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14-104557CITY OF Federal November 14, 2014 Christine Mullen City of Federal Way - PW 33325 8"' Avenue South Federal Way, WA 98003 CITY HALL 33325 8th Avenue South Way Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com RE: File #14-104557-00-SH & 14-104551-00-UP; SUBSTANTIAL DEVELOPMENT PERMIT APPROVAL; S. 3041h Street/281h Ave S. Intersection Improvements, Federal Way Dear Christine: The Community Development Department has completed review of the shoreline substantial development permit application for the S. 304th Street/281h Ave S. Intersection Improvements. The substantial development permit application deemed complete September 25, 2014, is hereby approved based on the enclosed findings of fact, incorporated into this decision in full, and the following conclusions based on those facts: 1. The proposal is consistent with the Shoreline Master Program; 2. The proposal is consistent with the comprehensive plan; 3. The proposal is consistent with all applicable provisions of Federal Way Revised Code (FWRC); 4. The proposal is consistent with the Shoreline Management Act Chapter 90.58 RCW and Chapters 173-26 and 173-27 WAC. A SEPA DNS was issued on November 13, 2014. The remainder of this letter outlines the land use review process required for this particular site improvement.and provides information regarding appeal procedures. SITE PLAN REVIEW PROCESS Pursuant to FWRC 15.05.150, when a substantial development permit is requested, the permit shall be reviewed under the provisions of Process III, Chapter 19.65 FWRC, and the Director of Community Development shall be the final approval authority for the City of Federal Way. Any appeals of the decision will be decided by the Washington State Shorelines Hearings Board. APPEALS The effective date of issuance is the date of filing, defined by FWRC 15.05.180 as the date of actual receipt of the decision by the Department of Ecology. Appeals are governed by the procedures established in RCW 90.58.140(6) and 90.58.180, and Chapter 481-03 WAC, the rules and procedures of the shoreline hearings board. Appeals of the permit decision must be made to the shoreline hearings board within 21 days of the date of filing of.the city's final decision concerning the substantial development permit, or formal approval to revisions of the permit. Ms. Mullen November 14, 2014 Page 2 CLOSING This land use decision does not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. Per FWRC 19.65.100.4.i, affected property owners may request a change in valuation for property tax purposes notwithstanding any program of revaluation. If you have any questions regarding this decision, please contact Stacey Welsh, Senior Planner, at 253-835- 2634 or stacey.welsh@cityoffederalway.com. Sincerely, Isaac Conlen Planning Manager for Larry Frazier, Interim Director enc: Exhibit `A' Statement of Findings and Conclusions Approved Site Plan c: w/ Findings Stacey Welsh, Senior Planner David Pater, Dept. of Ecology, 3190160`h Ave SE, Bellevue, WA 98008-5452 Office of the Attotney General, ATTN: Shoreline Permit Enclosed, PO Box 40100, Olympia, WA 98504-0100 Peggy Fuller, 30419 281h Ave South, Federal Way, WA 98003 Gary Smith, PO Box 6034, Federal Way, WA 98063 14-104557 Doc. I.D. 66960 4�� CITY OF Federal Way Exhibit A Statement of Findings and Conclusions Federal Way Revised Code (FWRC) 15.05.150 Shoreline Substantial Development Permit S. 304th Street/28th Ave S. Intersection Improvements - Files 14-104557-00-SH & 14-104551-00-UP The Planning Division hereby makes the following Findings & Conclusions pursuant to content requirements of the Process III written decision as set forth in FWRC 19.65.100(4). FINDINGS 1. Proposal — The City of Federal Way proposes to install a traffic signal and street lights, and to construct a northbound right turn lane at the intersection of 28th Ave. S. and S. 304th St. The northbound turn lane will require roadway widening, including right-of-way acquisition on up to 3 parcels, and a Shoreline Substantial Development Permit since the widening occurs within 200 ft. of Steel Lake. Proposed improvements include: installing curb, gutter, and sidewalk at the southeast corner of the intersection; a retaining wall to mitigate impacts to private property on the east side of 28th Ave. S; improving the existing stormwater system (including adding treatment where none currently exists); incorporating low impact development and natural practices to the maximum extent possible; utility vault and pole relocations and/or adjustments; and access revisions (driveways) to private properties. 2. Site Characteristics — The proposed development area is located at and in the vicinity of the intersection of S. 304`h Street and 28th Ave S. The area is currently developed with single-family residences. 3. Substantial Development Permit Required — Utilities and transportation facilities are not exempt activities and are therefore permitted with a substantial development permit per FWRC 15.05.070.5. Public Notice & Comment — A Notice of Application was issued October 3, 2014. The notice was published in the Federal Way Mirror, posted on the subject property and city notification boards, and mailed to persons receiving the property tax statements for all property within 300 feet of each boundary of the subject property. The city utilized the Optional Determination ofNonsignificance method as permitted by WAC 197-11-355. The combined application and anticipated DNS comment period began October 3, 2014, and ended October 20, 2014, with two comments received. One comment letter was received on October 7, 2014, from Peggy Fuller, pertaining to the potential impact of the project on her driveway. The other comment letter was received on October 21, 2014, from Gary Smith, which questions the need for the project. Response letters were sent by the City on November 5, 2014. CONCLUSIONS OF LAW 1. Comprehensive Plan, S1VIP, & Zoning Designations — The subject property is within a single- family, high density Shoreline Residential Environment, and single-family residential (RS7.2) designations. 2. Review Process — Pursuant to FWRC 15.05.150, when a substantial development permit is requested, the permit shall be reviewed under the provisions of Process III, Chapter 19.65 FWRC, and the Director of Community Development shall be the final approval authority for the City of Federal Way. State Environmental Policy Act (SEPA) — The proposal is not exempt from review under SEPA, pursuant to FWRC 14.15.020, 14.15.030 and Washington Administrative Code (WAC) 197-11- 800(2)(d)(v), as additional right-of-way is required for lane widening. An environmental checklist and Geotechnical Report were submitted with the Process III application. Subsequent to staff review of the SEPA checklist, the city's responsible official issued a Determination of Nonsignificance on November 13, 2014. 4. Hydraulic Project Approval —While a portion of the project is within the 200' SMA jurisdiction, an HPA is not required, as this project is not taking place within or adjacent to the waters of Steel Lake. Consistency with City and State Policies — Following review of the application, staff has determined the substantial development permit is consistent with the following: 1. Federal Way Shoreline Master Program 2. Federal Way Comprehensive Plan 3. Federal Way Revised Code 4. Shoreline Management Act Chapter 90.58 RCW and Chapters 173-26 and 173-27 WAC 5. In addition, per FWRC 19.65.100.2.a: o It is consistent with the public health, safety and welfare. o The streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal. o The proposed access to the subject property is at the optimal location and configuration. o Traffic safety impacts for all modes of transportation, both on and offsite, are adequately mitigated. Prepared by: Stacey Welsh, Senior Planner Statement of Findings and Conclusions S. 304th Street/28th Ave S. Intersection Improvements Date: November 13, 2014 Page 2 Files 14-104557-00-SH & 14-104551-00-UP/nm. LD. 66959 R�r�, 5TA rF Os, O y 0 7B98 d yq2 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY RE rn.v COMMUNI i JNOMIC DEVELOPMEN .jEPARTMENT NOV 21 Z014 Northwest Regional Office • 3190 160th Ave SE • Bellevue, WA 98008-5452 • 425-649-7000 711 for Washington Relay Service • Persons with a speech disability can call 877-833-6341 November 19, 2014 Federal Way Public Works Dept. Attn: Christine Mullen 33325 8th Avenue South Federal Way, WA 98003 Re: City of Federal Way Permit 14-104557-00-SH - Approved Federal Way Public Works Dept. - Applicant Shoreline Substantial Development Permit (SDP) # 2014-NW-2567 Dear Ms. Mullen: On November 18, 2014, the Department of Ecology received notice that the City of Federal Way approved your application for an SDP. Your permit is to install traffic signals, street lights and a northbound turn lane at the intersection of south 304th street and 28th avenue south within shoreline jurisdiction of Steel Lake. By law, local governments must review all SDPs for compliance with: • The Shoreline Management Act (Chapter 90.58 RCW) • Ecology's Substantial Development Permit approval criteria (Chapter 173-27-150 WAC) • The City of Federal Way Local Shoreline Master Program Local governments, after reviewing SDPs for compliance, are required to submit them to Ecology. Your approved SDP has been received by Ecology. What Happens Next? Before you begin activities authorized by this permit, the law requires you wait at least 21 days from November 18, 2014, the "date of filing." This waiting period allows anyone (including you) who disagrees with any aspect of this permit to appeal the decision to the state Shorelines Hearings Board. You must wait for the conclusion of an appeal before you can begin the activities authorized by this permit. The Shorelines Hearings Board will notify you by letter if they receive an appeal. We recommend that you contact the Shorelines Hearings Board before you begin permit activities to ensure that no appeal has been received. They can be reached at (360) 664-9160 or http://www.eho.wa.gov/. ® 0 Federal Way Public Works Dept. November 19, 2014 Page 2 of 2 If vou want to appeal this decision, you can find appeal instructions (Chapter 461-08 WAC) at the Shorelines Hearings Board website above. They are also posted on the website of the Washington State Legislature at: http://apps.Ieg.wa.gov/wac. Other federal, state, and local permits may be required in addition to this shoreline permit. If you have any questions about this letter, please contact David Pater at (425) 649-4253. Sincere David Pater, Shoreline Specialist Shorelands and Environmental Assistance Program cc: Stacey Welsh, City of Federal Way Community Development Dept. Transmittal Date: 11/14/14 Type of Permit: (Indicate all that apply) ® Substantial Development ❑ Conditional Use ❑ Variance ❑ Revision ❑ Other Shoreline Management Act Local permit no.14-104557-SH Permit Data Sheet and Transmittal Letter State permit no. From: (local government) To: (appropriate Ecology office) City of Federal Way NWRO Receipt Date: (provided by Ecology) Local Government Decision: ® Approval ❑ Conditional Approval ❑ Denial Applicant's Representative: (If primary contact) Applicant Information: Name: Name: City of Federal Way -Public Works Address: Address: 33325 8th Ave S., Federal Way, WA 98003 Phone(s) Phone(s): 253-835-2723 Is the applicant the property owner? ® Yes ❑ No Christine Mullen, P.E. 33325 8th Ave S., Federal Wav, WA 98003 253-835-2723 Location of the Property: (Section, township, and range to the nearest'/4, % section or latitude and longitude, and a street address where available.) The project is located in Township 21 N, Range 4E, Sections 4 and 9, at the intersection of 28th Ave S and S 304th Street in Federal Way, WA. Water Body Name: Steel Lake Environment Designation: Shoreline Residential Shoreline of State Significance: ❑ Yes ❑ No Project Description: (Summary of the intended use or project purpose) The proposal consists of installing a traffic signal, street lights and constructing a northbound right turn lane at the intersection of 281h Ave S and S 30410 St in Federal Way. The northbound turn lane will require roadway widening, including right-of-way acquisition on up to 3 parcels, and a Shoreline Substantial Development Permit since the widening occurs within 200 feet of Steel Lake. Proposed improvements include: installing curb, gutter and sidewalk at the southeast corner of the intersection; a retaining wall to mitigate impacts to private property on the east side of 281h Ave S; improving the existing stormwater system (including adding treatment where none currently exists); incorporating low impact development and natural practices to the maximum extent possible; utility vault and pole relocations and/or adjustments; and access revisions (driveways) to private properties. Notice of Application Date: 1013/14 Final Decision Date: 11/14/14 By: (Local government primary contact on this application) f Phone: 253-835-2634 Senior Planner 1 y- I D 4 -S P ECEIVED CITY OF Federal Way AU"] c, 8 2014 Deb� T,{�I�eNT OMMUNITY DEVELOPMENT SERVICES Y i) "•- 'CFSAL W�Y 33325 8'" Avenue South CDS Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 w ww.c itvoficdcral way.com APPLICATION FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT, CONDITIONAL USE, OR VARIANCE PERMIT TO THE APPLICANT: This is an application for substantial development, conditional use, or variance permit as authorized by the Shoreline Management Act of 1971. It is suggested that you check with appropriate local, state, or federal officials to determine whether your roject falls within any other permit systems. 1. Name of Applicant: e ll V (eubilc WO v Permit #: 2. Mailing Address: �JZrJ" g pCVC S �_ 57 Q 1 WQA , VJA- 9 DO5 3. Relation of Applicant to Property: Owner ❑ Purchaser ❑ Lessee 4. Name and Address of Owner (if other than applicant): ❑ Other: 5. General Location of Proposed Project (list section to the nearest quarter section, township, and range): 6. Name of Water Area and/or Wetlands Within Which Development is Proposed: 7. Current use of Property with Existing Improvements: (Y�5 - 4 - Law 8. Proposed Use of Property (be specific): SQ,1YV 06 Bulletin #051 —January 1, 2011 Pagel of3 k:�Handouts\Application for Shoreline Management 9. (TO BE COMPLETED BY LOCAL OFFICIAL)Nature of the existing shoreline. (Describe type of shoreline, such as marine, stream, lake, lagoon, marsh, bog, swamp, flood plain, floodway, delta; type of beach, such as accretion, erosion, high bank, low bank, or dike; material such as sand, gravel, mud, clay, rock, riprap; and extent and type of bulk heading, if any). �- l�roi e If /,/j�4M 200"-,,r^kf iurlf�i��i'6vt oT %JA� J r,J ► "� i vl 5 0 — W 4-4e, ke,,' !il 6'7 r1 irk PiTtr q C c e-o- iks pD.. i alp-. 10. (TO BE COMPLETED BY LOCAL OFFICIAL the event that any of the proposed buildings or structures will exceed a height of 35 feet above the average grade level, indicate the approximate location of and number of residential units, existing and potential, that will have an obstructed view. 6i_,Ve,�R el +�A_ J-e- Ip.14e). 11. (TO BE COMPLETED BY LOCAL OFFICIAL) If the application involves a conditional use of variance, set forth in full that portion of the master program which provides that the proposed use may be a conditional use or, in the case of a variance, from which the variance is being sought. �p 14d- iyr Ive a CO2,c4' 0-ul y -k- v-✓y-A i a,, c e— Bulletin #051 —January 1, 2011 Page 2 of 3 k:\Handouts\Application for Shoreline Management PROJECT DIAGRAMS: Draw all site plans and maps to scale, clearly indicating scale on lower right-hand corner and attach them to the application. A. SITE. Include in plans: 1. Site boundary. 2. Property dimensions in vicinity of project. 3. Ordinary high-water mark. 4. Cross section or site beginning at the property line, extending through the building(s), and ending at the far bank of the water body, and including the following: i. Existing ground elevations. ii. Proposed ground elevations. iii. Height of existing structures. iv. Height of proposed structures. v. Ordinary high water mark. 5. Where appropriate, proposed land contours using five-foot intervals in water area and ten -foot intervals on areas landward of ordinary high-water mark, if development involves grading, cutting, filling, or other alteration of land contours. B. VICINITY MAP 1. Indicate site location using natural points of reference (roads, state highways, prominent land marks, etc.). 2. If the development involves the removal of any soils by dredging or otherwise, please identify the proposed disposal site on the map. If the disposal site is beyond the confines of the vicinity map, provide another 6. Show dimensions and locations of existing structures that will be maintained. 7. Show dimensions and locations of proposed structures. 8. Identify source, composition, and volume of fill material. 9. Identify composition and volume of any extracted materials, and identify proposed area. 10. Location of proposed utilities, such as sewer, septic tanks, drain fields, water, gas, and electricity. 11. If the development proposes septic tanks, does proposed development comply with local health and state regulations? 12. Shoreline designation according to master program. 13. Show which areas are shorelines and which are shorelines of statewide significance. vicinity map showing the precise location of the disposal site and its distance to the nearest city or town. 3. Give a brief narrative description of the general nature of the improvements and land use within one thousand feet in all directions from development site (i.e., residential to the north, commercial to the south, etc.). C. NOTICE REQUIREMENTS One set of self-addressed stamped envelopes (with City of Federal Way return address) of persons receiving tax statements for the subject property and all properties within 300 feet of the boundary of the subject property. Include a separate list of the addresses with their parcel numbers and an assessor's map showing the 300-foot boundary. Note, please do not submit metered envelopes. The Federal Way Post Office may refuse such envelopes. D. WORK PROPOSED WITHIN CRITICAL AREAS Projects that involve review of work proposed within critical areas many times require that the City contract out for expert technical assistance with the review. Under Federal Way Revised Code 19.150.030, the City may require the applicant, at the applicant's expense, to provide any information, mapping, studies, materials, inspections, and/or reviews that are reasonably necessary to implement the environmentally sensitive areas article, and to require that such information, studies, mapping, materials, inspections, and/or reviews be provided or performed by a qualified professional acceptable to the City. You will be advised at the earliest possible point if your project will be subject to these types of expenses. City of Federal Way, Dept of Community Development Services, 33325 81h Avenue South, Federal Way, WA 98003-6325 Bulletin #051 —January 1, 2011 Page 3 of 3 k:\Handouts\Application for Shoreline Management Shoreline Master Programs I Eco)--ly review of permits I Washington Statepartment of.. Page 1 of 1 Shqrglir.teManacttrnent irlome > SLIP Home > Permlts and EnfoiYement > Ecology review of permits Ecology review of permits Ecology has two duties relative to permits: 1. Ecology is the repository of all locally approved and denied shoreline permits for the entire state. 2. Ecology conducts substantive review on conditional use permits (CUPS) and variances to check for compliance with the policies and ment f the local SMP and the ahgreVlne Management Act1r,L+aoC•S11_R• Mailing a permit to Ecology _ After all local permit appeals are complete and the permit documents are amended to incorporate any resulting changes, local governments must mail the permit to the appropriate Eoologv regional office and the Offince of the Attorngy §energl. Mailing must be done using return receipt requested mail. [AQ6 5O.58.1aO] The permit and documentation of the final local decision should be mailed together with! • the complete permit aonllcatian • a findings n conclUEtop, letter • a permit data Form (cover sheet) • any applicable SPA documents Ecology's substantive review Ecology asks the following questions during its review of local shoreline permits: • Is the proposal develoamen ? • Is the proposal n i! d v l m n? • What SMA water body is the proposal in, on, under, or adjacent to? • What shoreline environment(s) is the proposal in? • Is the proposal in a wetland, floodway, or 100-year floodplain? • Is the proposal in or on Shorellnes of Statewide 510 1fi0fice (SSWS)? • Did the Vocal government issue all required shoreline permits for the proposal (SDP, CUP, VAR)? • If the application is for a CUP or v nQg does it meet the criteria? • Was the proposal assigned the proper Shoreline Master Program use category or categories? • Does the proposal comply with all applicable SMA and SMP regulations? Twenty-one day appeal period starts with "the date of filing" The twenty-one appeal period is defined in RCW 90.58.140f61 and starts with the date of filing, which is: • ! dLyeloym ent permits(SDPs): Date that Ecology receives the local government's decision. • Conditional rmi (CUPS) oryarlances (VAR): Date that Ecology's decision is transmitted to the local government. • An SDP simultaneously mailed with a CUP or VAR to Ecology: Date is the CUP or VAR date of filing. Appeals may be filed with the state Shorelines Hearings Board within the twenty-one day appeal period. If none are filed, the applicant may begin the permitted activity. Procedures at the end of the appeal process If a shoreline permit is appealed, Ecology rules I WAC 173-27-13011U11 require certain "housekeeping" steps at the end of the appeal process. The following steps ensure that the local and state files are complete and accurate, and prevent new opportunities for further appeals: • If the project has been modified during the legal review proceeding, Ecology shall provide plans or text to the local government that clearly indicate the final approved plan. • Ecology must be send a copy of the final order to the local government. • The local government must reissue the permit accordingly and submit a copy of the reissued permit and supporting documents to Ecology for completion of the file on the permit. For more information For information about a specific permit in your city or county, call your local planning or permitting department, or contact a shoreline permit specialist at the appropriateEcoiocry regional offlice. ck to To Copyright © Washington State Department of Ecology. See http://www.ecy.wa.gov/copyright.html. http ://www. ecy.wa. gov/programs/sealsmalst_guide/administrationlEcology_review.html 10/ 10/2014 t CITY QF Federal Way NOTICE OF MASTER LAND USE APPLICATION AND OPTIONAL DETERMINATION OF NONSIGNIFICANCE (DNS) Project Name: S. 304th Street/28th Ave. S. Intersection Improvements Project Description: The proposal consists of installing a traffic signal, street lights and constructing a northbound right turn lane at the intersection of 28th Ave. S. and S. 3041h St. The northbound turn lane will require roadway widening, including right-of-way � i acquisition on u to 3 parcels, and a Shoreline Permit �-' since the wideningoccurs within 200 ft. of Steel I..Jry Lake. Proposed improvements include: installing I ' _I. curb, gutter, and sidewalk at the southeast corner of the intersection; a retaining wall to mitigate impacts to private property an the east side of 281h Ave. S; °_ L Cr �i. I , tL �+ � improving the existing stormwater system (including adding treatment where none currently exists); incorporating low impact development and natural practices to the maximum extent possible; utility I� Li `! vault and pole relocations and/or adjustments; and �'1 l Ij ' c t _ access revisions (driveways) to private properties. ICJ Applicant: Christine Mullen, City of Federal Way Public Works, 33325 8th Avenue South, Federal Way, WA 98003 Project Location: S. 304th Street/28th Ave. S. Intersection, Federal Way Date Application Received: August 28, 2014 Date Determined Complete: September 25, 2014 Date of Notice of Application: October 3, 2014 Comment Due Date: October 20, 2014 Environmental Review: Based upon review of a completed environmental checklist and other information on file with the City, it is likely that the City of Federal Way will determine that the project will not have a probable significant adverse impact on the environment and expects to issue a Determination of Nonsignificance (DNS) for this project. The optional DNS process in WAC 197-11-355 is being used. This may be your only opportunity to comment on the environmental impacts of the proposed project. The proposal may include mitigation measures under applicable codes, and the review process may incorporate or require mitigation measures regardless of whether an environmental impact statement (EIS) is prepared. A copy of the subsequent threshold determination for the specific proposal may be obtained upon request. Agencies, tribes, and the public are encouraged to review and comment on the proposed project and its probable environmental impacts. Comments must be submitted by the date noted above. Permits/Files Under Review: Use Process III (File # 14-10455 1 -UP), Shoreline Substantial Development Permit (File #14-104557-SH), and State Environmental Policy Act Threshold Determination (File #14- 104556-SE). ,I Environmental Documents & Required Studies: Environmental Checklist and Geotechnical Report. Development Regulations Used for Project Mitigation: Federal Way Revised Code Title 14, `Environmental Policy;' Title 15 `Shoreline Management;' Title 16 `Surface Water Management;' and Title 19 `Zoning and Development Code.' Public Comment & Appeals: Any person may submit written comments regarding the land use application or the environmental impacts of the proposal to the Director of Community Development by 5:00 p.m. on October 20, 2014.Only persons who submit written comments to the Director (address below) or specifically request a copy of the decision, may appeal the decision. However, any interested party may appeal the environmental threshold determination. Issuance of Final Environmental Determination: The final DNS may be issued without a second comment period, unless timely comments identify probable significant adverse impacts that were not considered by the Notice of Optional DNS. A copy of the DNS may be obtained upon request. Availability of File: The official project files, existing environmental documents and required studies are available for public review at the Department of Community Development, 33325 8Ih Avenue South, Federal Way, WA 98003. Staff Contact: Stacey Welsh — Associate Planner, 253-835-2634 CITY OF Federal September 25, 2014 Christine Mullen City of Federal Way - PW 33325 8th Ave S Federal Way, WA 98003 Way i CITY HALL FILE 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com RE: FILE#14-104551-00-UP, 14-104556-00-SE, 14-104557-00-SH; LETTER OF COMPLETE APPLICATION; S 304th Street/28`h Ave S Intersection Improvements, Federal Way Dear Ms. Mullen: The Community Development Department is in receipt of your August 28, 2014, project submittal. Your proposed project includes intersection improvements including a new traffic signal and widening for a northbound right turn lane. NOTICE OF COMPLETE APPLICATION Please consider this correspondence a formal Letter of Complete Application. Pursuant to Federal Way Revised Code (F)vVRC) 19.15.045 and 14.10.020, the application is deemed complete as of the date of this letter. The complete application determination is based on a review of your submittal relative to those requirements as set forth in FWRC 19.15.040 and 14.10.020. The submittal requirements are not intended to determine if an application conforms to the City of Federal Way codes; they are used only to determine if all required materials have been submitted. CLOSING Formal processing and review of your application will now begin. Technical review comments may follow at a later date. A Notice of Application will be posted on site, published in the Federal Way Mirror, posted on the city's official notice boards, and mailed to the persons within 300 feet of each boundary of the subject property within 14 days of this letter. Any questions concerning your applications may be directed to me at 253-835-2634 or stacey.welsh@cityoffederalway.com. Sincerely, Stacey Welsh, AICP Associate Planner c: Ann Dower, Development Services Sarady Long, Traffic Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue Doc LD. 66832 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: 9-12-14 TO: Ann Dower, Development Services Rick Perez, Traffic Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue FROM: Stacey Welsh, Planning FOR DRC MTG. ON: 9-25-14 FILE NUMBER(s): 14-104551-00-UP RELATED FILE NOS.: 14-104556-SE & 14-104557-SH PROJECT NAME: S 304TH STREET/28TH AVENUE S INTERSECTION IMPROVEMENTS PROJECT ADDRESS: S 304th Street/28th Avenue S intersection ZONING DISTRICT: RS 7.2 PROJECT DESCRIPTION: Intersection improvements including new traffic signal and widening for northbound right turn lane. LAND USE PERMITS: Use Process III, SEPA, Shoreline Substantial Development Permit PROJECT CONTACT: CITY OF FEDERAL WAY - PW CHRISTINE MULLEN MATERIALS SUBMITTED: Master Land Use Application Project Map Plan Set Environmental Checklist 40k C:IT 40':t�� Federal Way RF =IVED AUG 2 8 2014 CITY OF FEDERAL WAY CDS 1L{_ 1p4S-5-7-S14 MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www.cityoffederalwAy.com APPLICATION NO(S) T " ■ V J `�[. r V �' e J� �`� Project Name 5 -M Ott"' g-S-141 Ave J' -In-osea-ki o n Property Address' +�_ Parcel Number(i) Project Descriptic PI .F.A.9K PRINT 5 St / 294'' Ave e 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) )G Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI _ SEPA w/Project SEPA Only X Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: CommeIcial/Residential Required Information aaar 9S7. Z �[ Zoning D,es tion CoI rehensisivi e Plan Dftignattiiioonn 11j Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): Occupancy Type N lA -Construction Type Applicant Narne:ei o� [= r?�Q11 1N % lAiL- �%^ur '►.��% ' t� Address: �tUl3Z5 g4h Ale City/State: Feder UJ3-� wA zip: aka � Phone: C 253 8 35 - Z"t Fax: C z53� l mai 1: OhYiS-lhv-4 Signature: '�(1v��1Jt St.n Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: rjAMV.' FkP�LIC SC Address: City/State: Zip: Phone: Fax: Email: Signature., V1.R, 3ulletin #003 — January 1, 2011 Page I of 1 kAHandouts\Master Land Use Application CITY or PROJECT MAP FederalWay"CLUA- S304TH ST AT 28TH AVE S 4iz�k AN AUG 2 8 2014 CITY OF FF-nr-[?nr 04.22.2014cjm City of 1300' Notification Arec or Map Date: July,2014 City of Federal Way 33325 Gis Division h Ave Federal WayS 304th @ 28th Ave S (206)- 35-70. Federal Way Wa 98003 (206) - 835 - 7000 www.cityoffederalway Conn 3655101)- 79$48p•0120 8 " 1 r �042 S - v 0100 365500j 798480-0200 191& 798380.0200 798380-0110 ' 4 0090 S 302ND 798380-0190 365500-0060 q - d rNi �98 r o 798480-0190 ST, m Qo - 3B0-p72p + g 4 365500-0070 U �T98380"01B0 B ' , • l� o 798480-0180 9 3g .0 '042104.9075 u� 798480-0080 0 730 d 365500-0060 79838dA118 f �.' ^ I 00 o 796480-0170 798480 A� ,98380.0 -0070 740 M N 365500-0050 m N 798480-0160 �7sp po o o. P) •V Q N S 303RD 798380-0300 = 365500-DD40 ST �`3 00 U"i M 1- g JJ R S T n M � o � 365500• 798480-- N 0030 0150 br ❑ n 0� 042104-9158 S 798480- o It kQ o 3G5 0140 002 o V + r - - 2 g 500-0010 L 4 og g m `fir lop, 042104-9136 798480-01 W N S 304TH ST 304TH -ST 2104- 0921N-9M 4D 099236 6 2 092104- o o ��6��, v 9101 o m o W 092104-9091 F $ n Q J` N o r+ 092104- 092104- $ 0 092104 9322 9323 9237 Q> 2 4P N 092104- o g 092104-9063 00 9150 N 092104-9220 0 o N � O U 099060 2104- 09259 092104-9295 0 o _ e g 092104-9184 092104-9261 -� 092104-9092 04- 9260 092104.9072 _ ,�I`k A 092104-9168 AUU G j; 0a904-gSl f 092104-9275 t+ CITY OF FEDERAL WAY 092104-9202 CDS 092104-9096 092104-9244 Legend Subject Site N Federal Way 300' Notification Area 0 150 300 This map is intended for use as a graphical representation only. King County Tax Parcels Feet The City of Federal Way makes no wa ran y as to its accu acy. i Map Date: July, 2014 City of 300' Notification AreL- Igor Gityofis Divisionsion lWay A 33325 8th Ave S. Federal A d e ra l Way a � I ` .j V /� t n ca z S. to /A /e S Federal Way 00 98003 1i® iV� V V Y I` <J <J `i l I 1 `W V � � V (206) - 835 - 7000 www-cityoffede ra lway. co m R V 3605059000- % �� 'a 798480-0200 1 1 7 79$38p•011.p 798380-019 365500-0080 3020 N ST 9 798480-0190 0 m � 0 0r2p 365500-0070 iAy, U 7g o o ¢, m 00 l 798480-0180 m 798480-0080 o 1 30 365500-0060 o moo-. 0 798480-0170 / A�• �B3g�,, 798460.0070 � $•y0A �*+1qp 365500-0050 m � g ...I 798480-0160 �o a 798380-0300 r0040 303RD . 4 r 6 o M 2S 1 -r 798380-0290 'n o' r798480- 0150 jN- - Cn+798480- o0140 m_ r+ T rnm �rno r798480 0 0i m I 092104-90882 g. rn 4��d'ti 092104- 9237 0921049063 092,04 9080 i I 1 092104-9184 Ofl240+h9097r • -.-. , fl 092104-9275 092104-9202 092104-9244 Legend Subject Site 300' Notification Area King County Tax Parcels 092104- 9236 cmi 092104- rn 9101 a 092104-9091 0 N 092104- 092104 9322 9323 i092104- 9150 f - 092104 9259 i I r� I i i [192104-922 i 092104-9295 n. n 092104-9261 - 60 - - 022104.9108 M2104-9100 092104-9096 042104-9158 042104-9136 CITY OF Federal Way N 0 150 300 This map is inter4od for use ae a graprkal representeW Only. Feet The City of Federal Way makes no warranty as to its aadxaty. 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Easy Peel® labels Use Avary® Template 51600 7983800160 `DOSAI ES ADAI RCD-Ml I%AC IIA ffiAI 1 1 \V /�LLV ✓ L✓LI \ 1 V • IVILJIll IYI/"lV 2806 S 303RD ST FEDERAL WAY WA 98003 3655000010 LE NY HAN 30248 26TH PL S FEDERAL WAY WA 98003 3655000020 WAWERUJOYCE 2626 S 304TH ST FEDERAL WAY WA 98003 3655000030 EDWARDS TONY SR 30236 26TH PL S FEDERAL WAY WA 98003 3655000040 GUERRERO LAURA R 30228 26TH PL S FEDERAL WAY WA 98003 7983800210 MOORE RAYMOND+DAWN 2803 S 303RD ST FEDERAL WAY WA 98003 7983800220 ALMASAN FLORIN+TABATHA 2809 S 303RD ST FEDERAL WAY WA 98003 7983800230 LEGGETT MATTHEW TODD 2817 S 303RD ST FEDERAL WAY WA 98003 7983800240 RODGERS RICHARD W & P A 30307 29TH CT S FEDERAL WAY WA 98003 7983800250 BENNETT JEFFREY W+CHRISTINE 30311 29TH CT S FEDERAL WAY WA 98003 I ♦ Bend along line to '`—)1d Paper expose Pop-up EdgeT"A j 7983800260 CHAT ALFRED T 565 PEACHTREE ST NE #1010 ATLANTA GA 30308 7983800270 GILL BELINDA 30308 29TH CT S FEDERAL WAY WA 98003 7983800280 ALCANTARA JIMMY+ILLUMINADA 2211 S STAR LAKE RD FEDERAL WAY WA 98003 7983800290 STROM MICHAEL R+BRITT M 30232 29TH AVE S FEDERAL WAY WA 98003 7984800010 KENT HELENE E+BRADLEY 2714 S 304TH FEDERAL WAY WA 98003 798380TRCT 7984800020 JONES GARY P & SUSAN 30260 27TH S FEDERAL WAY WA 98003 7984800030 CASARETTO DELFINA P 30250 27TH AVE S FEDERAL WAY WA 98003 7984800040 FLEISCHER OTTO H+JULIAA 30244 27TH AVE S FEDERAL WAY WA 98003 KAPLAN H DAVID 30240 27TH AVE S FEDERAL WAY WA 98003 7984800050 AAMRY® 51600 1 7984800060 LJE�A1A0EC? FIRED R. & S1 1SAN M 30234 27TH AVE S FEDERAL WAY WA 98003 7984800070 HERNDON HOWARD L+DEBRA L 30230 27TH AVE S FEDERAL WAY WA 98003 7984800130 DOREANNE+LARSEN CHRIS NYHO 30261 27TH AVE S FEDERAL WAY WA 98003 7984800140 RABAGO MILTON JOSE U+SEIMEA 30253 27TH AVE S FEDERAL WAY WA 98003 RAAB CATHI A 30245 27TH AVE S FEDERAL WAY WA 98003 WHITE DOUGLAS+KAREN J 30229 27TH AVE S FEDERAL WAY WA 98003 7984800150 7984800160 k1cluettes faciles a peler i ^� A Repliez A la hachure afin de www.averycom Utilisez le cuabarit AVERY@ 51600 'Sens de MOW le rebord Pop-ug)mc I 1-800-GO-AVERY SENDER : ■ Complete Items 1 and/or 2 for additional ser, I also wish to receive 1 following services (for ai i .N a) u) ■ Complete items 3, 4a, and 4b. s Print your name and address on the reverse of this form so that we can return this extra fee : ❑ Addressee.` Address d lard to you. ■ Attae6, this form to the front of the mailpiece, or on the back iiA . t �y .t try@ryy 2;'L1�RgSIr3C:�y-�Wale ppermit "Return ReCelpt Requested" on the peelpiece below thr. ■ The Return Receipt will show to whom th600cle was delive 1 .1d Eonsult postmaster for fee.>.delivered. 0 3. Article Addressed to:rticle NbrnberI •i i_:etvlce B _.:gister d'i; ❑ Cei#ffieiiE °, v D ��p D 4'e J� - xpress i� ❑ lyisur.2dnr:. ❑ Return Receipt'f0rIU 3n� a ?j1 9 D I p.. G)�� $� �y/�� W f i 7. Date of Delivery _ ---- 8. Addressee's Address (Only if requeste z a: 5. Received By: (Print Name) and fee is paid) 1= 6. Signature: (Addressee or Agent) 3 Y 102595-9e-B-0229 w PS Form 3811, December 1994 Domestic Returr Re(lr,01- ;), SENDER: I also wish to receive t a ■ Cornplete items t andtvr2 for additional sere- following services (for an .y ■ Complete items 3. 4a, and 4b. w ■ Print your name and address on the reverse of this form so that we can return this extra fee): card la you. 1. ❑ Addressee's Address N ■ Atlac� this form to the front of the mailpiece, or on the back if space does not permit. 2. ❑ Restricted Delivery a Write 'Return Receipt Requested" on the malipiece below the article number. at ■ The Return Receipl will shdCV to whom the article was delivered and the date Consult postmaster for fee. 0 3 Article Addressed to: 4a. Article Number artmer ❑fir Nhrce,,,, enec •r�3 1 E Pry,: S�•r] I� l : r� �erA: E�,c�ase�g e U PD �� 4�%aD ❑ Return Gjpt gSSDy DJp() zoate oil 5, Received By: (Print Name) 8. Addressee's Address (Unly it requesreo and fee is paid) 6. Signature: (Addressee or Agent) X o - a ❑ Certified -T PS Form 3811, December 1994 102595-98-B-0229 Domestic Return Heceipt i d U .i d c� U N a7 UNIT STATES POSTA 4-MTTLE WA 98 ■ Print your name, address, a I leo7e I 0 -0 X C=� :g 7. M community Development Department rn 33325 8th Avenue South w 9> K7 'rn r-D, Federal Way, WA 98003-6325 C:D rnnq M jjyi HIJ I� First -Class Mail UNIT STATES POSTAL SERVICE Postage &Fees Paid Permit No. G-10 Print your name, address, and ZIP Code in this box 0 Development Department c-- jommunity 8th Avenue South 33325 Federal Way, WA 9800 3-6325 A C D E F G H 5 3 SHEET INDEX SHEET NO DWG NO SHEET TITLE i1i♦ i r.f Crr%rn� l 1AIrx UI I! euvi al v v Ely Public Works Department Federal Way, Washington S 304TH STREET AT 28TH AVE S INTERSECTION IMPROVEMENTS DECEMBER 2013 Federal Way CITY OF FEDERAL WAY NO: 1 G-01 TITLE AND INDEX SHEET 2 G-02 LEGEND AND ABBREVIATIONS 3 C-01 SURVEY CONTROL PLAN 4 C-02 ALIGNMENT AND RIGHT OF WAY PLAN 5 C-03 SITE PREP AND EROSION CONTROL PLAN 6 C-04 TEMPORARY EROSION CONTROL DETAILS (PENDING) 7 C-05 ROADWAY PROFILES 8 C-06 ROADWAY SECTIONS 9 C-07 PAVING PLAN 10 C-08 PAVING DETAILS 11 C-09 DRAINAGE PLAN 12 C-10 DRAINAGE PROFILES (PENDING) 13 C-11 DRAINAGE DETAILS (PENDING) 14 C-12 ILLUMINATION PLAN AND DETAILS 15 C-13 PAVEMENT MARKING AND SIGNING PLAN 16 C-14 TRAFFIC SIGNAL PLAN 17 C-15 SIGNAL NOTES AND WIRE SCHEDULE 18 C-16 WIRE DIAGRAM (PENDING) 19 C-17 SIGNAL POLE DETAILS 20 C-18 RETAINING WALL PLAN, PROFILES AND DETAILS (PENDING) 21 C-19 CONSTRUCTION STAGING PLAN (PENDING) o� a EDRAW 4 8 DATE: DECEMBER 2013TETRA TECH wwwletrelechcom DRAFT SUBMITTAL an of 4_ Federal Way DESIGNED: AA AA CHECKED. so 400 1127'}lAVl4 HE, Sf7RE 400 BELL EVUE. WA 98004 PHONE: 425£35-1gNq FAY, 425E35-1150 APPRDVEo- SO REV pA1F MS CNiLM APPROVALS REN524 CESCWIV4 _ This drawing is full size when 22'x 34' or is reduced to half size when 11'xl7' VICINITY MAP NTS RECEIVED AUG 2 8 2014 CUY OF FEDERAL WAY CALL 2 DAYS CDS BEFORE YOU DIG 1-800-424-5555 NOT FOR CONSTRUCTION S 304TH ST AT 28TH AVE S FILE NO: INTERSECTION IMPROVEMENTS PROJECT NO: �13-042 DWG NO; —01 TITLE AND INDEX SHEET SHEET: 1 OF 21 5 4 3 2 5 !■ 3 I A F LEGEND ITEM EXISTING PROPOSED ASPHALT CONCRETE EDGE OF PAVEMENT CATCH BASIN C ■ STORM MANHOLE SANITARY MANHOLE WATER METER fEwu a WATER VALVE N w+ N FIRE HYDRANT ^ �M' )R GAS VALVE D7 Cv GAS METER 12 a TELEPHONE RISER 0 nR UTILITY POLE o + UTILITY POLE ANCHOR E-- TRAFFIC JUNCTION BOX hJTp-j! STREET LIGHT ASSEMBLY `{ ELECTRICAL JUNCTION BOX C7a SERVICE CABINET CONTROLLER CABINET ® m POWER VAULT TELEPHONE MANHOLE O FIBER OPTIC MANHOLE Fo FIBER OPTIC SPLICE VAULT IFOI SIGN POST - SINGLE d ■I SIGN POST - DOUBLE �—a ■- TYPE 1 LOCKING JUNCTION BOX m TYPE 2 LOCKING JUNCTION BOX O TYPE 8 LOCKING JUNCTION BOX 0 CONDUIT C E1 LL rr+r�IV LJ1D% Cl7C1l..VIV I IIV V CLJ 1 ITEM EXISTING WATER LINE W STORM SEWER LINE SD SANITARY SEWER LINE SS BURIED POWER LINE BP GAS LINE - BURIED FIBER OPTIC LINE BF❑ BURIED TELEVISION CABLE BTV BURIED TELEPHONE LINE BT OVERHEAD POWER - DECIDUOUS TREE 010, CONIFEROUS TREE 1 �. WETLAND FLAG P ESA WETLAND IN FLAG ° WETLAND BOUNDARY b1L WETLAND BUFFER w1 WETLAND �`~ CREEK/DITCH CENTER LINE STORM DRAIN CULVERT (< 24"0) (LESS THAN 24"0) STORM DRAIN CULVERT (24"0 AND LARGER) SILT FENCE HIGH VISIBILITY FENCE CATCH BASIN PROTECTION WATTLES RETAINING WALL CURB RAMP PARALLEL CURB RAMP PERPENDICULAR CURB RAMP GUARD RAIL FENCE TEMPORARY FENCE MONUMENT CONTROL POINT CENTER LINE RIGHT OF WAY PROPERTY LINE TEMPORARY CONSTRUCTION PERMIT STATE/COUNTY/CORPORATE LIMIT SAWCUT LINE FILL LIMIT CUT LIMIT MINOR CONTOUR MAJOR CONTOUR POTHOLE SECTION LINE MID -SECTION LINE PROPOSED SD }-------------< Si HVF 0 mmalk x--x x-x .; —74- -BO— — E F G A o�oECA /1 ATI/1A1 �` /'1C7EJC\yl/-%I I%aIN ACP ASPHALT CONCRETE PAVEMENT ATB ASPHALT TREATED BASE APPROX APPROXIMATE B/C BACK OF CURB BFB BOTTOM FACE OF BLOCK (AT GROUND) BL BIKE LANE 8/0 BLACK ON ORANGE B/W BLACK ON WHITE CB CATCH BASIN CFW CITY OF FEDERAL WAY CI CAST IRON CL, CL CENTER LINE CPP CORRUGATED POLYETHYLENE PIPE CSSC CRUSHED SURFACING BASE COURSE D DEGREE DET, DTL DETAIL DI DUCTILE IRON DLC DETECTOR LOOP CABLE DWG DRAWING E ELECTRIC UTILITY EA EACH EL, ELEV ELEVATION EM ELECTRIC METER EP EDGE OF PAVEMENT EX, EXIST EXISTING EXT EXTRUDED FG FINISHED GRADE FL FLOW LINE GM GAS METER GV GAS VALVE HMA HOT MIX ASPHALT HVF HIGH VISIBILITY FENCE HYD FIRE HYDRANT IE INVERT ELEVATION JB, J-BOX JUNCTION BOX LF LINEAL FOOT LS LUMP SUM LT LEFT MAX MAXIMUM MIN MINIMUM MH MANHOLE MON MONUMENT H N NORTH NBL NORTH BOUND LANE NO., # NUMBER NST NO STEEPER THAN N.T.S. NOT TO SCALE PC POINT OF CURVATURE PERF PERFORATED PROP PROPOSED PP UTILITY POLE PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE RP RADIUS POINT RT RIGHT ROW, R/W RIGHT-OF-WAY S SOUTH, SLOPE SBL SOUTH BOUND LANE SO STORM DRAIN UTILITY SDMH STORM DRAIN MANHOLE SDP STORM DRAIN PIPE SDR STANDARD DIMENSION RATIO SERV SERVICE SF SILT FENCE SHT SHEET SPEC SPECIFICATIONS) SS SANITARY SEWER UTILITY SSMH SANITARY SEWER MANHOLE SSP STORM SEWER PIPE STD STANDARD STA STATION T, TEL TELEPHONE UTILITY TELMH TELEPHONE MANHOLE TFB TOP FACE OF BLOCK TS TRAFFIC SIGNAL TWLTL TWO WAY LEFT TURN LANE TYP TYPICAL UDP UNDERDRAIN PIPE VC VITRIFIED CLAY W WATER UTILITY W/ WITH WM WATER METER WSDOT WASHINGTON STATE DEPT. OF TRANSPORTATION WV WATER VALVE CONSTRUCTION NOTE SYMBOL LEGEND SECTION NUMBER C-02 DRAWING ON WHICH SECTION/ELEVATION APPEARS DETAIL NUMBER DETAIL f A , PLAN ON WHICH SECTION SCALE: NTS C-01 WAS CUT 11 CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 1 NOT FOR CONSTRUCTION DATE' DECEMBER 2013 TETRA TECH wwwtehalech—. DRAFT SUBMITTAL °m°F L Federal Way `- — S 304TH ST AT 28TH AVE S INTERSECTION IMPROVEMENTS LEGEND AND ABBREVIATIONS FILE NO: DESIONE@ AA PROJECT NO: 13- 42 �+N2 AA DWG NO: CHECKED: so 400112TH AVE NE, SUITE 400 9ELLEVUE,WA9B004 PHONE: 425E35-1000 FAx:425-635-1150 APPROVED: 50 SHEET: 2 OF 21 REV DATE DES CHECK APPROVALS WNISM WZAFTXN 5 4 2 This drawing is lull Size when 22-x J4- Of is reduced to half size when 11-xl/- B C T. 21N. R. 4E. W.M. E F G H 3 SEC. 4 CP-207 22+00 CP-200 23+00 45'- 24+00 . u, S 4TH STREET -587' + 25+00 B_—LINE 26 00 — i _ A TA 1 +$ _ } = _ 27+00 I _ S. 4. T_21N. R. 4E. W.M. 28•� 00 29+00 B STA 24+62.17 S.W, — — —f 30+00 52+3 T + _ _ — — — _+ _ — r B STA 25+35.57, 22.00' RT CP-203 � x 5tio� . CP-201 S87' 45' 30.1"E PT o B STA 25+28.57, + 22.00' RT toI w ' w o PC a? z o A STA 16+07.68, NI i 3066' RT . a " Lo lo SEC. 9 Z IZ I CP-206� I fl S88' 08' 30.0"E J00 562' 15' 50'E D-LINE 'Irpri 50 4 + _ 20 O 20 40 A STA 15+04.40 1 A_p D STA 40+40.02 J SCALE IN FEET 5 co1 I �JJ S Q N172' 14' O5"E X 11 6 �1 SURVEY CONTROL NUMBER NORTHING EASTING STA/OFFSET ELEVATIPOOINT DESCRIPTON CP-200 123671.76 1277357.03 B 24+65.60, 4.21' LT 456.84 SET PK NAIL CP-201 123622.98 1277788.32 B 28+98.47, 27.66' RT 460.83 SET PK NAIL CP-203 123632.76 1277624.31 B 27+34.21, 24.31' RT 462.15 SET PK NAIL CP-204 123229.73 1277327.32 A 12+26.82. 14.60' LT 441.40 SET PK NAIL CP-206 123522.37 1277337.43 A 15+19.62, 12.18' LT 453.71 SET PK NAIL CP-207 123675 28 1277159.93 1 B 22+68.52. 0.01' LT 1 444.13 MONUMENT IN CASE N 1 n' C STA 50+00.00= A STA 14+33.78, 19.40' RT 0 o+ v z= N� I� ci p, � y e � wIw z z = a r j 0 a +t M I I I DATUM AND BASIS OF BEARING I HORIZONTAL DATUM: WASHINGTON COORDINATES, NORTH ZONE (BASED UPON NAD 83/11)_ VERTICAL DATUM_ NAVD 88 CONTROL METHOD: HORIZONTAL AND VERTICAL CONTROL COORDINATES WERE DERIVED USING A COMBINATION OF STATIC GLOBAL POSITIONING SYSTEM (GPS) PROCEDURES AND FROM TRIGONOMETRIC TRAVERSE METHODS USING A LEICA TPS-1201 TOTAL STATION. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) SURVEY CONTROL POINTS GP17005-82 AND GP17005-83 WERE USED AS PRIMARY GPS BASE STATION CONTROL. SURVEY NOTES: FIELD SURVEY PERFORMED OCTOBER, 2013. THE RIGHT OF WAY SHOWN WAS DEVELOPED USING THE BREAKDOWN FOR THE NORTHEAST QUARTER OF SECTION 9, T21N, R4E AS SHOWN ON SHEET 4 OF THE RETRACEMENT OF THE RIGHT OF WAY BASE LINES FOR SR-5, AS PERFORMED BY INCA ENGINEERS INC, AFN 20030305900008. RECORDS OF KING COUNTY, WA. AND TIED TO MONUMENTS FOUND IN THE FIELD. THE NORTH LINE OF SECTION 9 WAS HELD FOR THE CENTERUNE OF S. 304TH STREET AND THE NORTH -SOUTH 16TH LINE OF SAID NORTHEAST QUARTER WAS HELD AS THE CENTERLINE FOR 28TH AVENUE S. THE DIMENSIONS FOR PARCELS 092104-9091, 092104-9236, AND 092104-9322 ARE BASED UPON TITLE REPORT LEGAL DESCRIPTIONS. OTHER PARCELS SHOWN ARE BASED UPON THE KING COUNTY GIS DATABASE AND WERE ROTATED AND TRIMMED TO FIT CALCULATED RIGHT OF WAY LINES. SAID PARCEL LINES AND DIMENSIONS ARE APPROXIMATE AND HAVE NOT BEEN SURVEYED. CALL 2 DAYS BEFORE YOU DIG 1 800 424 5555 NOT FOR CONSTRUCTION DATE: DECEMBER 2013 TETRA TECH S 304TH ST AT 28TH AVE S FILE No: �� DESIGNED` WR IN DRAFT ��oF � Federal Way INTERSECTION IMPROVEMENTS 13-042 DRAWN: w, AM106, dOG ADD SUBMITTAL . - SURVEY CONTROL PLAN DWG NO; C-01 CHECKE0. so 1i2n r,VE NE,$Urra $ELLEVUE. WA98004 PNDNE:4Z5435.10M FAX425.886.1180 SHEET: OF `� F6 DATE OES PEEx N'PROwVLS REVISION OCSCRP110N AAP'RMD- so This drawing is full size when 22"x 34' or is reduced to half size when 11"x17' 5 4 3 2 T. 21N. R. 4E. W.M. { 1 I I (0 I ' I I SEC.4 I j I N 1 I l I+ � I I RIGHT—OF—WAY L I I --7\ — — — — — — — — I — — — — — — — — — — — — — — — — — — — — — — — 23+00 --- - _ + SST 45' 30"E 24+00 RIGHT-OF --------------- �--A ---- A STA 16+65.31= S 304TH STFEET B STA 24+62.17 25+00 _ 1_ S—LINE 26+00 _ PT —1 I B STA 25+28.57, \\ 22.00' RT r 2 38r TA 52s37.55= 7 B STA 25+35.57. 22.00' RT �I STA RT+46.84, 35 00' ZI I I of Or / I I ZI N I _ I ; I Co ¢ z / I N I � I I ' I 3 00 D-LINE I + 58$ ff8 3D'E I L I A ^I A STA 15+04.40�1 I I I I o ! I 1 I I I TA ❑+ a a A STA 14+33.78, 19.40' RTo I I I I I I I I , B STA 26+25.63; B STA 25+36.64, 35.00' RT 41.00' RT LA STA 16+23.64. 5206'.RT A STA 16+06.46. 43.65' RT 20 0 20 40 SCALE IN FEET 27+00 21N R 4E, W.M. - -RIGHT=OF -WAY1 ---`------ i l ' NOTES I I T. SEE SURVEY CONTROL PLAN FOR BASIS OF BEARING, MONUMENTS AND CONTROL POINTS. ' 1 2 SEE SURVEY CONTROL PLAN FOR I 1 ESTABLISHING ALIGNMENTS. y A STA 15+47.02, - - - 43.29' RT A STA 15+21 28, 43.13' RT �A STA 15+21.19, 58.13' RT 092104-9091 I JONATHAN DEBEB 1I SEC' 9 y A.P. D STA 40+40.02 I 1 S62' 15' 50"E ll 1 I _ ;A STA 14+86.19, I 57.91' RT y `A STA 14+86.28, y _ 42.91' RT A 5T�+77.02, 42.86' �RT I A STA114+70.75, ! 29.82' 1RT I EXISTING SEWER MAIN 1 EASEMENT I I092104-9322 � � PETER D.WONG & I TAM VINCENTE i l I 1 1 YEXISTING 15' ROAD & UTILITIES EASEMENT A STA 13+77.D2. ~ ~ — — CALL 2 INS 42.24' RT BEFORE YOU DIG - - — - - - - - _ 1-800-424-55b5 NOT FOR CONSTRUCTION PC A STA 16+07.68. 30.66' RT 092104-9236 KATHLEEN A. & ANTHONY RUSICH DATE: DECEMBER 2013 TETRA TECH S 304TH ST AT 28TH AVE S FlLE NO: PROJECT NO: DESIGNED: WR DRAFT �VDF ._ Federal Way INTERSECTION IMPROVEMENTS 13-042 dE DRAWN: AA DWG NO: Wwwtetmiecbcom 4DD,12THAVENE,SUffE4C0 SUBMITTAL ALIGNMENT AND RIGHT OF WAY PLAN C-02 CHECKED. SO B ELLEVUE, WA 98004 PHONE: 425-635-1000 FAX:425 635-1150 SHEET: 4 OF 21 REV D►1C Df5 04C9 IPPiltrxYs REVISION DESCRIPTION APPROVED: SO This drawing is full size when 22"z 34" or is reduced to half size when 11%17' A C D E F G H 5 4 3 SEC. 4 •� �, � I.U� y GENERAL SITE PREPARATION NOTES 1. PRESERVE AND PROTECT ALL IMPROVEMENTS THAT ARE TO REMAIN 2. FOR MODIFICATIONS TO EXISTING ROADWAY SIGNING, SEE SIGNING PLAN 3. FOR MODIFICATIONS TO EXISTING STORM DRAINAGE SYSTEM, SEE DRAINAGE PLAN I REV I DATr I 0¢5 I CHECK APPROVALS I R(VlSON OESCRO110. This drawing is full size when 22"x 34' or is reduced to half size when 11"x17' r ipnrsxx � .I R � � _ I� � � �� +OD f lLEtTRGs rm-•I i '1JN_T � VAULT l I h !1• in- 1 I o l l f III 3 BEOIN I fi II I'I I 4 TAX LOT 092104-9236 I II I -__r I��'l Q 4 4 BEGIN 3 NO I' I•�} I TAX LOT 092104-9091 l� Y 4SI.1_ p 'ram 3 @EGIN s - 4 Asb Y ♦l _ I o 1 r I j T 2 BEGIN I . �` TA% LOT 092101-9�22 DATE: DECEMBER 2013 DESIGNED: NW TETRA TECH DRAFT DRAWN: AA WV .lelrelechcom CHECKED: SO 400 112TH AVE NE, SURE 400 SUBMITTAL BELLEVUE, WA 98004 APPROVED: SO PHONE: 425-635-1000 FAK425-635-1150 w.sTk � ao .�e�� . 20 0 I ; SITE PREPARA I IUIV NU I t5 26+ $ VERTICAL SAWCUT REMOVE HMA i p ENDS — �\ i O3 REMOVE ROCKERY REMOVE WOOD FENCE _ _ _ _ A. ' � OS RELOCATE UTILITY POLE (BY OTHERS) F'4 9 �'" © RELOCATE WATER METER �r o /C 4 NO � II SEC 9 EROSION CONTROL NOTES Q1 INLET PROTECTION (EXISTING CATCH BASIN) 20 HIGH VISIBILITY FENCE O3 INLET PROTECTION (PROPOSED CATCH BASIN) LEGEND C CUT LIMIT F FILL LIMIT HVF HIGH VISIBILITY FENCE / CLEARING LIMIT INLET PROTECTION (EXISTING CATCH BASIN) ❑O INLET PROTECTION (PROPOSED CATCH BASIN) - - - SAWCUT x REMOVE TREE ® REMOVE EX. SURFACING CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 1 NOT FOR CONSTRUCTION S 304TH ST AT 28TH AVE S FILE NO: IT-, r PROJECT NO: INTERSECTION IMPROVEMENTS 13-042 F aderal Way SITE PREP AND EROSION CONTROL PLAN DWG ND:C-03 SHEET: rj OF 21 2 -I I-- . .00 p t o' un 0. NSul m ! QNria a in o o465 �_ — �,,c r#W o r 0 Naaw w I — k. �II 1 � If c,� as o �� r a1,1 Ji a l �. N� � I [ 460 N n r 2.60� x15. NG GRU Ex1SG O11 Tllr4,fl0� 2.`✓4% 1 .:. . -..:.. - fI _a w —.---CR ..- I- �. 5 pRQPp5E0 I - 1 GRADE 3 I 0$ - PROPOSI 0 GRADE ' 1 4 450 EXISriFaC-GROUNt 4 xiSTINa Gi�vl1l ND f OPOSM IROPOSEO:�GRAOE . ! , RAdf i -. I �1 06 --= . m +.'— ° �; ;� d t j QD 50+00 50+50 51+00 51*50 52+0 5!+50 40+00 - - 40+50 C-LINE D-LINE CURB LINE SE DRIVEWAY 3 DECEMBER 4 4EB: MJR I'- AA E0: SO VEO: SO TETRA TECH DRAFT _ wwtetmlechlcom4 Federal Way 400112THAVE NE,SUrrE400 SUBMITTAL BELLEVUE, WA 98004 PHONE: 425-635-1000 FAK425-635.1150 20 C 20 40 HORIZ: SCALE IN FEET 5 0 5 10 VERT: SCALE IN FEET CALL 2 DAYS BEFORE YOU DIG [NOT1-800-424-5555 FOR CONSTRUCTION S 304TH ST AT 28TH AVE S FILE N� INTERSECTION IMPROVEMENTS PROJECT NO: 13-042 ROADWAY PROFILES °iNG NO: C-05 SHEET: ] OF 21 4 3 2 This drawing is full size when 22"x 34" or is reduced to hall size when 11"xl7" r H 5 3 CE A —LINE VARIES P I 3 SEE C—LINE CURB PROFILE 11L I 5' 6 LANE LANE LANE BIKE SIDEWALK � EX. CROWN EXISTING __VARIES 1% r EX. ROADWAY � _ — a I wzt XX Xx 1 xx , XX xx SECTION A A —LINE STA 14+15 TO STA 16+50 NOTES 1O SURFACING DEPTHS TBD Q BLOCK OR ROCKERY WALL TBD UTILITY q D—LINE 4' 7.5'-- & 5' 7.5' — — — — — — I g/W VARIES � PROFILE EX. GROUND GRADE REPLACE EX. WALL_ — ---VARIES— TYPE TBD XX 6 XX 1 XX 2 SECTION B D—LINE STA 40+40 TO STA 40+60 — — f f EX. GROUND WALL TYPE TBD SECTION NOTES O HMA CL 1/2" PG 64-22, O CRUSHED SURFACING BASE COURSE O CEMENT CONCRETE CURB & GUTTER PER CFW DWG NO.3-4 ® PERVIOUS CEMENT CONCRETE SIDEWALK O5 GRAVEL BACKFILL FOR DRAINS © CEMENT CONCRETE SIDEWALK Q CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 NOT FOR CONSTRUCTION DATE: DECEMBER 20i FILE NO: Des11;NED: MJR NTETRA TECH S 304TFi ST AT 28TH AVE S P,iD�ECr ND: DRAFT °F INTERSECTION IMPROVEMENTS 13-042 DRAWN: AA wxw�toltaleahaarn ti Federal Way M NO: CHECKED: 50 40011xTHAVE ME,SIIITEa00 SUBMITTAL ROADWAY SECTIONS C-06 BELLEVUE. WA 98004 SHEET: 8 OF 21 APPROVED: SO FLY oATf DES errECK MPRO'+ltL4 aEwS�C++ �SC�PT�Or+ PHONE; 4254J54000 FAX:425>53&1150 5 4 3 2 his drawing is full size when 22"x 34" or is reduced to half size when 11"x17 5 3 A B C I � f I cc f > I I a 1 I SEC.4 I I I 04 I I i i � f I I Viw0: - - } D T. 21N. R 4E W.M. 1 E F A G Oyer E r'I .b I Mt=l= I r TAX LOT 092104-9091 II -� I I I ITAX LOT 092104-9322 1 f !� I 20 0 20 40 SCALE IN FEET H NOTES 1. SEE SITE PREPARATION PLAN AND ROADWAY SECTIONS FOR SAWCUT LOCATIONS 2. SEE ROADWAY SECTIONS FOR SECTION DEPTHS I - - PAVING; NOTES _-r-.�r �t CEMENT CONCRETE CURB AND GUTTER CFW DWG NO 3-4 20 PERVIOUS CEMENT CONCRETE SIDEWALK 30 DRIVEWAY RECONSTRUCTION ® CEMENT CONCRETE SIDEWALK 1 05 BLOCK OR ROCKERY WALL - TBD © CONCRETE STAIR CASE 7Q WALL - TYPE TBD CONSTRUCTION CENTERLINE FULL DEPTH HMA SECTION PERVIOUS CEMENT CONCRETE SIDEWALK CONCRETE DRIVE/WALK CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 NOT FOR CONSTRUCTION DATE: DECEMBER 2013 TETRA TECH www.,alralech,ccm DRAFT SUBMITTAL , Fe . �. Federal Way S 304TH 3T AT 28TH AVE 8 INTERSECTION IMPROVEMENTS PAVING PLAN FILE NO: DESIGNED: PROJECT NO: 13-042 DRAWN: AA AA DWG NO: C-07 CHECKED: 50 400112TH AVE NE, SUCfE 400 BELLEVUE, WA 98004 PHONE:42"3610DO FAX: 426-63C>1150 APPROVED: SO SHEET: g OF 21 REV DATE DES CHECK APPROVALS REHSKM OMWIMN 5 4 3 2 This drawing is full size when 22"x 34" or is reduced to half size when 11"xI7" s C D I F G H 4 . I O i S 304TH STREET ,o o ,0 2D B—LINE O0 SCALE IN FEET 4 I ® I 1 zco I ' al Q I 1; � I ool I I SIDEWALK AND CURB RAMP DATA STA OFFSET ELEVATION (FINISH GRADE) ELEVATION (TOP OF CURB) PENDING LEGEND ® CROSSWALK I.D. ® RAMP 1.0. CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 NOT FOR CONSTRUCTION DATE. DECEMBER 2013 S 304TH ST AT 28TH AVE S FILE NO: TETRA TECH PROJECT NO: DRAWN: AA DRAFT � «TMaF INTERSECTION IMPROVEMENTS 13-042 DRAWN: AA ww�.�ln,,.eh.�„ o... Federal Way DWG No: CHECKED: So A901fPTHLLENE,&iAEi00 SUBMITTAL - PAVING DETAILS C-08 APPROVED: SO 6ELLEWE, WA eaooa SHEET. 10 OF 21 A(y 6A7E 0S5 pl(eN l�p0.WnS AgHjgN q(5W�t1pH PHGVJE' ag5{$67000 FA7L•�R5.83�1160 5 4 s ng is full size when 22"z 34' or is reduced to half size when 17"KIT A C E F G H 3 4 I SEC.4 1 � T I I FOUNDATION FOR SIGNAL POLE Q SEE TRAFFIC SIGNAL PLAN wJCH' L17..1..a. I '1.Fs4f 17' LTR l.QI,�S.i?b' i'.' CPEa (HE)-a2.77.' ld s7• CON' (Sp (E)=u1.92' $2' COHC (w)=+a 1.7: r sY' cC., i•)=. :rAF e s IE ra• cov:. v L :pi i Ia' ' NG]D 'E4CE Cif•; LiGaa<6.it' CTR S1RU'CTURE 1-� 6• r370 FENCE I' fff 15 IE t2' Gc,•-(S7.w7.. ,,E !; crr:cl!1.7Z-. w/ 1N1f�30�[ rsv ti w+1+1T /122 x STREET c.,^, lye 111 1 1 \rI hsz�—r— si --mot SS T. 21N. R. 4E W.M. I 1 1 CTR ;o.✓ A2 CTR zT�.,ryiyry CT1? ST.tOCTUR, 1.2' S CTR '- 12' ^,C (1'i TO S13-40 0' CTR FL 12- I4 (N TO f 1 a I CTF'LIP. SE-� Ir COtc �., -.a' 20 0 20 40 1 6 Sr x s ,) SCALE IN FEET � k ,r+!' ISOCi q„C;ER uF. VwC -- `/- =- --�� -r. _Y- 7 1. SD 2ey0❑ fjd�---�j i{` + f 11 �� \ E=LINE _ �' 26+00 SS04TH MEET 27 I I , 4 .2 4 �L a5 45LS -J FENE lK 1 �TEIiCCE R r Wd 3 \ �GaO EEIK.E I r :ar P1e aas Era`J+ r ;E 12' CONC (N)=a .31' iIAM.t90u m r F I ••-_ I f [ur a•: PROPOSED LOCATION OF WATER F6`E °` eLx Lze tA�+57 5 VAULT - DUALITY TREATMENT FACILITY, TYPE pg•+7076' roUPIG R:e�.a s CAP AND SIZE WILL BE DETERMINED o.K:1.4i I O 1 3 CTR STRJCTUK !.2 SE I + C-IR FL 12(11 TO 'w — I E' ITDJD FEF E x� tr I co 1 i•, 1 � Q t ��r 3I1�It wl I a? I I Z S � e� I ra 1[ a I ll 11 I I ] I ~ sg f i l�1 0 fo I �a 4� „R €€R 6� S� 4� Exe m & I \ 1 0' nn0o FLMEE-� TA VR 09YS( 1-14 1 s1pE , 1 ;TIE yQ.e917.is GEh£RAL LOCnS"a-N CR ON SITE tE 12- CC -NC (h')=:56 Si- SEPTC S—TEV- Two R0UN0 %CCESS LIDS (HOT SURWYED) TAX LOT 092104-9091 1. 4 IST` sn„� �1 IW LOT O-'N-U322 ABANDON EXISTING -- CULVERT IN PLACE f1 I i SEC. 9 11 ' LFtdEP.tE LDc no-. G Ott SITE SEMr SSTE}' (Par SUED) DRAINAGE GENERAL NOTES 1 SEE PAVING PLANS FOR PERVIOUS CONCRETE SIDEWALK. DRAINAGE CONSTRUCTION NOTES (2 STORM DRAINAGE STRUCTURE AND PIPE (DRAINAGE PROFILE PENDING) ❑1 CATCH BASIN TYPE 1 W/ SOLID RECTANGULAR COVER CATCH BASIN TYPE 1 W/ VANED GRATE 30 12" 0 RCP STORM SEWER PIPE CONNECT EXISTING PIPE TO NEW CATCH BASIN 5❑ CAP AND PLUG EXISTING PIPE © REMOVE EXISTING CATCH BASIN DRAINAGE LEGEND ■ PROPOSED CATCH BASIN TYPE 1 PER CFW DWG NO 4-1 —SD— PROPOSED STORM SEWER PIPE CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 1 NOT FOR CONSTRUCTION —_3 IDESI DECEMBER 201 TETRA TECH wwNE,surrE DRAFT SUBMITTAL C1TV°T y �� Federal Way S 304TH ST AT 28TH AVE S INTERSECTION IMPROVEMENTS DRAINAGE PLAN FILE NO: DESIGNED: KA PROJECT NO: 13-042 DRAWN: AA DWG N0: M v_� CHECKED: SO <00112TH ALE UE,VV 98 00 00 B EFAX;42,WA GB004 PHONE, 425�35-1000 FAX;425-635-1150 .APPROVED: SO SHEET: n OF 21 {gy OLTi pEg pgOK App,gyyyg pET,lyyy O[g[qFpy 5 4 3 2 This drawing is full size when 22"x 34' or is reduced to half size when 11"07" r 0 I a F H SEC. 4 I 31 ` , r + --�_/IN _� _ --� — -- SD SD —�T sD--!==�—' sra \� I 12 LEGEND EXISTING m A SS 0 �? r , r DESCRIPTION SIGNAL POLE WITH LED COBRAHEAD LUMINAIRE STREET LIGHT ASSEMBLY TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX CONDUIT LUMINAIRE NUMBER CONSTRUCTION NOTE WIRE NOTE WIRE SCHEDULE RUN CONDUIT CONDUCTOR COMMENTS NO SIZE AND TYPE 1 2" SCH 40 PVC 2#8 NOTES ALL PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL CONTAIN DETECTABLE PULL TAPE AND SHALL BE MARKED AS "CITY OF FEDERAL WAY" CONDUIT. ALL CONDUIT SHALL BE SCH 40 PVC, EXCEPT FOR ROAD DRIVEWAY CROSSINGS USE SCH 80 PVC CONDUIT. ALL PSE SERVICE CONDUIT SHALL BE RIGID GALVANIZED STEEL. LUMINAIRE SCHEDULE LUMINAIRE CIRCUIT LOCATION TYPE — DISTRIBUTION LUMINAIRE MOUNTING BASE COMMENTS STATION OFFSET NUMBER — WATTAGE ARM HEIGHT TYPE 1 1 B—LINE 24+48.7 23.2' LT II — MED CUTOFF e' 35' NEW LUMINAIRE (TO BE MOUNTED — 170W LED ON TOP OF SIGNAL POLE) 2 1 B—LINE 25+14.8 34.4' RT fI — MED CUTOFF 10' 35' NEW LUMINAIRE (TO BE MOUNTED — 170W LED ON TOP OF SIGNAL POLE) 3 2 A —LINE 15+84.9 39.5' RT II — MED CUTOFF 10' 35' FIXED NEW LUMINAIRE — 170W LED 4 2 A —LINE 14+90.4 38.9' RT II — MED CUTOFF 10' 35' FIXED NEW LUMINAIRE 71 — 170W LED DECEMBER 10: JL 1' AA EN so %To• So T. 21N. R 4E. W.M. v�l SS � 1 irm I I I I I' I i SEE SIGNAL PLAN 0-14� FOR CONDUIT/WIRING IN THIS AREA � N-6-\WA (ASMD) ST W TETRA TECH DRAFT •�¢,42THAYE` 5v E SUBMITTAL BELLEWE. WA 98004 PHON E: 425-636-1000 FAX:•IS83S1$5O 1_ B—LINE _ 216 .S V4TH 87R95ET I — f, CF `;.1— a- _ .:� I 1 GAS CABLE I SEE C-14 20 0 20 40 SCALE IN FEET SEC. 9 GENERAL NOTES 1. ALL WORK SHOULD BE IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARDS AND SPECIFICATIONS. CONTACT THE ENGINEER 5 WORKING DAYS PRIOR TO COMMENCING WORK. 2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 3. LIGHT STANDARD FOUNDATIONS SHALL NOT BE EXCAVATED AND POURED BEFORE POLE LOCATIONS ARE APPROVED BY THE ENGINEER. 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF FEDERAL WAY FOR MATERIALS APPROVAL AT THE --— EARLIEST POSSIBLE DATE. 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE, 7. ALL CONDUIT COVER SHALL BE 24 INCHES MINIMUM- 8. LUMINAIRE HARING AND JUNCTION BOX PLACEMENT SHALL CONFORM TO THE CITY OF FEDERAL WAY STANDARD DRAWING NO. 3-40. LUMINAIRE POLE DESIGN SHALL CONFORM TO THE CITY OF FEDERAL WAY STANDARD DRAWING NO. 3-39. ELECTRICAL SERVICE PLACEMENT AND WIRING SHALL CONFORM TO THE CITY OF FEDERAL WAY STANDARD DRAWING NO. 3-41. 9. JUNCTION BOX SHALL CONFORM TO WSDOT STANDARD PLAN J-40.10-02 (TYPE 1 OR 2) WITH GALVANIZED LID. LID TO BE WELDED SHUT AFTER FINAL INSPECTION W/2 1" LONG WELDS AT OPPOSITE CORNERS. 10. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. EXISTING JB WITHIN SIDEWALK SHALL BE UPGRADED TO SKID RESISTANT LIDS, 11. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED, CONSTRUCTION NOTES Q1 CONSTRUCT FOUNDATION, FURNISH AND INSTALL ROADWAY LUMINAIRE POLE (HANOHOLE SHALL BE ORIENTED AT THE SAME ORIENTATION AS THE LUMINAIRE ARM), LUMINAIRE ARM, LED COBRAHEAD LUMINAIRE ASSOCIATED EQUIPMENT PER CITY STD DWG 3-39 UNLESS OTHERWISE NOTED, WIRING AND CONDUIT BETWEEN JUNCTION BOX AND LUMINAIRE SHALL BE PER CITY STD DWG 3-40 (WIRE SIZE BETWEEN JUNCTION BOX SPLICE AND POLE FUSE DISCONNECT SHALL MATCH THE ASSOCIATED CIRCUIT SIZE). LUMINAIRE POLE NUMBERING SHALL BE PER CITY STD DWG 3-39B. SEE DWG NO. C—XX FOR LUMINAIRE POLE DETAIL AND ADDITIONAL INFORMATION. SEE SPECIAL PROVISION. 2Q SEE SHEET C-14 FOR MORE CONDUITS CONNECTING TO THE JUNCTION BOX. 30 LUMINAIRE MOUNTED ON TOP OF SIGNAL POLE. CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 NOT FOR CONSTRUCTION S 304TH ST AT 28TH AVE S FILE NO: INTERSECTION IMPROVEMENTS PROJECT NO: 13-042 Federal Way DWG NO: ILLUMINATION PLAN AND DETAILS C 12 SHEET: 14 OF 21 5 4 3 Phis drawing is lull size when 22"x 34" or is reduced to hall size when 11"07 5 3 4 A � C _ 22+00 e R-5 i a C D T. 21N. R. 4E. W.M. I I I I co SEC.4 J Q 3 I = ! ) BEGIN 7 ' 1 k B STA 24+00 I , (4.4' LT) 7 t MATCH EXISTING -� ram■ I \ ��-�---- ,' _ S 304TH STREET �3+00 - R-2, SIGNING LEGEND S-X SIGN NO. R-X I SIGN REMOVAL NOTE T NEW SIGN AND POST OR RELOCATE SIGN AND/OR POST BEGIN B STA 24+00 1 (15.2' LT) MATCH EXISTING R-1 7 B STA 24+18 R-2 (5.0' LT) _ 7 8 STA 24+20 ? �; --(4.3;LT) I U1 tO B-LINES T E4 y I BEGIN 7 + ' I U1I. IL.I B STA 24+00 END 3 R-4 (4.1' RT) B STA 24+00 MATCH EXISTING (14.8' RT) MATCH EXISTING I END 7 END 2 A 16+22 B STA 24+2) (5.4' RT A S� 4.8 RT) END 7 1O A STA 16+08 I 11' 11' (3.6' RT) I ca GENERAL NOTES 1. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH CFW STANDARD DETAILS 3-17 THRU 3-21 UNLESS OTHERWISE NOTED. 2. ALL LONG LINE PAVEMENT MARKINGS SHALL BE TYPE D METHYLMETHACRYLATE (MMA), ALL OTHER PAVEMENT MARKINGS (CROSSWALKS, BIKE SYMBOLS, TRAFFIC ARROWS) SHALL BE TYPE A (THERMOPLASTIC). 3. CONTRACTOR TO REMOVE ANY EXISTING PAVEMENT MARKINGS IN CONFLICT WITH PROPOSED PAVEMENT MARKINGS. 4, OFFSET SIGN 2' FROM FACE OF CURB PER CFW STANDARD DETAIL 3-52 & 3-53, UNLESS OTHERWISE NOTED. LLI is A STA 15+83 5 (10.1' RT) I wt 00 J I A STA 15+28 5 I i (10.1' RT) I i 44 O y j 4 > + l-I i - r BEGIN 2 i A STA 14+72 f (13.8' RT) I BEGIN 7 A STA 144-13 + �) (2.2' RT) + rJ7 MATCH EXISTING BEGIN 3 A STA 14+13 (8.4' LT) I E F A G' - ]$EGTN B STA 25+05 (6.0 LT) END 3 7 BEGIN B STA 26+25 8 STA 25+08 (17.0 LT) (6.7' RT) MATCH EXISTING I 5 B STA 25+41 END 2 ' �. (0.0 RT) B STA 26+10 r I! (6.0' LT) C MATCH EXISTING 11' - 12' _ 26+4a I - - - - B-LINE HIM -B STA 25+1? r R-3 (17.0' RT) - • R3-17/R3-178P B STA 26+02ES (0.0' RT) END TAX LOT 092104-9276 A STA 16+22 (25.7' RT) A STA 14+89 (27.4' RT) A STA 15+83 (18.8' RT) \_C7IEND I y` B STA 26+25 (6.1' RT) MATCH EXISTING 3 END ' B STA 26+25 r i (17.0' RT) I MATCH EXISTING SEC. 9 CHANNELIZATION LEGEND 20 0 20 40 SCALE IN FEET - - -- �1 PLASTIC CROSSWALK LINE PER CFW STD DETAIL 3-20 (TYPE A). g A STA 15+28 (18.5' RT) 2❑ 8" WHITE PROFILED PLASTIC WIDE LANE LINE PER CFW STD DETAIL 3-18 (TYPE D). 3� 4" WHITE EDGE FLAT PLASTIC LINE PER CFW STD DETAIL 3-17 (TYPE D). TAX LOT 092104-9a91 ® PLASTIC 18" STOP LINE PER CFW STD DETAIL 3-20 (TYPE A). ❑5 PLASTIC TRAFFIC ARROW TYPE 2S PER CFW STD DETAIL 3-21 (TYPE A). 4 © PLASTIC BIKE LANE SYMBOL PER CFW STD DETAIL 3-20 (TYPE A). 7❑ DOUBLE YELLOW CENTER PROFILED PLASTIC LINE PER CFW STD DETAIL 3-17 (TYPE D). 6 A STA 14+89 (26.8' RT) 32" `R3-8 MOD -4 I MOUNT ON LUMINAIRE POLE j I1 s-2 I 3 BEGIN TAX LOT 092104-90z2 A STA 14 32 (13.6' RT)1 *1 f 0 ONLY I ONLY 1 vi R3-8 MOD 30" i t R-7 CALL 2 DAYS I 1 B 1 r i 1-800-424-5555EFORE YOU DIG NOT FOR CONSTRUCTION DATE: DECEMBER 2017 TETRA TECH � www.lelreleah.aam DRAFT SUBMITTAL �,aF � - Federal Way S 304TH ST AT 28TH AVE S INTERSECTION IMPROVEMENTS PAVEMENT MARKING AND SIGNING PLAN FILE NO: DESIGNED: JL PROJECT NO: 13-042 iDleawN: ,w DWG NO: C-13 CHECKED: SO 400 112TH AVE NE, SURE 400 BEFAX:42 , WA 90004 PHONE: 426�i38-1000 FAX: 425-6351150 APPROVED: so SHEET: 1$ of 21 aATe �P�VALS 9 ,,,„ 5 4 3 2 This drawing is full size when 22"x 34" or is reduced to half size when 11"07' A 8 C F . G H f tW/ I_INPF,ADARI F CAN /—SIGN: "30 MPH" 1 r SD S;a-- 1 T. 21N. R. 4E W.M. SEC. 4 6' WOOD FENCE i �...�_. _._ SIGN: "ST P"-7 1 , , f 2 2 R ---- ---- -- -------- SC SG SD r i r --mow 9 S 30'417-fj STREET Il T`,N G (DEA)LTLl��" v L 24+00 i r-` L_ 1 I -~~-T--SS'k' --- r ap GAL I $ L SIGN: f ELECTRI!;RL � VAULT za EVPA 2T s� w EVPC —_ w� a7 m i , o � 7 5 I 48 I 'GOD FENCE L�1 I jI ELECTRICAL VAULT I a 1 r I OIF I I I j 1 DR11.EWAYI 1 I i I 1 j I f I I r uWl If i 6' WOOD FENCE j x L Q i I ii 1 I f I 1 I K i JL;JI II r I ! + c I I I I I I I I y t I c I I I ! L--J II i r 1_ PHASE SEQUENCE DIAGRAM PRE-EMPTION SCHEDULE 37 02 a]S nc FYA FUTURE +k I � FUTURE FUTURE _�. � VVVVVV iii FYA EVP PHASES A 02 8 04 C 03 + 08 vD w� wr vro PROTECTED VEHICLE MOVEMENT PERMISSIVE VEHICLE MOVEMENT PEDESTRIAN MOVEMENT REV I DATE I DES I DECK AP PUMXS I R_V13-4)! OESCR>PIN N This drawing is full size when 22"a 34" or is reduced to half size when 11"07' DATE: DECEMBER DESIGNED: JL D114WN: AA ;RZCKEO! so 1PPROWEI: SO 42 ----------- ------ r 41 r_- — , _-- �-i _ SIGNAL HEAD ASSIGNMENTS R ,~ 17.2" 12" Y 12" FLASHING 12 F YELLOW 12 ARROW INDICATES HORIZONTAL H N LOCATION - TYPE "N" 12" 12" G 28, 29, 48, 49, MOUNTING TYP 58, 59 HEAD NO. HEAD NO, 23, 31, 32 21, 22, 41. 42, 81, 82 TO TRAFFIC CONTROLLER _ AT NE CORNER OF MILITARY RD S - & S 304TH STREET INTERSECRTION ��- x x. x� 5 SEC. 9 10 0 10 20 SCALE IN FEET fD TYPICAL VIDEO DETECTION ZONE AND LOOP LOCATIONS I .F — vxxl~~� L__J STOP 19AR * FINAL VIDEO DETECTION ZONE AREAS AND LOCATIONS SHALL BE DETERMINED IN FIELD BY CITY TRAFFIC MAINTENANCE REPRESENTATIVE ® TETRA TECH DRAFT Federal Way ,00,12NAVEW_SUE<oo SUBMITTAL BELLEVUE, WA 98004 PHONE: Q&eJ iaaa FAY425E35-1150 NOTES: 1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE TUNNEL VISORS, SQUARE DOORS AND 5" BACKPLATES. ALL SIGNAL HEAD BLACKPLATES SHALL HAVE 2" YELLOW REFLECTORIZED TAPE INSTALLED. MAST ARM MOUNTED VEHICLE SIGNAL HEADS SHALL USE MOUNTING TYPE "N". POLE MOUNTED VEHICLE SIGNAL HEADS SHALL USE MOUNTING TYPE "K" OR TYPE "D". 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED TYPE NTH SOLID SYMBOLS AND SHALL BE EQUIPPED WITH "Z" CRATE VISORS. ALL PEDESTRIAN SIGNAL HEADS SHALL USE MOUNTING TYPE "E". ALL PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE AND SHALL CONFORM TO THE LATEST MUTCD REQUIREMENTS. LEGEND EXISTING PROPOSED ® m m m 12 01 TYPE 1, 2, 8 JUNCTION BOX --L> -+ VEHICLE SIGNAL HEAD (THROUGH) b VEHICLE SIGNAL HEAD (TURN) P PEDESTRIAN SIGNAL HEAD --> EMERGENCY VEHICLE PRE-EMPTION "� clm� SIGNAL POLE 0110- SIGNAL POLE WITH LED COBRAHEAD LUMINAIRE O j TYPE PS POLE W/PPB TYPE I SIGNAL POLE W/PPB ® f� SIGNAL CONTROLLER CABINET ❑ ® ELECTRICAL SERVICE CABINET SIGN ON MAST ARM ffff� VIDEO DETECTION CAMERA — - - PVC CONDUIT m UNINTERRUPTABLE POWER SUPPLY (UPS) O SIGNAL POLE NUMBER OX CONSTRUCTION NOTE XQ WIRE NOTE p SIGN NOTE NOTES: 1. FOR CONSTRUCTION, WIRE AND GENERAL NOTES AND SIGN SCHEDULE, SEE DWG NO. C-15. 2. FOR WIRE DIAGRAM SEE DWG NO. C-16. 3. FOR SIGNAL DETAILS AND SIGNAL POLE SCHEDULE SEE DWG NO, C-17. CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 NOT FOR CONSTRUCTION S 304TH ST AT 28TH AVE S FILE NO: INTERSECTION IMPROVEMENTS PROJECT NO: 13-042 TRAFFIC SIGNAL PLAN DWG NO` C-14 SHEET: 16 1 5 4 1 2 A 9. C 0 E F G H CONSTRUCTION NOTES Ot CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE PER SIGNAL POLE SCHEDULE, DWG NO. C-17. INSTALL THREE VEHICLE SIGNAL HEADS, ONE TYPE 711 EMERGENCY PRE—EMPTION DETECTOR AND INDICATOR, ONE REGULATORY SIGN AND ONE STREET NAME SIGN ON THE FIRST MAST ARM. INSTALL THREE SIGNAL HEADS, ONE TYPE 711 EMERGENCY PRE—EMPTION DETECTOR AND INDICATOR, AND ONE STREET NAME SIGN ON SECOND MAST ARM. INSTALL ONE 240V M—C—II 240W LED LUMINAIRE AND ONE VIDEO DETECTION CAMERA ON THE LUMINAIRE ARM. INSTALL ONE COUNTDOWN TYPE PEDESTRIAN SIGNAL HEAD, ONE PUSH BUTTON ASSEMBLY (SEE SPECIAL PROVISIONS SECTION 9-29.19) AND ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SCHEDULE DWG NO. C-17. 02 CONSTRUCT FOUNDATION AND INSTALL TYPE PS SIGNAL POLE PER WSDOT STD PLAN J-21.10-02. INSTALL ONE COUNTDOWN TYPE PEDESTRIAN SIGNAL HEAD AND ONE PUSH BUTTON ASSEMBLY (SEE SPECIAL PROVISIONS 9-29.19) ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SCHEDULE DWG NO. C-17. WIRE NOTES ® DIAMETER, (INCHES) SERVICEM(#6) (2/0) NTERCONN, 6PR ILLUM. (/i8) PED PUSH BUTTON (2C5—#14) EVPE DETECT (3C5—Ij20) EVPE IND. (2CS—#14) VEHICLE HEAD (5C) PEDESTRIAN HEAD (5C) VEHICLE HEAD (7C) VIDEO PVC (14/3) 24CT SMFO REMARKS 2 1 _ 1 2 I 2 2 2 2 3 2 1 2 4 2 2 2 5 2 2 2 6 2 2 7 3 2 2 8 2 2 9 2 3 10 4 2 I 2 1 11 2 2 2 12 2 2 13 3 2 2 14 4 3 03 CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE PER SIGNAL POLE SCHEDULE, DWG NO. C-17. INSTALL TWO VEHICLE SIGNAL HEAD, ONE TYPE 711 EMERGENCY PRE—EMPTION DETECTOR AND INDICATOR, ONE REGULATORY SIGN, AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE 240V M—C—II 170W LED LUMINAIRE AND ONE VIDEO DETECTION CAMERA ON THE LUMINAIRE POLE. INSTALL TWO COUNTDOWN TYPE PEDESTRIAN SIGNAL HEADS, TWO PUSH BUTTON ASSEMBLY (SEE SPECIAL PROVISIONS SECTION 9-29.19) AND ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SCHEDULE DWG NO. C-17. 4 ® INTERCEPT TWO EXISTING 3 INCH PVC CONDUITS AND ONE EXISTING 2 INCH PVC CONDUIT. Q5 CONSTRUCT FOUNDATION PER CITY OF FEDERAL WAY STD DETAIL DWG NO. 3-45C (SEE C—XX FOR GRADING). FURNISH AND INSTALL TS2 TYPE 1 TRAFFIC CONTROLLER AND CONNECT ALL FIELD WIRING PER CITY OF FEDERAL WAY STD DRAWING 3-458. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD. SEE SPECIAL PROVISIONS SECTION 8-20.3(4), © INSTALL PEDESTRIAN PUSH BUTTON (PPB) POLE AND FOUNDATION PER WSDOT STD PLAN J-20.10-01 AND J-20.11-00. INSTALL ONE PUSH BUTTON ASSEMBLY ON PPB (SEE WSDOT STD PLAN J-20.26-01). 07 CONSTRUCT FOUNDATION AND INSTALL TYPE I SIGNAL POLE PER WSDOT STD PLAN J-21.10-02. INSTALL ONE VEHICLE SIGNAL HEAD (SEE WSDOT STD PLAN J-75.10-01), ONE COUNTDOWN TYPE PEDESTRIAN SIGNAL HEAD AND ONE PUSH BUTTON ASSEMBLY (SEE SPECIAL PROVISIONS SECTION 9-29.19) ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SCHEDULE DWG NO. C-17. 8 08 VIRTUAL LOOP DETECTION ZONE. EXACT LOCATION TO BE DETERMINED BY CITY ENGINEER IN THE FIELD. 09 REMOVE EXISTING JUNCTION BOX. 's E GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS, KING 3 COUNTY TRAFFIC REQUIREMENTS, WSDOT / APWA STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO SPECIAL PROVISIONS AND ! THESE PLANS. 2. CONTRACTOR SHALL COORDINATE WITH PUGET SOUND ENERGY REGARDING THE SERVICE CONNECTION. CONTRACTOR SHALL CONTACT PSE REPRESENTATIVE PRIOR TO INSTALLATION OF METER BASE. 3. FOR COORDINATION OF SIGNAL WORK AND TURN ON WITH KING COUNTY, CONTRACTOR SHALL CONTACT KING COUNTY TRAFFIC MAINTENANCE UNIT. _ 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR s SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION 5. CONDUIT LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS NOTES SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 1. ALL PVC CONDUIT CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. 6. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG PRIOR TO EXCAVATION. CONTRACTOR SHALL CHECK FOR MINIMUM OVERHEAD OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE /EMPTY CONDUIT CLEARANCE OF W-6" FOR ALL SIGNAL HEADS ABOVE THE STREET PRIOR SHALL CONTAIN DETECTABLE PULL TAPE AND SHALL BE MARKED AS "CITY TO POURING OF THE MAST ARM POLE FOUNDATIONS. OF FEDERAL WAY" CONDUIT. 7. ALL NEW JUNCTION BOXES PLACED IN THE SIDEWALKS SHALL HAVE SKID x RESISTANT, LOCKING LIDS. 2. ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT UNDER ROADWAY USE, 8. ALL TRAFFIC SIGNAL, PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE RIGID PVC 80. ALL PSE SERVICE CONDUIT BENDS SHALL BE RIGID STEEL. S SECURELY AND COMPLETELY COVERED WHILE SIGNAL IS NOT IN OPERATION. 3 9. FOR LEGEND, PHASE SEQUENCE DIAGRAM, SIGNAL HEAD ASSIGNMENTS, EVPE g SCHEDULE, SEE DWG NO. C-14. E 10, FOR WIRE DIAGRAM SEE DWG NO, C-16, It FOR SIGNAL POLE SCHEDULE SEE DWG NO. C-17. E s g o� DESK OECEMBER 2013 TETRA TECH 0E$IGNEp: JL S — DRAFT R www.letmtech.wm SUBMITTAL DRAW* AA CHECKVI__ SO 400 1127H AVE NE, SURE 400 BELLEVUE, WA 98004 APPROI&M SO g x REV PHONE: 425-635-1000 FAX:425fi35-1150 DATE DES CHECK APPROVALS REVISION DESCRIPTION This drawing is full size when 22". 34' or is reduced to half size when ll*x'7' SIGN SCHEDULE s-' 28th Ave S 12D 5-2 D3-301MOD (16"x72") S-4 S 304th St. I 12D D3-301MOD (16"x72") Ltr I I VKN 3C YIELD 4D s—s TO PEDESTRIANS 4C s-5 ON FLASHING 3C YELLOW 3C 0 YELLOW ARROW SPECIAL. BLACK ON WHITE CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 NOT FOR CONSTRUCTION S 304TH ST AT 28TH AVE S ,ACIYY V: INTERSECTION IMPROVEMENTS � Federal Way SIGNAL NOTES AND WIRE SCHEDULE FILE NO: I PROJECT NO: 13-042 1 DWG NO: C-15 SHEET: 17 OF 5 4 2 A C D E I G H m 6 SIGNAL STANDARD IDENTIFICATION TAG DETAIL NOTES MEASURE ATTACHMENT POINT ANGLES CLOCKWISE EXAMPLE MOUNTING COUPLING INSTALLED AT OFFSET FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) O DISTANCE INDICATED IN CHART_ TO THE ATTACHMENT POINT LOCATION STD. NO. XX SIGNAL STANDARD NO. SRXXX, MP XXXXX STATE ROUTE AND STD. NO. 02 SR97, MP 069.09 FIELD INSTALLED. MILE POST NO MANUFACTURER 2 MANUFACTURER SIGN B - 7.5 S0. FT. SIGN AREA (MAX.) AND SIGN HEIGHT APPROVED DWG. XXXXXX APPROVED DRAWING NO APPROVED DWG. A672345 3 FT. MAX. F2 FAB. 6/14/2002 SIGN C - 36 SO. FT. SIGN AREA (MAX.) INSTALLED 1'-0" MIN. FAB X/XX/XXXX FABRICATION DATE 90. AND 2'-6" MAX TO SIGN EDGE FROM CENTERLINE OF THE POST AND SIGN HEIGHT 3 FT. (MAX_) E2 CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: SIGN E - 15 S0. FT. SIGN AREA (MAX.) AND SIGN WIDTH POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). SIGNAL 3 FT. (MAX.) �O9 p AND LUMINAIRE MAST ARM (TYPE II & III) - LOCATED WITHIN 6" OF THE LUMINAIRE op ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). TEXT SHALL BE A f�l�'MINIMUM OF 3/16" HIGH, STAMPED OR EMBOSSED. w C-N 1 `ATTACHMENT POINT ALL HANDHOLES AT 180- POLE ORIENTATION LINE E1 2 0' FROM E1 (El ATTACHMENT POINT) 0 p ANCHOR BOLT PLATE r LOCATION STATION POLE ORIENTATION ANGLE (P.O.A.) Y DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE T (El ATTACHMENT POINT) POLE ORIENTATION AND ATTACHMENT POINT DETAIL 82 B3 B4 b b ° 0 ---------------- --' --- - ALTERNATE NOTE 1 FOR TYPE N MOUNT ONLY. 10 DRILL 1" DIAM. HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE. 86 B9 B7 WEb NOTE: SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE II OR III SIGNAL STANDARDS, WITH THE FOLLOWING EXCEPTIONS: PEDESTRIAN DISPLAYS MOUNTED ON OCTAGONAL (8 SIDED) g 9 9 g ; SIGNAL STANDARDS AT AN ANGLE OTHER THAN A 45'INCREMENT SHALL USE A TYPE A MOUNT FOR TWO PEDESTRIAN DISPLAYS, OR A TYPE B MOUNT FOR SINGLE PEDESTRIAN DISPLAY. I LEGEND °. VEHICLE DISPLAY b. MAST ARM MOUNTED SIGN c. STREET NAME SIGN d. PRE-EMPT DETECTOR e. POST MOUNTED SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. PPB-M j. HANDHOLE i p � I HEIGHT OF PEDESTRIAN of I 1 0 OPUSH BUTTON: m I I ro I 1- 42" IS RECOMMENDED' A2 HORIZONTAL DISTANCE FROM STOP LINE 3 SECTION 12" 40 45' S0 53 - ISO, MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 5 SECTION DOGHOUSE 12 16.5' 17.5' 1&5' 19.2' 16.5' 20.9' 16.5' 22.0' 4 SECTION 12" 16.5' 17.0' 16.5' 18.0' 16.5' 19.7' 16.5' 20.8' 5 SECTION 12" 16.5' 17.0' 16.5' 17.5' 16.5' 18.5' 16.5' 19.6' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY (TYPICAL) 32" MINIMUM 48" MAXIMUM TYPE PPB TYPE PS TYPE I PPB POST PIED. HEAD VEHICLE HEAD STANDARD STANDARD ROADWAY OPLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE LIMITS OF VERTICAL CLEARANCE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE ® FOR POST MOUNTED SIGNS THERE SHALL BE 2' - 0" MIN. TYPE II, III + SD 3O DMS OR VMS IS NOT ALLOWED ON THIS POLE. FROM THE FACE OF THE CURB OR THE EDGE OF THE SIGNAL STANDARD SHOULDER TO THE EDGE OF THE SIGN PF H 2 ELEVATION IS TO TOP OF FOUNDATION CURB OR EDGE OF SHOULDER �\ SEE WSDOT STANDARD PLAN { J-26.10-02 FOR FOUNDATION INFORMATION. APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER PLUMBING THE STANDARD, PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD SIGNAL STANDARD DETAIL CHART S No.TYPE FIELD LOCATION POLE MOUNTING ARM LENGTH SIGNAL MAST ARM DATA CALCULATED POLE 3 XYZ(FT) (LUMINAIRE ARM (FT) C POLE ATTACHMENT POINT ANGLES (deg.) FOUNDATION DESIGN 3 XYZ (FT) FOUNDATION DEPTH (FT)SOIL pSF REMARKS OFFSET DISTANCE F7 Z) POLE ' TO ATTACHMENT POINT WINDLOAD AREAS FT)(X Y ALTERNATE 1 3' RD 3' S0.•4' RD ALTERNATE 2 3' RD. r1' RD. STATION OFFSET ILT.IRT.IELEV.*'.O.A Al A2 61 62 B3 B4 B5 B6 B11 Bl B2 63 64 66 811 D E7 E2 F GI G2 H 11 12 1 B-LINE 24+48.8 23.1' X 2 8-LINE 24+92.5 24.0' X 3 B-LINE 25+14.8 34.4' X 4 B-LINE 25+05.5 41.8' X 5 B-LINE 24+45.4 36.7' X 6 B-LINE 24+32.9 22.5' X *ELEVATION IS TO TOP OF FOUNDATION. FIELD VERIFY ELEVATION PRIOR TO ORDERING SIGNAL STANDARDS. CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 NOT FOR CONSTRUCTION DOE' DECEMBER 2013 TETRA TECH S 304TH ST AT 28TH AVE S FILE NO: DE=wo: JL DRAFT INTERSECTION IMPROVEMENTS PROJECT NO: 13-042 DRAWN: AA �-_� vn Aelmbechmm �. Federal Way D1raG N�: CNECKEO: SO 4*0152THAVE NE. SUITE400 SUBMITTAL SICVAL POLE DETAILS C-17 gVI:ff SO PHONE:42Ea35 BELLEVUE, WA 98004 SHEET: REV APPR 811E DES CHECK APPROVALS REMSION DESCRIPTION -1ODD FAk424435.1160 19 OF 21 This drawing is full size when 22"x 34' or is reduced to half size when 11"x17' 5 4 2