 98168 Tukwila Community Member 14418 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 14420 41ST AVE S TUKWILA WA 98168 Tukwila Community Member 14422 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 14425 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 14426 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 14429 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 14432 41ST AVE S TUKWILA WA 98168 Tukwila Community Member 14435 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 14442 41ST AVE S TUKWILA WA 98168 Tukwila Community Member 14445 42ND AVE S TUKWILA WA 98168 Tukwila Community Member 14452 TUKWILA INTERNATIONAL BLVD TUKWILA WA 98168 Tukwila Community Member 14641 46TH AVE S SEATTLE WA 98168 Tukwila Community Member 1646 S LANE ST SEATTLE WA 98144 Tukwila Community Member 19005 37TH AVE S SEATAC WA 98188 Tukwila Community Member 19655 1ST AVE S STE 208 NORMANDY PARK WA 98148 Tukwila Community Member 26220 116TH AVE SE #201 KENT WA WA 98030 Tukwila Community Member 3716 S 144TH ST TUKWILA WA 98168 Tukwila Community Member 3725 S 144TH ST TUKWILA WA 98168 Tukwila Community Member 3729 S 142ND ST TUKWILA WA 98168 Tukwila Community Member 3742 S 144TH ST TUKWILA WA 98168 Tukwila Community Member 3743 S 142ND ST TUKWILA WA 98168 Tukwila Community Member 3747 S 142ND ST TUKWILA WA 98168 Tukwila Community Member 4021 S 144TH ST TUKWILA WA 98168 Tukwila Community Member 4028 S 146TH ST TUKWILA WA 98168 Tukwila Community Member 4029 41ST AVE S TUKWILA WA 98168 Tukwila Community Member 4030 S 146TH ST TUKWILA WA 98168 Tukwila Community Member 4050 S 146TH ST TUKWILA WA 98168 Tukwila Community Member 4052 S 146TH ST TUKWILA WA 98168 Tukwila Community Member 4053 S 144TH ST TUKWILA WA 98168 Tukwila Community Member 4054 S 146TH ST TUKWILA WA 98168 Tukwila Community Member 4056 S 146TH ST TUKWILA WA 98168 Tukwila Community Member 4057 S 144TH ST TUKWILA WA 98168 Tukwila Community Member 4060 S 144TH ST TUKWILA WA 98168 Tukwila Community Member 4061 S 144TH ST TUKWILA WA 98168 Tukwila Community Member 4102 222ND ST SW MOUNTLAKE TERRACE WA 98043 Tukwila Community Member 4102 SW AUSTIN ST SEATTLE WA 98136 Tukwila Community Member 4204 S 146TH ST TUKWILA WA 98168 Tukwila Community Member 4215 S 144TH ST TUKWILA WA 98168 Tukwila Community Member 4220 S 146TH ST TUKWILA WA 98168 rti Tukwila Community Member 4222 S 146TH ST TUKWILA WA 98168 Tukwila Community Member 4223 S 144TH ST TUKWILA WA 98168 Tukwila Community Member 4224 S 146TH ST TUKWILA WA 98168 Tukwila Community Member 4226 S 146TH ST SEATTLE WA 98168 Tukwila Community Member 4229 S 144TH ST TUKWILA WA 98168 Tukwila Community Member 4234 S 146TH ST TUKWILA WA 98168 Tukwila Community Member 4235 S 144TH ST TUKWILA WA 98168 Tukwila Community Member 4237 S 144TH ST TUKWILA WA 98168 Tukwila Community Member 4238 S 146TH ST TUKWILA WA 98168 Tukwila Community Member 4242 S 144TH ST TUKWILA WA 98168 Tukwila Community Member 4261 S 144TH ST TUKWILA WA 98168 Tukwila Community Member 4640 S 144TH ST TUKWILA WA 98168 Tukwila Community Member 5209 LAKE WASHINGTON BLVD NE #100 KIRKLAND WA 98033 Tukwila Community Member 600 ANDOVER PARK W TUKWILA WA 98188 Tukwila Community Member 69 HAZELWOOD PL BREMERTON WA 98311 Tukwila Community Member 919 124TH AVE NE BELLEVUE WA 98005 Tukwila Community Member 95 S TOBIN ST #201 RENTON WA 98057 Tukwila Community Member 960 NEWPORT WAY NW ISSAQUAH WA 98027 Tukwila Community Member PO BOX 1159 DEERFIELD WA 60015 Tukwila Community Member PO BOX 27324 SEATTLE WA 98165 Tukwila Community Member PO BOX 58184 TUKWILA WA 98138 ?'C r5 ODD COMMUNITY MEMBER ADDRESS CITY ST ZIP TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 101 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 102 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 103 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 104 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 105 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 106 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 107 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 108 TUKWILA WA 98168 TUKWILA COMMUNITY' MEMBER 14225 42ND AVE S Apt 109 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 110 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 111 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 112 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 114 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 115 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 116 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 117 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 118 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 119 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 120 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 121 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 122 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 123 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 124 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 201 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 202 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 203 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 204 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 205 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 206 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 207 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 208 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 209 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 210 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 211 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 212 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 214 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 215 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 216 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 217 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 218 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 219 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 220 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 221 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 222 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 223 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14225 42ND AVE S Apt 224 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 104 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 105 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 106 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 107 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 108 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 109 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 110 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 111 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 201 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 202 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 203 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 204 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 205 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 206 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 207 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 208 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 209 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 210 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 211 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 301 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 302 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 303 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 304 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 305 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 306 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 307 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 308 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 309 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 310 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14410 41ST AVE S Apt 311 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14420 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14422 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14424 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14426 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14428 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14430 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14432 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14434 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14436 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14438 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14442 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14444 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14446 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14448 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14450 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14452 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14454 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14456 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14458 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14460 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 1446141ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14462 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14463 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14464 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14465 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14466 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14467 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14468 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14469 41ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 1447141ST AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt Al TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A10 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt All TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt Al2 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A13 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A14 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A15 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A16 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A17 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A18 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A19 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A20 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A21 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A22 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A3 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A4 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A5 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A6 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A7 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A8 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt A9 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt B1 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt B10 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt B2 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt B3 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt B4 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt B5 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt B6 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt B7 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt B8 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 4028 S 146TH ST Apt B9 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 101 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 102 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 103 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 104 14224 37TH AVE S Apt 105 14224 37TH AVE S Apt 106 14224 37TH AVE S Apt 107 14224 37TH AVE S Apt 108 14224 37TH AVE S Apt 109 14224 37TH AVE S Apt 110 14224 37TH AVE S Apt 201 14224 37TH AVE S Apt 202 14224 37TH AVE S Apt 203 14224 37TH AVE S Apt 204 14224 37TH AVE S Apt 205 14224 37TH AVE S Apt 206 14224 37TH AVE S Apt 207 14224 37TH AVE S Apt 208 14224 37TH AVE S Apt 209 14224 37TH AVE S Apt 210 3729 S 142ND ST Apt 1 3729 S 142ND ST Apt 10 3729 S 142ND ST Apt 11 3729 S 142ND ST Apt 12 3729 S 142ND ST Apt 14 3729 S 142ND ST Apt 2 3729 S 142ND ST Apt 3 3729 S 142ND ST Apt 4 3729 S 142ND ST Apt 5 3729 S 142ND ST Apt 6 3729 S 142ND ST Apt 7 3729 S 142ND ST Apt 7A 3729 S 142ND ST Apt 8 3729 S 142ND ST Apt 9 3434 S 144TH ST Apt 101 3434 S 144TH ST Apt 102 3434 S 144TH ST Apt 103 3434 S 144TH ST Apt 104 3434 S 144TH ST Apt 105 3434 S 144TH ST Apt 106 3434 S 144TH ST Apt 107 3434 S 144TH ST Apt 108 3434 S 144TH ST Apt 109 3434 S 144TH ST Apt 110 3434 S 144TH ST Apt 111 3434 S 144TH ST Apt 112 3434 S 144TH ST Apt 114 3434 S 144TH ST Apt 115 3434 S 144TH ST Apt 116 3434 S 144TH ST Apt 117 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 i TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 118 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 119 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 120 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 121 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 122 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 123 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 124 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 125 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 126 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 127 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 128 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 129 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 130 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 131 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 132 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 133 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 134 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 135 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 136 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 137 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 138 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 139 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 140 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 141 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 142 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 143 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 144 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 201 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 202 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 203 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 204 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 205 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 206 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 207 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 208 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 209 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 210 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 211 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 212 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 214 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 215 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 216 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 217 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 218 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 219 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 220 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 221 TUKWILA WA 98168 / TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 222 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 223 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 224 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 225 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 226 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 227 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 228 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 229 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 230 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 231 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 232 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 233 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 234 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 235 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 236 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 237 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 238 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 239 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 240 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 241 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 242 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 243 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 244 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 301 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 302 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 303 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 304 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 305 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 306 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 307 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 308 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 309 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 310 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 311 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 312 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 314 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 315 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 316 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 317 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 318 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 319 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 320 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 321 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 322 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 323 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 324 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3434 S 144TH ST Apt 325 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER Samara Apartments, Inc. TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER \ 3434 S 144TH ST Apt 326 3434 S 144TH ST Apt 327 3434 S 144TH ST Apt 328 3434 S 144TH ST Apt 329 3434 S 144TH ST Apt 330 3434 S 144TH ST Apt 331 3434 S 144TH ST Apt 332 3434 S 144TH ST Apt 333 3434 S 144TH ST Apt 334 3434 S 144TH ST Apt 335 3434 S 144TH ST Apt 336 3434 S 144TH ST Apt 337 3434 S 144TH ST Apt 338 3434 S 144TH ST Apt 339 3434 S 144TH ST Apt 340 3434 S 144TH ST Apt 341 3434 S 144TH ST Apt 342 3434 S 144TH ST Apt 343 3434 S 144TH ST Apt 344 3434 S 144TH ST Apt 345 14239 34TH AVE S Apt 102 14239 34TH AVE S Apt 103 14239 34TH AVE S Apt 104 14239 34TH AVE S Apt 201 14239 34TH AVE S Apt 302 14239 34TH AVE S Apt 304 14239 34TH AVE S Apt 402 14201 42ND AVE S Apt 108 14201 42ND AVE S Apt 109 14201 42ND AVE S Apt 110 14201 42ND AVE S Apt 111 14201 42ND AVE S Apt 112 14201 42ND AVE S Apt 114 14201 42ND AVE S Apt 115 14201 42ND AVE S Apt 207 14201 42ND AVE S Apt 208 14201 42ND AVE S Apt 209 14201 42ND AVE S Apt 210 14201 42ND AVE S Apt 211 14201 42ND AVE S Apt 212 14201 42ND AVE S Apt 214 14201 42ND AVE S Apt 215 14201 42ND AVE S Apt 308 14201 42ND AVE S Apt 309 14201 42ND AVE S Apt 310 14201 42ND AVE S Apt 311 14201 42ND AVE S Apt 312 f TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 1420142ND AVE S Apt 314 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 1420142ND AVE S Apt 315 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 116 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 117 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 118 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 119 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 120 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 121 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 122 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 123 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 124 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 201 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 202 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 203 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 204 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 205 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 216 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 217 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 218 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 219 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 220 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 221 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 222 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 223 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 224 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 301 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 302 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 303 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 304 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 305 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 306 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 307 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 316 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 317 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 318 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 319 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 320 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 321 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 322 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 323 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14203 42ND AVE S Apt 324 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14207 42ND AVE S Apt 101 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14207 42ND AVE S Apt 102 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14207 42ND AVE S Apt 103 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14207 42ND AVE S Apt 104 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14207 42ND AVE S Apt 105 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14207 42ND AVE S Apt 106 TUKWILA WA 98168 / \ TUKWILA COMMUNITY MEMBER 14207 42ND AVE S Apt 107 TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 14207 42ND AVE S Apt 206 TUKWILA WA 98168 0400 City of Tukwila Department of Community Development File Number E15-0006 LAND USE PERMIT ROUTING FORM TO: KBuilding I❑ Planning Public Works ❑I Fire Dept. Poke Dept. 101 Parks/Rec Project: S 144th St — Phase 2 Address: S 144th St between Tukwila International Boulevard and 42nd Ave S, Tukwila, Washington Date transmitted: June 16, 2015 Response requested by: June 30, 2015 Staff coordinator: Dillon Roth 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.) This application is for SEPA review. For complete set of documents see attachments to permit # E15-0006. If you need paper copies please let me know. Plan check date: Comments Update date: 6�/� prepared by: f f 1 0400 TO: City of Tukwila Department of Community Development Ft ECM,' JUN 1.7. 2015 TUKWIL PUBLIC WORKS File Number E1 5-0006 LAND USE PERMIT ROUTING FORM Building Planning ►►Public Works Fire Dept. Police Dept. Parks/Rec Project: S 144th St — Phase 2 Address: S 144th St between Tukwila International Boulevard and 42nd Ave S, Tukwila, Washington Date transmitted: June 16, 2015 Response requested by: June 30, 2015 Staff coordinator: Dillon Roth 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.) This application is for SEPA review. For complete set of documents see attachments to permit # E15-0006. If you need paper copies please let me know. Plan check date: Comments Update date: f l'- prepared by: OAl \ (PuLLc (Poi(ks kA 5 No Coin Errs nsor or r Est H -rb Custom Species Checklist Generated from CPNWH Database on May 22, 2015 at 8:58 am http://vvww.pnwherbaria.org/ Family names: 7 Genus names: 8 Species and infraspecies names: 8 This checklist is distilled from specimen identifications. As a result, it may include synonyms, unpublished names, incorrectly spelled names, and mis-identifications. Search Parameters: Label Query 1: (Country = "U.S.A."State = "WASHINGTON"County = "King"Locality = "Tukwil). Options: exclude cultivated specimens. Your search matched 13 records. AMARANTHACEAE Atriplex Atriplex hortensis L. [1 specimen from WS] CARYOPHYLLACEAE Sagina Sagina apetala Ard. [1 specimen from WTU] FABACEAE Vicia Vicia americana Muhl. ex Willd. [1 specimen from WTU] POLYGONACEAE Fallopia Fallopia A—bohemica (Chrtek & ChrtkovAi) J.P. Bailey Failapia japonica (Houtt.) Ronse Decraene var. japonica 1.1 ROSACEAE Potentilla Potentilla supina L. ssp. paradoxa (Nutt.) SojAik [2 specimens from WTU, WS] Pyracantha Pyracantha coccinea M. Roem. ; : r =: il 1 , SAURURACEAE Houttuynia Houttuynia cordata Thunb. VITACEAE Vitis Vitis labrusca L. A— Vitis vinifera L. _3 spe AMARANTHACEAE Atriplex Atriplex hortensis L. [1 specimen from WS] CARYOPHYLLACEAE Sagina Sagina apetala Ard. [1 specimen from WTU] FABACEAE Vicia Vicia americana Muhl. ex Willd. [1 specimen from WTU] POLYGONACEAE Fallopia Fallopia A---bohemica (Chrtek & ChrtkovAi) J.P. Bailey [1 specimen from WILJ1 Fallopia japonica (Houtt.) Ronse Decraene var. japonica [2 specimens from kisau, wsi ROSACEAE Potentilla Potentilla supina L. ssp. paradoxa (Nutt.) SojAik [2 specimens from WTU, WS] Pyracantha Pyracantha coccinea M. Roem. [I specimen from VVTUj SAURURACEAE Houttuynia Houttuynia cordata Thunb, [1 specimen from WTU] VITACEAE Vitis Vitis labrusca L. A— Vitis vinifera L. 3 specimens from \Ai Ul 1 d PROJECT REVIEW SHEET - EZ1 HISTORIC & CULTURAL RESOURCES REVIEW PROPERTY / CLIENT NAME: City of Tukwila FUNDING AGENCY: TIB PROJECT NAME: S 144th Street Phase II Project Applicant: Contact Person: Address: City, State: Phone/ FAX: E-Mail: City of Tukwila Cyndy Knighton 6300 Southcenter Blvd Tukwila, WA Zip: 98188 County: King 206-431-2455 cyndy. knighton(a�tukwilawa.gov Funding Agency: Organization: Address: City, State: Phone: Transportation Improvement Board PO Box 40901 Olympia, WA Zip: 98504 360-586-1140 PLEASE DESCRIBE THE TYPE OF WORK TO BE COMPLETED (Be as detailed as possible to avoid having to provide additional information) Provide a detailed description of the proposed project: The project will provide pavement overlay and slight widening of S 144th Street between Tukwila International Blvd and 42"d Ave S. The roadway will be widened to include bike lanes, on -street parking, and planter strips. It will remove the existing flashing 4-way stop at the intersection of S 144th Street and 42"d Ave S and replace it with a standard traffic signal. Other activities include reconstruction of the sidewalks, curb, gutter; illumination; installation of cross walk with median with rapid flash pedestrian beacon; and streetscape improvements. Describe the existing project site conditions: 144th Street at the project location is a two-lane residential arterial. Surrounding properties are zoned as Neighborhood Commercial Center adjacent to Tukwila International Blvd and High and Low Density Residential near the rest of the corridor. There is a public library and a high school at the 42"d Ave intersection. ® Describe the proposed ground disturbing activities: Ground disturbance includes clearing and grubbing of an approximate 30-foot wide area of a vacant lot for minor road widening (sidewalk set back and installation of on -street parking). The proposed traffic signal installation will be within the footprint of the existing flashing signal. Maximum excavation depths will be 20 feet for signal pole installation. Storm drain upgrades will require about 5 feet of excavation. 0 Check if building(s) will be altered or demolished. If so please complete a DAHP Determination of Eligibility "EZ2" form for each building effected by the proposed project. PLEASE ATTACH A COPY OF THE RELEVANT PORTION OF A 7.5 SERIES USGS QUAD MAP AND OUTLINE THE PROJECT INPACT AREA. USGS Quad maps are available on-line at http://maptech.mytopo.com/onlinemaps/index.cfm Project Location Township: 23N Range: 04E Section: 22 / 15 Address: S 144th Street from Tukwila International Blvd to 42nd Ave S City: Tukwila County: King Mail this form to: Department of Archaeology and Historic Preservation or E-mail to: 1063 S. Capitol Way, Suite 106 P.O. Box 48343 Olympia, WA 98504-8343 Robert Whitlam, Ph.D. State Archaeologist, DAHP (360) 586-3080 rob.whitlam(a�dahp.wa.gov (Within 30 days DAHP will mail their opinion back to you.) Please be aware that this form may only initiate consultation. For some projects, DAHP may require additional information to complete our review such as plans, specifications, and photographs. An historic property inventory form may need to be completed by a qualified preservation professional. Image 1�Near Tukwila International Blvd, View East. Image 2Ad41mAve S.View West. Image 3: West of 421111 Ave S. View East If ESA listed species are present or ever were present in the watershed where your project will be located, your project has the potential to affect them, and you need to comply with the ESA. The questions in this section will help determine if the ESA listings will impact your project. For more information on potential salmonid presence in your project area contact the Washington Department of Fish and Wildlife Habitat Biologist for your region, http://wdfw.wa.gov/conservation/habitat/ahb/ or use the SalmonScape tool, http://apps.wdfw.wa.gov/salmonscape/. 1. Are ESA listed salmonids currently present in the watershed within which your project will be located? Yes n No n Please describe. The Duwamish-Green River Watershed has documented presence of several ESA listed salmonids. 2. Has there ever been an ESA listed salmonid stock present in this watershed? Yes No ❑ Uncertain ❑ Please describe. The Duwamish-Green River Watershed has documented presence of several ESA listed salmonids presently, and in the past. If you answered "yes" to either of the above questions, you should complete the remainder of this checklist. April 2015 ! \ of Tukwila ESA Screening Checklist Part A - PROJECT SPECIFICS: Project and Vicinity 1. Name of watershed: Duwamish-Green 2. Name of nearest water body: Nearest major water body is the Duwamish River 3. What is the distance from this project to the nearest body of water? About .9 miles 4. What is the current land use between the project and the potentially affected water body (parking lots, farmland, etc)? The area between the project site and the Duwamish River is highly developed with residential and commercial lots. 1-5 bisects the area between the two locations and a park and ride lot abuts the Duwamish River at the closest point to the project site. 5. Is the project above a: • Natural permanent barrier (waterfall) YesLL No j • Natural temporary barrier (beaver pond) Yesj Noj✓ • Man-made barrier (culvert, dam) YesL Nof✓ • Other (explain): 6. If answered Yes in #5, are there any resident salmonid populations above the blockage? Yes ❑ No ❑ Don't know ❑ \\Central_files \w&a central files\Projects\King County\City of Tukwila\S 144th St\SEPA\Updated 5-2G-15 SEPA Environmental Review Application.docx �.1 r1 City o_ tkwila ESA Screening Checklist Part B - Project Specifics: Grading and Land Alteration 1. Does the project involve grading or land alteration of any kind? Yes 0 No ❑ If your project DOES NOT involve grading please skip to Part C. 2. Will the project involve the modification of a watercourse bank between Ordinary High Water (OHW) and the top of the bank? If yes, which water course? This includes any rading on any slope leading to a river or stream, but does not require work below OHW. Yes ❑ No IA 3. Will the project involve the modification of a watercourse bank or bottom below OHW? If yes, please explain. Yes ❑ No 0 4. Could the construction, operation, or maintenance of equipment for the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses? If no, please explain. Most projects involving grading have the potential to result in increased erosion and/or sedimentation as a result of land disturbance. YesThNo 0 Although there will be some grading, the majority of the project will not disturb the ground below the existing grade. Appropriate BMPs such as inlet protection, straw wattle, and silt fence will be installed as necessary to prevent sediment transport off site. 5. If the project involves grading, have you prepared a Temporary Erosion and Sedimentation Control Plan? Yes A No ❑ If no, are you exempt under TMC 16.54.90? Yes n No ❑ 6. Will the project result in new impervious services? Include all hard surface are such as rooftops, asphalt or concrete paving, compacted surfaces, etc. Yes 0 No ❑ 7. What percent of the project will be impervious surface (including pavement & roof area)? Approximately 100% of the project is impervious surfaces. Although some of the site will be converted to landscaped planter strips. of Tukwila ESA Screening Checklist Part C — Project Specifics: Water Quality 1. Will the project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? Please explain. 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 the ground. Yes No ❑ Stormwater will be conveyed to the upgraded drainage system which will connect to the existing network. Stormwater would be treated by new modular wetland systems 2. Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include fuel properly stored in a vehicle fuel tank, but does include fiiel or other chemicals stored on -site during construction. Yes n No ❑✓ 3. Will the project require long-term or re -occurring maintenance requiring the use of fertilizers, pesticides, or other chemicals? This may include landscape maintenance, bridge or parking lot cleaning, ice removal/melt, repeated chemical vegetation clearing, etc Yes No ❑ 4. Will turbidity be increased during construction or operation of the project? Please explain any measures to be taken to ensure turbidity is not increased. Construction near the water or below OHW often will increase turbidity, both on -site and downstream. Yes_a_No ❑✓ 5. Will the project either reduce or increase shade along or over a water body? Removal of trees/vegetation or the building of over -water structures (docks or floats) will often result in a change to shade. Yes_a_No ❑✓ 6. Will the project require debris removal from below OHW of a water course? Debris includes, but is not limited to, fallen trees, logs, shrubs, rocks, piles, riprap, submerged metal, broken concrete, pipes, or other construction material. Yes_a_No 0 / City o.;tkwila ESA Screening Checklist Part D — Project Specifics: Flow Alterations and Fish Migration 1. Will the project involve the direct alteration of the channel or bed of a water course? This includes both temporary and enmanent modifications. If yes, please explain. Yes n No IA 2. Will the project involve any physical alteration to a wetland which is connected to a water course? Few wetlands are isolated, most contain either surface or subsurface connection to aflowing water course. Yes_a_No ❑✓ 3. Will water be rerouted, either temporarily or permanently as a result of the project? If yes, please explain. Yes ❑ No ❑✓ 4. Will a culvert be installed or removed as part of this project? Yes ❑ No ❑✓ 5. Will the project require withdrawal of surface water? If yes, please include amount and name or water body. Yes ❑ No ❑✓ 6. Will the project result in the withdrawal, injection, or interception or groundwater? Examples of projects that might affect groundwater include, but are not limited to, construction of a new well, changes in withdrawal from an existing well, projects involving prolonged dewatering, installation of French drains, swales, or sewer lines. Projects that require a geotechnical report pursuant to TMC 18.45.060 should answer Yes. Yes ❑ No 7. Will topography changes on the site affect the duration/direction of surface runoff flows? If yes, please describe es chan . Yes ❑ No I]✓ 8. Will the project include bank stabilization? If yes, explain. Bank stabilization includes, but is not limited to, riprap, rock, logs, soil, vegetated revetments, concrete structures, or similar. Yes_a_No ❑✓ 9. Will there be retention or detention ponds? If yes, will this be an infiltration pond or a surface discharge to either a municipal storm water system or a surface water body? Yes ❑ No ❑✓ 10. Will the project involve any reduction of the floodplain or floodway by filling or other partial blockage of flows? If yes, how will the loss of flood storage be mitigated by your project? Yes ❑ No ❑✓ 11. Will project include the construction of a new wetland or waterway that is connected by surface flow to an existing waterway that contains salmonids? Yes ❑ No ❑✓ Part E — Project Specifics: Vegetation 1 L of Tukwila ESA Screening Checklist • • ]. Will the project involve the removal of any vegetation? If yes, please describe existing conditions and the amount and type of vegetation to be removed. Yes No ❑ Approximately 11,600 SF of lawn and shrubs will be removed from the edge of vacant Tots. This also includes the removal of 15 trees adjacent to the existing roadway. 2. Will the project involve the removal of any vegetation within 200 feet of OHW of a water course? If yes, please describe type, size, method, and amount of vegetation to be removed. A tree is defined by TMC 18.06.845 as any self-supporting woody plant, generally characterized by one main trunk, with a potential diameter of pinches or more at breast height and a minimum height of 10 feet. Yes ❑ No ❑✓ 3. If vegetation is to be removed, do you plan to mitigate by replanting? Please explain. Yes No ❑ Landscaping will be provided in the planter strips per the landscaping plans. \ SEPA Checklist STATE ENVIRONMENTAL POLICY ACT CHECKLIST Please respond to all questions. Use separate sheets as necessary. Department of Ecology provides a guidance on filling the SEPA checklist at http://www.ecy.wa.gov/programs/sea/sepa/apguide/EnvChecklistGuidance.html Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: S 144th Street Phase II 2. Name of Applicant: City of Tukwila Public Works 3. Date checklist prepared: 5/21/15 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): Fall 2015 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. Utility replacements will be conducted by the independent utilities at the project site. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None. 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 are known beyond the public -private partnership, Tukwila Village, which is being constructed concurrent with this project. \\Central_files\w&a central files\Projects\King County\City of Tukwila\S 144th St\SEPA\Updated 5-20-15 SEPA Environmental Review Application.docx Agency Comments 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. 05-05 Approval NPDES General Construction Stormwater Permit Coverage SEPA 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. The proposal intends to perform minor widening to 144th Street in order to provide bike lanes on both sides of the road, on -street parking, and buffer zones. Project activities include: pavement grinding, removal and overlay; illumination; striping; wide sidewalks, curb, gutter, and ADA ramps; cross walks with median and rapid flash pedestrian beacon; and street-scaping. The existing flashing 4-way signal at the intersection of 144th Street and 42nd Ave will be replaced with a standard traffic signal. Intersections will be widened. It also involves the upgrade to the storm drainage system. 11. 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 on S 144th Street from Tukwila International Blvd to 42nd Ave S. 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? No. � 1 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): Flat, rolling, hilly, steep slopes, mountainous, other: The site is generally flat with some rolling at the westernmost side of the project area. b. What is the steepest slope on the site (approximate percent slope)? The steepest slope on the site is approximately 5.7%. 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 and whether the proposal results in removing any of these soils. The project area does not have an available soil survey according to the USDA's NRCS Web Soil Survey and King County soil survey. The nearest mapped location to the general vicinity (areas to the south of SR 518 or east of 1-5) are mapped as AmC (Arents, Alderwood material, 6 to 15 percent slopes) and UR (Urban lands). The majority of the project area is currently covered with pavement. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. The project will require approximately 988 CY of cut and 628 CY of fill. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. As the project construction involves clearing, grubbing, and earth moving activities, there is a potential for erosion to occur. The completed project is not likely to have any erosion occurrences. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 100% of the site will be covered with impervious surfaces. Some of the site will be converted to landscaped planter strips. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: The appropriate erosion and sediment control BMPs will be installed prior to construction in accordance to the site preparation and TESC plan. These measures include, but are not limited to: inlet protection, silt fence, and straw wattle. In addition, the project will comply with the NPDES General Construction Stormwater permit. Clearing limits will be marked in the field prior to construction and disturbance will be minimized the extent necessary to conduct the proposed improvements. 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. The project will not increase air emissions beyond that of existing conditions. It does not involve an increase of traffic volumes or capacity. It encourages non -motorized commuting to the public library and the adjacent junior high and high schools. There will be short term emission increases during construction activity. This may be in the form of emissions from construction equipment and vehicles and dust emissions. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No. SEPA Checklist Agency Comments Please respond to all questions. Use separate sheets as necessary. Applicant Responses: c. Proposed measures to reduce or control emissions or other impacts to air, if any: To minimize temporary emissions impacts during construction, the contractor will implement dust control measures such as spraying exposed areas with water. They will required to minimize equipment and vehicle idling. 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. There are no surface water bodies on or in the immediate vicinity of the project site. 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. No. 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. No material will be placed in or removed from any surface water body as there are none in project limits. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No. SEPA Checklist Agency Comments i \ • Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 5. Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No. 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. b. Ground: 1. Will groundwater be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well? Will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. Groundwater will not be withdrawn for the purposes of this project. Water on -site will be conveyed through the existing stormwater network. 2. 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: N/A SEPA Checklist Agency Comments �1 1 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: c. Water Runoff (including storm water): 1. 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. Stormwater from the increased impervious surface will be conveyed to the upgraded drainage system which will connect to the existing stormwater network. Stormwater will also be treated by a new modular wetland system. 2. Could waste materials enter ground or surface waters? If so, generally describe. No. 3. Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. No. d. Proposed measures to reduce or control surface, ground, and -runoff water impacts, and drainage pattern impacts if any: The BMPs previously described (catchbasin protection, silt fence, straw wattle) will be implemented to minimize impacts to stormwater quality during construction. New catch basins will be installed and connected to the existing stormwater conveyance system to control surface runoff of the new roadway profile. SEPA Checklist Agency Comments 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 soil plants: cattail, buttercup, bulrush, skunk cabbage, other Water plants: water lily, eelgrass, milfoil, other Other types of vegetation b. What kind and amount of vegetation will be removed or altered? Approximately 11,600 SF of lawn and shrubs will be removed from the edge of vacant (lots. This also includes the removal of 15 trees adjacent to the existing roadway. c. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants, or othermeasures to preserve or enhance vegetation on the site, if any: Landscaping will be provided in the planter strips per the landscaping plans. e. List all noxious weeds and invasive species known to be on or near the site. None are known to be on site. However, upon searching the Consortium of Pacific Northwest Herbaria's website, Japanese knotweed (Fallopia japonica), Bohemian knotweed (Fallopia bohemica), scarlet firethorn (Pyracantha coccinea), bishops weed (Houttuynia cordata), and grapes (Vitis spp.) have all been identified in the Tukwila area. A species list is attached for reference. Agency Comments SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 5. Animals a. List 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, ngbirdd 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. None. c. Is the site part of a migration route? If so, explain. Pacific flyway. d. Proposed measures to preserve or enhance wildlife, if any: None. e. List any invasive animal species known to be on or near the site: N/A 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. No. Agency Comments i 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. 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: Street lights used will be LED which reduce electrical energy consumption. 7. 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. No. 1. Describe any known or possible contamination at the site from present or past uses. Upon searching the Washington DOE's TOXICS program site there is possible arsenic contamination (20 ppm to 40 ppm) from the Tacoma smelter plume. 2. Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. All utilities including gas lines have been surveyed. No other hazardous chemicals/conditions are known. 3. Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. Besides fuel and oil used by machinery during construction, no other hazardous chemicals are known. The final project will not use, store, or produce any hazardous chemicals. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 4. Describe special emergency services that might be required. No additional emergency services will be required as a result of this proposal. 5. Proposed measures to reduce or control environmental health hazards, if any: All construction related debris and waste will be appropriately handled, contained, and disposed of in accordance with applicable regulations. b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None. 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. The project will not result in an increase in long term noise impacts. There would be a short term increase in noise from construction activity. Construction related noise would generally occur during normal business hours. 3. Proposed measures to reduce or control noise impacts, if any: Construction will generally be conducted during normal business hours to reduce noise impacts to the adjacent residential properties. The contractor will be required to minimize equipment and vehicle idling to minimize noise impacts during construction hours. SEPA Checklist Agency Comments Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Will the proposal affect current land uses on nearby or adjacent propertyies? If so, describe. The site is currently used as ROW. Adjacent properties include residences, vacant properties, a public library, a high school, and commercial business. b. Has the site been used for agriculture? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result of the proposal, if any? If resource lands have not been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or nonforest use? Not recently. 1. Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access. the application of pesticides, tilling, and harvesting? If so, how: No. c. Describe any structures on the site. Structures include that typical of a residential roadway. Including utilities, signage, mailboxes, etc. d. Will any structures be demolished? If so, what? No structures will be demolished. Utilities and mail boxes will be relocated as necessary. SEPA Checklist Agency Comments 1 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: e. What is the current zoning classification of the site? Surrounding properties are currently zoned as Neighborhood Commercial Center, Low Density Residential, Medium Density Residential and High Density Residential. f. What is the current comprehensive plan designation of the site? Same as above. g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? N/A SEPA Checklist Agency Comments Please respond to all questions. Use separate sheets as necessary. Applicant Responses: j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: None. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposal is considered maintenance and upgrades to existing right-of-way and does not change land use of the area. The project is being done in concert with the Tukwila Village site development and is considered complementary and supportive of the new public -private development. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing? None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None. SEPA Checklist Agency Comments Please respond to all questions. Use separate sheets as necessary. Applicant Responses: c. Proposed measures to reduce or control housing impacts, if any: None. 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? N/A b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts, if any: None. The project will improve aesthetics of the corridor by improving pedestrian facilities and providing landscaping and lighting. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? The project will involve standard LED street and pedestrian scale lighting. This would occur from dusk till dawn. LED lights are directional and can be aligned to minimize glare. SEPA Checklist Agency Comments SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Could light or glare from the finished project be a safety hazard or interfere with views? No. LED lights are directional and can be aligned to minimize glare. c. What existing off -site sources alight or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: LED lights are directional and can be aligned to minimize glare. 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? Tukwila Pool, Foster High School, Showalter Middle School, Cascade View Park b. Would the proposed project displace any existing recreational uses? If so, describe. No. SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None. 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. No. b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation. This may include human burials or old cemeteries. Are there any material evidence, artifacts, or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identify such resources. None are known. c. Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the department of archeology and historic preservation, archaeological surveys, historic maps, GIS data, etc. None. SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. As a part of executive order 05-05 DAHP and the Tribes will be consulted to avoid disturbance to known cultural resources. Due to the developed nature of the project site, it is unlikely any cultural resources will be disturbed or destroyed. 14. Transportation a. Identify public streets and highways serving the site or affected geographic area, and describe proposed access to the existing street system. Show on site plans, if any. N/A. The site is on a public street. b. Is the site or affected geographic area currently served by public transit? If not, what is the approximate distance to the nearest transit stop? S 144th Street does not have a transit route between Tukwila International Blvd and 42nd Ave S but there are stops at either end of project limits. These stops are serviced by Metro Transit routes 124 and 128. c. How many parking spaces would the completed project or non -project proposal have? How many would the project eliminate? The project will include 19 on -street parking spaces. No parking spaces will be eliminated within the right-of-way. c Please respond to all questions. Use separate sheets as necessary. Applicant Responses: d. Will the proposal require any new or improvements to existing roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). The project is an improvement to the existing road. e. Will the project or proposal 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 and what percentage of the volume would be trucks (such as commercial and nonpassenger vehicles). What data or transportation models were used to make these estimates? N/A. No additional vehicular trips will be generated by the completed project. Vehicular trips will be the same as existing patterns. g. Will the proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area? If so, generally describe. No. SEPA Checklist Agency Comments SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments h. Proposed measures to reduce or control transportation impacts, if any: No full road closures or detours will be necessary for construction of this project. At least one travel lane will be open to traffic at all times. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally describe. The project will not result in an increased need for public services beyond that currently existing. b. Proposed measures to reduce or control direct impacts on public services, if any. None. 16. Utilities a. Circle utilities currently available at the site: •a ec ricity, natural gas, water, refuse service, telephone, sanitary se system other: septic 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. Utilities will be upgraded by others. This includes side sewer, storm drain, and water main. l � \. l \ SEPA Checklist Please respond to all questions. Use separate sheets as necessary. 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? `, /t/ 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 owledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: v \\deptstore\City Common\Teri\KIRBY - DECEMBER\SEPA Environmental Review Application-Jan2011.docx Page 22 /'� CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. 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 or other representatives the right to enter upon Owner's real property, located at ' . I LI1 g, -(-U Liz4V J for 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 (city), (state), on , 20 (Print Name) (Address) (Phone Number) (Signature) On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS DAY OF , 20 JUN 122015 1n l NOTARY PUBLIC in and for the State of Washington residing at My Commission expires on / City of Tukwila Endangered Species Act Screening Checklist Date: 5/21/15 Applicant Name: Cyndy Knighton Street Address: 6300 Southcenter Blvd City, State, Zip: Tukwila, WA 98188 Telephone: 206-431-2450 DIRECTIONS: This Screening Checklist has been designed to evaluate the potential for your project to result in adverse effects to salmonids - Chinook, Coho, Cutthroat trout or char - as defined by Section 9 of the Endangered Species Act (ESA). If potential effects are identified, the project may need further evaluation. 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. 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 additional action is indicated. April 2015 r� CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 SEPA ENVIRONMENTAL REVIEW INFORMATION The State Environmental Policy Act (SEPA) requires all agencies to consider the environmental impacts of a development before making decisions (43.21C RCW). The purpose of environmental review is to identify a proposal's significant adverse impacts, measures to minimize or avoid such impacts, and allow wide public review for a wide range of projects. REQUIREMENTS: SEPA review is required for any action associated with the following types of decisions: 1. Developing 10 or more dwelling units. 2. Developing agricultural structures over 10,000 s.f. 3. Developing office, school, commercial, recreational, service or storage buildings over 12,000 s.f. and 40 parking spaces (certain utility lines, personal wireless communication facilities, and normal maintenance/replacement activities are fully exempt). 4. Developing parking lots with over 40 spaces. 5. Landfills and excavations over 500 cubic yards. 6. Installation of impervious underground tanks with a capacity over 10,000 gallons. The accompanying application must be completed for any new SEPA application or request to issue an addendum to any previous SEPA determination. If a question does not apply, "Does not apply" or "NA" may be entered. Complete answers to the checklist may avoid unnecessary delays later. City staff may also be able to help about governmental designations (e.g., zoning, shoreline, and landmark status). PROCEDURES: At the time you submit your application you must have all of the items listed on the attached "Complete Application Checklist" as well as the submittal for the underlying action (building permit, subdivision etc.). You may request a waiver from items on the checklist that are not applicable to your project. Please discuss this waiver request with City staff either at a pre -application meeting or at the time of application submittal. Within 28 days of receiving your application, City staff will determine if it is complete based on the attached checklist. If not complete City staff will mail to you a letter outlining what additional information is needed. If you do not submit requested materials within 90 days from the City's request for additional information the City may cancel your application. Once the application is "complete," substantive review will begin and a "Notice of Application" must be posted/mailed to begin a public comment period. After completing the environmental analysis and considering public comments, the Director will issue a determination for the project. A Determination of Non -Significance (DNS) says that the project as proposed will not have probable, significant, negative environmental impacts. A mitigated DNS will be issued if the project must be modified to mitigate its negative impacts. An Environmental Impact Statement (EIS) must be prepared if the probable negative impacts are unavoidable. ••u� : • IfiNTOMMII , The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: I/ 1. Application Checklist (1 copy) indicating items submitted with application. 1 2. Completed ESA Screening Checklist, SEPA Environmental Checklist and drawings (5 copies). ✓ 3. One set of all plans reduced to 8 1/2" x 11" or 11" x 17". I 4. Application Fee: See Land Use Fee Schedule. 5. Underlying permit application that triggers SEPA review. PUBLIC NOTICE MATERIALS: 6. Payment of notice board fee (see Land Use Fee Schedule) to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 7. Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks --must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. ❑ 8. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning PROJECT DESCRIPTION AND ANALYSIS: rii 9. Vicinity Map with site location. ❑ 10. Provide four (4) copies of any sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines for additional information. ❑ 11. Any drawings needed to describe the proposal other than those submitted with the underlying permit. Maximum size 24" x 36". Pro Mvm 6 9 9510-l0 , WOO, /07 /Q L/ 98, SAS. . -11. 0 0 • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 SEPA ENVIRONMENTAL REVIEW APPLICATION FOR STAFF USE ONLY Permits Plus TYPE: P-SEPA Planner: File Number: F 1 _ 000 Application Complete Date: Project File Number: " j5 ;-- o6 f Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: S 144th Street Phase II BRIEF DESCRIPTION OF SCOPE OF WORK: Minor widening of S 144th Street to include on street parking, bike lanes, and planter strips. Replacement of flashing 4-way stop with standard traffic signal. Pavement overlay. LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. S 144th Street between Tukwila International Blvd and 42nd Ave S. LIST ALL TAX LOT NUMBERS (this informatio ay be foundLn your tax statA nt). Existing ROW and strip takes from 004000-0205, 004000-0210, 004000-0215, and 152304-9013. DEVELOPMENT COORDINATOR: The individual who: RECEIVED JUN 122015 Community Development • 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: 6300 Southcenter Blvd Phone: (206) 431-2450 E-mail: cyn Signature FAX: .knightpn@tuwilawa.gov Tukwila S 144th Street 90% Urban Design Elements June 5, 2015 JUN 122015 Community Development CJ Pavement Treatments I Sidewalk L Dual Arm Decorative Pedestrian Luminaire 4' x 4' Scored Concrete Sidewalk On -Street Parking 1' x 1' Scored Concrete Sidewalk Planter (Offset from Parking) 2' x 2' Scored Concrete Sidewalk 1' x 1 ' Scored Concrete 2' x 2' Scored Concrete Sidewalk, with Offset Planter I 4' x 4' Scored Concrete Sidewalk Tukwila S 144th Street I 90 % Urban Design Elements June 5, 2015 JUN 122015 Community Development ! PG Pavement Treatments I Crosswalks ••■•• mum ■111i« HIE • ■A+'a;r. rikorwir •11,.}••*i*at Concrete Roadway Ramp OR Asphalt Roadway 2' x 2' Scored Concrete Sidewalk, typ. Red Tactile Strips, typ. Plastic Crosswalk Line, typ. Planter, typ. 2' x 2' Scored Concrete Crosswalk Red Tactile Strip Raised Concrete Mid -block Crosswalk c/5 -Ooo� Tukwila S 144th Street I 90 % Urban Design Elements June 5, 2015 JUN 122015 Commun;ty Development Pavement Treatments I Median Roundabout Curb and Gutter (Curb 2), typ. 04111 °CAIV 01 f*,ata1 Ada,a �t Decorative Stamped Concrete Pavement, typ. Median Sketch 6" Concrete Band Adjacent to Planting Area, typ. Planting Area Decorative Stamped Pattern Tukwila S 144th Street I 90 % Urban Design Elements June 5, 2015 C.w cy •1771 a Lc. JUN 122015 Community Development Street Furniture Bench Perspective View Plan View Trash Receptacle Perspective View Plan View RI7CrENED Hinged Door, typ. JUN 122015 6;45- -doo Community Development Tukwila S 144th Street I 90% Urban Design Elements June 5, 2015 !UPC+ „mama%\, Illumination /1 /1 4110 ■ ■ ,,mama%,, Dual Arm Decorative Luminaire and Pole Anodized Pole with Luminaire E /5 -oolo JUN 122015 Community Development Tukwila S 144th Street I 90 % Urban Design Elements June 5, 2015 KPG r r1 Vegetation Trees Street Tree ul0.lixiii?,xiif .xtl Magyar Ginkgo Accent Tree Starlight Dogwood Tukwila S 144th Street I 90 % Urban Design Elements June 5, 2015 JUN 122015 Commufl Development KPG Vegetation Shrubs, Perennials and Groundcovers Eternal Fragrance Daphne Wall Germander Royal Burgundy Barberry Little Bunny Dwarf Fountain Grass Magic Carpet Spirea Georgia Blue Speedwell Spring Torch Heather Mango Lassi Avens £/ 5 D00G Tukwila S 144th Street I 90 % Urban Design Elements June 5, 2015 Ati122015 CommuNty LPnt r � 1 Lin i S 144TH STREET PHASE II PROJECT NO. 99510402 TIB PROJECT NO. 8-1-116(011)-1 MAYOR JIM HAGGERTON DIRECTOR OF PUBLIC WORKS BOB GIBERSON, P.E. CITY ENGINEER ROBIN TISCHMAK, P.E. SCHEDULE OF DRAWINGS SHEET NO. 1 2 3 4-6 7 8-9 10 — 13 14 — 15 16 — 17 18 — 19 20-21 22 23 — 27 28 — 29 30 — 32 33 — 34 35 — 36 37 — 38 39 40 — 41 42 — 43 SHEET TITLE COVER SHEET SURVEY CONTROL LEGEND, & ABBREVIATIONS ROADWAY TYPICAL SECTIONS ROADWAY DETAILS DRAINAGE DETAILS SITE PREPARATION & TESC PLAN ROADWAY PLAN ROADWAY AND DRAINAGE PROFILE DRIVEWAY PLAN & PROFILE WALL PLAN & PROFILE ILLUMINA110N PLAN ILLUMINA110N DETAILS SIGNALIZATION PLAN & DETAILS URBAN DESIGN PLAN URBAN DESIGN DETAILS IRRIGATION PLAN IRRIGATION SCHEDULE AND DETAILS LANDSCAPE PLAN LANDSCAPE SCHEDULE AND DETAILS CHANNELIZATION & SIGNING PLAN RIGHT OF WAY PLAN PZJ.BLIC WORKS _DEFT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * CITY COUNCIL KATE KRULLER, PRESIDENT JOE DUFFIE ALLAN EKBERG KATHY HOUGARDY DE'SEAN QUINN DENNIS ROBERTSON VERNA SEAL designed drawn checked prof eng prof dir field bk no by ODB ODB NJD date 0622015 06/2015 06/2015 IKPQ 7539thAveN 2502JeftersanAve Seat*, WA 98109 Tawre, WA 98102 (236)266-1640 (253)627-0720 vnMJAog.com 90% REVIEW SUBMITTAL PROJECT LOCATIO fr ti ICEWWED JUN 122015 C;Drnmunity C;:; J�iopment S 144TH STREET PHASE II COVER SHEET no date revisions 1 43 file no 14035C0V.DWG scale r=40' date 06/2015 66 01 PK100 N: 176384.64 E 1281691.36 ELEV: 297.86 1/ ABBREVIATIONS PK102 N: 17633605 E 1281946.89 ELEV: 289.40 PK101 N: 1 6314.08 E 1 2317.18 ELEV 289.07 5 50 100 SCALE IN FEET ABND ABANDONED AC ASPHALT AC ACP ADA AP AVE BLDG BMP BOW CB CDF COT CI CL CO CONC CONST CONT CSTC DCVA DI DIA, 0 DWG E EL ELEV EOP EX EXIST FDC FL FL FOC HORIZ HMA ICV ID IE L LT LF LP MAX MIN MH ASBESTOS CEMENT WATER PIPE ASPHALT CONCRETE PAVEMENT AMERICANS WITH DISABILITIES ACT ANGLE POINT AVENUE BUILDING BEST MANAGEMENT PRACTICE BACK OF WALK CATCH BASIN CONTROLLED DENSITY FILL CITY OF TUKIMLA CAST IRON CENTERLINE CLASS CLEANOUT CONCRETE CONSTRUCTION CONTAINER CRUSHED SURFACING TOP COURSE DOUBLE CHECK VALVE ASSEMBLY DUCTILE IRON DIAMETER DRAWING EASING/EAST ELEVATION ELEVATION EDGE OF PAVEMENT EXISTING EXISTING FIRE DEPARTMENT CONNECTION FLANGE FLOW7JNE FACE OF CURB HORIZONTAL HOT MIX ASPHALT IRRIGATION CONTROL VALVE INSIDE DIAMETER INVERT ELEVATION LENGTH OF CURVE LEFT LINEAR FEET LOW POINT MAXIMUM MINIMUM MANHOLE MIC MJ MW N NO NTS 0C OD OH PC PCC PE PG PI PIV POB P0C POE PRC PT PVC PVI PVMT R RJ RT S SD SDP SEW SHT SSMH ST STA STD T TOC TOG TUKVIL TYP VC VERT VLT W WAT WSDOT MONUMENT IN CASE MECHANICAL JOINT MONITORING WELL NORTHING/NORTH NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD U1IUTIES POINT OF CURVATURE POINT OF CURVE ON CURVE POLYETHYLENE PERFORMANCE GRADE POINT OF INTERSECTION POST INDICATOR VALVE POINT OF BEGINNING POINT OF CONNECTION POINT OF ENDING POINT OF REVERSE CURVATURE POINT OF TANGENCY POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION PAVEMENT RADIUS RESTRAINED JOINT RIGHT SLOPE/SOUTH STORM DRAIN STORM DRAIN PIPE SEWER SHEET SANITARY SEWER MANHOLE STREET STATION STANDARD TANGENT LENGTH TOP OF CURB TOP OF GRATE TUKWILA VILLAGE TYPICAL VERTICAL CURVE VERTICAL VAULT WEST/WITH WATER WASHINGTON STATE DEPARTMENT OF TRANSPORTATION EXISTING LEGEND PK-R103 N: 176387.13 E 1282390.98 ELEV: 289.56 S 144TH ST ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA L1 10+00.00 176368.06 1281593.58 216.39' S 87'35'31. E L2 12+16.39 176358.97 1281809.78 319.40' S 87'08'24' E L3 15+35.79 176343.03 1282128.78 242.48' S 8715'30' E L4 17+78.27 176332.84 1282371.05 121.74' S 87'49'23. E MICs MOH® MONUMENT IN CASE SURFACE MONUMENT • PK NAIL REBAR & CAP ❑ CATCH BASIN • STORM DRAIN MANHOLE CULVERT O SEWER MANHOLE -9- POWER POLE W/UNDERGROUND CONNECT © POWER MANHOLE • POWER VAULT UD -3 GUY ANCHOR Q TRAFFIC SIGNAL •= TRAFFIC SIGNAL WITH LUMINAIRE 6 PEDESTRIAN SIGNAL 12) JUNCTION BOX ® TRAFFIC CONTROL CABINET ® BACKUP POWER SUPPLY PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * INTERCONNECT CABINET ELECTRICAL SERVICE CABINET TRAFFIC ATTENUATOR LOOP STREET UGHT (LUMINAIRE) LOT UGHT DECORATIVE LAMP designed drawn checked by ODB ODB NJD date 06/2015 06/2015 06/2015 proj eno Poi dir field bk no Q TELEPHONE MANHOLE TELEPHONE RISER LIJ TELEPHONE VAULT UD Q TV MANHOLE DYt TV VAULT UD ID GAS VALVE ua WATER VALVE ® WATER METER ® WATER VAULT UD J.. FIRE HYDRANT • FIRE DEPARTMENT CONNECT A POST INDICATOR VALVE ® IRRIGATION CONTROL VALVE UTTUTY VAULT UD (GENERIC/UNKNOWN) UTUTY ACCESS (GENERIC/UNKNOWN) (=1 MONITORING WELL GP GUARD POST To O uo ▪ SIGN xo MAILBOX (/ OF BOXES) CD SHRUB (0).- • SNAG, DIAMETER oxx• xx• CONIFEROUS TREE, DIAMETER (/ OF TRUNKS) STUMP, DIAMETER DECIDUOUS TREE, DIAMETER (/ OF TRUNKS) IKPQ 7539111Ave N Seems, WA 98109 (206) 2861610 xeWllpp.mm 25Q2 JeKawn Ave T9mma,WA96102 (253)627-0720 90% REVIEW SUBMITTAL P TV 3 SD S P� AC CHLK DWY PAINTED POWER PAINTED TELEPHONE PAINTED TV PAINTED WATER PAINTED GAS STORM SEWER FENCE HEDGE (HEIGHT NOTED) PAINTED STRIPE RAISED -BUTTON SOLID STRIPE RAISED -BUTTON SKIP STRIPE EDGE OF PAVEMENT FLOWUNE CONTOUR BUILDING UNE CONCRETE GRAVEL GRASS ROCKERY BRICK ASPHALT/CONCRETE CHAINUNK DRIVEWAY SURVEY NOTES 1. THE LOCATIONS OF EXI511NG UNDERGROUND U11UTY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTUTY LOCATE PAINT MARKS 0R AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTIUTIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAN.URE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTUTIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 2 FIELD SURVEY: KPG, SEPTEMBER 2014, JANUARY 2015. 3. CONTOUR INTERVAL - 1 FOOT. 4. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF UD TO CENTER OF UD. 5. THIS IS THE CENTER OF TWO 0R MORE PAINTED UNES INDICATING A DUCT. MULTIPLE UNES AND/OR UTIUTES MAY SHARE DUCTS; THIS MAY NOT BE SHOWN IN THE DRAWING. HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE SYSTEM. NORTH ZONE. NAD 83/91, PER WSDOT CONTROL STATIONS IS17163 (ID 5274), 1517199 (ID 6423), AND RIVERTON (ID 3172). VERTICAL DATUM NAVD 88 PER WSDOT CONTROL STATIONS 1517163 (ID 5274), 1517199 (ID 6423), AND RIVERTON (ID 3172). S 144TH STREET PHASE II SURVEY CONTROL, LEGEND, & ABBREVIATIONS rCEVED JUN 122015 Community Development no date revisions 2 43 file n0 14035NDX.DWG scale 1• = 40' date 06/2015 7- J S 144TH ST CONSTR. to cr i 0.5' 8' 5' SIDEWALK OR SIDEWAIJC 1.57 4' 1' PLANTER 8.5' 5.5' 11' PARKING GUTTER LT ELEV 2% BIKE LANE THRU LANE O / 0 0 2% 11.5' LEFT lUi2N LANE 11' C.5' 5.5' -. 5' 8' 0 THRU LANE 2% BIKE LANE GUTTER RT ELEV 0iiiiiiii ' --7171""6 7"Ari"ii/V MLiiiiiiiiiiiiiiiiaiiiii / 0 0 ©0`` 0 0 6.5' 2' 4.5' CONC. GUTTER 8' 5' SIDEWALK 0 SIDEWALK 1.57 4' PLANTER 1' 8.5' PARKING GUTTER LT ELEV 2% 5.5' BIKE LANE O © 0 11' THRU LANE / /ioa// / TYPICAL SECTION A APPROX. STA 10+70 TO STA 11+95 LOOKING EAST NTS S 1441H ST CONSTR. 18"F MEDIAN PER DETAILS, -- SHEET 5 11' (WIDTH VARIES) THRU LANE / 2% 0 0 0 © 0 0 8' SIDEWALK 6.5' 2' 4.5' 5' SIDEWALK 0 4' 1 1 5% PLANTER CONC. GUTTER 0 5.5' BIKE LANE 11' THRU LANE 2% 2 5.5' BIKE LANE PLANTER OR SIDEWALK 0 0 0 8.5' PARKING GUTTER RT ELEV 2% SIDEWALK 1.5% SIDEWALK OR 8' SIDEWALK .9/ /// V /,/ ///i ' /// &MY" /// of i, /ii /// /ii 4.aE2 v iiiiiiAr"A Ar/Ar TYPICAL SECTION B APPROX. STA 11+95 TO STA 13+51 LOOKING EAST NTS S 1441H ST CONSTR. Q. 11' THRU LANE O 0 4.5' 2' 6.5' 0.P' 5.5' 3' CONC. GUTTER 7' gar © 0 0 0 O O // ` O O 0 0 6.5' 2" 4.5' - 0 GUTTER BIKE LANE PLANTER GUTTER OR RT ELEV OR SIDEWALK `% 16' 8.5' PARKING GUTTER LT ELEV 2% 0.5' 5.5' 11' 2% 2% TYPICAL SECTION C APPROX. STA 13+51 TO STA 15+30 LOOKING EAST NTS S 144TH ST CONSTR. Q 11' 5.5' C.5' 3' 7' SIDEWALK/PLANTER AS SHOWN ON PLANS 1.57L GUTTER LT ELEV BIKE LANE 2' THRU LANE THRU LANE TYPICAL SECTION D APPROX. STA 15+30 TO STA 17+31 LOOKING EAST NTS BIKE LANE 2' PLANTER OR SIDEWALK SIDEWALK 1.5% 1' 4' ['PLANTER O 0 0 0 CEMENT CONC. PAVEMENT 15% 7.5" 4000 PSI CEMENT CONC. PAVEMENT GENERAL TYPICAL SECTION NOTES 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06 OF THE STANDARD SPECIFICATIONS. 2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED SUITABLE NATIVE OR GRAVEL BORROW. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2-03 OF THE STANDARD SPECIFICATIONS AND PER SPECIAL PROVISIONS. 4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, THE CONTRACTOR SHALL CAREFULLY OVER -EXCAVATE TO A MAXIMUM DEPTH OF 18" AND REPLACE WITH GRAVEL BORROW OR AS DIRECTED BY THE ENGINEER. 5. ACCESS TO ADJACENT PROPERTIES MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. MATERIAL CODE O MATERIALS DESCRIPTION 1 4" HMA CL r PG 64-22 2 6" CRUSHED SURFACING BASE COURSE 3 4" CRUSHED SURFACING BASE COURSE 4 2" HMA CL )¢" PG 64-22 FOR OVERLAY 5 CEMENT CONC. GUTTER PER DETAIL, THIS SHEET 6 ROUNDABOUT CEMENT CONC. CURB & GUTTER PER WSDOT STD PLAN F-10.18-00 7 CURB & GUTTER PER TUKWILA STD PLAN RS-09 8 GRIND PAVEMENT 2" AND OVERLAY W1TH 2" HMA CL )¢" PG 64-22 9 4" CEMENT CONCRETE SIDEWALK 10 2" CRUSHED SURFACING BASE COURSE II 4" CEMENT CONCRETE PAVEMENT OR PLANTER 12 12" SUBGRADE COMPACTED TO 95% LEGEND 2' HMA NEW PAVEMENT SECTION HMA OVERLAY CEMENT CONC. PAVEMENT SECTION CRUSHED SURFACING BASE COURSE COMPACTED SUBGRADE 12" 12" 22% 2% NOTE: INSTALL EXPANSION JOINTS A 20'-0" O.C. MAX. 6" WIDE STEEL TROWEL FINISH FLOWIJNE OF CEMENT CONC. GUTTER 4" MIN. COMPACTED DEPTH CSBC (95% COMPACTED) 12" MIN. (95% COMPACTED) COMPACTED SUBGRADE OR STRUCTURAL FILL MATERIAL COMPACTED AND PLACED IN ACCORDANCE W/ SOILS ENGINEER'S RECOMMENDATIONS ECEdvE JUN 122015 Community Development CEMENT CONC. GUTTER DETAIL NTS PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked by ODB ODB NJD date O6/2015 06/2015 06/2015 Prol eng Prol dir field bk no 7539thAve N Seale, WA 90109 (236) 2861640 25CQ Jefferson Ave Tacoma, WA 98402 (253)67-0720 90% REVIEW SUBMITTAL S 144TH STREET PHASE II ROADWAY TYPICAL SECTIONS no date revisions 3 43 file no 14035TYPSEC.DWG scale 1' = 40' date 06/2015 ngs\Contract\14035DET.dwg 6/4/2015 8:26 AM K:\PROJECTS\TUKWILA\14035 — S 144th St\DESIGN\D EXISTING MAILBOX, MOUNT ON 2x10" TREATED WOOD PLATFORM, SIZE TO FIT. MOUNT PLATFORM TO POST WITH AT LEAST (3) >}" DIAM., 3-1/2" LENGTH GALVANIZED LAG SCREWS WITH FLAT WASHERS. MOUNT BOX(S) TO PLATFORM WITH AT LEAST (4) 3- 1/2" GALVANIZED WOOD SCREWS. MULTIPLE BOXES (IF APPLICABLE) NEWSPAPER BOX (IF APPLICABLE) FURNISH AND INSTALL NEW 4"X4" TREATED WOOD OR AS DIRECTED BY THE ENGR. (TYP) GRADE 40 STEEL #4 BAR (TYP) AT 24" 0.C. MAX WITHIN UPPER 1/2 OF SLAB AND MIN. 2" OF CONCRETE COVER FRONT VIEW SIDE VIEW 12" PVC SLEEVE, 18" MIN. LENGTH GRAVEL BORROW OR SUITABLE COMPACTED NATIVE MATERIAL MAILBOX RELOCATION DETAIL NTS 7.5" 4000 PSI CEMENT CONC. PAVEMENT 6" CSBC 12" SUBGRADE COMPACTED TO 95% CEMENT CONC. PAVEMENT ROADWAY SECTION NTS "////i ,/j 3" HMA CL 1/2" PG 64-22 4" CSBC COMPACTED SUBGRADE HMA DRIVEWAY SECTION NTS 6" CEMENT CONCRETE PAVEMENT 2" CSBC COMPACTED SUBGRADE CEMENT CONC. DRIVEWAY SECTION NTS DRIVEWAY SCHEDULE DRIVEWAY NO. CL STATION OFFSET TO BACK OF ENTRANCE ENTRANCE WIDTH (LF) DRIVEWAY WIDTH (LF) DRIVEWAY LENGTH (LF) D1 11+76.96 27.75' RT 26.0 26.0 8.0 D2 13+82.84 20.81' LT 26.0 26.0 23.0 D3 13+88.22 23.16' RT 26.5 26.5 16.5 D4 14+70.07 22.52' RT 18.0 18.0 18.0 D5 16+10.60 22.00' LT 25.0 25.0 12.0 D6 15+99.94 22.00' RT 12.0 12.0 13.0 D7 16+21.94 22.00' RT 16.0 28.0 10.0 D8 16+89.64 21.92' RT 20.0 36.0 11.0 %%" THRU EXPANSION JOINT 1" CURB EXPOSURE AT DRIVEWAY ENTRANCE AtO (T)."j (n») DRIVEWAY ENTRANCE NOTES 1. ALL JOINTS SHALL BE CLEANED AND EDGED. 2. CEMENT CONCRETE DRIVEWAY ENTRANCES SHALL BE 6" THICK AIR ENTRAINED CLASS 4000, 3-DAY. 3. CONCRETE PAVEMENT MALL BE BRUSHED TRANSVERSELY WITH A FIBER OR WIRE BRUSH OF A TYPE APPROVED BY THE ENGINEER. 4. 3/8" EXPANSION JOINTS SHALL BE PLACED AT BACK, SIDES, AND FRONT. MAXIMUM EXPANSION JOINT SPACING IS 10' CENTER TO CENTER. 5. DRIVEWAY SURFACE SHALL RECEIVE A LIGHT BRUSH FINISH TRANSVERSE TO TRAFFIC FLOW. 6. SEE DRIVEWAY SCHEDULE FOR DIMENSIONS. 5' Fmal ty5%, TYP 11111111 - COMPACTED SUBGRADE SECTION A -A' 1" CURB EXPOSURE AT DRIVEWAY ENTRANCE DRIVEWAY SCHEDULE REFERENCE STATION 6" CEMENT CONC. DRIVEWAY ENTRANCE 4" CSBC DR/priol y /Nim, PLAN CEMENT CONC. DRIVEWAY ENTRANCE JUN 122015 NTS goo ASPHALT OR CEMENT CONC. DRIVEWAY, AS INDICATED ON DRIVEWAY SCHEDULE 36" EXPANSION JOINT (TYP) CURB & GUTTER RECEIVED PUBLIC WORKS DEP T_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked by JMD ODB NJD date 06/2015 06/2015 062015 prof eng proj dir field bk no IKPQ 75391h Ave N Seatlk,WA98101 (206) 2864640 wwwin= 2502 Jeresm Ave Tamma,WA96402 (253)627.0120 90% REVIEW SUBMITTAL S 144TH STREET PHASE II ROADWAY DETAILS Community L v� iupment 3 F IL IU F J 4 43 file no 14035DET.DWG wale 1' 40' no date revisions date 06/2015 gs\Contract\14035DET.dwg 6/4/2015 6:26 AM 1/2' RADIUS, TYP. 12" RADIUS FACE OF CURB 4" RADIUS 18' TYP. MEDIAN WIDTH VARIES, SEE MEDIAN LAYOUT, SHEETS 10-11 DECORATIVE STAMPED CONCRETE PAVEMENT, TYP. SEE URBAN DESIGN DETAILS, SHEET 31 /2 BAR, 2' 0.C. BOTH DIRECTIONS FULL DEPTH EXPANSION JOINT, TYP. ROUNDABOUT CEMENT CONCRETE CURB AND GUTTER (CURB 2), WSDOT STD. PLAN F-10.18-00, TYP. MATCH ROADWAY SLOPE 6" CSBC CONCRETE OR HMA ROADWAY, SEE ROADWAY PLANS, SHEETS 10-13 TYPICAL MEDIAN WITH DECORATIVE STAMPED CONCRETE PAVEMENT SECTION NTS CEMENT CONCRETE PAVEMENT 2' HMA OVERLAY EXISTING PAVEMENT N l.. HMA ////////////// A -f 10' SECTION A —A CEMENT CONCRETE CURB & GUTTER WITH 0' EXPOSURE AT CROSSWALK R=5' ROADWAY RAMP DETAIL NTS CURB HEIGHT VARIES, SEE ROADWAY PLANS CEMENT CONCRETE CURB & GUTTER WITH 6' EXPOSURE CONCRETE GUTTER PUBLIC WORKS DEPT_ * ENGINEERING*STREETS *WATER* SEWER*BUILDING* MEDIAN WIDTH VARIES, SEE MEDIAN LAYOUT, SHEETS 10-11 1/2" RADIUS, BOTH EDGES OF CEMENT CONCRETE BAND, TYP. designed drawn checked Tirol eng Proi dir field bk no HMA by ODB ODB NJD 2" MIN. BARK MULCH OVER 12" MIN. TOPSOIL TYPE A, TYP. CEMENT CONCRETE BAND, TYP. FULL DEPTH EXPANSION JOINT, TYP. ROUNDABOUT CEMENT CONCRETE CURB AND GUTTER (CURB 2), WSDOT STD. PLAN F-10.18-00, TYP. MATCH ROADWAY SLOPE COMPACTED SUBGRADE TYPICAL MEDIAN WITH LANDSCAPE SECTION NTS 10' TRAVERSE SECTION (NON —FLUSH CROSSWALK) %" EXPANSION JOINT SCORE LINE IF POURED MONOUTHIC SLOPE VARIES (5% MAX.) • 1 CONSTRUCTION JOINT /5 BAR .18" LONG 0 12" SPACING CEMENT CONCRETE PAVEMENT 4" CSBC 1.0' 0.5' ADA RAMP `•%, \ /\ \ CEMENT GRADE BREAK CONCRETE PAVEMENT CURB & GUTTER 4' CSBC (DEPRESSED) CROSSWALK/ADA RAMP CONNECTION date O6I2015 06a015 Of/015 CONCRETE CROSSWALK DETAIL NTS 15390AmeN 2502JdfeneeAve Seattle, WA981W Tamre, WA98102 (206) 2861610 253) 827-0720 wet* cam 90% REVIEW SUBMITTAL CONCRETE OR HMA ROADWAY, SEE ROADWAY PLANS, SHEETS 10-13 EXISTING RAMP, TYP. 6 MIL VISQUEEN BOND BREAKER AT BACK OF RAMP, TYP. #4 HORIZONTAL 012" 0.C. MAX #4 VERTICAL 018" 0.C. MAX CAST —IN —PLACE WALL TYP. HMA OVERLAY TO BE FLUSH WITH PAVEMENT; SEAL JOINT WITH AR4000 1" CAST —IN —PLACE WALL, TYP. WALL CHAMFER RAIUNG, SEE DETAILS, SHEET 6 WALL CHAMFER, SEE DETAIL THIS SHEET SCORED CEMENT CONCRETE SIDEWALK, TYP. FINISH GRADE EXPANSION JOINT, TYP. 8' TYP. SECTION (LOOKING WEST) TYPICAL CAST -IN -PLACE WALL SECTION NTS GRIND EXISTING ROADWAY TO FORM BUTT JOINT BUTT JOINT DETAIL NTS f is-oac S 144TH STREET PHASE II ROADWAY DETAILS D JUN 122015 no date GornnluliI�y uevelopment revisions 5 43 file no 14035DET.DWG scale 1"_+v date 0622015 r Z 1 1 1/2' TIP. s\Controct\140350ET.dwg 6/4/2015 8:26 Al SLEEVE CONNECTION, SEE DETAIL THIS SHEET HANDRAIL, SEE DETAILS, THIS SHEET C. TYP • I / () / 4" .C. FYP I4' EQ. TYP MAX EQ. 4' MAX TYP. ,. ) II +-- i ELEVATION (NORTH FACE OF WALL) NOTES: 1. SHOP DRAWINGS OF RAIUNG AND HANDRAIL SHALL BE SUBMITTED FOR APPROVAL SHOWING COMPLETE DIMENSIONS AND DETAILS OF FABRICATION AND INCLUDING AN ERECTION DIAGRAM. MATERIALS BEING USED SHALL BE SPECIFIED IN THE SHOP DRAWINGS. 2. ALL RAILING AND HANDRAIL PARTS SHALL BE POWDER COATED PER SPECIFICATIONS PRIOR TO ON —SITE DELIVERY. 3. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH. FLAME CUTTING WILL NOT BE PERMITTED. 4. BOTTOM AND TOP RAILS SHALL MATCH SLOPE OF FINISHED GRADE OF CAST —IN —PLACE WALL 5. CONTRACTOR TO PROVIDE TOLERANCES WITH SLEEVES FOR RAILING INSTALLATION PER THE SPECS. SLEEVE CONNECTION TO EXISTING RAILING, SEE DETAIL, THIS SHEET 3 —6" TYP. SLEEVE CONNECTION TO EXISTING RAIUNG, SEE DETAIL THIS SHEET HANDRAIL SUPPORT, WELD TO HANDRAIL AND RAIL POST, TYP. CAST —IN —PLACE WALL SEE WALL DETAILS, SHEET 5 AND SHEETS 18-19 CONCRETE STEPS, TYP. SIDEWALK, TYP. FINISHED GRADE ELEVATION SPUCE SLEEVE WITH (2) S.S. BUND COUNTERSUNK FASTENERS ON ONE SIDE ONLY TOP RAIL OR BOTTOM RAIL TYP. SLEEVE CONNECTION LIGHT BROOM F1111SH, TYP. PUBLIC WORKS DEPT.. * ENGINEERING *STREETS *WATER* SEWER *BUILDING * 4" SLEEVE CONNECTION TO EXISTING RAILING, SEE DETAIL THIS SHEET TOP RAIL, TYP. WELD TOP RAIL TO RAIL POST, TYP. 1/2" 0.D. X 1/8' THICK TUBE VERTICAL RAILS, PLUMB, TYP. RAIL POST, TYP. BOTTOM RAIL, TYP. WELD BOTTOM RAIL TO RAIL POST, TYP. CAST —IN —PLACE WALL, SEE WALL DETAILS, SHEET 5 AND SHEETS 18-19 EXISTING CONCRETE RAMP TOP RAIL TYP. 1/2. 0.D. X 1/8" THICK VERTICAL RAILS, PLUMB, TYP. O V HANDRAIL, SEE •' ,.11�',, DETAILS, IS SHEET EQ. TYP., 4' MAX `II, F1 FVATION (SOUTH FACE OF WALL). (5) 1/4" X 1/4" GROOVES, TYP. (1) #4 EA. NOSE, TYP. STAIR NOSE SLEEVE CONNECTION, SEE DETAIL THIS SHEET HANDRAIL SUPPORT, WELD TO HANDRAIL AND RAIL POST, TYP. SCORED CEMENT CONCRETE SIDEWALK, SEE DETAILS, SHEET 30 CAST —IN —PLACE WALL, SEE WALL DETAILS, SHEET 5 AND SHEETS 18-19 RAILING, SEE DETAILS, THIS SHEET CONCRETE STEPS, TYP. HANDRAIL SEE DETAILS, THIS SHEET EXPANSION JOINT, TYP. WELD HANDRAIL TO RAIL POST CEMENT CONCRETE SIDEWALK EXPANSION JOINT, TYP. CONCRETE STEPS, TYP. CONCRETE STEPS AND RAILING WITH HANDRAIL DETAIL NTS designed drawn checked by DF DF LG date 062015 062015 062015 Prot ant prol dir field bk no KPC T53981 Are N Seattle, WA98109 (208) 2061840 w clpg.cam 2502JeffaemAve Tamura, WA 98402 (253) 621-0720 90% REVIEW SUBMITTAL 2 1/2" TYP. HANDRAIL RAIL POST, TYP. BOTTOM RAIL TYP. WELD BOTTOM RAIL TO RAIL POST, TYP. CAST —IN —PLACE WALL, SEE WALL DETAILS, SHEET 5 AND SHEETS 18-19 RAIUNG, SEE DETAILS, THIS SHEET HANDRAIL, SEE DETAILS, THIS SHEET N 2" 0.D. X 3/16" THICK TUBE HANDRAIL TYP. RAIL POST 1 /2" 0.D. X 1 /8' THICK TUBE HANDRAIL SUPPORT, WELD TO HANDRAIL AND RAIL POST, TYP. NON —SHRINK CEMENTITOUS GROUT TO SET CAST —IN —PLACE WALL, SEE WALL DETAILS, SHEET 5 AND SHEETS 18-19 • � `y(T//\\41:*\-"\//: oglivr\. \\/i\\/N 2' 0.D. X 3/16" THICK TUBE TOP RAIL TYP. 2' 0.D. X 3/16- THICK TUBE RAIL POST, TYP. HANDRAIL, SEE DETAIL THIS SHEET 2" 0.D. X 3/16' THICK TUBE BOTTOM RAIL, TYP. CORE DRILL CAST —IN —PLACE WALL TO RECEIVE POST SLEEVE, 2.5" 0 MIN., TO ALLOW ROOM FOR GROUT HANDRAIL EMBEDMENT /4 0 15" O.C. RUNNING BOTH WAYS, 2' CLEAR STAIR NOSE, SEE DETAIL THIS SHEET /4 0 15' 0.C. RUNNING BOTH WAYS, 2' CLEAR SECTION A —A' S 144TH STREET PHASE II STEEL SLEEVE WITH J¢' COLLAR, GROUT IN PLACE NOTE: CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS FOR RAILING, HANDRAIL AND CONCRETE STEPS INSTALLATION. CAST —IN —PLACE WALL SEE WALL DETAILS, SHEET 5 AND SHEETS 18-19 6 MIL VISQUEEN BOND BREAKER AT BACK OF RAMP, TYP EXISTING CONCRETE RAMP 74;04;7;;;e: quer is 4" COMPACTED CSTC COMPACTED SUBGRADE 6 /s =000c macEivwD 5 ROADWAY DETAILS JUN 1228 1 no date Cor munity revisions 6 43 file no 14035DET.DWG scale 1'=40' date 062015 to a. 6"+^ PATENTED PERIMETER VOID AREA BED C/L 2.` If Il OUTLET PIPE SEE MOTES PRE-FI.UER GIRTMOE GRAN DOWN ONE' 1 L'L'--Mra.ET FARE PLAN VIEW SEE Non 6'---I ELEVATION VIEW BLOF7L7Ri7/ON RIGHT END VIEW PRE7RE TMF1T/D1CHARGE INSTALLATION NOTES 1. CONTRACTOR 7O PROVIDE AU LABOR, EQUIPMENT, INTERIMS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCVRD4NCE WITH THIS DRAWING AND THE MANUFACTURERS SPEC/FIGIDONS UNLESS OTHERWISE STATED /N MWUFACTURERS CONTRACT. 2. OMIT MUST BE INSTALLED ON LEVEL BASE MANUFACTURER RECOMMENDS A MINIMUM 6' LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER CONTRACTOR /S RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS a ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH) INERT OF OUTFLOW PIPE MUST BE FLUSH YAM DISCHARGE CLAMBER FLOOR ALL GAPS AROUND PIPES SMALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAN. AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLAT/0N OF ALL RISERS MANHOLES AND HATCHES CONTACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE 6. DRIP OR SPRAY MR/CATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMEN.SIOVS, ELEVATIONS, SPECIE/CANONS AND CAPACITIES ARE SUBJECT TO CLANGS. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS MV ACCESSORIES PIFASF CONTACT MANUFACTURER MODULAR WETLAND #1 DETAIL 4' X 8' - VAULT, STANDARD DETAIL, 3.4' OPERATING HEAD NTS STANDARD DETAIL IS FOR SCHEMATIC USE, SEE BELOW FOR VAULT LAYOUT AND ORIENTATION. SEE PLAN/PROFILE SHEET FOR PIPE CONNECTIONS //��'' TRAFFIC ROOD / IS RITE]/ 7=71- PRETREATMENT CHAMBER ""•"' 5' 10' 4. 610A1177A770N CHAMBER 13' 0' DISCHARGE CHAMBER 14' 0" ELEVATION VIEW INLET PIPE SEE N07E5 DRAIN DOWN LINES INLET PATENTED PERIMETER VOID AREA r-PRE-FILTER CARTRIDGE DRAIN DOWN LINE OUTLET DRAIN DOWN FILTER OUTLET PIPE SEE NOTE VERTICAL UNDERDRAIN MANIFOLD PLAN VIEW LEFT END VIEW FLOW C¢NTROL RI MODULAR WETLAND #2 DETAIL 4' X 13' - VAULT, STANDARD DETAIL, 2.3 FEET OPERATING HEAD STANDARD DETAIL IS FOR SCHEMATIC USE, SEE BELOW FOR VAULT LAYOUT AND ORIENTATION. NTS SEE PLAN/PROFILE SHEET FOR PIPE CONNECTIONS IN (FROM CB NO. 14A) NW FG ELEV 290.22 INLET/PRE-TREATMENT CHAMBER SW FG ELEV 290.34 MODU NTS OUT (TO CB NO. 15) NE FG ELEV 290.15 OUT (TO CB NO. 66) OUTLET/DISCHARGE CHAMBER I PLANTING AREA OU11 ET/DISCHARGE Y SEE LANDSCAPE CHAMBER II PLANS SE FG ELEV 290.27 NW FG ELEV 288.58 TREATMENT CHAMBER (COVERED) INLET/PRE-TREATMENT CHAMBER NE FG ELEV 288.58 IN (FROM CB NO. 69) ETLAND #1 SW FG ELEV 288.66MODULAR WETLAND #2 SE FG ELEV 288.66 NTS SAWCUT IN NEAT VERTICAL UNE, SEAL WITH PAVING OIL EXISTING PAVEMENT, DEPTH VARIES 1' PAVED AREAS WIDTH VARIES, SEE PLANS SIDEWALK AREAS i:!• L 2' HMA CL 7¢" PG 64-22 OVERLAY, WHERE SHOWN ON PLANS 4" HMA CL Jr PG 64-22 6' CSBC OR HMA GRINDINGS FOR SPECIFIED BACKFILL, SEE BACKFILL NOTES THIS SHEET GRAVEL BACKFILL FOR PIPE ZONE BEDDING SDP, SIZE AS SHOWN ON PLANS TRENCH BACKFILL NOTES: /////�///////r//' 4" CEMENT CONC. SIDEWALK 2" CSBC COMPACTED SUBGRADE CL N UNDISTURBED SUBGRADE MAX. PAY LIMIT • ID + 30' FOR 8"0 & 12'0 SDP • ( .5 WID) + 18' FOR SDP 18'0 OR GREATER, WHERE ID IS NOMINAL PIPE DIAM. 1. UNDER SIDEWALK AND HMA PAVEMENT AREAS, BACKFILL WITH GRAVEL BORROW OR SUITABLE NATIVE BACKFILL IF APPROVED BY THE ENGINEER, UP TO SUBGRADE ELEVATION 2. NATIVE BACKFILL MATERIALS SHALL ONLY BE USED WHEN APPROVED BY THE ENGINEER, THEREFORE THE CONTRACTOR SHALL ASSUME ALL TRENCHES SHALL BE BACKFILLED WITH SELECT MATERIALS. TYPICAL SDP TRENCH DETAIL NTS NOTES: 1. A 4' STAINLESS STEEL DISC PAINTED (BLUE) MARKER 'NO DUMPING DRAINS TO RIVER' SHALL BE INSTALLED AT ALL GRATED CATCH BASIN LOCATIONS. 2. WHERE CATCH BASIN IS ADJACENT TO CURB, STORM DRAIN MARKER SHALL BE PLACED ON TOP OF THE CURB FACING THE SIDEWALK. 3. WHERE CATCH BASIN IS NOT ADJACENT TO CURB, STORM DRAIN MARKER SHALL BE PLACED ON THE ROADWAY AS DIRECTED BY THE ENGINEER. STORM DRAIN MARKER NTS MODULAR WETLAND STATION AND OFFSETS MODULAR WETLAND # NW CORNER SW CORNER NE CORNER SE CORNER 1 STA 13+46.74 (21.8' R) STA 13+46.81 (29.8' R) STA 13+50.74 (21.8' R) STA 13+50.81 (29.8' R) 2 STA 15+16.16 (20.8' R) STA 15+16.20 (24.8' R) STA 15+29.16 (20.7' R) STA 15+29.20 (24.7' R) MODULAR WETLAND LOCATION DETAILS NOTE: FINISH GRADE (FG), COORDINATE FINAL RIM ELEVATION OF MODULAR WETLAND UNITS WITH ROADWAY PLANS AND SECTIONS. STATION AND OFFSETS ARE PROVIDED FROM THE STRUCTURE INTERIOR DIMENSIONS. E /5-oo o c P CLE3 WORKS DEP T_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked by NA NA NJD date 01V2015 06/2015 062015 prof eng Prom dir field bk no IKPQ 753981 Ave N Seattle, WA98101 (206) 28 .1640 nrcia.can 2502 JdLersa7 Ave Tsang, WA98402 I253) 627-0720 90% REVIEW SUBMITTAL S 144TH STREET PHASE II DRAINAGE DETAILS rce.lczyk - / JUN 122015 no date Community D;('clopmcnt revisions T 43 file no 14035DET.DWG scale r= 40' date 062015 / K:\PROJECTS\TUKNILA\14035 — 5 144th St\DESIGN\Drawings\Contract\140355P.dwg 6/4/2015 8:27 A4 CONC BLOCK RET / LEGEND - CONC RET WALL DEMOLITION AREA C'. 1392 300.54 296.6 N, 12' CPP 296.5 S, 12' CPP X X XX X X X XXXXX XXxxx INLET PROTECTION APPROXIMATE CLEARING LIMITS SAWCUT PAVEMENT ABANDON/ REMOVE PIPE SILT FENCE PAVEMENT REMOVAL LIMITS KING COUNTY LIBRARY UNDER CONSTRUCTION PK100 N: 176384.84 E 1281691.36 EIEV: 297.86 CB 1282 RIM 290.99 IE 289.3 N, 8" PVC IE 288.9 5, 12" C1AP • • EXISTING WATER MAIN AND ALL -SERVICES TO BE ABANDONED B1' OTHERS -UNLESS OTHERWISE NOTED. S 144TH ST SSMH 1559 RIM 294.02 IE 281.0 W,S-E 0 CL RIM 291.06 IE 268.5 N, 12' CMP IE 2138.5 E, 12" CMP PLAN 0 10 20 40 SCALE IN FEET PUBLIC' WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked prof eng prof dir field bk no by ODB KA NJD 60 date 062015 06✓2015 06/2015 CB 1703 CB 1283 RIM 288.24 IE 286.5 N, 12' CMP RIM 291.08 IE 286.2 S, 12' CMP IE 289.6 S, 8' PVC ?UKWILA VILLAGE PHASE 1 UNQER CONSTRUCTION MAP34' • 113..__'_ :.. RNA 289.12 IE 286.4 W, 12' DAP IE 286.2 N, 12' CMP IE 286.2 E, 12- CMP KPQ 753 W1Are N Jett Ave Seattle, WA 98109 Tama, WA 95402 (296)2E61610 (2,531621-0720 ww6lalO.mm PK102 N: 176330.05 E 1281946.89 ELEV. 289.40 ECOBLOCK (TYR) SSMH 1577 RIM 289.10 8 280.4 W-E 0 CL 90% REVIEW SUBMITTAL 5' CHLK CONC RE 14 . . • • CT36'(REBWOOD) 1 TUKIWLA VILLAGE PHASE 3 ' IJNDFR DEVEI OPMFNT•REVIEW W '.""o'"' 3' rn MATCH LINE STA 14+50 GENERAL NOTES 1. TREES OVER 12' DIAM. PROPOSED FOR REMOVAL SHALL BE FLAGGED FOR ENGINEER APPROVAL 4. CONTRACTOR SHALL FURNISH AND INSTALL INLET PROTECTION, SILT FENCE, WATTLES, AND OTHER EROSION CONTROL MEASURES TO MINIMIZE SEDIMENT MIGRATION INTO STREAMS AND STORM DRAINAGE SYSTEMS. 5. FOR TREATMENT OF EXISTING JUNCTION BOXES, LUMINAIRE POLES, SIGNAL POLES, AND EQUIPMENT, SEE SHEETS 20-24. 6. FOR TREATMENT OF EXISTING SIGNS, SEE SHEETS 40-41. 7. CONTRACTOR SHALL COORDINATE WITH ADJACENT DEVELOPERS, TUKWILA VILLAGE AND KING COUNTY LIBRARY. TESC MEASURES MAY VARY DEPENDING ON THE PROGRESS OF THE DEVELOPERS' CONSTRUCTION WORK. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES NOT DESIGNATED FOR REMOVAL 3. SITE PREPARATION NOTES O1 SAWCUT & REMOVE ASPHALT CONCRETE PAVEMENT. O REMOVE CURB AND GUTTER. O REMOVE SIDEWALK. 0 REMOVE TREE. •---1PRESERVE AND PROTECT TREE. SEE TREE PROTECTION DETAIL SHEET 39. © REMOVE STUMP. O REMOVE EXTRUDED CURB. 0 REMOVE FENCE. 0 REMOVE CONCRETE RETAINING WALL 0 REMOVE CONCRETE STEPS, RETAINING WALL, AND HAND RAILING. 0 REMOVE BRICK PAVERS. 0 REMOVE STORM DRAIN STRUCTURE 14 REMOVE OR ABANDON STORM DRAIN PIPE. 0 REMOVE GUARD POST. S 144TH STREET PHASE II SITE PREPARATION & TESC PLAN STA 10+00 TO STA 14+50 ro.,,Teft,r91JED JUN 122015 no 1:ommltn;ty DevJopmant date revisions J 8 43 file n0 14035SP.DWG scale P = 40' date 062015 L 1 ngs\Contract\14035SP.dwg 6/4/2015 8:27 AM K:\PROJECTS\TUK6lLA\14035 — S 144th St\DESIGN\0ra • TUKWILA' VILLAGE PHASE 3 UNDER DEVELOPMENT REVIEW "-CONC RET WALL (FOOTING) CONC RAMP AETAL HANDRAIL (TYP) RET WALL (TYP) LEGEND CULV 1850 IE 283.4, 18' CONC CB 1849 RIM 287.74 E 283.6 N, 18' CONC E 282.8 5, 18' CONC 0 0 so CULV 5346 IE 281.4, 18' C 2048 RIM 287.56 IE 283.2 5E, 8' CONC IE 282.1 N, 18' CONC IE 2.1 5E, 18' CONC REC O SAYS PIPES ARE 15' 7' WOOD CB 1848 RIM 287.55 IE 285.8 5, 12' CONC WOOD DECK CB 2222 RIM 287.52 IE 285.7 W, 12' CMP IE 285.7 N, 12' CONC IE 285.7 E. 12' CMP X XX XX X X X XXXXxxxXX INLET PROTECTION APPROXIMATE CLEARING LIMITS SAWCUT PAVEMENT ABANDON/ REMOVE PIPE SILT FENCE PAVEMENT REMOVAL LIMITS EXISTING WATER MAIN AND ALL SERVICES TO BE ABANDONED BY OTHERS UNLESS OTHERWISE NOTED. CONC WALL (TYP) CONC OD o CD PLAN C8 4000 RIM 288.40 IE 286.7 S, 12' IRON €JAL HANDRAIL CB 4008 RIM 289.17 IE 2871 W, 4' PVC IE 286.9 E, 12' IRON CB 4007 RIM 288.84 IE 286.9 E, 12' IRON TAL (TYP) PK101 14: 176314.08 E: 1282317.18 EIEV: 289.07 SDMH 4001 RIM 288.52 IE 285.1t N, 12' IRON IE 285.1 W, 12' CMP IE 284.3 SE, 18' CPP 0 10 20 40 60 SCALE IN FEET O CD GND.ROD CND ROD SSMH 4011 RIM 289.18 IE 278.7 E,W-N 0 CL BRICK RET WALL (TYP) 5' IRON (TYP) 6' WOOD SDAIH 4002 RIM 287.59 E 281.8 NE, 12' CONC E 281.5 NW, 18' CPP E 281.5 S, 18' CONC 10 CB 4009 RIM 289.13 IE 286.7 W, 12' IRON IE 286,5 S, 12' IRON PK-FL103 N: 176387.13 0 1282390.98 CB 4003 I Z 16^ IM 288.05 284.0 NE 12' 12'IRON CONC IG166' 4' EIE 283.9 SW, 12 CONC T PINE6' 11 PINE6' Y PINE6' C8 4006 RIM 288.71 IE 286.2 N, 12' IRON IE 286.2 W, 12' IRON IE 286.1 S, 12' IRON SSIAH 4010 RIM 289.37 IE 282.2 E-W 0 CL CB 4005 RIM 289.10 IE 286.3 S, 12' CONC C8 4004 CONC BLOCK RI4 288.95 C CON WALL E 284.4 N. 12' CONC RET IE 284.4 SW, 12' CONC WY Ye CONC BLOCK RET WALL 32' PINE6' W/L GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES NOT DESIGNATED FOR REMOVAL 3. TREES OVER 12' DIAM. PROPOSED FOR REMOVAL SHALL BE FLAGGED FOR ENGINEER APPROVAL 4. CONTRACTOR SHALL FURNISH AND INSTALL INLET PROTECTION, SILT FENCE, WATTLES, AND OTHER EROSION CONTROL MEASURES TO MINIMIZE SEDIMENT MIGRATION INTO STREAMS AND STORM DRAINAGE SYSTEMS. 5. FOR TREATMENT OF EXISTING JUNCTION BOXES, LUMINAIRE POLES, SIGNAL POLES, AND EQUIPMENT, SEE SHEETS 20-24. 6. FOR TREATMENT OF EXISTING SIGNS, SEE SHEETS 40-41. 7. CONTRACTOR SHALL COORDINATE WITH ADJACENT DEVELOPERS, TUKWILA VILLAGE AND KING COUNTY LIBRARY. TESC MEASURES MAY VARY DEPENDING ON THE PROGRESS OF THE DEVELOPERS' CONSTRUCTION WORK. SITE PREPARATION NOTES 1O SAWCUT & REMOVE ASPHALT CONCRETE PAVEMENT. 0 REMOVE CURB AND GUTTER. 0 REMOVE SIDEWALK. 0 REMOVE TREE. OPRESERVE AND PROTECT TREE. SEE TREE PROTECTION DETAIL SHEET 39. 0 REMOVE EXTRUDED CURB. 0 REMOVE CONCRETE STEPS, RETAINING WALL, AND HAND RAILING. 0 PRESERVE AND PROTECT WALL AND/OR FENCE TO REMAIN. 13 REMOVE STORM DRAIN STRUCTURE. 14 REMOVE OR ABANDON STORM DRAIN PIPE. 16 PRESERVE AND PROTECT WATER SERVICE TO REMAIN OR TO BE RELOCATED. 17 SAWCUT AND REMOVE CEMENT CONCRETE DRIVEWAY. ? 1 ' -Qoo6, RECEIVED PZJSLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked Prol eng prof dir field bk no by ODB KA NJD date 06/2015 06/2015 06/2015 IKPQ 7539111AveN 2502Je0ersanAve Soli WA 96109 Tacoma, WA 96402 (226)2661640 (253)621-0720 wwlop.oan 90% REVIEW SUBMITTAL S 144TH STREET PHASE II SITE PREPARATION & TESC PLAN STA 14+50 TO STA 18+50 JtiN 122015 Corlmunily Cevsdopmen1 J 9 43 file no 14035SP.DWG scale 1' = 40' 80 date revisions date 06/2015 ngs\Contract\14035PLN.dwg 6/4/2015 K:\PROJECTS\TUKYALA\14035 — S 144th St\DESIGN\Ora CONC BLOC. RET WALL LEGEND SW r INV ■ • 0 STA 10+63.85 /_/// AC AC STA 10+50.98, 35.75' RT 0 00 c w $ DRAINAGE STRUCTURE NUMBER STORM DRAIN CATCH BASIN TYPE 1 STORM DRAIN CATCH BASIN TYPE 2 STORM DRAIN PIPE, WITH DIRECTION OF FLOW MAILBOX SUPPORT BUTT JOINT EMBANKMENT UNE - CUT EMBANKMENT UNE - FILL HMA NEW PAVEMENT SECTION HMA OVERLAY CEMENT CONC. PAVEMENT SECTION WATER PIPE (BY OTHERS) SEWER PIPE (BY OTHERS) STORM DRAIN PIPE (BY OTHERS) KING COUNTY UBRARY UNDER CONSTRUCTION STA 10+68.32, 44.25' LT ® NEW 6' SIDE SEWER TO okayBE INSTALLED BY OTHERS saiage -F- 12' WATER MAIN BY TUKYA. S144THST PLAN 0 5 10 20 30 SCALE IN FEET NEW 12" DI WATER MAIN AND APPURTENANCES TO BE INSTALLED BY OTHERS (TYP) NEW 12* SD TO BE INSTALLED BY OTHERS 'STA 12+00.33, 5.75' RT TUKWILA VILLAGE PHASE 2 UNDER DEVELOPMENT BEYIEIN CONSTRUCTION NOTES STA 12+32.70, 43.27' LT STA 12+32.37, 35.27' LT NEW CB TO BE INSTALLED BY OTHERS STA 11+91.87, 44.25' LT STA 11+89.32, 36.25' LT F STA 12+05.28 5.75' RT STA 12+10.04, 35.75' RT TUKWILA VILLAGE PHASE 1 UNDER CONSTRUCTION NEW 12* SD -DI TO BE INSTALLED BY OTHERS STA 12+09.85, 36.25' LT STA 12+15.28 STA 12+10.04, 44.14' RT F w N MATCH LINE S 0 MATCH EXISTING. 0 CONSTRUCT CEMENT CONC. GUTTER PER DETAIL, SHEET 3. O3 CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE PER DETAIL, SHEET 4. 0 CONSTRUCT CEMENT CONC. CROSSWALK PER DETAIL, SHEET 5. OCONSTRUCT CEMENT CONC. PERPENDICULAR CURB RAMP TYPE B PER WSDOT STANDARD PLAN F-40.15-02 WITH BRICK RED COLOR DETECTABLE WARNING SURFACE. © ADJUST CATCH BASIN TO GRADE. OADJUST SEWER MANHOLE TO GRADE. COORDINATE WITH VALVUE SEWER DISTRICT. 0 CONSTRUCT MEDIAN PER DETAILS, SHEET 30. 12 ADJUST UTILITY MANHOLE/VAULT TO GRADE. COORDINATE WITH UTIUTY. 10 RELOCATE TELEPHONE RISER BY OTHERS. 10 CONSTRUCT ROADWAY RAMP PER DETAIL, SHEET 5. 0 ADJUST WATER VALVE TO GRADE. 0 INSTALL BRICK RED COLOR DETECTABLE WARNING SURFACE. 30 SIDEWALK IMPROVEMENTS TO BE COMPLETED BY OTHERS AS PART OF TUKWILA VILLAGE DEVELOPMENT. COORDINATE WITH TUKWILA VILLAGE CONTRACTOR AS REQUIRED. GENERAL NOTES 1. CONSTRUCT CEMENT CONC. CURB AND GUTTER, SIDEWALK, AND NEW PAVEMENT SECTION PER TYPICAL SECTIONS, SHEET 3. 2. FOR TREATMENT OF EXISTING STRUCTURES AND OBSTRUCTIONS, SEE SITE PREPARATION PLANS, SHEETS 8-9. 3. FOR DRAINAGE NOTES, SEE PROFILE SHEETS 14-15. 4. FOR TREATMENT OF EXISTING ILLUMINATION AND SIGNAL EQUIPMENT, SHEETS 20-27. 5. FOR TREATMENT OF EXISTING SIGNS, SEE SHEETS 40-41. GUTTER LAYOUT POINTS CD STATION OFFSET GUTTER ELEV DESCRIPTION 10 10+70.00 21.15' LT 298.87 BEGIN; MATCH 11 10+95.23 20.75' LT 297.41 PC, R= 6' 12 11+00.42 23.75' LT 297.21 PT 13 11+02.74 27.76' LT 297.08 PC, R=4' 14 11+06.20 29.75' LT 296.94 PT 15 11+91.85 29.75' LT 293.23 PC, R=4' (CURB HT=0.45') 16 11+95.32 27.75' LT 293.13 PT (CURB HT=0.33') 17 11+97.33 24.26' LT 293.04 PC, R=6' (CURB HT=0.27') 18 12+02.53 21.25' LT 292.94 PT (CURB HT=0.09') 19 12+09.44 21.25' LT 292.81 AP 20 12+17.28 20.87' LT 292.63 PC, R=6' (CURB HT=0.07') 21 12+22.58 23.64' LT 292.48 PT (CURB HT=0.25') 22 12+24.77 27.09' LT 292.46 PC, R=4' (CURB HT=0.32') 23 12+28.31 28.93' LT 292.39 PT (CURB HT=0.44') 24 10+57.68 21.25' RT 299.17 BEGIN; MATCH 25 12+05.00 21.25' RT 292.90 AP (CURB HT=0.01') 26 12+18.51 20.94' RT 292.58 PC, R=6' (CURB HT=0.10') 27 12+23.80 23.79' RT 492.43 PT (CURB HT=0.28') 28 12+25.90 27.21' RT 292.42 PC, R=4' (CURB HT=0.35') 29 12+29.43 29.11' RT 292.34 PT (CURB HT=0.47') CURB RAMP CL LOCATION STATION OFFSET RAMP WIDTH 12+10.28 21.21' LT 10' 12+10.28 5.00' LT 10' 12+10.28 5.24' RT 10' 12+10.26 21.13' RT 10' PUBLIC WORKS DEPT_ • ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked by JMD ODB NJD date 06//2015 06/2015 0N2015 prof eng prof dir field bk no IKPG 753901 Ave N Saab, WA98103 (206) 286.1610 vwwipp.mm 2502Jefferson Ave Tacoma, WA98102 (253)627.0720 90% REVIEW SUBMITTAL S 144TH STREET PHASE II ROADWAY PLAN STA 10+00 TO STA 12+50 .WN 122015 no date Community �vek pn rant revisions J 10 43 file no 14035PLN.DWG scale r - as date 06/2015 J z x H rq K:\PROJECTS\TUKPILA\14035 — S 144th St\DESIGN\Drawings\Contract\14035P 6' CHU< LEGEND NEW 12" DI WATER MAIN AND APPURTENANCES TO BE INSTALLED BY OTHERS (TYP) 12' WATER MAIN BY 'MOIL 'STA 12+85.40 F TUKWILA VILLAGE PHASE 1 UNDER CONSTRUCTION STA 13+01.64, 40.47' LT STA 13+01.32, 32.48' LT STA 13+27.84111M11 88' LT STA 13+27.83 2.1'' / STA 13+40.20, 35.80' LT STA 13+40.32, 30.90' LT 12' SD BY TUKVAL WNW MIMI 1.5'R S 144TH ST 'STA 13+52.76 NEW 12' SD TO BE INSTALLED BY OTHERS (TYP) TUKWILA VILLAGE PHASE 2 UNDER DEVELOPMENT REVIEW c w s ter® ® I® DRAINAGE STRUCTURE NUMBER STORM DRAIN CATCH BASIN TYPE 1 STORM DRAIN CATCH BASIN TYPE 2 STORM DRAIN PIPE, WITH DIRECTION OF FLOW MAILBOX SUPPORT BUTT JOINT EMBANKMENT UNE - CUT EMBANKMENT UNE - FILL HMA NEW PAVEMENT SECTION HMA OVERLAY CEMENT CONC. PAVEMENT SECTION WATER PIPE (BY OTHERS) SEWER PIPE (BY OTHERS) STORM DRAIN PIPE (BY OTHERS) F PLAN STA 13+75.14 39.2�RT 0 5 10 20 30 SCALE IN FEET PUBLIC WORKS ZDEP T_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked by JMD ODB NJD date 062015 W/2015 0W2015 Aroteng Proi dir field bk no 5' CHI K CONC RET WALL KIG 7539thAve N Sat8e, WA 98109 rms)2616(0 2502 Jefferson Ave Taalms,WA33402 (233)8'7-0720 TUKWILA VILLAGE PHASE 3 UNDER DEVELOPMENT REVIEW w z U -STA-14+ 28.02' R STA 14+01.5 31.06' RT GUTTER LAYOUT POINTS ® STATION OFFSET GUTTER ELEV DESCRIPTION 40 13+37.84 24.49' LT 289.97 PC, R=4' 41 13+41.22 22.34' LT 289.86 PT 42 13+43.07 18.79' LT 289.77 PC, R=6' 43 13+48.15 15.57' LT 289.65 PT 44 13+79.73 14.29' LT 289.03 AP 45 14+09.00 14.52' LT 288.68 PC, R=6' 46 14+14.16 17.54' LT 288.67 PT 47 14+16.20 21.09' LT 288.63 PC, R=4' 48 14+19.63 23.10' LT 288.62 PT 49 13+38.74 25.80' RT 290.00 PC, R=4' 50 13+42.18 23.63' RT 289.88 PT 51 13+43.92 20.24' RT 289.78 PC, R=6' 52 13+49.21 16.97' RT 289.65 PT 90% REVIEW SUBMITTAL GENERAL NOTES 1. CONSTRUCT CEMENT CONC. CURB AND GUTTER, SIDEWALK, AND NEW PAVEMENT SECTION PER TYPICAL SECTIONS, SHEET 3. 2 FOR TREATMENT OF EXISTING STRUCTURES AND OBSTRUCTIONS, SEE SITE PREPARATION PLANS, SHEETS 8-9. 3. FOR DRAINAGE NOTES, SEE PROFILE SHEETS 14-15. 4. FOR TREATMENT OF EXISTING ILLUMINATION AND SIGNAL EQUIPMENT, SHEETS 20-27. 5. FOR TREATMENT OF EXISTING SIGNS, SEE SHEETS 40-41. CONSTRUCTION NOTES O MATCH EXISTING. O CONSTRUCT CEMENT CONC. GUTTER PER DETAIL SHEET 3. O CONSTRUCT CEMENT CONC, DRIVEWAY ENTRANCE PER DETAIL, SHEET 4, O CONSTRUCT CEMENT CONC. CROSSWALK PER DETAIL SHEET 5. OCONSTRUCT CEMENT CONC. PERPENDICULAR CURB RAMP TYPE A PER WSDOT STANDARD PLAN F-40.15-02 WITH BRICK RED COLOR DETECTABLE WARNING SURFACE. OCONSTRUCT CATCH BASIN SURROUND PER CITY OF TUKWILA STANDARD PLAN RS-27. BO ADJUST CATCH BASIN TO GRADE. OADJUST SEWER MANHOLE TO GRADE. COORDINATE WITH VALVUE SEWER DISTRICT. 10 CONSTRUCT MEDIAN PER DETAILS, SHEET 30. 11 ADJUST MONUMENT CASE AND COVER TO GRADE. 12 ADJUST U11UTY MANHOLE/VAULT TO GRADE. COORDINATE WITH UTIUTY. 17 CONSTRUCT CONCRETE LANDING, CONCRETE STEPS, AND CAST -IN -PLACE WALL WITH HAND RAIUNG. SEE DETAILS, SHEET 6. 0 REPLACE GRATE WITH ROUND SOUD UD. COORDINATE WITH UTIUTY. 0 RECONSTRUCT ASPHALT DRIVEWAY PER DETAIL SHEET 4. 23 RELOCATE PIV, FDC AND GUARDPOSTS. COORDINATE WITH WATER DISTRICT 125. 24 RELOCATE WATER METER, SETTER AND BOX. COORDINATE WITH WATER DISTRICT 125. 27 ADJUST WATER VALVE TO GRADE. 0 RECONSTRUCT CSBC DRIVEWAY. 30 SIDEWALK IMPROVEMENTS TO BE COMPLETED BY OTHERS AS PART OF TUKWILA VILLAGE DEVELOPMENT. COORDINATE WITH TUKWILA VILLAGE CONTRACTOR AS REQUIRED. 31 INSTALL MODULAR WETLAND SYSTEM. SEE DETAILS, SHEET 7 CURB RAMP CL LOCATION STATION OFFSET RAMP WIDTH 13+57.29 15.20' LT 5' 13+58.27 16.90' RT 5' S 144TH STREET PHASE II ROADWAY PLAN STA 12+50 TO STA 14+40 r 'ca°�'D i�� L:. JUN 122m15 Commun'ty 11 43 file no 14035PLN.DWG no date y VIiIVN111L.1 revisions scale 1r=4a date ae2015 \ MATCH UNE STA 14+4 TUKWILA VILLAGE PHASE 3 NEW 12* SD TO BE UNDER DEVELOPMENT REVIEW INSTALLED BY OTHERS F 12" SO 8Y TU LEGEND cci RAMP WALL4 `o\� DRAINAGE STRUCTURE NUMBER STORM DRAIN CATCH BASIN TYPE 1 STORM DRAIN CATCH BASIN TYPE 2 STORM DRAIN PIPE, WITH DIRECTION OF FLOW MAILBOX SUPPORT \\\N\NN\N\\\\\\', BUTT JOINT EMBANKMENT LINE — CUT EMBANKMENT UNE — FILL HMA NEW PAVEMENT SECTION HMA OVERLAY CEMENT CONC. PAVEMENT SECTION WATER PIPE (BY OTHERS) $ SEWER PIPE (BY OTHERS) STORM DRAIN PIPE (BY OTHERS) F STA 15+29.88 38.47' LT STA 15+29.92 32.95' LT 2" WATER MAIN 85 TUKWL WALL 5 NEW 12* 01 WATER MAIN AND APPURTENANCES TO BE INSTALLED BY OTHERS (TYP) S 144TH ST 2' WOOD HANDRAIL WOOD DECK PLAN 0 5 10 20 SCALE IN FEET GUTTER LAYOUT POINTS ® STA11ON OFFSET GUTTER ELEV DESCRIPTION 60 15+19.63 23.89' LT 288.06 PC, R=4' 61 15+23.11 21.92' LT 288.00 PT 62 15+25.17 18.41' LT 287.92 PC, R=6' 63 15+30.23 15.46' LT 287.90 PT PL E3LIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked by JMD ODB NJD date 06/2015 062015 062015 prof eng nrci field bk no KPG 7539thAbe N Sege, WA 98109 (206)288.1610 2502 Jefersan Ave Tamma,W49B402 (253) B27-0720 0 30 90% REVIEW SUBMITTAL CONC WALL A P a 0 u7 CO MATCH UNE S GENERAL NOTES 1. CONSTRUCT CEMENT CONC. CURB AND GUTTER, SIDEWALK, AND NEW PAVEMENT SECTION PER TYPICAL SECTIONS, SHEET 3. 2. FOR TREATMENT OF EXISTING STRUCTURES AND OBSTRUCTIONS, SEE SITE PREPARATION PLANS, SHEETS 8-9. 3. FOR DRAINAGE NOTES, SEE PROFILE SHEETS 14-15. 4. FOR TREATMENT OF EXISTING ILLUMINATION AND SIGNAL EQUIPMENT, SHEETS 20-27. 5. FOR TREATMENT OF EXISTING SIGNS, SEE SHEETS 40-41. CONSTRUCTION NOTES O MATCH EXISTING. O CONSTRUCT CEMENT CONC. GUTTER PER DETAIL SHEET 3. 0 CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE PER DETAIL SHEET 4. OCONSTRUCT CATCH BASIN SURROUND PER CITY OF TUKWILA STANDARD PLAN RS-27. ® ADJUST CATCH BASIN TO GRADE. 0 ADJUST UTILTY MANHOLE/VAULT TO GRADE. COORDINATE WTH UTILITY. 13 ADJUST GAS VALVE TO GRADE. COORDINATE WITH PUGET SOUND ENERGY. 14 RELOCATE EXISTING MAILBOXES ON NEW MAILBOX SUPPORT PER PER DETAIL SHEET 4. 0 CONSTRUCT MODULAR BLOCK WALL SEE DETAILS, SHEETS 18-19. 0 RECONSTRUCT ASPHALT DRIVEWAY PER DETAIL SHEET 4. 0 RECONSTRUCT CEMENT CONC. DRIVEWAY PER DETAIL SHEET 4. 24 RELOCATE WATER METER, SETTER AND BOX. COORDINATE WITH WATER DISTRICT 125. 25 ADJUST WATER METER BOX TO GRADE. COORDINATE WITH WATER DISTRICT 125. 0 ADJUST WATER VALVE TO GRADE. 0 INSTALL MODULAR WETLAND SYSTEM. SEE DETAILS, SHEET 7 S 144TH STREET PHASE II ROADWAY PLAN STA 14+40 TO STA 16+50 JUN 122015 Cnmm1ir f y m( t'rrr no date revisions Q r 12 43 file De 14035PLN.DWG scale t•s4a date 06/2015 r CO w L.J N z CD \). 2.5' METAL HANDRAIL in 12WATER MAIN BY TUNA (G 5' IR CONC WALL CD NEW 12" DI WATER MAIN AND APPURTENANCES TO BE INSTALLED BY OTHERS (TYP) tAi maw =.":i. S 144TH ST- 17 GUTTER LAYOUT POINTS ® STATION OFFSET GUTTER ELEV DESCRIPTION 64 17+29.47 15.50' LT 288.53 PC, R=35' 65 17+43.15 18.28' LT 288.63 1/4 66 17+54.65 26.20' LT 288.74 1/2 67 17+62.15 37.97' LT 288.84 3/4 68 17+64.44 51.75' LT 289.05 PT 69 17+64.31 55.55' LT 289.10 END; MATCH 70 17+91.50 55.12' LT 288.97 BEGIN; MATCH 71 17+92.18 47.34' LT 288.82 PC, R=35' 72 17+95.67 34.87' LT 288.74 1/4 73 18+03.45 24.52' LT 288.89 1/2 74 18+14.46 17.71' LT 289.08 3/4 STA 17+52.96, 66.41' LT STA 17+52.96, 62.00' LT STA 17+47.29, 62.00' LT STA 17+47.29, 46.7 L9 T STA 17+32c)33.00P LT GND.ROD s STA 17+60.00 A •L# At NIP GUTTER LAYOUT POINTS 10 STATION OFFSET GUTTER ELEV DESCRIPTION 75 18+27.20 15.37' LT 289.10 PT 76 18+33.34 15.40' LT 289.10 END; MATCH 77 17+31.43 15.50' RT 288.81 PC, R=36' 78 17+45.02 18.16' RT 288.60 1/4 79 17+56.59 25.75' RT 288.26 1/2 80 17+64.45 37.15' RT 287.72 3/4 81 17+67.42 50.68' RT 287.24 PT 82 17+67.45 52.13' RT 287.19 END; MATCH 83 17+94.55 36.12' RT 287.84 BEGIN; MATCH, PC, R=35' 84 18+11.01 19.33' RT 288.80 END; MATCH CHLK PLAN CONC BLOCK RET WALL STA 18+31.54, 24.72' LT v 0 5 10 20 30 SCALE IN FEET CURB RETURN DATA R# DELTA RADIUS TANGENT LENGTH R1 92'02'19" 35.00' 36.27' 56.22' R3 88'41'14" 36.00' 35.18' 55.72' R4 3916'12" 35.00' 12.49' 23.99' s CURB RAMP CL LOCATION STATION OFFSET RAMP WIDTH 17+42.98 18.22' LT 5' 17+55.97 27.64' LT 5' 17+98.90 29.57' LT 5' 18+13.67 18.03' LT 5' 17+42.88 17.37' RT 5' 17+58.17 27.39' RT 5' 18+01.85 25.77' RT 5' GENERAL NOTES 1. CONSTRUCT CEMENT CONC. CURB AND GUTTER, SIDEWALK, AND NEW PAVEMENT SECTION PER TYPICAL SECTIONS, SHEET 3. 2. FOR TREATMENT OF EXISTING STRUCTURES AND OBSTRUCTIONS, SEE SITE PREPARATION PLANS, SHEETS 8-9. 3. FOR DRAINAGE NOTES, SEE PROFILE SHEETS 14-15. 4. FOR TREATMENT OF EXISTING ILLUMINATION AND SIGNAL EQUIPMENT, SHEETS 20-27. 5. FOR TREATMENT OF EXISTING SIGNS, SEE SHEETS 40-41. LEGEND DRAINAGE STRUCTURE NUMBER STORM DRAIN CATCH BASIN TYPE 1 STORM DRAIN CATCH BASIN TYPE 2 STORM DRAIN PIPE, WITH DIRECTION OF FLOW MAILBOX SUPPORT `�:N\\NN•Nw..N' \ BUTT JOINT c EMBANKMENT LINE - CUT F EMBANKMENT UNE - FILL HMA NEW PAVEMENT SEC110N W s HMA OVERLAY CEMENT CONC. PAVEMENT SECTION WATER PIPE (BY OTHERS) SEWER PIPE (BY OTHERS) STORM DRAIN PIPE (BY OTHERS) CONSTRUCTION NOTES O1 MATCH EXISTING. 03 CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE PER DETAIL, SHEET 4. OCONSTRUCT CEMENT CONC. PERPENDICULAR CURB RAMP TYPE A PER WSDOT STANDARD PLAN F-40.15-02 WITH BRICK RED COLOR DETECTABLE WARNING SURFACE. OCONSTRUCT CATCH BASIN SURROUND PER CITY OF TUKWILA STANDARD PLAN RS-27. © ADJUST CATCH BASIN TO GRADE. OADJUST SEWER MANHOLE TO GRADE. COORDINATE WITH VALVUE SEWER DISTRICT. 0 ADJUST UTILITY MANHOLE/VAULT TO GRADE. COORDINATE WITH UTILITY. ty CONSTRUCT CEMENT CONC. PARALLEL CURB RAMP TYPE A PER WSDOT STANDARD PLAN F-40.12-02 WITH BRICK RED COLOR DETECTABLE WARNING SURFACE. 20 GRIND BUTT JOINT PER DETAIL SHEET 5. 22 RECONSTRUCT CEMENT CONC. DRIVEWAY PER DETAIL SHEET 4. 25 ADJUST WATER METER BOX TO GRADE. COORDINATE WITH WATER DISTRICT 125. 0 ADJUST WATER VALVE TO GRADE. �' l�-ODG G , L V L PUBLIC WORKS DEFT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked by JMD ODB NJD date 062015 062015 O62015 prof eng lroj dir field bk no 753911i Ave N Seattle, WA98109 (255)286-1640 walpg.mm 2932 Jeferson Ave Tamma,WA98402 (253) 62T-0720 90% REVIEW SUBMITTAL S 144TH STREET PHASE II ROADWAY PLAN STA 16+50 TO STA 18+50 JtUN I 22U15 -jommuniry C evelopmPnt J 3 F li o- F 13 43 file no 14035PLN.DWG scale 1'-40' 110 date revisions date 062015 / ' r gs\Contract\I4035PRF.dwg 6/4/2015 6:29 K:\PROJECTS\TUKINLA\14035 — S 144th St\DESIGN\Dr CB TYPE 1 STA 11+87.60, 34.60' LT RIM 293.94 AT PIPE IE IN 290.19 (12"NW) EXIST. GROUND IE OUT 290.17 (12"SE) (TO. ALONG PIPE BE REMOVED/ABANDONED) IE OUT 290.19 (12"S) ; 330 320 310__. 300._. 290 280 270 45 LF 12" SD S=5,36% CONCRETE INLET STA 12+04.28, 21.42' LT 11 RIM 292.90 IE OUT 290.60 (12"S) 310 300 290 P-WATER 12" 270 BY OTHERS CB TYPE 2-48" STA 11+78.93, 38.91' RT RIM 294.25 IE IN 287.96 (12"S) BY OTHERS IE OUT 267.96 (12"N) WMTH.._CIRCULAR ._FRAME300_ AND SOU) .COVER CONNECT EXISTING PIPE TO NEW STRUCTURE 290..................��I 112" SD BY OTHERS.290.... EXIST 12" SD wltl f �4 3.0..LF 12" SO 280Y 5.0.63%............... P- WATER 8" 270 EXIST T5" SS 8Y OTHERS GUTTER LT ELEV FG ELEV 260 ..._,GUTTER RT ELEV 10+00 P--WATER.._1.27 BY OTHERS CB TYPE 2-48" SEE BELOW SAME 280 270 43 LF 127. SD S=.2.7336 12". SD 310 300 PROP. GROUND ALONG PIPE 15"-S< 310 300 290 280 270 STRUCTURE Ari .= wVI N N LLJ 29723 297i54 297;,:12 11+00 -4.91% a C1• 294 79 295 09 29466 385% 290__. EXIST. GROUND ALONG PIPE CL 280 270 CB TYPE 1 STA 12+04.28, 21.42' RT RIM 292.91 IE IN 289.43 (12"N) IE OUT 289.43 (12"E) ,fa CB TYPE 1 Y 7. STA 13+47.31, 17.30' RT RIM 290.05 PROPOSED GROUND AT CONSTRUCTION t. IE IN 287.53 (12"W) IE IN 287.53 (12"N)- IE OUT 287.53 (12"S) EXISTING.. GROUND AT CONSTRUCTION 12+00 CB TYPE 2-48" STA 11+88.64, 10.51' RT RIM 293.39 IE IN 287.77 (12"N) 12" SD 310 CB TYPE 1 STA 13+46.54, 15.86 LT RIM 290.22 IE OUT 287.70 (12"S) PROP. GROUND ALONG PIPE; t 290 EXIST. GROUND; ALONG PIPE 280 "; 33LF12"DIP I S=0.51% 270 SAME CB TYPE 1 SE 8EL0W MODULAR WETLAND 4' X 8' VAULT SEE DETAIL SHEET 7 IE IN 287.48 (12"N) IE OUT 284.38 (12"E) yy �1.. 121_SD-F- XIST15" SS 12" SD 1 BY''OTHERS P-WATER 12."I BY OTHERS.._.._._I_......._...: BY OTHERS -P-POWER (SCG)7 13+00 13+60 STRUCTURE 310.... 300 290 280 270 6 LF 12" 40..... S=1.02% 290 280 SAME J r STRUCTURE IE IN 287.77 (12"S) IE OUT 287.77(12"E)..............................................._! WITH CIRCULAR FRAME •AND• SOLID COVER N N co c v3 vi 0 o +� Cs1F N x 2' x ;NI act u) it (4--If dL a� 00 12" SD 44% EXIST 12" SD fV 292.98 291I66 293;39 291 92 292 97 291i65 12+00 0 10 20 40 60 SCALE IN FEET PROPOSED GROUND AT CONSTRUCTION c. EXISTING GROUND AT CONSTRUCTION q, 162 IF 12" SD S=2.21% 290;70 290.92 290;68 13+00 -200% ff 12°....SD... 0 290 280 270 300....................._........PROP...GROUND_300... ALONG. PIPE MODULAR WETLAND 4' X 8' VAULT EXIST. GROUND, ALONG PIPE CB TYPE 2-48" SEE BELOW CB TYPE 2-48" STA 13+50.56, 7.16' RT RIM 289.82 IE IN 284.19 (12"S) (FROM WW1) IE IN 284.19 (12"W) ................ .. ......................._....... IE OUT 284.19 (12"E) WITH CIRCULAR FRAME AND SOUD COVER WATER..8"- 6Y O.THERS... 289.61 289)92 289163 28873 288',92 288;63 14+00 330 320 GENERAL DRAINAGE NOTES 1. CATCH BASIN OFFSETS ARE TO CENTER OF STRUCTURE. 2. PIPE INVERTS ARE SPECIFIED TO THE PROJECTED CENTER OF STRUCTURE. 3. CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE NOTED. 4. CONFIRM INVERTS OF STORM DRAIN AT EXISTING STRUCTURES PRIOR TO LAYING PIPE. NOTIFY ENGINEER OF ANY DIFFERENCES. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS. 6. WHEN THE VERTICAL CLEARANCE BETWEEN UTIUTIES IS LESS THAN 6" 310 (MINIMUM), PROVIDE AN 00 x 0D x 2.5" POLYETHYLENE PLASTIC FOAM PAD BETWEEN UTIUTIES, WHERE OD IS THE OUTSIDE DIAMETER OF THE LARGER PIPE. 288;50 288;67 288;37 260 14+40 c /S -coot PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked Vol eng proj dir field bk no by NA NA NJD date 06/2015 06/2015 06/2015 KPG 75391AAMeN 2502Je(won Ave Sealtle,WA98109 Tacoma, WA98402 (206)2E64640 (253)627-0720 wwwIpp.an 90% REVIEW SUBMITTAL S 144TH STREET PHASE II ROADWAY AND DRAINAGE PROFILE STA 10+00 TO STA 14+40 JUN 122u15 Q 3 1- IL o- F Community DevelopmRnt 14 43 fileno 14035PRF.DWG stale no date revisions date 06/2015 ngs\Contract\14035PRF.dwg 6/4/2015 8:29 K:\PROJECTS\TUK6lLA\14035 — S 1441h St\DESIGN\Oro 310 • 15 LF 12"1SD S=0.41% 300......... ........ CB TYPE 2-48" 310 1 MODULAR WETLAND 4' X 13' VAULT SEE DETAIL SHEET 7 IE IN 285.30 (12"E) SEE BELOW IE OUT 283.00 (12"N) 290 280 270 260 330 320 310 300 290 280 270 290 280 270 260 330 320 EXIST. GROUND ALONG PIPE Q 310 CB TYPE 1 STA 15+35.28, 15.67' LT RIM 288.13 IE OUT 285.61 (12"S) WITH RECTANGULAR - - FRAME AND BI-DIRECTIONAL VANED GRATE 290 PROP. GROUND ALONG PIPE 280 31 IF 12" SD S=0.51% 270 SAME 260 CB TYPE 1L STA 15+35.52, 15.67' RT RIM 287.82 i 330 IE IN 285.45 (12"N) "' IE OUT 285.45 (12"S) WITH..RECTANGULAR FRAME AND.. B1-.D.IREC110NAL VANED GRATE ........:............. 320,. CB TYPE 1 STA 15+35.58, 22.64' RT RIM 288.56 ' 310 IE IN 285.39 (12"N) IE OUT 285.39 (12"W) WITH RECTANGULAR FRAME AND SOLID COVER300 MODULAR WETLAND 4' X 13' VAULT SEE DETAIL SHEET 7 290 EXIST '10" 5S P- VATER 12' ...-.I3Y.-OTHERS fR SAME STRUCTURE 15 CB TYPE 2-48" STA 15+17.05, 6.08' RT RIM 288.13 IE IN 282.94 (12"W) IE IN 282.94 (12"S) IE OUT 282.94 (12"E) WITH CIRCULAR FRAME AND SOLID COVER STRUCTURE 280 270 260 CB TYPE 1 STA 17+21.82, 15.67' LT RIM 288.50 300..............�_............_.....IE OUT 283.50 (12"S)....._._......_.._._300 310 CB TYPE 2-48" SEE. BELOW 290 i 290 280 270 260 PROP. GROUND AT PIPE PL s=5.39z....... .......... . ... 280 EXIST. GROUND ........; ALONG PIPE EXIST 10" S5 P-WATER 12" BY OTHERS 2 CB TYPE 2-48" 55 . STA 17+32.22, 14.86' RT RIM 288.83 CB TYPE 2-48" STA 15+53.32, 15.50' RT RIM 287.90 IE IN 281.76 (12"W) 270 260 IE IN 281.76 (12"N) IE OUT 281.76 (18"SE) WITH CIRCULAR FRAME AND SOLID COVER IE IN 282.75 (12"W) IE OUT 282.75 (12"E)- WITH CIRCULAR FRAME AND SOLID COVER PROPOSED GROUND (.2M AT CONSTRUCTION ` a EXISTING GROUND . AT CONSTRUCTION -0.54% 0.33 111 179 LF 12" D 288 50 'GUTTER LT ELEV 288 67 FG ELEV 260 288 37 :GUTTER RT ELEV 14+40 38 LF 12" SD S=0.51% ice...... . 1•wI wi S=0.55% I tO M u-03 `.4 V) 11 330 320 310 CB TYPE 2-48" STA 17+72.11, 43.96' RT RIM 287.59 IE IN 281.50 (18"NW) 300 IE OUT 281.5 (18"S) ..._. IE IN 281.50 (181N1N) 0.72% • I. 288.17 288134 288;04 15+00 287189 288120 28789 28805 288.36 28805 16+00 28822 288.53 288,22 10 20 40 60 SCALE IN FEET 49 LF 18" SD S=0.53%-...._t- <I wl 290 280 CONNECT NEW PIPE TO EXISTING STRUCTURE 288.5$. _._..._. _...._ ....._,.. R1..,., _...._._._....._., ., 288.89 289:25 288,58 17+00 R3 18+00 270 260 GENERAL DRAINAGE NOTES 1. CATCH BASIN OFFSETS ARE TO CENTER OF STRUCTURE. 2. PIPE INVERTS ARE SPECIFIED TO THE PROJECTED CENTER OF STRUCTURE. 3. CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE NOTED. 4. CONFIRM INVERTS OF STORM DRAIN AT EXISTING STRUCTURES PRIOR TO LAYING PIPE. NOTIFY ENGINEER OF ANY DIFFERENCES. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS. 6. WHEN THE VERTICAL CLEARANCE BETWEEN U11U11ES IS LESS THAN 6" (MINIMUM), PROVIDE AN 0D x 0D x 2.5" POLYETHYLENE PLASTIC FOAM PAD BETWEEN UTILITIES, WHERE 0D IS THE OUTSIDE DIAMETER OF THE LARGER PPE 6 /s-mo6 ECE Vr PLLILIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked prof en9 prol dir field bk no by NA NA NJD date 06/2015 06/2015 06/2015 WPQ 75391hAve N 2502 Jefferson Ave Seatl0e,WA98109 Tamme,WA96402 (206) 288.1640 (253) 627-0720 xawJag.00m 90% REVIEW SUBMITTAL S 144TH STREET PHASE II ROADWAY AND DRAINAGE PROFILE STA 14+40 TO STA 18+00 JJN 122015 :3ommllnitl C evphp.rn nt no date revisions 15 1 43 )I date Eden 06/2015 14035PRF.DWG Seale 1" - 40' s\Contract\14035DWY.dwg 6/4/2015 8:29 ROJECTS\TUKWILA\14035 — S 144th St\DESIGN\Dr a F / F PLAN DRIVEWAY 1 0 5 10 20 0 SCALE IN FEET F I V I EI U ! A:" F 41 J r a _d �.� a''j/'� ®� 3. Z a a --•— e ° a ° a °'��. °`, \. \ \L� \4 I�%' a D2 p � W eirrQ}3j��Au ° 45 ° 1 ,. S SEM 14 S ,. ENRIM 144TH ST 144TH 13+82.84 — = ) s s 0+00.00 DRIVEWAY-144TH 13+8E.22 = i 0+00.00 DRIVEWAY 3 / p N v' PI G0+17. — D3 �--I a — e J d• ° a tea- .-at 0 DRIVEWAY 2 LP STA = 0+58.89 320 320 DRIVEWAY1 320 310 310 300 EXISnNG GROUND 290 PROPOSED'� 290 0+00 GROUND 0+50 PROFILE HOR: 1'=40' VER: 1'=20' 300 290 280 0+00 I1 PLAN DRIVEWAY 2 & 3 0 5 10 20 SCALE IN FEET LP ELEV = 288.62 320 PM STA = 0+55.85--_......._. PV1•aEV = 288:59 PROPOSEDLEXISTING GROUND GROUND PROFILE HOR: 1'=40' VER: 1'=20' 310 280 0+75 30 320 ....,.. DRIVEWAY 3 320 PVj. STA = 0+41.66 PVI ELEV — 288.74 t„ 310 I 2 .... • N a5� , O M) 11 • 1• 1 a d11 300QO rn IN•`"m tt 2. - ,Nn11N-tl_iN"tl 11 0 ii a. ..Sd-Ew". al d 1.50% PROPOSED 280 0+00 GROUND EXISTING GROUND 280 2.80. 0+50 PROFILE HOR: 1'=40' VER: 1'=20' Q P P P w_._____I 144TH „�_ 14+70.D7 a DRIVEWAY 4 \ g S 144TH ST 15 10+00.00 + 5 5 N s 5 0 _ -3 PI 0+ 9 02 1 c I -u a ° G y / I /11/ - \ �.2 /PTTl — 7-i71/TllJii� • O 01.17 PLAN DRIVEWAY 4 0 5 10 20 SCALE IN FEET 320 30 DRIVEWAY 4 320 PVI STA = 0+35.96 PVI E V = 88:O0 +_ 310....._._.o_..._._04_..Q III iA +...N ...N ...G N 8 o c..2ct N II II Q W.II mil I aJ 300n,.NNN_'"+�a tiN SJS 11a N II C W1 � J J W... 4 W 280G.ROU.NP 0+00 1:50Y. _0.40% EXISTING PROPOSED GROUND _ 280 0+50 PROFILE £ /5— QOO�o HOR: 1`=40' VER: PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked by JMD JMD NJD date 06/2015 06/2015 06/2015 projeng proj dir field bk no KPC4 753 9th Aye N Seams, WA 98109 (206)286-1540 wrw.kpg.mra 2502 Jef ermn A e Tamura, WA 98402 (253) 627-0720 90% REVIEW SUBMITTAL S 144TH STREET PHASE II DRIVEWAY PLAN & PROFILE DRIVEWAY 1, 2, 3 & 4 '-.m. C b 17 N 122015 no date nmml'„it 16 43 fileno 14035DWY.DWG scale 1• = 40' revisions date 06/2015 ings\Contract\140350WY.dwg 6/4/2015 8:29 K:\PROJECTS\111K1NLA\I4035 — S 144th St\DESIGN\Dr r � 310 ,' 6 1441H 15+ 0+00.00 DR( S 144TH1 DRIVEWAY 5 290 a 4 - WAY 3T 310 147290 280...... 0+-.00 PROFILE HOR: 1 "= 40' VER: 1 "= 20' PROPOSED EXISTING GROUND GROUND..!280 .8 0+50 PLAN 44TH 16+10.60 = Q+00.00 DRIVEWAY 5 1441H 16+21.94 - 0+00.00 DRIVEWAY 7 G WWI D7ww - d DRIVEWAY 5, 6 & 7 0 5 10 20 30 SCALE IN FEET 320 310 DRIVEWAY 6 320 PVT STA = 0+36:0 PVT ELEV = 288.15 N 6 O +,�,} po i� rn N o ,II 'll. minO¢ 300 N :`c ¢ `o8 r- ti!2.11� ll..a_ 290 280 1.5020 - --- PROPOSED GROUND 0+00 DRIVEWAY 7 310 31.0 0 LO CI CI • N o ^MY 300 300 a N II r n I I ads OX 290_. 290_ ff.59; o EXISTING PROPOSED .. EXISTING GRQUNNDp GROUND GROUND 2 30 280 280 0+50 310 300 290 1:60%...._ ;......... 0+50 0+00 PROFILE HOR: 1 "=40' VER: 1 "=20' PROFILE HOR: 1"=40' VER: 1 "=20' } N d 4 P CI P TV s w w 144TH 16+89.64 = 0+00.00 DRIVEWAY 8 S 144TH ST 17 G 3 s P D8 a A 0 PLAN DRIVEWAY 8 0 5 10 20 30 SCALE IN FEET DRIVEWAY 8 330 320 290 280 0+00 330 LP STA = 0+35.91 LP •ELEV = 288.81...1 PVT STA= 0+33:00 PVI ELEV 288.78 ' 320 1.50% PROPOSED GROUND 310 N 300 5%8%-- _290.. EXISTING GROUND 1280 0+50 PROFILE HOR: 1"=40' VER: 1"=20' 330............. / 5--- 00,0� CEIIV 'D PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked P1n1 eng proj dir field bk no by JMD JMD NJD date 06/2015 06/2015 06/2015 KPQ 7539th A* 71 2502 Jefferson Aye Seattle, WA 98109 Temlra, WA 98402 (206) 286-1610 (253) 027-0720 wwwJ3pcan 90% REVIEW SUBMITTAL S 144TH STREET PHASE II DRIVEWAY PLAN & PROFILE DRIVEWAY 5, 6, 7 & 8 J JN 1220 Community cvclopma{ It 17 43 file no 14035DWY.DWG scale 1' = 40' no date revisions date 05{2015 ings\Contract\14035WALL.dwg 6/4/2015 8:30 K:\PROJECTS\TUKBILA\14035 — 5 144th St\DESIGN\Dr WALL 1 STA 0+00 TO STA 0+32 305 305 N 300 lo�_.._...��.......... Io6 300 ON • mpf ,p.m._.._........_ ----- .+. ,NJ NJ '...w Q. +.111..... OW 295 _ioQ.: x 0 295 PROPOSED � $ ' ._ o da m31- Q3pr..E4- WALL AT ; FACE OF WALL 290 T 290 14+0e S 144TH ST BEGIN WALL 1 WALL 1, STA 0+10.00 STA 14+18.50, 27.52' RT BEGIN WALL WALL 2, STA 1+00.10 STA 14+2714, 31.54' RT END WALL 1 WALL 1, STA 0+21.66 STA 14+30.16, 27.42' RT 15+00 L„.WAEL 4 BEGIN WALL 4 WALk 4, STA 0+22.42 / WALL 4, STA 0+00.00 STA 15+01.57, 27.27' RT- CL STA 14+79.15, 27.45' RT- ENI\WALL 3 BEGIN WALL 3 WALL 3, STA 0+29.87 WALLA, STA 0+10.00 STA 14+61.15, 27.59' RT STA 14+41.28, 27.75' RT END WALL 2 Q STA 14+30.14, 31.52' RT PLAN WALLS 1, 2, 3 & 4 0 5 10 20 SCALE IN FEET WALL 2 STA 0+00 TO STA 0+12 305.............:............................ 305.... 290 PROPOSED STAIRS EXISTING PER DETAIL SHEET 6 'GROUND AT FACE QF WALL CONSTRUCT CAST 1N l8 PLACE WALL PER DETAIL,' SHEET 6 280 PROPOSED STAIRS 0+00 PROFILE 280 0+32.08 HOR: 1'=40' VER: 1'=5' WALL 1 NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA L1 0+00.00 176321.83 1282000.27 21.66' S 8715'30- E L2 0+21.66 176320.92 1282021.92 0.42' S 2'24'30' W L3 0+22.08 176320.50 1282021.90 10.00' S 87'35'30" E 285 CONSTRUCT CAST IN PLACE WALL 290 FEXISTING GROUND AT FACE OF WALL PER DETAIL SHEET 6 280 0+00 0+12 PROFILE 285 HOR: 1"=40' VER: 1"=5' WALL 2 NUMBER START STA NORTHING EAST1NG LENGTH BRNG/DELTA L4 0+00.00 176316.95 1282018.70 12.00' S 8715'30' E 30 WALL 3 STA 0+00 TO STA 0+30 300 300 Of WNJ ��d CW 295 ¢q 295 PROPOSED tn3 ...�i3 BACK OF Z "16 3 "'o SIDEWALK' c3 $ 290 1 Wm3r �3�290 EXISTING GROUND AT FACE OF WALL 285I 285 CONSTRUCT MODULAR BLOCK FILL WALL PER DETAI€, SHEET 19 280 0+00 PROFILE 0+29.87 280 HOR: 1"=40' VER: 1'=5' WALL 3 NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA L5 0+00.00 176320.45 1282023.02 29.87' S 87'35'30' E GENERAL WALL NOTES 1. CONSTRUCT WALLS PER DETAILS, SHEET 19. 2. THESE ELEVATIONS HAVE BEEN PROVIDED FOR USE AS A WIDE FOR CONSTRUCTION. THE WALLS SHALL BE CONSTRUCTED PER TYPICAL SECTIONS, DETAILS, AND MANUFACTURER'S RECOMMENDATIONS EXCEPT AS ADJUSTED IN THE FIELD BY THE ENGINEER. WALL 4 STA 0+00 TO STA 0+32 00 300 ON CVO" NN 295 < OW 295 ¢y3 bVg oa 290 m 3 - W 3�.: 290 PROPOSED BACK ;OF SIDEWALK 285 ....._ 285 CONSTRUCT MODULAR BLOC'( FILL WALL PER DETAIL, SHEET 19 280... 0+00 0+32.42 PROFILE EXISTING GROUND AT FACE OF WALL 280 HOR: 1"=40' VER: 1"=5' WALL 4 NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA L6 0+00.00 176318.44 1282070.85 32.42' S 87'35'30" E PUBLIC WORKS i 'i T_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked by JMD JMD NJD date 062015 06/2015 062015 prof eng prof dir field bk no KPQ 753901 Ave N Seattle, WA 98109 (206) 28E1640 eetta.ma 2502Jefferson Ave Tamrte, WA 98402 (253) 627-0720 90% REVIEW SUBMITTAL S 144TH STREET PHASE II WALL PLAN & PROFILE WALLS 1, 2, 3, & 4 JJN 122015 Community D evelopment 18 43 file no 14035WALLDWG scale 1' = 40' no date revisions date 06/2015 / gs\Contract\14035WALL.dwg 6/4/2015 8:30 AM K:\PROJECTS\TUK6 LA\14035 — S 144th St\DESIGN\Ora I L— S 144TH ST a 16+00 s G G $ G G 0+' 0 GENERAL WALL NOTES [—BEGINWALL5 / WALL 5, STA 0+10.00 STA 15+16.78, 27.15' RT 1. CONSTRUCT WALLS PER DETAILS, SHEET 19. 2. THESE ELEVATIONS HAVE BEEN PROVIDED FOR USE AS A GUIDE FOR CONSTRUCTION. THE WALLS SHALL BE CONSTRUCTED PER TYPICAL SECTIONS, DETAILS, AND MANUFACTURER'S RECOMMENDATIONS EXCEPT AS ADJUSTED IN THE FIELD BY THE ENGINEER. 300 END WALL 5 WALL 5, STA 0+87.37 \q STA 15+93.94, 27.00' RT PLAN WALL 5 0 5 10 20 30 SCALE IN FEET WALL 5 STA 0+00 TO STA 0+87 O N 295 a a Q.4:3 ._..._.__v~i3 ci) �� a"'o �'�� aQ$ 290 m 3i- „,- 285......_...._ 280 EXISTING GROUND AT FACE OF WALL OF SIDEWALK 0+00 PROFILE HOR: 1"=40' VER: 1'=5' 300 b N.I0 M CO I"' 295 JJ in PROPOSED BACK-wi2 290 285 CONSTRUCT MODULAR BLOCK FILL WALL PER DETAIL; SHEET 19 280 0+87.37 WALL 5 NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA L7 0+00.00 176317.28 1282098.45 29.22' S 8715'30* E L8 0+29.22 176316.05 1282127.65 58.15' S 87'35'30' E z EXISTING GROUND NOTES: 1. ALLOW ROOM FOR TOPSOIL ON FINISH GRADE WHERE REQUIRED. 2. CONNECT UNDERDRAIN PIPES TO STORM DRAIN STRUCTURES AT THE LOCATIONS INDICATED ON THE PLANS. CONNECTION PIPES FROM WALLS TO STRUCTURES SHALL BE 6" SOUD—WALL CORRUGATED POLYETHYLENE (CPE). UNDERDRAINS TO BE SURROUNDED BY MINIMUM 1'X1', 1.5' MINUS DRAIN ROCK WRAPPED IN CONSTRUCTION GEOTEXIILE FOR UNDERGROUND DRAINAGE. PROFILE STATION & OFFSET REFERENCE THICKENED EDGE SIDEWALK UNIT FILL 4' CEMENT CONC. SIDEWALK Egre*4 • 2' CSBC ♦4 Olt 2' 1.5 MAX BACKFILL FOR MODULAR BLOCK WALL 6' CSBC SECTION 6' DIAM. PERFORATED CORRUGATED POLYETHYLENE UNDERDRAIN PIPE. SEE NOTE 2. MODULAR BLOCK FILL WALL DETAIL �+.. �a. 1�° V D NTS 'td tad? l b PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked by JMD JMD NJD date 06/2015 06/2015 06/2015 Prolen Prot dir field bk no IKPG. 7S391aAve N Seale, WA 98109 (206) 2813.1640 rAiw,kpg.can 2502 Jei6asan Ave Timm, WA98402 (253) 627.0720 90% REVIEW SUBMITTAL S 144TH STREET PHASE II WALL PLAN & PROFILE WALL 5 Co 0 c mrL!nity vclopmant ( 131 l 43 JJ file n0 14035WALLDWG 110 date revisions scale 1.. 4a date 06/2015 10 WIRE SCHEDULE c. \•ali" GOB Q0 0 \` 1 2" SPARE 2 2" 2 3 2" 1 4 2" 4 5 EX 2" 4 REMOVE EX WIRING 6 2" 2 1 INCLUDES GROUND 7 EX 2 8 2" 2 9 2" 2 2 NOTES: 1. ALL NEW CONDUIT SHALL BE PVC SCH 40, EXCEPT UNDER ROADWAY AND DRIVEWAY USE PVC SCH 80. 2. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WARE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF 111KWILA'. CONSTRUCTION NOTES OCONSTRUCT FOUNDATION AND FURNISH AND INSTALL PEDESTRIAN LUMINAIRE POLE, ARMS, LUMINAIRE, CONDUIT/WIRING AND ALL ASSOCIATIVE EQUIPMENT PER ILLUMINATION DETAILS, SHEET 22 AND LUMINAIRE SCHEDULE, THIS SHEET. FOR POLE WIRING DETAILS SEE WSDOT STD PLAN J-28.70. FOR PANEL SCHEDULE AND ONE-UNE DIAGRAM SEE SHEET 26. FOR JUNCTION BOX LAYOUT DETAIL SEE SHEET 30 (LAYOUT MAY VARY). SEE SPECIAL PROVISIONS. ODISCONNECT LOOP SPLICES IN THE JUNCTION BOX AND PULL EXISTING WIRING BACK TO NEAREST JUNCTION BOX. REMOVE EXISTING JUNCTION BOX AND INSTALL NEW JUNCTION BOX AND STUB OUT PER WSDOT STD PLAN J-40.10 AND RE -CONNECT LOOP WIRING. REMOVE EXISTING UNUSED CONDUIT AND WIRING. OCONSTRUCT FOUNDATION AND FURNISH AND INSTALL ROADWAY LUMINAIRE POLE, TRUSS ARM, LUMINAIRE, CONDUIT/WIRING AND ALL ASSOCIATIVE EQUIPMENT PER COT STD DETAIL RS-20 AND LUMINAIRE SCHEDULE, THIS SHEET. FOR POLE WIRING DETAILS SEE WSDOT STD PLAN J-28.70. FOR PANEL SCHEDULE AND ONE-UNE DIAGRAM SEE SHEET 26. FOR JUNCTION BOX LAYOUT DETAIL SEE SHEET 30 (LAYOUT MAY VARY). SEE SPECIAL PROVISIONS. OLOCATION OF EXISTING ELECTRICAL SERVICE CABINET. USE EXISTING SPARE 120V BREAKER TO PROVIDE POWER FOR RRFB CONTROLLER CABINET. COMPLETE WIRING PER WIRE SCHEDULE, THIS SHEET. COORDINATE WORK WITH IHE ENGINEER IN THE FIELD. OFURNISH AND INSTALL ONE RRFB ASSEMBLY, ONE APS TYPE PUSH BUTTON, TWO BACK TO BACK LIGHT BARS, RRFB CONTROLLER CABINET (WITH AUDIBLE PUSH BUTTON CIRCUIT BOARD) AND SIGNS ON THE ROADWAY LUMINAIRE POLE PER DETAIL SHEET 22, AND COMPLETE WIRING PER WIRE NOTES, THIS SHEET. COORDINATE ORIENTATION OF RRFB APS STYLE PEDESTRIAN PUSH BUTTON WITH THE ENGINEER PRIOR TO INSTALLATION. SEE SPECIAL PROVISIONS. 6 FURNISH AND INSTALL RRFB PUSH BUTTON POLE AND FOUNDATION ASSEMBLY PER DETAIL SHEET 22. LOCATION AT STA 12+15.7 ON CENTER UNE. INSTALL ONE TYPE APS STYLE PUSH BUTTON ASSEMBLY ON THE POLE. COMPLETE WIRING PER WIRE NOTES, THIS SHEET. SEE SPECIAL PROVISIONS. OREMOVE EXISTING LUMINAIRE POLE FOUNDATION, POLE, LUMINAIRE AND JUNCTION BOX. BACKFILL AND COMPACT VOIDS PER SPECIAL PROVISIONS. REMOVE UNUSED EXISTING WIRING TO THE CABINET. CAP AND ABANDON EXISTING CONDUIT. SALVAGE PER SPECIAL PROVISIONS. ODISCONNECT SPLICE IN THE JB PRIOR TO GRINDING AND ABANDON EXISTING LOOP DETECTOR. CONTRACTOR SHALL COORDINATE INSTALLATION OF TEMPORARY DETECTION WITH THE CITY SIGNAL 1ECHNICIAN PRIOR TO LOOP REMOVAL SEE SPECIAL PROVISIONS. OINSTALL VEHICLE DETECTION LOOPS AND STUBOUT PER WSDOT STD PLANS J-50.12 AND J-50.15, EXCEPT THE LOOP SPACINGS SHALL BE PER COT STD DETAIL RS-28. LOOPS SHALL BE CENTERED IN THE TRAFFIC LANE BASED UPON THE CHANNEUZATION PLAN AND BE APPROVED BY THE ENGINEER PRIOR TO SAWCU1l1NG. 1O LOCATION OF EXISTING TRAFFIC CONTROLLER CABINET. ONLY JOURNEY LEVEL WORK, IN THE PRESENCE OF IHE CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE, IS ALLOWED IN THE CABINET. 1 EXISTING PRIVATELY OWNED LUMINAIRE TO REMAIN. PROTECT ALL ASSOCIATED CONDUIT/WIRING DURING CONSTRUCTION. 12 INSTALL NEW CONDUIT TO EXISTING JUNCTION BOX PER WIRE SCHEDULE, THIS SHEET. 13 EXISTING JUNCTION BOX TO REMAIN - LOCATION OF VEHICLE DETECTION LOOP SPUCES. PROTECT DURING CONSTRUCTION. 0 PLAN 0 10 20 40 SCALE IN FEET N w NOTE: FOR GENERAL NOTES AND LEGEND SEE SHEET 21. LUMINAIRE SCHEDULE 60 LUMINAIRE STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE # CIRCUIT COMMENTS 1 10+92.0 34.3' LT KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' FIXED 5 2 KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' 3 10+93.2 25.8' RT KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' FIXED 5 4 KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' 5 11+64.0 34.2' LT KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' FIXED 5 6 KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' 7 11+49.3 25.8' RT KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' FIXED 5 8 KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' 9 12+03.6 27.4' LT LEOTEK GC2 120 LED 530mA 200W TYPE III 240V 8' 30.0' FIXED 5 RRFB-1 MOUNTED ON POLE 10 12+17.0 26.9' RT LEOTEK GC2 120 LED 530mA 200W TYPE III 240V 8' 30.0' FIXED 5 RRFB-2 MOUNTED ON POLE 11 12+83.3 31.3' LT KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' FIXED 5 12 KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' 13 12+84.2 32.0' RT KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' AXED 5 14 KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' 15 13+68.0 21.4' RT LEOTEK GC2 120 LED 530mA 200W TYPE III 240V 8' 30.0' FIXED 5 16 14+39.6 27.8' LT KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' FIXED 5 17 KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' 18 14+31.3 20.9' RT KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' FIXED 5 19 KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' E /5 -p00� PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked proj eng proj dir field bk no by MD GJH JC XXX date 6/15 6/15 6/15 XX I PQ 7539WAve N Sea%WA69109 (206)2M-1640 w*wlyg.mm 2502 JeMsm Ave Tamma,WA95402 (253)627-0720 90% REVIEW SUBMITTAL S 144TH STREET PHASE II ILLUMINATION PLAN STA 10+00 TO STA 14+50 J UN 122015 c. O1 CV' nmuniry 20 43 file no 140351LL.DWG scale 1• = 40 no date revisions date 06/2015 6/4/2015 8:3 K:\PROJECTS\TUKWILA\14035 — 5 144th St\DESIGN\Drawings\Contract\140351 TCH LINE STA 14+ GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, PUGET SOUND ENERGY (PSE) GUIDEUNES, CITY OF TUKWILA STANDARDS AND THESE PLANS AND SPECIAL PROVISIONS. 2. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE (1-888—CALLPSE, NEW CUSTOMER CONSTRUCTION) FOR ALL REQUIRED COORDINATION WITH PSE 3. THE CONTRACTOR SHALL CONTACT THE CITY REPRESENTATIVE ROBIN 11SCHMAK AT (206) 431-2455 FOR ALL REQUIRED COORDINATION WITH THE CITY OF TUK MLA TRAFFIC OPERATIONS AND SIGNAL MAINTENANCE DEPARTMENT. 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 5. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. CONDUIT SHALL BE PLACED UNDER NEW SIDEWALK WHERE PRACTICABLE. 6. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 7. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE LOCKING, NON—SKID UDS. 8. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UN11L THE NEW SYSTEM IS OPERATIONAL EXISTING ILLUMINATION SYSTEM MAY HAVE DIRECT BURY WIRING AT VERY SHALLOW DEPTHS THROUGHOUT THE PROJECT. ca ELECTRICAL SERVICE CABINET 'S1' 0 LEGEND EXISTING 0 CEIKI CZJ ®mm NEW DESCRIPTIOK (�--(j ROADWAY LUMINAIRE A 0 LUMINAIRE SCHEDULE SIGNAL POLE WITH MAST ARM AND LUMINAIRE DECORATIVE PEDESTRIAN LUMINAIRE DUAL ARM DECORATIVE PEDESTRIAN LUMINAIRE RRFB PPB POLE WITH APS STYLE PUSHBUTTON RRFB ASSEMBLY ELECTRICAL SERVICE CABINET TRAFFIC SIGNAL CONTROLLER CABINET JUNCTION BOX TYPE 1, 2, 8 CONDUIT WIRE NOTE CONSTRUCTION NOTE WIRE SCHEDULE Ni 4 �P43'� 40� QQ0 O ` OL 04� ti4`ky 4 0 \44 �Pc� A 1 2' SPARE 2 2' 2 3 2' 1 4 2' 4 5 EX 2" 4 REMOVE EX WIRING 6 2' 2 1 INCLUDES GROUND 7 EX 2 8 2' 2 9 2' 2 2 NOTES: 1. 2. ALL NEW CONDUIT SHALL BE PVC SCH 40, EXCEPT UNDER ROADWAY AND DRIVEWAY USE PVC SCH 80. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND VARE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN f8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED 'CITY OF TUKWILA'. LUMINAIRE STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT N COMMENTS 20 15+51.7 20.0' RT LEOTEK GC2 120 LED 530mA 200W TYPE III 240V 8' 30.0' FIXED 21 16+49.0 20.0' RT KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' FIXED 22 KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' 23 16+73.1 24.0' LT KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' FIXED 24 KING 42 LED 400mA 40W TYPE III 240V 3' 14.5' Al * * LEOTEK GC2 120 LED 530mA 200W TYPE III 240V * 35' * WITH PHOTOCELL * SEE SIGNAL SHEETS A2 * * LEOTEK GC2 120 LED 530mA 200W TYPE III 240V * 35' * * SEE SIGNAL SHEETS CONSTRUCTION NOTES OCONSTRUCT FOUNDATION AND FURNISH AND INSTALL PEDESTRIAN LUMINAIRE POLE, ARMS, LUMINAIRE, CONDUIT/WRING AND ALL ASSOCIATIVE EQUIPMENT PER ILLUMINATION DETAILS, SHEET 22 AND LUMINAIRE SCHEDULE, THIS SHEET. FOR POLE WIRING DETAILS SEE WSDOT STD PLAN J-28.70. FOR PANEL SCHEDULE AND ONE—IJNE DIAGRAM SEE SHEET 26. FOR JUNCTION BOX LAYOUT DETAIL SEE SHEET 30 (LAYOUT MAY VARY). SEE SPECIAL PROVISIONS. OCONSTRUCT FOUNDATION AND FURNISH AND INSTALL ROADWAY LUMINAIRE POLE, TRUSS ARM, LUMINAIRE, CONDUIT/WIRING AND ALL ASSOCIATIVE EQUIPMENT PER COT STD DETAIL RS-20 AND LUMINAIRE SCHEDULE, THIS SHEET. FOR POLE WIRING DETAILS SEE WSDOT STD PLAN J-28.70. FOR PANEL SCHEDULE AND ONE—UNE DIAGRAM SEE SHEET 26. FOR JUNCTION BOX LAYOUT DETAIL SEE SHEET 30 (LAYOUT MAY VARY). SEE SPECIAL PROVISIONS. OREMOVE EXISTING LUMINAIRE POLE FOUNDATION, POLE, LUMINAIRE AND JUNCTION BOX. BACKFILL AND COMPACT VOIDS PER SPECIAL PROVISIONS. REMOVE UNUSED EXISTING WIRING TO THE CABINET. CAP AND ABANDON EXISTING CONDUIT. SALVAGE PER SPECIAL PROVISIONS. 11 EXISTING PRIVATELY OWNED LUMINAIRE TO REMAIN. PROTECT ALL ASSOCIATED CONDUIT/WRING DURING CONSTRUCTION. 14 FOR CONDUIT/WIRING CONTINUATION SEE SIGNAL PLANS. 15 LOCATION OF PROPOSED ELECTRICAL SERVICE CABINET. FOR ADDITIONAL INFORMATION SEE SIGNAL PLANS. 16 LOCATION OF UNDERGROUND TRANSFORMER AND POWER SOURCE. FOR MORE INFORMATION SEE SIGNAL PLANS. 0 FOR JUNCTION BOX CONSTRUCTION NOTE, SEE SIGNAL PLANS. PLAN r %M V 1 k Ad Li JUN 122015 munity opmcnt 0 10 20 40 60 SCALE IN FEET E /5---2a0 b PUBLIC* WORKS D.EPT_ * ENGINEERING *STREETS *WATER* S EWER *BUILDING * designed drawn checked Um1 eng by MD GJH JC XXX date 6115 615 6115 XX Proi dir field bk no MPG 753 MI Ave N Seattle, WA 99109 (206)2864640 wokpgmm 2502JefMSonAve Tamma,WA98402 (253)627-073) 90% REVIEW SUBMITTAL S 144TH STREET PHASE II ILLUMINATION PLAN STA 14+50 TO STA 18+50 no date revisions 21 43 file no 140351LL.DWG scale 1' date 06f2015 39 1/2" c, ce SURFACE RESTORATION PER TYPICAL SECTIONS AND ROADWAY DETAILS, SHEETS 3-6. FULL DEPTH SAWCUT; ALL SAWCUTS SHALL BE VERTICAL AND IN A STRAIGHT UNE. SEAL ASPHALT JOINTS WITH EMULSIFIED ASPHALT EXIST ASPHALT CONCRETE PAVEMENT, DEPTH VARIES FOR BACKFILL SEE TRENCH BACKFILL NOTES ON DRAINAGE DETAILS, SHEET 7 FOR PIPE ZONE BEDDING, USE BACKFILL FOR SAND DRAINS PER WSDOT STD. SPEC 9-03.13 SURFACE RESTORATION ROADWAY DRIVEWAY CONDUIT PER PLANS VARIES 4' MIN ^_ (WHERE APPLICABLE) V� TRENCH SECTION FOR ELECTRICAL/COMMUNICATION CONDUIT NTS FOR SIDEWALK, DRIVEWAY, CURB AND LANDSCAPE CONSTRUCTION/RESTORATION, SEE ROADWAY AND LANDSCAPE PLANS EXISTING SURFACE PROPOSED OR EXISTING TREE g RRFB CONTROLLER CABINET, MOUNT ON POLE AS DIRECTED BY THE ENGINEER IN THE FIELD. SEE SPECIAL PROVISIONS BACK-TO-BACK W11-2 (36"X36") TWO RECTANGULAR RAPID FLASHING BEACONS (RRFB) UGHT BARS, WITH PEDESTRIAN VERIFICATION UGHT. SEE SPECIAL PROVISIONS. BACK-TO-BACK W16-7P (24"X12") APS PUSH BUTTON. SEE SPECIAL PROVISIONS. STREET UGHT POLE PER ILLUMINATION PLANS, SHEETS 20-21 FOUNDATION PER CITY OF TUKWILA STANDARD DETAIL RS-20 W11-2 AND W16-7P SIGNS SHALL BE FLORESCENT YELLOW -GREEN TYPE IX RETROREFLECTIVE SURFACE. RRFB ASSEMBLY DETAIL NTS RRFB APS PUSH BUTTON. SEE SPECIAL PROVISIONS. 4" DIAMETER STEEL POLE WITH CAP PELCO BREAKAWAY BASE. SEE SPECIAL PROVISIONS. FOUNDATION PER WSDOT STD PLAN J-20.11 EXCEPT BOLT PATTERN SHALL BE COORDINATED WITH THE BASE MANUFACTURER SIDEWALK GRADE RRFB PUSH BUTTON POLE DETAIL NTS DIRECTION OF TRAFFIC 0' ROADWAY 270'— Q = C> SIDEWALK — 90' 180' 10" OUTSIDE EDGE OF TOP OF FOUNDATION ORIENTATION LOCATIONS: 1. LUMINAIRES SHALL BE MOUNTED AT 90' AND 270' 2. HANDHOLES SHALL BE MOUNTED AT 180' 3. REFLECTORS SHALL BE ORIENTED TOWARD ROADWAY CENTER UNE 1/2" 1/2" CHAMFER SIDEWAIJ( •1" MIN • TOP OF FOUNDATION TO BE LEVEL, 1" MIN HEIGHT ABOVE TOP OF SIDEWALK PEDESTRIAN LUMINAIRE POLE TOP OF FOUNDATION DETAIL NTS SEE THIS SHEET FOR TOP OF FOUNDATION DETAIL SIDEWALK CONDUIT 14 HOOPS 0 4" O.C. 4 - 3/4`x27"x3" ANCHOR BOLTS 6-#4 #4 HOOPS 0 6" O.C. CONCRETE CLASS 4000P PEDESTRIAN LUMINAIRE POLE BASE AND FOUNDATION DETAIL NTS 0 in 30"0 18. I PEDESTRIAN LUMINAIRE AND POLE DETAIL NTS 11 1/2" BOLT CIRCLE W/ (4) 1"x2' SLOTS ACCEPTING (4) A307 GALVANIZED ANCHOR BOLTS KING LUMINAIRE KA40-T-2 ARM ASSEMBLY (OR APPROVED EQUAL) WITH BALL AND DAGGER ARM FINIAL KING LUMINAIRE KPL10 PLUMBIZER (OR APROVED EQUAL) KING LUMINAIRE K204 VISCOUNT 42 LED 400 mA 40W TYPE III 240V LUMINAIRE (OR APPROVED EQUAL) KM9ORE-16 CANTERBURY POLE AND BASE (OR APPROVED EQUAL) PAINT: DARK GREEN (SMOOTH FINISH) W/ DURABLE CHEMICAL RESISTANT COATING TO ALLOW GRAFFITI REMOVAL 4"X6" REINFORCED HANDHOLE SIDEWALK 4-1/4" CONDUIT ENTRY / S--00U 17" DIA BASE ' r:r;l�J DECORATIVE LUMINAIRE POLE BASE PLATE DETAIL NTS JUN 12 2015 Commun.ty Development PUBLIC WORKS DEP T_ • ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked prof eng protdir field bk no by MD GJH JC XXX date 6/15 6/15 6/15 XX KPQ 753986Ave N Seat WA 98109 06) 2861640 ew axi. m 2502 Jerome Ave Tammt,WA98t02 (253) 6274720 90% REVIEW SUBMITTAL S 144TH STREET PHASE II ILLUMINATION DETAILS no date revisions 22 43 Ede n0 14035ILLDWG scale r - 4a date 06/2015 2 cii Ln GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS, WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO SPECIAL PROVISIONS AND THESE PLANS. 2. UTILITY LOCATION (DIAL —A —DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE NEW SERVICES ENGINEER AT (888) 225-5773 FOR ALL COORDINATION WITH PSE PRIOR TO INSTALLATION OF METER BASE. 4. FOR SIGNAL SYSTEMS COORDINATION, CONTRACTOR SHALL CONTACT CITY OF TUKWILA REPRESENTATIVE ROBIN TISCHMAK AT (206) 431-2455. 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 6. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 7. ALL NEW JUNC11ON BOXES PLACED IN THE SIDEWALKS SHALL BE LOCKABLE AND SHALL HAVE SKID RESISTANT LIDS. 8. FOR CONSTRUCTION AND WIRE NOTES SEE SHEET 24. 9. FOR WIRING DIAGRAM SEE SHEET 25. 10. FOR SIGNAL POLE DETAILS SEE POLE SPECIFICATIONS SHEETS 27. 11. EXISTING FLASHING BEACON SIGNAL TO REMAIN FUNCTIONAL UNTIL CONSTRUCTION OF THE NEW SIGNAL COMMENCES. LEGEND EXISTING NEW DESCRIPTION TYPE III SIGNAL POLE O C�� TYPE II SIGNAL POLE • SIGNAL POLE TYPE PS OR I ® SIGNAL POLE TYPE PPB ▪ APS PUSH BUTTON ASSEMBLY ▪ Ci COBRA STYLE ROADWAY LUMINAIRE AND POLE COODECORATIVE PEDESTRIAN LUMINAIRE AND ��( POLE --t> VEHICLE SIGNAL HEAD (THRU) TENON (FUTURE HEAD LOCATION) ▪ PEDESTRIAN SIGNAL HEAD EMERGENCY VEHICLE PRE—EMPTION DETECTOR (EVPE) WITH CONFIRMATION LIGHT w 4 SIGNAL MAST ARM SIGN 47, i Lel i EXISTING ®0 CO PHASE SEQUENCE DIAGRAM 01 02 03 04 NOT USED 1 ! NOT USED = EE NOT USED 1 NOT USED i NEW DESCRIPTION Mpg VIDEO DETECTION CAMERA 1104 CCTV CAMERA 06 07 VEHICLE MOVEMENT PEDESTRIAN MOVEMENT EVPE SCHEDULE PHASES A 02 B 04 C 06 D 08 VEHICLE/BICYCLE DETECT1ON ZONE (SHOWN FOR REFERENCE ONLY) B 4 4 JUNCTION BOX TYPE 1, 2, 8 • SMALL CABLE VAULT m SIGNAL CONTROLLER CABINET ® ELECTRICAL SERVICE CABINET I1 IRRIGATION CONTROLLER CABINET — — — — — — — — CONDUIT 0 0 A 0 POLE CONSTRUCTION NOTE CONSTRUCTION NOTE WIRE NOTE SIGN NOTE PUBLIC WORKS DEFT_ * ENGINEERING*STREETS *WATER*SEWER *BUILDING • designed drawn checked nroi end nroj dir field bk no 08 V612 ca 0 KPQ 753 901 Ave N Seattle, WA 96109 (206) 2664640 vontkpg.com 2502JefemonAve Tacoma, WA96402 (253) 227-0720 V21J2 90% REVIEW SUBMITTAL n u SIGNAL HEAD ASSIGNMENTS O O O 12" 12" 12" VEHICLE HEADS: / 21, 22, 41, 42, 61, 62, 81 & 82 hrl Itr ' 17 PEDESTRIAN HEADS: / 28, 29, 48, 49, 68, 69, 88 & 89 NOTES: 1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE TUNNEL VISORS, SQUARE DOORS AND 5 X1" BLACK BACKPLATES. MAST ARM MOUNTED VEHICLE SIGNAL HEADS SHALL USE MOUNTING TYPE M. ALL SIGNAL HEAD HOUSINGS AND BACKPLATES SHALL BE SIGNAL GREEN COLOR PER SPECIAL PROVISIONS. BACKPLATES SHALL BE INSTALLED WITH 2" YELLOW RETROREFLECTIVE TAPE 2. ALL PEDESTRIAN SIGNAL SYSTEMS SHALL BE LED, COUNTDOWN TYPE WITH SOUD SYMBOLS, SHALL BE EQUIPPED 5ATH "Z" CRATE VISORS AND SHALL USE TYPE "A" OR "C" MOUNTINGS. ALL PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE SIGNAL GREEN COLOR PER SPECIAL PROVISIONS. SIGN SCHEDULE 42 AVE S D3-1 (18" x 72") cpc' ccsJ D3-1 (18" x 72") NOTE: 1. SIGNS ARE NOT TO SCALE. 2. ALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURER PRIOR TO FABRICATION. 3. FOR MAST ARM MOUNTED STREET NAME SIGN DETAILS SEE CITY OF TUKWILA STANDARD DETAIL RS-10, EXCEPT USE 12" C—SERIES NUMERALS AND LETTERS. L/s--aocc PLAN 0 10 20 40 60 SC-E dN.FE T7 V r" _ �� k L.o S 144TH STREET PHASE II JUN SIGNAL - 144TH ST AND 42ND AVE no 122015 opmcnt date revisions 7 s 23 43 file n0 14035SIG.DWG date 06I2015 / \PROJECTS\TOKINLA\14035 — 5 144th St\DESIGN\Drawings\Contract\1403551G.dwg 6/4/2015 8:31 AM CONSTRUCTION NOTES O1 CONSTRUCT FOUNDATION AND INSTALL TYPE PPB POLE PER WSDOT STD PLAN J-20.10. INSTALL ONE APS STYLE PUSH BUTTON ASSEMBLY ON IHE POLE, ENGINEER TO VERIFY LOCATION AND ORIENTATION IN THE FIELD. FOR POLE LOCATION AND ADDITIONAL INFORMATION SEE POLE SPECIFICATIONS SHEET. M CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE • ARMS. INSTALL TWO VEHICLE SIGNAL HEADS, ONE TYPE 711 EMERGENCY PRE—EMPT10N DETECTOR, ONE VEHICLE VIDEO DETECTION CAMERA AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE 240V LED COBRAHEAD ROADWAY LUMINAIRE (PER LUMINAIRE SCHEDULE — SEE ILLUMINATION PLANS) WITH PHOTOCELL AND ONE CCTV CAMERA ON THE LUMINAIRE ARM. INSTALL TWO PEDESTRIAN SIGNAL HEADS AND ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION, DETAILS AND ADDITIONAL INFORMATION SEE POLE SPECIFICATIONS SHEET 27. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION AND INSTALL TYPE PPB POLE PER WSDOT STD PLAN J-20.10. INSTALL ONE APS STYLE PUSH BUTTON ASSEMBLY ON THE POLE, ENGINEER TO VERIFY LOCATION AND ORIENTATION IN IHE FIELD. FOR POLE LOCATION AND ADDITIONAL INFORMATION SEE POLE SPECIFICATIONS SHEET 27. SEE SPECIAL PROVISIONS. REMOVE EXISTING TYPE III SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT/WIRING. SALVAGE PER SPECIAL PROVISIONS. FURNISH AND INSTALL TYPE II SIGNAL POLE WITH A MAST ARM ON EXISTING FOUNDATION/ANCHOR BOLTS, MATCH EXISTING FOUNDATION BOLT CIRCLE CONFIGURA110N, PRESERVE AND PROTECT EXISTING CONDUIT. INSTALL TWO VEHICLE SIGNAL HEADS, ONE TYPE 711 EMERGENCY PRE—EMPTION DETECTOR, ONE VIDEO DETECTION CAMERA AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE TERMINAL CABINET ON THE POLE. FOR POLE DETAILS AND ADDITIONAL INFORMATION SEE POLE SPECIFICATIONS SHEET 27. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION AND INSTALL TYPE PS POLE PER WSDOT STD PLANS J-20.16 AND J-21.10 (FIXED BASE). INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS STYLE PUSH BUTTON ASSEMBUES ON THE POLE. ENGINEER TO VERIFY LOCATION AND ORIENTATION IN THE FIELD. FOR POLE LOCATION AND ADDITIONAL INFORMATION SEE POLE SPECIFICATIONS SHEET 27. SEE SPECIAL PROVISIONS. © CONSTRUCT FOUNDATION AND INSTALL TYPE PS POLE PER WSDOT STD PLANS J-20.16 AND J-21.10 (FIXED BASE). INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS STYLE PUSH BUTTON ASSEMBLIES ON THE POLE. ENGINEER TO VERIFY LOCATION AND ORIENTATION IN THE FIELD. FOR POLE LOCATION AND ADDITIONAL INFORMATION SEE POLE SPECIFICATIONS SHEET 27. SEE SPECIAL PROVISIONS. REMOVE EXISTING TYPE III SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT/WIRING. SALVAGE PER SPECIAL PROVISIONS. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS ON EXISTING FOUNDATION/ANCHOR BOLTS, MATCH EXISTING FOUNDATION BOLT CIRCLE CONFIGURATION PRESERVE AND PROTECT EXISTING CONDUIT. INSTALL TWO VEHICLE SIGNAL HEADS, ONE TYPE 711 EMERGENCY PRE—EMPTION DETECTOR, ONE VIDEO DETECTION CAMERA AND ONE STREET NAME SIGN ON THE MAST O ARM. INSTALL ONE 240V LED COBRAHEAD ROADWAY LUMINAIRE (PER LUMINAIRE SCHEDULE — SEE ILLUMINATION PLANS) ON THE LUMINAIRE ARM. INSTALL ONE TERMINAL CABINET ON THE POLE. FOR POLE DETAILS AND ADDITIONAL INFORMATION SEE POLE SPECIFICATIONS SHEET 27. COMPLETE WIRING PER WRING NOTES. SEE SPECIAL PROVISIONS. ® CONSTRUCT FOUNDATION AND INSTALL TYPE PS POLE PER WSDOT STD PLANS J-20.16 AND J-21.10 (FIXED BASE). INSTALL TWO PEDESTRIAN SIGNAL HEADS AND TWO APS STYLE PUSH BUTTON ASSEMBUES ON THE POLE. ENGINEER TO VERIFY LOCATION AND ORIENTATION IN THE FIELD. FOR POLE LOCA110N AND ADDITIONAL INFORMATION SEE POLE SPECIFICATIONS SHEET 27. SEE SPECIAL PROVISIONS. AA A 4,• 0,IA e e•ff: MIME © it*/ NI �!-[mom oR S 144TH ST EWE D 1 � - V411 a CONSTRUCT FOUNDATION AND INSTALL TYPE II SIGNAL POLE WITH A MAST ARM. INSTALL TWO VEHICLE SIGNAL HEADS,ONE TYPE E 711 EMERGENCY PRE—EMPTION DETECTOR, ONE VEHICLE VIDEO DETECTION CAMERA AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION, DETAILS AND ADDITIONAL INFORMA110N SEE POLE SPECIFICATIONS SHEET. SEE SPECIAL PROVISIONS. 10 CONSTRUCT FOUNDATION AND INSTALL TYPE PS POLE PER WSDOT STD PLANS J-20.16 AND J-21.10 (FIXED BASE). INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS STYLE PUSH BUTTON ASSEMBLIES ON THE POLE. ENGINEER TO VERIFY LOCATION AND ORIENTATION IN THE FIELD. FOR POLE LOCATION AND ADDITIONAL INFORMATION SEE POLE SPECIFICATIONS SHEET 27. SEE SPECIAL PROVISIONS. 11 CONSTRUCT FOUNDATION AND INSTALL TYPE PS POLE PER WSDOT STD PLANS J-20.16 AND J-21.10 (FIXED BASE). INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS STYLE PUSH BUTTON ASSEMBLIES ON THE POLE. ENGINEER TO VERIFY LOCATION AND ORIENTATION IN THE FIELD. FOR POLE LOCATION AND ADDITIONAL INFORMA110N SEE POLE SPECIFICATIONS SHEET 27. SEE SPECIAL PROVISIONS. Q FOLLOWING ACTIVATION OF NEW SERVICE SYSTEMS, REMOVE EXISTING ELECTRICAL SERVICE CABINET AND ALL ASSOCIATED CONDUIT/WRING/EQUIPMENT. REMOVE FOUNDATION AND COMPACT AND BACKFlLL VOID PER SPECIAL PROVISIONS. SALVAGE EXISTING CABINET PER SPECIAL PROVISIONS. 13 CUT EXISTING ILLUMINATION WIRING IN EXISTING JUNCTION BOX. REMOVE EXISTING WIRING (NORTH OF JUNCTION BOX) BACK TO EXISTING ELECTRICAL SERVICE CABINET. PULL BACK EXISTING WIRING (SOUTH OF JUNCTION BOX) AND COIL IN NEAREST JUNCTION BOX. REMOVE EXISTING JUNCTION BOX. CAP AND ABANDON EXISTING CONDUIT. BACKFlLL AND REMOVE VOID PER SPECIAL PROVISIONS. FOR ADDITIONAL WORK, SEE CONSTRUCTION NOTE 23. 14 REMOVE EXISTING SIGNAL POLE, ALL ASSOCIATED EQUIPMENT AND WIRING. REMOVE OR GRIND EXISTING FOUNDATION TO 3' BELOW PROPOSED GRADE AND BACKFlLL AND COMPACT PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. SALVAGE EXISTING EQUIPMENT PER SPECIAL PROVISIONS. EVPE C V21 LeD 15 REPLACE EXISTING JUNCTION BOX WITH NEW JUNCTION BOX WITH NON SKID UD AND FRAME PER THE PLANS AND MATCH PROPOSED GRADE. REMOVE EXISTING WRING TO CABINET. PRESERVE AND PROTECT CONDUIT CONTINUITY DURING CONSTRUCTION. 16 EXISTING JUNCTION BOX AND CONDUIT TO REMAIN. PRESERVE AND PROTECT WIRING AND CONDUIT CONTINUITY DURING CONSTRUCTION. 17 REPLACE EXISTING JUNCTION BOX WITH NEW JUNCTION BOX WITH NON SKID UD AND FRAME PER THE PLANS AND MATCH PROPOSED GRADE. INSTALL NEW VEHICLE DETECTION LOOP STUBOUT PER WSDOT STANDARD PLAN J-50.15. PRESERVE AND PROTECT CONDUIT CONTINUITY DURING CONSTRUCTION. 18 INSTALL SMALL CABLE VAULT PER WSDOT STANDARD PLAN J-90.21. SEE SPECIAL PROVISIONS. 19 FOR CONDUIT/WIRING CONTINUATION SEE ILLUMINATION PLANS. Q DISCONNECT AND REMOVE EXISTING WIRING FOR FLASHING BEACONS. LOCATE EXISTING CONDUIT CROSSING AND EXCAVATE BY HAND. CUT EXISTING CONDUIT AND INSTALL NEW CONDUIT AND WIRING TO NEW JUNCTION BOX PER PLANS AND WIRE SCHEDULE. REMOVE EXISTING UNUSED CONDUIT. 0 EXISTING RED FLASHING BEACON CONTROLLER TO BE REMOVED. SEE SPECIAL PROVISIONS. © INSTALL NEW JUNCTION BOX WITH NON SKID UD AND FRAME PER THE PLANS AND MATCH PROPOSED GRADE. INSTALL NEW VEHICLE DETECTION LOOP STUBOUT PER WSDOT STANDARD PLAN J-50.15. PRESERVE AND PROTECT CONDUIT CONTINUITY DURING CONSTRUCTION. WIRE SCHEDULE ,t, <" ��1 -\ o� sr Q� � , p 5, 1 0�`c S L t OQ C�� �1 4' ,,y1 4Q * GF 1 2' SPARE 2 2" 2 3 3" 6 6 2 2 1 3' 6 6 2 2 4 3' 4 3 5 2' 3 1 1 1 1 6 2" 2 3 7 2" 1 1 EX 3.5" 6 6 2 2 REMOVE EXISTING WIRING 8 EX 3.5" SPARE 9 EX 3.5" 3 3 1 1 REMOVE EXISTING WIRING EX 3 5" SPARE 10 2' 1 1 1 1 11 2' 2 12 2' 2 2 13 2' 4 14 EX 2" 1 1 1 1 15 2" 2 REMOVE EXISTING WIRING 3 3 1 1 16 4' SPARE 17 EX 2" SPARE 18 EX 2' EX 2 RE —FEED 19 EX 2" 4 20 2' 3 21 2" 1 NOTES: 1. ALL PROPOSED CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT UNDER TRAVELED WAY USE RIGID PVC SCH80. 2. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND PARE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN j8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES) AND BE INSULATED IN GREEN, SEE SPECIAL PROVISIONS. CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED 'CITY OF TUKWILA". PLAN 0 5 10 20 30 SCALE IN FEET © LOCATE EXISTING ILLUMINATION CONDUIT CROSSING AND EXCAVATE BY HAND. CUT EXISTING CONDUIT AND INSTALL NEW CONDUIT AND WRING TO NEW JUNCTION BOX PER PLANS AND WIRE SCHEDULE. REMOVE UNUSED CONDUIT. VIRTUAL BICYCLE DETECTION ZONE. SHOWN FOR REFERENCE ONLY. FINAL ZONE LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. Q LOCATION OF EXISTING 120/240V UNDERGROUND TRANSFORMER. INSTALL NEW CONDUIT AND WRING TO THE NEW ELECTRICAL SERVICE CABINET PER PLANS AND WIRE SCHEDULE. REMOVE EXISTING UNUSED CONDUIT. COORDINATE POWER SERVICE CONNECTION WITH THE PSE NEW SERVICES ENGINEER. © VIRTUAL VEHICLE DETECTION ZONE. SHOWN FOR REFERENCE ONLY. FINAL ZONE LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. CONSTRUCT JOINT CONTROLLER/SERVICE/BPS FOUNDATION PER DETAIL SHEET 26. INSTALL CITY FURNISHED TYPE "TS2-2 TYPE SP- SIGNAL CONTROLLER CABINET. FURNISH AND INSTALL ELECTRICAL SERVICE CABINET/BPS PER DETAIL SHEET 26 AND CONNECT ALL FIELD WRING. CENTER OF FOUNDATION LOCATED AT STA 17+50, 56.4' LT, VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD. COORDINATE ELECTRICAL SERVICE METER BASE INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. SEE SPECIAL PROVISIONS. ® INTERCEPT EXISTING ILLUMINA110N CONDUCTORS FROM CIRCUIT NORTH OF S. 144TH ST AND SPUCE IN JB WTH NEW ILLUMINATION CONDUCTORS TO ACCESS NEW SERVICE CABINET. SEE SPECIAL PROVISIONS. Q REMOVE EXISTING JUNCTION BOX AND WIRING. CAP AND ABANDON EXISTING CONDUIT. BACKFlLL AND REMOVE PER SPECIAL PROVISIONS. PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked by MD GJH JC date 5/15 5/15 5/15 minim prof dir field bk no 7539th Ave N Seattle, WA 98109 (206) 2861640 wwlpg.rom 2502 Jefferson Ave Temma, WA 96402 1253) 6274720 90% REVIEW SUBMITTAL S 144TH STREET PHASE II SIGNAL - 144TH ST AND 42ND AVE Lr_' ai 4 G.;Lei no date 1 revisions 24 43 file no 14035SIG.DWG scale 1' = 4g date 06/2015 J c/S- 000; Cevelopment K:\PROJECTS\TUKN1LA\14035 — S 144th St\DESIGN\Drawings\Contract\14035SIG.dwg 6/4/2015 8:31 Ali SIGNAL POLE #1 764 765 -B CB 619 SIGNAL POLE #11 2-#8 (ILL) 4-#8 (ILL), 2-#12 (PC) 6-5C, 2-3CS, 6-2CS, 2-6CDE, 1-CCTV 6-5C, 2-3CS, 6-2CS, 2-6CDE M —W- -o- 761 762 763 764 765 i H M J-BOX J-BOX SIGNAL POLE #2 1111144 10931 SIGNAL POLE #10 N -J 2-#8 (ILL) w J-BOX SIGNAL POLE #9 SIGNAL POLE #3 n n R .-- 621 Y�- 622 -0- G .- 623 626 -W- .- -8- MAST ARM R .-- 621 -R- Y ►- 622 r0- G .-- 623 G- !-- 626 -W- !- 627 -B- CVPD 21 11 2 22 -08 (ILL) 6-5C, 2-3CS, 6-2CS, 2-6CDE PHASE SEQUENCE DIAGRAM 01 02 03 04 z NOT USED NOT USED N z EE NOT USED 1 NOT USED ...-- 05 06 07 08 —► VEHICLE MOVEMENT ram► PEDESTRIAN MOVEMENT S 144TH ST 04 06 04 PFDS 08 PEDS 02 *08 NOTE: 1. GROUND WIRES NOT SHOWN ON THIS WIRING DIAGRAM. - R —0 -G — W 661 662 663 666 667 R -+ Y -� G MAST ARM PUBLIC WORKS i i i T_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked 61 CVPEC) - R-661 --* R - 0. 662 -+ Y - G- 663 -• G - W- 66 —. - B- 662-+ by MD GJH JC date 6/15 6/15 r✓15 prof eng Prot dir field bk no -0- -BE ss� 562 563 ti Fi33)vPi IKPQ 753 MA. N Seattle, WA 9109 (206) 2861640 wat.kpg.mm 2502 Jam Ave Temma,WA96102 (2S1)62741720 ■ 101�' MIME SIGNAL POLE #8 90% REVIEW SUBMITTAL M SIGNAL POLE #4 N N 1-5C, 1-2CS SIGNAL POLE #5 1 1 1 1 q+qa CO CO n CO 1- LOCO 111 CC T CO >- T CO T 1 T �oc�3m IIIII O 1 >- T V' T CO T CO CO SIGNAL POLE #7 2-#8 (ILL) CO 1-5C, 1-3CS, 1-2CS, 1-6CDE SIGNAL POLE #6 LED LUMINAIRE CC a CC a o y AC+ z M _ POWER -W a 512 -W� 513 �I 3CSH* _ 521 -0 g d 522 -0W� 43 1 3CSH* E a 532 W� -0i 3CSH* SH 541 -0 Zr- 542 -W� BL 3CSH* R G- 612-0— o� 613-G— =Ex616-W— B 5C -R— n �, 622 -0- 0:: 623 -0— ' < 626 -W— B 5C -R �, 632 -0- 633 — �2X636 5C — �� 642 — 643 !_tY-GRR 646 5C 652— :\xX 653-G- 656-W 657 B 5C R— V 662 -0— 663 -G— _ 666 B 5C -R— in,& 672-0— �� G— i2X676-W- -B 5C -R— y�, 682-0 0O° 683-0 686-W -B 5C AC- 501 502 511 523 531 533 s s 0 m s 0 611 617 621 627 631 637 641 647 651 661 667 671 677 681 687 a 6A1 6A2 6A3 6A6 6A7 0 6B1 6B2 683 686 687 6C1 6C2 6C3 6C6 6C7 • 0 6D1 6D2 6D3 6D6 6D7 10 NO TERMINAL REQUIRED, CONNECT IDENTIFIED WIRES TO NEUTRAL (AC-) BUS D TERMINAL REQUIRED, CONNECT IDENTIFIED WIRES TO IDENTIFIED TERMINAL S 144TH STREET PHASE II a • =A. x No, p Y Q=� 721 -R -727LG X -I- X d WIRING DIAGRAM 723 724 725 741 742 743 744 745 JU 0 D 5C 52CS *CONTRACTOR SHALL FORK SHIELD/DRAIN WIRE WITH BLUE CONDUCTOR AND LAND TOGETHER 826 827 N CV • 828 829 J N 926 927 N CV • 928 929 a CV 11, 920 921 CV • 922 923 856 857 • 858 859 J N LO 950 951 S $s • 846 847 RE 848 849 tg • 946 947 J V • 948 949 st 940 941 �Sc • 942 943 tg • 876 877 878 879 • 970 971 tg 866 867 868 869 CO 966 967 S$� 968 969 960 961 CO 11. 962 963 816 817 818 819 PA 910 911 886 887 0 888 889 tg CO 986 987 CO 988 989 CO 980 981 CO 982 983 CO TRAFFIC CONTROLLER TERMINATIONS 761 762 763 2CS 8 ,764 -765 x 5C ' w 5C 5C 5C 5C 5C 2CS 2CS 2CS 2CS 781 N � 782 783 784 x - 785 ss a N 122015 3ot 611t51-1 e r I�isions 25 43 file no 14035SIG.DWG date 06/2015 543 673 gs\Contract\140355IG.dwg 6/4/2015 8:31 AM :\PROJECTS\TUKIMEA\14035 — S I44th St\DESIGN\Dra • N 10.25" LEFT SIDE 20.0" F 16.0" R - co 1 CO --t. CONDUIT ENTRANCE tr- 2.0" 14.28" BASE PLAN j 1• BREAKERRS 20.0 FRONT VIEW PADLOCKABLE DRAW LATCH YIJNDER LOCK LANDING LUGS SERVICE CABINET CONSTRUCTION NOTES: 1. EXTERIOR 1/8" ALUMINUM AND INTERIOR 14GA COW ROLLED STEEL ELECTRICALLY WELDED AND REINFORCED WHERE REQUIRED. 2. CONSTRUCTION SHALL BE NEMA 3R, RAIN -TIGHT. 3. ALL NUTS, BOLTS AND SCREWS SHALL BE STAINLESS STEEL PANEL SCHEDULE METERING DIA 422 TEST BYPASS 00 SERVICE DISCONNECT 100/2 LOCAL URUTY SERVICE 120/240 VOLT 1 PHASE 3 WIRE #6 AWG SIGNAL/BBS 20 o IRRIGATION CONTROLLER 15 a CONTROL 30 0 ILLUMINATION ILLUMINATION 0ILLUMINATION 0ILLUMINATION 0 ILLUMINATION WIRING DIAGRAM 4. NUTS BOLTS AND SCREWS SHALL NOT BE 7. VISIBLE FROM OUTSIDE OF ENCLOSURE. 5. NAMEPLATES SHALL BE PROVIDED AS REQUIRED. 8. 6. CONTROL WIRING SHALL BE MARKED AT BOTH ENDS BY PERMANENT WIRE MARKERS. 9. II II I I II II I I II II I I II UPS BATTERIES 20 o- SIGNAL CS 1 240V NOT TO EXCEED 24AMPS r (80% BREAKER AMPERAGE) C9 } 240V NOT TO EXCEED 24AMPS (80% BREAKER AMPERAGE) 131 240V NOT TO EXCEED 24AMPS r (80% BREAKER AMPERAGE) 171 240V NOT TO EXCEED 24AMPS r (80% BREAKER AMPERAGE) 211 240V NOT TO EXCEED 24AMPS (80% BREAKER AMPERAGE) INTERNAL PHOTOCELL A PLASTIC COVERED WIRING DIAGRAM 10. MAIN BREAKER SHALL BE RATED AT SHALL BE ATTACHED TO THE INSIDE OF 10K AIC. THE FRONT DOOR. 11. SPARE BREAKERS HAVE BEEN ENCLOSURE SHALL BE FACTORY WIRED OMITTED FROM THE DIAGRAM FOR AND CONFORM TO REQUIRED NEMA CLARIFY. STANDARDS AND SHALL BEAR A UL 508 LABEL COLOR: ANODIZED ALUMINUM. ELECTRICAL SERVICE CABINET DETAILS NTS # Si LOCATION: S 1441H ST & 42ND AVE S SERVING: SIGNAL, STREET UGHTS, IRRIGATION, ETC VOLTS: 120/240 PHASE: 1 MAIN BREAKER: 100 AMPS WIRE: 3 CKT NO. LOAD DESCRIPTION KVA TRIP AMPS 100 20 9 20 20 7 20 19 20 PO TRIP AMPS 30 15 6 15 15 10 15 1 15 15 t 15 15 15 15 15 15 15 KVA LOAD DESCRIPTION N KT NO. 1 MAIN BREAKER - 3.5 SGNAL/BBS (144TH&42ND) 2 0.3 CONTROL (PHOTOCELL) 4 5 INTERSECTION LIGHTS A1,A2 0.4 0.5 IRRIGATION CONTROLLER 6 -- SPARE BREAKER 8 9 STREET UGHTS 1,2,5,6,9,11,12,16,17,23,24 0.6 -- SPARE BREAKER 10 -- SPARE BREAKER 12 13 STREET UGHTS 3,4,7,8,10,13,14,15,18,19,20,21,22 1.0 -- SPARE BREAKER 14 -- SPARE BREAKER 16 17 EX STREET LIGHTS (42ND N OF 144TH) 2'0 -- SPARE BREAKER 18 -- SPARE BREAKER 20 21 EX STREET LIGHTS (42ND S OF 1441H) 1.7 -- SPARE BREAKER 22 -- SPARE BREAKER 24 25 SPARE BREAKER - -- SPARE BREAKER 26 -- 'SPARE BREAKER 28 J;llIARKS: CONNECTED LOAD: 10.0 KVA 41.7 AMPS DEMAND LOAD (1259.): 12.5 KVA 52.1 AMPS TUKWILA INTL BLVD & S 144 ST: EXISTING ELECTRICAL SERVICE CABINET ©- COMBINED ELECTRICAL SERVICE/BBS CABINET TYPE P SIGNAL CONTROLLER CABINET SEE NOTE 3 (TYP) SHIM TO PLUMB SEE NOTE 2 30/2 30/2 30/2 30/2 30/2 EX SPARE CIRCUIT /NKWILA INTL BLVD & S 144TH ST 2-110 (RRFBI S1 - CIRCUIT #13- 2-0 (ILL1 #4 HOOPS (EQUAL SPACES) ELEVATION VIEW 12" I HORIZONTAL FOUNDATION REINF. BAR DIAGRAM 6 PIECES SEE NOTE 4 SEE NOTE 6 3-#4 HOOPS CONTROLLER CABINET WIDTH + 1" PLAN VIEW FLUSH WITH SIDEWALK. SEE NOTE 1. FOUNDATION PAD FOUNDATION RISER 6-#4 FOUNDATION REINF. BAR. SEE DETAIL THIS SHEET COMBINATION SERVICE BBS CABINET WIDTH + 1" DIRECTION OF TRAFFIC ISOMETRIC VIEW NOTES 1. WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT PAD TO MATCH SIDEWALK GRADE. RISER SHALL BE FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF SECTION 8-14.3 IN THE WSDOT STANDARD SPECIFICATIONS. 2. PLACE SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET. 3. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPUED BY CABINET MANUFACTURER AND SUBMITTED TO THE ENGINEER FOR APPROVAL 4. CONDUIT SIZES/QUANTITIES FOR THE CONTROLLER SHALL BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION. 5. CONCRETE SHALL BE CLASS 3000. 6. EACH CABINET SHALL HAVE A 4)" DIAMETER PLASTIC DRAIN PIPE. 7. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS. COMBINED CONTROLLER / BBS / SERVICE CABINET FOUNDATION NTS S1 - CIRCUIT #9 2-18 (ILL) ®-� ONE -LINE CIRCUIT DIAGRAM NTS iffr 42ND AVE S & S 144 ST: ELECTRICAL SERVICE CABINET "S1" Si - CIRCUIT #5 2-#8 (ILL1 PUBLIC WORKS DPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked by MD GJH JC date 6/15 6/15 6/15 Prot eng Prof field bk no 75391AveN Se a, WA 9810) (28612261640 rwckpgtam 2502Je6msonAve Tames, WA 98402 R531E7-0720 90% REVIEW SUBMITTAL S 144TH STREET PHASE II SIGNAL DETAILS /5 -o00C JUN 122015 no da)"1 'F11(; §Ponl'i npmAC1t 26 43 file no 14035SIG.DWG seale 1' - 40' date 06/2015 4th St\DESIGN\Drawings\Contract\14035SIG.dwg 6/4/2015 8:31 AM :\PROJECTS\IlIKIMLA\14035 — S DEGREES CLOCKWSE TO TYPICAL ATTACHMENT POINT FROM 0' TYPICAL D1 SIGNAL ARM ATTACHMENT POINT POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO 0' POINT SLOT HOLES NOT PERMITTED LL HANDHOLES AT 180' FOR BOLT CIRCLE, SEE BASE PLATE DETAIL THIS SHEET POLE ORIENTATION ATTACHMENT AND BASE DETAIL PLAN VIEW. NTS 6.00" DIA. BOLT CIRCLE 3" DIA. CENTER .38(.50) FLAT WASHER (4 REO'D) LOCK WASHER (4 REQ'D) LUMINAIRE ARM EXTENSION DETAILS POLE TOP 0.75" 8-W/e"0 HOLES EQUALLY SPACED SO LUMINAIRE CAN BE ROTATED IN 45' INCREMENTS 0.13" MIN. THICKNESS ,M .13 0.75"-1OUNC X 2" LONG HEX HEAD BOLT (4 REQ'D) 18" 6.00" DIA. BOLT CIRCLE 3" DIA. CENTER HOLE 0.75"-10UNC TAPPED (4 REQ'D) 7,46"0 (4) HOLES 3" 0.D. 3" SCH 40 PIPE (4) 3/8"-16 NC BUTTON HEAD CAP SCREW 0-RINGS 8" 1" 6" 3/e" - 16 NC CAP 3'e - 16 NC TAP (2) HOLES 90' FROM TOP (2) HOLES 45' FROM TOP LUMINAIRE ARM CONNECTION DETAIL B1 B3 B4 X1 X2 85 B6 e B7 B8 B9 b J BOTTOM OF SIGNAL HEADS OR SIGNS A SIGNAL DISPLAY VERTICAL CLEARANCE MINIMUM: 16'-6" MAXIMUM: 19.-0" TYPE III (SINGLE ARM) COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD LIMITS OF VERTICAL CLEARANCE (4) 13/4 DIA HOLES ACCEPTING: (4) 1 t/2" x 60" A449 GALVANIZED ANCHOR BOLTS 11/4" A36 STEEL PLATE ��� 18• 18"0 BOLT CIRCLE L BASE PLATE DETAIL NTS B2 b or e F+ K ROADWAY SURFACE A • LEGEND a. LEFT TURN VEHICLE SIGNAL HEAD h. HANDHOLE b. VEHICLE SIGNAL HEAD i. LUMINAIRE c. STREET NAME SIGN } POLE ATTACHMENT POINT d. PRE-EMPT DETECTOR k. PEDESTRIAN SIGNAL HEAD e. TRAFFIC CONTROL SIGN m. VIDEO DETECTION CAMERA f. TERMINAL CABINET n. CLOSED CIRCUIT TELEVISION g. PEDESTRIAN PUSH BUTTON ASSEMBLY CAMERA DETAIL NOTES ® ELEVATOR PLUMBIZER MOUNTING COUPLINGS INSTALLED BY FABRICATOR AT OFFSET DISTANCE INDICTED IN CHART. 0 FIELD INSTALLED, ORIENTATION TO BE APPROVED BY ENGINEER. O MOUNT PEDESTRIAN PUSH BUTTON AT 3'-6" FROM FINISHED GRADE TO THE CENTER OF PEDESTRIAN PUSH BUTTON. ® ALL POLE LOCATIONS TO BE APPROVED BY THE ENGINEER. ® DAVIT TYPE LUMINAIRE ARM. SEE SPECIAL PROVISIONS. Y16" 3is" R CONE IA" ADAPTER IL 2%2"0 HOLE ON ARM FLANGE 1/4 ARM FLANGE TAP ON POLE FLANGE (4) KQ 2" 90' ELBOW, 5" RADIUS VARING TUBE, GROUND ALL SHARP EDGES F.P. HANDHOLE WITH COVER It t/4 1/4" It TOP, SIDES AND BOTTOM POLE FLANGE MO LUMINAIRE DAVIT TOP DETAIL SIGNAL STANDARD DETAIL CHART FIELD LOCATION POLE SIGNAL MAST ARM DATA POLE ATTACHMENT POINT ANGLES [DEG] ARM LENGTH [FT] FOUNDATION COMMENTS POW NOTE STATION OFFSET LT RT P.O.A. TYPE M.H. [FT] OFFSET DISTANCES TO POLE - (Z) [FT] WINDLOAD AREAS - (X) Y) [FTC] (X)(Y)(Z) DEPTHS [FT] TOP OF FOUNDATION ELEVATION [FT] Al I A2 B1 I B2 1 B3 1 84 I B5 I B6 1 67 1 68 1 B9 1 810 1 811 B1 I B2 163 1 B4 I B5 I B6 87 I B8 I B9 TOTAL [FT31 A 1 F I G1 1 G2 I I 1 J I K1 I K2 X1 I X2 3' RD 13' SQ 1 4' RD S 144TH ST AND 42ND AVE S 0 STA 17+36 2 25.1' X 0' PPB - - - - - - - - - - - - - - - - - - - - - - - - - [1] - - - - - - - - - - - FOR FOUNDA110N DETAIL SEE WSDOT STD PLAN J-20.10 0 5ggT1A44TM31 1 31.4' X 0' III 19.0 35.0* 29.00 - 21.00 12.00 - - - - - 26.00 - 9.2 - 9.2 9.0 - - - - 568.0 - 180' - - 0' 0' [2] [2] 30.0 14.0 6' 6' 6' - FOR FOUNDATION DETAIL SEE WSDOT STD PLAN J-26.10 0 STA417+51 5 36.2' X 0' PPB - - - - - - - - - - - - - - - - - - - - - - - - - [1] - - - - - - - - - - - FOR FOUNDA110N DETAIL SEE MOOT STD PLAN J-20.10 0 STA418+OS 9 45.4' X 0' II 19.0 - 26.0 - 18.0 9.0 - - - - - 23.0 - 9.2 - 9.2 9.0 - - - - - 485.8 - 180' - - 0' 0' - - 30.0 - - - - - USE EASING FOUNDAIIGN 0 $S$STA 18++041 37.4' X 0' PS - - - - - - - - - - - - - - - - - - - - - - - - - [1] - - - [2] - - - - - - - FOR FOUNDATION DETAIL SEE WSDOT SID PLAN J-21.10 0 s A418++20 0 25.0' X 0' PS - - - - - - - - - - - - - - - - - - - - - - - - - [1] - - - - [2] - - - - - - FOR FOUNDATION DETAIL SEE MOOT STD PLAN J-21.10 0 STA418++15 9 29.0' X 0' III 19.0 35.0 23.0 - 16.0 7.5 - - - - - 21.0 - 9.2 - 9.2 9.0 - - - - - 426.3 - 180' - - 0' 0' - - 25.0 10.0 - - - - USE EXISTING FOUNDADON © STA 181+09 0 32.9' X 0' PS - - - - - - - - - - - - - - - - - - - - - - - - - [1] [1] - - [2] [2] - - - - - - FOR FOUNDATION DETAIL SEE WSDOT SID PLAN J-21.10 0 STA 4 7+50 0 45.5' X 0' II 19.0 - 28.0 - 19.0 12.0 - - - - - 24.0 - 9.2 - 9.2 9.0 - - 540.4 - 180' - - 0' 0' - - 30.0 - 6' 6' 6' - FOR FOUNDATION DETAIL SEE WSDOT SID PLAN J-26.10 43 S 41471H+57 35.7' - - [1 ] - - - [2] - - - - - - - FOR FOUNDATION DETAIL SEE WSDOT STD PLAN J 21.10 0 $TA STA44T+37 0 24.7' X 0' PS - - - - - - - - - - - - - - - - - - - - - - - - - [1] - - - - [2] - - - - - - FOR FOUNDA110N DETAIL SEE WSDOT S1D PLAN J-21.10 * VERIFY POLE SHAFT LENGTHS WITH MANUFACTURER TO ATTAIN SPECIFIED LUMINAIRE MOUNTING HEIGHT 1] ATTACHMENT ANGLE FOR PEDESTRIAN PUSH BUTTONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO DRIWNG. PUSH BUTTON SHALL BE ANGLED PARALLEL TO THE CROSSWALK. PUBLIC WORKS DEP T_ * ENGINEERING *STREETS *WATER* S EWER *BUILDING * designed drawn checked by MD GJH JC date 6/15 6/15 6/15 Drol eng Prol dir field bk no }CPC* 753 MI Ave N Smile, WA98109 (206) 2M-1610 wxw.kpg.mn 2502Jefferson An Imo,WA96402 (2531627-0721 2] ATTACHMENT ANGLES FOR POLE MOUNTED EQUIPMENT SHALL BE VERIFIED BY THE ENGINEER IN THE FILED PRIOR TO DRIWNG. 90% REVIEW SUBMITTAL S 144TH STREET PHASE II E SIGNAL POLE SPECIFICATIONS 9 no (ma?St?Y Development 27 43 file no 14035SIG.DWG scale t• " 40' date 06/2015 r K:\PROJECTS\TUKWILA\14035 — S 144th St\DESIGN\Drawings\Contract\14035UR8.dwg 6/4/2015 8:32 , ��•ta TYP. 0 0 TMP ©TW O 5 0 0 0 0 maramfinvalwwirtirpW 0 O TYP. 0 m ��~,�a�■C':�7��>;��■■�.'�j�r����1��1�1��p�■���J■C3•• ;IMILITO �1� �\�■■�li1M',tr�r■�`ii anIIIIIITiI■i����� �ic1a� - - -.. �C7�11�■■r.�■■■'m1■■j/fL�11�1■��nl■■__■� a ri 'WM lll --- —urveleiHroraOnfillimel.1111.air= To- �. l Mao ■ Leah l4 —w w ..:..a Ill�i�� 0_ .o■ a o.0 ■■■ 11- S 144TH ST �' .... [' I:: 14 :::: r ::..:::: r ::::: onl ll II E ■ /� ® c ��� mmi Illllllllllr� k1Fi �r®7_ -Q 0 - r.�[at: tfi�•»�rclZ. •c^— -_ --- sLArirIM'Iiiiiir��c � u �- = '---��r " -t01_1iE� • M .....a' I ► T , 't�� N' ., Vie,, u h ��Iii/■iu-...— 1 i �� �����s. "' Gi_�.ra •Ciw���fllllllll� \A or � O� ,ITact O� OJr� t .■c r�� �md..a flFr' ��01`''ilk 1 T4E■■■::::■1Ll■l�■�:::5■:::5■■■!�■l1 0•` Q 0 �0i iril TYP. riammernsommunemmmumma O i PLAN 0 10 20 40 60 SCALE IN FEET BENCH SCHEDULE STATION OFFSET 11+23.32 26.17' RT 12+73.92 31.59' LT 12+92.58 30.83' LT TRASH RECEPTACLE SCHEDULE STATION OFFSET 10+63.39 25.25' RT GENERAL NOTES 1. ALL OFFSETS ARE TO CENTER OF FEATURE. 2. SEE ILLUMINATION PLANS, SHEETS 20-22, FOR LUMINAIRE STATIONS AND SCHEDULE. CONSTRUCTION NOTES 0 4' X 4' SCORED CEMENT CONCRETE SIDEWALK. SEE DETAIL, SHEET 30. 6-) 2' X 2' SCORED CEMENT CONCRETE SIDEWALK. SEE DETAIL SHEET 30. 0 1' X 1' SCORED CEMENT CONCRETE SIDEWALK. SEE DETAIL SHEET 30. ®2' X 2' SCORED CEMENT CONCRETE CROSSWALK. SEE DETAIL SHEET 31. O SCORED CEMENT CONCRETE DRIVEWAY. SEE DETAIL SHEET 30. 0 BENCH. SEE DETAIL SHEET 32. 07 TRASH RECEPTACLE. SEE DETAIL SHEET 32. 0 PLANTER. SEE LANDSCAPE PLANS AND DETAILS, SHEETS 37-39. OCONCRETE STEPS WITH RAILING AND HANDRAIL SEE ROADWAY DETAILS, SHEET 6, AND WALL PLAN, SHEET 18. 6",:),CAST—IN—PLACE WALL. SEE WALL PLANS AND DETAILS, SHEETS 18-19, AND ROADWAY DETAILS, SHEETS 5-6. it MODULAR BLOCK WALL SEE WALL PLANS AND DETAILS, SHEETS 18-19. 12 DUAL ARM DECORATIVE PEDESTRIAN LUMINAIRE AND POLE SEE ILLUMINATION PLANS AND DETAILS, SHEETS 20-22, AND JUNCTION BOX LAYOUT DETAIL SHEET 30. 13 ROADWAY LUMINAIRE AND POLE. SEE ILLUMINATION PLANS AND DETAILS, SHEETS 20-22, AND JUNCTION BOX LAYOUT DETAIL SHEET 30. 17 CONCRETE CROSSWALK AND MEDIAN PLAN ENLARGEMENT SEE DETAIL, SHEET 31. 19 SIDEWALK IMPROVEMENTS TO BE COMPLETED BY OTHERS AS PART OF TUKWILA VILLAGE DEVELOPMENT. COORDINATE WITH TUKWILA VILLAGE CONTRACTOR AS REQUIRED. PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked by DF DF LG date 062015 062015 062015 prof eng prof dir field bk no IKPQ 7539thAveN Seattle, WA 96109 (206)2861640 owtkpgmm 2502 Jiff Ave Tacoma, WA98402 (253) 627-0720 90% REVIEW SUBMITTAL S 144TH STREET PHASE II URBAN DESIGN PLAN STA 10+00 TO STA 14+50 JP' JUN 122015 Community no diiuE ve l66'i9nt 28 43 file no 14035URB.DWG scale 1' . 40 date 06/2015 T 2 P 0 43 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING* SCALE IN FEET designed drawn checked by DF DF LG date 062015 062015 062015 prof eng prol dir field bk no BENCH SCHEDULE STATION OFFSET 14+69.81 28.42' LT IKPQ 75390)Ave N Sears, WA 98109 (206)2P/34610 www.kg.mm 2502 JeAevam Ave Tamme,WA96/02 (151) 621-0720 90% REVIEW SUBMITTAL TRASH RECEPTACLE SCHEDULE STATION OFFSET 17+15.10 24.24' LT GENERAL NOTES 1. ALL OFFSETS ARE TO CENTER OF FEATURE. 2. SEE ILLUMINATION PLANS, SHEETS 20-22, FOR LUMINAIRE STATIONS AND SCHEDULE. CONSTRUCTION NOTES O1 4' X 4' SCORED CEMENT CONCRETE SIDEWALK. SEE DETAIL SHEET 30. 2 2' X 2' SCORED CEMENT CONCRETE SIDEWALK. SEE DETAIL SHEET 30. rill' 1' X 1' SCORED CEMENT CONCRETE SIDEWALK. SEE DETAIL SHEET 30. O2' X 2' SCORED CEMENT CONCRETE CROSSWALK. SEE DETAIL SHEET 31. O SCORED CEMENT CONCRETE DRIVEWAY. SEE DETAIL SHEET 30. 0 BENCH. SEE DETAIL SHEET 32. TRASH RECEPTACLE. SEE DETAIL SHEET 32. ® PLANTER. SEE LANDSCAPE PLANS AND DETAILS, SHEETS 37-39. 11 MODULAR BLOCK WALL SEE WALL PLANS AND DETAILS, SHEETS 18-19. 12 DUAL ARM DECORATIVE PEDESTRIAN LUMINAIRE AND POLE. SEE ILLUMINATION PLANS AND DETAILS, SHEETS 20-22, AND JUNCTION BOX LAYOUT DETAIL SHEET 30. 13 ROADWAY LUMINAIRE AND POLE. SEE ILLUMINATION PLANS AND DETAILS, SHEETS 20-22, AND JUNCTION BOX LAYOUT DETAIL SHEET 30. 14 PEDESTRIAN PUSH BUTTON POLE. SEE ILLUMINATION PLANS AND DETAILS, SHEETS 20-22. 15 SIGNAL POLE WITH MAST ARM AND LUMINAIRE. SEE SIGNAUZATION PLANS AND DETAILS, SHEETS 23-27. 16 SIGNAL TIDE PS OR I. SEE SIGNAUZATION PLANS AND DETAILS, SHEETS 23-27. 18 FOSTER HIGH SCHOOL SIDEWALK PLAN ENLARGEMENT SEE DETAIL SHEET 31. S 144TH STREET PHASE II URBAN DESIGN PLAN STA 14+50 TO STA 18+50 JU NI 22015 C C j1nmufl;ty IO ' �,snt late N revisions 29 43 file no 14035URB.DWG scale r = 40' date 06/2015 J gs\Contract\14035URDDETAwg 6/4/2015 EXPANSION JOINT, TYP. LIGHT BROOM FINISH, TYP. SCORED CEMENT CONCRETE SIDEWALK, CROSSWALK, RAMP OR DRIVEWAY CSTC TYPICAL EXPANSION JOINT DETAIL NTS SCORE JOINT, TYP. UGHT BROOM FINISH, TYP. SCORED CEMENT CONCRETE SIDEWALK, CROSSWALK OR DRIVEWAY NOTE: CLEAN SCORE JOINT BY SAWCUT ONLY. NO RADIUS ON EDGE. NO SMOOTH FLANGE TOOLING ON EITHER SIDE OF JOINT. TYPICAL SCORE JOINT DETAIL NTS 4'-0' TYP. BARRIER CURB OR CEMENT CONCRETE SIDEWALK 1/2' RADIUS ON ALL TOP EDGES ADJACENT TO PLANTING AREAS PLANTING AREA. SEE LANDSCAPE PLANS AND DETAILS, SHEETS 37-39 TYPICAL PLANTER EDGE DETAIL NTS SCORED CEMENT CONCRETE SIDEWALK, TYP. JUNCTION BOX TYPE 2, CENTERED ON LUMINAIRE REFERENCING POINT PLANTING AREA. SEE LANDSCAPE PLANS AND DETAILS, SHEETS 37-39 2' x 2' SCORED CEMENT CONCRETE SIDEWALK, TYP. CEMENT CONCRETE CURB RAMP, SEE ROADWAY PLAN, SHEET 10 LUMINAIRE STATION/OFFSET REFERENCING POINT PER ILLUMINATION PLANS, SHEETS 20-21 TRAFFIC DIRECTION TYPICAL JUNCTION BOX TYPE 2 IN PLANTER LAYOUT DETAIL NTS • e B •. • ' •`. • "• ,4• vl. a Q ••• .1 2 • • 12• a I-1 TRAFFIC DIRECTION NOTE: PLANTING AREA MAY ALSO BUTT UP AGAINST CEMENT CONCRETE CURB, SEE URBAN DESIGN PLANS, SHEETS 28-29. TYPICAL SIDEWALK LAYOUT DETAIL NTS 1' x 1' SCORED CEMENT CONCRETE SIDEWALK, TYP. P USLIC WORKS DEP T_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * SCORE JOINT, TYP. SEE DETAIL THIS SHEET EXPANSION JOINT, TYP. SEE DETAIL THIS SHEET PLANTING AREA. SEE LANDSCAPE PLANS AND DETAILS, SHEETS 37-39 4' x 4' SCORED CEMENT CONCRETE SIDEWALK, TYP. CEMENT CONCRETE CURB, TYP. designed drawn checked by DF DF LG date OW2015 06/2015 O6J2015 proj eng prof dir field bk no 753 901Ave N Seattle, WA98109 (206) 286-1640 rww4.8.mm 2502 Jefferson Aro Tamma,WA98402 (253) 627-0720 w a LUMINAIRE STATION/OFFSET REFERENCING POINT PER ILLUMINATION PLANS, SHEETS 20-21 4'-0' TYP. EQ. EQ. .� 4'-0 TRAFFIC DIRECTION DECORATIVE PEDESTRIAN POLE OR ROADWAY POLE, SEE ILLUMINATION PLANS, SHEETS 20-21 JUNCTION BOX TYPE 1 SCORED CEMENT CONCRETE SIDEWALK, TYP. TYPICAL LUMINAIRE AND JUNCTION BOX TYPE 1 LAYOUT DETAIL NTS SCORED CEMENT CONCRETE DRIVEWAY, TYP. 4.-0 TYP. • .c, EQ. eS`CORE IOJNTPACIf1G, 4'-0' MAX ° • $ _ N p _, v p A I p ' p • • v •• 6•• sp • .r v • p r •'. v° .• • TRAFFIC DIRECTION CEMENT CONCRETE DRIVEWAY SCORE JOINT, TYP. SEE ENTRANCE, SEE DETAIL SHEET 4 TYPICAL SCORED CEMENT CONCRETE DRIVEWAY SCORING LAYOUT NTS 90% REVIEW SUBMITTAL S 144TH STREET PHASE II URBAN DESIGN DETAILS DETAIL, THIS SHEET SCORED CEMENT CONCRETE SIDEWALK, TYP. EXPANSION JOINT, TYP. SEE DETAIL, THIS SHEET CEMENT CONCRETE CURB 22015 C30431 file n0 14035URBDET.DWG scale 1'=40' no date (_0fwiy date 06w2015 / U3velopment gs\Contract\14035URRDET.dwg 6/4/2015 8:32 AM :\PROJECTS\TUK'MLA\14035 — S 144th St\DESIGN\0ro ROUNDABOUT CEMENT CONCRETE CURB AND GUTTER (CURB 2), WSDOT STD. PLAN F-10.18, TYP. SEE MEDIAN DETAILS SHEET 5 DECORATIVE STAMPED CONCRETE PAVEMENT, TYP. SEE DETAIL THIS SHEET BEGIN STAMPING PATTERN AT MIDPOINT OF PAVEMENT EDGE 2' X 2' SCORED CEMENT CONCRETE CROSSWALK, TYP. ' 10'-0'' TYP SCORE JOINT, TYP. SEE DETAIL SHEET 30 EXPANSION JOINT, TYP. SEE DETAIL SHEET 30 JUNCTION BOX TYPE 1 BEGIN STAMPING PATTERN AT MIDPOINT OF PAVEMENT EDGE PEDESTRIAN PUSH BUTTON POLE, SEE ILLUMINATION PLANS AND DETAILS, SHEETS 20-22 PLANTER, SEE LANDSCAPE PLANS, SHEETS 37-39 EXPANSION JOINT, TYP. SEE DETAIL SHEET 30 NOTES: SEE ROADWAY PLANS, SHEETS 10-11, FOR MEDIAN LAYOUT STATIONING POINTS. CONCRETE CROSSWALK AND MEDIAN PLAN ENLARGEMENT DETAIL NTS ELAN TYPICAL STAMPED MEDIAN PATTERN DETAIL NTS ROUNDABOUT CEMENT CONCRETE CURB AND GUTTER (CURB 2), WSDOT STD. PLAN F-10.18, TYP. SEE MEDIAN DETAILS SHEET 5 SPACE DECORATIVE STAMPED PATTERN SECTIONS PER MANUFACTURER'S SPECIFICATIONS STAMPED MEDIAN PATTERN, TYP. STAMPING PATTERN CEMENT CONCRETE BAND, TYP. SEE MEDIAN DETAILS SHEET 5 REFERENCING POINT FOR LOCATING STAMPED CONCRETE PATTERN ROUNDABOUT CEMENT CONCRETE CURB AND GUTTER (CURB 2), WSDOT STD. PLAN F-10.18, TYP. SEE MEDIAN DETAILS SHEET 5 EXPANSION JOINT, TYP. SEE DETAIL SHEET 30 BEGIN STAMPING PATTERN AT MIDPOINT OF PAVEMENT EDGE SHEET 13 LIMITS SEE JUNCTION BOX TYPE 2, TYP. DECORATIVE SIGNAL POLE, SEE SIGNAUZATION PLANS AND DETAILS, SHEETS 23-2 SIGNAL POLE TYPE PS OR I, SEE SIGNAUZATION PLANS AND DETAILS, SHEETS 23-27 NOTES: 1. CONTRACTOR SHALL FIELD VERIFY EXPANSION JOINT LOCATION FOR IMPROVEMENTS. 2. EXPANSION JOINTS SHALL BE LOCATED 15' MINIMUM APART. 3. UGHT BROOM FINISH SHALL BE PARALLEL TO ARC JOINTS. OVEMENT, (c SHEET 13 / EXISTING SCORING LAYOUT EXPANSION JOINT, TYP. EE DETAIL THIS SHEET ORED CEMENT CRETE SIDEWALK, E JOINT, TYP. ETAIL THIS SHEET ADWAY PLAN SHEET 13 GENT POINT j6 FOSTER HIGH SCHOOL SIDEWALK PLAN ENLARGEMENT DETAIL NTS PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked Vol eng rani dir field bk no by DF DF LG date 06/2015 06/2015 06/2015 KPQ 753 *Are N 2502 Jefferson Ave Seade,WA9S109 bona, WA92402 (Z6)226.1640 (253)62T-0720 wyckpg.mm 90% REVIEW SUBMITTAL S 144TH STREET PHASE II URBAN DESIGN DETAILS no 22015 date 1 revisions 31 43 file no 14035URBDET.DWG scale 1.. 40' date 06"2015 / Community D`velopment K:\PROJECTS\TUKBILA\14035 — S 144th St\DESIGN\Drawings\Contract\14035URRDET.dwg 6/4/2015 5:32 AM 1/2" X 2 1/2" FLAT BAR, TYP. FINISHED GRADE ISOMETRIC SIDE ELEVATION ISOMETRIC BOTTOM VIEW ±71" BENCH STATION/OFFSET REFERENCING POINT PER URBAN DESIGN PLANS, SHEETS 28-29 BENCH DETAIL NTS TRASH RECEPTACLE STATION/ OFFSET REFERENCING POINT PER URBAN DESIGN PLANS, SHEETS 28-29 3"X11/2" STEEL CHANNEL ANCHOR HOLES 4 EA. 1/2" S.S. LEVEUNG LEGS HINGED DOOR HINGED DOOR -H FRONT ELEVATION PLAN ±29 1/2" �11.11111111!L(If/r I [ 11III ELEVATION 1 5/8" 0 STEEL TUBE HORIZONTAL RAIL,TYP. 1/4" X 1 1/2" FIAT BAR VERTICAL STRAPS SPACED AT 1" INTERVALS, TYP. 1/2" X 2 1/2" FLAT BAR, TYP. FINISHED GRADE 5/8" 0 SOUD ROD 3/8" X 1 1/2" FLAT BAR VERTICAL STRAPS, TYP. 1/4"X2'FLAT STEEL UD 1/4" X 2" FLAT BAR TOP RING, TYP. TRASH RECEPTACLE, LEVEL AND PLUMB 1/4" X 2' FLAT BAR BOTTOM RING, TYP. 1/4" X 2" FLAT BAR BASE RING, TYP. FINISHED GRADE BENCH, LEVEL AND PLUMB 1/2" S.S. LOCK NUT FINISHED GRADE 1/2" S.S. FLAT WASHER LEVEUNG WASHERS STAINLESS STEEL CONCRETE ANCHOR BOLT BENCH SURFACE MOUNT DETAIL NTS STAINLESS STEEL CONCRETE ANCHOR BOLTS TRASH RECEPTACLE STEEL CHANNEL, LEVEL FINISHED GRADE CEMENT CONCRETE SIDEWALK TRASH RECEPTACLE SURFACE MOUNT DETAIL NTS NTS TRASH RECEPTACLE DETAIL 3 F IL o- F PUBLIC WORKS • ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked Prot eng prof dir field bk no by DF DF LG date O6/2015 OW015 0612015 IKPC ]539thAveN 2E02,k1IaamAve Seama,WA98109 Tampa, WA98402 (2E6)2861640 (253)82T-0720 t w.kg.mm 90% REVIEW SUBMITTAL S 144TH STREET PHASE II URBAN DESIGN DETAILS JUN 122015 CO T mU l;ry nK "date Previsions 32 43 file no 14035URBDET.DWG scale v . 417 date 06/2015 gs\Contract\140351RR.dwg 6/4/2015 8:33 AM K:\PROJECTS\11.101LA\14035 — S 144th Sl\DESIGN\Ora ' 2 it 18.7 1' 1Y' 1Y,' 1Y' PLAN 0 10 20 40 SCALE IN FEET P UBLIC WORKS DEP T_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked Prof eng prof dir field bk no by DF DF LG XXX 60 date 06/2015 06✓2015 06/2015 XX 0 ICPQ 7539P1Are N Seattle, WA98109 (206) 21361640 www.k g.ma 2502 Jel`'aam Ave Tacoma, WA 98402 (22)627-0720 90% REVIEW SUBMITTAL 3 16.5 1Y' w . M UNE STA 14+50 S CONSTRUCTION NOTES OINSTALL POINT OF CONNECTION EQUIPMENT, SEE DETAIL SHEET 35. OINSTALL CONTROL VALVE AND VALVE BOX IN PLANTER, TIGHT TO 4 EDGE OF PAVEMENT TO MAXIMIZE PLANTER AREA. LOCATION SHOWN IS DIAGRAMMATIC. SEE DETAIL SHEET 36. 0 MAINLINE AND LATERAL LINES TO BE LOCATED IN PLANTER AREA WHERE POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. 6 INSTALL IRRIGATION UNES TIGHT TO BACK OF SIDEWALK TO MAXIMIZE NY PLANTER AREA, LOCATION SHOWN IS DIAGRAMMATIC. EXISTING TREE TO REMAIN, SAVE AND PROTECT. ALL PIPE TRENCHING AROUND THE TREE SHALL BE DONE BY HAND. CUT ANY EXPOSED ROOTS CLEANLY. SPRAY IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NO. ® ® RAINBIRD 4 SERIES VAN 1806—SAM—PRS o 0 RAINBIRD 5 SERIES 1806—SAM—PRS n e s RAINBIRD 8 SERIES VAN 1806—SAM—PRS A RAINBIRD STRIP SERIES 1806—SAM—PRS G AUTOMATIC CONTROL VALVE SEE SHEET 35 AND 36 FOR IRRIGATION SCHEDULE, DETAILS, AND GENERAL NOTES. S 144TH STREET PHASE II IRRIGATION PLAN STA 10+00 TO STA 14+50 JUN 122015 no date a riMiki914ity Development 33 43 file no 140351RR.DWG scale 1' = 4a date 06/2015 r� -. J N. L r PLAN 10 20 ao 60 SCALE IN FEET CONSTRUCTION NOTES 2 INSTALL IRRIGATION CONTROLLER, SEE DETAIL SHEET 35 AND SIGNALIZATION SHEETS 23-27, FOR POWER SUPPLY LOCATION. OINSTALL 3" CONDUIT FOR CONTROL VALVE WIRES TO PLANTER, VERIFY SIZE IS ADEQUATE FOR VALVE WIRING BUNDLE. 0INSTALL CONTROL VALVE AND VALVE BOX IN PLANTER, TIGHT TO 4 EDGE OF PAVEMENT TO MAXIMIZE PLANTER AREA. LOCATION SHOWN IS DIAGRAMMATIC. SEE DETAIL SHEET 36. OMAINLINE AND LATERAL LINES TO BE LOCATED IN PLANTER AREA WHERE POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. 6 INSTALL IRRIGATION UNES TIGHT TO BACK OF SIDEWALK TO MAXIMIZE PLANTER AREA, LOCATION SHOWN IS DIAGRAMMATIC. 7 EXISTING TREE TO REMAIN, SAVE AND PROTECT. ALL PIPE TRENCHING AROUND THE TREE SHALL BE DONE BY HAND. CUT ANY EXPOSED ROOTS CLEANLY. SPRAY IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NO. ® % RAINBIRD 4 SERIES VAN 1806—SAM—PRS o RAINBIRD 5 SERIES 1806—SAM—PRS A e RAINBIRD STRIP SERIES 1806—SAM—PRS G AUTOMATIC CONTROL VALVE SEE SHEET 35 AND 36 FOR IRRIGATION SCHEDULE, DETAILS, AND GENERAL NOTES. e/S-000c 4. 4, *V ILA • 8 n PUBLIC WORKS 1 EPT_ 5 * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked Pro' eng Proldir field bk no by DF DF LG XXX date 062015 062015 062015 XX KPQ 75391hAve N Sealde,WA98109 (206) 286-1610 wockpg.mm 2502 Jerteram Ave Tama WA96402 (253) 627-0720 90% REVIEW SUBMITTAL S 144TH STREET PHASE II IRRIGATION PLAN STA 14+50 TO STA 18+00 110 N 122015 34 43 file no 140351RR.DWG scale date 06/2015 K:\PROJECTS\i0N'MLA\14035 — S I44th St\DESIGN\Drawings\Contract\I40351RRDET.dwg 6/4/2015 8:33 AM IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NO. DESCRIPTION • e EST SST RAINBIRD STRIP SERIES OR APPROVED EQUAL 1806—SAM—PRS SHRUB HEAD — 6" PLASTIC POP—UP. 4'x15' AT 30 PSI. END AND SIDE STRIP NOZZLE, INSTALL ON FLEXIBLE RISER. 4®H is6 OR APPROVED EQUAL 1806—SAM—PRS SHRUB HEAD — 6" PLASTIC POP—UP. 4' RADIUS AT 30 PSI. ADJUSTABLE ARC NOZZLE, INSTALL ON FLEXIBLE RISER. ❑ RAINBIRD 5 SERIES OR APPROVED EQUAL 1806—SAM—PRS SHRUB HEAD — 6" PLASTIC POP—UP. 5' RADIUS AT 30 PSI. INSTALL ON FLEXIBLE RISER. p5H�5Qp� 8H 8T BQ RAIBIRD 8 SERIES OR NAPPROVED EQUALAN 1806—SAM—PRS SHRUB HEAD — 6" PLASTIC POP—UP. 6-8' RADIUS AT 30 PSI. ADJUSTABLE ARC NOZZLE, INSTALL ON FLEXIBLE RISER. O RAINBIRD ESPBLXME 8 STATION OUTDOOR CONTROLLER WITH LXMMPEB METAL PEDESTAL AND CABINET ENCLOSURE, POWDER COATED TO MATCH LUMINAIRE POLE. SEE INSTALLATION DETAIL, THIS SHEET. RAINBIRD OR APPROVED EQUAL PEB AUTOMATIC CONTROL VALVE — SIZE AS NOTED ON PLAN. SEE DETAIL SHEET 36. 0 POINT OF CONNECTION EQUIPMENT. SEE ASSEMBLY DETAIL THIS SHEET. © 1 1/2" IRRIGATION METER, BY OTHERS. © PRESSURE REDUCING VALVE, SIZE PER LINE. OV KENNEDY 4057 BRASS SHUT OFF VALVE, SIZE PER LINE. FEBCO OR OR APPROVED EQUAL 850 1 1/2" DOUBLE CHECK VALVE ASSEMBLY, INSTALL IN LOCATION SHOWN. ® RAINBIRD 44LRC 1" BRASS QUICK COUPLER VALVE WITH LOCKING VINYL COVER. INSTALL PER DETAIL SHEET 36. INSTALL ONE AT DOUBLE CHECK VALVE ASSEMBLY, AND AS NOTED ON PLANS. — — — PVC SCH 40, IRRIGATION MAIN UNE — 24" MIN. COVER — SIZE AS NOTED ON PLAN. PVC SCH 40, LATERAL SUPPLY UNE— 18" MIN. COVER — SIZE AS NOTED ON PLAN. ALL DRIP CONNECTING LATERAL ONES TO BE 3/4" PIPE SIZE. _ _ SLEEVING, PVC SCHEDULE 40, SIZE TWICE INSERT PIPE DIA. 1S INDICATES VALVE I, (S) SPRAY INDICATES GPM 10.5 APPROX. 1" INDICATES VALVE SIZE IRRIGATION MAIN UNE 1" QUICK COUPLER VALVE MASTER SHUT OFF VALVE, SEE DETAIL SHEET 36 DOUBLE CHECK VALVE, SEE DETAIL THIS SHEET PRESSURE REDUCING VALVE (IF REQUIRED) IRRIGA110N METER, BY OTHERS TO PRESSURE MAIN NOTE: CONNECTION TO PRESSURE MAIN SHALL NOT BE MADE UNTIL IRRIGATION MAIN UNE IS PRESSURE TESTED. TYPICAL POINT OF CONNECTION ASSEMBLY NTS EXPANSION JOINT, TYP. SEE DETAIL SHEET 30 SCORED CEMENT CONCRETE SIDEWALK, TYP. 1" PVC CONDUIT SWEEP, SIZE AS REQUIRED. \\ \\ SEE SIGNAUZATION PLANS, SHEETS 23-27 FOR ELECTRICAL CONNECTION LOCATE PER ENCLOSURE SECTION NOTE: INSTALL WIRE BUNDLE BELOW PIPE CENTERUNE. 3" DETECTABLE TAPE AT 10" BELOW GRADE NYLON TY—WRAP AT 10' OC IRRIGATION MAINUNE (OR LATERAL), SIZE AS INDICATED ON PLAN WIRE BUNDLE, ALL WIRE NOT TAPED TO PIPING SHALL BE INSTALLED IN SEPARATE SLEEVING CONTROL WIRE BUNDLE INSTALLATION NTS CONTROLLER ENCLOSURE ALL FITTINGS PVC 4 ANCHOR BOLTS WITH WASHERS AND (2) NUTS, TYP. CONCRETE FOUNDATION FINISHED GRADE COMPACTED SUBGRADE 3" PVC CONDUIT SWEEP FOR VALVE WIRES TO CONTROL VALVES IRRIGATION CONTROLLER TYPICAL DETAIL NTS PVC =III —III- -III —III -III= TO MASTER VALVE BRASS -111�1111111 111=1TI=111= GENERAL NOTES 1. COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH INSTALLATION OF OTHER UTILITIES. LOCATE AND PROTECT ALL UNDERGROUND UTILITIES DURING INSTALLATION OF IRRIGATION SYSTEM. 2. CONTRACTOR MUST COORDINATE SLEEVING, ROAD CROSSING AND PIPE LOCATIONS WITH INSTALLATION OF UNDERGROUND UTIUTIES (INCLUDING ELECTRICAL SEWER, WATER AND GAS), SIDEWALK, URBAN DESIGN FEATURES AND ILLUMINATION. 3. IRRIGATION SYSTEM SHALL BE INSTALLED, TESTED, MAINTAINED AND GUARANTEED AS PER SPECIFICATIONS. 4. IRRIGATION SYSTEM IS DESIGNED TO OPERATE AT 25-30 PSI. CONTRACTOR SHALL FIELD CHECK EXISTING WATER PRESSURE, ADJUSTING PRESSURE REDUCING VALVE AS NECESSARY TO PROVIDE OPTIMAL PERFORMANCE. 5. L0CAT10IN OF IRRIGATION MAINLINE, LATERALS, SLEEVING AND VALVES INDICATED ON DRAWING ARE DIAGRAMMATIC ONLY. ADJUST LOCATIONS AS NECESSARY. DO NOT OVERSPRAY ONTO PAVED SURFACES. 6. MAINLINE SHALL BE BURIED AT A DEPTH OF 24" BELOW FINISH GRADE. LATERAL ONES SHALL BE BURIED TO A DEPTH OF 18" BELOW FINISH GRADE. 7. SLEEVE UNDER ALL PAVED SURFACES AND CONCRETE SIDEWALK. SEE IRRIGATION PLANS FOR LOCATION OF PVC SLEEVING, SLEEVING SHALL BE 2 TIMES THE DIAMETER OF THE INSERT PIPE AND WIRES. 8. CONTROLLER WIRES SHALL BE TAPED TO IRRIGATION MAIN OR LATERAL UNES WHERE POSSIBLE. IF NOT AVAILABLE, WIRES TO CONTROLLER SHALL BE PLACED IN 1" /1.5' SLEEVE, USE 3M DBY SPLICE KITS. 9. ALL EQUIPMENT SHALL BE AS SPECIFIED OR APPROVED EQUAL SYSTEM IS SPECIFICALLY DESIGNED FOR IRRIGATION EQUIPMENT SHOWN ON PLANS AND SUBSTITUTION WILL REQUIRE REDESIGN AND RECALCULATION OF IRRIGA110N ZONES. 1" QUICK COUPUNG VALVE ON BRASS NIPPLE OR TEE FOR WINTERIZATION 6" MIN. DEPTH PEA GRAVEL SUMP NOTE: INSTALL ASSEMBLY IN ACCORDANCE WITH CURRENT CITY STANDARDS. DOUBLE CHECK VALVE ASSEMBLY NTS 3 F DCVA #2 VALVE BOX WITH LOCKING COVER FLUSH WITH FINISH GRADE APPROVED DOUBLE CHECK VALVE FINISHED GRADE COMPACT BACKF1LL BRASS UNION, TYP. PRESSURE MAIN CONNECT TO METER BRICK SUPPORTS, TYP. EACH CORNER PRESSURE REDUCING VALVE (IF REQUIRED) } F P L LIC WORKS DEP T_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked Proi enn Proi dir field bk no by OF DF LG KO( date 062015 062015 062015 Xx KPQ 753911i Ave N Seaftla,WA98109 (206) 2861640 2932Jefferson Ave Tama, WA 98402 (253)627-0720 90% REVIEW SUBMITTAL S 144TH STREET PHASE II IRRIGATION SCHEDULE AND DETAILS .if no dat8' "' ibvi r • 35 43 file ea 140351RRDET.DWG scale 1• = 40 date 06/2015 t.;ommllnity C) velopment K:\PROJECTS\TUKWILA\14035 — S 144th St\DESIGN\Orowings\Contract\14035IRRDET.dwg 6/4/2015 8 18" MIN. COVER SIDE ELEVATION SECTION THROUGH MAIN UNE FINISHED GRADE VALVE BOX QUICK COUPLER (2) STAINLESS STEEL CLAMPS TO STAKE PVC NIPPLE 3' /4 REBAR STAKE 360' PVC TRIPLE SWING JOINT PVC PRESSURE MAIN PVC TEE OR ELBOW WITH THREADED OUTLET QUICK COUPLER 360' PVC TRIPLE SWING JOINT PVC THREADED TEE AT MAINLINE PVC THREADED TEE AT MAINLINE NOTES: ALL FITTINGS AND PIPE TO BE SAME DIA. AS IPS FEMALE CONNECTION OF QUICK COUPLER. QUICK COUPLING VALVE NTS BARBED POLYETHYLENE ELBOW FINISHED GRADE I II II II III —I 1 PVC 90' ELBOW PVC PIPE, THREADED SCH 80, NIPPLE LENGTH AS REQ. PVC PRESSURE MAIN PVC THREADED ELBOW OR TEE MASTER SHUT OFF VALVE NTS FINISHED SURFACE OF PAVEMENT OR CURB SPRINKLER FLUSH WITH GRADE FINISHED GRADE TYPICAL FLEXIBLE RISER NTS PUBLIC WORKS i i T_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * PVC TEE OR ELBOW PVC LATERAL UNE BARBED POLYETHYLENE ELBOW 1/2' DIA. X 12. MIN. POLYETHYLENE FLEX PIPE designed drawn checked proj eng proj dir field bk no by DF DF LG XXX date 06/2015 06/2015 06/2015 XX IKPQ 75391h Ave N Seattle, WA 98109 (206) 286.1640 2502 Jefferson Ave Tacoma, WA 96402 (253) 627-0720 VALVE BOX MASTER SHUT OFF VALVE PVC NIPPLE, DIA. OF VALVE, MIN. 4' LONG SCHEDULE 80 REDUCER (SxTH) SCHEDULE 80 UNION, TV,. PVC PRESSURE MAIN TO FLOW SENSOR 4' MIN. PEA GRAVEL BRICK SUPPORTS, TYP. EACH CORNER 90% REVIEW SUBMITTAL FINISHED GRADE III1I IIII (IIIII IIi� PVC 90' ELBOW PVC PIPE, THREADED SCH 80, NIPPLE LENGTH AS REQ. PVC PRESSURE MAIN PVC THREADED ELBOW OR TEE AUTOMATIC CONTROL VALVE NTS S 144TH STREET PHASE II IRRIGATION DETAILS VALVE BOX AUTOMATIC CONTROL VALVE PVC NIPPLE, DIA. OF VALVE, MIN. 4' LONG SCHEDULE 80 REDUCER (SxTH) SCHEDULE 80 UNION, TYP. PVC LATERAL LINE 4' MIN. PEA GRAVEL BRICK SUPPORTS, TYP. EACH CORNER r-- it �i fir r 5 K: p.: ; �,, f ji`' -' y it i.+� •,.b JUN 122015 no clog rr' its�bii 0 mont 36 43 file no 51RRDET.DWG scale 1'140340' date 06/2015 T� J \ \PROJECTS\TUKV LA\14035 — S 144th St\DESIGN\Drowings\Contract\14035LPN.dwg 6/4/2015 8:33 PLAN 0 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES OPLANTER AREA; INSTALL 18" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP. 02 EXISTING PLANTER AREA, CLEAR AND GRUB ALL PLANT MATERIAL WORK WITHIN TREE PROTECTION FENCING SHALL BE DONE BY HAND UNDER SUPERVISION OF ENGINEER. INSTALL TOPSOIL TYPE A TO DEPTH REQUIRED BRING FINISH GRADE TO 3" BELOW SIDEWALK AND INSTALL 2" BARK OR WOOD CHIP MULCH, TYP. 0 EXIS11NG TREE TO REMAIN, SAVE AND PROTECT PER DETAIL SHEET 39. 0 BACK OF WALK RESTORATION, TBD. 0 MODULAR WEILAND, SEE DETAIL SHEET 7. SEE SHEET 39 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES. E /5--doo ' PUBLIC WORKS DEP T_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked prof eng prof dir field bk no by CS cS LG date 06/2015 06/2015 06/2015 IKPQ 7539NAve N 2502Jefferson Ave Seale, Tacoma WA96402 (206)265.1640 (253)627.0720 w,ewpp.cae 90% REVIEW SUBMITTAL S 144TH STREET PHASE II LANDSCAPE PLAN STA 10+00 TO STA 14+50 ,,.- 7-I'. 4 no dat)22015 37 43 file no 14035LPN.DWG scale 1'=40' date 06/2015 1 Community Development . J �\ PLAN 0 10 20 40 SCALE IN FEET PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked prof eng prol dir fieldbkno by cs cs LG 60 date 06/2015 062015 062015 KPQ 753Mks N 2502Je0cvemAve Sesae,WA98109 Tamma,WA08402 (206)286-1640 (253)627-0720 vArtkpg.com 90% REVIEW SUBMITTAL CONSTRUCTION NOTES 0 PLANTER AREA; INSTALL 18" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP. OEXISTING PLANTER AREA, CLEAR AND GRUB ALL PLANT MATERIAL WORK MITHIN TREE PROTECTION FENCING SHALL BE DONE BY HAND UNDER SUPERVISION OF ENGINEER. INSTALL TOPSOIL TYPE A TO DEPTH REQUIRED BRING FINISH GRADE TO 3" BELOW SIDEWALK AND INSTALL 2" BARK OR WOOD CHIP MULCH, TYP. 0 EXISTING TREE TO REMAIN, SAVE AND PROTECT PER DETAIL SHEET 39. 0 BACK OF WALK RESTORATION, TBD. % MODULAR WETLAND, SEE DETAIL SHEET 7. SEE SHEET 39 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES. S 144TH STREET PHASE II LANDSCAPE PLAN STA 14+50 TO STA 18+50 no date revisions CC ter, Development 38 43 file no 14035LPN.DWG scale 1' = 40' date 062015 PRELIMINARY PLANT SCHEDULE SYMBOL BOTANICAL NAME/ COMMON NAME OTY SIZE REMARKS STREET TREE /'� ( } �✓ T1 GINKGO BILOBA 'MAGYAR'/ MAGYAR GINKGO 15 2.5' CAL 12'-14' HT. B&B, WELL —BRANCHED ACCENT TREE 0 T2 CORNUS KOUSA X NUTTAWI 'KN4-43'/ STARUGHT DOGWOOD 10 2.5" CAL 12'-14' HT. B&B, WELL —BRANCHED SHRUBS 410) S1 DAPHNE TRANSATLANTICA 'BLAFRA'/ ENERNAL FRAGRANCE DAPHNE 17 2 GALLON CONT FULL & BUSHY /1►. ter S2 BERBERIS THUNBERGII 'GENTRY/ ROYAL BURGUNDY BARBERRY 84 2 GALLON CONT FULL & BUSHY t j S3 SPIRAEA JAPONICA 'WALBUMA'/ MAGIC CARPET SPIREA 64 2 GALLON CONT FULL & BUSHY S4 CALLUNA WLGARIS 'SPRING TORCH'/ SPRING TORCH HEATHER 70 2 GALLON CONT FULL & BUSHY O S5 TEUCRIUM CHAMAEDRYS/ WALL GERMANDER 85 2 GALLON CONT FULL & BUSHY ORNAMENTAL GRASSES G1 PENNISETUM ALOPECUROIDES 'LITTLE BUNNY/ LITTLE BUNNY DWARF FOUNTAIN GRASS 137 1 GALLON CONT 24' 0.C. TRI. SP. TYP. GROUNDCOVERS GC1 VERONICA PEDUNCULARIS 'GEORGIA BLUE'/ GEORGIA BLUE SPEEDWELL 235 1 GALLON CONT 18' 0.C. TRI. SP. TYP. v GC2 GEUM 'MANGO LASSI'/ MANGO LASSI AVENS 300 1 GALLON CONT 18' 0.C. TRI. SP. TYP. TRUNK TREE STAKE STAKING PLAN PREVAIUNG WIND TREE STAKE ROOT BALL TREE PLANTING NOTES: 1. TREE PIT SHALL NOT BE LESS THAN (3) TIMES ROOT BALL DIA. 2. CUT ALL 11ES AND REMOVE BURLAP FROM ROOT BALL; REMOVE ALL PLASTIC AND ?WINE. 3. BACKFILL TOPSOIL AROUND ROOT BALL IN 6" UFTS AND UGHTLY RECOMPACT EACH LIFT; AFTER BACKFILUNG; WATER IN ROOT BALL TO SETTLE THE SOIL NON—ABRASIVE RUBBER TREE TIES 2" DIA. WOOD STAKE; STAKES SHOULD BE LOCATED OUTSIDE OF ROOT BALL AND SHALL NOT INTERFERE WITH PERMANENT BRANCHES ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE; TOP OF ROOT BALL SHALL BE FLUSH MATH FINISHED GRADE 4" SOIL BERM ABOVE ROOT BALL SURFACE; BERM SHALL BEGIN AT ROOT BALL EDGE 2' BARK OR WOOD CHIP MULCH; KEEP AWAY FROM TREE TRUNK FINISHED GRADE TOPSOIL TYPE A CONCRETE SIDEWALK ROOT BARRIER, TYP. SCARIFY SUBGRADE PRIOR TO TOPSOIL INSTALLATION RECOMPACT SUBGRADE BELOW ROOT BALL TO PREVENT SETTLING TYPICAL DECIDUOUS TREE PLANTING DETAIL NTS TREE TRUNK ROOT BALL CEMENT CONCRETE CURB SECTION BALI TYPICAL ROOT BARRIER DETAIL NTS • ROOT FLARE SHALL BE LOCATED ABOVE GROUND UNE; TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE 4' SOIL BERM ABOVE ROOT BALL SURFACE; BERM SHALL BEGIN AT ROOT BALL EDGE FINISH GRADE 2' BARK OR WOOD CHIP MULCH; KEEP AWAY FROM TREE TRUNK RECOMPACT TOPSOIL BELOW ROOT BALL TO PREVENT SETTUNG SCARIFY SUBGRADE PRIOR TO TOPSOIL INSTALLATION TYPICAL SHRUB/GROUNDCOVER PLANTING DETAIL NTS SPECIFIED' , SPACING, TYP. O / SIDEWALK/ ADJACENT EDGE PLANTER AREA CURB TYPICAL GRASS/GROUNDCOVER SPACING DETAIL NTS BARK OR WOOD CHIP MULCH CEMENT CONCRETE SIDEWALK ROOT BARRIER, TYP. TOPSOIL TYPE A CEMENT CONCRETE CURB ROOT BARRIER, TYP. PLANTER AREA OR SEEDED LAWN, SEE PLANS ROOT BARRIER, TYP. CEMENT CONCRETE SIDEWALK GENERAL NOTES 1. ALL PLANT MATERIALS SHALL MEET THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI 260.1 OR MOST CURRENT VERSION. 2. PLANT, MAINTAIN AND WARRANTY AS PER SPECIAL PROVISIONS. 3. DO NOT SUBSTITUTE SPECIES WITHOUT THE APPROVAL OF THE ENGINEER. 4. ALL PLANTED AREAS TO RECEIVE 18' TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP. 5. ALL DISTURBED AREAS NOT BEING PLANTED OR SEEDED SHALL RECEIVE 2' BARK OR WOOD CHIP MULCH, TYP. 6. STREET TREES SHALL MEET WSDOT STANDARD "STREET TREE GRADE' SPECIFICATION. \\ 1. SIX FOOT HIGH HIGH—VISIBIUTY FENCE SHALL BE PLACED AT DRIPUNE OF TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE 1REE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER 1' IN DIAMETER DAMAGED DURING CONSTRUCTION; MAKE A CLEAN, STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED VATH SOIL AS SOON AS POSSIBLE 3. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILE OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE OMITS OF THE FENCING. 4. PORTIONS OF THE CHAIN LINK FENCE MAY BE MOVED 1/3 INTO THE DRIP UNE IF UNABLE TO PROTECT ENTIRE DRIP UNE AREA. THIS IS ONLY PERMITTED FOR 1'-0" MAX TO UMIT OF GRADING REMOVABLE 6' HT CHAINUNK TREE PROTECTION FENCING /%/\,\//////\ \\%j SEE NOTE 2 \/\/\\ \\ , EXCAVATION ZONE, } PORTIONS OF THE DRIP UNE AREA THAT ARE IN CONFLICT WITH CONSTRUCTION1110 ACTIVITIES BASED UPON ENGINEER'S APPROVAL 5. ALL TREES NOTED FOR REMOVAL SHALL BE APPROVED BY ENGINEER PRIOR TO III - START OF CONSTRUCTION ACTIVITIES. 6. ALL TREES TO REMAIN WITHIN CLEARING AND GRUBBING OMITS, SHALL BE TAGGED FOR APPROVAL BY ENGINEER, PRIOR TO START OF CONSTRUCTION ACTIVITIES. 7. MAINTAIN FENCING IN PLACE UNTIL THE CITY AUTHORIZES REMOVAL OR A FINAL APPROVAL IS ISSUED. 8. SIGNS SHALL BE ATTACHED TO THE TREE PROTECTION FENCING STATING THAT THE TREE IS DESIGNATED FOR PROTECTION AND THE AREA INSIDE OF THE FENCE IS NOT TO BE DISTURBED UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM • THE ENGINEER. TREE PROTECTION DETAIL NTS PUSLIC WORKS DEPT_ * ENGINEERING*STREETS *WATER* SEWER*BUILDING* by date designed CS 06/2015 drawn CS 06/2015 checked LG 06,2015 prof eng proj dir field bk no KPQ 753 911Ave N Seeds, WA 98109 (206) 266.1610 ww.kygmm 2502 Owen Ave Tacoma, WA98002 (253) 621-0720 90% REVIEW SUBMITTAL S 144TH STREET PHASE II LANDSCAPE SCHEDULE AND DETAILS e J UN 22015 v 39 43 file no 14035LPNDET.DWG scale 1' . 40 Do (SmnitYlqPf'3, Development date 06/2015 10+67 .-i 3 10+61 2 F11+44 S 144TH ST OO N PLAN 0 10 20 40 SCALE IN FEET 60 v- w z 1- L._ GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNEUZATION. 2. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIF1CATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION", 2014. 3. ALL RELOCATED SIGNS SHALL HAVE NEW POSTS AND POST BASES, INSTALLED PER CITY OF TUKWILA STANDARD PLAN RS-14. 4. ALL SIGNS TO REMAIN SHALL BE PRESERVED AND PROTECTED. CHANNELIZATION LEGEND n DOUBLE SOUD YELLOW UNE PER CITY OF TUKWILA STANDARD PLAN I I RS-13. 51 DOUBLE SOLID WHITE UNE PER CITY OF TUKWILA STANDARD PLAN RS-13. ri PLASTIC TRAFFIC ARROW TYPE 2SL PER WSDOT STANDARD PLAN I I M-24.40-01. n PLASTIC STOP UNE, 24" 1WDE. I-1 PLASTIC CROSSWALK LINE PER CITY OF TUKWILA STANDARD PLAN RS-19. n 4" WIDE PLASTIC WHITE EDGE UNE. PLASTIC BICYCLE LANE SYMBOL PER WSDOT STANDARD PLAN 7 M-9.50-02. n 4" WIDE PLASTIC WHITE DASHED UNE. E4" WHITE PAINT LINE. SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 11+49.32 25.75' RT SPEED OMIT 25 MPH RELOCATE - ATTACH TO POLE S2 11+64.03 34.25' LT "VIDEO SURVEILLANCE" RELOCATE - ATTACH TO POLE S3 11+90.61 22.52' LT "N0 TRESSPASSING" REMOVE S4 10+93.23 25.75' RT R3-17: BIKE LANE, 24" X 18" NEW - ATTACH TO POLE S5 12+76.14 28.33' RT 10' WOOD BLANK REMOVE S6 13+65.10 18.38' LT W11-2: PEDESTRIAN CROSSING, 30" X 30" NEW S6A 13+65.10 18.38' LT W16-7p: DOWNWARD ARROW, 24" X 12" NEW S7 13+67.96 21.41' RT W11-2: PEDESTRIAN CROSSING, 30" X 30" NEW - ATTACH TO POLE S7A 13+67.96 21.41' RT W16-7p: DOWNWARD ARROW, 24" X 12" NEW - ATTACH TO POLE S8 13+68.69 44.22' LT STOP TO REMAIN S9 14+04.27 39.48' LT DEAD END TO REMAIN S10 14+27.14 22.42' LT PED CROSSING REMOVE S11 14+29.44 23.87' RT PED CROSSING REMOVE S12 14+37.73 28.62' RT "RESERVED PARKING" REMOVE S13 14+36.53 37.68' RT "RESERVED PARKING" TO REMAIN S14 14+11.08 33.34' RT "RIVERTON TERRACE" TO REMAIN S15 13+75.15 47.63' RT SPEED OMIT 5 MPH TO REMAIN PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING* by designed ODB drawn ODB checked NJD date 062015 06.2015 06.2015 prof eng proj dir field bk no KPG 753911)AveN Seattle, WA 98109 (206)298.1610 w tkpg.am 2802 Jertume Ave Tzars, WA 98402 (25 627-0720 90% REVIEW SUBMITTAL S 144TH STREET PHASE II CHANNELIZATION & SIGNING PLAN STA 10+00 TO STA 14+50 n0 ddtE'' ` rib.sion6 01 Community Development [ 40 43 file no 14035CHN,DWG scale 1" date 062015 r1 gs\Contract\14035CHN.dwg 6/4/2015 6:34 A K:\PROJECTS\TUKVALA\14035 — S 144th St\DESIGN\Oro --- S 444TH-ST — 16. L ith El 0 e• felp PLAN 0 10 20 40 60 SCALE IN FEET PUBLIC WORKS D.EPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked by ODB 0D8 NJD date O6/2015 06/2015 06/2015 Prot eng proj dir field bk no 17+32 KPG 75390i Ave N Seatle,WA98109 (206) 285-1640 2502 Jefferson Ave Tamra, WA 98402 (253)627-0720 90% REVIEW SUBMITTAL GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION', 2014. 3. ALL RELOCATED SIGNS SHALL HAVE NEW POSTS AND POST BASES, INSTALLED PER CITY OF TUKWILA STANDARD PLAN RS-14. 4. ALL SIGNS TO REMAIN SHALL BE PRESERVED AND PROTECTED. CHANNELIZATION LEGEND n DOUBLE SOLID YELLOW LINE PER CITY OF TUKWILA STANDARD PLAN I IRS-13. ❑2 DOUBRS-13.LE SOID WHITE LINE PER CITY OF TUKWILA STANDARD PLAN n PLASTIC TRAFFIC ARROW TYPE 2SL PER WSDOT STANDARD PLAN I I M-24.40-01. �4 PLASTIC STOP LINE, 24" WIDE. aPLASTIC CROSSWALK LINE PER CITY OF TUKWILA STANDARD PLAN RS-19. © 4' WIDE PLASTIC WHITE EDGE LINE. PLASTIC BICYCLE LANE SYMBOL PER WSDOT STANDARD PLAN 7 M-9.50-02. E4' WIDE PLASTIC WHITE DASHED LINE. �9 4' WHITE PAINT LINE. 17,T1PLASTIC ACCESS PARKING SPACE SYMBOL PER WSDOT STANDARD PLAN M-24.60-04. SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S16 16+73.26 24.00' LT R3-17: BIKE LANE, 24" X 18" NEW - ATTACH TO POLE S17 14+99.27 27.23' LT 'END SCHOOL ZONE" RELOCATE S18 15+63.42 19.00' LT PED CROSSING RELOCATE S18A 15+63.42 19.00' LT 150 FT REMOVE S18B 15+63.42 19.00' LT 200 FT NEW S19 14+96.88 19.31' RT SCHOOL SPEED 20 RELOCATE S20 15+85.90 19.00' RT PED CROSSING/150 FT RELOCATE S21 17+34.81 24.37' RT STOP/4 WAY REMOVE S22 17+57.35 51.50' LT STOP/4 WAY REMOVE S23 17+51.56 68.03' LT 1 HR PARKING TO REMAIN S26 18+34.57 17.94' LT STOP/4 WAY REMOVE S27 17+99.78 47.61' RT STOP/4 WAY REMOVE S28 17+38.78 43.35' LT FOSTER LIBRARY TO REMAIN S 144TH STREET PHASE II CHANNELIZATION & SIGNING PLAN STA 14+50 TO STA 18+50 ,..... �?ap11fr'i1 " sty no "d 41 43 file no 14035CHN.DWG scale 1'=40 date 06/2015 Community �; :velopment S0, gs\Contract\14035R0W.dwg 6/4/2015 8:34 AM K:\PROJECTS\TUKWILA\14035 — 5 I44th St\DESIGN\Dro S5' S0• r of L CITY OF TUKWILA 152304-9092 11+0o S 144TH ST 12+00 1 1 I CITY OF TUKWILA 004000-0180 CITY OF TUKWILA 004000-0194 PLAN CITY OF TUKWILA 155420-0005 13+00 CITY OF TUKWILA CITY OF TUKWILA CITY OF TUKWILA 004000-0191 10 20 40 60 SCALE IN FEET PUBLIC WORKS D_EP T_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked by ODB ODB NJD date 062015 06/2015 062015 Prof eng Proi dir field bk no 004000-0196 IKPQ 75390h Are N Sea(Ge, WA 96103 (256) 236-1640 ww.33)g.caa 2502 Jefferson Are Tawma, WA 96402 (253)627-0720 004000-0198 14+00 r I I 0 KC HOUSING AUTHORITY 004000-0205 L — — MATCH LINE STA 14+50 SHEET 43 LEGEND 30' EXISTING RIGHT OF WAY WIDTH EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE EXISTING BUILDING PROPOSED RIGHT OF WAY — — PROPOSED SIDEWALK EASEMENT OWNERSHIPS AND AREAS (SQ. FT.) NO. NAME TAX ID TOTAL AREA * RIGHT OF WAY REMAINDER SIDEWALK EASEMENT 1 KC HOUSING AUTHORITY 004000-0205 24067 1317 22750 * PER KING COUNTY ASSESSOR 90% REVIEW SUBMITTAL S 144TH STREET PHASE II RIGHT OF WAY PLAN STA 10+00 TO STA 14+50 cite l 2 42 43 file n0 14035R0W.DWG scale r _ 4P date 06/2015 Community velopment gs\Contract\14035ROW.dwg 6/4/2015 8:34 AM 0 VI v N MATCH LINE STA 14+5 CITY OF TUKWILA 155420-0034 15+00_ 16+00 0 KING CO LIBRARY SYSTEM 152304-9013 S 144TH ST /, — — — 0 17+00___ VARIES 30' LEGEND TUKWILA SCHOOL DIST 152304-9108 EXISTING RIGHT OF WAY _ 18+00_ _ 19 0 QUANG T LE 004000-0210J EXISTING RIGHT OF WAY 0 NGUYEN COI+ MINH LE 004000-0215 PLAN 0 10 20 40 SCALE IN FEET LE THUC 004000-0220) 60 STING RIGHT —OF WAY-- MARTIN SAM M + EREDULIN 1004000-0335I 30' EXISTING RIGHT OF WAY WIDTH EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY EXISTING PROPERTY UNE EXISTING BUILDING PROPOSED RIGHT OF WAY — — PROPOSED SIDEWALK EASEMENT OWNERSHIPS AND AREAS (SQ. FT.) NO. NAME TAX ID TOTAL AREA * RIGHT OF WAY REMAINDER SIDEWALK EASEMENT 2 QUANG T LE 004000-0210 36843 997 35846 3 NGUYEN COI & MINH LE 004000-0215 10124 290 9834 4 KING CO LIBRARY SYSTEM 152304-9013 50094 114 49980 192 * PER KING COUNTY ASSESSOR /�— OoO PUBLIC WORKS DEP T_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked by 0DB 0DB NJO date 01/2015 01/2015 01/2015 prof eng proj dir field bk no IKPG 7539NAve N Sea08,WA98109 (206) 286.1640 waipg.ma ?502Je15xe%Ave Tacoma, WA 92402 (253)E21-0720 90% REVIEW SUBMITTAL S 144TH STREET PHASE II RIGHT OF WAY PLAN STA 14+50 TO STA 18+50 _* 1` 1 43 43 file n0 14035R0W.DWG iuNe 1 scale r - 40' date 06/2015 / uommunfty Development