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18-101352
oCITY OF 1 Federal Way C L'n";ar"ed ,i4 oppor wir i iy FILE DETERMINATION OF NONSIGNIFICANCE (DNS) AND ADOPTION OF EXISTING ENVIRONMENTAL DOCUMENT Military Rd S and S 2981h St Compact Roundabout FILE No:18-101352-00-SE Proposal: The project proposes to construct a compact roundabout at the intersection of Military Road South and South 298"' Street in Federal Way. The project will reduce vehicle speeds providing a traffic calming benefit to the corridor throughout the day. Drainage and illumination features will be installed, including catch basins, pipes, and luminaires. Proponent: City of Federal Way Public Works Department Street Systems Project Engineer, Christine Mullen, P.E., 253-835-2723 Location: Intersection of Military Road South and South 2981h Street Title of document being adopted: NEPA Categorical Exclusion Documentation Form — Military Rd & S 298"' Compact Roundabout Project. Date adopted document was prepared: November 16, 2017 Description of document being adopted: NEPA Categorical Exclusion Documentation Form If the document being adopted has been challenged (WAC 197-11-630), please describe: N/A The document is available to be read at: City of Federal Way City Hall, 33325 8th Avenue South, WA 98003; 8:00 AM to 5:00 PM, Monday through Friday, except holidays. The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment, and an environmental impact statement (EIS) is not required under RCW 43.2 1 C. 03 0(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by 5:00 p.m. on May 18, 2018. We have identified and adopted this document as being appropriate for this proposal after independent review. The document meets our environmental review needs for the current proposal and will accompany the proposal to the decision -maker. Name of agency adopting document: City of Federal Way Staff contacts: Associate Planner Becky Chapin, 253-835-2641 (SEPA) Unless modified by the city, this determination will become final following the above comment deadline. Any person aggrieved of the city's final determination may file an appeal. Anyone may appeal this determination to the Federal Way City Clerk (address below), no later than 5:00 p.m. on June 8, 2018, by a written fetter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. Responsible Official: Brian Davis Title: Community Development Director Address: 33325 8`' Avenue South, Federal Way, WA 98003 Phone: 253-835-2612 Date Issued: Maya 2018 Signature: cD 'C CC O CD CD O O r- C.O N� o'er Cp v❑a c Z H �^ o o� 5" ,4c am❑ CD O ice ❑ a r C] � ❑ a � � CDH '� CD C '� CAD 0-4 .� CDcn CD Ua O oil ::_g CD `C 0 0+ w 0� Q Qr ar 0-4 a � CD p 'C3 ""�"{7 *doCD CD CD CDCL CD CD O O CL C4 CD coo to UQ CD f p q 0 E� Z rr� CD cCD o CO N 5;, O O Q G Q 2 O CD CL �C r°h CAD BCD CAD nT�Zn = n�C�pp7ZO'��C7 C?r-�v�.ec dS DR ^o".li C w =m = O O p:a CaK m .a z rt�1 CD a. mr�S rp .n. coN.m-.mfc� �K_a0 ymm o: ��O v0m Col O O fo 0 .8 Z o� O Tv O 7 w to 2r �, Cn g r,y O D 70 OC a y �j Cfl7 m y Cl m =a - A wCC C g O "O_ Dow C4 .�-.^ d`2 c-rw m c O.. co- g � 3 0 �, rr�n �O o o �m -0z Co = C � O - m°n c� C') �y m am nr^ o C ... D 3 Q N N S?. x C .-. y w CO m �v' a ca N 0� Z O - o- _, p c c a x 2 q D oNi A.O•.o•eQi�% Nm mom-. 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W `< -{ �• G O CY sw C m m ma H v. ni ci LO HOC O � WVix O �� � 6-8 to r- a w O O n ov H `C �o m a o r o o f• c ro o b �w3 mo�cor.��n�p o � <cn m 0 0 c n co, m BCD �3 m nc° o K In m•a a v.tiy X�ya N' W� cTv O Q rorcQ n y v O N Q 1 S_ y w ��mYl�,o 0 0 000�0� CL G O c _.. `° `c o• m n p 0 w m �-Ow o �'•c� w n mCD m =m d c 3 y c n y C_ Wm.0 m Q n7 aoCOi� 3_ �ggc o� o Wy4 g B r m g c6 � P+ cn m - G _w R Becky Chapin From: michael Welchs Family <welchfamily45@hotmail.com> Sent: Wednesday, May 16, 2018 5:19 PM To: Becky Chapin Subject: Comments on Proposed Military Rd Roundabout Project Ms. Chapin; Before the Comment Period expires, I want to give You My input on this Project. I'm a Homeowner off Military Rd. and 298th St. in the Hunters Glen Development whose House backs off Military, so I can hear North bound Road Traffic build from around 5:15AM to 7:45AM most days with the exception of Sunday. The Afternoon South bound Road Traffic appears to increase volume from 2:45PM right thru the dinner hour to 6:3013M. I believe given the Road grade it will appear North bound Traffic goes faster because it's downhill, while South bound Traffic has to overcome the grade coming uphill. I also believe by implementing a Traffic Circle at the corner of 298th St will back North bound Traffic as far back as the controlled Intersection of 304th St. , while the length of Military Rd. does not present a problem to South bound Afternoon Traffic. I would like to hear of a solution from the City to improve the sight lines in the North bound Traffic Lanes to a Blind Curve situation probably 500 to 800 feet North from the Entrance to Camelot Trailer Park on Military Rd. in the North bound Traffic Lanes. At the Apex of the Blind Curve is a Family Home and Driveway partially hidden by Vegetation and Trees. That to Me is more worthy of attention by the City and deserving of reducing potential Traffic accidents. Thank You for Your Time & Attention to this matter. Michael K. Welch i Becky Chapin From: Jennifer Wojciechowski <jwojciec@fwps.org> Sent: Friday, May 11, 2018 2:49 PM To: Becky Chapin Cc: Sally McLean; Mike Benzien; Paul Vang; Michelle Turner Subject: RE: Military Rd S and S 298th St Compact Roundabout Attachments: Military Rd S and S 298th St Compact Roundabout— File No. 18-101352-00-SE Response Letter.pdf Good afternoon, Ms. Chapin. Please find the attached letter with our comments on the proposed compact roundabout at the intersection of Military Road South and South 2981" Street. I did not see any indication of scale for the proposed traffic calming device. Without that information, our biggest concern is if it will accommodate the turning radius of our largest buses without the necessity of utilizing a truck apron. Thank you for the opportunity to comment on this project. I am available for further conversation or clarification regarding our concerns. Respectfully, Jennifer Wojciechowski Student and Demographic Forecaster Business Services Federal Way Public Schools 33330 8t" Avenue South Federal Way, WA 98003 (253)945-2071 phone (253)941-0442 fax iwo0ciec fw s.or Click here to ]earn about FWPS Career Opportunities FEDERAL WAY PUBLIC SCHOOLS aact� SCwl4r: A, A Aevam, A BRIGHT fuWra From: Tamara Fix [ma ilto:Tamara.Fix cii offederalwa .com] Sent: Thursday, May 3, 2018 8:48 AM To: 'separegister@ecy.wa.gov'<se are ister ec .wa. ov>;'ramin.pazooki@wsdot.wa.gov' <ramin. azool(i wsdot.wa. ov>; eharris@psrc.org;'perry.weinberg@soundtransit.org' < err .weinber soundtransit.or >; 'tvaslet@piercetransit.org' <tvaslet iercetransit.or >; Gordon Goodsell <g_ordon.goodsell@southkingfire.or >;'planning@kentwa.gov' <plannin _ kentwaovov>; 'reviewteam@commerce.wa.gov' <reviewteam commerce.wa.goovv>; karen wafter _ muckleshoot.nsn.us; 'sepa@pscleanair.org' <se a scleanair.or >; 'gary.kriedt@kingcounty.gov' <gary.kriedt@kingcounty.goy>; david.korthals kin count . ov; plan sreview kingcounty.gov_; Jennifer Wojciechowski <jwoiciec@fwps.org>; h customerservice wsdot.wa. ov;'bra ndon.reynon@puyalluptribe.com' <brandon.re non _ puyalluptribe.com>; FEDERAL WAY PUBLIC SCHOOLS Becky Chapin, Assoicate Planner Planning Department, City of Federal Way 33325 81h Ave S Federal Way WA 98003 RE: Military Rd S and S 298th St Compact Roundabout — File No. 18-101352-00-SE Dear Ms. Chapin, w►r�l May 11, 2018 Federal Way School District recently received information on Military Rd S and S 298th St Compact Roundabout, a proposed traffic calming device. The project is located at Military Road South and South 298th Street. Under current boundaries, this intersection is in the boundaries for Wildwood and Valhalla Elementary Schools, Sacajawea and Kilo Middle Schools, and Thomas Jefferson and Federal Way High Schools service areas. School service areas are reviewed each year and necessary boundary changes may be made to accommodate enrollment increases. Student safety must be considered for all students. We ask that the City of Federal Way build the roundabout to accommodate a 40' school bus without necessity to utilize a truck apron. School buses driving on truck aprons put scholars at risk for injury as the bus tips. The tipping also places unnecessary stresses on the mechanics of the buses. We currently have approximately 18 large bus routes and 29 small bus routes traveling through this particular intersection carrying approximately 1,500 scholars to and from school every school day. All planning features that assure safe transportation for students are factors the district must consider as we comment on development within our service areas. The District appreciates the opportunity to comment on this proposed traffic calming device. Sincerely, t . Jennifer Wojciechowski Student & Demographic Forecaster cc: Sally McLean, Assistant Superintendent of Finance and Operations Paul Vang, Security and Safety Manager Mike Benzien, Executive Director of Operations Michelle Turner, Director of Transportation Each Scholar. A Voice. A Dream. A BRIGHT Future. 33330 8`h Avenue South, Federal Way, WA 98003 1 p.253.945.2043 I f.253.941.04421 www.fwps.org Becky Chapin From: Nick Martyn <seattle160@grnail.corn> Sent: Sunday, May 06, 2018 1:49 PM To: Becky Chapin Subject: Military Rd and S 298th St Compact Roundabout Hello Becky I live in the neighborhood where you want to install roundabout. I dont know who did this determination but my family and my neighbors are absolutely against this idea. this is a bad business decision. installing roundabout will create massive traffic and military rd will become a parking lot. It will make impossible to come out of my neighborhood. my family and my neighbors - total of 16 people are voting against unnecessary waste of public money. Nick Martyn Homeowner Hunter Glenn Community 2963 S. 29th Place Federal Way WA 98003 Ph. 206.235.9929 E-mail: seattle160 mail.com Proposal: CITY OF Federal Way Centered on Opportunity NOTICE DETERMINATION OF NONSIGNIFICANCE (DNS) - AND ADOPTION OF EXISTING ENVIRONMENTAL DOCUMENT Military Rd S and S 298th St Compact Roundabout FILE No: 18-101352-00-SE Theyroject proposes to construct a compact roundabout at the intersection of Military Road South and South 298 Street in Federal Way. The project will reduce vehicle speeds providing a traffic calming benefit to the corridor throughout the day. Drainage and illumination features will be installed, including PUGET SOUND PROJECTs saaim 5t catch basins, pipes, and luminaires. 31 a noN Proponent: City of Federal Way Public Works Department Location: Intersection of Military Road South and South 298th Street Title of document being adopted: NEPA Categorical Exclusion Documentation Form — Military Rd & S 298th Compact Roundabout Project. Date adopted document was prepared: November 16, 2017 Ro 348TH Description of document being adopted: NEPA Categorical VICINITY MAP Exclusion Documentation Form If the document being adopted has been challenged (WAC 197-11-630), please describe: N/A The document is available to be read at: City of Federal Way City Hall, 33325 8th Avenue South, WA 98003; 8:00 AM to 5:00 PM, Monday through Friday, except holidays. The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment, and an environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by 5:00 p.m. on May 18, 2018. We have identified and adopted this document as being appropriate for this proposal after independent review. The document meets our environmental review needs for the current proposal and will accompany the proposal to the decision -maker. Name of agency adopting document: City of Federal Way Staff contacts: Becky Chapin, Associate Planner, 253-835-2641, becky.chapin@cityoffederalway.com (SEPA) Street Systems Project Engineer, Christine Mullen, P.E., 253-835-2723 (Project) Unless modified by the city, this determination will become final following the above comment deadline. Any person aggrieved of the city's final determination may file an appeal. Anyone may appeal this determination to the Federal Way City Clerk (address below), no later than 5:00 p.m. on June 8, 2018, by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. Para acceder a una versi6n en espanol del Aviso de Determinacion de Impacto Significativo Nulo (DNS) para la rotonda compacta de Military Rd S y S 298th St., visite el sitio web de la ciudad en: hgp://www.cityoffederalway.com/node/1962. 01 z zl E1 zl SQF S 298th —E El � � o o zF� _zFzi �F°F = of (Determination of Non -Significance (DNS)) `F---;1 Oi P d )\I al °I AI �Jj 1�F01 E=_ Oil o 81N T^�' )\12: hqp://www.cilyoffederalway.com/node/i962. Published in the Federal Way Mirror on May 4, 2018. DEPARTMENT OF COMMUNITY DEVELOPMENT A�k 33325 8th Avenue South Federal Way WA 98003 CITY OF 253-835-7000; Fax 253-835-2609 www.cityoftederalway.com Federal Walff DECLARATION OF DISTRIBUTION r I, hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other was ❑ mailed ❑ faxed 2018. ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit DNS z�� Adoption of Existing Environmental Document K e-mailed and/or ❑ posted to or at each of the attached addresses on Project Name File Number(s) Signature $-/ b/ 3 6, Date S - — K:\CD Administration Files\Declaration of Distribution.doc/Last printed 1 /4/2018 12:02:00 PM Tamara Fix From: Tamara Fix Sent: Thursday, May 03, 2018 8:48 AM To: 'separegister@ecy.wa.gov'; 'ramin.pazooki@wsdot.wa.gov'; eharris@psrc.org; 'perry.weinberg@soundtransit.org'; 'tvasiet@piercetransit.org'; Gordon Goodsell; ' plan ning@kentwa.gov'; 'reviewteam@commerce.wa.gov'; karen.walter@muckleshoot.nsn.us; 'sepa@pscleanair:org'; 'gary.kriedt@kingcounty.gov'; david.korthals@kingcounty.gov; plansreview@kingcounty.gov; jwojciec@fwps.org; hgcustomerservice@wsdot.wa.gov;'brandon.reynon@puyalluptribe.com'; harold.taniguchi@kingcounty.gov; 'maint.roads@kingcounty.gov'; 'basbury@lakehaven.org'; dlathrop@desmoineswa.gov Cc: Christine Mullen Subject: Military Rd S and S 298th St Compact Roundabout Attachments: 20180503084651.pdf Attached is a DNS and associated documents related to the above -mentioned project. Please contact the Associate Planner, Becky Chapin, with any comments or questions at 253-835-2641 or beck chapinLeacit offederalwa .com. Tamara Fix Administrative Assistant 4��" f=eciera$ VVJY 33325 8th Avenue South Federal Way, WA 98003-6325 Phone:253/835-2602 Fax: 253/835-2609 www.cit offederalwa com DEPT OF ECOLOGY SEPA UNIT PO BOX 47703 OLYMPIA WA 98504-7703 sese pareglsterQecy. wa.gov RAMIN PAZOOKI WSDOT SOUTH KING COUNTY PO BOX 330310 SEATTLE WA 98133-9710 rami n. pazooki(a)wsdot. wa. q ov PSRC GROWTH MANAGEMENT DEPT 1011 WESTERN AVE #500 SEATTLE WA 98104-1040 eharris@psrc.org PERRY WEINBERG SOUND TRANSIT 401 S JACKSON ST SEATTLE WA 98104-2826 perry.weinberg .soundtransit,org TINA VASLET PIERCE TRANSIT PO BOX 99070 LAKEWOOD WA 98496-0070 tvasIet iercetransit.or SOUTH KING FIRE & RESCUE 31617 1 ST AVE S FEDERAL WAY WA 98003 cord on. good sell QSOILthkingflre.or CITY OF KENT ECON & COMMUNITY DEV 400 W GOWE ST STE 300 KENT WA 98032 plan n i nafcr7_kentwa. g ov REVIEW TEAM WA DEPT OF COMMERCE GROWTH MGT SERVICES PO BOX 42525 OLYMPIA WA 98504-2525 reviewtearn cornmerce.wa. ov MUCKLESHOOT INDIAN TRIBE FISHERIES DIVISION ENVIRONMENTAL REVIEWER 39015 172ND AVE SE AUBURN WA 98092 karen.walter muckleshoot.nsn.us ATTN SEPA REVIEW PUGET SOUND CLEAN AIR AGENCY 1904 3RD AVE STE 105 SEATTLE WA 98101-3317 sepaCcDoscleanair.org GARY KRIEDT KING COUNTY TRANSIT DIV ENV PLANNING MS KSC-TR-0431 201 S JACKSON ST SEATTLE WA 98104-3856 g@rv.knedt(g)kingcc)un!y.gov DAVID KORTHALS METRO TRANSIT 201 S JACKSON ST KSC-TR-0413 SEATTLE WA 98104-3856 david.korthais kin count . ov piansreview .kingcounty.go_v TANYA NASCIMENTO FWPS 33330 8T" AVE S FEDERAL WAY WA 98003 as ' o W 'o�C, G C � �� • a r� WA ST DEPT TRANSPORTATION PO BOX 47300 OLYMPIA WA 98504-7300 h cu5tomerservice@wsdot.wa.gov BRANDON REYNON PUYALLUP TRIBE OF INDIANS HISTORIC PRESERVATION DEPT 3009 E PORTLAND AVE TACOMA WA 98404 brand on. re non u allu trsbe.com KING CO TRANSPORTATION 201 S JACKSON ST KSC-TR-0815 SEATTLE WA 98104 harold.tan i uchi Qkingcount . ov KING CO ROADS DIVISION COUNTY ROADS ENGINEER 155 MONROE AVE NE RENTON WA 98056 maint.roads kin count . ov BRIAN ASBURY LAKEHAVEN UTILITY DIST PO BOX 4249 FEDERAL WAY WA 98063 basbury(c lakehaven.org CITY OF DES MOINES 21630 11T" AVE S DES MOINES WA 98198 dlathropp,desmoineswa.gov City of Federal Way Street Systems Project Engineer, Christine Mullen, P.E., Christine.mullen@cityoffederalway.com I CITY OF�� Federal Way cente:,ed orf Opportunity DETERMINATION OF NONSIGNIFICANCE (DNS) AND ADOPTION OF EXISTING ENVIRONMENTAL DOCUMENT Military Rd S and S 298th St Compact Roundabout FILE No: 18-101352-00-SE Proposal: The project proposes to construct a compact roundabout at the intersection of Military Road South and South 298"' Street in Federal Way. The project will reduce vehicle speeds providing a traffic calming benefit to the corridor throughout the day. Drainage and illumination features will be installed, including catch basins, pipes, and luminaires. Proponent: City of Federal Way Public Works Department Street Systems Project Engineer, Christine Mullen, P.E., 253-835-2723 Location: Intersection of Military Road South and South 298"' Street Title of document being adopted: NEPA Categorical Exclusion Documentation Form — Military Rd & S 298`1' Compact Roundabout Project. Date adopted document was prepared: November 16, 2017 Description of document being adopted: NEPA Categorical Exclusion Documentation Form If the document being adopted has been challenged (WAC 197-11-630), please describe: N/A The document is available to be read at: City of Federal Way City Hall, 33325 8"' Avenue South, WA 98003; 8:00 AM to 5:00 PM, Monday through Friday, except holidays. The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment, and an environmental impact statement (EIS) is not required under RCW 43.21 C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by 5:00 p.m. on May 18, 2018. We have identified and adopted this document as being appropriate for this proposal after independent review. The document meets our environmental review needs for the current proposal and will accompany the proposal to the decision -maker. Name of agency adopting document: City of Federal Way Staff contacts: Associate Planner Becky Chapin, 253-835-2641 (SEPA) Unless modified by the city, this determination will become final following the above comment deadline. Any person aggrieved of the city's final determination may file an appeal. Anyone may appeal this determination to the Federal Way City Clerk (address below), no later than 5.00 p.m. on .tune 8, 2018, by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. Responsible Official: Brian Davis Title: Community Development Director Address: 33325 8"' Avenue South, Federal Way, WA 98003 Phone: 253-835-2612 Date Issued: Ma 3. 2018 Signature: �l A�� CIT Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www.cit offederalwa .corn DECLARATION OF DISTRIBUTION l hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice 19 Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other was X mailed ❑ faxed A �3L— 2018. ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit Adoption of Existing Environmental Document ❑ e-mailed and/or ❑ posted to or at each of the attached addresses on Project Name ��� ► 1 t�_� File Number(s) 1 Signature GG•�- 4- S -)924-'s -A) 315 Date 5 _3 -/(? K:\CD Administration Files\Declaration of Distribution.doc/Last printed 1 /4/2018 12:02:00 PM Proposal: CITY OF Federal Way Centered on Opportunity NOTICE DETERMINATION OF NONSIGNIFICANCE (DNS) AND ADOPTION OF EXISTING ENVIRONMENTAL DOCUMENT Military Rd S and S 2981h St Compact Roundabout FILE No: 18-101352-00-SE The project proposes to construct a compact roundabout at the intersection of Military Road South and South 298`1' Street in Federal Way. The project will reduce vehicle speeds providing a traffic calming benefit to the corridor throughout the day. Drainage and H illumination features will be installed, including PUGET SOUND PROJECT catch basins, pipes, and luminaires. �� L°GATtON Proponent: City of Federal Way Public Works Department Location: Intersection of Military Road South and South 298`h Street Title of document being adopted: NEPA Categorical Exclusion Documentation Form — Military Rd & S 298"' Compact Roundabout Project. Date adopted document was prepared: November 16, 2017 0) R6ni Description of document being adopted: NEPA Categorical VICINITY MAP Exclusion Documentation Form s .vtan+ 5- If the document being adopted has been challenged (WAC 197-11-630), please describe: N/A The document is available to be read at: City of Federal Way City Hall, 33325 8'h Avenue South, WA 98003; 8:00 AM to 5:00 PM, Monday through Friday, except holidays. The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment, and an environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by 5:00 p.m. on May 18, 2018. We have identified and adopted this document as being appropriate for this proposal after independent review. The document meets our environmental review needs for the current proposal and will accompany the proposal to the decision -maker. Name of agency adopting document: City of Federal Way Staff contacts: Becky Chapin, Associate Planner, 253-835-2641, becky.chapin@cityoffederalway.com (SEPA) Street Systems Project Engineer, Christine Mullen, P.E., 253-835-2723 (Project) Unless modified by the city, this determination will become final following the above comment deadline. Any person aggrieved of the city's final determination may file an appeal. Anyone may appeal this determination to the Federal Way City Clerk (address below), no later than 5:00 p.m. on June 8, 2018, by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. Para acceder a una versi6n en espanol del Aviso de Determinacidn de Impacto Significativo Nulo (DNS) para la rotonda compacta de Military Rd S y S 298th St., visite el sitio web de is ciudad en: http://www.ci!yoffe leralway.com/node/1962. 01 °0' i'_I Ed al E = SQF S 298`" —A E El � i o � o � �F� 17,F �� AF °F � of (Determination of Non -Significance (DNS)) of Oi� E ilo14 T A' )\I 2: http://www.cityoffederalwqy.com/node/1 Al z4 °�I �F 01 Published in the Federal Way Mirror on May 4, 2018. City of Federal Way SEPA Mailing for Military Rd S @ 298th St Map Date: August, 2010 City of Federal Way Gis Division P,O. Box 9718 33325 8th Ave S. Federal Way Wa. 98063 (206) - 835 - 7000 www.cilyoffederalway.com Legend CITY OF King County Tax Parcels N Federal Way Notification Boundary 0 150 300 This map is intended for use as a graphical representation only. 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OF WASH. 30004 28TH PL S 25400 74TH AVE S FEDERAL WAY WA 98003 KENT WA 98032 6680400290 8680400180 8680400480 TRAN THANH+LE LUC BAINS DAVINDER S+CHARANJEET FEDERAL WAY CITY OF 30348 24TH PL S 2964 S 296TH ST 33325 8TH AVE S FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 6602500040 LANDIN EDWARD E & ANGELA R 2810 S 299TH PL FEDERAL WAY WA 98003 947760TR-D 7965000380 7263200040 CUMMINGS MOLLY A FEDERAL WAY CH OF CHRIST 30014 28TH AVE S 30012 MILITARY RD S FEDERAL WAY WA 98003 FEDERAL WAY WA 98002 8680400320 8660400260 BENG VONGDARA WELCH MICHAEL K+WELCH MARIA 2969 S 296TH ST 2947 S 296TH PL FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 CAMELOT SQUARE INC 3001 S 288TH FEDERAL WAY WA 98003 DUONG MAI TRAM T 2973 S 296TH ST FEDERAL WAY WA 98003 BAI ZHENGLONG 13035 87TH AVE NE KIRKLAND WA 98037 0421049155 8680400330 7683800014 I`_tiquettes d'adresse Easy Peel® Allez a averyca/gabarits : Pat: averycom/patents i Repliez b la hachure afin de reveller le rebord Pop-up® i Utilisez le Gabarit Avery 5160 1 i' � 5160® i Easy PeeF®Addr�ess Labels Go to avery.com/templates : • {�� �� ' I Bend along line to expose Pop-up Edge® i Use AveryTemplate 5150 i 947760TR-C 8680400030 SORIANO EDNA C+AMADO A 29854 30TH AVE S FEDERAL WAY WA 98003 7984900210 RIDGEWAY CAROL Y 30005 28TH PL S FEDERAL WAY WA 98003 IMTIAZ SONIA+AHMAD + OMAR 2624 S 296TH PL FEDERAL WAY WA 98003 8680400340 SENGPRASEUTH KYLE P+KHANTY 2987 S 296TH ST FEDERAL WAY WA 98003 kicluettes d'adresse Easy Peel® Allez a averyca/gabarits � Pat:averycom/patents i Repliezhlahachureafinderdv6lerlerebordPop-up® i Utilisez le Gabarit Avery 5160 1 DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003 CITY OF Way253-835-7000; Fax 253-835-2609 Federal www.ciiycff6derolway.com DECLARATION OF DISTRIBUTION w I� hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ❑ Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit �( Adoption of Existing Environmental Document was ❑ mailed ❑ faxed X e-mailed and/or ❑ posted to or at each of the attached addresses on IVY — 2018. Project Name l� File Number(s) % 6�' r� Signature Date 5 `12-1 K:\CD Administration Files\Declaration of Distribution.doc/Last printed 1 /4/2018 12:02:00 PM Tamara Fix From: Linda Mills <lmills@kentreporter.com> Sent: Wednesday, May 02, 2018 4:16 PM To: Tamara Fix Subject: Re: Military Rd DNS Attachments: 2127667.PDF Hi Tamara, I have received your notice (re:DNS Military Rd S & S 298th Roundabout) to be published in the Federal Way Mirror on Friday May 4, 2018. Please try to stick with the noon on Wednesday deadline. But know in case of emergencies you have until 9am the next day. Classifieds calculates how much room they need at noon and send it out to the paper. When a late ad comes in they have recalculate and resend their numbers. A copy of the notice is attached. Thank you, Linda Linda Mills Legal/Public Notice Advertising - Obituary Representative Auburn, Bellevue, Bothell/Kenmore, Covington/Maple Valley/Black Diamond, Issaquah/Sammamish,Kent, Kirkland, Mercer Island, Redmond and Renton Reporters, Federal Way Mirror, Seattle, Weekly, Snoqualmie Valley Record, and Okanogan Valley Gazette -Tribune Direct:253-234-3506 Internal:36027 Fax:253-437-6016 19426 68th Ave. S., Ste A, Kent, WA 98032 Map Print Rates Online Rates Media Kit Sound Info On Wed, May 2, 2018 at 3:25 PM, Tamara Fix <Tainara.Fix cit offederalwa .comma wrote: Please publish the following legal notice (Military Rd DNS, 18-101352) in Friday's (May 3, 2018) issue. Please confirm and issue an affidavit of publication. CITY OF t Federal Way NOTICE This DNS is issued under WAC 197-11-.i40(2); the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by 5:00 p.m. on May 18, 2018. We have identified and adopted this document as being appropriate for this proposal after independent review. The document meets our environmental review needs for the current proposal and will accompany the proposal to the decision -maker. Name of agency adopting document: City of Federal Way Staff contacts: Becky Chapin, Associate Planner, 253-835-2641, becky.cliapin@cityoffederalway.com (SEPA) Street Systems Project Engineer, Christine Mullen, P.E., 253-835-2723 (Project) Unless modified by the city, this determination will become final following the above comment deadline. Any person aggrieved of the city's final determination may file an appeal. Anyone may appeal this determination to the Federal Way City Clerk (address below), no later than 5:00 p.m. on .tune 8, 2018, by a written letter stating the reason for the appeal of the determination. You should be prepared to make specific factual objections. Para acceder a una versi6n en espanol del Aviso de Determinaci6n de Impacto Significativo Nulo (DNS) para la rotonda compacta de Military Rd S y S 298th St., visite el sitio web de la ciudad en: http://www,cityoffederal«Kay.com/node/I 962. 01 a E� a SQF S 298`h ,k zl1= i o o 2 )4� TzFS� �F°� z of (Determination of Non -Significance (DNS)) sF Oi d AI Z1 1�11 Al zIJ AF OI _E-= Oil 1, ` of N T dAI2:ha://www.ci!yoffederalway.com/riode/1962. Tamara Fix Administrative Assistant r� Federal Way 33325 8t" Avenue South Federal Way, WA 98003-6325 Phone:253/835-2602 Fax: 253/835-2609 www.ekoffederalway.com .com WAC 197-11-965 Adoption notice. NEPA Documented CE Military Rd S and S 298th St Compact Roundabout Project ADOPTION OF EXISTING ENVIRONMENTAL DOCUMENT %doption for (check appropriate box) P DNS F EIS r- other ............ Description of current proposal The Military Rd S / S 298th St Compact Roundabout project will construct a compact roundabout at the intersection in order to improve traffic operations and safety. The improvements include traffic calming, splitter islands, minor roadway widening, ADA curb ramps, illumination system, and possible utility relocations/adjustments. Proponent The project will be constructed by the City of Federal Way. Grant funding is provided by State Innovative Safety Program funding. Location of current proposal The project lies entirely within the City of Federal Way. The project is located at the intersection of Military Rd S and S 298th St. Title of document being adopted NEPA Categorical Exclusion Documentation Form — Military Rd S and S 298th Compact Roundabout Project Agency that prepared document being adopted City of Federal Way Date adopted document was prepared January 5, 2018 Description of document (or portion) being adopted NEPA Categorical Exclusion Documentation Form If the document being adopted has been challenged (WAC 197-11-630), please describe: Not Applicable The document is available to be read at (place/time) City of Federal Way City Hall. 8:00 AM to 5:00 PM, Monday through Friday, except holidays. We have identified and adopted this document as being appropriate for this proposal after independent review. The document meets our environmental review needs for the current proposal and will accompany the proposal to the decision maker. Name of agency adopting document City of Federal Way Contact person, if other than responsible official Phone Christine Mullen, P.E. (253) 835-2723 Responsible Official Phone Department of Community Development (253) 835-2643 Address City of Federal Way 33325 8th Avenue S Federal Way, WA 98003 Date Signature Robert "Doc" Hansen Planning Division Manager, Community Development Dept [Statutory Authority: RCW 43.21 C.110. 84-05-020 (Order DE 83-39). § 197-11-965, filed 2/10/84, effective 4/4/84.1 Page 1 K:\STREETS\PROJECTS\Military s 298\Environmental\SEPA\Adoption Notice - Adopt NEPA for SEPA.docx AMIL Washington State Department of Transportation NEPA Categorical Exclusion Documentation Form Federal Aid Project Number NEPA Start Date Intent of Submittal HSIP-1031(005) November 16, 2017 ❑ Preuminary ( Final ❑ Re -Evaluate Agency Project Title City of Federal Way Military Rd & S 298th Compact Roundabout Project County King Beginning Terminus: N/A Township(s): 21N ' Ending Terminus: N/A Range(s): 04E mks: N/A Section(s): SE 4 Part 1 - Project Description (Attach Vicinity Map) Construct a compact roundabout at the intersection of Military Rd S & S 298th St. Part 2 - Categorical Exclusion & STIP • Identify one CE from 23 CFR 771.117 (CE Guidebook -Appendix A) that fi the entire project 23(i)-Under $5 Mill XP;tach er 23 CFR Part 452(1) identify the subsequent project phase identified on he STEP? +� ROW ►� Construction op STIR page to the CE documentation form. NEPA Approval Signatures K� �_ - 1-. b &_ I / Local A A roving Authority Date Local Programs En mental Engineer Date Regional Local Programs Engineer Date Federal Highway Ad Inistration Dat Completed by (Print Official's Name): Telephone (include area code): Email address: Brian Chase, PE 1 206-267-1050 brian@kpg.com DOT Form 140-100 Page 1 Revised 92017 Part 3 - Permits, Approvals & Right of Way (ROW) Yes No Permit of Approval Yes No Permit of Approval ❑ ✓ Corps of Engineers ❑ Sec. 10 ❑ Sec. 404 ❑ ✓ Water Rights Permit ❑ Nationwide Type ❑ ✓ Water Quality Certification - Section 401 ❑ Individual Permit No. Issued by ❑ ✓ Coastal Zone Management Certification �__] ✓ Tribal Permits(s) (if any) ❑ ✓ Critical Areas Ordinance (CAO) Permit ✓ Other Permits (List) ❑ ✓ Forest Practices Act Permit ✓ ❑ Is ROW acquisition needed (excluding ❑ ✓ Hydraulic Project Approval temporary rights)? If yes, amount needed: 164 Sq Ft (acres/sq. R) ❑ ✓ Local Building or Site Development Permits ❑ ✓ Is relocation required? ❑ ✓ Local Clearing and Grading Permit ❑ v/ Has ROW (property and/or property interests) ❑ ✓ National Pollutant Discharge Elimination System been acquired for this project prior to the NEPA (NPDES) Baseline General for Construction start date? If yes, documentation demonstrating ❑ ✓ Shoreline Permit compliance with 23 CFR 710.501 may be ❑ ✓ State Waste Discharge Permit required. Contact your LPE and Environmental ✓ Plans Completed Engineer to determine whether additional ❑ TESC p documentation will be required. F_ ✓ Is a detour required? If yes, please attach detour information. U.S. Coast Guard Permitting - Does the project propose any new or modify any existing bridges or culverts crossing a waterway? ❑ Yes ✓ No - If yes, attach a copy of the jurisdictional determination email from the U.S. Coast Guard. Other Federal Agencies - Does the project involve any federal properties, approvals or funding from other/additional federal agencies? ❑Yes ✓ No If yes, please describe. Part 4 - Environmental Considerations Will the project involve work in or affect any of the following? Identify proposed mitigation. Attach additional pages or supplemental information if necessary. 1. Air Quality - Identify any anticipated air quality issues. Is the project exempt from Air Quality conformity requirements? ................................. ✓ Yes []No a. If Yes, identify exemption - please refer to Appendix G in the CE Guidebook for a list of exemptions. Intersection reconfiguration projects. b.Is the project included in the Metropolitan Transportation Plan?......... .................. ✓ Yes ❑ No If Yes, date Metropolitan Transportation Plan was adopted Updated 2015 c. Is the project located in an Air Quality Non -Attainment Area or Maintenance Area for carbon monoxide, ozone or PM 10?................................................... _ ...... _ .... ✓ Yes []No Page 2 DOT Forth 140-100 Revised 912017 Part 4 - Environmental Considerations 2. Critical and Sensitive Areas a. Is this project within a sole source aquifer? ................................ [:]Yes ✓ No If located within a sole source aquifer, is the project exempt from EPA approval? If Yes, please list exemption If no, date of EPA approval b. Will this project impact Species/Habitat other than ESA listed species? (If No, explain your answer) ................... I ........ ❑ Yes ✓ No The attached list from Fish and Wildlife shows no critical habitats within the project area. c.ls this project within one mile of a Bald Eagle nesting territory, winter concentration area or communal roost? ❑ Yes ✓ No If Yes, the local agency must go to the US Fish & Wildlife webs ite (http:llwww.fws.gov/pacific/ eagles and work through the Do I Need a Permit? section. d.Are wetlands present within the project area? ..................... . ............... . ... [ ] Yes ✓ No If yes, estimate the impact in acres Please attach a copy of the proposed mitigation plan. 3. Cultural Resources/Historic Structures - Identify any historic, archaeological or cultural resources present within the projects Area of Potential Effects. Does the project fit into any of the exempt types of projects listed in Appendix J of the CE Guidebook? (If Yes, note exemption below) ..................................................... ✓ Yes []No A-17 lane/shoulder/sidewalk widening, A-21 roadway widening If No: Date of DAHP concurrence: Date of Tribal consultation(s) (if applicable): Adverse effects on culturallhlstoric resources?......... ❑Yes ❑ No If Yes, date of approved Sechon106 MOA 4. Floodplains and Floodways a.ls the project located in a 100-yearfloodplain?........................................ ❑Yes ✓ No b.If Yes, is the project located within a 100-year floodway?................................ ❑ Yes []No c. Will the project impact a 100-year floodplain? (If Yes, -describe impacts.).... ................ ❑ Yes ✓ No DOT Form 140-100 Page 3 Revised 9/2017 Part 4 - Environmental Considerations I S. Hazardous and Problem Waste - Identify potential sources and types(s). a. Does the project require excavation below the existing ground surface? ................. . ✓ Yes ❑ No b. Will groundwater be encountered? ................................................ ❑ Yes ✓ No c. Will any properties be acquired as part of the is project? ... . ................ ........... ✓ Yes ❑ No d. Is this site located in an undeveloped area (i.e. no buildings, parking, storage areas or agriculture)? ..... ..................................................... ❑Yes ✓ No e. Is the project located within a one -mile radius of a known Superfund Site? ................. ❑ Yes ✓ No f. Is this project located within a'/: -mile radius of a site or sites listed on any of the following Department of Ecology databases? (if Yes, check the appropriate boxes below.) ............ ✓Yes ❑ No ✓ Voluntary Cleanup Program (VCP), State Cleanup Site (SCS), or Independent Cleanup Program (ICP) ❑ Underground Storage Tank (UST) ❑ Leaking Underground Storage Tank (LUST) ❑ Confirmed and Suspected Contaminated Sites List (CSCSL) g. Has site reconnaissance (windshield survey) been performed? .......................... of Yes ❑ No (Please identify any properties not identified in the Ecology or ERS database search as an attachment — name,address and property use). None h. Based on the information above and project specific activities, is there a potential for the project to generate, acquire or encounter contaminated soils, groundwater or surface water? .. ❑ Yes ✓ No Please explain: Project involves minor road widening, sidewalk, illumination and channelization. Ground disturbance will be minimal with deepest excavation for minor utility upgrades/relocations and installation of street lighting. Groundwater is unlikely to be encountered. All sites with potential to contribute contamination in the project vicinity have been identified and documented. These sites are not part of the project and no right of way will be acquired from listed sites/facilities. If you responded Yes to any of the following questions (5A— 5C, 5F and 5H), contact your Region LPE for assistance as a right -sized HazMatAnaiysis Report/Memorandum most likely will be required. 6. Noise a. Does the project involve constructing a new roadway? .... . ..... . ....................... ❑ Yes ✓ No b.Is there a change in the vertical or horizontal alignment of the existing roadway? ............. ❑ Yes ✓ No c. Does the project increase the number of through traffic lanes on an existing roadway? ... _ .... ❑ Yes ✓ No d.Is there a change in the topography? ...................................... . ........ El Yes ✓ No e. Are there auxiliary lanes extending 11/ miles or longer being constructed as part of this project?. [:]Yes ✓ No f. If you answered Yes to any of the preceding questions, identify and describe any potential noise receptors within the project area and subsequent impacts to those noise receptors. Please attach a copy of the noise analysis if required. If impacts are identified, describe proposed mitigation measures. DOT Form 140-100 Revised 912017 Part 4 - Environmental Considerations 7. 4(f)/6(f) Resources: parks, recreation areas, wildlife refuges, historic properties, wild & scenic rivers, scenic byways a. Please identify any 4(f) properties within the project limits and the areas of impacts. None b. Please identify any properties within the project limits that used funds from the Land & Water Conservation Fund Act. None c. Please list any Wild and Scenic Rivers and Scenic Byways within the project limits. None B. Agricultural Lands - a.Are there agricultural lands within 300 feet of the project limits? ........... .. ... ❑Yes ✓ No If Yes, please describe impacts. b.Are impacted lands considered to be unique and prime farmland? ................... .... [] Yes ✓ No If Yes, date of project review by Natural Resource Conservation Service (NRCS) II. Rivers, Streams (continuous or intermittent) or Tidal Waters a. Identify all waterbodles within 300 feet of the project limits or that will otherwise be Impacted. There are no waterbodies withing 300 feet of the project limits. However, there is a unnamed stream i that is tributary to the Green River approximately 750-feet north. Ultimately, a portion of the storm drainage from this project will discharge into this unnamed stream. b. Identify stream crossing structures by type. N/A DOT Form 140-100 Page 5 Revised 9/2017 Part 4 -Environmental Considerations _ 10. Tribal Lands - Identify whether the project will occur within any Tribal lands, including reservation, trust and fee lands. Please do not list usual and accustomed areas. None 11. Water Qualltyl5tormwat:er a. Will this project's proposed stormwater treatment be consistent with either WSDOT's HRM, DOE's stormwater management manual for easternlwestern Washington or a local agency equivalent manual?.... V' Yes ❑ No If No, explain proposed water quality/quantity treatment for the new and any existing impervious surface associated with the proposed project. b. Amount of existing impervious surface within the project limits: 0.67 acres c. Net new impervious surface to be created as a result of this project- 0.11 acres 12. Previous Environmental Commitments Describe previous environmental commitments that may affect or be affected by the project - If any. None DOT Form 140-100 Page 6 Revised 9/2017 Part 4 - Environmental Considerations 13. Environmental Justice Does the project meet any of the exemptions noted in Appendix L of the NEPA CE Guidebook?.. ❑ Yes ✓ No If Yes, please note the exemption and appropriate justification in the space below. If No, are minority or low-income populations located within the limits of the projects potential impacts?............................................................ .. ✓ Yes ❑ No If No, attach appropriate data to support findings. If Yes, describe impacts and attach appropriate supporting documentation. Findings should be confirmed using at least two information sources. Please refer to the NEPA CE Guidebook for more information. DOT Fann 140-100 Page 7 Revised 9/2017 Part 5 - Biological Assessments and EFH Evaluations 1. Do any listed species potentially occur in the projects action area and/or is any designated critical habitat present within the project's action area? (If No, attach species listings.)........................7 Yes ,/ No 3. Does the project involve 2. Will any blasting, pile driving, construction concrete sawing, rock - work occur within drilling or rock -scaling 0.26 mile of any of activity within one mile of Affected ESA Listed Species the following? any of the following? Oregon Spotted Frog proposed critical habitat or suitable habitat? U Yes ✓ No ❑Yes ✓ No Yellow -billed Cuckoo suitable habitat? LJ Yes ✓ No ❑ Yes ✓ No Spotted Owl management areas, designated critical habitat or ❑ Yes ✓ No ❑ Yes ✓ No suitable habitat? _ Marbled Murrelet nest or occupied stand, designated critical habitat ❑ Yes ✓ No ❑ Yes ✓ No or suitable habitat? Western Snowy Plover designated critical habitat? OYes ✓ No LJ Yes ✓ No Is the project within 0.25 mile of marine waters? If Yes explain ❑Yes ✓ El ✓ potential effects on Killer Whales and on Marbled Murrelet . No Yes No foraging areas. Killer Whale designated critical habitat? OYes ✓ No ❑ Yes ✓ No Grizzly Bear suitable habitat? ❑ Yes ✓ No ❑ Yes ✓ No Gray Wolf suitable habitat? Yes ✓ No D Yes ✓ No Canada Lynx habitat? Yes ✓ No ❑ Yes ✓ No Columbia White-tailed Deer suitable habitat? Yes ✓ No Oyes ✓ No _ Woodland Caribou habitat? ❑ Yes ✓ No LJ Yes ✓ No Streaked Horned Lark designated critical habitat or suitable habitat? Yes ✓ No LJ Yes ✓ No Taylor's Checkerspot designated critical habitat or suitable habitat? Ll Yes ✓ No LJ Yes ✓ No Mazama Pocket Gopher designated critical habitat or ❑ Yes ✓ No ❑ Yes ✓ No suitable habitat? Eulachon designated critical habitat or suitable habitat? Yes ✓ No Yes ✓ No Rockfish proposed critical habitat or suitable habitat? Yes ✓ No LJ Yes ✓ No A mature coniferous or mixed forest stand? ✓ Yes U No ✓ Yes LJ No 4. Will the project involve any in -water work? .......................... . ...................❑ Yes ✓ No 5. Will any construction work occur within 300 feet of any perennial or intermittent waterbody Yes ✓ No that either supports or drains to waterbody supporting listed fish? ............................❑ 6. Will any construction work occur within 300 feet of any wetland, pond or lake that is connected to Yes ✓ No any permanent or intermittent waterbody? ...................... . ........................❑ 7. Does the action have the potential to directly or indirectly impact designated critical habitat Yes ✓ No for salmonids (including adjacent riparian zones)? ...................................... .❑ 8. Will the project discharge treated or untreated stormwater runoff or utilize water from Yes Of No a waterbody that supports or drains into a listed -fish supporting waterbody? ....................❑ ✓ ❑ 9. Will construction occur outside the existing pavement? If Yes go to 9a.............. I .......... Yes No 9a. Will construction activities occurring outside the existing pavement involve clearing, grading, ✓ ❑ filling or modification of vegetation or tree -cutting? ........................................ Yes No 10. Are there any Federally listed Threatened or Endangered plant species located within the project limp'? Yes ✓ No If Yes, please attach a list of these plant species within the action area .......... . .............. LJ ✓ ❑ 11. Does a mature coniferous or mixed forest stand occur within 200' of the project site? ............. Yes No DOT Form 140-100 Page 8 Revised 912017 Analysis for No Effects Determination - If there are any Yes answers to questions in Part 5, additional analysis is required. Attach additional sheets if needed. Project work is located in a developed urban area adjacent to Military Rd S. It will not occur near a wetland and does not have the potential to affect listed species or habitats. Project involves minor road widening, curb and gutter, sidewalk, illumination and channelization. Erosion and Sediment Control Best Management Practices (BMP's) will be installed prior to any land disturbing activities. These include silt fencing, catch basin inserts, erosion control blanket, and other measures as necessary. Analysis for RRMP ESA 4(d) determination for NMFS - A local agency must be certified by the Regional Road Maintenance Forum to utilize 4(d). Maintenance Category (check all that apply) ❑ 1. Roadway Surface ❑ 6. Stream Crossings ❑ 11. Emergency Slide/Washout Repair ❑ 2. Enclosed Drainage Systems ❑ 7. Gravel Shoulders ❑ 12. Concrete ❑ 3. Cleaning Enclosed Drainage Systems ❑ 8. Street Surface Cleaning ❑ 13. Sewer Systems El 4. Open Drainage Systems ❑ 9. Bridge Maintenance ❑ 14. Water Systems ❑ 5. Watercourses and Streams ❑ 10, Snow and Ice Control ❑ 15_ Vegetation Describe how the project fits in the RRMP 4(d) Program: Effect Determinations for ESA and EFH If each of the questions in the preceding section resulted in a "No" response or if any of the questions were checked "Yes," but adequate justification can be provided to support a "no effect" determination, then check "No Effect". If this checklist cannot be used for Section 7 compliance (i.e., adequate justification cannot be provided or a "may effect" determination is anticipated), a separate biological assessment document is required. NMFS USFWS EFH Determination ✓ No Effect I / S/ J /S I ✓ No Adverse Effect ,❑ NLTAA- Date of Concurrence / / l L� Adverse Effect - ❑ LTAA- Date BO issued Date of NMFS concurrence ❑ RRMP 4(d) ! �O NotApplicable Part 6- FHWA Comments ,nT Fnnn 1 An-1 nn Revised 9/2017 S 298th St & Military Rd S Compact Roundabout PL N Q S 288 STco N Q S 288 PL S 288 AVA- W GuINE- u7 LON VERB PL a � PL 2,69 a a. Pt. _] p.RTHiJR Et S 291 S S f N �ti�G lI S297 a) 1ST 290 N ?r0 P�CSLOT1 sr > a w Q6 Fit] S29?ST S A S tS Q 295 N J Q a N N S 298 ST S 299 a ST a 300 ST IS 301 ST S 301 PL PL Q N Q c"1t N N 292 2 �G� �, •+r S *P ST pO N 0 Qa s 64y x ?p�p SIR GAa 04hiTESURv DR co4 gib ST Q V Project Area 5 ��,� a N — — C "' S 298 ST Cl) co N a 298 ST a N S 299 S 299 SI ST Q N S 300 ST r 301 ¢ a ST d J N N .� 302 N 7 S 301 ST 302 ST N ST 11011 S 302 PL X J J J � CV)� to S 304 o N N N N N ST � � adpr2l UI 5 R:lsleceydFilee to nrovo to Use(s1PWARkkP1298 nrillary_compacl_roundaboul mnd Map Dele: duty 2018 city of Federal Way GIS Division 33325 81h Ave S Federal Wax WA 98003 263-836-71100 vvww alyolfed8Mlwey.mm S 288 ST to a M S 290 ST S 290 ST S 291 ST ST 91 S S 292 292 ST ;:ST Q toS293ST a vl, Q fn M M . J M (� N .294 S 294 S " 295 ST '!ST S 295 S 295 PL iI S 296 ST i1 V1 iJ� Qv a cn ¢ 1!P � M Q A rn S 298 PL ! S 299 ST 6300 PL S 299 PL S S a. 301 PL S 302 PL Federal > Way t» M � .,^..� P.A.A. Q. Legend O City Limits Q l_: Potential Annexation Area a Scale: N 0 0 125 026 Miles A Federal Way This map is intended for use as a graphical representation, The City of Federal Way makes no warranty as to its accuracy. f dog R o0I co a| ° �c ) A a` . U. LU�2 � k 0 � $ � 2 ■ — § Z. G C4 a z a az k N \ ) a o §�f _ � e z � � � • 9 k cm � k -; 2 af$ 8 U) c / aa.3 $ ? LZ 0.1 I I«a ° 00 § � ) k 2 � 2 IL 2 2 \ 5 § k = § z ) 3 IL CL �4 u- ILLL o k § k k �2CD az � ■ f \ U. § u _ § § 2 k k en :0 C - enCO $ 0 § ( R 2 cc \ N � 4 7 . I IL � t Of3 EL 01 o. o, k § Ia _ U� C). � .9 B ia � a 1— \ 'nor.-'"'".� L ��. -•.cr } r e• jo S• ti. lei I Lr s■ dIVz ' S �Ay.iiS[is i I? Ts.. &p7 •Cyr+A•-�a � �,� .� � _ . '� . � .i � f' '3 y r. ti S Aj%V.L1 £ r ra s ... qr .iiAd•4il 1. 16 st s J JF1f `II i. �.. 1 � ,it,�•A'+sS Sri �• 4 r{j' +f I r rs.wnp.psrt�-•—•- -�� • dopr to 10 kilt, Z 10 slat �.—s —vmLo7, IY r x S d Vlb , .► r ■ ti"Oh�aIF% �, . -4f w doom wq u�.. + 1 ■ rL `M L a .. Arr .liti . •L 'F' W •..� jr t aV& # "s United States Department of the Interior 1 FISH AND WILDLIFE SERVICE ` W Washington Fish And Wildlife Office 510 Desmond Drive Se, Suite 102 Lacey, WA 98503-1263 Phone: (360) 753-9440 Fax: (360) 753-9405 hJtg:9www ,.fws.e v1 In Reply Refer To: November 06, 2017 Consultation Code: 0 1 EWFWOO-201 8-SLI-0 161 Event Code: OIEWFW00-2018-E-00317 Project Name: Military Rd and S 298th Compact Roundabout Subject: List of threatened and endangered species that may occur in your proposed project location, and/or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, and proposed species, designated and proposed critical habitat, and candidate species that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. The species list is currently compiled at the county level. Additional information is available from the Washington Department of Fish and Wildlife, Priority Habitats and Species website: ]itt,n://wcifw.wa.Lov/m%il2l2inv-/ph�L or at our office website: http;Jlwww. f ws,p.ov!wafwQ/species ncaw.htmi. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. 11/06/2017 Event Code: 01 EWFW00-2018-E-00317 A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c)). For projects other than major construction activities, the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether or not the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12. If a Federal agency determines, based on the Biological Assessment or biological evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species, and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: littp://www.fws. vienciangeiv(Vesa-librarv/12dfrFOC-G.-LOS,PDF Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 U.S.C. 668 et seq.). You may visit our website at 1 www ' /gagle/fo information on disturbance or take of the species and information on how to get a permit and what current guidelines and regulations are. Some projects affecting these species may require development of an eagle conservation plan: ( Iw' 1 ). Additionally, wind energy projects should follow the wind energy guidelines (htLp:i/www.l*ws.gQv/Wjntlelie[Lyy)for minimizing impacts to migratory birds and bats. Also be aware that all marine mammals are protected under the Marine Mammal Protection Act (MMPA). The MMPA prohibits, with certain exceptions, the "take" of marine mammals in U.S. waters and by U.S. citizens on the high seas. The importation of marine mammals and marine mammal products into the U.S. is also prohibited. More information can be found on the MMPA website: littl2://www.rimf:5.noua,gi2v/aL/lawsll'nm We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Related website: National Marine Fisheries Service: littp7//www.nwr.iio;ia4L).v/protected-spg:Qicsisilecies-lisi/sp��,cir�i-lists,hLmI Attachment(s): ■ Official Species List 11106/2017 Event Code 01 EWFW00-2018-E-00317 Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Washington Fish And Wildlife Office 510 Desmond Drive Se, Suite 102 Lacey, WA 98503-1263 (360) 753-9440 11106/2017 Event Code: 01 EWFW00-201 B-E-00317 2 Project Summary Consultation Code: OIEWFW00-2018-SLI-0161 Event Code: OIEWFW00-2018-E-00317 Project Name: Military Rd and S 298th Compact Roundabout Project Type: TRANSPORTATION Project Description: Construct compact roundabout at intersection of Military Rd and S 298th St. Construction expected summer 2019. Project Location: Approximate location of the project can be viewed in Google Maps: 11ttps://� www.go gzLe.coinha_apslp1 ce/47.33517819bU13IN122.2965864654U��W y drterbury it Counties: King, WA 11/06/2017 Event Code: 01 EWFW00-2018-E-00317 Endangered Species Act Species There is a total of 5 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. Mammals NAME STATUS North American Wolverine Gulo gulo luscus Proposed No critical habitat has been designated for this species. Threatened Species profile: c rr -v 1 •''S L13 Birds NAME STATUS Marbled Murrelet Brachyramphus marmoratus Threatened Population: U.S.A. (CA, OR, WA) There is final critical habitat for this species. Your location is outside the critical habitat. Species profile: I,N :rlv n� fwc u� kpJsncei ev1A4G7 Streaked Homed Lark Eremophila alpestris strigata Threatened There is final critical habitat for this species. Your location is outside the critical habitat. Species profile:Eivs,gO lecelsnccics17268 Yellow -billed Cuckoo Coccyzzu americanus Threatened Population: Western U.S. DPS There is proposed critical habitat for this species. Your location is outside the critical habitat. Species profile: 4rr„s_/n �•o� zYli;y;���'— 391 1 11/06/2017 Event Code: 01EWFW00-2016-E-00317 Fishes NAME STATUS Bull Trout Salvelinus confluentus Threatened Population: U.S.A., conterminous, lower 48 states There is final critical habitat for this species. Your location is outside the critical habitat. Species profile: 15Pies18212 Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. IKPG Interdisciplinary Design 3131 Elliott Avenue Suite 400 Seattle, WA 98121 P 1206.286.1640 www.kpg.com Date: November 6, 2017 TO: Project File FROM: Brian Chase, P.E. Project Engineer Phone 206-267-1050 SUBJECT: Military Rd & S 298`h Compact Roundabout Project — Environmental Justice Determination In compliance with the Presidential Executive Order 12898, DOT Order 5610.2 and FHWA Order 6640.23, an Environmental Justice Analysis was conducted for the Military Rd & S 298`h Compact Roundabout Project. The results of the EJ Decision Matrix show that a protected EJ population is present and right of way acquisition is required with this project. The analysis complies with approved WSDOT guidance and procedures. Project Description The project proposes to construct a compact roundabout at the intersection of Military Rd S and S 298`h St in Federal Way, WA. The project will reduce vehicle speeds providing a traffic calming benefit to the corridor throughout the day. The project is expected to reduce speeds and reduce collisions. Drainage and illumination features will be installed, including catch basins, pipes and luminaires. Demos>ra hies Data Table 1 summarizes 2010 census data for the area within 1/2 mile each side of centerline of the project. Table 1: Population by Race Minority Number of Persons Percentage White Alone 2,691 `Ib% Hispanic or Latino (of any race) 1,666 29% American Indian and Alaskan Native Alone or in Combination 80 1 % Black or African American Alone or in Combination 452 8% Asian Alone or in Combination 607 10% Native Hawaiian and Other Pacific Islander Alone or in Combination 132 2% Some Other Race Alone or in Combination 1,025 18% TOTAL POPULATION 5,834 -- Source: EJScreen web site Census 2010 Summary Report attached. Note: numbers have been adjusted to account for rounding. The closest elementary school is Wildwood Elementary School. The school demographic data is summarized in Table 2. Comparing each data set the percentages differ however they both verify that a protected EJ population is present. Differences could be caused by differences in school district boundaries and the census block group boundaries or also the fact that each data set is at least 5 years apart. Table 2: Wildwood Elementary School Demo ra hic Data Enrollment enta e White 60 0.2%His 757.5% anic or Latino 340 American Indian and Alaskan Native N/AN/A Black or African American 67 11.3% Asian 31 5.2% Native Hawaiian and Other Pacific Islander 38 6.4% Two or More Races 55 9.3% Free or Reduced — Price Meal Participation 513 84.8% Transitional Bilingual Education 271 44.8% Source: Washington State Office of Public Instruction Washington State Report Card website. Report attached. Note numbers have been adjusted to account for rounding. Proiect Effects There will be a reduction in vehicle accidents and safer pedestrian crossings through the construction of a compact roundabout at the intersection. The sizing of the compact roundabout instead of a traditional sized roundabout was selected in part to reduce any potential impacts to adjacent properties. There will be minor road widening to accommodate the footprint of the compact roundabout and right of way acquisition will be required on one property. The acquisition is a small sliver take of approximately 164 SF of the corner nearest to the intersection. This area represents 1.9% of the total 8,500 SF of the parcel and is in an area that is currently a grass lawn. The acquisition will be conducted in accordance with the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 as amended. The project will result in no relocations, no operational increase in noise, and no change to public transportation, or parking. Pedestrian and vehicle access will be maintained during construction. No detour will be required. Short-term increases in noise and dust will impact adjacent residences during construction, but these impacts are not highly adverse and will be mitigated through best management practices. Determination No minority or low-income populations have been identified that would be adversely affected by this project as determined above. Therefore, this project has met the provisions of Executive Order 12898, as it is supported by Title VI of the Civil Rights Act. BDC: bdc Attachments: Completed EJ Decision Matrix for Military Rd & S 298`h Compact Roundabout Project 2010 Census Summary Report 2011-2015 ACS Summary Report Wildwood Elementary School OSPI Washington State Report Card Summary Report Decision Matrix for Small Projects (CE/PCE/DCEs) EAs and EISs will require analysis — See the Decision Matrix for Complex Projects. The following step-by-step matrix uses a series of yes/no questions to determine if analysis is warranted for small projects that are unlikely to have environmental impacts (CEs/DCEs). Answer the questions using the best available existing environmental data and project description or design. 1. Are any protected populations present within the proposed limits of the projects impacts? Yes: Proceed to Question 2 No: document findings in ECS. Include demographic data (TSK 458-b). Findings must be confirmed by 2 data sources. 2. Does the proposed project: Yes No a. Require any right of way acquisition or relocations? b. Require any traffic detours during construction? Yes X No c. Result in any noise impacts to surrounding sensitive receptors, specific to affected populations present? Yes _X_ No d. Result in any air quality impacts? Yes No e. Result in changes in the existing access to the roadway, adjacent residences or businesses? Yes X No f. Divide the community, restrict access to services, or X affect the overall cohesion of the community? Yes No g. Result in, or increase exposure to, hazardous materials or other health effects? Yes _X_ No If you answered "YES" to any of the previous questions, documentation is required. Use Fi ure 458-tin the EPM to determine the appropriate level of documentation. If you answered "No" to all of the previous questions, proceed to Question 3. 3. Will the proposed project result in any other impacts to any known protected populations? Yes: Describe and analyze the proposed project's potential to result in impacts to the protected population as described in Chanter 4S8 and supoorting web Pa e. No: Document findings in ECS. No further analysis is required 1 WSDOT. ESO, NEPA/SEPA Compliance Last Updated: July 2013 ►c�`" EPA EJSCREEN Census 2010 Summary Report KW Location: User -specified linear location Ring (buffer):.5-mile radius Description: Summary Census 2010 Population 5,834 Population Density (per sq. mile) 5,908 Minority Population 3,143 % Minority 64% Households 1,839 Housing Units 1,922 Land Area (sq. miles) 0.99 % Land Area 98% Water Area (sq. miles) 0.02 % Water Area 2% Pnpt jiaticn by R;,rt Nt4mber Percent Total 5,834 --- Popplation Reporting One Race 5,470 94% White 3,173 54% Black 452 8% American Indian 80 1% Asian 007 10% Pacific Islander 132 2% Sonne Other Race 1,025 18% Population Reporting Two or More Races 364 6% Total Hispanic Population 1,666 28% Total Non -Hispanic Population 4,168 71% White Alone 2,691 46% Blade Alone 433 7% AM6 Ion Indian Alone 42 1 % Non -Hispanic Asian Alone 598 10go paaillc Islander Alone 126 2% Other Race Alone 11 0% hy0,or:More Races Alone 267 6% Population by Sex "lumber Percent. Male 2,894 50% Egmale' 2,94 500/0 Population by Age Number Yvc.ent Age 0.4 491 8% Age 0-17 1,079 20% Age 18+ 4,155 71% Age 65- 513 9% Hpusehold5;by- Uhft plumber Percent Tota 1 1,839 Owner Occupied 1,361 74% Renter Occupied 479 26% Data Note: Detail may not sum to totals due to rounding. Hispanic population can be of any race. Source: U.S. Census Bureau, Census 2010 Summary File 1. 1/1 ►r►EPA �"" EJSCREEN ACS Summary Report Location: User -specified linear location Ring (buffer): .5-mile radius Description: CAD Summary of ACS Estimates 2011 - 2015 Population 5,687 Population Density (per sq. mile) 5,752 Minority Population 2,973 % Minority 52% Households 1,906 Housing Units 2.005 Housing Units Built Before 19SO 77 Per Capita Income 28,543 Land Area (sq. miles) (Source: SF1) 0.99 % Land Area 98% Water Area (sq. miles) (source: SFi) 0.02 % Water Area 2% Population by Race Total Population Reporting One Race White Black American Indian Asian Pacific Islander Some Other Race Population Reporting Two or More Races Total Hispanic Population Total Non-Hispanlc Population White Alone Black Alone American Indian Alone Non -Hispanic Asian Alone Pacific lslanderAlone Other Race Alone TWo or More -Races Alone Population by Sex Male Female Population by Age Age 0-4 Age 0.17 Age 18+ Age 65+ 2011- 2015 percent MOE (t) ACS Estimates 5,687 100% 363 5,213 92% 1,182 3,611 64% 306 562 10% 234 5 0% 12 553 10% 154 159 3% 221 322 6% 255 473 8% 207 1,388 24016 288 4,299 2,714 48% 306 481 6% 187 5 0% 12 553 10% 154 159 3% 221 12 0% 32 375 7 % 199 2,878 51 % 256 2,809 49% 236 494 9% 145 1,544 27% 208 4,143 73% 247 632 11% 104 Data Note: Detail may not sum to totals due to rounding. Hispanic population can be of any race. N/A means not available. Source: U.S. Census Bureau, American Community Survey (ACSI 2011 - 2015. November 06, 2017 1/3 l►EPA EJSCREEN ACS Summary Report Location: User-speclfled linear location Ring (buffer): .5-mile radius Description: Population 25+ by Educational Attainment Total Less than 9th Grade 9th -12th Grade, No Diploma High School Graduate Some College, No Degree Associate Degree Bachelor's [Degree or more Population Age 5+ Years by Ability to Speak English Total Speak only English Non -English at Home'+2.3w 'Speak English "very well" 2Speak English "well" 'Speak English "notWell" °Speak English "not at all" ""Speak English "less than well" 2'3wSpeak English "less than very well" Linguistically Isolated Households' Total Speak Spanish Speak Other Indo-European Languages Speak Asian -Pacific Island Languages Speak Other Languages Households by Household Income Household Income Base r $15,001] $15,000 - $25,000 $25,000 - $50,000 $50,000 $75,000 $75,000 + Occupied Housing Units by Tenure Total Owner Occupied Renter Occupied Employed Population Age 16+ Years Total In Labor force Civilian Unemployed in Labor Force Not In Labor Force 2011- 2015 Percent ACS Estimates MOE (tj 3,594 100% 224 295 8% 91 294 8% 116 1,183 33% 135 1,252 35% 158 255 7% 100 569 16% 120 5,193 100% 331 3,285 63% 285 1,908 37% 252 1,077 21% 199 515 10% 108 268 5% 115 48 1% 110 316 6% 158 831 16% 170 139 100% 65 52 37% 41 19 14% 23 68 49% 54 0 0% 12 1,906 100% 110 160 8% 64 177 9% 67 499 26% 103 450 24% 105 619 32% 125 1,906 100% 110 1,364 72% 105 542 28% 110 4,350 100% 305 2.927 67% 237 275 6% 66 1,424 33"/6 174 Data Note: Detail may not sum to totals due to rounding. Hispanic population can be of any race. N/A means not available. Source: U.S. Census Bureau, American Community Survey (ACS) 2011 - 2015. "Households in which no one 14 and over speaks English "very well" or speaks English only. November 06, 2017 2/3 GEPA EJSCREEN ACS Summary ReportCM Location: User -specified linear location Ring (buffer): .5-mile radius Description: 2011- 2015 Percent MOE it) ACS Estimates Population by Language Spoken at Flame' Total (persons age 5 and above) 5,193 100% 331 English N/A N/A NIA Spanish N/A N/A NIA French NIA N/A N/A French Creole N/A N/A N/A Italian N/A N/A NIA Portuguese N/A NIA N/A German N/A N/A NIA Yiddish N/A N/A N/A other West Germanic NIA N/A N/A Scandinavian NIA N/A N/A Greek N/A N/A N/A Russian N/A N/A NIA PoRsh N/A NIA N/A Serbo-Croatian N/A N/A N/A Other Slavic N/A NIA N/A Armenian N/A N/A N/A Persian N/A N/A N/A Gujarathi N/A N/A N/A Hindi N/A N/A NIA Urdu N/A N/A N/A Otherindic N/A N/A N/A other Indo-European N/A N/A N/A Chirrioe NIA N/A NIA Japanese N/A N/A N/A Korean N/A NIA NIA Mon-Khmer, Cambodian N/A N/A NIA HrA01% N/A N/A N/A Thai N/A N/A N/A &eO*P N/A N/A N/A Vietnamese NIA N/A N/A Qei;ASFSn° N/A N/A N/A Tagalog NIA N/A N/A fhlter PaellYc Fslattd N/A N/A NIA Navajo N/A N/A N/A OtheeMOVe American N/A N/A N/A Hungarian N/A N/A N/A Arablc N/A N/A N/A Hebrew N/A N/A N/A African N/A N/A N/A Other and non -specified N/A N/A N/A Total Rion-Inghsh N/A N/A N/A Data Note: Detail may not sum to totals due to rounding. Hispanic population can be of any race. N/A means not available. Source: U.S. Census Bureau, American Community Survey (ACS) 2011 - 2015. 'Population by Language Spoken at Home is available at the census tract summary level and up. November 06, 2017 3/3 Washington State Report Caru Page 1 of 1 Wildwood Elementary School Principal Michael Swartz 2405 S 300TH ST FEDERAL WAY 98003-4225 Grade Span: PK-5 2539454400 (more info) Federal Way School District Select a year::2016-1i V 016-17 Results • •f, ;, :;,•+ Student Demographics Grade Level 93A ELA SBA Math are Graze 25.7% 26.a% tirrdc 19.6% 22.6% 33.7% 17.8% Enrollment October 2016 Student Count 591 May 2017 Student Count 5a5 GL•I1dCr o4tab-201.61 Grade Level MSP Science Male 15th Grad 33.7% Femala English Language Arts 100 80 m G(I G S 40 20 0 , '1(h Slh M 2014-15 SBA 2015-16 SBA i 201617 SBA Roce/Ethnicit Octolrer201rs] Hispanic 1 Latino of any raWS ,Asia,, Back / African American Native Hawauan 1 Other Pacific Islander White Two or More Races Sryccial Prngrtms Free or Reducad•Prke Meals (May 2417) Special Education (Ma 2017) TransitloNl Bilingual (May 2017) Migrant (May 2017) Section 504 (May 20171 PoSler Cara (May 2017) Utr,er lnformalion unexc05ed Ahcence RateS2016-17) Information on Homeless Students may be found ^.== Math 100 - Y 80 60 g 40 20 � 0 3td 4lri 51h 2014-15SBA M 2015-16SRA iw 2016-17SBA Science 100 80 60 g 40 y I S 20 a U 51h 2014-15 MSPIHSPE = 2076-17 MSP/HSPE 2015 16 rASPlHSf 31 5.2% 67 11.3% 39 6.4% 60 So.2% 5S 9.3% 513 04.0% 87 14.4% 271 44.8% 5 0.8% 2 0.3% N<10 35 0.0Mb Teacher Information (2016-17) classroom Teachers 36 Asian Black 1 African American I White 28 Two or More Races 3 Avoca tie Years of Teacher E%penence 8.6 Asian 14.3 Black / Af scan American 4 White 9 Two or More Races 1.5 leachers with at least at Master's Degree 41.7% 1% of teachers teaching with an emergency certificate % of teachers teachi rig w" a conditional certinrate 0.0% 7.e http://reporteard.ospi.kt2.wa.us/summary.aspx?schoolld=l 181 &OrgType=4&reportLevel... 11 /6/2017 4k CITY OF Federal Way APPLICATION NO(s) Project Name ( li l RECEIVE® MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT MAR 2 7 2018 33325 8`h Avenue South Federal Way, WA 98003-6325 CITY OF FEDERAL WAY 253-835-2607; Fax 253-835-2609 COMMUNITY DEVELOPMENT www_cityoffcdcralway.com Date 1M AIR— 201$ 5 and 5 2 e)5_01 51- 1 Property Address/Location Z '7t • O i i5 E S 2,3 Parcel Number(s) hk /A Project Description PLEASE PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project > SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information 2 r, Zoning Designation WA Comprehensive Plan Designation t / A Value of Existing Improvements tAIA Value of Proposed Improvements International Building Code (IBC): Occupancy Type �1 rA Construction Type Applicant Name: C C14 0� "Federal Wa.� - PW VeA* - Address: 3332.5 lb eft Aue, S C ity/State: Fedt.,-pA 1, &, , W Pt Zip: 9r oo b Phone:535-2.12 b Fax: ( 2-506) g 35 - an O 9 Email: ChVje6r1E.Mulled @C1�yoFFGdua�wa�.wr� Signature: n I^ ._ _ _ n . _ n 11 _ Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: 60dry, Address: City/State: Zip: Phone: Fax: Email: Signature: O`S a_pp k�a"k Bulletin #003 — January 1, 2011 Page 1 of 1 k:\llandouts\Master Land Use Application SCHEDULE OF DRAWINGS SHEET NO. TITLE 1 COVER SHEET 2 LEGEND, ABBREVIATIONS & GENERAL NOTES 3 SHEET INDEX AND SURVEY CONTROL 4 TYPICAL SECTIONS 5-6 ROADWAY DETAILS 7-9 SITE PREPARATION & TESC PLAN 10-12 ROADWAY ALIGNMENT PLAN 13-19 INTERSECTION PLAN 20 WALL PLAN 21 STORM DRAINAGE PLAN & PROFILE 22 DRAINAGE DETAILS 24-26 ILLUMINATION PLAN AND DETAILS 27-29 CHANNELIZATION & SIGNING PLAN City of Federal Way Public Works Department Federal Way, Washington MILITARY RD S & S 298TH ST COMPACT ROUNDABOUT JANUARY 2018 RFB NO. XX-XXX CITY OF Federal Way Centered on Opportunity 85% REVIEW CALL 2 DAYS BEFORE YOU DIG SUBMITTAL 811 VICINITY MAP LEGEND EXISTING ; xISTIN(LQ1i'D ulc& MONUMENT IN CASE PAINTED POWER 0 PK NAIL OR SPIKE (AS NOTED) PAINTED TELEPHONE IRON PIPE PAINTED FIBER OPTIC CATCH BASIN PAINTED WATER STORM DRAIN MANHOLE RECORD WATER YARD DRAIN ABANDONED WATER CULVERT PAINTED GAS STORM VAULT STORM SEWER MANHOLE SEWER POWER POLE W/UNDERGROUND CONNECT RECORD SEWER POWER POLE WITH LUMINAIRE FENCE POWER POLE WITH LUMINAIRE k UG CONNECT PAINTED STRIPE GUY ANCHOR RAISED —BUTTON SKIP STRIPE JUNCTION BOX — — EDGE OF PAVEMENT STREET LIGHT (LUMINAIRE) — FLOWLINE — CONTOUR TELEPHONE RISER CONCRETE GAS VALVE GRAVEL WATER VALVE �I GRASS WATER METER ROCKERY FIRE HYDRANT IRRIGATION CONTROL VALVE GUARD POST BOULDER SIGN MAILBOX (/ OF BOXES) SHRUB *xT STUMP, DIAMETER DECIDUOUS TREE, DIAMETER (/ OF TRUNKS) CONIFEROUS TREE, DIAMETER (/ OF TRUNKS) NO I DATE BY APPR. REVISIONS Approved By 1TW4LEC'dNq FILENAME a0C ENGINEERINO MANAGER PATE DESIGNED 9Y DATE LIDO Itur PRpaECT MANAGER CATS DRAWN BY DATE AW 12117 PRa7ECT• ErMiNEER CASE CHECKED 8Y RATE PROPOSED xxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxx G !1 CURB AND GUTTER REMOVAL SILT FENCE HIGH VISIBILITY FENCE INLET PROTECTION REMOVE CONIFEROUS TREE REMOVE DECIDUOUS TREE REMOVE CONCRETE REMOVE PAVEMENT STORM DRAIN LINE STORM DRAIN MANHOLE SDCB OR SHALLOW INLET DIRECTIONAL FLOW ARROW REMOVE STORM DRAIN PIPE STORMWATER QUALITY TREATMENT FACILITY PROPERTY LINE EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY CEMENT CONCRETE DRIVEWAY CEMENT CONCRETE SIDEWALK COMMERCIAL HMA HMA OVERLAY HMA FULL DEPTH SECTION HMA BACKFILL SECTION STAMPED CONCRETE FINISH CUT LINE FILL LINE RETAINING WALL ROADWAY LUMINAIRE AND POLE JUNCTION BOX TYPE 1, 2, 8 CONDUIT WIRE NOTE CONSTRUCTION NOTE SPLICE SIGN Interdisciplinary Design 3131OwAit I254Il�as�lAre Sd11!a Ta=INA92et� SU3e.WA9B121 C35316Ii-0Tt0 12ps}29mm ww pgwn 85% REVIEW SUBMITTAL JAN 2018 ABBREVIATIONS AC ASPHALT/CONCRETE ACP ASPHALT CONCRETE PAVEMENT ADA AMERICANS WITH DISABILITIES ACT AP ANGLE POINT APPROX, APPROXIMATE AVE AVENUE BEG BEGIN BLDG BUILDING BOC BACK OF CURB BOW BOTTOM OF WALL, BACK OF WALK CB CATCH BASIN CDF CONTROLLED DENSITY FILL CFW CITY OF FEDERAL WAY CHLK CHAIN LINK �, CL, CA CENTERLINE CL CLASS CO CLEANOUT CONC CONCRETE CONT CONTINUOUS CPEP CORRUGATED POLYETHYLENE PIPE CPP CORRUGATED PLASTIC PIPE CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE DIET DETAIL DIA, DIAM, a DIAMETER DI, DIP DUCTILE IRON PIPE DW, DWY DRIVEWAY E EASTINGAAST EA EACH EG EXISTING GROUND, EXISTING GRADE EL, ELEV ELEVATION EDP EDGE OF PAVEMENT EO EQUIVALENT EX, EXIST EXISTING FIG FINISHED GRADE FL FLANGE/FLOWLINE FM FORCE MAIN FND FOUND FOC FACE OF CURB GV GATE VALVE H. HORIZ HORIZONTAL HMA HOT MIX ASPHALT HT HEIGHT ID INSIDE DIAMETER IE INVERT ELEVATION JUT JOINT UTILITY TRENCH L. LEN LENGTH LF LINEAR FEET LP LOW POINT L. LT LEFT MAX MAXIMUM MOD MAXIMUM DRY DENSITY MIC MONUMENT IN CASE MIN MINIMUM MH MANHOLE MISC MISCELLANEOUS MJ MECHANICAL JOINT MON MONUMENT N NORTHING/NORTH NO./ NUMBER CITY OF MILITARY RD S & S 298TH ST Federal VvpY COMPACT ROUNDABOUT Centered on apporlonity NTS NOT TO SCALE NW NORTHWEST O.C. ON CENTER O.D. OUTSIDE DIAMETER PC POINT OF CURVATURE PCC POINT OF CURVE ON CURVE PCC PORTLAND CEMENT CONCRETE PE POLYETHYLENE PG PAGE PI POINT OF INTERSECTION PK PK NAIL POC POINT OF CURVE PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENCY, POINT PVC PDLYVINYL CHLORIDE PVC POINT OF VERTICAL CURVE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT R. RAD RADIUS RD ROAD REO'D REQUIRED R. RP RADIUS POINT R, RT RIGHT R/W, ROW RIGHT OF WAY S SLOPE/SOUTH SCH SCHEDULE SD STORM DRAIN SHT SHEET SPEC SPECIFICATIONS SS, SAN SANITARY SEWER SSMH SANITARY SEWER MANHOLE ST STREET STA STATION STCR STRUCTURE STD STANDARD SW SOUTHWEST T, TAN TANGENT LENGTH TE TOP ELEVATION TEL TELEPHONE TEMP TEMPORARY TOC, TC TOP OF CURB TOG TOP OF GRATE TOW TOP OF WALL TYP TYPICAL UG UNDERGROUND UNK UNKNOWN VC VERTICAL CURVE V. VERT VERTICAL W WATER, WEST, WIDTH W/ WITH WIM WATER MAIN WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION p DELTA LEGEND, ABBREVIATIONS & GENERAL NOTES KPG PROJECT No 17084 I SHT 2 OF 29 205 �. 7 ix3'r Y —7 NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-B00-424-5555. 2. FIELD SURVEY: KPG, AUGUST & DECEMBER, 2017. 3. CONTOUR INTERVAL = 1 FOOT. 4. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LID TO CENTER OF LID. �f �CD I � 0A. ES 1 11 �2ai 28 PLAN 0 20 40 80 120 SCALE IN FEET HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/11. BASED ON THE FOLLOWING WSDOT POINT: GP17005-63 (ID 1376) DESCRIPTION: THE MARK IS LOCATED ALONG THE WESTERLY RIGHT OF WAY OF 1-5 AT APPROXIMATELY THE EASTERLY EXTENSION OF SOUTH 298TH STREET; IT IS A WSDOT BRASS DISK SET INTO A ROUND CONCRETE VERTICAL DATUM NAVD 88, BASED ON THE FOLLOWING WSDOT POINT: V17005-83 (ID 1376) DESCRW71ON: THE MARK IS LOCATED ALONG THE WESTERLY RIGHT OF WAY OF 1-5 AT APPROXIMATELY THE EASTERLY EXTENSION OF SOUTH 298TH STREET; IT IS A WSDOT BRASS DISK SET INTO A ROUND CONCRETE MONUMENT 5 CM ABOVE THE GROUND. NO DATE BY I APPR REVISIONS Approved By 170B4NDXp FILENAME BOC 12117 ENGINEERING MANAGE R OATE DESIGNED BY DATE MDD 12117 PROJECT MANAGER GATE DRAWN BY DATE AMK 12117 PROJECT ENGINEER DATE CHECKED BY DATE CONTROL POINT LIST PT / DESCRIPTION NORTHING EASTING ELEVATION 2 SPIKE 125739.00 1277575 21 481.2S 101 SIM 125254.47 1277758 70 493.65 200 PK NAIL 126000.64 1277394.04 463.27' 201 PK NAIL 125641.41 1277417.81 477.70' 203 SPACE 125321.80 12777I 73 �492."*,205 PK NAIL 125464.14 1277690.12 �a pANlff ��� eCITY OF Interdisciplinary Design 85% REVIEW 313e,110 ve �2502JefleA9W Federal Way +y+ Suite400 Tamre7-0720 02 SUBMITTAL ' sealue,wAss121 Izs3lsz7-012U Genll=red an dpportc++liry muu Izaslzarrlsas w,m.kpg.com JAN 2018 ._� 1�1111.1TARY 20D s SHEETLEGEND SITE PREPARATION & TESC PLAN X j ROADWAY PLAN & PROFILES OX INTERSECTION PLAN RETAINING WALL PLAN n DRAINAGE PLAN & PROFILE X ILLUMINATION PLAN CHANNELIZATION & SIGNING PLAN MILITARY RD S & S 298TH ST I SHEET INDEX AND SURVEY CONTROL COMPACT ROUNDABOUT KPG PROJECT No. 17084 I SHT 3 OF 29 RAAT♦-DIAI r nnr GENERAL NOTES 6.0' 1.5' VARIES VARIES VARIES VARIES VARIES 8' SIDEWALK WIDENING � THRU LANE SPLITTER THRU LANE RECLAMATION SIDEWALK ISLAND AREA (� 2 2.0% MAX �pI i-7 2.0% MAX VARIES 0.5% MIN y! k 440.5% M� VARIES VARIES `'J SEE SE CORNER RECLAMATION r SEE SPUTTER AREA DETAIL, SHEET 5 1 EXISTING PAVEMENT ISLAND DETAIL SHEET 5. EXISTING PAVEMENT , J 4 3 1 SECTION, SEE GENERAL EXISTING PAVEMENT 6 7 NOTE 9. TYPICAL SECTION A NTS - APPROX STA 13+25 6-0' 1.5 VARIES VARIES SIDEWALK VARIES CIRCULATING TRAVEL LANE MOUNTABLE CENTER ISLAND CIRCULATING TRAVEL LANE B 2.0% MAX 9 9 9 0._%MIN 2 VARIES VARIES VARIES VARIES J r K r SEE MOUNTABLE CENTER 7 6 3 4 1 EXISTING PAVEMENT 1 3 5 ISLAND DETAIL SHEET 5. 5 3 1 EXISTING PAVEMENT EXISTING PAVEMENT SECTION, SEE GENERAL NOTE 9. TYPICAL SECTION s3 NTS - CROSS THRU RNDBT 6.0' 1.5 VARIES VARIES VARIES VARIES VARIES SIDEWALK WIDENING THRU LANE SPUTTER THRU LANE WIDENING ISLAND 1 S1 2.0% MAX 0.5% MIN VARIES � W43 �nl EXISTING PAVEMENT NO DATE BY APPR REVWONS Approved By 17084T'PSEC.dwg FILENAME BDC 12117 ENGBJECRING MANAGER DATE DESIGNED BY DATE MDD 12117 PROJECT MANAGER DAYE DRAWN BY DATE AMK 121V PROJECT E NGINE ER DATE CHECKED BY DATE VARIES EXISTING PAVEMENT SEE SPUTTER ISLAND DETAIL EXISTING PAVEMENT SHEET 5. SECTION, SEE GENERAL NOTE 9. TYPICAL SECTION NTS - APPROX STA 15+10 -�pANIE1Cy r Interdisciplinary Design 85% REVIEW 3AIEWtAvi �Wkrasonke SUBMITTAL tQa ` 1 +t;' c�yy� wR gy121 I�,iY51t�17n JAN 2018 {2;tilldsrS6S� rwr:l.py(cru MATERIALS DESCRIPTION 1 67' HMA CL ' ' PG 64-22 2 GRIND PAVEMENT 2" THEN PLACE 2" HMA CL 14" PG 64-22 FOR OVERLAY 3 .5' CSBC 4 18" CEMENT CONIC TRAFFIC CURB do GUTTER CFW STD DETAIL 3-4. SEE SPECIFICATIONS 5 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB k GUTTER 6 4" CEMENT CONCRETE SIDEWALK (CFW STD DETAIL 3-3. SEE SPECIFICATIONS) 7 -2" CSTC 8 INTEGRAL CURB, SEE DETAIL SHEET 6. 9 SAWCUT k REMOVE EXISTING PAVEMENT WHERE INDICATED ON PLANS. VARIES IS SIDEWALK 2.0% MAX 0.5% MIN i CITY OF Federal Way Centered On Opportunity 8.0' DEWALK/RAI 2.0% MAX O.a MIN rN ' 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-D6 OF THE STANDARD SPECIFICATIONS. 2. ADDITIONAL FILL MATERIAL REWIRED FOR CONSTRUCTION SHALL BE APPROVED 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 4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, THE CONTRACTOR SHALL CAREFULLY OVER EXCAVATE TO A MAXIMUM DEPTH OF 1' AND REPLACE WITH GRAVEL BORROW AS DIRECTED BY THE ENGINEER. 5. WHERE EXISTING EDGE OF PAVEMENT IS LESS THAN 2' FROM PROPOSED GUTTER PAN, CONTRACTOR SHALL SAWCUT AND REMOVE PAVEMENT AS REWIRED TO PROVIDE 2' MINIMUM CLEARANCE, AS DIRECTED BY THE ENGINEER. 6. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 7. REMOVE EXISTING CURB, GUTTER AND SIDEWALK WHERE INDICATED ON THE PLANS. B. SAVE AND PROTECT ALL EXISTING VEGETATION AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF LIMITS OF CLEARING AND GRUBBING 9. MILITARY RD EXISTING CONDITIONS INCLUDE 2" HMA OVERLAY ON CONCRETE PAVEMENT (APPROX. 22' WIDTH, 7" DEPTH) CENTERED APPROXIMATELY ON EXISTING CENTERLINE STRIPING. CONCRETE PANELS SHALL BE REMOVED AS REQUIRED AND AS DIRECTED BY THE CONTRACTING AGENCY. 10. SEE ALSO INTERSECTION PLAN SHEETS 13-19 FOR ROADWAY CROSS SLOPES AND WIDTHS. 11, SEE ALSO CHANNELIZATION AND SIGNING PLAN SHEETS 27-29 FOR PAVEMENT MARKINGS. NOT TO SCALE \E7 MILITARY RD S & S 298TH ST COMPACT ROUNDABOUT TYPICAL SECTIONS KPG PROJECT No 17064 SHT 4 OF 29 49 MOUNTABLE CENTER ISLAND 2' HYA CL Y' PG 64-22 2, 2 2. 2. BACKFILL NTH TERRA COTTA SPUTTER ISLAND MIN MIN YIN MIN 1, M;R COLOR PAVEMETHYLENT YETARKING TE VARIES, SEE PLANS �"j �� 2" GRIND AND OVERLAY (MMA) PAVEMENT YAKKING HMA CL X- PG 64-22 ' 3'-11' HMA CL Yz" PG 64-22 BACKFILL WITH TERRA COTTA COLOR METHYL METHACRriATE 2' CSTC (MMA) PAVEMENT MARKING PRECAST CONCRETE SLOPED EXIST 7' CONCRETE -' MOUNTABLE CURB (6" EXISITNC CURB AND GUTTER 4' HMA CL 1i" PG 64-22 BACKFILL EXIST 2' HMA EXPOSED HEIGHT) PER WSDOT EXISTING PAVEMENT (TO REMAIN) PRECAST CONCRETE SLOPED WITH TERRA COTTA COLOR METHYL 6' CSBC STD PLAN F-10.62-02. MOUNTABLE CURB (3" EXPOSED METHACRYLATE (MMA) PAVEMENT EXIST 7' CONCRETE - 4' CSTC HEIGHT) PER WSDOT STD PLAN MARKING F-10.62-02. 2" GRIND AND OVERLAY HMA CL 14' PG ROUNDABOUT TRUCK APRON CEMENT CONCRETE 64-22 WITH 1' RISE AT CURB. EMBED CURB CURB AND GUTTER, CURB 1 (3' EXPOSED TO 3" DEPTH MATH 3' EXPOSED HEIGHT HEIGHT), PER WSDOT STD PLAN F-10.18-01. SECTION NEW SECTION VIEW SECTION NEW SPUTTER ISLAND DETAIL MOUNTABLE CENTER ISLAND DETAIL SE CORNER RECLAMATION AREA DETAIL NTS NTS NTS NO I DATE I BY APPR REVISIONS Approved By M?' ttOBIP_TP&M FILENAME BDC 12117 ENGINEERING MANAGE R DATE DESIGNED BY DATE MDD 12117 PROJECT MANAGER DATE DRAWN BY DATE AMK 12117 PROJECT EMG ME£R DATE CHECKED BY DATE MW Q 4 EXISTING PLANTEk\OETECTABLE 4 ING SURFACE PEDESTRIAN CURB w DEPRESSED CURB k NOTE ISOMETRIC MEW EXISTMNC SIDEWALK 4 4 4 4 APPROX 45' CISN 3m]FbCw"k � 9N x InterdisciplinaryDesign 85% REVIEW 3131TfmuAv[ ?SP2JeFe11u+A.e SUBMITTAL tY ` SBa1kWR98l21 RA}477-0T2G r+xu ec� JAN 2018 ((.6}2S' 1 � 1wwKQg'mt L CURB k GUTTER PEDESTRIAN CURB BICYCLE RAMP DETAIL NTS 4' CONCRETE 2' CSTC COMPACTED SUBGRADE SECTION MEW PLANTER NOTES 1. BICYCLE RAMP SLOPES SHALL NOT EXCEED 10.OS IN ANY DIRECTION. 2. SEE WSDOT STD PLAN F-10.12 FOR DEPRESSED CURB AND GUTTER AND PEDESTRIAN CURB DETAILS. SEE CFW STO DIET 3-4 FOR CURB AND GUTTER. 3. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 4. &CYCLE RAMP SHALL RECEIVE BROOM FINISH. SEE STANDARD SPECIFICATIONS 8-14. CITY OF MILITARY RD S & S 298TH ST Federal way COMPACT ROUNDABOUT Centered On OPPOrtunity ROADWAY DETAILS KPG PROJECT No 17084 I SHT 5 OF 29 16 MAX. LINE POST CAP POST CAP 1.25" TOP RAIL, 2" LINE POST FABRIC: FUSED BONDED MATCH SLOPE OF FABRIC TIE VINYL, COLOR BLACK FINISHED GRADE 2.5' CORNER/END POST (EVERY OTHER POST), 6" LEVEL AND PLUMB TENSION BAND CEMENT CONC. 12" ON CENTER II=I W SIDEWALK TENSION BAR, LEVEL AND PLUMB 4-14 CONT. y4 • 18" W/ 2' MIN. LAP W/ 8' TAIL 1.25' BOTTOM RAIL, MATCH SLOPE OF CONCRETE FOUNDATION OR FINISHED GRADE INSTALL ON WALL. AS SHOWN ON THE PLANS, PER MANUFACTURER'S NOTES: RECOMMENDATIONS. 1. HEIGHT (H) NOT TO EXCEED 2' 2. H = 6' MINIMUM NOTE: TO BE BLACK VINYL COATED. ALL FENCE COMPONENTS ALL POST AND RAIL DIAMETERS ARE INSIDE DIAMETERS. INTEGRAL CURB DETAIL NTS BLACK VINYL COATED CHAIN LINK FENCE NTS NON —SHRINK GROUT BETWEEN ADJUSTMENT RINGS, STRUCTURE AND FRAME. GRATE OR LID \ FRAME � SEAL JOINT WITH AR-4000 ADJUSTING BRICK OR CON C RISER, HMA CLASS 1/2' PG 64-22 NO STEEL RISERS ALLOWED (TYP) •DIG OUT LIMIT NOTES: EXISTING MANHOLE 1. HMA PERIMETER SHALL EXTEND 2' BELOW TOP ADJUSTMENT RINGS. 2. UTILITIES WITH CONCRETE COLLAR AROUND STRUCTURE SHALL HAVE CONCRETE REMOVED AND REPLACED WITH HMA, UTILITY ADJUSTMENT NTS NO DATE I BY I APPR REVISIONS Approved By 17asoemuftq FILENAME 12117 ENGLNEERINO 11ANAGER DATE DESIGNED BY DATE 12117 PROJECT MANAO ER DATE DRAWN BY DATE AMK 12/17 PROJECT ENGINEER DATE I CHECKED BY DATE FULL DEPTH EXPANSION JOINT CEMENT CONCRETE SIDEWALK HMA RAMP �.� 2.0R MAX v 44 CURB & GUTTER HMA LANDING 4.0' MIN SLOPE ALL DIRECTIONS ISOMETRIC NEW r 3P_1 I /_ 3 2" HMA CL. l4' S. CSTC COMPACTED SUBGRADE HMA TRANSITION RAMP DETAIL NTS pAHI�� C3, " InterdisciplinaryDesign 3131Eie a mkf�aoAra o 85 /o REVIEW CITY OF Federal Way MILITARY RD S & S 298TH ST svvoo immIY.A" COMPACT ROUNDABOUT _4¢ 2111mn SUBMITTAL Cerifered w7Opporfuoily ` ` Ezxa2a5+5s JAN 2018 ROADWAY DETAILS KPG PROJECT No. 17084 I SHT 6 OF 29 P'... 6' WOOD J AC xaT[F'ON[pQAYE11BlE:Q.MEIF� y / —_ �.� _ T127 6' WOOD2, 4:CHLK a q ° a W W 1 W olef IE 4929, fY CCNE coNc DLRV IE +9 I• �I I / Dwr N I = r r a 1 '� wDoD I f+j wDQtL � 3�Lca ++ y`y r i CHLK wAPl4 vli 1YIEY HEY1e" lI MAP6"(6) '�..-�L—.� NIT" r •.t s AL014 NIT" Mll�iIE DWY ALDb"ffi) . i D� 40 C 4�: c/� M c r. 10 cc d � d q 9 a lij 04 ° q ` ° a MILITARY RD S a ° Go w In N I Q N ,. 'Z J ;OaO? 835 FO - Fr) L'p FD FO. BLACKBERRIES & UN, �YAD2i Nli PLAN 0 10 20 40 60 SCALE IN FEET REVISIONS Approved By "h`IF��7� 170B4SPQt.OaR 1•� C FILENAME p BDC 17117 InterdisciplinaryDesign $5% REVIEW ENBMI EWNGMAXAGER DATE DESIGNED BY DATE 71]SPl1ctiAve ?542JB'GtaAAti� MDD 12117 PROJECT MANAGER PATE DRAWN BY DATE Sf�! WA A}ZI AMK 12117 Y' 1 {I]2¢ SUBMITTAL N2018 PRn.IFCTFNG1NEER DATE CHECKED BY DATE t�61 r1b4Q '• } U Q GENERAL NOTES 1. USE CAUTION WHEN EXCAVATING IN PROXIMITY OF EXISTING JUNCTION BOXES, DRAINAGE, AND SEWER STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO JUNCTION BOXES, MANHOLE CONE SECTIONS, AND CATCH BASINS. 2. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE. 3. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. 4. SAVE AND PROTECT ALL EXISTING VEGETATION AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF CLEARING AND GR'JBBINC LIMITS. 5. FOR TREATMENT OF EXISTING SIGNS, SEE SHEET 27-29. 6. FOR REMOVAL OR ABANDONMENT OF DRAINAGE FACILITIES, SEE SHEET 21-22. 7. SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR THE CONSTRUCTION OR REMOVAL OF UNDERGROUND UTILITIES. CONSTRUCTION NOTES L J PRESERVE AND PROTECT. 2� SAWCUT AND REMOVE ASPHALT PAVEMENT. �3 INLET PROTECTION. Q UTILITY TO BE ADJUSTED TO GRADE BY OTHERS, 5� REMOVE. LEGEND xxxxxxxxxxxxxxxxx CURB AND GUTTER REMOVAL SILT FENCE �—°—o— HIGH VISIBILITY FENCE INLET PROTECTION REMOVE CONIFEROUS TREE Q REMOVE DECIDUOUS TREE REMOVE CONCRETE REMOVE PAVEMENT PAVEMENT GRINDING CITY OF MILITARY RD S & S 298TH ST Federal Wcly COMPACT ROUNDABOUT Centered vnOpporlunity SITE PREPARATION & TESC PLAN MILITARY ROAD S STA 10+00 TO STA 12+25 KPG PROJECT No. 17084 1 SHT 7 OF 29 GENERAL NOTES I � 11. �f �- � I � ff_ 4 WAJ 5 WjOD -0 _ _ - _ _ i36• W N LO } : N - J DWY - _ —' UJI G - = MILITARY RD S a f �V SNiB IE, 75A 12 CONC ' I I ' f4- 701AC '� f DWY s ecloe- . � BARK • � (� 5' CHLK 1YAZR UNLOCATEABLE TO METER RR -TIE RET WALL 4=479.66 VEX RET WALL BRICK PLTR 12• CONC PLTR [J R41 o 7979 T (FIENC£ 3 xl 9 5E, EJ1w 0 S7. B" q tE 2.474 17 1E i77.° NW, 12" CMP 5 WOOD i� 76� f 5' y l7flK CONC BLOCK RET WALL CONC BLOCK RET WALL lY}� ��` (.} J 01 �' 4 J YIJ CD O I sat - S- a sa 4 T 070 — -- 1s 4 4 ° ■J W a a 4 MILITARY RD S = FO F. 1"T11 - �• ��T7' D14 f ,, ���Ed� rrrrrrRDDDI*❑ BARK I 1 � I K- -�— —7L—':Y. xxxxxxx7 xn_xx7cxxxxxxxxxl�x13 uAvr a � � t-•1• � B \ 3, 7 - - - rwlp' 4t � �, ] ■ 1 BARK n � I .� •' JYy I ` I 7���1 i as a CL S" PVC J PLAN 0 10 20 40 60 SCALE IN FEET NO- K- -�— —7L—':Y. xxxxxxx7 xn_xx7cxxxxxxxxxl�x13 uAvr a � � t-•1• � B \ 3, 7 - - - rwlp' 4t � �, ] ■ 1 BARK n � I .� •' JYy I ` I 7���1 i as a CL S" PVC J PLAN 0 10 20 40 60 SCALE IN FEET NO- I DATE BY APPR. REVISIONS Approved By "WSPOY-g FILENAME BDC 12117 EWINE vamm wwAGEN DAYE DESIGNED BY DATE Moo 12117 PROJECT MANAGER DATE DRAWN BY DATE AMK 12117 PROJECT ENGINES R DATE CHECKED BY DATE s• ig.i17 IE I7 N. PVC °79D NY,; 8' STEEL 1 5 (BOULDERS) C InterdisciplinaryDesign 85% REVIEW 1111EWAw 5it�a0"' �44m 7almIVAN1S2 SUBMITTAL 5NIN&1640 1 I tt53I62im JAN 2018 Rpfii�AG161D wn'1P3� CITY OF Federal Way Centered on Opportunity 1. USE CAUTION WHEN EXCAVATING IN PROXIMITY OF EXISTING JUNCTION BOXES, DRAINAGE, AND SEWER STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO JUNCTION BOXES, MANHOLE CONE SECTIONS, AND CATCH BASINS. 2. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE. 3. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. 4. SAVE AND PROTECT ALL EXISTING VEGETATION AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF CLEARING AND GRUBBING LIMITS 5. FOR TREATMENT OF EXISTING SIGNS, SEE SHEET 27-29. 6. FOR REMOVAL OR ABANDONMENT OF DRAINAGE FACILITIES, SEE SHEET 21-22. 7. SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR THE CONSTRUCTION OR REMOVAL OF UNDERGROUND UTILITIES. CONSTRUCTION NOTES 0 PRESERVE AND PROTECT. YD SAWCUT AND REMOVE ASPHALT PAVEMENT. INLET PROTECTION. l�4 UTIUTY TO BE ADJUSTED TO GRADE BY OTHERS. �5 REMOVE. r<1 SURVEY MONUMENT TO BE REMOVED. CONTRACTOR TO COORDINATE L°J WORK WITH RESPECTIVE AGENCY. LEGEND xxxxxxxxxxxxxxxxx CURB AND GUTTER REMOVAL o SILT FENCE HIGH VISIBILITY FENCE L ■ { INLET PROTECTION �� REMOVE CONIFEROUS TREE REMOVE DECIDUOUS TREE REMOVE CONCRETE REMOVE PAVEMENT PAVEMENT GRINDING MILITARY RD S & S 298TH ST COMPACT ROUNDABOUT SITE PREPARATION & TESC PLAN MILITARY ROAD S STA 12+25 TO STA 16+00 KPG PROJECT No 17084 1 SHT 8 OF 29 GENERAL NOTES IE 461 5 SE -NW ® CL 8" PVC NIT" CONC BLOCK RET WALL ao _. I— LJJ - W n x 1n o 0 Q 4 F— LLj Z J U Q m - a ° a 44 c - n ---- w w I - Ca n"' raga s6746 Ir 464.5 5w, 61 PVC IE 4645 NW, IT CPP IE 456.0 SE,NE-NW ® CL WV 4[�.y8 RR -TIE REl WALL IE 459,5 SE, 12" CMP J _ IE 457 6 NW, 12" STEEL WATER UNLOCATEABLE CONC BLOCK RET WALL RR -TIE RET WAIL TO METER 1 l �- }..AYPf IVY I I DWY _ — c�� G a _�o S� S 4 n a a 4 4 a e a MILITARY RDA n w W � 4w � w PK M& w W FO FO� — •`. „�'� n,2r OULY 54Z2 RU 4452 Cin� yp8 M" F"� RR16 IE 02S, 12 01P IE 443.5 SE -NW ® CL 8" PVC 46510 R B SE, 8" STEEL IE 46 . N, 12" STEEL IE 4538 18" CPP IE 453 B 11" CPP 6 e tRI11 MO1- M ` IE 465.3 65.3 SE, 6" PVC �Y da15s PVC 1[1 464.i NW, 6" rE'• 4,4. SE, 12" CPP IC 464.3 NE. 12" CPP PLANT ,,��--►►yy 0 10 20 40 60 SCALE IN FEET REVISIONS Approved By "` ls, nosasPol.mB fi c FILE BOO NAME 12117 7 Interdisciplinary Design 85% REVIEW £ NOINEERING IJANAGER DATE DESIGNED BY DATE 301 Doke MANAGER 2:f4 J[�eran A14 MDD 'ATE y" P1 1Am-1 SUBMITTAL RtlJEC1 DATE DRAWN BY D AMK ,vn .�-�� km w^ 96`21 1111 JAN 2018 PROJECT ENGINEER DATE CHECKED BY DATE 1 (m)295.1519 WAYLLp�m 1, USE CAUTION WHEN EXCAVATING IN PROXIMITY OF EXISTING JUNCTION BOXES, DRAINAGE, AND SEWER STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO JUNCTION BOXES, MANHOLE CONE SECTIONS, AND CATCH BASINS. 2. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE. 3. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. 4. SAVE AND PROTECT ALL EXISTING VEGETATION AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF CLEARING AND GRUBBING LIMITS. 5. FOR TREATMENT OF EXISTING SIGNS, SEE SHEET 27-29. 6. FOR REMOVAL OR ABANDONMENT OF DRAINAGE FACILITIES, SEE SHEET 21-22. 7. SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR THE CONSTRUCTION OR REMOVAL OF UNDERGROUND UTILITIES. CONSTRUCTION NOTES (D PRESERVE AND PROTECT. SAWCUT AND REMOVE ASPHALT PAVEMENT. INLET PROTECTION. 4O UTILITY TO BE ADJUSTED TO GRADE BY OTHERS. 5� REMOVE. LEGEND xxxxxxxxxxxxxxxxx CURB AND GUTTER REMOVAL �— SILT FENCE �a HIGH VISIBILITY FENCE (= S INLET PROTECTION REMOVE CONIFEROUS TREE REMOVE DECIDUOUS TREE REMOVE CONCRETE REMOVE PAVEMENT PAVEMENT GRINDING CITY OF MILITARY RD S & S 298TH ST Federal �Y COMPACT ROUNDABOUT Centered an Opportunity SITE PREPARATION & TESC PLAN MILITARY ROAD S STA 16+00 TO STA 19+00 KPG PROJECT No 17084 1 SHT 9 OF 29 WY — -- /AC WATE�TQE-�� ~• .� STIr ST12- 6 WM 4' CHLK y CID N� m 21 1 r- 1.0 1.0 N000_ v =Alar ._ _ _� ry ��5`• C ��•:� Lim' - .�.�LN s OVAnle' MAP6•(6) Y14PI2IY18� i['! f r O �aLAl4 � N MY Y i LL+JR 'r1T" YA iC I• DWY N En - a ° a ° G z •e UJI a Z_ 10+00 5� a' 12+00 J IN ° lip " w IN ° e MILITARY RD S as c w IN MY - �� p minim�. F FO— - IED4929112" CONIC. LS1LY 2132 IE 492.7, 12• -�_ G d1 y rG — - - FO - - fG FO - � k E YaR24 MY BLACKBERRIES ;y1.V 7190 IE 492.6, 12• CONC CIAV 2197 IE 4112.1 127 COgC NO DATE I BY I APPR REVISIONS Approved By 17084AW01.d.9 FILENAME BDC 12117 EnakuaRING MANAGER DATE DESIGNED BY DATE MDD 12117 PROJECT WINRGER DATE DRAWN BY DATE AMK 12117 PROJECT ENGINEER DATE CHECKED BY DATE PLAN 0 10 20 40 60 SCALE IN FEET BAN lE(, I�PG InterdisciplinaryDesign 85% REVIEW ]131Ell Avt `7.A P�=Are °y &&a Ta= "'AWIN SUBMITTAL fF }Z ��,L F y Serlde wA98+zt IiSllb2 zm JAN 2018 {Y6)?8fi1670 MAWJPE,[UP GENERAL NOTES 1, CONSTRUCT CEMENT CONCRETE CURB, GUTTER AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY MARKING ALL UTILITY APPURTENANCES PRIOR TO PAVING OVER THEM. ALL CASTINGS SHALL BE ADJUSTED TO FINISHED ROADWAY GRADE. CONSTRUCTION NOTES 01 MATCH EXISTING 0 CEMENT CONIC. CURB RAMP. SEE INTERSECTION PLAN, SHEETS 13-19 FOR TYPE AND DETAILS. /t1 HMA TRANSITION RAMP PER DETAIL SHEET 6. SEE ALSO INTERSECTION L�J PLAN, SHEETS 13-19. O CURB AND GUTTER PER CFW STD DET 3-4. SO BEAM GURADRAIL TYPE 31 PER WSDOT STD. PLAN C-20.10-04. �6 CEMENT CONCRETE SIDEWALK PER CFW STD DETAIL NO. 3-12. ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUTTER, LJ CURB 1 (3- EXPOSED HEIGHT), PER WSDOT STD PLAN F-10.18-01. OPRECAST SLOPED MOUNTABLE CURB, PER WSDOT STD PLAN F-10.62-02. PRECAST DUAL FACED SLOPED MOUNTABLE CURB, DUAL SLOPED L'J BLOCK AND NOSING BLOCK (4.5- HEIGHT), PER WSDOT STD PLAN F-10.64-03. t0 4' BLACK VINYL COATED CHAIN LINK FENCE PER DETAIL, SHEET 6. 11 CEMENT CONCRETE BICYCLE RAMP PER DETAIL, SHEET S. 12 STAMPED CONCRETE FINISH (1FT WIDTH). INSTALL PATTERN PERPENDICULAR TO MIDPOINT OF CURB RADII, 13 ADJUST MONUMENT CASE AND COVER TO GRADE. 14 INTEGRAL CURB PER DETAIL SHEET 6. 15 MOUNTABLE CENTER ISLAND PER DETAIL SHEET 5. LEGEND - PROPERTY LINE EXISTING RIGHT OF WAY — — — — PROPOSED RIGHT OF WAY RETAINING WALL CEMENT CONCRETE SIDEWALK HMA OVERLAY HMA FULL DEPTH SECTION HMA BACKFILL SECTION •: STAMPED CONCRETE FINISH CM OF MILITARY RD S & S 298TH ST Federal WOY COMPACT ROUNDABOUT Centered orr Opportunity ROADWAY ALIGNMENT PLAN MILITARY ROAD S STA 0+00 TO STA 12+25 KPG PROJECT No 17084 1 SHT 10 OF 29 GENERAL NOTES 0 10 20 40 60 SCALE IN FEET NO I DATE I BY I APPR REVISIONS Approved By YY 17084ALND1 dwg FILENAME BOC 12/17 EHGIHE6R W6 MANAGER DATE DESIGNED BY DATE Moo 12117 YROJECT MANAGER OATS DRAWN BY DATE AMK 12117 PROJECT EHGFNEER DATE CHECKED BY DATE ell", nIECx InterdisciplinaryDesign 85% REVIEW 3131 DO A* 75n2 11 Ate i94 r�" SDilea ;�I"wV SUBMITTAL E� Sealte,096121 PI6 -OW avu (206)�G1N wwt�= JAN 201E CITY OF Federal Way Centered on Opportunity I CONSTRUCT CEMENT CONCRETE CURB, GUTTER AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY MARKING ALL UTILITY APPURTENANCES PRIOR TO PAYING OVER THEM. ALL CASTINGS SHALL BE ADJUSTED TO FINISHED ROADWAY GRADE. CONSTRUCTION NOTES �1 MATCH EXISTING 2 CEMENT CONIC. CURB RAMP, SEE INTERSECTION PLAN, SHEETS 13-19 FOR TYPE AND DETAILS Q�'J HMA TRANSITION RAMP PER DETAIL SHEET 6. SEE ALSO INTERSECTION PLAN, SHEETS 13-19. 4O CURB AND GUTTER PER CFW STD DET 3-4. O5 BEAM GURADRAIL TYPE 31 PER WSDOT STD. PLAN C-2010-04. �6 CEMENT CONCRETE SIDEWALK PER CFW STD DETAIL NO. 3-12. OROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUTTER, CURB 1 (3` EXPOSED HEIGHT), PER WSDOT STD PLAN F-10.18-01. ®PRECAST SLOPED MOUNTABLE CURB, PER WSDOT STD PLAN F-10.62-02. OPRECAST DUAL FACED SLOPED MOUNTABLE CURB, DUAL SLOPED BLOCK AND NOSING BLOCK (4-5- HEIGHT), PER WSDOT STD PLAN F-10.64-03. 10 4' BLACK VINYL COATED CHAIN LINK FENCE PER DETAIL, SHEET 6. it CEMENT CONCRETE BICYCLE RAMP PER DETAIL, SHEET 5 12 STAMPED CONCRETE FINISH (1FT WIDTH). INSTALL PATTERN PERPENDICULAR TO MIDPOINT OF CURB RADII. 13 ADJUST MONUMENT CASE AND COVER TO GRADE. 14 INTEGRAL CURB PER DETAIL SHEET 6. 15 MOUNTABLE CENTER ISLAND PER DETAIL SHEET 5. LEGEND PROPERTY LINE EXISTING RIGHT OF WAY — — — PROPOSED RIGHT OF WAY MILITARY RD S & S 298TH ST COMPACT ROUNDABOUT RETAINING WALL CEMENT CONCRETE SIDEWALK HMA OVERLAY HMA FULL DEPTH SECTION HMA BACKFILL SECTION STAMPED CONCRETE FINISH ROADWAY ALIGNMENT PLAN MILITARY ROAD S STA 12+25 TO STA 16+00 KPG PROJECT No 17084 1 SHT 11 OF 29 ' IE 461'5 SE -NW —® CL 8` PVC I} NIT- LA— a S p - CONC BLOCK RET WALL — — WA-BRUSB_ -- a Lu 4 a U.1 = In - -� v a� . CD w w W 40 1a- a YAP4' Ln V 4 W — Z ° J ' I til 5237 FAY 467.46 IE 464.5 SW, 6 PVC IE 464.5 NW, 1 ' CPP 411456.0 SE,NE-NW III 11' P51i[B RW 46748 RR -TIE RE1 WALL 1F 459.5 5T. 12� CMP WATER UNLOCATEABLE TO METER IE 457.6 NW, 12' STEEL CONC BLOCK RET WALL 1 �� ,. IRR-PE RET WALL1 j IVY THICK iw Dwv ��GGar .G G v i a,S_ a— S q S b v 4 4 v a v MILITARY RD S WY y��W iY w FO Pt 1g8p PO Y RR6' / FlR18' J f1t18 i6 IRI g MILY 5422 IE 4443 52 D ®CL 8 PVC IE 4529. Ir CPP SDVH 5238 I 462 D SE.6' sIECL 45 . W.12STEEL 458 $'CPP 155.8 9WS ' CPP YC" vp sowNRIYIE 4653 SE, fi PVC kf 6'PVC 12' CPP 464.3 NE. 12- CPP PLAN 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1, CONSTRUCT CEMENT CONCRETE CURB, GUTTER AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY MARKING ALL UTILITY APPURTENANCES PRIOR TO PAVING OVER THEM. ALL CASTINGS SHALL BE ADJUSTED TO FINISHED ROADWAY GRADE CONSTRUCTION NOTES MATCH EXISTING OCEMENT CONC. CURB RAMP. SEE INTERSECTION PLAN, SHEETS 13-19 FOR TYPE AND DETAILS. OHMA TRANSITION RAMP PER DETAIL SHEET 6. SEE ALSO INTERSECTION PLAN, SHEETS 13-19. 4O CURB AND GUTTER PER CFW STD DET 3-4. �5 BEAM GURADRAIL TYPE 31 PER WSDOT STD. PLAN C-20.10-04. L] CEMENT CONCRETE SIDEWALK PER CFW STD DETAIL NO. 3-12. 0ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUTTER, CURB 1 (3- EXPOSED HEIGHT), PER WSDOT STD PLAN F-10.18-01. PRECAST SLOPED MOUNTABLE CURB, PER WSDOT STD PLAN LJ F-10.62-02. OPRECAST DUAL FACED SLOPED MOUNTABLE CURB, DUAL SLOPED BLOCK AND NOSING BLOCK (4.5- HEIGHT), PER WSOOT STD PLAN F-10.64-03. 10 4' BLACK VINYL COATED CHAIN LINK FENCE PER DETAIL, SHEET 6. 11 CEMENT CONCRETE BICYCLE RAMP PER DETAIL, SHEET 5. 12 STAMPED CONCRETE FINISH (1FT WIDTH), INSTALL PATTERN PERPENDICULAR TO MIDPOINT OF CURB RADII. 13 ADJUST MONUMENT CASE AND COVER TO GRADE. 14 INTEGRAL CURB PER DETAIL SHEET 6. 15 MOUNTABLE CENTER ISLAND PER DETAIL SHEET 5. LEGEND — PROPERTY LINE EXISTING RIGHT OF WAY — — — PROPOSED RIGHT OF WAY RETAINING WALL CEMENT CONCRETE SIDEWALK HMA OVERLAY HMA FULL DEPTH SECTION HMA BACKFILL SECTION { STAMPED CONCRETE FINISH pAN IEc��FILENAMEBDG ut InterdisciplinaryDesign filattAve 2502 Je�fPJ5011 AV85 A9B121 (263(621-0126 WWW.kpg.com o /o REVIEW JAN 2018 CITY OF Federal'WaMDD y GEf1fE.'Y@d url f7pporkur7ifyPROJECT MILITARY RD S & S 298TH ST COMPACT ROUNDABOUT REVISIONS Approved By 17084ALNOI.dag 12A7 ENGII4EERIArG MANAGER DATE DESIGNED BY DATE3131 ,21,7So4e4WTe�R�,WAD2SUBMITTAL PROJECT MANAGER DATE DRAWN BY DATEAMK 12H7Se42tlRI CHECKED BY DATE(206)286-1640 ENGINEER DATE ROADWAY ALIGNMENT PLAN MILITARY ROAD S STA 16+00 TO STA 19+00 KPG PROJECT No 17084 1 SHT 12 OF 29 13s -,af�. MILITARY RD S o� REVISIONS ELEVATIONS AND GRADES HAVE NOT BEEN DESIGNED FOR 85% SUBMITTAL I 13sr 1 1 2 0 00 �w 7sw I / / / 4_27 4.27 4.49 - / — — — — — — — — --o` 007 15 19 I Iv 5 2 ' 15 0.0% = o t- I 0 — -t�J ■ �'yg94� � 97, ■ op �J x 7nx ELEVATIONS AND GRADES C� HAVE NOT BEEN DESIGNED FOR 857 SUBMITTAL I 1-Tll>•- ti;ur �1 t 4: 1 �f <0 r I 1 2n � c ' 4 1n I 0 4� i+�'*wr+'sy =srs r�i eysr•. vrr�sy+=;ese= • =rxi , �+' Q4 Irk=� rs*wi`+F:is s*ya 7ne O Q O PLAN 2 co 2ne � 1ne 0 5 10 20 30 ' SCALE IN FEET 1 Approved By �p 170B41NT01.tivig -� by FILENAME 7 BDC 12117 m Interdisciplinary Design 0 c�7Yp—O/Fr� EAN4S MANAGER DATE DESIGNED BY DATE 3131 Ellion Ave 2502 JeRerson Ave �� /0 REVIEW Federal way Moo 12117 4WJ. Sule400 Tacoma,WA9B402 TMANAGER DATE DRAWN BY DATE . SUBMITTAL 4F Centered on Opportunity AMK 12117 ' Seattle; NA98121 (253)627-0720 JAN2018 I. i ENGINEER DATE CHECKED BY DATE (206)266-1610 VfMYkpgCOm CD r �o ae I a1° / . M 1 ate. /� 1 ❑ 5ne co /M io One N 3ne GENERAL NOTES 1. SEE INTERSECTION PLAN SHEETS 14-19 FOR ADDITIONAL POINT LAYOUT INFORMATION. MILITARY RD S & S 298TH ST COMPACT ROUNDABOUT INTERSECTION PLAN INTERSECTION GRADING KPG PROJECT No 17084 1 SHT 13 OF 29 MILITARY RD S p "aa • _ V_�r+� ti PLAN SW CORNER 0 5 10 20 30 SCALE IN FEET NO f DATE I BY I APPR REVISIONS Approved By ENGINEERINGmANAGER DATE PROAl MANAGER DATE PROJECTENGIR6ER DATE 17p9Wtt8Wdp FILENAME BDC 12/17 DESIGNED BY DATE MDD 12/17 DRAWN BV DATE AMK 12117 CHECKED BY DATE 14LP�r Interdisciplinary Design 313161io11Ave rsonAveSeile460 �T2R2JePe acara,VrAI Seal e:WA96121 (25316274720 (206)20G7646 wwh P[ X71 INTERSECTION A CURB RAMP LAYOUT POINTS OdNN STATION OFFSET FLOWLINE ELEV CURB HEIGHT DESCRIPTION tsw 13+07.93 22.61' LT 0' LANDING 2sw 13+12.98 22.84' LT 0' RAMP 3sw 13+19.03 23.14' LT 6" LANDING 4sw 13+24.08 23.42' LT 6" RAMP 5sw 13+39.46 24.33' LT 0" LANDING 6sw 13+401 24.65' LT 0" RAMP 7sw 13+49.23 24.82' LT APPROX 5" PC 8sw 13+51.22 25.10' LT 6" LANDING 9sw 13+61.65 27,09' LT 6" 1/6A 1Dsw 13+72.80 31.58' LT 6' 1/3A 11sw 13+82.78 38.29' LT 6' 1/2A 12sw 13+91,11 46.91' LT 6" 2/3A 13sw 13+97.52 57.25' LT 6" 5/6A / RAMP 14sw 14+01.41 68.32' LT APPROX 1" PT 15sw 14+01.63 69.29' LT 0" LANDING 16sw 14+02.78 74.17' LT 0" RAMP 17sw 14+03.93 6" LANDING 18sw 14+05.09 6" RAMP 19sw 14+07.42 TLT 0" LANDING 20sw 14+08.60 0" LANDING Y9 CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH Ct 7a2B'2B' 55.00' at_80' 71.49' CONSTRUCTION ` OFFSET I I CURB HEIGHT FLOWLINE ELEVATION —SEE PAVEMENT SECTION SHEET 4. INTERSECTION & CURB RAMP LAYOUT POINT NTS GENERAL NOTES 1. SEE ALSO ADA FEATURES SURVEYING S.P. 1-054 FOR ADDITIONAL SURVEYING REQUIREMENTS AND DOCUMENTATION. 2. RAMPS AND SIDEWALKS SHALL BE TREATED THE SAME AS ALL PROJECT WORK WITH CONTRACTOR SOLELY RESPONSIBLE THAT WORK MEETS APPLICABLE STANDARDS, CONTRACTOR SHALL CORRECT ANY NON -COMPLIANT WORK AT NO AoUnONAL COST TO THE CONTRACTING AGENCY, WORK SHALL BE FORMALLY ACCEPTED BY THE CONTRACTING AGENCY DURING PROJECT CLOSEOUT AND AT NO OTHER TIME. 3 FIELD VERIFY AND CONSTRUCT CURB RAMPS TO MEET ADA REQUIREMENTS. CONSTRUCTION NOTES OCEMENT CONCRETE PERPENDICULAR CURB RAMP, TYPE PERPENDICULAR A. PER WSDOT STD PLAN F-40.15-03 OCEMENT CONCRETE PARALLEL CURB RAMP, TYPE PARALLEL A. PER WSDOT STD PLAN F-40.12-03. 03 HMA TRANSITION RAMP PER DETAIL SHEET 5. OCEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-03. OS DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. OCURB RAMP LENGTH IS NOT REQUIRED TO EXCEED 15 FEET, WHEN APPLYING THE 15—FOOT MAX. LENGTH. THE RUNNK SLOPE OF THE CURB RAMP IS ALLOWED TO EXCEED 8.3X USE A SINGLE CONSTANT SLOPE FROM BOTTOM OF RAMP TO TOP OF RAMP TO MATCH INTO THE SIDEWALK OVER A HORIZONTAL DISTANCE OF 15 FEET. DO NOT INCLUDE ABUTTING LANDING(S) IN THE 15-FOOI MAX. MEASUREMENT. LENGTH IS MEASURED ON THE INSIDE RADUIS ALONG THE BACK OF THE WALKWAY. 85% REVIEW & CITY OF MILITARY RD S & S 298TH ST SUBMITTAL FederalWayCOMPACT ROUNDABOUT JAN 2018 INTERSECTION PLAN SW CORNER KPG PROJECT No 17084 1 SHT 14 OF 29 GENERAL NOTES MILITARY RD S PLAN SE CORNER 0 5 10 20 30 SCALE IN FEET NO DATE BY APPR REVISIONS Approved By 17094INTSEAw9 FILENAME BDC 12/17 ENGINEERING IAANAGER DATE DESIGNED BY DATE Moo 12117 PROJECT RIANAOER DATE DRAWN BY DATE AMK 12117 PROJECTENGINEER DATE CHECKED BY DATE t *s �i* a ~fF* ���' ♦'�yyyyi* its si1000 s"Af j'�i*�*w*yY �'�* to Is 2,401-10 T Interdisciplinary Design 3131EklA%* 2SDZld411sptAle Sule400 TamWAR42 SeattIC WA 98121 {?SiiG'11b11U (206)200VA rwTp¢van INTERSECTION & CURB RAMP LAYOUT POINTS !!! STATION OFFSET FLOWLINE ELEV CURB HEIGHT DESCRIPTION Ise 12+89.91 22,29' RT 0' RAMP 2se 12+91.46 18.65' RT 6' PC 3se 12+99.37 12.69' RT 6' PRC 4se 13+11.98 11.07' RT 6" 1/2A 5se 13+24.59 9.29' RT 6' PRC 6se 13+38.76 &95 RT 00/6- RAMP Ise 13+44.67 9.85' RT 0"/6- RAMP 8se 13+54.75 12.8B' RT 6" PCC 9se 13+64.80 18.58' RT 6" 1/6A 10se 13+73.00 26.71' RT 6' 1/3A 11se 3+08.51 27.71' RT 6' 1/2A 12se 3+16.53 23.41' RT p'/6' RAMP 13se 3+22.72 20.84' RT 0'/6' RAMP 14se 3+32.45 1&00' RT 0' 5/6A 15se 3+45.13 16.287 RT APPROX 6 PCC !! 1 CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 59'4652' 10.00' 5.74' 10.42' C2 2105'35' 700.00' 12,79' 2557' C3 29 28'10' 60.00' 15.78' 30.86' C4 88'54'18- 45A0' 1 44.15' 69.83' 85°/D REVIEW & `Federal Way SUBMITTAL Centered on Opportunity JAN 2018 1. SEE ALSO ADA FEATURES SURVEYING S.P. 1-05 4 FOR ADDITIONAL SURVEYING REQUIREMENTS AND DOCUMENTATION. 2 RAMPS AND SIDEWALKS SHALL BE TREATED THE SAME AS ALL PROJECT WORK WITH CONTRACTOR SOLELY RESPONSIBLE THAT WORK MEETS APPLICABLE STANDARDS CONTRACTOR SHALL CORRECT ANY NON -COMPLIANT WORK AT NO ADDITIONAL COST TO THE CONTRACTING AGENCY. WORK SHALL BE FORMALLY ACCEPTED BY THE CONTRACTING AGENCY DURING PROJECT CLOSEOUT AND AT NO OTHER TIME 3. FIELD VERIFY AND CONSTRUCT CURB RAMPS TO MEET ADA REQUIREMENTS. CONSTRUCTION NOTES 0 CEMENT CONCRETE PERPENDICULAR CURB RAMP, TYPE PERPENDICULAR A. PER WSDOT STD PLAN F-40.15-03. OCEMENT CONCRETE PARALLEL CURB RAMP, TYPE PARALLEL A, PER WSDOT STD PLAN F-40.12-03. 03 HMA TRANSITION RAMP PER DETAIL SHEET 5. 0 CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-03. ODETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. O6 CURB RAMP LENGTH 15 NOT REQUIRED TO EXCEED 15 FEET. WHEN APPLYING THE 15-FDDT MAX. LENGTH, THE RUNNING SLOPE OF THE CURB RAMP IS ALLOWED TO EXCEED 8.3X USE A SINGLE CONSTANT SLOPE FROM BOTTOM OF RAMP TO TOP OF RAMP TO MATCH INTO THE SIDEWALK OVER A HORIZONTAL DISTANCE OF 15 FEET. DO NOT INCLUDE ABUTTING LANDING(S) IN THE 15-FOOT MAX. MEASUREMENT. LENGTH IS MEASURED ON THE INSIDE RADIUS ALONG THE BACK OF THE WALKWAY. CONSTRUCTION OFFSET CURB HEIGHT FLOWLINE ELEVATION SEE PAVEMENT SECTION SHEET 4. INTERSECTION & CURB RAMP LAYOUT POINT NTS MILITARY RD S & S 298TH ST INTERSECTION PLAN SE CORNER COMPACT ROUNDABOUT KPG PROJECT No 17084 I SHT 15 OF 29 INTERSECTION & CURB RAMP LAYOUT POINTS NNA STATION OFFSETFFLOWLINE LEV CURBDESCRIPTION HEIGHT Inw 14+40.76 96.67' LT 0' LANDING 2nw 14+39.85 91.76' LT 0" LANDING 3nw 14+38.03 81.91' LT 6' RAMP 4nw 14+36.40 73.04' LT 6" RAMP 5nw 14+35.53 68.24' LT 0" PC/LANDING 6nw 14+34.91 63.14' LT 0" LANDING 7nw 14+34.87 5&44' LT APPROX 2" 1/66 Bnw 14+36.DO 50.35' LT 6" RAMP 9nw 14+40.03 39.59' LT 6' 1/2A 1Onw 14+45.56 31.42' LT 6' 2/3A 11nw 14+52.71 24.60' LT 6' 5/6A 12nw 14+61.15 19.45' LT 6" PCC 13nw 14+63.82 18.26' LT 6' RAMP 14nw 14+74.53 14-76' LT 0' LANDING 15nw 14+80.46 13.61' LT 0' LANDING 16nw 14+87,43 13,00' LT 6" RAMP 17nw 14+93.24 13.02' LT 6" RAMP 18nw 14+96.14 13.21' LT APPROX 5" PT 19nw 15+09.00 14.12' LT 0" LANDING 20nw 15+14.12 14,35' LT 0' LANDING IP CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 75'08'53" 45.00' 34.62' 59.02' C2 31"30'18" 65.00' 18.33' 35.74' NO. I DATE I BY APPR REVISIONS Approved By F'f" 170B41NTNW-d.g FILENAME BDC 12117 ENGINEE111I1a MANAGER DATE DESIGNED BY DATE MDD 12117 PROJECT NANAGEH DATE DRAWN BY DATE AMK 12117 PROJECT ENGINEER PATE CHECKED BY DATE ELEVATIONS AND GRADES HAVE NOT BEEN DESIGNED FOR 85% SUBMITTAL PLAN �11 NW CORNER 0 5 10 20 30 SCALE IN FEET +¢ pAA IEtl r interdisciplinary Design 85% REVIEW 3131ENioftAve 2502 Jefferson Ave + Suile4U0 Tacoma, WA90402 SUBMITTAL Sealtle,WA98121 (253)627-0720 UAN 2018 (2061266-1670 www.kpg.mm MILITARY RD S GENERAL NOTES 1. SEE ALSO ADA FEATURES SURVEYING S.P. 1-05.4 FOR ADDITIONAL SURVEYING REQUIREMENTS AND DOCUMENTATION. 2. RAMPS AND SIDEWALKS SHALL BE TREATED THE SAME AS ALL PROJECT WORK WITH CONTRACTOR SOLELY RESPONSIBLE THAT WORK MEETS APPLICABLE STANDARDS CONTRACTOR SHALL CORRECT ANY NON -COMPLIANT WORK AT NO ADDITIONAL COST TO THE CONTRACTING AGENCY, WORK SHALL BE FORMALLY ACCEPTED BY THE CONTRACTING AGENCY DURING PROJECT CLOSEOUT AND AT NO OTHER TIME. 3 FIELD VERIFY AND CONSTRUCT CURB RAMPS TO MEET ADA REQUIREMENTS. CONSTRUCTION NOTES OCEMENT CONCRETE PERPENDICULAR CURB RAMP, TYPE PERPENDICULAR A. PER WSDOT STD PLAN F-40.15-03. 0 CEMENT CONCRETE PARALLEL CURB RAMP, TYPE PARALLEL A, PER WSDOT STD PLAN F-40.12-03. 03 HMA TRANSITION RAMP PER DETAIL SHEET 5. 0 CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-03. 05 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-4510-01. CURB RAMP LENGTH IS NOT REQUIRED TO EXCEED 15 FEET. WHEN APPLYING THE 15-FOOT MAX. LENGTH, THE RUNNING SLOPE OF THE CURB RAMP IS ALLOWED TO EXCEED 8.3X USE A SINGLE CONSTANT SLOPE FROM BOTTOM OF RAMP TO TOP OF RAMP TO MATCH INTO THE SIDEWALK OVER A HORIZONTAL DISTANCE OF 15 FEET, DO NOT INCLUDE ABUTTING LANDING(S) IN THE 15-FOOT MAX- MEASUREMENT. l LENGTH IS MEASURED ON THE INSIDE RADIUS ALONG THE BACK OF t THE WALKWAY. I 1 J CONSTRUCTION � OFFSET CURB HEIGHT 1 FLOWLINE ELEVATION — SEE PAVEMENT SECTION SHEET 4 INTERSECTION & CURB RAMP LAYOUT POINT NTS CITY OF MILITARY RD S & S 298TH ST Federal Way COMPACT ROUNDABOUT Centered bri Oppor%unity INTERSECTION PLAN NW CORNER SHT 16 OF 29 KPG PROJECT No 170B4 .-1 GENERAL NOTES CONSTRUCTION OFFSET I CURB HEIGHT \ FLOWLINE ELEVATION ` SEE PAVEMENT SECTION SHEET 4. INTERSECTION & CURB RAMP LAYOUT POINT NTS INTERSECTION & CURB RAMP LAYOUT POINTS NNN STATION OFFSET FLOWLINE ELEV CURB HEIGHT DESCRIPTION 1ne 14+17.04 58.26' RT APPROX 6" FLARE/MATCH EXIST 2ne 14+18.05 55.32' RT APPROX 2" PC 3ne 14+18.54 53.97' RT 0" RAMP One 14+20.67 48.75' RT 0" RAMP 5ne 14+23.40 44.40' RT 6" FLARE 6ne 14+27.99 38.43' RT 6" 1/3Q 7ne 14+35.26 31.84' RT 6- 1/2A Brie 14+43.70 26.86' RT 6" 2/36 9ne 14+52.98 23.69' RT 6" 5/6A 10ne 14+62.71 22.48' RT 6" PT 11ne 14+72.91 22.28' RT O' RAMP 12.e 14+78.85 22,19' RT 0" RAMP 13ne 14+84.46 22.12' RT APPROX 6" MATCH EXIST 14ne 15+01.30 21.9B' RT APPROX 6" MATCH EXIST 15ne 15+09.11 21.96' RT 0' BIKE RAMP 16ne 15+15.82 22,03' RT 0' BIKE RAMP 17ne 15+18.48 22.06' RT APPROX 6' MATCH EXIST NO. I DATE I BY APPR REVISIONS Approved By 170841NTNE,dwg FILENAME BDC 12/17 ENGINCERING MANAGER DATE DESIGNED BY DATE MDD 12117 PROJEcl 1AANAGER DATE DRAWN BY DATE AMK 12J17 PROJECT ENGINEER DATE CHECKED BY DATE ►A CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 6B'09'56' 50.00' 33.83' 59.49' pi - Interdisciplinary Design 31316liollAve 2502Jefferson Ave Suile400 Tacoma, WA98402 Sealtle,WA98121 (253)627-0720 (206)28G1640 www.kpgcom PLAN HE CORNER � 0 5 10 20 30 SCALE IN FEET 85% REVIEW I &Federal Way SUBMITTAL 1f Centered an Oppartun(ty JAN 2018 1. SEE ALSO ADA FEATURES SURVEYING SR 1-054 FOR ADDITIONAL SURVEYING REQUIREMENTS AND DOCUMENTATION 2. RAMPS AND SIDEWALKS SHALL BE TREATED THE SAME AS ALL PROJECT WORK WITH CONTRACTOR SOLELY RESPONSIBLE THAT WORK MEETS APPLICABLE STANDARDS, CONTRACTOR SHALL CORRECT ANY NON -COMPLIANT WORK AT NO ADDITIONAL COST TO THE CONTRACTING AGENCY. WORK SHALL BE FORMALLY ACCEPTED BY THE CONTRACTING AGENCY DURING PROJECT CLOSEOUT AND AT NO OTHER TIME. 3. FIELD VERIFY AND CONSTRUCT CURB RAMPS TO MEET ADA REQUIREMENTS. CONSTRUCTION NOTES OCEMENT CONCRETE PERPENDICULAR CURB RAMP, TYPE PERPENDICULAR A, PER WSDOT STD PLAN F-40.15-03. OCEMENT CONCRETE PARALLEL CURB RAMP, TYPE PARALLEL A. PER WSDOT STD PLAN F-40.12-03. 03 HMA TRANSITION RAMP PER DETAIL SHEET 5. OCEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-03. 0 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01 O6 CURB RAMP LENGTH IS NOT REQUIRED TO EXCEED 15 FEET. WHEN APPLYING THE 15-FOOT MAX. LENGTH, THE RUNNING SLOPE OF THE CURB RAMP IS ALLOWED TO EXCEED 8.3% USE A SINGLE CONSTANT SLOPE FROM BOTTOM OF RAMP TO TOP OF RAMP TO MATCH INTO THE SIDEWALK OVER A HORIZONTAL DISTANCE OF 15 FEET. DO NOT INCLUDE ABUTTING LANDING(S) IN THE 15-FOOT MAX. MEASUREMENT. LENGTH IS MEASURED ON THE INSIDE RADIUS ALONG THE BACK OF THE WALKWAY. 07 BICYCLE RAMP PER DETAIL, SHEET 5. CONSTRUCTION OFFSET I CURB HEIGHT FLOWLINE ELEVATION SEE PAVEMENT SECTION SHEET 4. INTERSECTION & CURB RAMP LAYOUT POINT NITS MILITARY RD S & S 298TH ST COMPACT ROUNDABOUT INTERSECTION PLAN NE CORNER KPG PROJECT No. 17084 l SHT 17 OF 29 PLAN 0 5 10 20 30 SCALE IN FEET NO DATE I BY APPR REVISIONS Approved By 17oMUNNrt AMI PLENAME BDC }91r ENGINE E RING MANAGER DATE DESIGNED 6V DATE mm 1211 ;R- CT MANAGER GATE GRAWN BY DATE AMR ioll, PROJECT ENGiNEE R DATE CHECNF,0 BY DATE Interdisciplinary Design 3n3 Elio Am 2�62J �e &.424l1 Txam,W4wm Same. WA 93121 1M2)j6eimom?m 906IM160 wrAAn- 85% REVIEW SUBMITTAL JAN 2018 NM CURB LAYOUT POINTS NUMBER STATION OFFSET FL ELEV DESCRIPTION 1s 12+89.67 6.19' LT ??? PC 2s 12+92.51 9.35' LT ??? PT 3s 12+99.89 9.72' LT ??? MID 4s 13+07.28 10.06' LT ??? PC 5s 13+19.78 10.67' LT ??? MID 6s 13+32.27 11.37' LT ??? PRC 7s 13+35.46 8.37' LT ??? PT 8s 13+35.46 6.82' LT ??? PC 9s 13+32.48 3.82' LT ??? PRC 10s 13+27.61 3.62' LT ??? MID 11s 13+22.77 3.07' LT ??? PRC 12s 13+08.01 1.01' LT ??? MID 13s 12+93.24 0.83' RT ??? PCC 14s 12+89.89 1.99' LT ??? PT 15s 13+48.02 9.58' LT ??? PC 16s 13+50.81 12.55' LT ??? PRC 17s 13+57.17 13.30' LT ??? MID 18s 13+63.44 14.61' LT ??? PRC 19S 13+67.15 11,11' LT ??? PRC 20s 13+66.40 5.80' LT ??? MID 21s 13+66.31 0.44' LT ??? PRC 22s 13+62.08 2.43' RT ??? PRC 23s 13+56.26 0.10' RT ??? MID 24s 13+50.25 1.70' LT ??? PRC 25s 13+47.98 4.63' LT ??? PT MM CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 1-24'35" 1012.50' 12.46' 24.91' C2 7'41'11' 72.50' 4.87' 9.73' C3 2'28'55" 687.50' 14.89' 29.78' C4 10'48'40' 67.50' 6.39' 12.74' C5 14'17'32" 43.00' 5.39' 1 10.73' C6 9'54'40- 72.50' 6.29' 12.54' GENERAL NOTES 1. SEE ALSO SPUTTER ISLAND DETAIL SHEET 5 AND TYPICAL SECTIONS SHEET 4. 2. RADII OF UNLABELED SPUTTER ISLAND CORNERS ARE R=3.0 FT. ELEVATIONS AND GRADES HAVE NOT BEEN DESIGNED FOR 85% SUBMITTAL IE CURB LAYOUT POINTS NUMBER STATION OFFSET FL ELEV DESCRIPTION 1w 2+01.57 0.06' LT ??? PC 2w 2+04.16 2.81' LT ??? PRC 3w 2+10.45 4.01' LT ??? MID 4w 2+16.56 5.91' LT ??? PRC 5w 2+20.58 2.72' LT ??? PRC 6w 2+20.26 1.90' RT ??? MID 6.54' RT ??? PRC 2+16.38 9.62' RT ??? PRC L7w2+20.43 2+10.18 7.59' RT ??? MID 2+03.82 6.18' RT ??? PRC2+01.34 3.00' RT ??? PT Fin] CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C7 12'45'31' 57.50' 6.43' 12.80' CB 12'22'03" 43.00' 4.66' 9.28' C9 11'04'05" 67.50' 6.54' 13.04' CITY OF MILITARY RD S & S 298TH ST Federal ■■"7 COMPACT ROUNDABOUT Centered an Opportunity INTERSECTION PLAN SOUTH & WEST ISLANDS KPG PROJECT No 17084 I SHT 18 OF 29 GENERAL NOTES j� CURB LAYOUT POINTS NUMBER STATION I OFFSET FL ELEV DESCRIPTION 1c 13+85.31 1.07' LT ??? ^- 2c 13+87.99 13.20' LT ??? ^- 3c 13+96.45 22.35' LT ??? -- 4c 14+08.45 26.03' LT ??? ^- 5c 14+20.6B 23.21' LT ??? -^ 6c 14+29.79 14.68' LT ??? - 7c 14+33.32 2.76' LT ??? -- 8C 14+30.41 9.32' RT ??? -- 9c 14+21.93 18.34' RT ??? -- 10C 14+10.14 21.94' RT ??? -^ 11c 13+98,14 19.18' RT ??? -- 12c 13+89.05 10.77' RT ??? -- NI CURB LAYOUT POINTS NUMBERI STATION I OFFSET FL ELEV I DESCRIPTION le 13+94.16 40.29' RT ??? PCC 2e 13+94.82 38.40' RT ??? PRC 3e 14+01.66 40.26' RT ??? MID 4e 14+08.71 40.95' RT ??? PRC 5e 14+08.69 42.95' RT ??? PCC 6e 14+01.32 42.23' RT ??? MID ELEVATIONS AND GRADES HAVE NOT BEEN DESIGNED FOR 85% SUBMITTAL 1 ' R21���t I l 1 I 1 1 1 I V 1 1 r ! 1 NO I DATE I BY I APPR REVISkORS Approved By 170041NT03•dwg FILENAME BDC 12117 EN4ENEERING MANAGER DATE DESIGNED BY DATE Moo 1uT7 PROJECT MANAGER DATE DRAWN BY DATE AMK 12117 PROJECT E RGINEER DATE CHECKED BY DATE Nl CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH C1 9'21'21' 77.56 6.34' 12.66' C2 8'33'25" 77.50' 5.80' 11.57' C3 2'00'47' 393.50' 6.91, 13.83' C4 542'31" 150.00' 7.48' 14.95' A 41c L %% 1'* *s'>+ �d*+*� • 15i1 + (fig i F'uf x%p%OIX *{ �%spR�*0y�� f�jF1, - *er jRj ►� �}, ' ► it Q � rtAIN 10 11i Sri / 1 PLAN_ 0 5 10 20 30 i SCALE IN FEET of Interdisciplinary Design 311iEiAmAYI 85% REVIEW & CITY Federal Way < +mow t� 56m1E•,W-A9i12t 5&*, iamr0.WA9�tl2 R53}b7i4M SUBMITTAL Cenlered onOpporlunity >nI• t }[W1d0 11W4;g0Cm JAN 201 B 1. SEE ALSO SPUTTER ISLAND DETAIL SHEET 5, ROUNDABOUT CENTER ISLAND DETAIL SHEET 5 AND TYPICAL SECTIONS SHEET 4. 2. RADII OF UNLABELED SPUTTER ISLAND CORNERS ARE R=3.0 FT. 1! CURB LAYOUT POINTS NUMBER STATION OFFSET FL ELEV DESCRIPTION 1n 14+52.32 5A7' LT ??? PC 2n 14+56.58 7.64' LT ??? PRC 3n 14+62.43 5.21' LT ??? MID 4n 14+68.46 3.24' LT ??? PRC 5n 14+70.64 0.23' LT ??? PT 6n 14+70.38 6.07' RT ??? PC 7n 14+67.77 8.92' RT ??? PT On 14+61.21 9.78' RT ??? MID 9n 14+54.65 10.65' RT ??? PC 10n 14+51.27 7.43' RT ??? PT 11n 14+51.79 1.13' RT ??? MID 12n 14+82.53 2.29' RT ??? PC 13n 14+85.69 0.57' LT ??? PRC 14n 14+91.48 0.46' LT ??? MID 15n 14+97.26 0.76' LT ??? PCC 16n 15+04.15 1.31' LT ??? MID 17n 15+11.06 1.71' LT ??? PRC 18n 15+14.20 1.17' RT ??? PT 19n 15+14.22 1.78' RT ??? PC 20n 15+11.25 4.90' RT ??? PT 21n 15+07.27 4.94' RT ??? PC 22n 14+99.82 5.22' RT ??? MID 23n 14+92.39 5.89' RT ??? PT 24n 14+85,82 6.67' RT ??? PC 25n 14+82.47 3.55' RT ??? PT MILITARY RD S & S 298TH ST COMPACT ROUNDABOUT INTERSECTION PLAN NORTH, EAST & CENTER ISLANDS KPG PROJECT No 170t14 SHT 19 OF 29 1 I a a .BEGIN WALL` \ V I WALL 2, STA 1+13.63 \ - I ff MILITARY RO S rL STA 14+47.41? LT END WAL1 \ WALL 2,, MILITARY =- I X� ---_~ •fix S 19S 1 500 495 490 485 480, 475 470 465 460 1 +00 PLAN 0 2.5 5 10 15 SCALE IN FEET a711- A ! f 1 7.-26.61' LT • , 11 ��•� � I+ is I fjlf 6; rj P N } N t N } J a Ja 4 - TOP OF EXISTING GROUND AT WALL / INTEGRAL CURB 1 PROPOSED TOP BACK OF SIDEWALK NO DATE BY APPR. REVISIONS Approved By YY 17084WALLd g FILENAME BDC 12/17 ENGINE£ RING MANAGER OA7E DESIGNED BY DATE BDC 17/17 PROJECT MANAGER DATE DRAWN BY DATE AMK 12117 PROJECT ENGINEER DATE CHECKED BY DATE I IF 2+00 '� pAN1E( C! IMPIlEm"k Interdisciplinary Design 85% REVIEW 3131FJa¢Are 7502JLe`Rrai�=. a 4 T2COAB.14d: i SUBMITTAL cg�l 5�� Sane.wA99121 lal�zl�lx. JAN 2018 �651ieGl6a0 x�r;JayDr 500 495 490 485 480 475 470 465 460 2+25 WALL 2 NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN L1 1+00.00 125678.84 1277448.91 42.33' N 71'21'57" E Ct 1+42.33 125692.37 1277489.03 50.50' 75-08.53" 38.50' 1+71.96 29.62' C2 1+92.83 125731.39 1277515.14 1 32.17' 31.30'18" 58.50 2+09.33 16.50' CONSTRUCTION NOTES IT CONSTRUCT INTEGRAL CURB, SEE DETAIL SHEET 6. CITY OF MILITARY RD S & S 298TH ST Federal Way COMPACT ROUNDABOUT Centered on Opportunity WALL PLAN WALL 2 KPG PROJECT No. 17084 SHT 20 OF 29 496 485 480 475 470 465 I I I I1),36' 3 q �1 �4T36" 5- WOOD _ C- s- MILITARY RD S 13+00 w � w FO w & UNDERGROWTH aARx +1RID' 1 BARK PLAN N5 CB TYPE 2-48 STA 13+93.96, 33-46' LT RIM 480.42 IE IN 477 06 (12-SE) IE IN 477.06 (8"S) IE OUT 477.06 (12"W) INSTALL ROUND SOLID LOCKING COVER WITH HINGED ASSEMBLY k WGH 72 LF 12' SD 5=4.4g,Z CE TYPE 1 STA 13+21,51, 22.53 1 RIM 483.18 IE OUT 480.30 (12'NW) 30 LF 12" SO S=0.50% 0 10 20 40 60 SCALE IN FEET CB TYPE 1 490 STA 14+00.60, 62.77' Li RIM 479.46 IE IN 476 91 (12"E) IE OUT 476 91 (12"W) 485 EXISTING GROUND AT -4-F---PIPE CENTERLINE (TYP) 480 I- _ - BEVELED PIPE END 81 LF 12" SO S=0.50% 475 MATCH EXISTING DITCH GRADE SEE DITCH ± IE 476.5 470 NO I DATE BY APPR REVISIONS Approved By 170B4STRMD1.&g FILENAME WRE 12117 ENGINEERING MANAGER DATE DESIGNED BY DATE WRE 12117 PROJECT MANAGER DATE DRAWN BY DATE AMK 12F17 PROJECT ENGINEER DATE CHECKED BY DATE K 201] 4 . E- DWY 1 s DARK DRK IE 47 $' IE 73. 1 , _ 1 (4 5' CHLK • WATER UNLOCATEABLE TO MF� RR -TIE RET WALL 5 D ' FF=479.66 _ - BRICK RET WALL - i 890 PLTR 1 cn FF=4B2. 81 I 1O p BRICK PLTR I iCS CIR 2979. 35 Iw 47i.17 5 1.EMW a 0. Lr PVC It472.4 NW, 12" CMP ■DOD CONIC BLOCK RET WALL 5 W000 �� / - r OMBLOCK RET WALL 5 .`G G- 5 15+00 1 + s I MILITARY RD S _w 1 (7 LF) 2 '► -� CONCRETE INLET 3 6 STA 14+34.33. 31.60RT Ic %71 RIM 481.45 4 4� N• P9 IE IN 479.7 N 479. o; It 479.0 NtC Z' STEEL IE OUT 497 0 NW 490 9 CI TYPE 1 STA 13+80.55, 47,2i RIM 479.06 485 IE OUT 477.35 (8'N) APPROXIMATE FINISH GROUND OVER PIPE 400 CENTERLINE r 475 470 465 465 �_19 LF 8" DIP S=1.50% RE PROFILE 3]HOPCOA /o Interdisciplinary Design 85 0 REVIEW 3131 HM Ave IS>;2.k's 'R 400 T4rmwA� SUBMITTAL Srgmis 121 WaIs11� m JAN 2018 j2B6i2Bfr1614 W�x'31pimn 490 490 APPROXIMATE FINISH GROUND OVER PIPE CENTERLINE 485 485 CONNECT EXISTING PIPE TO NEW PIPE WITH COUPLING 480 480 MATCH EXISTING PIPE SIZE AND SLOPE 475 475 470 470 465 465 EXISTING 12' CONIC PIPE END OF EXIST 12" CONIC SO IE 477.3 GENERAL NOTES 1. STORM DRAINAGE STRUCTURES SHALL BE PER CITY OF FEDERAL WAY STANDARD DETAILS. 2. INSTALL VANED GRATES WITH STANDARD FRAME ON CATCH BASINS UNLESS OTHERWISE NOTED ON PROFILES. 3. LOCATIDN, DEPTH, AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY WITH POTHOLING PRIOR TO CONSTRUCTION. 4. SEE STORM DRAINAGE PROFILES FOR STRUCTURE CALLOUTS. STATION AND OFFSET LISTED IS TO CENTER OF THE STRUCTURE. 5. INSTALL POLLUTION PREVENTION MARKER AT EACH CATCH BASIN PER CITY OF FEDERAL WAY STANDARD DRAWING NO. 4-11. 6. ALL ROUND FRAMES AND COVERS WITHIN THE TRAVELED ROADWAY SHALL BE HEAVY-DUTY HINGED STYLE WITH HIGH -IMPACT RISERS SEE SPECIAL PROVISIONS. CONSTRUCTION NOTES (1 REMOVE EXISTING STORM DRAIN PIPE OZ REMOVE EXISTING STORM DRAIN STRUCTURE GRADE TO DRAIN O4 INSTALL DITCH PROTECTION. SEE DETAIL, SHEET 22 CONNECT NEW PIPE TO EXISTING PIPE WITH COUPLING. MATCH lJ EXISTING PIPE SIZE AND SLOPE. (�} LOCATE EXISTING PIPE CONNECTIONS (2) FROM EXISTING CATCH BASIN TO BE REMOVED AND RECONNECT TO NEW STRUCTURE. 490 CB TYPE 1 STA 14+33.94. 58.22' LT RIM 480.63 IE OUT 1478,24 (12"SW) INVERT MAY VARY BASED ON EXISTING PIPE SLOPE TO BE FIELD VERIFIED LEGEND •� STORM DRAIN LINE O STORM DRAIN MANHOLE O SDCB OR SHALLOW INLET DIRECTIONAL FLOW ARROW xxxxxxxxxxxxx REMOVE STORM DRAIN PIPE ..._� SURFACE FLOW DIRECTION ® DITCH PROTECTION (ROCK PAD) 475 39 LF 12" DIP fS=2.57% SLOPE MAY VARY BASED ON EXISTING PIPE SLOPE �I TO BE FIELD VERIFIED IT 465 CITY OF MILITARY RD S & S 298TH ST Federal Way COMPACT ROUNDABOUT Centered an opportuRity STORM DRAINAGE PLAN & PROFILE MILITARY ROAD S STA 12+00 TO STA 16+75 KPG PROJECT No 17084 SHT 21 OF 29 CEMENT CONC. HMA ROADWAY AREAS SIDEWALK AREAS SAWCUT IN NEAT VERTICAL, SEAL WITH AE-4000W--- a EXISTING PAVEMENT, DEPTH VARIES ' SEE ROAD SECTION GRAVEL BORROW FOR TRENCH BACKFILL GRAVEL BACKFILL FOR PIPE ZONE BEDDING STORM DRAIN PIPE, SIZE AS SHOWN ON PLANS I .x I t SEE ROAD SECTION io g -i io MAX YAT UMI I• t UNDISTURBED SUBGRADE • ID + 30' FOR 8" DIA k 12" DIA PIPE, WHERE ID IS NOMINAL PIPE DIA • (1.5 • ID) + 18' FOR PIPE 18" DIA OR GREATER, WHERE ID IS NOMINAL PIPE DIA TYPICAL TRENCH DETAIL NTS 12' DEPTH OUARRY SPALLS FOR CHANNEL PROTECTION, 3' MIN WIDTH. EXISTING CHANNEL 2:1 MAX SLOPE I L NEW SO PIPE s. CONSTRUCTION GEOTEXTILE FOR SEPARATION COMPACTED SUBGRADE DITCH PROTECTION DETAIL NO DATE BY APPR REV1sms Approved By 17U64DErl2•dw9 FILENAME WRE 12/17 En0iNEERING MWAGER HATE DESIGNED BY DATE WRE 12117 PROJECT MANACLE R GATE DRAWN BY DATE AMK 12117 PROJECT ENGINEER DATE CHECKED BY DATE ]EVEW C G 85 /o REVIEW Interdisciplinary Design 0 313' Boa Aye i5 AhwA4 - `vU24DO T=nkWA wa SUBMITTAL 4s:�• so*..wAsa121 (mlmr-om JAN 2018 am)xG%40I wal pp MY OF MILITARY RD S & S 298TH ST Federal Way COMPACT ROUNDABOUT Centered Grr Opportunity DRAINAGE DETAILS KPG PROJECT No 17084 ` SHT 22 OF 29 A GENERAL NOTES J r 1 I I f a l i f oCDi I i - —��—G- v N I— W N ul) J N w w IN MILITARY RD S 1 ❑ w� D FO FO FO Tp —_------R/W--------- NO- DATE BY APPR REVISIONS Approved By 170841LL01Aw9 FILENAME 12117 ENGIKERING MANAGER DATE DESIGNED BY DATE 1y17 PROJECT MANAGER DATE DRAWN BY DATE 12117 PROJECT ENGINEER DATE CHECKED BY DATE PLAN 0 10 20 40 60 SCALE IN FEET 1- ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, THE LATEST AMENDMENTS TO STANDARD SPECIFICATIONS, SPECIAL PROVISIONS, THESE PLANS, NEC, PSE AND CITY GUIDELINES AND STANDARDS. 2. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND LUMINAIRES SHOWN ON THIS PLAN ARE FOR GRAPHIC REPRESENTATION ONLY AND FINAL LOCATIONS SHALL BE DETERMINED IN THE FIELD, ALL EQUIPMENT AND CONSTRUCTION ACTIVITIES SHALT. BE LOCATED WITHIN THE CITY OF FEDERAL WAY RIGHT-OF-WAY. 3. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. AFTER INSTALLATION AND FINAL INSPECTION. LIDS FOR JUNCTION BOXES TYPE 1 AND 2 SHALL BE SPOT WELDED AT TWO SEPARATE LOCATIONS. 4. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (350 DEGREES TOTAL-) IF NUMBER OF BENDS EXCEEDS LISTED REOUIREMENTS. THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS DIRECTED BY THE ENGINEER, 5. COORDINATE ALL FIELD ELECTRICAL WORK INCLUDING WORK IN THE ELECTRICAL SERVICE CABINET WITH KING COUNTY MAINTENANCE REPRESENTATIVE: MARK PARRETT AT (206) 396-3763. 6_ EXISTING ELECTRICAL SERVICE CABINET LOCATED AT APPROXIMATELY: 29841 30TH AVE S CONSTRUCTION NOTES O EXISTING TIMBER LUMINAIRE TO REMAIN. LEGEND EXISTINGNEW DESCRIPTION ROADWAY LUMINAIRE (COBRA) e ✓ 7 AND POLE ®B m B v ON JUNCTION BOX TYPE 1, 2, B P _ _ CONDUIT Q WIRE NOTE O CONSTRUCTION NOTE ■ SPLICE ELECTRICAL SERVICE CABINET inierd ppG 3131�^� ' 85% REVIEW CITY Federal Way MILITARY RD S & S 298TH ST �� SUBMITTAL ,.` COMPACT ROUNDABOUT atra,ul E wassin IT"�`"' Ft�3}�27�r,- JAN 2018 cenl�.�d on Opp7rturrrfy gffi) ICI m16:E uKW.I�'-p"i ILLUMINATION PLAN MILITARY ROAD S STA 10+00 TO STA 12+25 KPG PROJECT No 17084 1 SHT 23 OF 29 0 10 20 40 60 180' SCALE IN FEET LUMINAIRE POLE AND EQUIPMENT ROTATION QEIAIL NTS LUMINAIRE SCHEDULE LUMINAIRE B STATION OFFSET LUMINAIRE LUMINAIRE TYPE ` ARM MOUNTING HEIGHT BASE FOUNDATION ORIENTATION CIRCUIT (SERVICE J) COMMENTS 1 15+82 27.7' RT COBRA 105W, 4000K, 60 LED, 530mA (M-III, B3-UO-G3) 240V 8' 35' FIXED 0' 5 (1659) 2 2+16 31.0' RT COBRA 105W, 4000K, 60 LED, 53DnnA (M-III, B3-UO-G3) 240V 8' 35' FIXED 38' 5 (1659) 3 3+45 26.9' RT COBRA 13OW, 4000K, 80 LED, 530mA (M-III, B3-UO-G3) 240V 8' 35' FIXED 273' 5 (1659) REV00113 Approved By 170841LL01.dwg r. CI CA,y7 FILENAME BAC 12117 ENGINEOZING MMAGER DATE DESIGNED BY DATE BAC 12117 { PROJECT MANAGER D&Tt DRAWN BY DATE : j4 g AMK 12117 AT.\51 PROJECT ENGINEER LATE CHECKED BY DATE InterdisciplinaryDesign 85% REVIEW 3131 Oo7Mr � xhlal7ua �0° Two SUBMITTAL Sewe5a121-0No JAN 2018 {Z>Sj29fr15C0 wA.i�xm CITY OF Federal Way Centered an Oppor[unFty GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, THE LATEST AMENDMENTS TO STANDARD SPECIFICATIONS, SPECIAL PROVISIONS, THESE PLANS, NEC, PSE AND CITY GUIDELINES AND STANDARDS 2. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND LUMINAIRES SHOWN ON THIS PLAN ARE FOR GRAPHIC REPRESENTATION ONLY AND FINAL LOCATIONS SHALL BE DETERMINED IN THE FIELD. ALL EQUIPMENT AND CONSTRUCTION ACTIVITIES SHALL BE LOCATED WITHIN THE CITY OF FEDERAL WAY RIGHT-OF-WAY. 3. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. AFTER INSTALLATION AND FINAL INSPECTION. LIDS FOR JUNCTION BOXES TYPE 1 AND 2 SHALL BE SPOT WELDED AT TWO SEPARATE LOCATIONS. 4. 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 LISTED REQUIREMENTS, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS DIRECTED BY THE ENGINEER. 5. COORDINATE ALL FIELD ELECTRICAL WORK INCLUDING WORK IN THE ELECTRICAL SERVICE CABINET WITH KING COUNTY MAINTENANCE REPRESENTATIVE: MARK PARRETT AT (206) 396-3763. 6. EXISTING ELECTRICAL SERVICE CABINET LOCATED AT APPROXIMATELY: 29841 3DTH AVE S CONSTRUCTION NOTES Oj CONSTRUCT FOUNDATION AND FURNISH AND INSTALL ROADWAY LUMINAIRE POLE, LUMINAIRE ARM, LUMINAIRE AND ALL ASSOCIATED EQUIPMENT/CONDUIT/PARING PER LUMINAIRE SCHEDULE AND LUMINAIRE POLE AND EQUIPMENT ROTATION, THIS SHEET, AND CITY OF FEDERAL WAY STANDARD DWGS 3-39 (EXCEPT FOUNDATION SHALL BE ROUND 3' DIAMETER AND CONCRETE CLASS SHALL BE 4000P), 3-39A, 3-39B AND 3-40. COMPLETE WIRING PER THE WIRE NOTES, THIS SHEET. SEE SPECIAL PROVISIONS. Q2 EXISTING LUMINAIRE TO REMAIN, PROTECT EXISTING WIRING DURING CONSTRUCTION. ®DISCONNECT EXISTING ILLUMINATION MIRING AND PULL BACK TO NEAREST JUNCTION BOX. REMOVE EXISTING JUNCTION BOX AND REROUTE CONDUIT TO NEW JUNCTION BOX. COMPLETE WIRING PER WIRE NOTES, THIS SHEET. © FOR CONNECTION BETWEEN NEW AND EXISTING STREET LIGHTING CONDUIT, LOCATE EXISRNG ILLUMINATION CONDUIT AND EXCAVATE BY HAND. DISCONNECT EXISTING CABLES AND REMOVE WIRING BACK TO THE NEAREST JUNCTION BOX. INTERCEPT AND CONNECT NEW CONDUIT TO EXISTING CONDUIT AND COMPLETE WIRING PER MARE NOTES, THIS SHEET, LEGEND EXISTING NEW DESCRIPTION o C} ROADWAY LUMINAIRE (COBRA) 90 AND POLE 0 B 101 0 O 4 JUNCTION BOX TYPE 1, 2, B — . - CONDUIT A WIRE NOTE O CONSTRUCTION NOTE • SPLICE ELECTRICAL SERVICE CABINET WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 2" SPARE REFEED 2 2" 2-08 (ILL) 3 EX 2' EX 2-AB (ILL) 4 EX 2" 2-j6 (ILL) N 1_ ALL NEW PVC CONDUITS SHALL CONTAIN GROUND WIRE SIZED TO MATCH THE LARGEST CONDUCTOR (MIN j8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL CONTAIN DETECTABLE PULL TAPE (SEE SPECIAL PROVISIONS) AND SHALL BE MARKED AS "CITY OF FEDERAL WAY' CONDUIT. 2. ALL CONDUIT SHALL BE RIGID PVC SCH 40. EXCEPT UNDER ROADWAYS USE RIGID PVC SCH 80 CONDUIT. MILITARY RD S & S 298TH ST COMPACT ROUNDABOUT ILLUMINATION PLAN MILITARY ROAD S STA 12+25 TO STA 16+00 KPG PROJECT No 17084 1 SHT 24 OF 29 GENERAL NOTES w W SEE TYPICAL SECTIONS AND ROADWAY DETAILS FOR RESTORATION EXISTING PAVEMENT `�- L ?' EXISTING SUBGRADE - BACKFILL PER WSOOT STANDARD SPECIFICATION B-20.3(5)(E) CONDUIT PER PLANS - —R/W— w —ram— i w SURFACE RESTORATION ROADWAY, SIDEWALK DRIVEWAY I c�G� G �G 15+00 MILITARY RD S � W � W WSW FO PLAN 0 10 20 40 60 SCALE IN FEET FOR SIDEWALK, DRIVEWAY k CURB CONSTRUCTION NOTES AND SECTIONS, SEE CURB RAMP PLANS AND RESTORATION PLANS PER LOCATION EXISTING SURFACE USE BANK RUN GRAVEL UNLESS NATIVE MATERIAL IS DETERMINED SUITABLE BY THE ENGINEER USE GRAVEL BACKFILL FOR PIPE ZONE BEDDING. CONDUIT TRENCH DETAIL NTS NO DATE I BY APPR. REVISIONS Approved By 170841LL01.dwg FILENAME SAC 12117 ENGINEERING UAN/1GER DATE DESIGNED BY DATE BAC 12117 PROJECT MANAGER DATE DRAWN BY DATE AMK 12A7 PROJECT ENGINEER DATE CHECKED BY DATE EXISTING PANEL SCHEDULE 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, THE LATEST AMENDMENTS TO STANDARD SPECIFICATIONS, SPECIAL PROVISIONS, THESE PLANS, NEC, PSE AND CITY GUIDELINES AND STANDARDS. 2. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND LUMINAIRES SHOWN ON THIS PLAN ARE FOR GRAPHIC REPRESENTATION ONLY AND FINAL LOCATIONS SHALL BE DETERMINED IN THE FIELD. ALL EOUIPMENT AND CONSTRUCTION ACTIVITIES SHALL BE LOCATED WITHIN THE CITY OF FEDERAL WAY RIGHT-OF-WAY. 3. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. AFTER INSTALLATION AND FINAL INSPECTION, LIDS FOR JUNCTION BOXES TYPE 1 AND 2 SHALL BE SPOT WELDED AT TWO SEPARATE LOCATIONS. 4. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR OUARTER BENDS (360 DEGREES TOTAL)IF NUMBER OF BENDS EXCEEDS LISTED REOUIRCU[N1S, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS DIRECTED BY THE ENGINEER 5. COORDINATE ALL FIELD ELECTRICAL WORK INCLUDING WORK IN THE ELECTRICAL SERVICE CABINET WITH KING COUNTY MAINTENANCE REPRESENTATIVE: MARK PARRETT AT (2D6) 396-3763. 6. EXISTING ELECTRICAL SERVICE CABINET LOCATED AT APPROXIMATELY: 29841 30TH AVE S CONSTRUCTION NOTES Q EXISTING LUMINAIRE TO REMAIN, PROTECT EXISTING WIRING DURING CONSTRUCTION. Q EXISTING TIMBER LUMINAIRE TO REMAIN. LEGEND EXISTING NEW DESCRIPTION G- ROADWAY LUMINAIRE (COBRA) 90 AND POLE ® z m 9 O ON JUNCTION BOX TYPE 1, 2, 8 CONDUIT 0 WIRE NOTE O CONSTRUCTION NOTE lOSW • SPLICE ® ELECTRICAL SERVICE CABINET MILITARY RD S CD N ---- —l-i - — - —i, _ — CO) Ex4 CIRCUIT 06 EX 2 /8 (ILL) y CIRCUIT a EX 2-y8 (ILL) X 13OW r SZ LOCATION: 29841 30THE AVE S. FEDERAL WAY SERVING: ILLUMINATION VOLTS: 120/240 PHASE: 1 MAIN BREAKER: 100 AMPS WIRE: 3 CKT p I LOAD DESCRIPTION KVA TRIP TRIP AMPS AMPS 1001 2 50 4 20 5 15 7 8 15 10 15 15 tl 12 KVA LOAD DESCRIPTION CKT 1 1 EXISTING MAIN EX EXISTING SIGNAL 2 EX EXISTING GFR 4 5 EXISTING ILLUMINATION 1 (1,EX1,2,EX2,3,EX3) EX EX EXISTING ILLUMINATION 3 (EX4,EX5,EX6,EX7,EX8) 6 9 EXISTING ILLUMINATION 2 (EX9,EX10,EX11,EX12,EX13) EX EX EXISTING LIGHT CONTROL 10 EXISTING SPARE 12 CONNECTED LOAD: EX KVA EX AMPS DEMAND LOAD (1254 EX KVA EX AMPS _ GO � I Ex5 I Cm nl EX7 x1 EXISTING ELECTRICAL SERVICE CABINET EX8 - CIRCUIT 12 EX 2-18 (ILL) I T I — 30TH AVE S x1 X1 � Ex l ILLUMINATION ONE -LINE CIRCUIT DIAGRAM NTS .�'�o" "•r ILLUMINATION PLAN Interdisciplinary Design 2�2r k" 85% REVIEW CITY OF Federal Way MILITARY RD S & S 298TH ST MILITARY ROAD S 19+00 COMPACT ROUNDABOUT STA 16+00 TO STA I'.w�2 Sege-WA9E121 �}627472u SUBMITTAL Centered on Opparfur ity 25 29 x�ti11 j217j ij�16II1 •1p+lp¢Bgn JAN 2018 KPG PROJECT No 170114 SHT OF U) x 105W o�i I LEGEND NEW DESCRIPTION 90 COBRAHEAD ROADWAY LUMINAIRE AND POLE CaD ELECTRICAL SERVICE CABINET I MILITARY RD S • SPLICE N 10 - — �- CO) EX4 _ CIRCUIT 06 I 1 CIRCUIT 05 EX 2-SI8 (ILL) EX 2-08 (ILL) I x6 130W I I Ex7 EXS I X1 I EXISTING ELECTRICAL I I EX$ SERVICE CABINET I � - I I CIRCUIT 19 EX 2-I8 (ILL) 1 `- - - - 30TH AVE S x1 x1 x1 I I 1 ILLUMINATION ONE -LINE CIRCUIT DIAGRAM NTS EXISTING PANEL SCHEDULE SZ (LOCATION: 29841 30THE AVE S. FEDERAL WAY SERVING: ILLUMINATION VOLTS: 120/240 PHASE: 1 MAIN BREAKER: 100 AMPS WARE: 3 CKT ! LOAD DESCRIPTION KVA TRIP TRIP AMPS AMPS 1001 2 50 4 20 5 15 7 8 15 9 10 15 15 11 12 KVA LOAD DESCRIPTION CKT 1 EXISTING MAIN EXISTING ILLUMINATION 1 5 (4,EX1,5,EX2,2,EX3) EXISTING ILLUMINATION 2 9 I (EX9,EX10,EX11,EX12,EX13) Ex EXISTING SIGNAL 2 EX EXISTING GFR 4 EX EX EXISTING ILLUMINATION 3 (EX4,EX5,EX6,EX7,EX8) 6 EX EX EXISTING LIGHT CONTROL 10 _ EXISTING SPARE 12 CONNECTED LOAD: 3.7 KVA 15.4 AMPS DEMAND LOAD (125%): 4.6 KVA 19.2 AMPS NO I DATE BY APPR REVISIONS d By 170B4DET05.dw9YYY FILENAME BAG 12H7 ENGINEERING MANAGER DATE DESIGNED BY DATE BAG 12/17 PROJECT 61AI1AGER DATE DRAWN BY DATE AMK 12117 PROJECT ENGINEER DATE CHECKED BY DATE K.PG Interdisciplinary Design 313,DO A* 1SATJVesa Are S-r1e400 TicttA3.WA9W1 $a*.WA96121 {7531�T-072A caj2Ba1aui WNA3pgm,s SIDEWALK RESTORATION PER TYPICAL SECTION, SHEET 4, AND ROADWAY PLANS, SHEETS 5-M. CSTC UNDER SIC EWALK 5 - 850/6 REVIEW `F�Lidl11Vay SUBMITTAL Cenf&red on Opportunity JAN 2018 OUTSIDE TRAVELED TRAVELED AREA AREA � I ROADWAY RESTORATION PER TYPICAL SECTION, SHEETS 4, AND ROADWAY PLANS, SHEETS 5-/. CSTC TRENCH BACKFILL WITHIN PAVED ROADWAY SECTION SIGNAL OR ILLUMINATION CONDUIT SEE PLAN SHEETS FOR SIZE AND NUMBER OF REQUIRED CONDUITS BACKFILL FOR SAND DRAINS PER SECTION 9-03.13 OF THE SPECIAL PROVISIONS TYPICAL CONDUIT BEDDING AND TRENCH BACKFILL DETAIL NTS MILITARY RD S & S 298TH ST I ILLUMINATION DETAILS COMPACT ROUNDABOUT KPG PROJECT No 17084 1 SHT 26 OF 29 NO DATE I BY APPR REVISIONS Approved By YY 170B4CHAN01.dw9 FILENAME BDC 12/17 TV WEMNG MANAGER DATE DESIGNED BY DATE Moo 12117 PROJECT MANAGER DATE DRAWN BY DATE AMK 12/17 PROJECT ENGINEF R DATE CHECKED BY DATE IAa.C1GA,yl� PLAN 0 10 20 40 60 SCALE IN FEET Interdisciplinary Design 313"Ew.AYE i5F4.eFenxAr s�wa TamTawA§Issf4 S�e,4L498121 t253j52ipid7 R�Ita�lss0 wrx.t»y.oca 85% REVIEW 4111111, .-m Federal Way SUBMITTAL Cenle.ed on oppor1l1R71y JAN 2018 GENERAL NOTES 1. REMOVE ALL CONFLICTING EXISTING CHANNELIZATION. 2. ALL PAVEMENT PARKING SHALL BE IN ACCORDANCE WITH COFW STANDARD DETAILS 3-17 THRU 3-21 UNLESS OTHERWISE NOTED. 3. OFFSET SIGN 2' FROM FACE OF CURB (WHEN PRESENT) UNLESS OTHERWISE NOTED. 4. RELOCATED SIGNS SHALL BE INSTALLED ON NEW POSTS PER COFW STANDARD DETAIL 3-51. 5. ALL SIGN LOCATIONS SHALL BE APPROVED BY CONTRACTING AGENCY IN THE FIELD PRIOR TO INSTALLATION. FAILURE TO RECEIVE APPROVAL MAY RESULT IN SIGN RELOCATION AT NO ADDITIONAL COST TO CONTRACTING AGENCY. i 6. CHANNELIZATION SYMBOLS SHALL BE CENTERED UPON RESPECTIVE LANE. 3 7. NEW SIGNS MOUNTED TO EXISTING LUMINAIRES SHALL USE C GALVANIZED STEEL BANDING SIGN MOUNTS. = 8. ALL SIGNS NOT CALLED OUT TO BE REMOVED OR RELOCATED SHALL BE PROTECTED DURING CONSTRUCTION. 9. LOCATION OF DOTTED WIDE LINE AND YIELD LINE SYMBOLS SHALL BE APPROVED BY ENGINEER IN FIELD. CONSTRUCTION NOTES ❑3 MATCH EXISTING. ❑4 4- PLASTIC PROFILED DOUBLE YELLOW CENTERLINE, (MATERIAL TYPE D), PER COFW STD DET 3-17. L4' PLASTIC WHITE EDGE LINE (MATERIAL TYPE D), PER COFW STD DETAIL 3-17. SIGN SCHEDULE FOR SIGN SCHEDULE, SEE CHANNELIZATION k SIGNING SHEET, 28 MILITARY RD S & S 298TH ST COMPACT ROUNDABOUT CHANNELIZATION & SIGNING PLAN MILITARY RD S STA 10+00 TO STA 12+25 KPG PROJECT No 17084 SHT 27 OF 29 YIELD SIGNS S6, S9, S13, S16 R1-2 36" X 36' SIGNS S5, S7, SO, S12, S14, S15, S17 NO DATE BY APPR REVISIONS Approved By 17084CHAND1.dw9 FILENAME BDC 12/17 ENGINEERINO VLANAOE R DATE DESIGNED BY DATE MDD 17J17 PROJECT MANAGER DATE DRAWN BY DATE AMK 17J17 PHOJECT£R[91NEER DATE CHECKED BY DATE o i Interdisciplinary Design 313�Ei�tA,� i50txti:elsmRre �w suson 1a�are.wA9BaPi yt.rd''+ ,%".WA98121 p331W417A {206I2B61N6 wr�.ig,olm 85% REVIEW SUBMITTAL JAN 2018 SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 13+80.2 38.28' LT EX. STOP SIGN REMOVE S2 13+50.6 24.90' RT EX. STREET NAMES TO REMAIN S3 14+222 47.97' RT EX, STOP SIGN REMOVE S4 11+18.6 22.33' RT W2-6, W16-8P "S 298TH Sr NEW S5 13+36.9 10.81' RT W11-2 & W16-7P L NEW S6 13+59.9 17.67' RT R11-2 & R6-5P NEW S7 3+13.8 27.29' RT W11-2 & W16-7P L NEW SS 3+19.0 19.83' LT W11-2 & W16-7P L NEW S9 3+06.3 20.33' LT R11-2 & R6-5P NEW S10 14+70.6 24.78' RT W11-2 & Ill L NEW Sit 16+57.7 14.31' LT W2-6, W16—BP "S 298TH ST" NEW S12 14+91.1 14.95' LT Yllll-2 & Wl6-7P L NEW S13 14+59.4 22.50' LT R1-2 & R6-5P NEW S14 2+13.2 20.2S LT W11-2 & W16-7P L NEW S15 1+85.2 18.50' RT W11-2 & W16-7P L NEW S16 2+15.4 24.95' RT R1-2 & R6-5P NEW S17 13+52.9 27.33' LT W11-2 & W16-7P L NEw CITY OF Federal Way Centered on Oppartunity GENERAL NOTES 1. REMOVE ALL CONFLICTING EXISTING CHANNELIZATION. 2. ALL PAVEMENT PARKING SHALL BE IN ACCORDANCE WITH COFW STANDARD DETAILS 3-17 THRU 3-21 UNLESS OTHERWISE NOTED. 3. OFFSET SIGN 2' FROM FACE OF CURB (WHEN PRESENT) UNLESS OTHERWISE NOTED. 4. RELOCATED SIGNS SHALL BE INSTALLED ON NEW POSTS PER COFW STANDARD DETAIL 3-51. 5. ALL SIGN LOCATIONS SHALL BE APPROVED BY CONTRACTING AGENCY IN THE FIELD PRIOR TO INSTALLATION. FAILURE TO RECEIVE APPROVAL MAY RESULT IN SIGN RELOCATION AT NO ADDITIONAL COST TO CONTRACTING AGENCY. 6. CHANNELIZATION SYMBOLS SHALL BE CENTERED UPON RESPECTIVE LANE. 7, NEW SIGNS MOUNTED TO EXISTING LUMINAIRES SHALL USE GALVANIZED STEEL BANDING SIGN MDUNTS. B. ALL SIGNS NOT CALLED OUT TO BE REMOVED OR RELOCATED SHALL BE PROTECTED DURING CONSTRUCTION. 9. LOCATION OF DOTTED WIDE LINE AND YIELD LINE SYMBOLS SHALL BE APPROVED BY ENGINEER IN FIELD CONSTRUCTION NOTES PLASTIC YIELD UNE SYMBOLS TYPE 2 PER WSDOT STD PLAN M-24.60-03. ❑2 8" PLASTIC WHITE DOTTED WIDE LINE ❑4 4" PLASTIC PROFILED DOUBLE YELLOW CENTERLINE, (MATERIAL TYPE D), PER COFW STD DET 3-17. Lfl4" PLASTIC WHITE EDGE LINE (MATERIAL TYPE D), PER COFW STD DETAIL 3-17. PLASTIC CROSSWALK LINE (MATERIAL TYPE A), PER COFW STD DETAIL 3-21. 4' PLASTIC YELLOW EDGE LINE (MATERIAL TYPE D) WITH ONE ROW TYPE 2YR RPMS AT 4' O.C. LEGEND m EXISTING SIGN i PROPOSED SIGN Sj SIGN SCHEDULE NOTE MILITARY RD S & S 298TH ST COMPACT ROUNDABOUT CHANNELIZATION & SIGNING PLAN MILITARY RD S STA 12+25 TO STA 16+00 KPG PROJECT No 17084 1 SHT 28 OF GENERAL NOTES N H— w L.J x o� CD co V g LS1 --------------- Y�9 STA STA 17+D0.0 3 4.0' RT 1 �I I I Iy N N ` l I I l I PLAN 0 10 20 40 60 SCALE IN FEET STA 18+07.6 3 r 13-9' LT MILITARY RD S Y ��— � �O� -E N11 g1S`� InterdisciplinaryDesign 3131 FJliol AVe 2502 Je0erson Ave Sde 4W TaWm,WAIIM02 SeaWe,WA9B121 (253)627-0720 (206(286-1640 www.I1pg.00m 85% REVIEW SUBMITTAL JAN 201E REYISIDNS Approved By 170B4CHAN01.dwg FILENAME BDC 12117 ENGINEERING MANAGER DATE DESIGNED BY DATE MDD 12117 Pr7OJEC7 ;1ANA6ER ORrE DRAWN BY DATE AMK 12117 PROJECT ENGINEER DAME CHECKED BY DATE SSGN S11 W2-6 30' X 30' W16-BP 24" X 12' 1. REMOVE ALL CONFLICTING EXISTING CHANNELIZATION. 2. ALL PAVEMENT PARKING SHALL BE IN ACCORDANCE WITH COFW STANDARD DETAILS 3-17 THRU 3-21 UNLESS OTHERWISE NOTED. 3. OFFSET SIGN 2' FROM FACE OF CURB (WHEN PRESENT) UNLESS OTHERWISE NOTED. 4. RELOCATED SIGNS SHALL BE INSTALLED ON NEW POSTS PER COFW STANDARD DETAIL 3-51. 5. ALL SIGN LOCATIONS SHALL BE APPROVED BY CONTRACTING AGENCY IN THE FIELD PRIOR TO INSTALLATION. FAILURE TO RECEIVE APPROVAL MAY RESULT IN SIGN RELOCATION AT NO ADDITIONAL COST TO CONTRACTING AGENCY. 6. CHANNELIZATION SYMBOLS SHALL BE CENTERED UPON RESPECTIVE LANE. 7. NEW SIGNS MOUNTED TO EXISTING LUMINAIRES SHALL USE GALVANIZED STEEL BANDING SIGN MOUNTS. 8. ALL SIGNS NOT CALLED OUT TO BE REMOVED OR RELOCATED SHALL BE PROTECTED DURING CONSTRUCTION. 9. LOCATION OF DOTTED WIDE LINE AND YIELD LINE SYMBOLS SHALL BE APPROVED BY ENGINEER IN FIELD. CONSTRUCTION NOTES 3❑ MATCH EXISTING. 4' PLASTIC PROFILED DOUBLE YELLOW CENTERLINE, (MATERIAL TYPE D). PER COFW STO DET 3-17. ❑5 4' PLASTIC WHITE EDGE LINE (MATERIAL TYPE D), PER COFW STD DETAIL 3-17. LEGEND F7 EXISTING SIGN i PROPOSED SIGN $/ SIGN SCHEDULE NOTE SIGN SCHEDULE FOR SIGN SCHEDULE, SEE CHANNELIZATION k SIGNING SHEET, 28 CITY OF MILITARY RD S & S 298TH ST Federali way COMPACT ROUNDABOUT Centered on Opport+Jnity CHANNELIZATION & SIGNING PLAN MILITARY RD S STA 16+00 TO STA 19+00 KPG PROJECT No 17084 SHT 29 OF 29