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Permit PL16-0058 - CITY OF TUKWILA / PUBLIC WORKS - 53RD AVE S SEPA REVIEW
53RD AVE S SITE APN: 13700 - 13751 53' AVE S CHECKLIST PARENT PROJECT NO: PL16-0058 PROJECT NO: E16-0012 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director DETERMINATION OF NON -SIGNIFICANCE (DNS) File Number: E16-0012 (SEPA File) Applied: December 19, 2016 Issue Date: June 8, 2017 Applicant: Ryan Larson, City of Tukwila Public Works Department Lead Agency: City of Tukwila Description of Proposal: Request for SEPA review of the 53rd Ave. S. Street, Stormwater, and Utility Project, a project to construct street and utility improvements on 53rd Ave. S. in the Tukwila Hill neighborhood. A new water main will extend past 53rd Ave. S. to the right-of-way of S. 144th St., S. 137th St., 53' Ave. S. (north of S. 137th St.), and 52nd Ave. S. Location: 53rd Ave. S. (from S. 144th St. to S. 137th St.), S. 144th St. (Macadam Rd. S. to 53rd Ave. S.), S. 137th St., 53rd Ave. S. (S. 137th St. to 52"d Ave. S.), 52nd Ave. S. (to Interurban Ave. S.) This notice is to confirm the decision reached by Tukwila's SEPA Official to issue a Determination of Non - significance (DNS) for the above project based on the environmental checklist and the underlying permit application. The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. Project materials including the application, any staff reports, and other studies related to the permits are available Monday through Friday 8:30 a.m. - 5:00 p.m. for inspection at Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188. The project planner is Jaimie Reavis, who may be contacted at (206) 431-3659 for further information. This DNS is issued under WAC 197-11-340(2). Comments must be submitted by June 22, 2017. The lead agency will not act on this proposal for 14 days from the date below. Jac ace, Responsible Official City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 (206) 431-3670 D e 2J.01 7 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: Tukwi'laWA.gov SEPA E16-0012: 53rd Ave S Street, Stormwater, and Utility Project Date: June 6, 2017 Page 2 The decision is appealable to the Superior Court pursuant to the Judicial Review of Land Use Decisions, Revised Code of Washington (RCW 36.70C). Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) Cc: Ryan Larson, City of Tukwila Public Works Mark Lampard, King County Wastewater Treatment Division State Department of Ecology, SEPA Division King County Assessor Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director FINAL STAFF EVALUATION FOR ENVIRONMENTAL CHECKLIST File No: E16-0012 I. SUMMARY OF PROPOSED ACTION The current proposal is to construct street and utility improvements along 53" Ave. S. from S. 144th St. to S. 137th St. A proposed new water main within 53' Ave. S. will continue from S. 137th St. north to 52"d Ave. S. and end at Interurban Ave. S. The map on page 3 of this report shows the extent of sidewalk and utility improvements. II. GENERAL INFORMATION Project Name: 53rd Ave. S. Street, Stormwater, and Utility Project Applicant: Ryan Larson, City of Tukwila Public Works Location: 53rd Ave. S. (from S.144th St. to S. 137th St.), S. 144th St. (Macadam Rd. S. to 53rd Ave. S.), S. 137th St., 53rd Ave. S. (S. 137th St. to 52"d Ave. S.), 52"d Ave. S. (to Interurban Ave. S.) Zoning: Work will occur within City of Tukwila right-of-way, mostly in areas surrounded by Low Density Residential Zoning (LDR). Other adjacent zoning districts include Medium Density Residential (MDR) and Regional Commercial Mixed Use (RCM) Comprehensive Plan Designation: Work will occur within City of Tukwila right-of-way. Comprehensive Plan Designations adjacent to the proposed work areas include LDR, MDR, and RCM. The following information was considered as part of review of this application. 1. ESA Screening Checklist and SEPA Checklist dated December 15, 2016. 2. 60% Review Plans prepared by KPG Interdisciplinary Design. Plan sheets in this set include details (typical details, roadway details, drainage details), and plans (site preparation and TESC, roadway, drainage, water, driveways, walls, illumination, channelization, signing, and joint utility trench). Landscape plans and details were not yet prepared as part of the 60% Review. NOTE: Technical reports and attachments referenced above may not be attached to all copies of this decision. Copies of exhibits, reports, attachments, or other documents may be reviewed and/or obtained by contacting Jaimie Reavis, Senior Planner, 6300 Southcenter Boulevard, Tukwila, Washington, 98188, by phone at 206-431- 3659, or by email at Jaimie.Reavis@TukwilaWA.gov. Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 53rd Ave. S. Street, Stormwater, and Utility Project June 6,2017 Page 2 III. BACKGROUND/PROPOSAL The proposed project is to construct street and utility improvements in the Tukwila Hill neighborhood. Street improvements are proposed along the section of 53" Ave. S. from S. 144th St. to S. 137th St. and include two 11.5-feet wide travel lanes with sharrows, curb and gutter, 5-foot wide sidewalks on both sides of the street, and a 3-foot wide planter strip on the west side of the roadway. Also included are ADA upgrades, illumination, franchise utility undergrounding, retaining walls, landscape restoration, installation of a new surface water conveyance system including water quality and flow control measures, installation of a new water main and appurtenances, upgrades to the existing sewer system where required, and channelization. The new water main will extend past the project area in which the street improvements are proposed on both the south and north east sides. On the street project's south side, the new water main will be located within the right-of-way of S. 144th St. between Macadam Rd. S. and 53" Ave. S. On the north side of the 53' Ave S street improvements, the new water main will continue east along S. 137th St. to where 53rd Ave. S. continues to the north, north along 53rd Ave. S. to 52nd Ave. S., and east along 52" Ave. S to Interurban Ave. S. IV. REVIEW OF THE ENVIRONMENTAL CHECKLIST The following lists the elements contained within the Environmental Checklist submitted for the proposed project. The numbers in the staff evaluation correspond to the numbers in the Environmental Checklist. If staff concurs with the applicant's response, this is so stated. If the response to a particular item in the checklist is found to be inadequate or clarification is needed, there is additional staff comment and evaluation. A. BACKGROUND: 1-4—Concur with checklist. 5—The construction will follow issuance of SEPA determination and after obtaining all required permits from the City of Tukwila or other agencies. 6-11—Concur with checklist. 12—Areas on both sides of 53rd Ave. S. are mapped as steep slope areas on the City's sensitive areas maps. These areas are classified as either Class 2 (Moderate) or Class 3 (High) landslide hazard areas. Areas where the water main will be extended to the north, along S. 137th St., 53rd Ave. S. (between S. 137th St. and 52nd Ave. S., and 52nd Ave. S. to Interurban Ave. S. are within a mine hazard area and where there are also Class 3 (High) landslide hazard areas. Additionally, the 200-foot Shoreline Jurisdiction from the Ordinary High Water Mark of the Duwamish River, extends across Interurban Ave. S. to 52nd Ave. S. in vicinity of where the water main will be extended within 52nd Ave. S. The work within the Shoreline Jurisdiction is limited to replacement of the approximately 50-year-old water Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwitaWA.gov 53rd Ave. S. Street, Stormwater, and Utility Project June 6, 2017 Page 3 main within 52nd Ave. S., and qualifies for an exemption from a shoreline substantial development permit under WAC 173-27-040 (2)(b) under normal repair. B. ENVIRONMENTAL ELEMENTS: 1. Earth: a-c—Concur with checklist. d- Areas adjacent to the project area have been mapped as being Class 2 or Class 3 landslide hazard areas. Additionally, S.137th St. and areas of the project site to the north and east are located within a mine hazard area. e-f - Concur with checklist. A Temporary Erosion and Sedimentation Control Plan (TESC) has been prepared and will be in place during construction, and the City will follow Best Management Practices (BMP's) with respect to erosion and sediment control. g-h - Concur with checklist. 2. Air: a-c—Concur with checklist. 3. Water: a (1)— (2)—The Duwamish River is located over 0.2 miles from the main portion of 53rd Ave. S. (between S. 144th St. and S 137th St.) under construction with this project. However, a portion of the water line replacement work will be occurring within 200 feet of the Duwamish River (see orange buffer area in relation to the red project site in map at right). This project falls under the "normal repair" exemption from the requirement for shoreline substantial development permit review under WAC 173-27-040 (2)(b) a (3) -(6) - Concur with checklist. b (1) and (2)—Concur with checklist. c (1)—The project shall meet all King County Surface Water Design Manual drainage requirements. All impacts associated to drainage will be mitigated as part of the construction permit. New sidewalks are proposed to be constructed on 53rd Ave S only (within dashed area). Utility work will occur in other areas highlighted in red. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov 53`dAve. S. Street, Stormwater, and Utility Project June 6,2017 Page 4 c (2)— Surface water design and construction shall be per the King County Surface Water Design Manual as adopted by the City of Tukwila. All impacts associated with drainage will be mitigated as part of the construction permit. Best Management Practices must be followed to ensure that no construction debris enters river. All impacts related to construction debris will be mitigated as part of the construction permit. c (3) - Concur with checklist. d—Concur with checklist. 4. Plants: a- Concur with checklist. b- Approximately 10 trees will be removed as part of this project, in addition to the grass lawns, small shrubs, and residential landscaping mentioned in the checklist. The three-foot landscape strip on the west side of the street is not wide enough for tree planting, but can accommodate shrubs and groundcover. Additionally, the project manager is coordinating with the consultants, private property owners, and the Department of Community Development to determine whether trees may be able to be planted in the landscape area adjacent to Foster Park and the west side of 53`d Ave. S. between Foster Park and S. 137th St. c-e - Concur with checklist. 5. Animals: a-b - Concur with checklist. c- This area is part of the Pacific Flyway, a primary corridor for migratory bird species. d-e - Concur with checklist. 6. Energy and Natural Resources: a-c—Concur with checklist. 7. Environmental Health: a —Concur with checklist. a (1) -(5)—Concur with checklist. b (1)—Concur with checklist. b (2) -(3)—The project shall be subject to the City's noise ordinance and any construction related noise shall be subject the city's noise ordinance. Compliance with applicable local, state and federal noise regulations will mitigate any potential adverse noise impacts associated with the project. 8. Land and Shoreline Use: a-f—Concur with checklist. g—The shoreline master program designation within the vicinity of the area of the project adjacent to Interurban Ave. S. is Urban Conservancy (Outside Buffer). h— Areas on both sides of 53' Ave. S. are mapped as steep slope areas on the City's sensitive areas maps. These areas are classified as either Class 2 (Moderate) or Class 3 (High) landslide hazard areas. Areas where the water main will be extended to the north, along S. 137th St., 531d Ave. S. (between S. 137th St. and 52nd Ave. S., and 52nd Ave. S. to Interurban Ave. S. are within a mine hazard area and where there are also Class 3 (High) landslide hazard areas. Additionally, Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov 53rd Ave. S. Street, Stormwater, and Utility Project June 6, 2017 Page 5 the 200-foot Shoreline Jurisdiction from the Ordinary High Water Mark of the Duwamish River, extends across Interurban Ave. S. to 52' Ave. S. in vicinity of where the water main will be extended within 52"d Ave. S. The work within the Shoreline Jurisdiction is limited to replacement of the approximately 50-year-old water main within 52"d Ave. S., and qualifies for an exemption from a shoreline substantial development permit under WAC 173-27-040 (2)(b) under normal repair. i-k- Concur with checklist. t- This project includes the construction of sidewalks and installation of sharrows within the roadway. These improvements are consistent with the City of Tukwila Walk and Roll Nonmotorized Transportation Plan and the Comprehensive Plan. m- Concur with checklist. 9. Housing: a-c—Concur with checklist. 10. Aesthetics: a-c--Concur with checklist. 11. Light and Glare: a-d—Concur with checklist. 12. Recreation: a —Concur with checklist. The site is also approximately 0.2 miles from the Green River Trail. The Macadam Winter Garden and Wetlands is on the south side of S. 144th St., adjacent to the portion of the water main replacement within S. 144th St. b-c—Concur with checklist. 13. Historic and Cultural Preservation: a-b—Concur with checklist. c-d—Applicant will comply with all local, state, and federal laws in the case that archaeological or paleontological artifacts are encountered. 14. Transportation: a- Concur with checklist. b- The area is served by public transit, located on S. 144th St. and on Interurban Ave. S. c- Existing driveways along 53'd Ave. S. will be impacted by construction and are proposed to be reconstructed. One area of the project will include on -street parking due to property owner request and donation of additional right-of-way to accommodate the parking area. d-h- Concur with checklist. 15. Public Services: a-b—Concur with checklist. 16. Utilities: a-b—Concur with checklist. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov 53rdAve. S. Street, Stormwater, and Utility Project June 6,2017 Page 6 IV. PUBLIC COMMENTS Notice was sent to property owners and tenants within 500' of the site and agencies with jurisdiction. Several members of the public requested copies of the 60% design plans for review, but did not submit further comments. One comment letter was received from the King County Wastewater Treatment Division (WTD). The letter from WTD was to notify the City of Tukwila of a WTD facility located near the intersection of 52"d Ave. S. and Interurban Ave. S., where work proposed with this project includes replacement of the water main. WTD requests that the City of Tukwila submit construction drawings to WTD for the 53rd Ave. S. improvement project, so that WTD can assess its potential impacts. The 60% design drawings were uploaded to the City of Tukwila FTP site for WTD staff review. Future design drawings for the project shall be forwarded to WTD for review and coordination by the Public Works project manager, Ryan Larson. VI. CONCLUSION The proposal can be found to not have a probable significant adverse impact on the environment and pursuant to WAC 197-11-340, a Determination of Nonsignificance (DNS) is issued for this project. This DNS is based on impacts identified within the environmental checklist, attachments, and the above "Final Staff Evaluation for Application No. E16-0012", and is supported by plans, policies, and regulations formally adopted by city of Tukwila for the exercise of substantive authority under SEPA to approve, condition, or deny proposed actions. Prepared by: Jaimie Reavis, Senior Planner Date: June 6, 2017 Phone: 20E-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Affidavit of Distribution Project Name: 53rd Ave Improvement Project Project Number: E16-0012 Associated File Number (s): Date Mailed: 6/8/17 Mailing requested by: Jaimie Reavis Mailer's signature: ❑ Board of Adjustment Agenda Packet ❑ Board of Appeals Agenda Packet O Determination of Non -Significance O Determination of Significance & Scoping Notice ❑ Mitigated Determination of Non - Significance ❑ Notice of Action ❑ Notice of Application Parties of Record: ❑ Notice of Application for Shoreline Mgmt Permit IN Notice of Decision ❑ Notice of Public Hearing ❑ Notice of Public Meeting ❑ Official Notice ▪ Other: Staff Report ❑ Shoreline Mgmt Permit ❑ Short Subdivision Agenda Cite of .J u iwi&a Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, jE(fl j\CQ\Cfl, HEREBY DECLARE THAT: XNotice of Application Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this 211" day o _ ` I va , Project Name: Name: -S\4S • daNAt N_QC.A.-- Project Number: TAG— M Associated File Number (s): Mailing requested by:33,0Q_ ft\i\5 Mailer's signature: W:\PLANNING\DEVELOPMENT REVIEW MANUAL\2. LAND USE APPLICATIONS REVIEW PROCESS\5. PUBLIC NOTICE PROCEDURES\MAILING\AFFIDAVIT OF DISTRIBUTION.DOC F1 WSDOT NW REGION WASHINGTON DEPT OF COMMERCE WASH DEPT OF SOCIAL/HEALTH KC WASTEWATER TREATMENT KC PARKS & RECREATION KC HEALTH DEPT FOSTER LIBRARY TUKWILA SCHOOL DISTRICT CENTURY LINK SEATTLE CITY LIGHT PUGET SOUND ENERGY COMCAST SEATTLE PUBLIC UTILITIES WASTE MANAGEMENT PUGET SOUND CLEAN AIR AGENCY F2 TRANSPORTATION DEPARTMENT 1011 PLUM STREET ENVIRONMENTAL PLANNING -OAP PERMITS ENVIRONMENT & SAFETY DIV LAND AND PLANNING SERVICES JALAINE MADURA, SEPA SEPA REVIEW F3 PO BOX 330310, MS 240 PO BOX 48300 PO BOX 1788 201S JACKSON ST., MS KSC-NR-0505 201S JACKSON ST., STE 700 401 FIFTH AVE, STE 1100 4060 S 144th STREET 4640 S 144th STREET 23315 66th AVE 5 PO BOX 34023 PO BOX 97034, PSE 9N 12645 STONE AVE N PO BOX 34018 8111-1st AVE S 1904 3rd AVENUE, STE 105 F4 SEATTLE OLYMPIA OLYMPIA SEATTLE SEATTLE SEATTLE TUKWILA TUKWILA KENT • SEATTLE BELLEVUE SEATTLE SEATTLE SEATTLE SEATTLE F5 F6 WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA 98133 98504 98504 98104 98104 98104 98168 98168 98032 98124 98009 98133 98124 98108 98101 WA DEPT OF ECOLOGY SEPA REVIEW PO BOX 47703 OLYMPIA WA 98504 seoaunittOecv.wa.zov 10mb max KC ASSESSOR'S OFFICE ACCOUNTING DIVISION 500 4th AVE, RM# 709A SEATTLE WA 98104 Christie.Most@kinacountv.ctov Christie Most CASCADE WATER ALLIANCE MICHAEL GAGLIARDO 11400 SE 8th Street, Suite 440 BELLEVUE WA 98004 maa0liardo@cascadewater.orq MICHAEL GAGLIAR DO TUKWILA HISTORICAL SOCIETY WOULD LIKE TO RECEIVE ALL NOTICES - SEND ALL NOTICES BY EMAIL TO BOTH EMAIL tukwilahistsociety@tukwilahistorv.orq Louise Jones -Brown F1 ALLEN STEPHEN TONGUE ROY+HARRIET LIVNG TR SVENDSEN MARY JO BRESKO AARON I+THEODORE C LY SAM VI+LING XIU ZHEN QURESHI WAHID S KISSINGER R & T TRUST U/A GILL NAVINDER SINGH+JATINDE LE HOANG C+LUONG LANNA 5 PENOR CHARLIE P JR+HELEN C ROELAND ARIE MARK CASTILLO JOSE+JENIFER ASHLE F2 NULL NULL NULL NULL NULL NULL KISSINGER R & T TRUSTEES NULL NULL NULL NULL NULL ADDR-05529 WHEATON GERALD A JR+JANE NULL BRITT ERIC W PAINTER EVA M PRATEJ II LLC PRATEJ LLC ADDR-05548 ADDR-05549 NULL ADDR-10002 ADDR-05465 N ULL NULL NULL BOERM IRENE M+COMBS BARBARA NULL ADDR-02492 FIELDS MATTHEW L+TAYLOR-FIE NULL ADDR-02494 RATTANAKONE KHEAK ZISETTE EMILY & REGINALD R HANLON RICHARD C JR WATTS CHARLES E MUBAREK JAMAL A NULL NULL NULL NULL NULL F3 51165142NDST 100 ANDOVER PARK W STE 150 PMB 115 10212 SE 228TH ST 1120 E KENNEDY BLVD #619 11646 SE 217TH PL 1221 S LAKE STICKNEY DR 12216 11TH AVE NW 12851 NE 112TH ST 13350 56TH AVE S 13351 56TH AVE S 13354 56TH AVE S 13355 56TH AVE S 13360 56TH AVE S 13361 56TH AVE 5 13400 Interurban AVE S 13435 Interurban AVE S 13450 51ST AVE S 13500 Interurban AVE S 13525 52ND AVE S #2 13526 53RD AVE SO 13530 53RD AVE S 13530 53RD AVE S #100 13535 53RD AVE S 13537 52ND AVE 5 13545 52ND AVE S 13546 52ND AVF 5 13550 52ND PL S 13600 53RD AVE S 13611 54TH AV S 13612 52ND AVE 5 13613 52ND AV 5 F4 TUKWILA WA TUKWILA WA VASHON ISLAND WA TAMPA FL KENT WA LYNNWOOD WA SEATTLE WA KIRKLAND WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA 98178- 4631 TUKWILA WA TUKWILA WA 98168- 3330 TUKWILA WA 98168- 3329 TUKWILA WA TUKWILA WA 98168- 3332 TUKWILA WA 98168- 4711 SEATTLE WA TUKWILA WA TUKWILA WA TUKWILA WA 98168- 4709 TUKWILA WA 98168- 4705 TUKWILA WA 98168- 4705 TUKWILA WA 98168- 4706 TUKWILA WA 98168- 5717 TUKWILA WA 98168- 4759 TUKWILA WA TUKWILA WA 98168- 4708 TUKWILA WA 98168- 4707 F5 F6 98168 TUKWILA WA 98168 98188 TUKWILA WA 98188 98070 VASHON ISLAND WA 98070 33602 TAMPA FL 33602 98031 KENT WA 98031 98037 LYNNWOOD WA 98037 98177 SEATTLE WA 98177 98033 KIRKLAND WA 98033 98178 TUKWILA WA 98178 98178 TUKWILA WA 98178 98178 TUKWILA WA 98178 98178 TUKWILA WA 98178 TUKWILA WA 98178-4631 98178 TUKWILA WA 98178 TUKWILA WA 98168-3330 TUKWILA WA 98168-3329 98168 TUKWILA WA 98168 TUKWILA WA 98168-3332 TUKWILA WA 98168-4711 98168 SEATTLE WA 98168 98068 TUKWILA WA 98068 98168 TUKWILA WA 98168 98168 TUKWILA WA 98168-4709 98168 TUKWILA WA 98168-4705 98168 TUKWILA WA 98168-4705 98168 TUKWILA WA 98168-4706 98168 TUKWILA WA 98168-5717 98168 98168 TUKWILA WA 98168-4759 98168 98168 TUKWILA WA 98168 98168 TUKWILA WA 98168-4708 98168 98168 TUKWILA WA 98168-4707 98168 TUKWILA WA 98168- ADDR-02497 13615 52ND AVE S 4707 TUKWILA WA 98168-4707 TUKWILA WA 98168- MARTIN PETER NULL 13616 52ND AVE S 4708 98168 TUKWILA WA 98168-4708 98168 TUKWILA WA 98168- ADDR-02499 13619 52ND AVE S 4707 TUKWILA WA 98168-4707 TUKWILA WA 98168- ADDR-02500 13620 52ND AVE S 4708 TUKWILA WA 98168-4708 TUKWILA WA 98168- ADDR-12265 13629 INTERURBAN AVE S 2578 TUKWILA WA 98168-2578 TUKWILA WA 98168- NAIR GOVINDAN & SARA S NULL 13634 51ST AVE S 4704 98168 TUKWILA WA 98168-4704 98168 TUKWILA WA 98168- NGUYEN TUAN THANH NULL 13646 51ST AVE S 4704 98168 TUKWILA WA 98168-4704 98168 TUKWILA WA 98168- KEO YEANG + SOP HALY SOP HASEN + SOP FARIDAH 13658 51ST AVE S 4704 98168 TUKWILA WA 98168-4704 98168 TUKWILA WA 98168- NGUYEN NGON BINH NULL 13672 51ST AVE S 4704 98168 TUKWILA WA 98168-4704 98168 TUKWILA WA 98168- ADDR-02660 13710 56TH AVE S #1 4767 TUKWILA WA 98168-4767 TUKWILA WA 98168- QUY ROBERT J+JILL K NULL 13712 56TH AVE S 4715 98168 TUKWILA WA 98168-4715 98168 TUKWILA WA 98168- MALONE CAROL NULL 13720 56TH AVE 5 4715 98168 TUKWILA WA 98168-4715 98168 TUKWILA WA 98168- ORMISTON STEPHEN J+MARY NULL 13726 53RD AVE S 4712 98168 TUKWILA WA 98168-4712 98168 TUKWILA WA 98168- DONAHUE RONALD J NULL 13738 53RD AVE 5 4712 98168 TUKWILA WA 98168-4712 98168 TRACY CELESTE M NULL 13742 53RD AVE S TUKWILA WA 98168 TUKWILA WA 98168 ADDR-12194 13742 S 139TH ST TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168- GONZALEZ-MALDONADO JOSE L+P NULL 13744 53RD AVE S 4712 98168 TUKWILA WA 98168-4712 98168 TUKWILA WA 98168- ADDR-11894 13760 56TH AVE S H303 4788 TUKWILA WA 98168-4788 DINH BINH NULL 1385153RDAVE S TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168- MICHAEL ROBBIE+ARTEMIS R NULL 13902 53RD AV S 4404 98168 TUKWILA WA 98168-4404 98168 ADDR-12192 13902 S 139TH ST#2 TUKWILA WA 98168 TUKWILA WA 98168 HUTCHINSON TODD+LYNETTE NULL 13905 55TH AV S TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168- ADDR-04425 13905 55TH AVE S 4781 TUKWILA WA 98168-4781 TUKWILA WA 98168- ADDR-02525 13910 53RD AVE S 4404 TUKWILA WA 98168-4404 TUKWILA WA 98168- ADDR-02481 13920 51ST AVE S 4459 TUKWILA WA 98168-4459 GREEN ROBERT L CURFMAN JIMMIE+SHEILA A CORPUZ JULIE L CRISANTO MANUEL A+JULIA S ADDR-02486 HECKT JAMES W+REBECCAJ ADDR-02535 HERRICK CHARLES D PARHAR DAVINDER+SINGH TANVI MOORE THOMAS R+CAROL J DICKENSON D A TAYLOR BRIAN ADDR-02531 KOLP DAVID H BARNETT TAMARA ADDR-02583 HUYNH JENNY H+NGUYEN PHUNG ESQUEDA NOEL PETERSON JONATHAN L+KYOKO T VIJARRO AARON+RYANN LESTER CAROLJ CARTER WAYNE J LORENZO JOSEPH NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL 13924 53RD 5 13928 51ST AVE S 13932 51ST AVE S 13936 51ST AVE S 13940 515T AVE S 13946 51ST AVE S 13951 53RD AVE S 13958 51ST S 13969 52ND AVE 5 13969 53RD AVE 5 13970 53RD AVE S 13972 51ST AVE 5 14004 53RD AVE S 14010 53RD AVE S 14015 55TH AVE S 14025 55TH AVE S 14028 53RD AVE S 14030 53RD AVE S 14035 55TH AVE S 14038 53RD AVE S 14101 55TH AVE S 14107 55TH AVE S 14108 53RD AV S TUKWILA WA 98168- 4404 TUKWILA WA 98168- 4459 TUKWILA WA 98168- 4459 TUKWILA WA 98168- 4459 TUKWILA WA 98168- 4459 TUKWILA WA 98168- 4459 TUKWILA WA 98168- 4403 TUKWILA WA 98168- 4459 TUKWILA WA 98168- 4458 SEATTLE WA TUKWILA WA 98168- 4404 TUKWILA WA 98168- 4459 TUKWILA WA 98168- 4420 TUKWILA WA 98168- 4420 TUKWILA WA 98168- 4501 TUKWILA WA 98168- 4501 TUKWILA WA 98168- 4420 TUKWILA WA 98168- 4420 TUKWILA WA 98168- 4501 TUKWILA WA 98168- 4420 TUKWILA WA 98168- 4575 TUKWILA WA 98168- 4575 TUKWILA WA 98168- 4422 98188 TUKWILA WA 98168-4404 98188 98188 TUKWILA WA 98168-4459 98188 98168 TUKWILA WA 98168-4459 98168 98168 TUKWILA WA 98168-4459 98168 TUKWILA WA 98168-4459 98168 TUKWILA WA 98168-4459 98168 TUKWILA WA 98168-4403 98168 TUKWILA WA 98168-4459 98168 98168 TUKWILA WA 98168-4458 98168 98168 SEATTLE WA 98168 98168 TUKWILA WA 98168-4404 98168 98168 TUKWILA WA 98168-4459 98168 TUKWILA WA 98168-4420 98168 TUKWILA WA 98168-4420 98168 98168 TUKWILA WA 98168-4501 98168 TUKWILA WA 98168-4501 98168 TUKWILA WA 98168-4420 98168 98168 TUKWILA WA 98168-4420 98168 98168 TUKWILA WA 98168-4501 98168 98168 TUKWILA WA 98168-4420 98168 98168 TUKWILA WA 98168-4575 98168 98168 TUKWILA WA 98168-4575 98168 98168 TUKWILA WA 98168-4422 98168 TRAN DET VAN+HUYEN THI NGUY SINGH GURPREET DO LOAN CAM ADDR-02502 JOHNSON DEVLON C & TRACEY L RAGUTERO EMELY G+MELCHOR T CONSEGO SINAMON+LAYACAN CHR ADDR-02545 NGUYEN KENNETH THOMPSON CYNTHIA L GARCIA-SAENZ JUAN+RAMIREZ D HOANG HUNG T+VUI K TRAN RICHARDS MICHELLE S+REX W HETTMAN ROBERT L+BECKY SUE MULLINER KAY E+JAMES V ENG NELSON+EDITH MCCARTHY PEGGY I+JOHN D PERKINS DANIEL H+DEBORAH JO ADDR-02506 ADDR-02550 ADDR-11994 PHAM NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL BRAND CASPIAN NULL 14115 55TH AVE S 14118 53RD AVE S 14128 53RD AVE S 14201 52ND AVE S 14202 52ND AVE S 14202 53RD AVE S 14205 53RD AVE S 14207 53RD AVE S 14210 53RD AV S 14217 55TH AVE S 14218 52ND AVE S 14218 53RD AVE S 14219 53RD AVE S 14223 55TH AVE S 14224 52ND AV S 14225 53RD AVE S 14227 56TH AVE S 14229 55TH S 14230 52ND AVE S 14231 53RD AVE S 14231 56TH AVE S 14234 53RD AVE S 14235 55TH AVE S TUKWILA WA 98168- 4575 TUKWILA WA 98168- 4422 TUKWILA WA 98168- 4422 TUKWILA WA 98168- 4417 TUKWILA WA 98168- 4418 TUKWILA WA 98168- 4424 TUKWILA WA 98168- 4423 TUKWILA WA 98168- 4423 TUKWILA WA 98168- 4424 TUKWILA WA 98168- 4503 TUKWILA WA 98168- 4418 TUKWILA WA 98168- 4424 TUKWILA WA 98168- 4423 TUKWILA WA 98168- 4503 TUKWILA WA 98168- 4418 TUKWILA WA 98168- 4423 TUKWILA WA TUKWILA WA 98168- 4503 TUKWILA WA 98168- 4418 TUKWILA WA 98168- 4423 TUKWILA WA 98168- 4508 TUKWILA WA 98168- 4424 TUKWILA WA 98168- 4503 98168 TUKWILA WA 98168-4575 98168 98168 TUKWILA WA 98168-4422 98168 98168 TUKWILA WA 98168-4422 98168 TUKWILA WA 98168-4417 98168 TUKWILA WA 98168-4418 98168 98168 TUKWILA WA 98168-4424 98168 98168 TUKWILA WA 98168-4423 98168 TUKWILA WA 98168-4423 98168 TUKWILA WA 98168-4424 98168 98168 TUKWILA WA 98168-4503 98168 98168 TUKWILA WA 98168-4418 98168 98168 TUKWILA WA 98168-4424 98168 98168 TUKWILA WA 98168-4423 98168 98168 TUKWILA WA 98168-4503 98168 98168 TUKWILA WA 98168-4418 98168 98168 TUKWILA WA 98168-4423 98168 98168 TUKWILA WA 98168 98168 TUKWILA WA 98168-4503 98168 TUKWILA WA 98168-4418 TUKWILA WA 98168-4423 TUKWILA WA 98168-4508 98168 TUKWILA WA 98168-4424 98168 98168 TUKWILA WA 98168-4503 98168 TUKWILA WA 98168- HUGER THEODORE V JR NULL 14236 52ND AV S 4418 98168 TUKWILA WA 98168-4418 98168 TUKWILA WA 98168- HUNTER NATALIE M NULL 14239 53RD AVE S , 4423 98168 TUKWILA WA 98168-4423 98168 TERRACE APTS NULL 14240 INTERURBAN AVE S #212 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168- ZEMANEK BRADLEY J NULL 14241 53RD AVE S 4423 98168 TUKWILA WA 98168-4423 98168 TUKWILA WA 98168- EBERLE JOHN M NULL 14241 55TH AVE S 4503 98168 TUKWILA WA 98168-4503 98168 TUKWILA WA 98168- JOHNSEN CHAD D NULL 14242 52ND AVE S 4418 98168 TUKWILA WA 98168-4418 98168 TUKWILA WA 98168- LARSON DAVID V+PATRICIA C NULL 14244 55TH AVE 5 4504 98168 TUKWILA WA 98168-4504 98168 TUKWILA WA 98168- DIAZ ABIMAEL SR NULL 14247 53RD AV S 4423 98168 TUKWILA WA 98168-4423 98168 TUKWILA WA 98168- FREEMAN DAVID W+MECHELLE A NULL 14247 55TH AVE 5 4503 98168 TUKWILA WA 98168-4503 98168 TUKWILA WA 98168- IVES HELEN NULL 14247 56TH AVE S 4508 98168 TUKWILA WA 98168-4508 98168 TUKWILA WA 98168- ADDR-11998 14249 56TH AVE 5 4508 TUKWILA WA 98168-4508 TUKWILA WA 98168- ADDR-02555 14250 53RD AVE 5 4424 TUKWILA WA 98168-4424 TUKWILA WA 98168- DO YVONNE TRONG+PHAM KAY NULL 14253 55TH AVE S 4503 98168 TUKWILA WA 98168-4503 98168 TUKWILA WA 98168- DIENG MIU A NULL 14254 54TH PL S 4571 98168 TUKWILA WA 98168-4571 98168 TUKWILA WA 98168- MALBRAIN SHEILA JEANNE NULL 14255 53RD AVE S 4423 98168 TUKWILA WA 98168-4423 98168 TUKWILA WA 98168- ADDR-02611 14256 55TH AVE S 4504 TUKWILA WA 98168-4504 TUKWILA WA 98168- CORDOVA LENSYJOANNA+RIVAS NULL 14257 MACADAM RD S 4113 98168 TUKWILA WA 98168-4113 98168 TUKWILA WA 98168- ADDR-02557 14258 53RD AVE S 4424 TUKWILA WA 98168-4424 TUKWILA WA 98168- LE MICHAEL+LINDA NULL 14258 54TH PL S 4571 98168 TUKWILA WA 98168-4571 98168 TUKWILA WA 98168- KALCHIK STANISLAV+LYUDMILA NULL 14261 53RD AVE S 4423 98168 TUKWILA WA 98168-4423 98168 TUKWILA WA 98168- ADDR-03727 14261 Macadam RD S 4113 TUKWILA WA 98168-4113 TUKWILA WA 98168- YOUNG JAMES R+LAURA A NULL 14262 55TH AV S 4504 98168 TUKWILA WA 98168-4504 98168 TUKWILA WA 98168- MITCHELL KEITH D NULL 14264 53RD AVE S 4424 98168 TUKWILA WA 98168-4424 98168 KIM PAM SOOK HS ESTATES LLC NGUYEN DAO THI BARNETT NATHAN C SINGH KAMAUIT SANTOS EDUARDO J+ELEANOR MASON ALEXANDER K+TIMPANI J KING COUNTY -TRANSIT KING COUNTY -PARKS SHOGREN GERALD WESTBY SHARON ROBERSON ALFRED L+LINDA W NULL MARANA ARIEL+IRENE ADDR-05140 ANDERSON PEGGYJ NULL NULL ADDR-09039 ADDR-05143 ADDR-05144 ADDR-05182 COTTRELL NATALIE+BRANDON CH NULL LOVELADY WILLIAM J VACCA VINCENZO SOTO ERWIN C+ALONA S ADDR-05183 NULL ADDR-09042 ADDR-05145 ADDR-09043 GLANVILLE ANGUS+MEREDITH BH NULL NULL NULL ADDR-09045 NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL 14266 55TH AVE S 14272 53RD AVE S 14404 51ST AVE S 14412 51ST AVE S 14415 Macadam RD S 14418 51ST AVE S 14424 51ST AVE S 14427 56TH AVE S 14427 MACADAM RD S 14429 56TH AVE S 14433 53RD AVE S 14433 Macadam RD S 14434 51ST AVE S 14435 56TH AVE S 14440 51ST AVE S 14441 Macadam RD S 14509 MACADAM RD S 14517 Macadam RD S 14528 53RD AVE S 16026 SE 24TH ST 16219 51ST AVE S 16416 53RD PL S 16455 51ST AVE SO 16901 SE 180TH PL 1943 3RD ST 201 S JACKSON ST #417 201 S JACKSON ST #700 20104 21ST PL NW 20126 CH LAKE DR TUKWILA WA 98168- 4504 TUKWILA WA 98168- 4424 TUKWILA WA 98168- 4406 TUKWILA WA 98168- 4406 TUKWILA WA 98168- 4466 TUKWILA WA 98168- 4406 TUKWILA WA 98168- 4406 TUKWILA WA 98168- 4510 TUKWILA WA 98168- 4466 TUKWILA WA 98168- 4510 TUKWILA WA TUKWILA WA 98168- 4466 TUKWILA WA 98168- 4406 TUKWILA WA 98168- 4510 TUKWILA WA 98168- 4406 TUKWILA WA 98168- 4466 TUKWILA WA 98168- 4400 TUKWILA WA 98168- 4400 TUKWILA WA BELLEVUE WA TUKWILA WA TUKWILA WA SEATAC WA RENTON WA KIRKLAND WA SEATTLE WA SEATTLE WA SHORELINE WA BONNEY LAKE WA 98168 TUKWILA WA 98168-4504 98168 98168 TUKWILA WA 98168-4424 98168 TUKWILA WA 98168-4406 98168 TUKWILA WA 98168-4406 98168 TUKWILA WA 98168-4466 TUKWILA WA 98168-4406 TUKWILA WA 98168-4406 TUKWILA WA 98168-4510 98168 TUKWILA WA 98168-4466 98168 TUKWILA WA 98168-4510 98168 TUKWILA WA 98168 TUKWILA WA 98168-4466 TUKWILA WA 98168-4406 98168 TUKWILA WA 98168-4510 98168 98168 TUKWILA WA 98168-4406 98168 TUKWILA WA 98168-4466 98168 TUKWILA WA 98168-4400 98168 98168 98008 98188 98188 98188 98058 98033 98104 98104 98177 98390 TUKWILA WA 98168-4400 TUKWILA WA 98168 BELLEVUE WA 98008 TUKWILA WA 98188 TUKWILA WA 98188 SEATAC WA 98188 RENTON WA 98058 KIRKLAND WA 98033 SEATTLE WA 98104 SEATTLE WA 98104 SHORELINE WA 98177 BONNEY LAKE WA 98390 KINLOCH KENNETH L+HOSAKULA DOLEJSI NATHAN E+MICHELLE B PRASHER SUREETA CARLSON SUSAN EUSTAQUIO ILDELFONSO L+AURO MCGUIRE BECKY ANN VEENHUIZEN SCOTT D BREEDEN NITA M DOMINICK SCOTT F MATAYOSHI ERIN/14403 51ST A YEUNG SAI H+LI QI LING CARLSON JACK JAY -TTEE MEDINA MICHAELJUAN PHAM SONLAM T+VAN H LUU NORTHLAND FINANCIAL CO DAO NAM VAN+MINH HUONG THUY CPSRTA (SOUND TRANSIT) THORP PROPERTIES INC SPENCE DIANA TUKWILA SCHOOL DISTRICT SINGH GURDIP TOON WILLIAM B+WENDY L ENCKE JEFFREY LATIMER STEVEN P MUTH OLIVER M & SHARON M GONTHIER GARY&JENNIFER&VIRG HOPPER L W LAI SON V+LY THI LUU PHAM BOWDEN MICHAEL NGUYEN MANH V+HANG LE CARESS WILLIAM JAMES ADDR-12193 ADDR-04443 ADDR-10001 ADDR-04446 NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL %CYNTHIA PIETERS NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL NULL 2029 A MINOR AVE E 21 ARMOUR ST 22343 NE 101ST PL 23058 JOAQUIN RIDGE DR 2375 CACTUS VIEW DR 2640 S 227TH PL 26517 212TH AVE SE 27427 156TH ST E 2808 KENNEWICK PL NE 2817 88TH AVE NE 3108 SE 3RD ST 31713 28TH AVE SW 3208 SW 319TH PL 33039 20TH PL SW 3500 W 80TH ST 3939 S GRAHAM ST 401 S JACKSON ST 4023 WILLIAMS AVE N 445 SW KENYON PLACE 4640 S 144TH ST 4642 S 146TH ST 4665 S 160TH ST 4913 SW CANADA DR 50 E SCHNEIDER RD 5021 S 144TH ST 5102 S 136TH ST 5105 S 136TH ST 5110 S 136TH ST 5115 S 139TH ST 5116 5 142ND ST 5120 S 136TH ST 5202 S 142ND ST 5204 S 137TH ST 5206 S 142ND ST 5210S 142NDST SEATTLE WA SEATTLE WA REDMOND WA MURRIETA CA RENO NV DES MOINES WA COVINGTON WA BUCKLEY WA RENTON WA HUNTS POINT WA RENTON WA FEDERAL WAY WA FEDERAL WAY WA FEDERAL WAY WA BLOOMINGTON MINN SEATTLE WA SEATTLE WA RENTON WA SEATTLE WA TUKWILA WA TUKWILA WA TUKWILA WA SEATTLE WA SHELTON WA TUKWILA WA 98168- 4149 TUKWILA WA 98168- 4730 SEATTLE WA TUKWILA WA 98168- 4730 TUKWILA WA 98168- 4724 TUKWILA WA 98168- 4463 TUKWILA WA 98168- 4730 TUKWILA WA 98168- 4462 TUKWILA WA 98168- 4718 TUKWILA WA 98168- 4462 TUKWILA WA 98168- 4462 98102 SEATTLE WA 98102 98109 SEATTLE WA 98109 98053 REDMOND WA 98053 92562 MURRIETA CA 92562 89506 RENO NV 89506 98198 DES MOINES WA 98198 98042 COVINGTON WA 98042 98321 BUCKLEY WA 98321 98056 RENTON WA 98056 98004 HUNTS POINT WA 98004 98056 RENTON WA 98056 98023 FEDERAL WAY WA 98023 98023 FEDERAL WAY WA 98023 98023 FEDERAL WAY WA 98023 55431 BLOOMINGTON MINN 55431 98118 SEATTLE WA 98118 98104 SEATTLE WA 98104 98056 RENTON WA 98056 98136 SEATTLE WA 98136 98168 TUKWILA WA 98168 98168 TUKWILA WA 98168 98188 TUKWILA WA 98188 98136 SEATTLE WA 98136 98584 SHELTON WA 98584 98168 TUKWILA WA 98168-4149 98168 98168 TUKWILA WA 98168-4730 98168 98168 SEATTLE WA 98168 98168 TUKWILA WA 98168-4730 98168 TUKWILA WA 98168-4724 TUKWILA WA 98168-4463 TUKWILA WA 98168-4730 98168 TUKWILA WA 98168-4462 98168 98168 TUKWILA WA 98168-4718 98168 98168 TUKWILA WA 98168-4462 98168 TUKWILA WA 98168-4462 TUKWILA WA 98168- PHAM CHANH NULL 5216 5 142ND ST 4462 98168 TUKWILA WA 98168-4462 98168 TUKWILA WA 98168- RUSSELLJUDY NULL 5218 S 144TH 5T 4427 98168 TUKWILA WA 98168-4427 98168 TUKWILA WA 98168- ADDR-09218 5219 S 144TH ST 4426 TUKWILA WA 98168-4426 POMEROY LAINE L+KARAJ+HAWK NULL 522 NE 120TH ST SEATTLE WA 98125 SEATTLE WA 98125 TUKWILA WA 98168- KLUE E NULL 5230 S 137TH ST 4718 98168 TUKWILA WA 98168-4718 98168 TUKWILA WA 98168- ADDR-12186 5302 5 137TH ST 4719 TUKWILA WA 98168-4719 TUKWILA WA 98168- ADDR-09219 5303 S 144TH ST 4428 TUKWILA WA 98168-4428 TUKWILA WA 98168- LEA MARK W NULL 5306 S 137TH ST 4719 98168 TUKWILA WA 98168-4719 98168 TUKWILA WA 98168- ADDR-12178 5313 S 136TH ST 4731 TUKWILA WA 98168-4731 TUKWILA WA 98168- QUEIROLO CHAD+BROGAN KATHER NULL 5314 S 137TH ST 4719 98168 TUKWILA WA 98168-4719 98168 TUKWILA WA 98168- ADDR-04427 5314 S 140TH ST 4563 TUKWILA WA 98168-4563 TUKWILA WA 98168- OTHMAN KHALIL A NULL 5315 5 140TH ST 4562 98168 TUKWILA WA 98168-4562 98168 TUKWILA WA 98168- WANG YIFEI NULL 5316 S 137TH ST 4719 98168 TUKWILA WA 98168-4719 98168 TUKWILA WA 98168- WILDI ROBIN S NULL 5316 S 144TH ST 4429 98168 TUKWILA WA 98168-4429 98168 TUKWILA WA 98168- LIAO SU Y NULL 5319 5 136TH ST 4731 98168 TUKWILA WA 98168-4731 98168 TUKWILA WA 98168- LAVNG CONOR C+CRISTIN L BIS NULL 5320 S 137TH ST 4719 98168 TUKWILA WA 98168-4719 98168 TUKWILA WA 98168- ADDR-12195 5323 S 139TH ST 4726 TUKWILA WA 98168-4726 TUKWILA WA 98168- DRESSER WILLIAM+LOVINA G NULL 5323 S 140TH ST 4562 98168 TUKWILA WA 98168-4562 98168 TUKWILA WA 98168- TRINH UYEN T+REN LAM NULL 5325 S 139TH ST 4726 98168 TUKWILA WA 98168-4726 98168 TUKWILA WA 98168- TRACY CELESTE M NULL 5326 S 139TH ST 4727 98168 TUKWILA WA 98168-4727 98168 TUKWILA WA 98168- MARVIN HENRY W+ILENE NULL 5327 S 140TH ST 4562 98168 TUKWILA WA 98168-4562 98168 TUKWILA WA 98168- LIUM MARK A+SANDRA D NULL 5328 5 140TH ST 4563 98168 TUKWILA WA 98168-4563 98168 TUKWILA WA 98168- RATSAMEE BOONLEUT+BOUNTHANO NULL 5329 S 140TH ST 4562 98168 TUKWILA WA 98168-4562 98168 JOHNSON SANDRA D DUFFIEJOE H ADDR-04434 BUEHLER RONALD J EIDE JEREMY PANELA ROGER JR SU ZHI WEN+HON PO YEE NGUYEN NINA NULL NULL NULL NULL NULL NULL NULL ADDR-09225 ADDR-09226 DIVINA MARC LEMUEL CLEMENTE NULL REID MADONNA M+SAMUELTAD NULL COLEMAN JOSEPH M+NAYA K NULL ARDANS KATHRYN A+JONATHAN M SINGH KALWARAN CAROSINO TONY L KENNEDY PAMELA SIRVA RELOCATION PROPERTIES KING ROBERT#15237 R& P APARTMENTS L L C ROBBINS MARK ALVAREZ SAMUEL III SANCHEZ TERESA BARGER KENNETH E FOSTER PRESBYTERIAN CHURCH PARHAR DAVINDER SINGH LOONEY WILLIAM A WA STATE DOT SEATTLE CITY OF SCL NOONAN RAYMOND J+JENNIE L STATE OF WASHINGTON MAYTON BRUCE & YU BING NULL NULL NULL NULL NULL C/O EXECUTIVE HOUSE INC NULL NULL NULL NULL NULL NULL NULL NULL R/E SERVICES M/S 118 700 5TH AVE STE 3200-AP NULL TREASURY DEPT/REAL ESTATE SV NULL 5330 S 136TH ST 5332 S 140TH ST 5335 S 140TH ST 5336 S 140TH 5340 S 140TH ST 5341 S 140TH ST 5343 S 140TH ST 5505 S 144TH ST 5506 S 144TH ST 5510 S 144TH ST 5511 S 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TUKWILA WA 98168-4563 98168 98188 TUKWILA WA 98168-4562 98188 98168 TUKWILA WA 98168-4562 98168 98168 TUKWILA WA 98168-4543 98168 TUKWILA WA 98168-4544 TUKWILA WA 98168-4544 98168 TUKWILA WA 98168-4543 98168 98168 TUKWILA WA 98168-4543 98168 98168 TUKWILA WA 98168-4544 98168 98168 TUKWILA WA 98168-4544 98168 98168 TUKWILA WA 98168 98922 CLE ELUM WA 98922 46582 WARSAW IN 46582 44131 INDEPENDENCE OH 44131 98103 SEATTLE WA 98103 98178 SEATTLE WA 98178 98166 SEATTLE WA 98166 98102 SEATTLE WA 98102 98178 SEATTLE WA 98178 98118 SEATTLE WA 98118 98188 TUKWILA WA 98188 92799 SANTA ANNA CA 92799 98401 TACOMA WA 98401 98133 SEATTLE WA 98133 98124 SEATTLE WA 98124 98050 PRESTON WA 98050 98504 OLYMPIA WA 98504 98138 TUKWILA WA 98138 WALDO MICHAEL+CATHERINE D RATOV SERGE A HIC I LLC TUKWILA INTERURBAN INVEST NULL NULL NULL JOHN STRANDER PO BOX 68092 PO BOX 69212 PO BOX 700 PO BOX 88636 SEATTLE WA SEATTLE WA MERCER ISLAND WA TUKWILA WA 98188 SEATTLE WA 98188 98168 SEATTLE WA 98168 98040 MERCER ISLAND WA 98040 98188 TUKWILA WA 98188 City • f ukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF COMPLETE APPLICATION January 5, 2017 Ryan Larson City of Tukwila - Public Works 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Ryan.LarsonPTukwi IaWA.gov Subject: 53rd Ave S Street, Stormwater, and Utility Project E16-0012 (SEPA Environmental Review), PL16-0058 (Project File) Dear Mr. Larson, Your application for SEPA environmental review of the 53rd Ave. S. project is considered complete on January 5, 2017 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Please feel free to contact me with any questions at (206) 431-3659. Sincerely, Jaimie Reavis Senior Planner cc. PL16-0058 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov COMPLETE APPLICA ION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICCATION MATERIALS: / 1. Application Checklist (1 copy) indicating items submitted with application. �/ 2. Completed ESA Screening Checklist, SEPA Environmental Checklist and drawings (5 copies). ,/, 3. One set of all plans reduced to 8 1/2" x 11" or 11" x 17". / 4. Application Fee: See Land Use Fee Schedule. ai y eAkeze At 5. Underlying permit application that triggers SEPA review. PUBLIC NOTICE MATERIALS: / 6. Payment of notice board fee (see Land Use Fee Schedule) to FastSigns OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 7. Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks --must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. 8. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. K:\PROJECTS\TUKWILA\15085 - 53rd Ave S\DESIGN\Data & Reports\Permitting\SEPA\SEPA Environmental Review Application.docx Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning PROJECT DESCRIPTION AND ANALYSIS: V 9. Vicinity Map with site location. OA/ ,,eagC% 'Z9vs 10. Provide four (4) copies of any sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines for additional information. 11. Any drawings needed to describe the proposal other than those submitted with the underlying permit. Maximum size 24" x 36". K:\PROJECTS\TUKWILA\15085 - 53rd Ave S\DESIGN\Data & Reports\Permitting\SEPA\SEPA Environmental Review Application.docx CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Ste 100 Tukwila, WA 98188 Telephone: (206) 431-3670 SEPA ENVIRONMENTAL REVIEW APPLICAT�ION FOR STAFF USE ONLY Permits Plus TYPE: P-SEPA File Number: E + 6 - j , Planner: � co' l,� (/ i� _ U �� S N� Application Complete Date: ) I S 1)1 Project File Number: I L I r _ _ l�5-�' `� Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: 53RD AVE S BRIEF DESCRIPTION OF SCOPE OF WORK: The scope of work includes but is not limited to pavement restoration, curb, gutter, and sidewalks on both sides of 53rd Ave S. ADA upgrades, illumination, franchise utility undergrounding, retaining walls, landscape restoration, installation of a new surface water conveyance system includi g water quality and flow control measures, installation of new water main and appurtenances, upgrades to existing sewer system where required, and channelization. This work will be done between S 144th St and S 137th St along 53' Ave S. The proposed new water main will continue from 137th St north to 52nd Ave S and end at Interurban Ave S. This application requires public notice. Please see section 7 of the application checklist. LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. Locations of each site are as follows: 53rd Ave S: City ROW on 53rd Ave S from S 144th St to S 137th St. SW1/4, Section 14, T23N, R4E. RED' DEVELOPMENT COORDINATOR/ PROJECT CONTACT: The individual who: DEC 15 2016 • has decision making authority on behalf of the owner/applicant in meetings with City staff, Cf `t v L)LVLLOI I J F • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. • PLEASE PRINT CLEARLY Name: Ryan Larson, City of Tukwila Public Works Address: 6300 Southcenter Blvd. CITY, ST, ZIP Tukwila, WA 98188 E-mail: Ryan.Larso @Tukwila A.gov %ll Signature: Date: 4)//.�//6 Phone: 206.431.2456 K:\PROJECTS\TUKWILA\15085 - 53rd Ave S\DESIGN\Data & Reports \Permitting\SERA\SEPA Environmental Review Application.docx City of Tukwila Endangered Species Act Screening Checklist Date: /07X-`, A Applicant Name: Ryan Larson Street Address: 6300 Southcenter Blvd. City, State, Zip: Tukwila, WA 98188 Telephone: 206.431.2456 DIRECTIONS: This Screening Checklist has been designed to evaluate the potential for your project to result in adverse effects to salmonids - Chinook, Coho, Cutthroat trout or char - as defined by Section 9 of the Endangered Species Act (ESA). If potential effects are identified, the project may need further evaluation. Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if additional action is indicated. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc If ESA listed species are present or ever were present in the watershed where your project will be located, your project has the potential to affect them, and you need to comply with the ESA. The questions in this section will help determine if the ESA listings will impact your project. For more information on potential salmonid presence in your project area contact the Washington Department of Fish and Wildlife Habitat Biologist for your region, Washington Department of Fish and Wildlife or use the SalmonScape tool, WDFW SalmonScape. 1. Are ESA listed salmonids currently present in the watershed within which your project will be located? Yes_x_ No Please describe. The WDFW SalmonScape Map includes the following; ESA Listing Units: • Puget Sound Chinook Salmon: Threatened, Accessible Status • Puget Sound Strait of Georgia Chum Salmon: Not Warranted, Accessible Status • Puget Sound Strait of Georgia Coho Salmon: Species of Concern, Accessible Status • Pink Salmon: Not Warranted, Accessible Status • Puget Sound Steelhead: Threatened, Accessible Status 2. Has there ever been an ESA listed salmonid stock present in this watershed? Yes x No Uncertain x Please describe. There is uncertainty whether the above listed Salmon have been present. If you answered "yes" to either of the above questions you should complete the remainder of this checklist. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc City of Tukwila ESA Screening Checklist Part A - PROJECT SPECIFICS: Project and Vicinity 1. Name of watershed: Green /Duwamish River Watershed 2. Name of nearest water body: Duwamish River 3. What is the distance from this project to the nearest body of water? The distance from this project to the nearest body of water is 0.2 miles. 4. What is the current land use between the project and the potentially affected water body (parking lots, farmland, etc)? Residential and commercial parcels make up the current land use between the project and the potentially affected water body. The City of Tukwila Park and ride borders one of the sides of road that exists between the project location and body of water. 5. Is the project above a: • Natural permanent barrier (waterfall) • Natural temporary barrier (beaver pond) • Man-made barrier (culvert, dam) • Other (explain): Yes_ No X Yes No X Yes X No 6. If answered Yes in #5, are there any resident salmonid populations above the blockage? Yes No_x_ Don't know K:\PROJECTS\TUKWILA\15085 - 53rd Ave S\DESIGN\Data & Reports\Permitting\SEPA\SEPA Environmental Review Application.docx W:WPPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc City of Tukwila ESA Screening Checklist Part B - Project Specifics: Grading and Land Alteration 1. Does the project involve grading or land alteration of any kind? Yes X No If your project DOES NOT involve grading please skip to Part C. 2. Will the project involve the modification of a watercourse bank between Ordinary High Water (OHW) and the top of the bank? If yes, which water course? This includes any grading on any slope leading to a river or stream, but does not require work below OHW. Yes No X 3. Will the project involve the modification of a watercourse bank or bottom below OHW? If yes, please explain. Yes No X 4. Could the construction, operation, or maintenance of equipment for the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses? If no, please explain. Most projects involving grading have the potential to result in increased erosion and/or sedimentation as a result of land disturbance. Yes No x Project location is at a far enough distance from water body that infiltration would likely happen before runoff into watercourses. In addition, appropriate sediment control BMP's will be utilized during construction. 5. If the project involves grading, have you prepared a Temporary Erosion and Sedimentation Control Plan? Yes X No If no, are you exempt under TMC 16.54.90? Yes No 6. Will the project result in new impervious services? Include all hard surface are such as rooftops, asphalt or concrete paving, compacted surfaces, etc. Yes x No 53`1 Ave S will include minor widening along the existing roadway restoration in addition to proposed curb, gutter, sidewalk, and retaining walls that will result in new impervious services. 7. What percent of the project will be impervious surface (including pavement & roof area)? There will be approximately 2 acres of impervious surface between roadway paving and sidewalk panels. However, this impervious surface replacement is over 1.5 acres and new impervious surface is less than 0.50 acres at the project location. Part C — Project Specifics: Water Quality 1. Will the project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? Please explain. For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into the ground. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc City of Tukwila ESA Screening Checklist Yes x No Stormwater will be generated from the additional impervious surface. This project includes the replacement of the entire conveyance system along 53rd Ave S and includes water quality treatment as required. 2. Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include fuel properly stored in a vehicle fuel tank, but does include fuel or other chemicals stored on -site during construction. Yes No X 3. Will the project require long-term or re -occurring maintenance requiring the use of fertilizers, pesticides, or other chemicals? This may include landscape maintenance, bridge or parking lot cleaning, ice removal/melt, repeated chemical vegetation clearing, etc. Yes No X 4. Will turbidity be increased during construction or operation of the project? Please explain any measures to be taken to ensure turbidity is not increased. Construction near the water or below OHW often will increase turbidity, both on -site and downstream. Yes No X Project location is at a far enough distance from nearest water body that any sediment runoff would not increase turbidity in water body. In addition, appropriate erosion and sediment control BMP's will be utilized during construction. 5. Will the project either reduce or increase shade along or over a water body? Removal of trees/vegetation or the building of over -water structures (docks or floats) will often result in a change to shade. Yes No X 6. Will the project require debris removal from below OHW of a water course? Debris includes, but is not limited to, fallen trees, logs, shrubs, rocks, piles, riprap, submerged metal, broken concrete, pipes, or other construction material. Yes No X W:WPPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc City of Tukwila ESA Screening Checklist Part D — Project Specifics: Flow Alterations and Fish Migration 1. Will the project involve the direct alteration of the channel or bed of a water course? This includes both temporary and permanent modifications. If yes, please explain. Yes No X 2. Will the project involve any physical alteration to a wetland which is connected to a water course? Few wetlands are isolated, most contain either surface or subsurface connection to a flowing water course. Yes No X 3. Will water be rerouted, either temporarily or permanently as a result of the project? If yes, please explain. Yes No x 4. Will a culvert be installed or removed as part of this project? Yes No X 5. Will the project require withdrawal of surface water? If yes, please include amount and name or water body. Yes No X 6. Will the project result in the withdrawal, injection, or interception or groundwater? Examples of projects that might affect groundwater include, but are not limited to, construction of a new well, changes in withdrawal from an existing well, projects involving prolonged dewatering, installation of French drains, swales, or sewer lines. Projects that require a geotechnical report pursuant to TMC 18.45.060 should answer Yes. Yes No X 7. Will topography changes on the site affect the duration/direction of surface runoff flows? If yes, please describe changes. Yes No X 8. Will the project include bank stabilization? If yes, explain. Bank stabilization includes, but is not limited to, riprap, rock, logs, soil, vegetated revetments, concrete structures, or similar. Yes No X 9. Will there be retention or detention ponds? If yes, will this be an infiltration pond or a surface discharge to either a municipal storm water system or a surface water body? Yes No X 10. Will the project involve any reduction of the floodplain or floodway by filling or other partial blockage of flows? If yes, how will the loss of flood storage be mitigated by your project? Yes No X 11. Will project include the construction of a new wetland or waterway that is connected by surface flow to an existing waterway that contains salmonids? Yes No X W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc City of Tukwila ESA Screening Checklist Part E — Project Specifics: Vegetation 1. Will the project involve the removal of any vegetation? If yes, please describe existing conditions and the amount and type of vegetation to be removed. Yes X No Grass slope at the edge of existing roadway pavement will be removed in order to install ADA sidewalks, curb and gutter, planter strip, and minor roadway widening. The amount of vegetation removed will be approximately 0.25 acres. The existing vegetation exists of grass lawns, small shrubs, and other existing residential home flower beds and landscaping. The proposed planter strip along 53rd Ave S will introduce approximately 0.15 — 0.20 acres of vegetation back along 53rd Ave S after construction is complete. 2. Will the project involve the removal of any vegetation within 200 feet of OHW of a water course? If yes, please describe type, size, method, and amount of vegetation to be removed. A tree is defined by TMC 18.06.845 as any self-supporting woody plant, generally characterized by one main trunk, with a potential diameter of 2inches or more at breast height and a minimum height of 10 feet. Yes_ No _x_ 3. If vegetation is to be removed, do you plan to mitigate by replanting? Please explain. Yes x No_ The proposed planter strip along 53rd Ave S will introduce approximately 0.15 — 0.20 acres of vegetation back along 53rd Ave S after construction is complete. In addition, property restoration will likely include sod or hydroseed installation at the back of sidewalk once construction is complete. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist STATE ENVIRONMENTAL POLICY ACT CHECKLIST Please respond to all questions. Use separate sheets as necessary. Department of Ecology provides a guidance on filling the SEPA checklist at Department of Ecology Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: 53RD AVE S 2. Name of Applicant: City of Tukwila 3. Date checklist prepared: December 12, 2016 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): Construction anticipated start date is Summer 2017. 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None. 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No. Agency Comments K:\PROJECTS\TUKWILA\15085 - 53rd Ave S\DESIGN\Data & Reports\Permitting\SEPA\SEPA Environmental Review Application.docx W:WPPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 9. List any government approvals or permits that will be needed for your proposal. None anticipated. 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The scope of work includes but is not limited to pavement restoration, curb, gutter, and sidewalks on both sides of 53rd Ave S, ADA upgrades, illumination, franchise utility undergrounding, retaining walls, landscape restoration, installation of a new surface water conveyance system including water quality and flow control measures, installation of new water main and appurtenances, upgrades to existing sewer system where required, and channelization. This work will be done between S 144`h St and S 137th St along 53rd Ave S. The proposed new water main will continue from 137th Si north to 52nd Ave S and end at Interurban Ave S. The project width and size includes a 40' wide ROW along 53rd Ave S. The proposed project includes two 11.5' wide thru lanes, curb and gutter, 5' sidewalks, and a planter strip on the westside of the the roadway. The construction of the restored roadway and walkway will require retaining walls due to the widening and existing topography. The project size is approximately 2.5 acres. 11. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, the tax lot number, and section, township, and range. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. City ROW on 53rd Ave S . Project location along 53rd Ave S from 144th St to S 137th St. The proposed water main continues along S 137`h St and north to 52nd Ave S where the main connects back into existing network near Interurban Ave S. SWI/4, Section 14, T23N, R4E 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? No, the following proposed site is not identified on the City of Tukwia Sensitive Area map (Map 5). W:WPPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other: Existing roadway generally rolling with steep bank on westside and eastside of roadway from approximately S 139t" St to S 137th St along 53rd Ave S.. b. What is the steepest slope on the site (approximate percent slope)? 45-50% embankment along existing roadway near S 139`" St on the westside of 53rd Ave S. Improvements will be generally on existing roadway with a maximum roadway grade of 10.5%. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland and whether the proposal results in removing any of these soils. The area is mapped as glacial drift, which typically consists of primarily glacial till soils with pockets of outwash sand and gravel. No agricultural soils or prime farmland. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. None observed e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. The proposed Site's utility trench fill and roadway fill material will be suitable native or WSDOT approved pit source material. The project will use approximately 1000 cy of fill material under final roadway and sidewalk asphalt and concrete pavement. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Erosion could result of trenching for the proposed replacement storm drainage pipe and structures, undergrounding of the franchise utilities, proposed replacement of the water main, and repairing existing sewer system where required. The appropriate shoring will be used to prevent erosion during construction and trench dams will be proposed to prevent groundwater from W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist g• preferentially accumulating and flowing through the pipe bedding or backfill material if existing ground water elevation warrants it. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? The construction site is approximately 2.5 acres. There is approximately 1.5 acres of existing impervious roadway. There will be an additional 0.5 acres of new impervious roadway. The remaining project will be pervious planter strip or property restoration behind the back of sidewalk. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 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. 2. Air a. What types of emissions to the air would result from the proposal (for example, dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. During construction, activities will generate onsite emissions from equipment operation. These effects are anticipated to be temporary, minor, and largely contained at and within short distances from the proposed project site. There are no impacts to the air after project completion. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No off site sources of emissions or odor have been identified that will affect the proposed project.. c. Proposed measures to reduce or control emissions or other impacts to air, if any: The construction contractor will be required to comply with PSCAA Regulation 1, Section 9.15 requiring reasonable precautions to avoid dust emissions. Construction -industry BMPs will be incorporated into construction plans and contractor specifications. 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? W:WPPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No. Duwamish River is over 0.20 miles from construction site. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Not Applicable 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. A temporary bypass system may be used to divert existing storm system runoff while the proposed storm system is being installed. If there is surface or ground water flow during construction, base flows will be pumped around the active project in a manner that will not cause erosion or sediment to reach the inlet. The appropriate BMP's will be utilized to direct and protect flow around the project work zone. Any temporary diversion will be in compliance with surface water regulations. 5. Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No. 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 1. Will groundwater be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well? Will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. No. 2. Describe waste materials that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve: None. W:WPPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc Please respond to all questions. Use separate sheets as necessary. Applicant Responses: c. Water Runoff (including storm water): 1. Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow? Will this water flow into other waters? If so, describe. The proposed site includes replacement of the existing storm drainage system that provides collection and conveyance from existing adjacent roadway, residential and park land uses. No additional runoffwill be generated by the project. 2. Could waste materials enter ground or surface waters? If so, generally describe. Waste material stored and used for this project will likely be petroleum fuel products associated with construction. Release of waste material could potentially occur from accidental fuel leaks or spills. A spill control plan will be in place for this work. 3. Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. Proposed site drainage patterns will be improved with the proposed new storm drainage pipe and structures. In addtion the proposed curb and gutter will direct roadway runoff* into the proposed catch basins. The roadway will be graded to control runoff flow to the provided outlets. Overall routing of surface water runoff is unchanged by the project. d. Proposed measures to reduce or control surface, ground, and runoff water, and drainage pattern impacts if any: During construction, standard BMPs may include, but are not limited to temporary sediment and erosion control measures such as installation of catch basin inserts, silt fences, straw bale check dams, straw mulching, and plastic covering, as well as other requirements imposed by City of Tukwila and state regulations. SEPA Checklist Agency Comments W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 4. Plants a. Check or circle types of vegetation found on the site: Deciduous tree: alder, maple, cherry, willow= other Evergreen tree: fir, cedar, spruce, other Shrubs Grass Pasture Crop or grain Wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other Water plants: water lily, eelgrass, nulfoil, other Other types of vegetation: Himalayan Blackberry b. What kind and amount of vegetation will be removed or altered? Grass slope at the edge of existing roadway pavement will be removed in order to install ADA sidewalks, curb and gutter, planter strip, and minor roadway widening. The amount of vegetation removed will be approximately 0.25 acres. The existing vegetation exists of grass lawns, small shrubs, small trees and other existing residential home flower beds and landscaping. The proposed planter strip along 53rd Ave S will introduce approximately 0.15 — 0.20 acres of vegetation back along 53rd Ave S after construction is complete. c. List threatened or endangered species known to be on or near the site. None known. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Restoration will match approximate existing property conditions. A three (3) foot wide planter is proposed between curb and gutter and sidewalk on the westside of the project along 53rd Ave S. The planter will include sod or hydroseed and vegetation approved by a licensed professional landscape architect. e. List all noxious weeds and invasive species known to be on or near the site. Himalayan Blackberry W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 5. Animals a. List any birds or animals which have been observed on or near the site or are known to be on or near the site: Birds: Hawk, heron, eagle, songbirds, other: Mammals: Deer, bear, elk, beaver, other: Fish: Bass, salmon, trout, herring, shellfish, other: Other: b. List any threatened or endangered species known to be on or near the site. None known. c. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any: At the back of project proposed sidewalk match into existing property condition to not disturb anymore ground then required to restore roadway. Use the appropriate BMP's to prevent erosion or sediment runoff that could otherwise reach or disturb adjacent property. e. List any invasive animal species known to be on or near the site: None Known. 6. EnerRy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. None. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Not Applicable. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. W:WPPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist During construction, the potential exists for accidental spills of small quantities of petroleum products used in support of construction, such as diesel fuel or lubricating oil. If appropriate preventive or remediation measures are not taken, these products could infiltrate into the ground, which could lead to contamination of soils and ultimately groundwater. Contaminants in dust could be dispersed over larger areas and could therefore be inhaled by humans and animals or ultimately distributed for uptake by plants. 1. Describe any known or possible contamination at the site from present or past uses. None Known. 2. Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. None Known. 3. Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. During Construction, the potential exists for accidental spills of cement concrete and associated curing chemicals used in support of sidewalk panels. If appropriate preventive or remediation measures are not taken, these products could infiltrate into the ground, which could lead to contamination of soils and ultimately groundwater. 4. Describe special emergency services that might be required. No special emergency services will be required for the proposal. No additional police, firefighting, or other emergency services, other than those that will normally be required at a construction site, will be necessary. 5. Proposed measures to reduce or control environmental health hazards, if any: • BMPs will be used during construction to prevent spills. • Prior to construction, professional utility locate services will be contacted to mark utilities along the corridor. • All refueling will be conducted away from stormwater facilities and waterways. • During construction, any spill of materials such as diesel fuel and lubricating oil will be cleaned up immediately. • Dust control measures such as soil wetting will be implemented during construction as needed or applicable. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Noise in the area will not affect the proposed project. 2. What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Construction of the proposed project will generate short-term increases in noise levels at adjacent and nearby areas. Construction noise sources will include earth -moving equipment, generators, trucks, paving equipment, and impact equipment. Construction activities are expected to occur during daytime hours. There will be no noise generated after completion of project. 3. Proposed measures to reduce or control noise impacts, if any: Construction -industry BMPs will include the use of construction equipment engines with adequate mufflers, turning off construction equipment when not in use to prevent idling; and locating stationary equipment as far as possible away from sensitive receptors. Construction activities associated with the proposed project will take place during daytime hours in accordance with Tukwila requirements. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Will the proposal affect current land uses on nearby or adjacent properties? If so, describe. The property currently makes up the 40' City of Tukwila ROW easement along 53rd Ave S from S 144th Ave to S 137h Ave. Adjacent properties to this roadway are residential, school property with baseball diamonds and pla > telds for recreational use, and City of Tukwila Foster Memorial Park with open fields and play areas.. b. Has the project site been used as working farmlands or working forest lands? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result of the proposal, if any? If resource lands have not been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or nonforest use? No. W:WPPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5 9-16.doc SEPA Checklist 1. Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how: No. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Describe any structures on the site. No structures except existing roadway and residential rockery walls. d. Will any structures be demolished? If so, what? Residential rockery walls may be replaced to accommodate roadway cuts and fills andjacent to private property. e. What is the current zoning classification of the site? Project Site touches the following zoning classifications: RCC — Residential Commerical Center LDR- Low Density Residential MDR — Medium Density Residential RCM — Regional Commerical Mixed Use ( Only at proposed water main location) f. What is the current comprehensive plan designation of the site? Public Recreation Overlay and LDR g. If applicable, what is the current shoreline master program designation of the site? Not Applicable. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? None. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: Not Applicable. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-I6.doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Not Applicable. m. Proposed measures to ensure the proposal is compatible with nearby agricultural and forest lands of lon-termcommercial significance, if any: Not Applicable. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing? None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: Not Applicable. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? Not Applicable. b. What views in the immediate vicinity would be altered or obstructed? Not Applicable. c. Proposed measures to reduce or control aesthetic impacts, if any: Not Applicable. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5 9-16.doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Street Illumination will be installed along 53'd Ave S. Lights would be on during the night. b. Could light or glare from the finished project be a safety hazard or interfere with views? These lights will installed per Tukwila stds to prevent safety hazards. c. What existing off -site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: Not Applicable. 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? The proposed site along 53'd Ave S is adjacent to Memorial Park and the City of Tukwila School District pla > fields. b. Would the proposed project displace any existing recreational uses? If so, describe. During construction activity, the Park entrance may have a detour or temporary closure to pedestrian and vehicle traffic during segments of the project. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Pedestrian traffic will be detoured during the roadway and sidewalk improvements. 13. Historic and Cultural Preservation a. Are there any buildings, structures, or sites located on or near the site that are over 45 years old listed in or eligible for listing in national, state or local preservation registers located on or near the site? If so, specifically describe. None known. b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation. This may include human burials or old cemeteries. Are there any material evidence, artifacts, or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identify such resources. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist None known. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the department of archeology and historic preservation, archaeological surveys, historic maps, GIS data, etc. None are anticipated; however, if at any time during the work apotential artifact is uncovered, contract specifications required that site work be stopped and the Washington State Department of Historic and Archeological Preservation (DAHP) be notified along with the appropriate tribal contacts. d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. None are anticipated; however, if at any time during the work a potential artifact is uncovered, contract specifications required that site work be stopped and the Washington State Department of Historic and Archeological Preservation (DAHP) be notified along with the appropriate tribal contacts. 14. Transportation a. Identify public streets and highways serving the site or affected geographic area, and describe proposed access to the existing street system. Show on site plans, if any. The proposed site has entrances off of public right of way on: S 144th St, S 142nd St, S 140th St, S 139tF1 St, and S 137`" St. 53rd Ave S will be able to access or detour residential and thru traffic along the above mentioned streets during the roadway and sidewalk construction period. b. Is the site or affected geographic area currently served by public transit? If not, what is the approximate distance to the nearest transit stop? 0.5- 1.0 to nearest transit stop. c. How many parking spaces would the completed project or non -project proposal have? How many would the project eliminate? None. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc • SEPA Checklist d. Will the proposal require any new or improvements to existing roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). The proposed site will include improvements on 53rd Ave S from S 144th St to S 137th St. There will be improvements at the cross street intersections along this roadway section as well. This will be on Public Right of Way. Any improvements on private property will entail driveways to match into the new sidewalk and roadway grades. e. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur and what percentage of the volume would be trucks (such as commercial and nonpassenger vehicles). What data or transportation models were used to make these estimates? None. g. Will the proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area? If so, generally describe. No. h. Proposed measures to reduce or control transportation impacts, if any: A Traffic Control Plan will be approved before the project to detour and continue the flow of residental and commerical transportation as needed when lane closures, if any, are required for utililty installation and roadway grading. The Tragic control plan may include construction signage, lane shifts, and local access closures during construction. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally describe. No. b. Proposed measures to reduce or control direct impacts on public services, if any. Not Applicable. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system W:WPPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc • SEPA Checklist b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. The proposal includes undergrounding of existing franchise utility systems. The Contractor and Franchise Utility owners will coordinate the installation and sequence of construction. Also, the existing water main and storm conveyanace system will be upgraded down the entire length of the project. These two utilities are managed by the City of Tukwila. Other surrounding utilities such as gas and sewer may need to be adjusted depending on crossings of the known proposed utility upgrades. PSE, Comcast, Centurylink, and Seattle City Light will be notified and contribute support to the utility installation and upgrade process during this roadway improvement project. (NON -PROJECT PROPOSALS (E.G., SUBURBAN PLANS AND ZONING CODE TEXT CHANGES) MUST COMPLETE THE FOLLOWING PAGES). C. SUPPLEMENTAL SHEET FOR NON -PROJECT PROPOSALS (do not use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 1. How would the proposals be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Not Applicable. Proposed measures to avoid or reduce such increases are: Not Applicable. 2. How would the proposal be likely to affect plants, animals, fish, or marine life? W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist Not Applicable. Proposed measures to protect or conserve plants, animals, fish, or marine life are: Not Applicable. W:WPPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc • , SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 3. How would the proposal be likely to deplete energy or natural resources? Not Applicable. Proposed measures to protect or conserve energy and natural resources are: Not Applicable. 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitats, historic or cultural sites, wetlands, floodplains, or prime farmlands? Not Applicable. Proposed measures to protect such resources or to avoid or reduce impacts are: Not Applicable. 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Not Applicable. W:\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Proposed measures to avoid or reduce shoreline and land use impacts are: Not Applicable. 6. How would the proposal be likely to increase demands on transportation or public service and utilities? Not Applicable. Proposed measures to reduce or respond to such demand(s) are: Not Applicable. 7. Identify, if possible, whether the proposal may conflict with Local, State, or Federal laws or requirements for the protection of the environment. Not Applicable. D. SIGNATURE Agency Comments Under the penalty of perjury the above answers under ESA Screening Checklist and State Environmental Policy Act Checklist are true and complete to the best f my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: g1) az,t/-/ /.,213 W:WPPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\SEPA Environmental Review Application FINAL 5-9-16.doc CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Ste 100, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and e true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other repr-.entatives the right to enter upon Owner's real property, located at for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons • property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result %f the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or mr, e days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at (city), ( . t:e), on , 20 %�// - /eafe 7 /1//2 /1/ c/7 /%/6/T o/ itz,4ty int Name) (Address) (Phone Number) (Signature) On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and ac owledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO ' FORE ME ON THIS DAY OF , 20 NOTARY PUBLIC in and for the State of Washington residing at My Commission expires on K:\PROJECTS\TUKWILA\15085 - 53rd Ave S\DESIGN\Data & Reports\Permitting\SEPA\SEPA Environrnental Review Application.docx LP OJEC15\TUKWLA\15 53RD AVENUE SOUTH PROJECT NO. 15085 TIB PROJECT NO. X-X-XXX(XXX)-X MAYOR ALLAN EKBERG DIRECTOR OF PUBLIC WORKS BOB GIBERSON, P.E. CITY ENGINEER ROBIN TISCHMAK, P.E. SCHEDULE OF DRAWINGS SHEET NO. SHEET TITLE 1 COVER 2 INDEX SHEET, SURVEY CONTROL & AUGNMENT DATA 3 LEGEND & ABBREVIATIONS 4 TYPICAL SECTIONS 5 ROADWAY DETAILS 6 DRAINAGE DETAILS 7 — 11 SITE PREPARATION & TESC PLANS 12 — 16 ROADWAY PLAN & PROFILE 21 — 25 DRAINAGE PLAN & PROFILE 27 — 35 WATER PLANS 36 — 46 DRIVEWAY PLAN & PROFILE 48 — 62 WALL PLAN & PROFILE 63 — 67 ILLUMINATION CHANNEUZATION & SIGNING PLANS 68 ILLUMINATION NOTES & DETAILS 69 — 73 LANDSCAPE PLANS 74 — 75 LANDSCAPE SCHEDULE & DETAILS 76 — 80 JOINT UTILITY TRENCH PLANS 81 JOINT UTILITY TRENCH DETAILS * * NOT INCLUDED IN THIS SUBMITTAL CITY COUNCIL JOE DUFFIE, DENNIS ROBERTSON FP,VV'°' VERNA SEAL KATHY HOUGARDY DE'SEAN QUINN KATE KRULLER THOMAS MCLEOD 310 Jw ewe tmn / I. 141 Sf Sy113 Sf 1 s f iYA S 314A Y J I 3 t1131 6,33.333. _3 Zt3. 1319T� i'4 • ST 1 37, PROJECT LOCATION FORT ,„ oosiz P ZJ153L.I I WORKS11, N:PT_ * ENGINEERING *STREETS- WATER*SEWER*BUILDING* designed drawn checked proj eng proj dir by KPF KPF NM date 03/16 03/16 03/16 field bk no Interdiscipimary Design 3131 MoltAve 12502 Jefferson Ave Suite 400 Tama. WA 98402 Seek WA 96121 125 l ,2?-0120 (206)286-1e10 awn q.cam 60% REVIEW 53RD AVENUE SOUTH COVER 1 81 file 0 15085C0V.DWG scal 1.=4a date revisions date xXxx/xx n0 s\Contract\15085NDX01.dwg 11/7/2016 K:\PROJECTS\TUKWILA\15085 — 53rd Ave S\DESIGN\D 1- S CO PK83J N. I. .; 1 1 I� XX n 12 21 _ ( MIC11 s, . ig 63 et 76 PK-FL6 PK-FL5 ®lam Q 13 70 22 77 ^ ;; -1- O& D -Q 65 23 78 `' 53R t+ • n ; PK41-2 91H SST STA 500+00.00 MICE % PK .�- �I( i. 1 53RD AVE S STA 10+00.00 ' RD ' 53RD AVE S S 17+89.03 _ i) Om ® 0 66 ® 24 79 PK S 144TH ST STA 200+00.00 S 142ND ST STA 300+00.00 MACADAM' XX ®O XX V xx xx xx AVE S L3 0 0, 53RD AVE S STA 32+04.50 S 137TH ST STA 600+01.03 +00.00 PK-FL10 53RD AVE S STA 40+00.00 S 137TH ST STA 601+50.60 53RD AVE S ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN 11 10+00.00 176223.19 1285563.66 789.03' N 114'28- E L3 27+21.60 177944.11 1285611.13 502.59' N 0'05'51" E L4 40+00.00 178464.09 1285756.85 477.94' N 21'4219- W S 144TH ST ALIGNMENT DATA NUMBER START STA NORTHING EAST1NG LENGTH BRNG/DELTA RADIUS PI STA TAN L5 199+00.00 176225.31 1285463.68 300.00' S 88'47'18" E S 142ND ST ALIGNMENT DATA NUMBER START STA NORTHING EAST1NG LENGTH BRNG/DELTA RADIUS PI STA TAN L6 299+00.00 1 177013.13 1285485.35 250.00' S 8918'38- E S 140TH ST ALIGNMENT DATA NUMBER START STA NORTHING EASTING ; LENGTH BRNG/DELTA RADIUS PI STA TAN L7 399+50.00 177631.49 1285553.08 200.00' S 88'44'34* E M 69,, 53RD AVE S STA 44+77.94 52ND AVE S STA 700+00.00 PK-FL23 PK-FL24 S 139TH ST ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN L8 499+00.00 177946.62 1285511.16 120.00' S 8813'21. E L9 549+70.00 177935.62 1285580.88 130.00' S 88'33'22' E S 137TH ST ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN L10 599+00.00 178424.99 1285510.97 100.00' N 88'59'41" E L11 600+00.00 178426.75 1285610.95 346.19' N 7518'41- E S 52ND ST ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN L12 699+00.00 178823.33 1285527.10 241.45' N 3159'58' E L13 701+41.45 179028.10 1285655.05 134.24' N 50'43'40* E 53RD AVE S STA 24+07.78 S 140TH ST STA 400+00.00 L7' SHEET INDEX O RIGHT OF WAY PLAN /\ O ROADWAY PLAN El DRAINAGE PLAN • WATER PLAN • ILLUMINA110N & CHANNEUZATION PLAN • LANDSCAPE PLAN 171 I JOINT U11UTY TRENCH PLAN SITE PREPARATION & TESC PLAN 53RD AVE S STA 27+12.35 S 139TH ST STA 550+00.00 CONTROL POINT UST PT i DESCRIPTION NORTHING EASTING ELEVATION 1 PK 177909.12 1285588.03 112.67' 2 PK-FL 177630.94 1285588.29 124.06' 3 PK-FL 177381.91 1285580.13 129.86' 5 PK-FL 176776.78 1285567.93 149.98' 6 PK-F1 176583.84 1285561.33 151.18' 8 MC 177630.39 1285603.42 124.40' 9 PK-FL 178103.68 1285624.73 103.78' 10 PK-FL 178437.55 1285615.41 88.71' 11 MC 176223.24 1285561.68 168.64' 13 MC 176220.93 1285669.09 165.98' 21 PK-FL 178450.91 12135776.02 87.36' 22 PK-FL 178651.60 1285675.82 79.00' 23 P1C-FL 178930.38 1285577.20 39.61' 24 PK-FL 179111.35 1285698.75 26.92' 83 PK 176195.84 1285551.35 169.13' 85 PK 17 135.61 1285603.90 140.25' WO CAI 09 SURVEY CONTROL NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND U11UTY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM U11UTY 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 LAMES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND AU. DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTIUTE:S. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 2. FIELD SURVEY: KPG, SEPTEMBER, 2015, JANUARY 2016. 3. CONTOUR INTERVAL = 1 FOOT. 4. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF UD TO CENTER OF UD. 5. THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS HAVE NOT BEEN VERIFIED AND ARE APPROXIMATE. HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91, BASED ON THE FOLLOWING WSDOT MONUMENTS: IS17162 (MONUMENT ID 5273) N 176235.028 E 1285006.994 GP17005-264 (MONUMENT ID 3703) N 180083.997 E 1285448.568 VERTICAL DATUM NAVD 88, BASED ON THE FOLLOWING WSDOT MONUMENT: HC17-5 (MONUMENT ID 134) ELEVATION 163.182 US FEET oo/-L PUBLIC WORKS Z�EPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked by KPF KPF NM date 03/16 03/16 03/16 prof eng prof dir field bk no KPG. Interdisciplinary Design 3131 Eke Ave Slate 400 Sea*, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 621-0720 WMrieg.can 60% REVIEW 53RD AVENUE SOUTH INDEX SHEET, SURVEY CONTROL & ALIGNMENT DATA 2 81 file no 15085NDX01.DWG scale 1'=4a no date revisions date xXIXX/XX n • .-J s\Conlroct\15085NDX01.dwg 11/7/2016 :\PROJECTS\TUKWILA\15085 — 53rd Ave S\DESIGN\Dr EXISTING LEGEND LiCs MONUMENT IN CASE VONOA PK� xxxo xxxo SURFACE MONUMENT PK NAIL SURVEY MARKER (DESCRIBED) SPOT SHOT (DESCRIBED) ❑ CATCH BASIN OQ STORM DRAIN MANHOLE ®I YARD DRAIN • CULVERT O SEVER MANHOLE o SEVER CLEAN -OUT 0- POWER POLE POWER POLE NTH UNDERGROUND CONNECT POWER POLE NTH LUMINAIRE POWER POLE WITH LULMNAIRE AND UNDERGROUND CONNECT ▪ POWER VAULT LID -� GUY ANCHOR LOT UGHT TELEPHONE RISER oa WATER VALVE E WATER METER r-t FIRE HYDRANT w POST INDICATOR VALVE ® IRRIGATION CONTROL VALVE • FLAGPOLE GPO GUARD POST 0 BOULDER ▪ SIGN • MALBOX O S1WWJB DECIDUOUS 1FEE, DIAMETER (/ OF TRUNKS) 0- 0xx' (r1 xx' CONIFEROUS 1REE, DIAMETER (# OF TRUNKS) 'V W OH SD I / / I / / f / / / / CHLi DWY ro STCR FF HDPF PLANTED POWER PAINTED 1ELEPHONE PAINTED TV PANTED WATER RECORD WATER OVERHEAD U1UTY UNE (GENERIC) STORM SEVER FENCE HEDGE (HEIGHT NOTED) BUILDING PAINTED STRIPE PAINTED SKIP STRIPE EDGE OF PAVELENT FLOWLWE CONTOUR CONCRETE GRAVEL GRASS ROCKERY BRICK CONCRETE BLOCKS CR PAVERS ASPHALT/CONCRETE CHAINLNK DRIVEWAY COLUMN YARD DRAIN STRUCTURE FINISHED FLOOR HIGH -DENSITY POLYElHYLEFE RIGHT OF WAY UNE PROPERTY UNE PROPOSED LEGEND ABBREVIATIONS xxxxxxxxxxxxxxxxxx tommmonemos w N CONC INLET OR CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM PIPE YNTH DIRECTION OF FLOW REMOVE OR ABANDON STORM DRAIN PIPE WATER PIPE WATER VALVE FIRE HYDRANT SIGN DETECTABLE WARNING SURFACE HMA CL 1/2' PG 64-22 FOR NEW PAVEMENT HMA CL 1/2' PG 64-22 FOR OVERLAY CEMENT CONCRETE :'irr i�i.'•�iY; CSTC F c -o A x n n n CSBC EXISTING PAVEMENT SAWCUT RETAINING WALL FLL EMBANKMENT UNE CUT EMBANKMENT UNE ILLUMINATION POLE JUNCTION BOX TYPE 1, 2 & 8 ELECTRICAL SERVICE CABINET CONDUIT WIRE NOTE VINYL FENCE WOOD FENCE — — — — RIGHT OF WAY (ROW) AC ACP ADA AP APPROX AVE BLDG BVCCL CB CCP CDF CHU( CL CO COL CONC CSBC CSTC CULV DI DIA DIP DW E E EA EG ELEV EOP EN EXIST FF FG FL FO FOC GP HMA HORIZ HP ID E LL IN JB JT L LT LF LP WD MAX MIN MH ASPHALT CONCRETE ASPHALT CONCRETE PAVEMENT AMERICANS 10.1T11 DISABILITIES ACT ANGLE POINT APPROXIMATE AVENUE BUILDING BLACK VINYL COATED CHAIN UNK CATCH BASIN CEMENT CONCRETE PAVEMENT CONTROLLED DENSITY FILL CHAINUNK CENTERLINE CLASS CLEANOUT COLUMN CONCRETE CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CULVERT DUCTILE IRON DIAMETER DUCTILE IRON PIPE DRIVEWAY EAST OR EASTING EXISTING EACH EXISTING GROUND ELEVATION EDGE OF PAVEMENT EACH WAY EXISTING FINISHED FLOOR FINISHED GROUND FLOW UNE/FLANGE JOINT FIBER OPTIC FACE OF CURB GUARD POST HOT MIX ASPHALT HORIZONTAL HIGH POINT INSIDE DIAMETER INVERT ELEVATION ILLUMINATION INCH/1NCHES JUNCTION BOX JOINT TRENCH LENGTH LEFT LINEAR FEET LOW POINT LAKEHAVEN UTILITY DISTRICT MAXIMUM MINIMUM MANHOLE MIC MJ MON MUTCD N NAVD NO NTS OC OD P PC PCC PCCP PI P0B POE PRC PSE PT PVC PVT PVI R REC RMC ROW RR —TIE RT S sCL SIG SD SDMH SE SHT SO SS SSMH ST STA STD STCR SW M. TOC TYP UTIL VERT W WAT WSDOT YD MONUMENT IN CASE MECHANICAL JOINT MONUMENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NORTH OR NORTHING NORTH AMERICAN VERTICAL DATUM NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER PROPOSED POINT OF CURVE POINT OF COMPOUND CURVATURE PERVIOUS CEMENT CONCRETE PAVEMENT POINT OF INTERSECTION POINT OF BEGINNING POINT OF ENDING POINT OF REVERSE CURVATURE PUGET SOUND ENERGY POINT OF TANGENT POINT OF VERTICAL CURVATURE POINT OF VERTICAL TANGENT POINT OF VERTICAL INTERSECTION RADIUS RECEPTACLE RIGID METAL CONDUIT RIGHT OF WAY RAILROAD TE RIGHT SLOPE OR SOUTH SEATTLE CITY LIGHT SIGNAL STORM DRAIN STORM DRAIN MANHOLE SOUTHEAST SHEET SQUARE SANITARY SEWER SANITARY SEWER MANHOLE STREET STATION STANDARD STRUCTURE SOUTHWEST TELEPHONE TOP OF CURB TYPICAL UTILITY VERTICAL WEST WATER WASHINGTON STATE DEPARTMENT OF TRANSPORTATION YARD DRAIN 00/2.. P UBLIC' WORKS 1I EP T_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked proj eng proj dir field bk no by KPF KPF NM date 03/16 03/16 03/16 KPGr Interdisciplinary Design 3131 EGdt Ave 2502 Jefferson Ave Sude 400 Tama, WA 98402 Seale, WA 98121 (253)627-0720 (206) 286.1640 wvric pg.can 60% REVIEW 53RD AVENUE SOUTH LEGEND & ABBREVIATIONS no date revisions 381 file no 15085NDX01.DWG scale 1 = 40 date xx/xx/xx .J ._J . a F 53 3 5 53 0 i SEE ALTERNATE SEC110N Al & A2 5' 3' SIDEWALK PLANTER 1.57 11.5' SHARROW LANE GUTTER LT ELEV 2% ALTERNATE SECTION Al APPROX. STA 22+39 TO APPROX. STA 25+05 APPROX. STA 25+53 TO APPROX. STA 26+52 APPROX. STA 27+50 TO APPROX. STA 30+97 APPROX. STA 31+24 TO APPROX. STA 31+69 ALTERNATE SECTION A3 APPROX. STA 11+71 TO APPROX. STA 12+10 APPROX STA 12+42 TO APPROX. STA 12+64 APPROX. STA 13+25 TO APPROX. STA 14+53 APPROX STA 15+23 TO APPROX. STA 15+44 APPROX. STA 15+59 TO APPROX. STA 16+78 APPROX. STA 16+92 TO APPROX. STA 17+04 APPROX. STA 19+08 TO APPROX. STA 19+61 APPROX STA 19+85 TO APPROX. STA 20+25 0.50' 3' 5' 53RD AVE S CONSTR. SEE ALTERNATE SECTION A3, A4, A5, A6 & A7 11.5' ■ 1 5' SHARROW LANE GUTTER RT ELEV 2% TYPICAL SECTION A APPROX STA 10+50 TO STA 31+50 LOOKING NORTH NTS ALTERNATE SECTION A4 SIDEWALK 5' 1.5% 3' 0.50' ALTERNATE SECTION A2 APPROX. STA 10+80 TO APPROX. STA 11+32 APPROX. STA 11+54 TO APPROX. STA 12+16 APPROX. STA 12+38 TO APPROX STA 12+65 APPROX. STA 12+77 TO APPROX. STA 13+02 APPROX. STA 16+43 TO APPROX. STA 16+59 APPROX. STA 16+77 TO APPROX. STA 17+68 APPROX. STA 18+20 TO APPROX STA 20+37 ALTERNATE SECTION A5 APPROX STA 26+57 TO APPROX. STA 26+83 APPROX. STA 11+29 TO APPROX. STA 11+71 0.50' 3' 5' PLANTER SIDEWALK 1.5% ALTERNATE SECTION A6 ALTERNATE SECTION A7 APPROX. STA 20+58 TO APPROX. STA 21+09 APPROX STA 27+35 TO APPROX. STA 28+11 ALTERNATE SECTION A8 APPROX STA 28+25 TO APPROX. STA 29+46 GENERAL TYPICAL SECTION NOTES 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SEC110N 2-06 OF THE STANDARD SPECIFICATIONS. 2. ADDITIONAL ALL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED SUITABLE NATIVE OR GRAVEL BORROW. ALL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SEC110N 2-03 OF THE STANDARD SPECIFICATIONS AND PER SPECIAL PROVISIONS. 4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, THE CONTRACTOR SHALL CAREFULLY OVER —EXCAVATE TO A MAXIMUM DEPTH OF 18" AND REPLACE WITH GRAVEL BORROW OR AS DIRECTED BY THE ENGINEER. 5. ACCESS TO ADJACENT PROPERTIES MUST BE MAINTAINED AT AU. TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. MATERIAL CODE MATERIALS DESCRIPTION 1 4" HMA CL 7i" PG 64-22 2 6" MIN ROADWAY SURFACE GRINDINGS — (SUPPLEMENT WITH CSBC TO FINISH SUBGRADE) 3 TOPSOIL TYPE A PER LANDSCAPE PLANS (SEE SHEETS XX—XX) 4 2' HMA CL Xt' PG 64-22 FOR OVERLAY 5 CEMENT CONC. CURB & GUTTER PER DETAIL, SHEET 47. 6 BARK MULCH PER LANDSCAPE PLANS (SEE SHEETX XX—XX) 7 RETAINING WALL (SEE SHEETS 48-62) 8 4' CEMENT CONCRETE SIDEWALK 9 2' CRUSHED SURFACING BASE COURSE 10 COMPACTED SUBGRADE 11 FENCE OR HANDRAIL, SEE DETALS, SHEETS 61—/f 12 CEMENT CONC WALL CAP, PER DETAIL, SHEETS 61—// LEGEND HMA NEW PAVEMENT SECTION HMA OVERLAY CEMENT CONC. PAVEMENT SECTION EASING ROADWAY SURFACE GRINDINGS CRUSHED SURFACING BASE COURSE COMPACTED SUBGRADE BARK MULCH TOPSOIL TYPE A -ooi2 P U13L.IC WORKS .DEP 3-'_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked by KPF KPF NM date 03/16 03/16 03/16 proj eng proj dir field bk no KPC4 Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Side 400 Seatle, WA 98121 (206) 286-1640 Tsars, WA 98402 (253) 627-0720 vAwdq.com 60% REVIEW 53RD AVENUE SOUTH ROADWAY TYPICAL SECTIONS 4 81 file no 15085TYPSEGDWG scale 1'=aa no date revisions date xxnaVxx n n . J gs\Contract\15085DET01,dwg 12/14/2016 5 0 0 i EXISTING MAILBOX, MOUNT ON 2"x10" TREATED WOOD PLATFORM, SIZE TO FIT. MOUNT PLATFORM TO POST WITH AT LEAST (3) ." DIAM., 3-1/2" LENGTH GALVANIZED LAG SCREWS WITH FLAT WASHERS. MOUNT BOX(S) TO PLATFORM VAN AT LEAST (4) 3- 1/2" GALVANIZED WOOD SCREWS. MULTIPLE BOXES (IF APPLICABLE) NEWSPAPER BOX (IF APPLICABLE) FURNISH AND INSTALL NEW 4"X4" TREATED WOOD OR AS DIRECTED BY THE ENGR. (TYP) HMA OVERLAY TO BE FLUSH WITH PAVEMENT. SFAI JOINT WITH AR4000 1' (TYP I I 3' PLANTER 5' SIDEWALK FRONT NEW SIDE VIEW 1 GRIND EXISTING ROADWAY TO FORM BUTT JOINT BUTT JOINT DETAIL NTS 3—#4 CONT. w/ 2' MIN. LAP L#4°18" INTEGRAL CURB NTS 0"-12" 12" PVC SLEEVE, 18" MIN. LENGTH CSBC BACKFILL BETWEEN SLEEVE AND 4X4 POST CONC BACKFILL NOTE: 1. COORDINATE LOCATION OF MAILBOX WITH LOCAL POSTMASTER. 2. REFER TO WSDOT STD PLANS H-70.10-01 THROUGH H-70.30-02. MAILBOX RELOCATION DETAIL NTS HMA OVERLAY EXISTING ROADWAY SEE PLANS FOR SIDEWALK WIDTH NOTES: 1. H NOT TO EXCEED 2'-6" 2. IF H<6", NO REBAR REQUIRED SIDE VIEW 2 LIMITS OF INTEGRAL CURB 5' SIDEWALK STATION OFFSET BEGIN xxxx xxxx END xxxx xxxxx BEGIN xxxx xxxxx END xxxx xxxxx BEGIN xxxx xxxxx END xxxx xxxxx THICKENED EDGE SIDEWALK NTS LIMITS OF THICKENED EDGE STATION OFFSET BEGIN xxxxx xxxxx END xxxxx xxxxx BEGIN xxxxx xxxxxx END xxxx xxxxx I 3 F u 0 } £/tX/2 � P Z�BLIC WORKS DEP T_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked prof eng prof dir field bk no KPGr Interdisciplinary Design 3131EltollAre 2502Jefferson Aim Sete 403 Seattle, WA 98121 (206) 286-1540 Tacoma, WA98402 (253) 621-0720 60% REVIEW 53RD AVENUE SOUTH ROADWAY DETAILS 5 81 file no 15085DET01.DWG scale 1• = ao, no date revisions date xx/xx/xx / r 1 i n J ngs\Controct\15085DET01.dwg 11/7/2016 11:49 AM SAWCUT IN NEAT VERTICAL UNE, SEAL WITH PAVING OIL EXISTING PAVEMENT, DEPTH VARIES 2'HMA CLPG 64-22 OVERLAY, WHERE SHOWN ON PLANS 4' HMA CL 1¢' PG 64-22 1' 1 PAVED AREAS WIDTH VARIES, SEE PLANS SIDEWALK AREAS 6' CSBC i���� ,�-%//////ZZAIP7 FOR SPECIFIED BACKFILL, SEE BACKFILL NOTES THIS SHEET GRAVEL BACKF1LL FOR PIPE ZONE BEDDING SDP, SIZE AS SHOWN ON PLANS TRENCH BACKFILL NOTES: a 3 4' CEMENT CONC. SIDEWALK 2' CSBC COMPACTED SUBGRADE UNDISTURBED SUBGRADE MAX. PAY UMIT AID + 30' FOR 8"o & 12.0 SDP •(1.5 • ID) + 18' FOR SDP 18'0 OR GREATER, WHERE ID IS NOMINAL PIPE DIAM. 1. UNDER SIDEWALK AND HMA PAVEMENT AREAS, BACKFILL WITH GRAVEL BORROW OR SUITABLE NAME BACKFILL F APPROVED BY 1HE ENGINEER, UP TO SUBGRADE ELEVATION 2. NATIVE BACKI1LL MATERIALS SHALL ONLY BE USED WHEN APPROVED BY THE ENGINEER, THEREFORE THE CONTRACTOR SHALL ASSUME ALL TRENCHES SHALL BE BACKFILLED WITH SELECT MATERIALS. TYPICAL SDP TRENCH DETAIL NTS NOTES: 1. A 4' STAINLESS STEEL DISC PAINTED (BLUE) MARKER 'NO DUMPING DRAINS TO STREAM" SHALL BE INSTALLED AT ALL GRATED CATCH BASIN LOCATIONS. 2. WHERE CATCH BASIN IS ADJACENT TO CURB, STORM DRAIN MARKER SHALL BE PLACED ON TOP OF 1HE CURB FACING THE SIDEWALK. 3. WHERE CATCH BASIN IS NOT ADJACENT TO CURB, STORM DRAIN MARKER SHALL BE PLACED ON 1HE ROADWAY AS DIRECTED BY THE ENGINEER. STORM DRAIN MARKER NTS e,- 00n. PUBLIC WORKS D H:PT_ * ENGINEERING*STREETS *WATER* SEWER*BUILDING * designed drawn checked prof eng proj dir field bk no by xxx ## xx KPC4 Interdisciplinary Design 3131Eke Ave 2502 Jefferson Ave Sole 400 Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0720 (206) 286.1640 wawJWg.com 60% REVIEW 53RD AVENUE SOUTH DRAINAGE DETAILS 6 81 file no 15085DETOI.DWG scale t•=40 no date revisions date xx/xx/xx '1 • r� • K:\PROJECTS\TUKWILA\15085 — 53rd Ave S\DESIGN\Drawings\Controct\15085SPN01.dwg 11/7/2016 12 STA 199+53.86" -1 S 1- --`I 45 _r FENCE 35 LF 26 LF FENCE TR FENCE WALKWAY 32 LF SITE PREPARATION LEGEND CB 1002 RM 169.19 iE 166.8 E. 8" CPP IE166.8 N, 8" CPP SSMH 1001 RIM 168.98 ROCKERY IF 156.0.S-N'44'Oe-" • rt ///////////// IMMO PULVERIZE EXISTING HMA UMITS CEMENT CONC. PAVEMENT REMOVAL UMITS CEMENT CONC. CURB REMOVAL UMITS CATCH BASIN INLET PROTECTION INSERT SAWCUT UNE SILT FENCE APPROXIMATE CLEARING UMITS REMOVE DECIDUOUS NEE REMOVE CONIFEROUS NEE - 53R! f VE-S- a 4 MAILBOX MAILBOX YO 5407 RIM 154.21 IE 153.5 NE, 3" PLASPC PLAN 0 10 20 40 60 SCALE IN FEET RIM 153.90 F 151.4 S. 8" CPP 151.3 N, 8" CPP SSM 1004 RIM 51.18 CB 1003 IE 140.7 S-N 0 CL ROCKERY d CB 1007 RIM 150.31 E 148.0 W, 8" CPP E 147.8 E, 12 CONC E 147.8 N, 121 CONC Y0 1005 RIM 151.23 IE 149.9 W. 4" PVC 149.9 NE, 4" PVC ROCKERY (2) MAILBOX All BOX CB 1006 RIM 150.39 IE 147.9 E, 8" IE 148.0 S, 8' E 148.0 N, 8" SD I cB 1008 fi RIM 150.36 E 148.0 S, 8" CP 147.9 W, 12"C CB 1009 RIM 150.33 E 148.1 N, 8" CPP GENERAL SITE PREPARATION NOTES 1. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS AS SHOWN ON THE PLAN, AND IN NEW CATCH BASINS AT THE 11ME OF INSTALLATION. 2. USE CAUTION WHEN EXCAVATING IN PROXIMITY OF EXISTING JUNCTION BOXES, DRAINAGE STRUCTURES. AND SEWER STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO JUNCTION BOXES, MANHOLE CONE SECTIONS, AND CATCH BASINS. 3. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE UNTIL NEW FACIUIIES ARE COMPLETE AND OPERATIONAL 4. APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING UMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 5. SAVE A PROTECT ALL EXISTING VEGETATION OUTSIDE OF UMITS OF CLEARING AND GRUBBING. 6. FOR STORM DRAINAGE REMOVAL AND ABANDONMENT, SEE STORM DRAINAGE PLAN & PROFILE SHEETS 21 - 25. 7. FOR WATER RELOCATIONS AND REMOVALS, SEE WATER PLAN SHEETS 27 - 35. 8. FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE ILLUMINATION AND CHANNEUZATION PLAN SHEETS 63 - 67. 9. FOR TREATMENT OF EXISTING LUMINAIRE AND ASSOCIATED EQUIPMENT, SEE ILLUMINATION AND CHANNEUZATION PLAN SHEETS 63 - 67. 10. FOR TREATMENT OF EXISTING FRANCHISE UTILITY EQUIPMENT, SEE JOINT UILITY TRENCH PLANS SHEETS 76 - 80. CONSTRUCTION NOTES 0 PULVERIZE EXISTING PAVEMENT IN PLACE FOR RECYCLED HMA. 0 REMOVE CURB AND GUTTER. 31 REMOVE SIDEWALK. 0 SAWCUT AND REMOVE CEMENT CONCRETE DRIVEWAY 0 REMOVE 0 REMOVE EXTRUDED CURB. O7 UTILITY TO BE REMOVED AND RELOCATED BY OTHERS. 8 PRESERVE AND PROTECT TREE. SEE TREE PROTECTION DETAIL, SHEET X 0 PRESERVE AND PROTECT. 0 RELOCATE. CI)ADJUST MANHOLE SEWER DOWN TO MATCH EXISTING GRADE AFTER PAVEMENT PULVE RING. 6/& - 000/2. P UB�.IC WORKS DEFT_ * ENGINEERING *STREETS *WATER*SEWER*BUILDING* designed drawn checked proj eng proj dir field bk no by xx xx xx date xx xx xx Interdisciplinary Design 3131 ELM Ave 2502 Jefferson Ave Suite 400 Tampa, WA 98402 Seattle, WA 98121 (253) 627-0720 (206) 286.1640 wedpg.com 60% REVIEW 53RD AVENUE SOUTH SITE PREPARATION & TESC PLAN 53RD AVE S STA 10+00 TO STA 14+50 7 81 file no 15085SPN01.DWG scale P=40' no date revisions date xx/xx/xx ngs\Contract\15085SPN01.dwg 11/7/2016 12:40 MATCH LINE STA 14+ CB 1010 RIM 149.92 IE 146 6 W. 12" CONC .E 146.6 S, 12' CONC E 146.5 N, 12" CONC WALKWAY 08 1012 RIM 150.32 E 148.7 W, 4' PVC 1E 148.0 S, 8' CPP RIM 150.14 0 I.8.3 S-N 0 CL HEDGE SITE PREPARATION LEGEND (3 PILLAR I RIM 109 (IE 147.450.N, 8"CPP 1 CB 1014 I RIM 149.24 ,E 146.5 S, CPP 1E 146.5 E, " CPP CB 1015 RIM 148.87 ,,yy E 146.3 W, ✓ CPP .0 144,9 S, 1 " DAP ,E 144.9 N, 1' CAP so 16 '53RD AVE S f . (5) MALBOX ///////////// Ann PULVERIZE EXIS11NG HMA OMITS CEMENT CONC. PAVEMENT REMOVAL UMITS CEMENT CONC. CURB REMOVAL UMITS CATCH BASIN INLET PROTECTION INSERT SAWCUT LINE SILT FENCE APPROXIMATE CLEARING OMITS WALKWAY ROCKERY TREE I I STAIRS HEDGE PLAN 0 10 20 40 60 SCALE IN FEET WALL cn cn z FENCE CB 1016 RIM 142.89 E 140.4 S, 12" PAP E 140.2 N, 12" DAP FENCE SDMH 5188 RIM 142.14 E 134.1 SW, 6' CONC E 134.1 SE, 6" CONC E 133.7 NW, 18' CONC 7 133.6 NE, 15" CONC _ 133.6 S, 12' CONC CBLV 5162 E 133.8, 15' CONC CtLV 5158 IE 135.5, 4° PVC :SMH 1017 .M 142.74 E 130.7 S,W-N 0 CL CB 1018 R94 14204 IE 139.6 W, 12" IRON '0 138.6 S. 12° OP E 138.6 N, 12' CMP 4 (2) MALBOX " PA.'71.11=1t111�7. .40 4 MALBOX 2) GUARD POST SOMH 1019 11 RIM 142.55 _ 133.3 SE, 18" CONC E133.3 N, 18" CONC ( GENERAL SITE PREPARATION NOTES 1. CATCH BASIN INSERTS SHALL BE PLACED IN AU. EXISTING CATCH BASINS AS SHOWN ON THE PLAN, AND IN NEW CATCH BASINS AT THE TIME OF INSTALLATION. 2 USE CAUTION WHEN EXCAVATING IN PROXIMITY OF EXISTING JUNCTION BOXES, DRAINAGE STRUCTURES, AND SEWER STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO JUNCTION BOXES, MANHOLE CONE SECTIONS, AND CATCH BASINS. 3. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE UNTIL NEW FACIUIIES ARE COMPLETE AND OPERATIONAL. 4. APPROXIMATE CLEARING UMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING UMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 5. SAVE A PROTECT AU. EXISTING VEGETATION OUTSIDE OF OMITS OF CLEARING AND GRUBBING. 6. FOR STORM DRAINAGE REMOVAL AND ABANDONMENT, SEE STORM DRAINAGE PLAN & PROFlLE SHEETS 21 - 25. 7. FOR WATER RELOCATIONS AND REMOVALS, SEE WATER PLAN SHEETS 27 - 35. 8. FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE ILLUMINATION AND CHANNEUZATION PLAN SHEETS 63 - 67. 9. FOR TREATMENT OF EXISTING LUMINAIRE AND ASSOCIATED EQUIPMENT, SEE LLUMINATION AND CHANNEUZATION PLAN SHEETS 63 - 67. 10. FOR TREATMENT CF EXISTING FRANCHISE UTILITY EQUIPMENT, SEE JOINT U11UTY TRENCH PLANS SHEETS 76 - 80. CONSTRUCTION NOTES 0 PULVERIZE EXISTING PAVEMENT IN PLACE FOR RECYCLED HMA. 2O REMOVE CURB AND GUTTER. U REMOVE SIDEWALK. 4O SAWCUT AND REMOVE CEMENT CONCRETE DRIVEWAY 0 REMOVE © REMOVE EXTRUDED CURB. 0 UTILITY TO BE REMOVED AND RELOCATED BY OTHERS. 8 PRESERVE AND PROTECT TREE SEE TREE PROTECTION DETAIL SHEET X O PRESERVE AND PROTECT. 0 RELOCATE. CI)ADJUST MANHOLE SEWER DOWN TO MATCH DOSING GRADE AFTER PAVEMENT PULVERIZING. PUBLIC WORKS D * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked proj eng proj dir field bk no by xx xx xx date xx xx xx Interdisciplinary Design 3131 Elidt Ave 2502 Jefferson Ave Suite 4130 Seattle, WA 98121 (206) 28.1640 Tama, WA 98402 (253)627-0720 WWWJlg.can 60% REVIEW 53RD AVENUE SOUTH SITE PREPARATION &TESC PLAN 53RD AVE S STA 14+50 TO STA 19+00 J 881 file no 15085SPN01.DWG scale 1 = as no date revisions date XYOxxixx 1 .1 u :\PROJECTS\TUKWILA\15085 — 53rd Ave S\DESIGN\Drowings\Controct\15085SPNO1.dwg 11/7/2016 12 Q 0 W Q CB 1021 RIM 135.36 IE 132.5 S, 12 CLIP IE 132.5 N, 12' CMP CB 10�0 RIM 138.68 :E 133.80,8" CONC :E 133.2 5, 18" CONC :f. 133.1 N, 18" CONC SITE PREPARATION LEGEND CB 1022 RIM 134.67 1E 132.5 5, 18' CONC IE 132.2 N, 18' CONC HEDGE ///////////// 0 PULVERIZE EXISTING HMA OMITS CEMENT CONC. PAVEMENT REMOVAL LIMITS CEMENT CONC. CURB REMOVAL UMITS CATCH BASN INLET PROTECTION INSERT SAWCUT UNE SILT FENCE APPROXIMATE CLEARING UMITS REMOVE DECIDUOUS TREE REMOVE CONffEROUS TREE I I ROCKERY C8 RIM 1291024.77 IE 126.4 S, 12' GMP E 126.4 N, 12' CMP 0 (4) MAILBOX FENCE CB 1043 RIM 130.89 IE 128.1 S, 18' CONC I.= 128.1 N, 18" CONC CB 1023 RIM 133.32 IE 130.5 S, 18" CONC IE 130.5 N, 18' CONC PLAN 0 10 20 40 60 SCALE IN FEET WALKWAY F (3) MAILBOX CULV 4068 127.7, 12' CMP CB 1025 1 RIM 128.83 IE 125.5 W. 12' CMP .y IE 125.5 S, 12" CMP r IE 125.5 N, 12" CMP// SSM , 1026 KM 129.21 E 114.6 S,W-N 0 CL \ TREE, \ CB TYPE it 1028 RIM 128.24 :E 125.6 W, 12' RON 125.5 S. 18' CONC :E 125.5 N, 18" CONC t-- Q M W GENERAL SITE PREPARATION NOTES 1. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS AS SHOWN ON THE PLAN, AND IN NEW CATCH BASINS AT 1HE TIME OF INSTALLATION. 2. USE CAUTION WHEN EXCAVATING IN PROXIMITY OF EXOSTING JUNCTION BOXES, DRAINAGE STRUCTURES, AND SEWER STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO JUNCTION BOXES, MANHOLE CONE SECTIONS, AND CATCH BASINS. 3. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE UN11L NEW FACIUTIES ARE COMPLETE AND OPERATIONAL 4. APPROXIMATE CLEARING UMITS ARE SHOWN ON 1HE PLAN. ACTUAL CLEARING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 5. SAVE A PROTECT ALL EXISTING VEGETATION OUTSIDE OF UMITS OF CLEARING AND GRUBBING. 6. FOR STORM DRAINAGE REMOVAL AND ABANDONMENT, SEE STORM DRAINAGE PLAN & PROFILE SHEETS 21 - 25. 7. FOR WATER RELOCATIONS AND REMOVALS, SEE WATER PLAN SHEETS 27 - 35. a FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE ILLUMINATION AND CHANNEUZAION PLAN SHEETS 63 - 67. 9. FOR TREATMENT OF EXISTING LUMINAIRE AND ASSOCIATED EQUIPMENT, SEE HLLUMINATON AND CHANNEUZATION PLAN SHEETS 63 - 67. 10. FOR TREATMENT OF EXISTING FRANCHISE UTIUTY EQUIPMENT, SEE JOINT UTILITY TRENCH PLANS SHEETS 76 - 80. CONSTRUCTION NOTES O PULVERIZE EXISTING PAVEMENT IN PLACE FOR RECYCLED HMA. 0 REMOVE CURB AND GUTTER. REMOVE SIDEWALK. 4O SAWCUT AND REMOVE CEMENT CONCRETE DRIVEWAY 0 REMOVE 0 REMOVE EXTRUDED CURB. 0 UTIUTY TO BE REMOVED AND RELOCATED BY OTHERS. 8 PRESERVE AND PROTECT TREE. SEE TREE PROTECTION DETAIL, SHEET X. 0 PRESERVE AND PROTECT. 0 RELOCATE 11 ADJUST MANHOLE SEWER DOWN TO MATCH EXISTING GRADE AFTER PAVEMENT PULVERIZING. era, cote. PUBLIC WORKS DEFT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked prof eng prof dir field bk no by ## xx xx Interdisciplinary Design 3131 Elliott Ave 2502 Jefferson Aye Suite 400 Seattle, WA 98121 (206) 286.1640 Tacoma, WA 98402 (253) 627-0720 WWWJglg.can 60% REVIEW 53RD AVENUE SOUTH SITE PREPARATION &TESC PLAN 53RD AVE S STA 19+00 TO STA 23+50 file no 15085SPN01.DWG scale 1'=40' no date revisions date xXVUXuxx r� r1 J s\Controct\15085SPN01.dwg 11/7/2016 12:41 PM 53rd Ave S\DESIGN\Dr SDMH 1029 RM 125.25 E 121.3 E, 12" CONC F 121.1 SE. 12° CONC '.E 120.8 S. 18" CONC 120.8 N, 18" CONC 24.58 \ 6 S1E-N 6 CI. 28 TYPE I. 1032 2'M 126.62 E 122.6± NW, 12" CONC 3 47 LF SITE PREPARATION LEGEND MAILBOX CB TYPE I: 1034 RIM 124.32 IE 120.7 S, 18" CONC IE 120.7 N, 18" CONC GP WATER.VALVE CB 1033 RIM 124.83 It 120.8 S, 18" CONC IE 120.7 N, 18° CONC 35 LF STA 24+21.52 47.06' RT ///////////// PULVERIZE EXISTING HMA UMITS CEMENT CONC. PAVEMENT REMOVAL UMITS CEMENT CONC. CURB REMOVAL UMITS CATCH BASIN INLET PROTECTION INSERT SAWCUT UNE SILT FENCE APPROXIMATE CLEARING UMITS REMOVE DECIDUOUS TREE REMOVE CONIFEROUS TREE i So WALKWAY MAILBOX PLAN 0 10 20 40 60 SCALE IN FEET Ca FENCE R84 115.17 E 112.4 S, 18- CONC E 112.4 N, 18" CONC MAILBOX I STA 27+33.91 56.36' LT 1 SSMH 1036 / RIM 113.04 108.4 SW; 9 80TOM OF DROP -PIPE I0 98.4 S,C-N 0 C: 037 12 nz.2a 109.7 S, 18" CONC 109.4 N, 18" CONC (4) MAILB TA 27+18.13 50.21' RT 4) MAILBOX 1J GENERAL SITE PREPARATION NOTES 1. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS AS SHOWN ON THE PLAN, AND IN NEW CATCH BASINS AT THE 11ME OF INSTALLATION. 2. USE CAUTION WHEN EXCAVATING IN PROXIMITY OF EXISTING JUNCTION BOXES, DRAINAGE STRUCTURES, AND SEWER STRUCTURES CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO JUNCTION BOXES, MANHOLE CONE SECTIONS, AND CATCH BASINS 3. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL 4. APPROXIMATE CLEARING UMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING UMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 5. SAVE A PROTECT AU. EXISTING VEGETATION OUTSIDE OF UMITS OF CLEARING AND GRUBBING. 6. FOR STORM DRAINAGE REMOVAL AND ABANDONMENT, SEE STORM DRAINAGE PLAN & PRORLE SHEETS 21 - 25. 7. FOR WATER RELOCATIONS AND REMOVALS, SEE WATER PLAN SHEETS 27-35. 8• FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE ILLUMINATION AND CHANNEIJZAI1ON PLAN SHEETS 63 - 67. 9. FOR TREATMENT OF EXISTING LUMINAIRE AND ASSOCIATED EQUIPMENT, SEE ILLUMINATION AND CHANNEUZATION PLAN SHEETS 63 - 67. 10. FOR TREATMENT OF EXISTING FRANCHISE U11UTY EQUIPMENT, SEE JOINT UTIUTY TRENCH PLANS SHEETS 76 - 80. CONSTRUCTION NOTES O PULVERIZE EXISTING PAVEMENT IN PLACE FOR RECYCLED HMA. 0 REMOVE CURB AND GUTTER, V REMOVE SIDEWALK. 0 SAWCUT AND REMOVE CEMENT CONCRETE DRIVEWAY 0 REMOVE. 0 REMOVE EXTRUDED CURB. 0 UTIUTY TO BE REMOVED AND RELOCATED BY OTHERS. OPRESERVE AND PROTECT TREE. SEE TREE PROTECTION DETAIL, SHEET X. 0 PRESERVE AND PROTECT. 0 RELOCATE. owt PUSLIC WORKS ZDEPT_ * ENGINEERING *STREETS *WATER*SEWER*BUILDING* designed drawn checked pro) eng prof dir field bk no by xx xx xx date xx xx xx KPC4 Interdisciplinary Design 3131 Elicit Ave 2502 Jefferson Ave Suite 400 Seattle, WA 98121 (206) 286-1640 Tacoma, WA 98402 (253)627-0720 WxWJeg.com 60% REVIEW 53RD AVENUE SOUTH SITE PREPARATION &TESC PLAN 53RD AVE S STA 23+50 TO STA 28+00 no date revisions J 10 81 file n0 15085SPN01.DWG scale r = as date XX/XX/XX J --1 '-1 -4 7 ings\Controct\15085SPN01.dwg 11/7/2016 12:41 \PROJECTS\TOKWILA\15085 — 53rd Ave S\DESIGN\0ra TREE © TREE 4 MILO SITE PREPARATION LEGEND GUARD POST CB 1484 RIM 97.14 93.0 S, 6° PVC GUARD POSY CB 1038 RIM 100.95 98.3 S, 18" CONC IE 98.3 N, 18' CONC ///////////// PULVERIZE EXISTING HMA UMITS CEMENT CONC. PAVEMENT REMOVAL UMITS CEMENT CONC. CURB REMOVAL UNITS CATCH BASIN INLET PROTECTION INSERT SAWCUT UNE SILT FENCE APPROXIMATE CLEARING UNITS REMOVE DECIDUOUS TREE REMOVE CONIFEROUS TREE ji I I II SS 1040 100.47 7.5 5-N ® CL FENCE 176 LF C8 1039 RIM 100.34 1E 97.5 S, 18" CONC I0 97.5 N, 18" CONC PLAN 0 10 20 40 60 SCALE IN FEET Y7.1K4cr CB 1041 918 96.58 IE 94.4 E, 12"C0 IE 93.9 S, 18" CON IE 93.9 N, 18° CONC ROCKERY 20 LF - CB 1042 RIM 91.65 88.8 5, 18" CONC E 88.8 N, 18" IRON C8 1367 RIM 89.76 E 86.8 S, 18" RON 86.5 W, 18" IRON A 32+17.48 90' LT CB 1369 RIM 86.73 E 83.9 NE, 83.1 E, 11 E 82.9 W, 1 CB 1368 RIM 88.94 86.1 E, 1 IE 86.1 W, 1 5584 137 RIM 88.94 IE 81.5 S- STA 32+21.92 3.67'\RT N GENERAL SITE PREPARATION NOTES 1. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS AS SHOWN ON THE PLAN, AND IN NEW CATCH BASINS AT 1HE TIME QF INSTALLATION. 2. USE CAUTION WHEN EXCAVATING IN PROXIMITY OF EXISTING JUNCTION BOXES, DRAINAGE STRUCTURES, AND SEWER STRUC1URES. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO JUNC710N BOXES, MANHOLE CONE SECTIONS, AND CATCH BASINS. 3. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS 1HAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. 4. APPROXIMATE CLEARING OMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING UNITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 5. SAVE A PROTECT AU. EXISTING VEGETATION OUTSIDE OF UNITS OF CLEARING AND GRUBBING. 6. FOR STORM DRAINAGE REMOVAL AND ABANDONMENT, SEE STORM DRAINAGE PLAN & PROFILE SHEETS 21 - 25. 7. FOR WATER RELOCAI10NS AND REMOVALS, SEE WATER PLAN SHEETS 27-35. & FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE ILLUMINATION AND CHANNEUZATION PLAN SHEETS 63 - 67. 9. FOR TREATMENT OF EXISTING LUMINAIRE AND ASSOCIATED EQUIPMENT, SEE LLUMINAIION AND CHANNEUZAIION PLAN SHEETS 63 - 67. 10. FOR TREATMENT OF EXISTING FRANCHISE U11UTY EQUIPMENT, SEE JOINT U11UTY TRENCH PLANS SHEETS 76 - 80. CONSTRUCTION NOTES O PULVERIZE EXISTING PAVEMENT IN PLACE FOR RECYCLED HMA. 0 REMOVE CURB AND GUTTER. ® REMOVE SIDEWALK. 0 SAWCUT AND REMOVE CEMENT CONCRETE DRIVEWAY 0 REMOVE © REMOVE EXTRUDED CURB. U11UTY TO BE REMOVED AND RELOCATED BY OTHERS. 8 PRESERVE AND PROTECT TREE. SEE TREE PROTECTION DETAIL, SLEET X 0 PRESERVE AND PROTECT. 0 RELOCATE. 11 ADJUST MANHOLE SEWER DOWN TO MATCH EXISTING GRADE AFTER PAVEMENT PULVERIZING. e/c- OG/Z PUBLIC WORKS L,EPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked prof eng prof dir field bk no by xx xx xx date xx xx XX KPQ Interdisciplinary Design 3131 Elidt Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0220 (206)286.1640 WWWJgg.com 60% REVIEW 53RD AVENUE SOUTH SITE PREPARATION &TESC PLAN 53RD AVE S STA 28+00 TO STA 32+05 (11 81 file no 15085SPN01.DWG scale r = ao• no date revisions date xxncx/xx • f J K:\PROJECTS\TUKYALA\15085 — 53rd Ave S\DESIGN\Orawings\Contract\15085RD01.dwg 11/7/2016 0 f SEE INTERSECTION • DETAIL, SHEET 18 0 I 1 175 170 165 160 155 150 G o k -- FO _2:..........................................0.54 1 I I • • • COTTER • LT ELEV E 145 E69 09 W _.._....._.._.._.._TTFE._RTR V 10+00 ME 0 WALL 1 1 HP STA = 10+79.52 HP ELEV = 169.95 PM STA = 11+24.84 PN ELEV = 170.21 100.00' VC ad EXISTING.. GROUND AT CONSTRUCTION _CL -� 1 PVT. STA..>s..12+95.06 PVT. ELEV .=..162.12 WALL 2 t 0 L� 3) (2) WALL 3 0 majiw!w!®lilmum 0 WALL113 PLAN 0 0 10 20 40 60 SCALE IN FEET "O 0 0 c/D WALL 14 ALL14 ©_ 0 0 Wi...M\Th314AMMONIIMIC2=74 EMI. Mil AM::194M WIN Ilk (2) WALL 15 0 2) sr.-4 F Ems ri o 111 in N + N 130:004/G N • PROPOSED GROUND AT CONSTR.UCTK)N..CL 160,59 169180 16948 169s48 169172 160:48 11+00 1669.5 16719 166:05 162.01 16222 162.01 12+00 PUBLIC' WORKS DEPT_ * ENGINEERING *STREETS *WATER*SEWER*BUILDING* PROFILE designed drawn checked by xx xx xx 1571Q0 157120 157100 date xx xx xx pros eng proj dir field bk no KPC Interdisciplinary Design 3131Elo8Ate 2502Jefferson Ave Suite 400 Tacoma, WA 98402 Seale, WA 98121 (253) 627-0720 (206)286-1640 wewJWg.can 153.51 15370 153.51 13+00 60% REVIEW Cef 0. d 0.72X 15164 15185 15164 15115 151136 15115 14+00 w J ROADWAY PLAN & PROFILE GENERAL NOTES 1. CONSTRUCT CEMENT CONC. CURB. GUTTER, AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4. 2. FOR SIDEWALK TRANSITIONS, PAVEMENT TRANSITIONS, AND CURB POINTS NOT SHOWN ON ROADWAY PLAN SHEETS, SEE DRIVEWAY PLAN AND PROFILES, SHEETS 36-47. 3. FOR REMOVALS, SEE SITE PREPARATION PLAN, SHEETS 7-11. 4. FOR STORM DRAINAGE PLAN AND PROFILES, SEE SHEETS 21-25. 5. FOR WATER AND SEWER PLANS, SEE SHEETS 27-35. 6. FOR ILLUMINATION AND CHANNEUZATION PLANS SEE SHEETS 63-68. 7. FOR LANDSCAPE PLANS & DETAILS, SEE SHEETS 69-75. 8. FOR JOINT UTILITY TRENCH PLANS & DETAILS, SEE SHEETS 76-81. CONSTRUCTION NOTES 0 MATCH EXISTING. OCONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE TYPE 2 AND RECONSTRUCT DRIVEWAY AS SHOWN ON SHEETS 36-47. O CONSTRUCT CEMENT CONC. DRIVEWAY TYPE 1 AND RECONSTRUCT DRIVEWAY AS SHOWN ON SHEETS 36-47. OCONSTRUCT MODULAR BLOCK CUT WALL SEE WALL PLAN, ELEVATION, AND DETAIL SHEETS 48-62. v.:"CONSTRUCT MODULAR BLOCK FILL WALL SEE WALL PLAN, ELEVATION, AND DETAIL SHEETS 48-62 OCONSTRUCT STRUCTURAL EARTH FILL WALL SEE WALL PLAN, ELEVATION, AND DETAIL SHEETS 48-62. OCONSTRUCT STRUCTURAL EARTH CUT WALL SEE WALL PLAN, ELEVATION, AND DETAIL SHEETS 48-62. g ADJUST SEWER MANHOLE/VAULT TO GRADE. COORDINATE WITH CITY OF TUKWILA. 0 ADJUST MONUMENT CASE AND COVER TO GRADE. 11 ADJUST UTIUTY MANHOLE/VAULT TO GRADE COORDINATE WITH UTILITY. 12 ADJUST GAS VALVE TO GRADE. COORDINATE WITH PUGET SOUND ENERGY. 0 RELOCATE EXISTING MAILBOX PER DETAL SHEET 5. 175 14 RELOCATE TELEPHONE RISERS BY OTHERS. 15 INSTALL STEEL PIPE HAND RAL, PER CITY OF TUKWILA STD DETAIL RS-05. 170 16 CONSTRUCT CEMENT CONC. PARALLEL CURB RAMP TYPE A PER WSDOT STANDARD PLAN F-40.12-03. 21 CONSTRUCT CEMENT CONC. STAIRS AND OR WALKWAY PER DETAIL SHEET 5. 165 _.._.._.._160 ROADWAY PLAN & PROFILE LEGEND 155 4//////iJ 150 15079 15100 15079 145 14+50 53RD AVENUE SOUTH x HMA FOR NEW PAVEMENT SECTION CEMENT CONC. SIDEWALK AND/OR PAVEMENT CRUSHED SURFACING BASE COURSE MODULAR BLOCK OR STRUCTURAL EARTH WALL FENCE EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY EXISTING PROPERTY LINE E/4 o 0 ROADWAY PLAN & PROFILE 53RD AVE S STA 10+00 TO STA 14+50 no date revisions 12 81 file no 15085R001.DWG scale 1• = 40' date xx/xx,xx / •1 a s\Contract\15085R001.dwg 11/7/2016 :\PROJECTS\TUKKILA\15085 — 53rd Ave S\DESIGN\Dr 170 165 WAU. 17 WALL 6 I WAU. 18 PLAN \-rof 0 10 20 40 60 SCALE IN FEET SEE INTERSECTION DETAILS, SHEET 18 I I I l '1 S 142ND I WALL 7 160 . 155 150 145 140 PVI STA =_ 16+00.97 PVI ELEV 149.91 80.01' VC PV1 STA = 17+41.86 PV1 ELEV - 144.18 .PROPOSED. GROUND AT..CONSTRUCTION .CL Gu1TEd..LT.EIEV ELEV 135-..GUTIEA..RT-.ELEV. 150 43 150 64 150 43 15+00 15QQ7 15028 1.50 07 149 36 149 60 149 38 16+00 147.71 147, 92 145 67 145 88 14567 17+00 PROFILE 143 144 143 84 04 84 142 84 142 63 18+00 141,48 141;69 14148 1- x N 0 MATCH LINE ST ROADWAY PLAN & PROFILE GENERAL NOTES 1. CONSTRUCT CEMENT CONC. CURB, GUTTER, AND SIDEWAU( PER TYPICAL SECTIONS, SHEET 4. 2. FOR SIDEWAU( TRANSITIONS, PAVEMENT TRANSITIONS, AND CURB POINTS NOT SHOWN ON ROADWAY PLAN SHEETS, SEE DRIVEWAY PLAN AND PROFILES, SHEETS 36-47. 3. FOR REMOVALS, SEE SITE PREPARATION PLAN, SHEETS 7-11. 4. FOR STORM DRAINAGE PLAN AND PROFILES, SEE SHEETS 21-25. 5. FOR WATER AND SEWER PLANS, SEE SHEETS 27-35. 6. FOR ILLUMINATION AND CHANNEUZAT1ON PLANS SEE SHEETS 63-68. 7. FOR LANDSCAPE PLANS & DETAILS, SEE SHEETS 69-75. 8. FOR JOINT U71UTY TRENCH PLANS & DETAILS, SEE SHEETS 76-81. CONSTRUCTION NOTES 0 MATCH EXISTING. OCONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE TYPE 2 AND RECONSTRUCT DRIVEWAY AS SHOWN ON SHEETS 36-47. OCONSTRUCT CEMENT CONC. DRIVEWAY TYPE 1 AND RECONSTRUCT DRIVEWAY AS SHOWN ON SHEETS 36-47. OWALL CONSTRUCT MODULAR BLOCK CUT SEE WALL PLAN, ELEVATION, AND DETAIL SHEETS 48-62. OCONSTRUCT MODULAR BLOCK FILL WALL SEE WALL PLAN, ELEVATION, AND DETAIL SHEETS 48-62. OCONSTRUCT STRUCTURAL EARTH CUT WALL SEE WALL PLAN, ELEVATION, AND DETAIL SHEETS 48-62. gOADJUST SEWER MANHOLE/VAULT TO GRADE. COORDINATE WITH CITY OF TUKWILA. 10 ADJUST MONUMENT CASE AND COVER TO GRADE (? ADJUST UTIUTY MANHOLE/VAULT TO GRADE. COORDINATE WITH UTIUTY. 12 ADJUST GAS VALVE TO GRADE. COORDINATE WITH PUGET SOUND ENERGY. 0 RELOCATE EXISTING MAILBOX PER DETAIL SHEET 5. 170 0 RELOCATE TELEPHONE RISERS BY OTHERS 2O CONSTRUCT CEMENT CONC. SINGLE DIRECTION CURB RAMP TYPE 8 PER WSDOT STANDARD PLAN F-40.15-03. 165_.. 21 CONSTRUCT CEMENT CONC. STAIRS AND OR WALKWAY PER DETAIL SHEET 5. 160 155 150 145 140 140;33 140[54 144133 135 19+00 ROADWAY PLAN & PROFILE LEGEND 1/////// x HMA FOR NEW PAVEMENT SECTION CEMENT CONC. SIDEWALK AND/OR PAVEMENT CRUSHED SURFACING BASE COURSE MODULAR BLOCK OR STRUCTURAL EARTH WALL FENCE EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY EXISTING PROPERTY UNE e/s-ooi2 PUBLIC WORKS 1 EPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked prof eng prof dir field bk no by xx xx xx date xx xx xx KPG' Interdisciplinary Design 3131 Elio6 Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0720 (206) 286.1640 wwwJmgmm 60% REVIEW 53RD AVENUE SOUTH ROADWAY PLAN & PROFILE 53RD AVE S STA 14+50 TO STA 19+00 13 81 file o 15085RD01.DWG scal 1' = 40' no date revisions date xxnoVxx • J 53rd Ave S\DESIGN\Drawings\Contract\15085RD01.dwg 11/7/2016 1 N ce 155 150 145 140 135 130 125 ui WALL 7 w JT WALL WALL 20 (4) WALL 21 (3) PLAN JT w 1 Ise .010721 NMS O 22 !®_ -53RDA'4E! 0 10 20 40 60 SCALE IN FEET JI so• vY 2- 5 -23+00 s w PVI• STA.-.19+6&56 PVI EIEV....13&96 00.00 VC EXISTING GROUND AT CONSTRUCTION CL GUTTER .LT ELEV 139105 120 UELEv 13926 TTER_ RT ELEV. ......................... 13905 PV1. STA - 21+54.37 PIA . ELE.V.. =..129.86 80..00'-..VG-..-..-.._.._.._....._.._........-........, ,. + N aD N N ad ti 5 ROADWAY PLAN & PROFILE GENERAL NOTES 1. CONSTRUCT CEMENT CONC. CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4. 2. FOR SIDEWALK TRANSI110NS, PAVEMENT TRANSITIONS, AND CURB POINTS NOT SHOWN ON ROADWAY PLAN SHEETS, SEE DRIVEWAY PLAN AND PROFILES, SHEETS 36-47. 3. FOR REMOVALS, SEE SITE PREPARATION PLAN, SHEETS 7-11. 4. FOR STORM DRAINAGE PLAN AND PROFILES, SEE SHEETS 21-25. 5. FOR WATER AND SEWER PLANS, SEE SHEETS 27-35. 6. FOR LLUMINATION AND CHANNEUZATION PLANS SEE SHEETS 63-68. 7. FOR LANDSCAPE PLANS & DETAILS, SEE SHEETS 69-75. 8. FOR JOINT UTILITY TRENCH PLANS & DETAILS, SEE SHEETS 76-81. CONSTRUCTION NOTES O MATCH EXISTING. OCONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE TYPE 2 AND RECONSTRUCT DRIVEWAY AS SHOWN ON SHEETS 36-47. OCONSTRUCT CEMENT CONC. DRIVEWAY TYPE 1 AND RECONSTRUCT DRIVEWAY AS SHOWN ON SHEETS 36-47. OCONSTRUCT STRUCTURAL EARTH FLL WALL SEE WALL PLAN, ELEVATION, AND DETAIL SHEETS 48-62. 7OCONSTRUCT STRUCTURAL EARTH CUT WALL. SEE WALL PLAN, ELEVATION, AND DETAIL SHEETS 48-62. Og ADJUST SEWER MANHOLE/VAULT TO GRADE. COORDINATE WITH CITY OF TUKWILA. 11 ADJUST UTLITY MANHOLE/VAULT TO GRADE. COORDINATE WITH UTILITY. 3 ADJUST GAS VALVE TO GRADE. COORDINATE WITH PUGET SOUND ENERGY. 0 RELOCATE EXISTING MAILBOX PER DETAIL SHEET 5. 0 RELOCATE TELEPHONE RISERS 8Y 01HERS. 155 150 145 ROADWAY PLAN & PROFILE LEGEND PVI STA .._-24+19.11..._.._..__140 P4.EI.EV - 126.02 200.00'..VC PROPOSED. GGROUND AT..CONSTRUCBON..CL 13717 13738 137;17 20+00 134 76 134 97 13476 132.31 13252 132.31 21+00 130.14 130135 13014 PROFILE 128 99 129.19 128198 22+00 128 25 128 46 128 25 12753 127 74 127 53 23+00 135 130 125 12673 126194 126173 120 23+50 1'//////1 x HMA FOR NEW PAVEMENT SECTION CEMENT CONC. SIDEWALK AND/OR PAVEMENT CRUSHED SURFACING BASE COURSE MODULAR BLOCK OR STRUCTURAL EARTH WALL FENCE EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY EXISTING PROPERTY UNE PUBLIC WORKS 17EPT_ * ENGINEERING *STREETS *WAT ER* SEWER *B U ILDING * designed drawn checked proi en6 proj dir field bk no by xx xx xx date xx xx xx KPC4 Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Se5e, WA 98121 (253) 627-0720 (206)286.1640 workman 60% REVIEW 53RD AVENUE SOUTH ROADWAY PLAN & PROFILE 53RD AVE S STA 19+00 TO STA 23+50 no date revisions 14 1 81 file no 15085RD01.DWG scale r = ace date XX/xwxx • • 135 130 125 120 115 R 110 105 5 0 • • .I . 1 • 1• PLAN 0 SEE INTERSECTION o----�.• DETAILS, SHEET 19 .. I , 6- WALL 8 0 Li7 I' SD ,1 • ............ - • • - - WALL 9' 0 SEE INTERSECTION DETAILS, SHEET 19 O � 4 '1 e •1 I ®u. i 1i1MIME WALL 10 26+ . n■ • 0 , 0 WALL 11 _issa ®W� - 4P,44111411141417415111.112-1174741Ma271141. gT:rudiouffiggii a i �I oa ©/ 1 • WALL 23 ; 'Q Q 114 WALL 22 / I ( I O - • a , 0 10 20 40 60 SCALE IN FEET PVS STA = 24+19.11 P'4 ELEV = 126:00 200.O0' VC EXISTING GROUND AT CONSTRUCRON CL • PROPOSED GROUND AT CONSTRUCTION a.. 4.30x I •GUTTER•LTELEV ELEV 100 ! GUTTER RT EIEV 120.81 t256p... 24+00 124.11 124;33 1-2412, 122i28 12ti.16 122;49 12212@._. 25+00 120;37 PM STA = 27+35.23 118;00 110.21 11.8.0_0 26+00 PROFILE 115i85 116;06 113 90 27+00 111 57 111 34 135 130 ROADWAY PLAN & PROFILE GENERAL NOTES 1. CONSTRUCT CEMENT CONC. CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4. 2. FOR SIDEWALK TRANSITIONS, PAVEMENT TRANSITIONS, AND CURB POINTS NOT SHOWN ON ROADWAY PLAN SHEETS, SEE DRIVEWAY PLAN AND PROFILES, SHEETS 36-47. 3. FOR REMOVALS, SEE SIZE PREPARATION PLAN, SHEETS 7-11. 4. FOR STORM DRAINAGE PLAN AND PROFILES, SEE SHEETS 21-25. 5. FOR WATER AND SEWER PLANS, SEE SHEETS 27-35. 6. FOR ILLUMINATION AND CHANNEUZATON PLANS SEE SHEETS 63-68. 7. FOR LANDSCAPE PLANS & DETAILS, SEE SHEETS 69-75. 8. FOR JOINT UTILITY TRENCH PLANS & DETAILS, SEE SHEETS 76-81. CONSTRUCTION NOTES O MATCH EXISTING. OCONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE TYPE 2 AND RECONSTRUCT DRIVEWAY AS SHOWN ON SHEETS 36-47. OCONSTRUCT CEMENT CONC. DRIVEWAY TYPE 1 AND RECONSTRUCT DRIVEWAY AS SHOWN ON SHEETS 36-47. OCONSTRUCT MODULAR BLOCK FILL WALL SEE WALL PLAN, ELEVATION, AND DETAIL SHEETS 48-62. OFILL WALL STRUCTURAL EARTH FIWALL SEE WALL PLAN, ELEVATION, AND DETAIL SHEETS 48-62. OCONSTRUCT STRUCTURAL EARTH CUT WALL SEE WALL PLAN, ELEVATION, AND DETAIL SHEETS 48-62. OADJUST SEWER MANHOLE/VAULT TO GRADE COORDINATE WITH CITY OF TUKWILA. 0 ADJUST MONUMENT CASE AND COVER TO GRADE. (1 ADJUST UTIUTY MANHOLE/VAULT TO GRADE. COORDINATE 1NTH UTILITY. 12 ADJUST GAS VALVE TO GRADE. COORDINATE WITH PUGET SOUND ENERGY. 13 RELOCATE EXISTING MAILBOX PER DETAL SHEET 5. 0 RELOCATE TELEPHONE RISERS BY OTHERS. 15 INSTALL STEEL PIPE HAND RAIL PER CITY OF TUKWILA STD DETAIL RS-05. 0 CONSTRUCT CEMENT CONC. PERPENDICULAR CURB RAMP TYPE A PER WSDOT STANDARD PLAN F-40.15-03. 1.25.-. 19 CONSTRUCT CEMENT CONC. SINGLE DIRECTION CURB RAMP TYPE A PER WSDOT STANDARD PLAN F-40.15-03. 120 115 110 105 105.81 109:02 10E1.81 100 28+00 20 CONSTRUCT CEMENT CONC. SINGLE DIRECTION CURB RAMP TYPE B PER WSDOT STANDARD PLAN F-40.15-03. ROADWAY PLAN & PROFILE LEGEND 8/////// HMA FOR NEW PAVEMENT SECTION CEMENT CONC. SIDEWALK AND/OR PAVEMENT CRUSHED SURFACING BASE COURSE MODULAR BLOCK OR STRUCTURAL EARTH WALL FENCE EXISTING RIGHT OF WAY - - - - PROPOSED RIGHT OF WAY EXISTING PROPERTY UNE PUBLIC' WORKS D I -:PT_ * ENGINEERING *STREETS *WATER*SEWER*BUILDING* designed drawn checked prof eng prof dir field bk no by xx xx xx date xx xx xx KPC4 Interdisciplinary Design 3131EIdtAve 2502Jefferson Ave See 400 Tacoma, WA 98402 Seatle, WA 98121 (253) 627-0720 (206) 286.1640 yowtipg.cam 60% REVIEW 53RD AVENUE SOUTH ROADWAY PLAN & PROFILE 53RD AVE S STA 23+50 TO STA 28+00 15 81 fileno 15085RD01.DWG scale t' = 40' no date revisions date Xx7XX/xX CL � J 120 115 110 105 100 95 90 85 marl • in ��u, 1 .. 1 29+00 JT - WALL 24 �I} 1 . WALL 11 . . I . PLAN 0 10 20 40 60 SCALE IN FEET PVI•STA _•28+94.65 PVhELEV -_-t04:tO....................._.._.._.._.._.._..-.._..-.._.._.._.._.._ 50.00' \tC • It -5.20% CO 00, COCO on • ea PROPOSED GROUND AT- CONSTRUC110N•-CL EXLSIING..GROUND! - AT_C.ONSTRUC'DON-.CL 10f.21 106142 103.6.8 103189 29+00 101 40 101.61 -4.5OX • . • • •-a. a,. SEE INTERSECTION DETAILS, SHEET 20 w 1+0U 53RD A C S jl IMLgI�I_4 •,I_e•- !_I I f or1 o • • 11,en is \ 1-a .45z...d PVI STA• 30+50:01 PVI • ELEV = 97.14 5100'_VC 0 0, d 1- cn x 1- 2+ 4 1 FOR WATER SEE SHEET 33 PI.STA = 31.i+42.45 PVI .ELEV.....93125 •50.00' -VC+• • 99.15 96194 94.63 92.35 9136 97s15 95104 92156 9915 96.94 94i83 9735 30+00 31+00 PROFILE 0 M PM STA = 31+94.88 o ? ELEV o, 30.00' 89:19 WiC M n u.�.. 89.14 32+00 0 a d ROADWAY PLAN & PROFILE GENERAL NOTES 1. CONSTRUCT CEMENT CONC. CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4. 2. FOR SIDEWALK TRANSITIONS, PAVEMENT TRANSITIONS, AND CURB POINTS NOT SHOWN ON ROADWAY PLAN SHEETS, SEE DRIVEWAY PLAN AND PROFILES, SHEETS 36-47. 3. FOR REMOVALS, SEE SIZE PREPARATION PLAN, SHEETS 7-11. 4. FOR STORM DRAINAGE PLAN AND PROFILES, SEE SHEETS 21-25. 5. FOR WATER AND SEWER PLANS, SEE SHEETS 27-35. 6. FOR ILLUMINATION AND CHANNEUZATION PLANS SEE SHEETS 63-68. 7. FOR LANDSCAPE PLANS & DETAILS, SEE SHEETS 69-75. & FOR JOINT UTILITY TRENCH PLANS & DETAILS, SEE SHEETS 76-81. CONSTRUCTION NOTES 0 MATCH EXISTING. OCONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE TYPE 2 AND RECONSTRUCT DRIVEWAY AS SHOWN ON SHEETS 36-47. OCONSTRUCT CEMENT CONC. DRIVEWAY TYPE 1 AND RECONSTRUCT 3 DRIVEWAY AS SHOWN ON SHEETS 36-47. ©CONSTRUCT STRUCTURAL EARTH FILL WALL SEE WALL PLAN, ELEVATION, AND DETAIL SHEETS 48-62. OCONSTRUCT STRUCTURAL EARTH CUT WALL SEE WALL PLAN, ELEVATION, AND DETAIL SHEETS 48-62. OADJUST SEWER MANHOLE/VAULT TO GRADE. COORDINATE WITH CITY OF TUKWILA. 10 ADJUST MONUMENT CASE AND COVER TO GRADE. 11 ADJUST UTILITY MANHOLE/VAULT TO GRADE. COORDINATE WITH UTILITY. 12 ADJUST GAS VALVE TO GRADE. COORDINATE WITH PUGET SOUND ENERGY. 0 RELOCATE EXISTING MAILBOX PER DETAIL SHEET 5. 120 0 RELOCATE TELEPHONE RISERS BY OTHERS. 15 INSTALL STEEL PIPE HAND RAIL PER CITY OF TUKWILA STD DETAIL RS-05. 115 t6 CONSTRUCT CEMENT CONC. PARALLEL CURB RAMP TYPE A PER WSDOT STANDARD PLAN F-40.12-03. 21 CONSTRUCT CEMENT CONC. STAIRS AND OR WALKWAY PER DETAIL SHEET 5. ROADWAY PLAN & PROFILE LEGEND 110 105 100 95 _--_ 90 85 32+50 HMA FOR NEW PAVEMENT SECTION CEMENT CONC. SIDEWALK AND/OR PAVEMENT CRUSHED SURFACING BASE COURSE MODULAR BLOCK OR STRUCTURAL EARTH WALL FENCE EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY EXISTING PROPERTY UNE PUBLIC WORKS 1 EPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked prof eng prof dir field bk no by xx xx xx date xx xx xx KPGr Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0/20 (206)286.1640 wxw,kpg.can 60% REVIEW 53RD AVENUE SOUTH ROADWAY PLAN & PROFILE 53RD AVE S STA 28+00 TO STA 32+05 16 1 81 file no 15085RD01.DWG scale r = as no date revisions date xxixxrxx • L J J s\Contract\15085RD01.dwg 11/7/2016 K:\PROJECTS\TUKAILA\15085 — 53rd Ave S\DESIGN\D 170 140TH STA 400+00 TO STA 401+00 PVT. STA400+27.00 PVT.. a..y._.=_.;2&03._.._.._ 2. e; o%. 3.05% 121 —0.50% 400+00 140 130 170 160 150 PRP9.SEi?_GRQQ.NP_._. AT CONSTRUCTION CL 139TH STA 499+00 TO STA 500+00 401+00 140 0 ..i,... .a, g L. rt. o...._.._.._.._....._.... i� :.._..� .._i _.._.._.._130_.. to , v� ? ....a.: �nN '.— i... 1.0 Y. iV ....0 .......K c3 ... F F� 11 I— I r� cR * 0 41....0 i En n 120 '_...CL .............a.�.._..QS_..�._.._..� PROOOSED GROUND AT c.QNSTRU.G1ION..GI,... 110 % 110 499+00 EXISTING GROUND AT CONSTRUCTION CL 500+00 PROFILE 150 140 130 120 139TH EAST STA 550+00 TO STA 551+00 PV1 STA,. 550+3:48 PVI ELEV -..116•35 —21.93% PROPOSED..GRQUND AT..CONSTRU.C11ON CL EXISTING GROUND 111 13:00% AT CONSTRUCTON Ct 111 550+00 4.50% 551+00 4.00% 150 140 130 120 ROADWAY PLAN & PROFILE GENERAL NOTES 1. CONSTRUCT CEMENT CONC. CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4. 2. FOR SIDEWALK TRANSITIONS, PAVEMENT TRANSITIONS, AND CURB POINTS NOT SHOWN ON ROADWAY PLAN SHEETS, SEE DRIVEWAY PLAN AND PROFILES, SHEETS 36-47. 3. FOR REMOVALS, SEE SITE PREPARATION PLAN, SHEETS 7-11. 4. FOR STORM DRAINAGE PLAN AND PROFILES, SEE SHEETS 21-25. 5. FOR WATER AND SEWER PLANS, SEE SHEETS 27-35. 6. FOR ILLUMINATION AND CHANNELIZA110N PLANS SEE SHEETS 63-68. 7. FOR LANDSCAPE PLANS & DETAILS, SEE SHEETS 69-75. 8. FOR JOINT UTILITY TRENCH PLANS & DETAILS, SEE SHEETS 76-81. ego- 00/2 P USLIC WORKS 1 /-1,I T_ * ENGINEERING *STREETS *WATER*SEWER*BUILDING* designed drawn checked by xx xx xX date xx xx xX prol eng prol dir field bk no MPG - Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seale, WA 98121 (253) 627-0720 (206)286-1640 wwnkpg.can 60% REVIEW 53RD AVENUE SOUTH ROADWAY PLAN & PROFILE CROSS STREET PROFILES 171 81 file15085RD01.DWG scale v.=4a no date revisions date Xx/Xx/OX r� 7 7 . , • 7 DID ..Cn 00 it OID •• (n 00 Ok •1 •I N PLAN S 144TH ST INTERSECTION 0 5 10 20 30 SCALE IN FEET CURB RETURN DATA CURVE DELTA RAD LEN TAN R1 89'38'20" 30.00' 46.93' 29.81' R2 90'22'00" 30.00' 47.32' 30.19' O • 53RD AVE S 8 N FOR CONT1NUAT1 1s aNZti6 s -o 53RD AVE S • D28. • D28' s PLAN S 142ND ST INTERSECTION 0 5 10 20 30 SCALE IN FEET R1 & R2 POINT TABLE NUMBER STATION OFFSET GUTTER ELEV CURB HEIGHT DESCRIPTION 1 10+18.71 46.26' LT 169.13 6" MATCH 2 10+18.75 40.30' LT 169.20 6" PC, R=30' 3 10+19.99 31.95' LT 169.29 6" WING 4 10+24.84 22.37' LT 169.41 0" RAMP 5 10+30.50 16.68' LT 169.46 0" WAMP 6 10+38.78 12.19' LT 169.52 6" WING 7 10+48.75 10.49' LT 169.58 6" PT 8 10+19.30 48.27' RT 167.47 6" MATCH 9 10+19.25 40.70' RT 167.80 6" PC, R=30' 10 10+20.63 31.52' RT 168.22 6" YANG 11 10+25.41 22.30' RT 1 168.76 0" RAMP 12 10+30.89 16.78' RT 168.87 0" RAMP 13 10+40.06 11.95' RT 169.18 6" WING 14 10+49.25 10.51' RT 169.47 6" PT PZXBLxC WORKS * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked by xx xx xx date xx xx XX proLeng proj dir field bk no A CURB RETURN DATA CURVE DELTA RAD LEN TAN R3 90'55'00* 16.00' 25.39' 16.26' R4 88'49'10" 16.00' 24.80' 15.67' R3 & R4 POINT TABLE NUMBER STATION OFFSET GUTTER ELEV CURB HEIGHT DESCRIPTION 15 17+83.41 39.68' LT 144.61 6" MATCH 16 17+83.62 26.77' LT 143.93 6" PC, R=16' 17 17+82.24 20.00' LT 143.54 6" RAMP 18 17+79.02 15.28' LT 143.45 0" 1/2 19 17+78.74 15.00' LT 143.45 6" RAMP 20 17+67.62 10.51' LT 143.26 6" PT 21 18+00.68 39.33' LT 144.41 6" MATCH 22 18+01.33 25.63' LT 143.17 6" PC, R=16' 23 18+02.90 19.51' LT 142.77 6" I RAMP 24 18+06.45 14.72' LT 142.68 0" 1/2 25 18+06.55 14.62' LT 142.67 6" RAMP 26 18+17.82 10.48' LT 142.34 6" Null Structure KPC Interdisciplinary Design 3131 Elba Ave 2502 Jefferson Ave Sate 400 Seattle, WA 98121 (206) 2864640 Tacoma, WA 98402 (253) 627-0720 woordwcom 60% REVIEW GENERAL NOTES 1. CONSTRUCT CEMENT CONC. CURB, GUT1ER, AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4. 2. SLOPED SHOWN IN PLAN VIEW, CURB LAYOUT AND RAMP LENGTH FOR REFERENCE ONLY. FIELD VERIFY AND CONSTRUCT CURB RAMPS TO MEET ADA REQUIREMENTS. 3. FOR ROADWAY RAMP CONSTRUCTION INCLUDING TYPE. SEE ALSO ROADWAY PLAN SHEETS 12-16, WSDOT STANDARD PLANS AND THE SPECIFICATIONS. CONSTRUCTION % b 53RD AVENUE SOUTH OFFSET CURB HEIGHT *SEE NOTE 1 NOTE 1: MATCH PROPOSED ROADWAY SLOPE MAX SLOPE 5% IN FRONT OF CURB RAMP PER WSDOT CURB RAMP STANDARD DETAILS. REFERENCE POINT FOR CURB RAMP LAYOUT POINTS SEE ROADWAY TYPICAL SECTIONS, SEE SHEET 4 CURB LAYOUT POINT NTS 6/4-00/2.. INTERSECTION DETAILS 53RD AVE S S 144TH ST & S 142ND ST no date revisions 18 ) 81 scalefileno 1'=40'150851NT01.DWG date Xx/xwxx 1 ,-, • •.J • • ._J :\PROJECTS\TUKW1LA\15085 — 53rd Ave S\DESIGN\Drawings\Contract\150851NTOI.dwg 11/7/2016 FOR CONTINUATION SEE S CO \\n1\\\�\\\\�\•\'\ a• ° 53RD AVE S M N 2 O- - O N d PLAN S 1401H ST INTERSECTION 0 5 10 20 SCALE IN FEET 30 CURB RETURN DATA CURVE DELTA RAD LEN TAN R5 89'40'10" 21.00' 32.87' 20.88' R6 9016'50" 22.00' 34.67' 22.11' R5 & R6 POINT TABLE NUMBER STATION OFFSET GUTTER ELEV CURB HEIGHT DESCRIPTION 1 23+96.77 49.63' RT 128.88 6" MATCH 2 23+96.77 31.38' RT 126.89 6" PT 3 23+92.44 18.50' RT 126.46 0" RAMP 4 23+90.76 16.61' RT 126.42 0" 1/2 5 23+86.74 13.48' RT 126.36 0" RAMP 6 23+75.95 10.50' RT 126.21 6" PC, R=21' 7 24+21.35 50.46' RT 128.75 6" MATCH 8 24+21.90 32.46' RT 126.25 6" PC, R=22' 9 24+27.23 19.49' RT 124.79 0" RAMP 10 24+29.37 16.99' RT 124.73 0" 1/2 11 24+32.32 14.50' RT 124.66 0" RAMP 12 24+44.97 10.50' RT 124.26 6" PT N FOR CONTINUATION S Or • • CURVE R7 sY V 444‘. ** 40 A-::s .c loo CURB RETURN DATA DELTA 90'08'40" RAD 29.50' LEN 46.41' TAN 29.57' R8 90'53'10* 18.00' 28.55' 18.28' R9 9018'00" 14.00' 22.06' 14.07' R10 88'39'10* 12.00' 18.57' 11.72' 271900 R7 - R10 POINT TABLE NUMBER STATION OFFSET GUTTER ELEV CURB HEIGHT DESCRIPTION 13 27+08.46 56.61' LT 109.07 6" MATCH 14 27+08.50 40.07' LT 111.18 6" PT 15 27+06.67 29.79' LT 112.21 6" WING 16 27+02.73 22.47' LT 112.95 0' RAMP 17 26+98.45 17.82' LT 113.08 0" RAMP 18 26+91.48 13.27' LT 113.54 4" WING 19 26+79.00 10.50' LT 114.40 6" PC, R=29.5' 20 27+32.49 38.92' LT 111.07 6' MATCH 21 27+32.26 28.92' LT 111.74 6" PC, R=18' 22 27+34.11 20.54' LT 112.12 6" HP, RAMP 23 27+37.38 15.92' LT 112.02 0" 1/2 24 27+38.23 15.10' LT 112.00 6' RAMP 25 27+50.26 10.50' LT 111.36 6' PT oi 0 n + O 0 53RD AVE S 18.1 PLAN S 1391H ST INTERSECTION 0 5 10 20 30 SCALE IN FEET •* ,nn�w.w�ir N rr 0 GENERAL NOTES 1. CONSTRUCT CEMENT CONC. CURB, GUTTER, AND SIDEWALK PER TYPICAL SEC110NS, SHEET 4. 2. SLOPED SHOWN IN PLAN VIEW, CURB LAYOUT AND RAMP LENGTH FOR REFERENCE ONLY. FELD VERIFY AND CONSTRUCT CURB RAMPS TO MEET ADA REQUIREMENTS. 3. FOR ROADWAY RAMP CONSTRUCTION INCLUDING TYPE, SEE ALSO ROADWAY PLAN SHEETS 12-16, WSDOT STANDARD PLANS AND THE SPECIFICA110NS. CONSTRUCTION b R7 - R10 POINT TABLE NUMBER STATION OFFSET GUTTER ELEV CURB HEIGHT DESCRIPTION 26 27+07.66 24.57' RT 114.77 6" MATCH 27 27+07.65 23.97' RT 114.69 6" PT 28 27+07.05 20.42' RT 114.41 6" RAMP 29 27+03.59 14.63' RT 114.35 0" 1/2 30 26+94.16 10.51' RT 114.25 0" LP, RAMP 31 26+93.66 10.50' RT 114.26 0" PC, R=14' 32 26+86.06 10.50' RT 114.49 6" WING 33 27+17.66 23.80' RT 114.50 6" MATCH 34 27+17.66 22.33' RT 114.36 6" PC, R=12' 35 27+17.87 20.06' RT 114.15 6" RAMP 36 27+20.16 14.97' RT 114.05 0" RAMP 37 27+21.05 13.93' RT 114.02 0" 1/2 38 27+29.07 10.50' RT 113.50 6" PT OFFSET CURB HEIGHT *SEE NOTE 1 NOTE 1: MATCH PROPOSED ROADWAY SLOPE. MAX SLOPE 5% IN FRONT OF CURB RAMP PER WSDOT CURB RAMP STANDARD DETAILS. REFERENCE POINT FOR CURB RAMP LAYOUT POINTS SEE ROADWAY TYPICAL SEC110NS, SEE SHEET 4 CURB LAYOUT POINT NTS ea-00/2.. PUBLIC WORKS KEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked by xx xx Xx date xx xx XX prof eng proj dir field bk no Interdisciplinary Design 3131Eliot Ave 2502JeffersonAve Sub 400 Seale, WA 98121 (206)286-1640 Tacoma, WA 98402 (253) 627-0720 www.la.mm 60% REVIEW 53RD AVENUE SOUTH SHEETSUBSETNAME 53RD AVE S S 140TH & S 139TH ST 19 ) 81 file no 150851NT01.DWG scale 1' = 40' no date revisions date xX/XXJXX 1 r-, LJ -J 0 5 10 20 SCALE IN FEET 30 CURB RETURN DATA CURVE DELTA RAD LEN TAN R11 9074'10" 28.00' 44.18' 28.20' R12 74'44'00" 33.50' 43.70' 25.58' R11 - R12 POINT TABLE NUMBER STATION OFFSET GUTTER ELEV CURB HEIGHT DESCRIPTION 1 31+96.55 43.36' LT 85.53 6' END CURB 2 31+96.59 38.70' LT 86.60 6" PT 3 31+95.63 31.24' LT 88.34 6" WING 4 31+90.72 21.35' LT 89.87 0" RAMP 5 31+84.51 15.47' LT 90.00 0" RAMP 6 31+79.86 12.88' LT 90.21 4" WING 7 31+68.59 10.50' LT 90.87 6" PC, R=28' 8 31+97.28 35.30' RT 90.29 6" PT, MATCH 9 31+95.54 30.38' RT 90.35 6" WING 10 31+90.13 21.92' RT 90.63 0" RAMP 11 31+84.60 16.88' RT 90.76 0" RAMP 12 31+73.77 11.69' RT 91.17 4" WING 13 31+65.06 10.50' RT 91.61 6' PC, R=33.5' GENERAL NOTES 1. CONSTRUCT CEMENT CONC. CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4. 2. SLOPED SHOWN IN PLAN VIEW, CURB LAYOUT AND RAMP LENGTH FOR REFERENCE ONLY. FIELD VERIFY AND CONSTRUCT CURB RAMPS TO MEET ADA REQUIREMENTS. 3. FOR ROADWAY RAMP CONSTRUCTION INCLUDING TYPE, SEE ALSO ROADWAY PLAN SHEETS 12-16, WSDOT STANDARD PLANS AND THE SPECIFICATIONS. CONSTRUCTION t OFFSET CURB HEIGHT *SEE NOTE 1 NOTE 1: MATCH PROPOSED ROADWAY SLOPE MAX SLOPE 5% IN FRONT OF CURB RAMP PER WSDOT CURB RAMP STANDARD DETAILS. REFERENCE POINT FOR CURB RAMP LAYOUT POINTS SEE ROADWAY TYPICAL SECTIONS, SEE SHEET 4 CURB LAYOUT POINT NTS ega-0012 PUBLIC WORKS KEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked by xx xx xx date xx xx xx prof eng proj dir field bk no KpG, Interdisciplinary Design 3131EIiatlAve 2502JeffersonAve Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0720 (206) 286-1640 oarin .mm 60% REVIEW 53RD AVENUE SOUTH SHEETSUBSETNAME 53RD AVE S S 137TH ST no date revisions 20 81 file no 150851NT01.DWG scale r = 40' date xx/Xx/xx n r ..J •01 J s\Contract\15085S001.dwg 11/7/2016 3:00 60 5 0 co 48 tr 170 165 160 155 150 145 140 135 r-- J- [4, CI -ILK SPRUCE28' / AC 6 W17OD 4 CHLK GATE CB 1000 RIM 168.87 IE 166.9 W. 8" CPP CB 1002 RIM 169.19 :E 166.8 F, 8' CPP :E 166.8 N, 8' CPP 1 SSW- RIM 8/ AC LONG 9..00K R1' WA' -\ CONC1R0" WA.. 5' CONC PILLAR W/ 'IGNT ATOPI elS SPitAit '... ra/ YD 5407 RIM 154.21 !E 153.5 NE, 3' PLASTIC PLAN 0 10 20 40 SCALE IN FEET 60 4' CHIK EF=154.52 11 CB 1003 RIM 153.90 If 151.45, 8' CPP IE 151.3 N, 8' CPP CONC 8,.. 9CK R. SS/:1 1004 RN 151.18 :E 140.7 S-N 0 CL R90R /Y0 1005 RIM 151.23 E 149.9 W, 4' PVC E 149.9 NE, 4'P FLOWERS BUSHES, TREES, AND CB 1007 RIM 150.31 :E 148.0 W, 8'CPP E 147.8 0, 12 CONC _ 147.8 N, 121 CONC DERGROWrH 149.0 1006 R 15.395, 8' _ E tl$7.9 E, 8 E IE 14..0 N, 8' ERR . RRY20'.. 4' CHLK • CB 1005 RIM 150.36 IE 148.0 5, 8' CPF E. 147.9 W, 12' CC C8 1009 RIM 150.33 IE 148.1 N, 8' CPP 116 LF 12' SD S=0.63% CB TYPE 1 STA 13+92.77, 10.67' LT RIM 151.20 IE IN 147.89 (12'E) IE IN 148.39 (6'W) IE OUT 147.89 (12'N) 10+00 11+00 12+00 PROFILE 13+00 • PROFILES OF STORM LATERALS WILL BE PROVIDED IN THE NEXT SUBMITTAL 14+00 14+50 170 165 GENERAL NOTES 1. STORM DRAINAGE STRUCTURES SHALL BE PER CITY OF TUKWILA STANDARD DETAILS. 2. INSTALL VANED GRATES YAM STANDARD FRAME ON CATCH BASINS UNLESS OTHERWISE NOTED ON PROFILES. 3. LOCATION, DEPTH, AND SIZE OF EXISTING U11UTES 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. HAND DIG WITHIN 2 FT OF ALL EXISTING U11U11ES. INSTALL ETHOFOAM PAD AT ALL UTILITY CROSSINGS WIN LESS THAN 6' CLEARANCE TO NEW STORM DRAIN. 6. STORM DRAIN CONNECTIONS MAY EXIST THAT ARE NOT SHOWN ON THE PLANS. CONTRACTOR SHALL CONNECT FOUND PIPES TO THE NEW STORM DRAIN SYSTEM AS DIRECTED BY THE ENGINEER. CONSTRUCTION NOTES 0 ADJUST STORM DRAINAGE STRUCTURE TO GRADE OCONNECT NEW STORM DRAIN PIPE TO EXISTING STORM DRAINAGE STRUCTURE OCONNECT DOSING STORM DRAIN TO NEW STORM DRAINAGE STRUCTURE ® REMOVE EXISTING STORM DRAINAGE STRUCTURE 0 INSTALL WATER QUALITY TREATMENT FACILITY © CONNECT NEW STORM PIPE TO EXISTING STORM PIPE USING CONNECTOR OR ELBOW AS REQUIRED (3', 4', & 6' PIPES ONLY) LEGEND ❑O CATCH BASIN TYPE 1 OR 1L Q Q CATCH BASIN TYPE 2 160 MODULAR WETLAND STORMWATER MEDIA RLTER STORM PIPE WITH DIRECTION OF FLOW 155 ////////////////// REMOVE STORM DRAIN PIPE 150 145 140 135 ■■• • l•I.I. U STORM DRAIN STRUCTURE NUMBER �lG - oa�2 J 13LLIC WORKS KEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked proj eng proj dir field bk no by TJS TJS XX XX date 11/04/1f 11/04/1f XX MPG. Interdisciplinary Design 3131 Bolt Ave 2502 Jefferson Ave Side 400 Seattle, WA 98121 (206) 286.1640 Tacoma, WA 98402 (253) 627-0720 WWW.II9.com 60% REVIEW 53RD AVENUE SOUTH DRAINAGE PLAN & PROFILE 53RD AVE S STA 10+00 TO STA 14+50 no date revisions 21 81 file n0 15085SD01.DWG scale r=40' date XX/XX/XX 160 155 150 145 140 135 CB TYPE 1 STA 15+08.93, 10.67' LT RIM 150.36 IE IN 147.16 (12"S) IE IN 147.66 (6"W).,._ IE OUT 147.16 (12"N) F 149.92 146.6 W, 12' C E 146.6 S. 12" E 146.5 N, 12" ONC 5' IRON Al WALL IL -AR (TIP) 7 5•WA! 5' BRICK 1. Aim Koiroo E CB 1012 RIM 150.32 IE 148.7 W, 4' PVC IE 148.0 S, 8' CPP r,. 4' *PrrLLKr p6z a.411.1 O diftt a Cal_ minik CIA • 4' BRICK P'L0AR C,ONC R"" WA! SSMH 1011 R.M 150.14 -- E 138.3 S-N 0 CL WOOD • 0 I CB 1013 RIM 150.09 IIF. 147.4 N, 8" CPP 4' CH_K CB 1014 RIM 148.24 1 1E 146.5 S, CPP .E 146.5 E. ' CPP CB 1015 RIM 148.87 1- E 146.3 W, CPP H := 1449 S, 1 ' CMP' iE 1449 N, 1 " CMP CONC LOCK PL'R its OD f FF=151.28 I / RE Oe F'R1 CB42 1016 RIM 1.89 IE 140.4 S, 12' CMP WA. '.E 140.2 N, 12" CMP P[ a=a n __. ski ___ _. t �►V1 ®rii i.� �= W_LOWIO (3) DOGWOOD 116 LF 12" SD S=0.63% - 3' BRICK P'.Li 3' BRICK Pil_9R' DOGW0009' � BRICK P� O A u- PLAN 0 10 20 40 60 SCALE IN FEET 4' RON 83'CK 4' WOOD A 4 IRON ('IP) BR.CK P.LLAR (TIP) rl II SSMH 1017 41M 142.74 E 130.7 S,W-N 0 CL CB 1018 " 'NyNyI 1 4}}' 1P41#401 ° 111, 1 AC y1:� RIM 142.04 E 139.6 W, 12' IRON =138.65, 12" CMP IE 138.6 N, 12" CMP 6' STUCCO PI_LAR (TIP) STUCCO WA:.t. 3'' RON ATOP WALL s 1Q T • �^ AI 0 4 rip eft 11 6' WOOD SOMH 5188 RIM 142.14 1E 134.1 SW, 6" CONC 'E 134.1 SE, 6' CONC E 133.7 NW, 18" CONC E 133.6 NE, 15' CONC E 133.6 S. 12' CONC 2 r 4 3 WOOD SDMH 1019 RIM 142.55 133.3 SE, 18" CONC F. 133.3 N, 18' CONC 184 LF 12" SD S=2.39% CB TYPE 1 STA 16+92.77, 10.67' LT RIM 145.96 IE IN 142.76 (12"S) IE IN 142.76 (12"E) IE OUT 142.76 (12"N) CB TYPE 2-48" -STA 18+14.52, 11.22' LT... RIM 142.46 IE IN 138.46 (12"S) IE IN 138.46 (12"W) IE IN 133.07 (18'E) IE OUT 133.07 (18"N) _.._.._.._.._ 137 LF 18" SD S=0.507. 14+50 15+00 16+00 17+00 18+00 PROFILE • PROFLES OF STORM LATERALS Al BE PROVIDED IN THE NEXT SUBMITTAL 160 155 150 145 19+00 140 135 130 125 GENERAL NOTES 1. STORM DRAINAGE STRUCTURES SHALL BE PER CITY OF TUKWLA STANDARD DETALS. 2. INSTALL VANED GRATES WITH STANDARD FRAME ON CATCH BASINS UNLESS OTHERWISE NOTED ON PROFILES. 3. LOCA11ON, DEPTH, AND SIZE OF EXISTING U11LJ11ES ARE APPROXIMATE. CONTRACTOR TO VERIFY WITH POTHOLING PRIOR TO CONSTRUCTION. 4. SEE STORM DRAINAGE PROFILES FOR STRUCTURE CALLOUTS. STATION AND Ohl- StI USTED IS TO CEN1ER OF THE STRUCTURE. 5. HAND DIG WITHIN 2 FT OF ALL EXIS11NG U11U11ES. INSTALL ETHOFOAM PAD AT ALL U11UTY CROSSINGS WITH LESS THAN 6" CLEARANCE TO NEW STORM DRAIN. 6. STORM DRAIN CONNECTIONS MAY EXIST THAT ARE NOT SHOWN ON 1HE PLANS. CONTRACTOR SHALL CONNECT FOUND PIPES TO 1HE NEW STORM DRAIN SYSTEM AS DIRECTED BY THE ENGINEER. CONSTRUCTION NOTES 0 ADJUST STORM DRAINAGE STRUCTURE TO GRADE OCONNECT NEW STORM DRAIN PIPE TO EXISTING STORM DRAINAGE STRUCTURE OCONNECT EXISTING STORM DRAIN TO NEW STORM DRAINAGE STRUCTURE O REMOVE EXISTING STORM DRAINAGE STRUCTURE O INSTALL WA1ER QUALITY TREATMENT FACIUTY 6 CONNECT NEW STORM PIPE TO EXISTING STORM PIPE USING CONNECTOR OR ELBOW AS REQUIRED (3", 4", & 6" PIPES ONLY) LEGEND CATCH BASIN TYPE 1 OR 1L 0 0 CATCH BASIN TYPE 2 MODULAR WETLAND STORMY/ATER MEDIA FlLTER STORM PIPE WITH DIREC110N OF FLOW ////////////////// REMOVE STORM DRAIN PIPE ■•••■ (2I•I• (•l STORM DRAIN STRUCTURE NUMBER et-oaiZ PUBLIC W4CP1ZKS 1 EPT_ * ENGINEERING *STREETS *WATER*SEWER*BUILDING* designed drawn checked pro) eng by TJS TJS XX XX date 11/04/1E 11/04/1E XX proj dir field bk no KPC4 Interdisciplinary Design 3131EliottAve 2502Jefferson Ave Suite CO Tacoma, WA 98402 Seattle, WA 98121 (253)627-0720 (206) 286-1640 WWWkpgoom 60% REVIEW 53RD AVENUE SOUTH DRAINAGE PLAN & PROFILE 53RD AVE S STA 14+50 TO STA 19+00 no date revisions file no 15085SD01.DWG scale r = 40' date XX/XX/XX n • J 1 . • �3 o i 6 co 5 0 145 135 130 125 120 115 110 6 �.- 4' CHLK % CB 100 RIM 138.68 E 133.8 E, 8" CONC IE 133.2 S, 18" CONC IE 133.1 N, 18° CONC CB 1021 R'M 135.36 5E 132.5 5, 12' CAP IE 132.5 N, 12" CUP 6 O h/ CB 1022 34.67 'S, 18 CONC E 132. ONC CONC B. CCK R NA -,- ip CB 1024 RIM 129.77 5 126.4 S, 12' CMP IE 126.4 N, 12" CMP CONC RE- 4' WOOD Rmyymmamom WOOD (POOR\COND) CO 1043 RIM 130.89 IE 128.1 S, 18' CON IE 128.1 N, 18" CON CB 1023 RIM 133.32 130.5 S. 18" CONC ;£ 130.5 N, 18" VINO 4•WOW AMINO 7 CK R WAL 3 . CONC R'CHC' WKAi1.. ITM* 0 10 20 40 60 SCALE IN FEET PLAN iCULV 4068 'E 127.7, 12' CMP 1 C8 1025 !PTA 128.83 E 125.5 W, 12' CMP .. E 125.5 S, 12' CMP 125.5 N, 12' CMP 1 / 3 SSM 1026 RIM 129.21 1 4.6 S,W-N ® CL 128.00 \ 5.3 S, 12" CMP 5.7 NE, 12' .RON N "'- -- MAP16" './ MAR , 14' CMIPRImm i iYZYMMirL "-• F.n��Mu�r�Yl Yrlr�w."1Y - __ionsl . C CE1 F PE 11 1028 RIM 128.24 E 125.6 W, 12" IRON IE 125.5 S, 18° CONC 'E 125.5 N, 18' CONC 137 LF 18" SD S=0.50% CB TYPE 1L 230 LF 18` SD 5=3.52% ............._ CB TYPE 2-48" STA 19+51.95, 11.56' LT -. RIM 139.32 IE IN 132.39 (18'S) IE IN 132.89 (12"E) IE OUT 132.39 (18"N) STA 22+02.02, 10.67' LT RIM 128.95 IE IN 123.95 (18"S) IE IN 125.64 (12"E).. IE OUT 123.95 (18"N) 145 140 135 130 ' 125 244 LF 18" SD S=1.78% -20 LF 18" SD S=1.74% CB TYPE 1L STA 21+81.88, 10.67' LT... RIM 129.30 .IE IN 124.30 (18"S) IE IN 126.10 (12"W) IE OUT 124.30 (18"N) 19+00 20+00 21+00 22+00 23+00 23+50 PROFILE * PROFILES OF STORM LATERALS WILL BE PROVIDED IN THE NEXT SUBMITTAL 120 115 110 GENERAL NOTES 1. STORM DRAINAGE STRUCTURES SHALL BE PER CITY OF TUKWIA STANDARD DETAILS. 2. INSTALL VANED GRATES WITH STANDARD FRAME ON CATCH BASINS UNLESS OTHERWISE NOTED ON PROFILES. 3. LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY VATH POTHDUNG PRIOR TO CONSTRUCTION. 4. SEE STORM DRAINAGE PROFILES FOR STRUCTURE CALLOUTS. STATION AND Ohratf US1ED IS TO CENTER OF THE STRUCTURE. 5. HAND DIG WITHIN 2 FT OF ALL EXISTING URUIIES. INSTALL ETHOFOAM PAD AT ALL UTILITY CROSSINGS WITH LESS THAN 6' CLEARANCE TO NEW STORM DRAIN. 6. STORM DRAIN CONNECTIONS MAY EXIST THAT ARE NOT SHOWN ON 1HE PLANS. CONTRACTOR SHALL CONNECT FOUND PIPES TO THE NEW STORM DRAIN SYSTEM AS DIRECTED BY THE ENGINEER. CONSTRUCTION NOTES 0 ADJUST STORM DRAINAGE STRUCTURE TO GRADE OCONNECT NEW STORM DRAIN PIPE TO EXISTING STORM DRAINAGE STRUCTURE OCONNECT EXISTING STORM DRAIN TO NEW STORM DRAINAGE STRUCTURE O REMOVE EXISTING STORM DRAINAGE STRUCTURE OS INSTALL WATER QUAUTY TREATMENT FACILITY OCONNECT NEW STORM PIPE TO EXISTING STORM PIPE USING CONNECTOR OR ELBOW AS REQUIRED (3", 4", & 6" PIPES ONLY) LEGEND O ■ III ••■ ,•S.I. C] ////////////////// CATCH BASIN TYPE 1 OR 1L CATCH BASIN TYPE 2 MODULAR WETLAND STORMWAIER MEDIA FILTER STORM PIPE WITH DIRECTION OF FLOW REMOVE STORM DRAIN PIPE STORM DRAIN STRUCTURE NUMBER E/4-oon. _PUBLIC W4CO S • ENGINEERING *STREETS *WATER* SEW E R *BUILDING * designed drawn checked proj eng proj dir field bk no by TJS TJS XX XX date 11/04/1E 11/04/14 XX Interdisciplinary Design 3131 Elk1 Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0720 (206)286-1640 WNNJgg.mm 60% REVIEW 53RD AVENUE SOUTH DRAINAGE PLAN & PROFILE 53RD AVE S STA 19+00 TO STA 23+50 no date revisions 23 ) 81 file no 15085SD01.DWG scale 1'=46' date XX/XX/XX n . J ._J • J J 130 125 120 115 110 105 100 95 MATCH UNE STA 23+50 SHEET 23 A s SSMH 1031 RV 124.58 E 109.6 • E-N 0 CL P4 M A. +il s �4.G �� W -. rt I, II CED24' \\ AC %1 4... - 1 \ AP18: MAP12" itAl 11 RIM 125.25 N 0,11 } '%xa, I ! it ° CONC B. 0041 R� Wh. ` 121.3 E, 12• CONC r �.'10@ E 121.1 SE, 12" CONG. 11,2 a ., 1 RIM r4.32 Q E 120.8 S, 16' CONC0 ` I IE 1 n.7 5, i:0 0090 E 120.8 N, 18' CONrj/�, O 1111 -,. IE 1:,.7 N, tad CONC J 4i I \ . H GP ATER.V ii _ 'B TYPE II 1032 11M 126.62 E 122.6t NW, 12-C 1 op C8 10 RIM 12483 E 120.8 S. 18" CONC :E 120.7 N, 18" CONC 5 W000 4 PLAN 244 LF �5D S=1.78% 0 10 20 40 60 SCALE IN FEET 06 4 D API4" I 4 4 06 4 • 1 . CH - I 1035 RIM 115.17 112.4 S, I8'C 112.4 N, 18' GATE LO I! SSMH 1036 RIM 113.04 E 108.4 SW; 0 BOTTOM OF DROP-P;PE E 98.4 5,E-N 0 CL APR* CEDE'` MAP12• L AP2 .� (. • T /.- o�rr0_`' "V/e/[_LL.�. - 74)7 I.' 1 r/I?� /// C81037 RIM 112.24 L 109.7 5, 18" CONC IE 109.4 N, 18" CONC 6' WOOD 4' CPU< WOOD PLTR 80X Ai E- 119.98 CB TYPE 2-48" STA 24+45.97, 11.56' LT RIM 124.59 IE IN 119.60 (18"S) -IE IN 120.10 (12"E) IE OUT 119.60 (18"N) 306LF18` SD S=4.38X CB TYPE 2-54" 9 STA 27+52.25, 11.85' LT C) RIM 111.73 IE IN 107.32 (12"E) IE IN 107.00 (12'SW) IE IN 106.21 (18"S) IE OUT 106.21 (18"N)........... tl 130 120 115 ..-..-..-_110 295LF18"SDS=4.80: 105 23+50 24+00 25+00 26+00 27+00 PROFILE • PROFILES OF STORM LATERALS WILL BE PROVIDED IN 1HE NEXT SUBMITTAL 28+00 100 95 GENERAL NOTES STORM DRAINAGE STRUCTURES SHALL BE PER CITY CF TUKWLA STANDARD DETALS. 2. INSTALL VANED GRATES WI1H STANDARD FRAME ON CATCH BASINS UNLESS OTHERWISE NO1ED ON PROFILES. 3. LOCA110N, DEPTH, AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY WITH POIHOUNG PRIOR TO CONSTRUCTION. 4. SEE STORM DRAINAGE PROFILES FOR STRUCTURE CALLOUTS. STATION AND OFFSET US1ED IS TO CENTER OF THE STRUCTURE. 5. HAND DIG WITHIN 2 FT OF ALL EXISTING U11U11ES. INSTALL E1H0F0AM PAD AT ALL UTILITY CROSSINGS WITH LESS THAN 6" CLEARANCE TO NEW STORM DRAIN. 6. STORM DRAIN CONNECTIONS MAY EXIST THAT ARE NOT SHOWN ON 1HE PLANS. CONTRACTOR SHALL CONNECT FOUND PIPES TO THE NEW STORM DRAIN SYSTEM AS DIRECTED BY THE ENGINEER. CONSTRUCTION NOTES 0 ADJUST STORM DRAINAGE STRUCTURE TO GRADE OCONNECT NEW STORM DRAIN PIPE TO EXISTING STORM DRAINAGE STRUCTURE OCONNECT EXISTING STORM DRAIN TO NEW STORM DRAINAGE STRUCTURE O REMOVE EXISTING STORM DRAINAGE STRUCTURE O INSTALL WATER QUALITY TREATMENT FACILITY OCONNECT NEW STORM PIPE TO EXISTING STORM PIPE USING CONNECTOR OR ELBOW AS REQUIRED (3", 4", & 6" PIPES OILY) LEGEND CI WO Ell :Caine C] ////////////////// CATCH BASIN TYPE 1 OR 1 CATCH BASIN TYPE 2 MODULAR WEILAND STORMWATER MEDIA FILTER STORM PIPE WITH DIRECTION OF FLOW REMOVE STORM DRAIN PIPE STORM DRAIN STRUCTURE NUMBER It 3 1- 11 11 o- F PUBLIC WORKS _DEFT_ * ENGINEERING *STREETS *WATER* SEWER *B U I LDING * designed drawn checked prof eng proj dir field bk no by TJS TJS xx XX date 11/04/1E 11/04/18 xx Interdisciplinary Design 3131 Eke Ave 2502 Jefferson Ave Suite400 Taira, WA98402 Seattle, WA 98121 (253) 527-0720 (206)286-1640 WWW.kpg.can 60% REVIEW 53RD AVENUE SOUTH DRAINAGE PLAN & PROFILE 53RD AVE S STA 23+50 TO STA 28+00 no date revisions 24 81 file no 15085SD01.DWG scale 1'=40' date xx/xwxx gs\Contract\15085SD01.dwg 11/7/2016 3:03 PM 105 100 95 90 85 80 28+00 SHEET 24 MATCH LINE S CB 1484 RIM IE 93.097.14 S. 6' PVC P14"„ MAP12' MAP12" MAPi2" MAP12' 2 /\ CONC B-CCK R WA ,OP WA 00 w\ :fT 2.5' BRICK PILLAR C8 1038 RIM 100.95 E 98.3 S, 18" CONC IE 98.3 N, 18` CONC i Ii i) Ji �I 1i I 1 RI 00.47 E :7.5 5-N 0 Q MAP36' 4.5' CONC MEMORIAL W/PLAOUE� R26" =111111W� - 30+00 JT 36 1 JT r J FrAPAK, �IA.I��I Ai• CIV � YIII 11/ l= -.41 28+00 29+00 CB 1039 RIM 100.34 I. 97.5 S, 18' CONC CE044" 'E 97.5 N, 18' CONC 30+00 6' CN_R PROFILE PLAN CB 1041 RIM 96.58 IE 94.4 E, 12" CONC IE 93.9 S, 18' CONC IE 93.9 N. 18' CONC 0 10 20 40 60 SCALE IN FEET CB TYPE 2-48" C8 1042 RIM 91 65 if 88.8 S, 18' CON IE 88.8N 18" 67 RIM 89.76 YB" IRaJ 86 5 W, 18" 'IRON FLOW SPUTTER CB TYPE 2-72" STA 30+46.82, 11.56' LT-/- -) RIM 97.42 IE IN 92.06 (18"S) IE IN 93.00 (12"E) IE OUT 92.06 (181N) 31+00 STA 31+18.43, 10.50' LT `W CB 1369 R!M 86.73 E 83.9 NE, 8' PVC E 83.1 E, 18' RON E 82.9 W, 18' CMP C8 1368 RIM 88.94 86.1 E. 18" RON E 86.1 W. 18' IRON SSMH 1370 RIM 88.94 !E 81.5 S-NE 0 Cl. ,.oin• RIM 94.05................................... CB TYPE 2-54" IE IN 88.94 (18"S) IE OUT 88.94 (12"W)._, IE OUT 88.94 (18"N) STA 31+65.95, 11.00' LT.\ RIM 90.47 IE IN 86.25 (18"S) -IE IN 86.75 (12"SW).... IE OUT 86.25 (18"NW) SD -5•66z 27 IV 1B SD 5=1200% • PROFILES OF STORM LATERALS VALL BE PROVIDED IN THE NEXT SUBMITTAL CB TYPE 2-54" STA 31+90.25, 22.98' LTA RIM86.72 IE IN 83.00 (18"SE) IE IN 83.50 (12"E) IE OUT 82.90 (18"W) 32+00 GENERAL NOTES 1. STORM DRAINAGE STRUCTURES SHALL BE PER CITY OF TUKWI.A STANDARD DETAILS. 2. INSTALL VANED GRATES W11H STANDARD FRAME ON CATCH BASINS UNLESS 01HERVISE NOTED ON PROFILES. 3. LOCATION, DEPTH, AND SIZE OF EXISTING U1ILI11ES ARE APPROXIMATE. CONTRACTOR TO VERIFY VNTH POTHOLING PRIOR TO CONSTRUCTION. 4. SEE STORM DRAINAGE PROFILES FOR STRUCTURE CALLOUTS. STATION AND OFFSET LISTED IS TO CENTER OF THE STRUCTURE. 5. HAND DIG WITHIN 2 FT OF ALL EXISTING U1IUTIES. INSTALL ETHOFOAM PAD AT ALL UTIUTY CROSSINGS WITH LESS THAN 6" CLEARANCE TO NEW STORM DRAIN. 6. STORM DRAIN CONNECTIONS MAY EXIST THAT ARE NOT SHOWN ON THE PLANS. CONTRACTOR SHALL CONNECT FOUND PIPES TO 1HE NEW STORM DRAIN SYSTEM AS DIRECTED BY THE ENGINEER. CONSTRUCTION NOTES 0 ADJUST STORM DRAINAGE STRUCTURE TO GRADE 2 CONNECT NEW STORM DRAIN PIPE TO EXISTING STORM DRAINAGE STRUCTURE OCONNECT EXISTING STORM DRAIN TO NEW STORM DRAINAGE STRUCTURE 0 REMOVE EXISTING STORM DRAINAGE STRUCTURE 0 INSTALL WATER OUAUTY TREATMENT FACILITY ©CONNECT NEW STORM PIPE TO EXISTING STORM PIPE USING CONNECTOR OR ELBOW AS REQUIRED (3", 4", & 6" PIPES ONLY) LEGEND ■•••■ [MIile C] ////////////////// CATCH BASIN TYPE 1 OR 1L CATCH BASIN TYPE 2 MODULAR WETLAND STORMWATER MEDIA FILTER STORM PIPE YMTH DIRECTION OF FLOW REMOVE STORM DRAIN PIPE STORM DRAIN STRUCTURE NUMBER ega-04/2. PUBLIC WORKS _D_EP T_ * ENGINEERING *STREETS *WATER* S EW ER *B U I L DI N G * designed drawn checked prof eng prof dir field bk no by TJS TJS XX XX date 11/04/11 11/04/16 XX Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Suite 400 Seattle, WA 98121 (206) 286.1640 Tacara, WA 98402 (253) 627-0720 wer.kpg.con 60% REVIEW 53RD AVENUE SOUTH DRAINAGE PLAN & PROFILE 53RD AVE S STA 28+00 TO STA 32+05 ( 25 81 file no 15085SD01.DWG scale t' = 40' no date revisions date xwxwxx WATER GENERAL NOTES WATER LEGEND 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE 1 WSDOT / APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION." AND 'STANDARD PLANS' (LATEST EDITION) AS AMENDED OR SUPPLEMENTED BY THE CONTRACT DOCUMENTS. 2. WATER PIPE SHALL BE DUCTILE IRON STANDARD THICKNESS CLASS 52 CEMENT—UNED. ALTERNATIVE MATERIALS. IF REQUIRED, SHALL BE APPROVED BY THE ENGINEER AND SHALL CONFORM TO AWWA C-151. 3. FITTINGS AND JOINTS SHALL BE CAST IRON OR DUCTLE IRON. ALL FITTINGS SHALL BE THE SAME THICKNESS CLASS AS THE PIPE USED AND SHALL BE CEMENT MORTAR LINED IN ACCORDANCE WITH AWWA C-104 4. CAST IRON FITTINGS SHALL HAVE LONG BODY OPERATING PRESSURE RATING OF 150PSII UNLESS OTHERWISE NOTED. METAL THICKNESS AND MANUFACTURING PROCESS SHALL CONFOR TO APPUCABLE PORTIONS OF USA STANDARDS A-21.10, A-21.11. B-16.2, AND B-16.4. 5. FLANGED JOINTS SHALL CONFORM TO USA STANDARD B-16.1. RUBBER GASKET FOR PUSH —ON —JOINT OR MECHANICAL JOINT IN ACCORDANCE WITH AWWA C-1110. 6. GATE VALVES SHALL BE RESIUENT SEAT, OPENING COUNTER —CLOCKWISE, NON —RISING STEM WITH DOUBLE 0—RING SEAL EQUIPPED WITH 2—INCH SQUARE STEM NUTS. GATE VALVES SHALL CONFORM TO AWWA C-500. 7. THRUST BLOCK IS REQUIRED AT ALL TEES, PLUGS, HORIZONTAL AND VERTICAL BENDS (11.25*, 22.5', 45', & 90') AND HYDRANTS PER CITY OF TUKWILA STANDARD DRAWINGS WS-11A THROUGH WS-12B. RESTRAINED JOINTS ARE REQUIRED WITHIN 50 FEET OF ANY CHANGE OF DIRECTION AND SHALL BE _ (FILL IN TYPE OF RESTRAINED JOINT). INSTALLATION OF EACH RESTRAINED JOINT SHALL BE PERFORMED IN THE PRESENCE OF THE ENGINEER. 6. BEDDING MATERIAL SHALL BE 4b" CRUSHED ROCK AND IT SHALL BE PLACED 4" MINIMUM UNDER THE PIPE TO A DEPTH OF 6" MINIMUM OVER THE TOP OF THE PIPE THE BEDDING MATERIALS SHALL BE A MINIMUM 6" IN DEPTH AND RAMMED AND TAMPED AROUND THE PIPE BY THE USE OF APPROVED HAND—HELD TOOLS SO AS TO PROVIDE FIRM AND UNIFORM SUPPORT OVER THE FULL LENGTH OF THE PIPE. CARE SHALL BE TAKEN TO PREVENT ANY DAMAGE TO THE PIPE OR ITS PROTECIIUVE COATING. PEA GRAVEL IS NOT AN ACCEPTABLE BACKFILL MATERIAL BACKFILL MATERIAL SHALL BE CRUSHED ROCK AND ABLE TO ACHIEVE COMPACTION OF 90X MDD FROM TRENCH BOTTOM TO WITHIN 4 FEET OF FINISHED GRADE ELEVATION. THEREAFTER 95X MDD IS REQUIRED IN TOP 4 FEET OF TRENCH ALL AREA. 9. SEPARATION OF WATER AND SEWER MAINS SHALL CONFORM TO W.D.O.E STANDARDS OR SPECIAL CONSTRUCTINO REQUIREMENTS. 10. PROVIDE A MINIMUM OF 42" COVER FOR 12" PIPE AND UNDER MEASURED FROM OUTSIDE OF CROWN OF ALL WATER MAINS TO PROPOSED FINISHED GRADE SEE COT STD PLAN WS-18. 11. DRIVEWAY ACCESS: DRIVEWAY ACCESS TO PARCELS SHALL BE MAINTAINED AT ALL TIMES EXCEPT DURING ACTIVE TRENCHING, WATER MAIN REMOVAL AND/OR PLACEMENT, TRENCH BACKFILL, SURFACING AND/OR PAVING AT OR IN THE IMMEDIATE VICINITY OF THE RESPECTIVE DRIVEWAY LOCATION(S). PRIOR TO THE END OF EACH WORKDAY, THE CONTRACTOR SHALL INSTALL ANCHORED STEEL PLATES ACROSS ANY TRENCH SECTION CROSSING A DRIVEWAY THAT HAS NOT BEEN RESTORED TO FINISH GRADE. THE STEEL PLATES AND/OR COMPLETED TRENCH BACKFILL SHALL EXTEND THE FULL WIDTH OF THE DRIVEWAY AND PROVIDE FOR SAFE TRAFFIC MOVEMENT. THE CONTRACTOR SHALL COORDINATE ANY DRIVEWAY CLOSURES WITH THE ENGINEER AND THE RESPECTIVE PROPERTY OWNER(S) A MINIMUM OF 48—HOURS PRIOR TO THE SCHEDULED CLOSURE. M BUTTERFLY VALVE N GATE VALVE jj LONG SLEEVE COUPLER 1+1 CROSS 11 Y' BEND I -1 22 J¢' BEND Hy 45' BEND TEE ► REDUCER CAP FLANGE JOINT MECHANICAL JOINT w ////////////////// WATER CONSTRUCTION PHASING WATER MAIN REMOVE/ABANDON WATER UNE 1. CONTRACTOR SHALL CONNECT EXISTING HYDRANT TO THE EXISINTG 4" WATER UNE ON THE WEST SIDE OF THE ROADWAY UNTL THE NEW WATER UNE IS INPLACE. WORK SHALL BE PHASED SUCH THAT ONLY 2 HYDRANTS ARE CONNECTED AT A 11ME TO THE EXISTING 4" UNE. 8/4-0/2- PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked pr01 eng prof dir field bk no by xx xx xx date xx xx xx KPG.' Interdisciplinary Design 3131 Hilt Ave 2502 Jefferson Ave Suite CO Tiara, WA 98402 Seattle, WA 98121 (253) 627-0720 (206)286-1640 vmckpg.cotn 60% REVIEW 53RD AVENUE SOUTH WATER DETAILS no date revisions 26 81 file no 15085WrRDETOI.DWG scale 1'= 4D' date xx/xx/xx • • 1 0 H Lel P MACADAM RD S PLAN 0 10 20 40 60 SCALE IN FEET SEE SHEET 28) WATER GENERAL NOTES 1. FOR GENERAL WATER NOTES AND DETAILS SEE SHEETS 26. 2. 3. 4. 5. 6. 7. 8. CONSTRUCTION NOTES 0 INSTALL 12" CLASS 52 D.I. WATER PIPE. OINSTALL LONG SLEEVE COUPLING AND CONNECT TO EXISTING SYSTEM. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING MAIN. O INSTALL HYDRANT ASSEMBLY PER COT STD PLAN WS-13. ® REMOVE EXISTING ARE HYDRANT AND HYDRANT ASSEMBLY. O5 INSTALL HORIZONTAL 11.25' BEND. © INSTALL HORIZONTAL 22.5' BEND. O INSTALL HORIZONTAL 45' BEND. ® INSTALL HORIZONTAL 90' BEND. O INSTALL TEE 10 INSTALL 1' WATER SERVICE PER COT STD PLAN WS-01. RECONNECT TO EXISTING SERVICE 11 INSTALL 3/4" WATER SERVICE PER COT SID PLAN WS-01. RECONNECT TO EXISTING SERVICE. 0 INSTALL END CAP. 0 N01E 13 0 NOTE 14 0 NOTE 15 0 NOTE 16 0 NOTE 17 0 NOTE 18 0 NOTE 19 P ZJBJ.IC' WORKS * ENGINEERING *STREETS *WATER*SEWER*BUILDING* designed drawn checked prof eng prof dir field bk no by xx xx xx date xx xx xx KP. Interdisciplinary Design 3131 Eke Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0720 (206(286-1640 wickpg.com 60% REVIEW 53RD AVENUE SOUTH WATER PLAN S 144TH ST & 53RD AVE S STA 202+50 TO STA 10+50 no date revisions 27 81 file no 15085WATR0I.DWG scale t•=4a date XX X/LX J �.J 1 D1. _ it STA 10+51.88, 8.62' RT 1—HYDRANT ASSEMBLY STA 10+51.44, 18.58' RTC) 1—FIRE HYDRANT So ;i' /(77;;I,ern triir1,K/,/>//////,w�'//////7 i7//i, ,, G n Gi G 1 I- 4Q - • 53RD'AVES—1 D21 O 4 PLAN 0 10 20 40 60 SCALE IN FEET G D22 e 13+ OSTA 13+67.85, 13.84' LT 1—FIRf HYDRANT O 4t6 G STA 167.75, 8.36' RT 1—HYD9ANT ASSEMBLY SD 01 WATER GENERAL NOTES 1. FOR GENERAL WATER NOTES AND DETAILS SEE SHEETS 26. 2. 3. 4. 5. 6. 7. 8. 9. 10. CONSTRUCTION NOTES 01 INSTALL 12. CLASS 52 D.I. WATER PIPE. OINSTALL LONG SLEEVE COUPLING AND CONNECT TO EXISTING SYSTEM. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING MAIN. O INSTALL HYDRANT ASSEMBLY PER COT STD PLAN WS-13. O REMOVE EXISTING FIRE HYDRANT AND HYDRANT ASSEMBLY. O INSTALL HORIZONTAL 11.25' BEND. © INSTALL HORIZONTAL 22.5' BEND. O INSTALL HORIZONTAL 45' BEND. O INSTALL HORIZONTAL 90' BEND. O INSTALL TEE. 10 INSTALL 1' WATER SERVICE PER COT STD PLAN WS-01. RECONNECT TO EXISTING SERVICE. RIINSTALL 3/4. WATER SERVICE PER COT STD PLAN WS-01. RECONNECT TO EXISTING SERVICE. 0 INSTALL END CAP. 0 NOTE 13 14 NOTE 14 (3 NOTE 15 (3 NOTE 16 0 NOTE 17 0 NOTE 18 0 NOTE 19 e/4-60/2 PUB�,IC WORKS DEPT_ * ENGINEERING *STREETS *WATER*SEWER*BUILDING* designed drawn checked prol eng prof dir field bk no by xx xx Xx date xx xx Xx MPG' Interdisciplinary Design 3131Eke Ave 2502Jefferson Ave Sub 400 Tacoma, WA 98402 Sate, WA98121 (253)627-0720 (266) 2864640 to w. 7g.com 60% REVIEW 53RD AVENUE SOUTH WATER PLAN 53RD AVE S STA 10+50 TO STA 14+50 no date revisions 28 81 file no 15085WATROIAWG scale 1' = 40' date Xx/XX7xX ▪ J • . 1 • • . J • . r. :\PROJECTS\TUK 1LA\15085 — 53rd ave s\DESIGN\Drawings\Contract\15085WATRO1.dwg 11/7/2016 1:41 CD _DES_ 1 00 I al 111* 0 10 20 40 60 SCALE IN FEET PLAN STA 18+07.32, 8.58' RT 1-HYDRANT ASSEMBLIY STA 18+07.71, 20.67' RTO 1-FIRE HYDRANT M WATER GENERAL NOTES 1. FOR GENERAL WATER NOTES AND DETAILS SEE SHEETS 26. 2. 3. 4. 5. 6. 7. 8. 9. 10. CONSTRUCTION NOTES O INSTALL 12' CLASS 52 D.I. WATER PIPE. OINSTALL LONG SLEEVE COUPLING AND CONNECT TO EXISTING SYSTEM. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING MAIN. O INSTALL HYDRANT ASSEMBLY PER COT STD PLAN WS-13. O REMOVE EXISTING FIRE HYDRANT AND HYDRANT ASSEMBLY. O INSTALL HORIZONTAL 11.25' BEND. O INSTALL HORIZONTAL 22.5' BEND. O INSTALL HORIZONTAL 45' BEND. ® INSTALL HORIZONTAL 90' BEND. O INSTALL TEE. 10 INSTALL 1' WATER SERVICE PER COT STD PLAN WS-01. RECONNECT TO EXISTING SERVICE. 6-1)INSTALL 3/4' WATER SERVICE PER COT STD PLAN WS-01. RECONNECT TO EXISTING SERVICE @ INSTALL END CAP. 13 NOTE 13 14 NOTE 14 e NOTE 15 10 N01E 16 0 NOTE 17 0 NOTE 18 0 NOTE 19 8/aon. PUBLIC WORKS KEPT_ *ENGINEERING *STREETS *WATER* SEW ER*BUILDING * designed drawn checked prof eng prof dir field bk no by xx xx xx date xx xx xx KPC4 Interdisciplinary Design 3131 Elk Ave 2502 Jefferson Ave Su8e400 Tama, WA98402 Seattle, WA 98121 (253) 627-0720 (206) 286-1640 vemkpg.com 60% REVIEW 53RD AVENUE SOUTH WATER PLAN 53RD AVE S STA 14+50 TO STA 19+00 29 81 file 0 15085WATR0I.DWG scal r=40' no date revisions date xwxxixx ings\Contract\15085WATROLdwg 11/7/2016 1 STA 20+80.97, 8.15' jRT 1—HYDRANT ASSEMBLY OSTA 20+82.08, 14.30'RT 1—FIRE HYDRANT -U1413 ///d'////%!/''r ti//J/ c 2T+OC PLAN 0 10 20 40 60 SCALE IN FEET III YLLIJItli/ uI� //Y///// s ///A//A// 0 0 ti s WATER GENERAL NOTES 1. FOR GENERAL WATER NOTES AND DETAILS SEE SHEETS 26. 2. 3. 4. 5. 6. 7. 8. 9. 10. CONSTRUCTION NOTES 01 INSTALL 12. CLASS 52 D.I. WATER PIPE. OINSTALL LONG SLEEVE COLIPUNG AND CONNECT TO EXISTING SYSTEM. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING MAIN. INSTAU. HYDRANT ASSEMBLY PER COT STD PLAN WS-13. O REMOVE EXISTING FIRE HYDRANT AND HYDRANT ASSEMBLY. O INSTALL HORIZONTAL 11.25' BEND. INSTALL HORIZONTAL 22.5' BEND. INSTALL HORIZONTAL 45' BEND. ® INSTALL HORIZONTAL 90' BEND. (� INSTAU. TEE. 10 INSTALL 1' WATER SERVICE PER COT STD PLAN WS-01. RECONNECT TO EXISTING SERVICE. 6--1)INSTALL 3/4. WATER SERVICE PER COT STD PLAN WS-01. RECONNECT TO EXISTING SERVICE 0 INSTALL END CAP. 0 NOTE 13 14 NOTE 14 10 NOTE 15 10 NOTE 16 0 NOTE 17 0 NOTE 18 0 NOTE 19 eiG-oorz PUBLIC WORKS' 7—.- * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked prof eng prof dir field bk no by xx xx xx date xx xx xx KPH Interdisciplinary Design 3131Eliot Ave 2502Jefferson Ave Suie400 Seale, WA98121 (206) 286-1640 Tacana, WA 98402 (253) 627-0720 ontkpg.00m 60% REVIEW 53RD AVENUE SOUTH WATER PLAN 53RD AVE S STA 19+00 TO STA 23+50 i ♦ 30 81 file n0 15085WATROI.DWG scale 1°=aa no date revisions date xxnaixx _, •-1 • • ._J N N W STA 23+70.15, 7.58' RT 1—HYDRANT ASSEMBLY u) STA 2 70.30, 1 1—FIRE HYDRANT M 11 s PLAN 0 10 20 40 60 SCALE IN FEET 3.28, 7. 3' RT t STA 26+92.93, 23.39' RT 1—FIRE HYDRANT MATCH ENE S ATER GENERAL NOTES 1. FOR GENERAL WATER NOTES AND DETAILS SEE SHEETS 26. 2. 3. 4. 5. 6. 7. 8. 9. 10. v CONSTRUCTION NOTES O INSTALL 12. CLASS 52 D.I. WATER PIPE. OINSTALL LONG SLEEVE COUPUNG AND CONNECT TO EXISTING SYSTEM. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING MAIN. O INSTALL HYDRANT ASSEMBLY PER COT STD PLAN WS-13. 0 REMOVE EXISTING FIRE HYDRANT AND HYDRANT ASSEMBLY. O INSTALL HORIZONTAL 11.25' BEND. O INSTALL HORIZONTAL 22.5' BEND. O INSTALL HORIZONTAL 45' BEND. O INSTALL HORIZONTAL 90' BEND. O INSTALL TEE. 0 INSTALL 1' WATER SERVICE PER COT STD PLAN WS-01. RECONNECT TO EXISTING SERVICE. 0 INSTALL 3/4' WATER SERVICE PER COT STD PLAN WS-01. RECONNECT TO EXISTING SERVICE @ INSTALL END CAP. @ NOTE 13 0 NOTE 14 @ NOTE 15 0 NOTE 16 0 NOTE 17 0 NOTE 18 @ NOTE 19 8/6 PUBLIC WORKS Z7EPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked prof eng prof dir field bk no by xx xx xx date xx xx xx "CPC* Interdisciplinary Design 3131 Elidl Ave 2502 Jefferson Ave Stale 400 Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0120 (206) 286-1640 www.lcpg,can 60% REVIEW 53RD AVENUE SOUTH W WATER PLAN 53RD AVE S STA 23+50 TO STA 28+00 31 81 file no 15085WATROI.DWG scale 1•=ao no date revisions date xx/XX/XX • '-1• ..J a LO i 5 1 CO • a_ 0 N Axe £Woo , r si wa TTW 29+00 1 /r d- 667 tTT 11111* 0 10 20 40 60 SCALE IN FEET PLAN 1€ialial Mm; . WATER GENERAL NOTES 1. FOR GENERAL WATER NOTES AND DETAILS SEE SHEETS 26. 2. 3. 4. 5. 6. 7. 8. 9. 10. CONSTRUCTION NOTES 0 INSTALL 12" CLASS 52 D.I. WATER PIPE. OINSTALL LONG SLEEVE COUPLING AND CONNECT TO EXISTING SYSTEM. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF DOSING MAIN. 0 INSTALL HYDRANT ASSEMBLY PER COT STD PLAN WS-13. O4 REMOVE EXISTING FIRE HYDRANT AND HYDRANT ASSEMBLY. O INSTALL HORIZONTAL 11.25' BEND. O INSTALL HORIZONTAL 225' BEND. O INSTALL HORIZONTAL 45' BEND. ® INSTALL HORIZONTAL 90' BEND. O INSTALL TEE. 10 INSTALL 1' WATER SERVICE PER COT STD PLAN WS-01. RECONNECT TO EXISTING SERVICE 6-1)INSTALL 3/4' WATER SERVICE PER COT STD PLAN WS-01. RECONNECT TO EXISTING SERVICE 0 INSTALL END CAP. 10 NOTE 13 8 NOTE 14 15 NOTE 15 0 NOTE 16 10 NOTE 17 0 NOTE 18 8 NOTE 19 e lG OG/2 PUBLIC WORKS If> I- 1P T_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked proj eng prof dir field bk no by xx xx xx date xx xx xx KPC4 Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Su4e 400 Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0720 (206)286-1640 wwwJpg•can 60% REVIEW 53RD AVENUE SOUTH WATER PLAN 53RD AVE S STA 28+00 TO STA 31+50 no date revisions 32 81 file no 15085WATR0I.DWG scale r = 40. date XXIXX'xx ngs\Contract\15085WATR02.dwg 11/7/2016 LO 0 0 599+poS 137TH ST as 0 as STA 31+51.81, 13.68' RT 1—HYDRANT ASSEMBLY t, et- N 31+572''° t. SyEft 11111,4J STA 31+51.67 22.70' RT 1—FIRE HYDRANT PLAN 0 10 20 40 60 SCALE IN FEET MATCH LINE STA 40+40 SHEET 34 STA 601+81.35, 1.24' LT 1—HYDRANT ASSEMBLY OSTA 601+82.07, 22.91' RT 1—FIRE HYDRANT 02+00 WATER GENERAL NOTES 1. FOR GENERAL WATER NOTES AND DETAILS SEE SHEETS 26. 2. 3. 4. 5. 6. 7. 8. 9. 10. CONSTRUCTION NOTES O INSTALL 12' CLASS 52 D.I. WATER PIPE. OINSTALL LONG SLEEVE COUPLING AND CONNECT TO EXISTING SYSTEM. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING MAIN. O INSTALL HYDRANT ASSEMBLY PER COT STD PLAN WS-13. 0 REMOVE EXISTING FIRE HYDRANT AND HYDRANT ASSEMBLY. O5 INSTALL HORIZONTAL 11.25' BEND. O INSTALL HORIZONTAL 22.5' BEND. 0 INSTALL HORIZONTAL 45' BEND. O INSTALL HORIZONTAL 90' BEND. O INSTALL TEE. 10 INSTALL 1' WATER SERVICE PER COT STD PLAN WS-01. RECONNECT TO EXISTING SERVICE. 11 INSTALL 3/4' WATER SERVICE PER COT STD PLAN WS-01. RECONNECT TO EXISTING SERVICE. 10 INSTALL END CAP. 0 NOTE 13 8 NOTE 14 0 NOTE 15 16 NOTE 16 0 NOTE 17 10 NOTE 18 10 NOTE 19 Eg-0012 PUBLIC W0221-CS 17, * ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked prof eng prof dir field bk no by xx xx xx date xx xx xx MPG. Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253)627-0720 (206) 286-1640 wentkpg.can 60% REVIEW 53RD AVENUE SOUTH WATER PLAN 53RD AVE S & S 137TH ST STA 599+00 TO STA 602+00 33 81 file no 15085WATR02.DWG scale r = 4o' no date revisions date xXixwxx n . J \PROJECTS\TUKWILA\15085 — 53rd ave s\DESIGN\Drowings\Contract\15085WATR02.dwg 11/7/2016 1 MATCH UNE STA p-� s -53RDAVEs w v 0 rrrrrirlrp` PLAN \ STA., 43+43.25, 24.66' RT 1—FIR€ HYDRANT \ \ ,\ ,\ 0 10 20 40 SCALE IN FEET 60 STA 43+42.26, 2.43' LT 1—HYDRANT ASSEMBLY • a/ All CONSTRUCTION NOTES 0 INSTALL 12* CLASS 52 D.I. WATER PIPE. OINSTALL LONG SLEEVE COUPLING AND CONNECT TO EXISTING SYSTEM. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING MAIN. O INSTALL HYDRANT ASSEMBLY PER COT STD PLAN WS-13. O4 REMOVE EXISTING FIRE HYDRANT AND HYDRANT ASSEMBLY. O INSTALL HORIZONTAL 11.25' BEND. O INSTALL HORIZONTAL 22.5' BEND. O INSTALL HORIZONTAL 45' BEND. ® INSTALL HORIZONTAL 90' BEND. O INSTALL TEE. t0 INSTALL 1' WATER SERVICE PER COT STD PLAN WS-01. RECONNECT TO EXISTING SERVICE. 11 INSTALL 3/4* WATER SERVICE PER COT STD PLAN WS-01. RECONNECT TO EXISTING SERVICE. 0 INSTALL END CAP. 13 NOTE 13 14 NOTE 14 1) WATER GENERAL NOTES 1. FOR GENERAL WATER NOTES AND DETAILS SEE SHEETS 26. 2. 3. 4. 5. 6. 7. 8. 9. 10. 6/•-o64/2.. PUBLIC WORKS If) I- :1r> T_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked prof eng prof dir field bk no by xx xx xx date xx xx xx KPGr Interdisciplinary Design 3131 Elliott Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0720 (206) 286-1640 w+nv.kpg.cam 60% REVIEW 53RD AVENUE SOUTH WATER PLAN 53RD AVE S & 52ND AVE S STA 40+40 TO STA 700+25 no date revisions 34 81 file no 15085WATR02.DWG scale 1' = 4o' date xx/xwxx } • ngs\Contract\15085WATR02.dwg 11/7/2016 9. LO o MATCH UNE STA 31+ /if/////*/ ////////hW STA 701+50.11, 28.54' LT 1—FIRE HYDRANT STA 701+50.95, 16.93' LT 1—HYDRANT ASSEMBLY PLAN 0 10 20 40 60 SCALE IN FEET WATER GENERAL NOTES 1. FOR GENERAL WATER NOTES AND DETAILS SEE SHEETS 26. 2. 3. 4. 5. 6. 7. 8. 9. 10. CONSTRUCTION NOTES ® INSTALL 12' CLASS 52 D.I. WATER PIPE. 2 INSTALL LONG SLEEVE COUPLING AND CONNECT TO EXISTING SYSTEM. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING MAIN. O INSTALL HYDRANT ASSEMBLY PER COT STD PLAN WS-13. ® REMOVE EXISTING FIRE HYDRANT AND HYDRANT ASSEMBLY. O INSTALL HORIZONTAL 11.25' BEND. ® INSTALL HORIZONTAL 22.5' BEND. O INSTALL HORIZONTAL 45' BEND. ® INSTALL HORIZONTAL 90' BEND. O INSTALL TEE. 10 INSTALL 1' WATER SERVICE PER COT STD PLAN WS-01. RECONNECT TO EXISTING SERVICE. 11 INSTALL 3/4' WATER SERVICE PER COT STD PLAN WS-01. RECONNECT TO EXISTING SERVICE @ INSTALL END CAP. @ NOTE 13 0 NOTE 14 @ NOTE 15 0 NOTE 16 17 NOTE 17 10 NOTE 18 0 NO1E 19 ea-- on_ PUBLIC' WORKS 1 EPT_ * ENGINEERING *STREETS *WATER*SEWER*BUILDING* designed drawn checked proj eng proj dir field bk no by xx xx xx date xx xx xx KPC Interdisciplinary Design 3131Eke Ave 2502 Jefferson Ave Sete 400 Tacoma, WA 68402 Seattle, WA 98121 (253) 621-0720 (206) 286.1640 www.k g,can 60% REVIEW 53RD AVENUE SOUTH WATER PLAN 52ND AVE S STA 700+25 TO STA 702+76 35 81 file 0 15085WATR02.DWG scal T'=40' no date revisions date XX/XX/XX . J J • L.J W gs\Contract\15085DRWY01.dwg 11/7/2016 12:02 PM _ _ \ • SD ''„ 4 _ ,? tx 1 In tV ' Z S oo tY • • 5• 53RD AVE S c \ 53RD ;AVE l01•92.81 = D1 0+000i09 PLAN 0 5 10 20 SCALE IN FEET DRIVEWAY 1 30 D1 STA 0+00 TO STA 0+50 190._.._ S 190 ...,IN 8 + N O O O C�iG...Opp h 180 N r�....y.� II Ed...s 170 ....... . > -2.00 160 N a{d 4.32% 0+00 0+50 PROFILE HOR: 1'=40' VER: 1'=201 180 • r- . • u_�S rs'� so v V 4 s G 53RD AVE S PLAN G — O S I• \ 53RD AVE 11+43.28 - D2 0+00.00 5 10 20 0 SCALE IN FEET DRIVEWAY 2 D2 STA 0+00 TO STA 0+50 200 190 180 N ....* 11 N 1- N a s a czt ra 30 200 190 180 170 170 170 18.0 % 6.00% 12.00%.. 160 160 ; 1;50% ............... ..00% 1 160 0+00 0+50 PROFILE HOR: 1'=40' VER: 1'=20' PROFILE G LO S G S 53RD AVE S PLAN \ 53RD AVE 12+26.96 = DI. 0+00.00 0 5 10 20 30 SCALE IN FEET 190 180 170 160 DRIVEWAY 3 D3 STA 0+00 TO STA 0+50 Q^ H Ui j'N N yr N a 1.50% 150 0+00 3.46% 190 180 170 160 150 0+50 PROFILE HOR: 1'=40' VER: 1-=20' 0 SD • . i G G \ Z j. S S cp 53RD AVE S 53RD AVE 12+70.75 = D4 0+00.00 PLAN 0 5 10 20 30 SCALE IN FEET 190 180 170 160 DRIVEWAY 4 G ; I D4 STA 0+00 TO STA 0+65 M} d :-��}0..._Q`n N.�.,..*- in N 150 ;' 00% 0+00 9.00% 1.50% 190 180 g.n._.._..170 PROFILE HOR: 1'=40' VER: 1'=20' 0+65 DRIVEWAY PLAN LEGEND HMA FOR NEW PAVEMENT SECTION CEMENT CONC. SIDEWALK AND/OR PAVEMENT MODULAR BLOCK OR STRUCTURAL EAR1H WALL } F DRIVEWAY PROFILE LEGEND ■� 160.,. 150 EXISTING GROUND PROPOSED GROUND PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked by xxx xxx xxx date xx xx xx prof eng prof dir field bk no Interdisciplinary Design 3131Bit toe 2502Jefferson Ave Suit; 400 Seale, WA 98121 (206) 286-1540 Tama, WA 98402 (253) 627-0720 ww dtpg,com 60% REVIEW 53RD AVENUE SOUTH DRIVEWAY PLAN & PROFILE DRIVEWAY 1 TO DRIVEWAY 4 36 81 file no 150850RWY0I.DWG scale 1 = 4o. no date revisions date XX/xX/XX DRIVEWAY PLAN LEGEND n T 7 53rd Ave SVESIGN WrawingsVontract \150850RWYOLdwg 11/7/2016 12:02 K: VROJECTSVUKWILA\1508 C:a Ca L O + - + Ca 1/1 c)\ c) SCA 1! 13113)0 1 • 53RD AVE 13+17.84 D5 0+00.00 I 53RD AVE 1 D6 0+00.00 45.58 PLAN 0 5 10 20 30 SCALE IN FEET DRIVEWAYS 5 & 6 D5 STA 0+00 TO STA 0+50 180 180 170 S 8 170 rsi • 11 csi 160 160 Qnos s 150 150% 4.02% ; 150 140 140 0+00 0+50 PROFILE HOR: 1"=40' VER: 1"=20' D6 STA 0+00 TO STA 0+50 180 180 170 160 150 1 I I -ic lc - §- cp N II Olt * -ar I— 0- Q. I 170 J-0 u : 640% -12:61%" 1.50X 160 150 140 I 140 0+00 0+50 PROFILE HOR: 1-=40VER: 1"=20' PROFILE Ca LO + z _53RD_AVE S-- s G 1411400 11 G 53RD AVE 13+91.50 D7 0+00.00 PLAN 0 5 10 20 30 SCALE IN FEET DRIVEWAY 7 D7 STA 0+00 TO STA 0+50 180 180 170 170 Zs — u zi.; 160 7 11 e-".... • a. "' : 160 u - i 150 i-- - - - - 1 150 6.00X 3.37% 140 : : 140 0+00 0+50 1 50X PROFILE HOR: 1=40' VIER: 1-=20' -3 53RD AVE S 11 5SIRD AVE 15+00.71 = D8 0±00.00 PLAN 0 5 10 20 SCALE IN FEET DRIVEWAY 8 D8 STA 0+00 TO STA 0+50 180 180 170 gl 160 E 160 -/•• Erd 150 150 6.00% 150% 140 : 140 0+00 0+50 PROFILE HOR: 1-=40' VIZR: 1-=20' I/ / J HMA FOR NEW PAVEMENT SECTION CEMENT CONC. SIDEWALK AND/OR PAVEMENT MOOULAR BLOCK OR STRUCTURAL EARTH WALL DRIVEWAY PROFILE LEGEND — — EXISTING GROUND PROPOSED GROUND e•-ofoe -1! 3 IF IL 11 ai LIE3I__,X1 WORKSiii * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked by xxx xxx xxx date xx xx xx prof eng prof dir field bk no ICE"G• Interdisciplinary Design 3131 Elliott Ave 2502 Jefferson Ave SuRe 400 Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0720 (206) 286-1640 vAwi.kpg.cam 60% REVIEW 53RD AVENUE SOUTH DRIVEWAY PLAN & PROFILE DRIVEWAY 5 TO DRIVEWAY 8 37 81 filen° 15085DRWYOI.DWG scale 1.= 40' no date revisions date XX/XX/XX ..7 —J • s\Controct\15085DRWY01.dwg 11/7/2016 12:02 PM Cal •\ . D9' 4 D — t; 53RD AVE S Cr PLAN 53RD AVE 15+27.53 = D9 0+00.00 0 5 10 20 30 SCALE IN FEET DRIVEWAY 9 D9 STA 0+00 TO STA 0+50 180 ui 170 160 . 150 rs 11. 8 180 N N c6 }} — N1 '2 n 170 q'tII Nu'1....11 c4 to `1 sn * IL to CL 6.00X 140 '50X 0+00 Q. '14:91X' 1 CD 0 In co 4 . .n .01 SD PLAN G S 0 53RD AVk S 16 0I. \ 53RD AVE 15+73.88 = D10 0+00.00 0 5 10 20 30 SCALE IN FEET 180 170 II If 160 160 "'" DRIVEWAY 10 D10 STA 0+00 TO STA 0+50 B.00X i 140 0+50 PROFILE HOR: 1•=40' VER: 1'=20' [1I 11.50% 2.56% 140 0+00 0+50 PROFILE HOR: 1•=40' VER: 1'=20' 180 170 160 150 140 PROFILE 0 u7_ 0 OD a •D 011 • G SD 116#8DQ3RD AVE Sc, PLAN SD SD --1 0 \ 53RD AVE 16+18.98 = D11 0+00.00 0 5 10 20 30 SCALE IN FEET 180 DRIVEWAY 11 D11 STA 0+00 TO STA 0+50 170 ? N N 170 180 II r cn 160 :��...._.._....s .._.._5 n 160 150 5.29% 140 6•cc% 1:50X 0+00 0+50 PROFILE HOR: 1'=40' VER: 1'=20' 150 140 _ — D D ' s• 4 D •p • D12 .A 4 D 5 S 53RD-AVES S 53RD AVE 16+64.99 = D12 0+00.Q0 PLAN 0 5 10 20 30 SCALE IN FLLI 180 170 DRIVEWAY 12 D12 STA 0+00 TO STA 0+50 8 160 1....e' 150 II 11 yr II_N II a �..a•• a.. N N. n: 10.00X 140 6413X 150% 0+00 0+50 PROFILE HOR: 1'=40' VER: 1 =20' 180 170 160 150 140 a DRIVEWAY PLAN LEGEND • HMA FOR NEW PAVEMENT SECTION CEMENT CONC. SIDEWALK AND/OR PAVEMENT MODULAR BLOCK OR STRUCTURAL EARN WALL 11. 1- DRIVEWAY PROFILE LEGEND ■_ EXISTING GROUND PROPOSED GROUND eg-0012, PUBLIC WC:/kitr s D1'PT_ * ENGINEERING *STREETS *WATER*SEWER*BUILDING* designed drawn checked by xxx xxx xxx date xx xx xx prof eng prof dir field bk no MPG. Interdisciplinary Design 3131 Eliott Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle WA98121 (253)627-0720 (206) 266-1640 www.kpg.can 60% REVIEW 53RD AVENUE SOUTH DRIVEWAY PLAN & PROFILE DRIVEWAY 9 TO DRIVEWAY 12 no date revisions J 38 \ 81 file no 150850RWY01.DWG scale r = 40' date xxixlvxx K:\PROJECTS\TUKWILA\15085 — 53rd Ave S\DESIGN\Drawings\Contract\150850RWY02.dwg 11/7/2016 12:02 PM 150 160 � o 8 iA ad Na 140 WOW JJJIj/I, .4 1313.4 w 5310 AVE O w r 5312D-A 7:79- = 013 0+00.00 PLAN 0 5 10 20 SCALE IN FEET DRIVEWAY 13 w 30 D13 STA 0+00 TO STA 0+50 160 N. 130 6.00% 1.50% 120 4.70X 0+00 0+50 PROFILE HOR: 1 "= 40' VER: 1 "= 2 0` 150 140 130 J U) c 3c N I 4 , /> :D14E G 53RD AVE S • 1, • $ - ■ 4 1w --------53RD AVE 21+52:97-- .• -\ 5380 -OE .21*n 22r,"--j 014A 0+00.00 01413 0+00.00 ° 150 140 130 PLAN 0 5 10 20 SCALE IN FEET DRIVEWAY 14A D14A STA 0+00 TO STA 0+50 6:00%-' t SOti 120 120 0+00 8.00% 0+50 PROFILE HOR: 1'=40' VER: 1 "=20` 30 150 53RD AVE S 2221230 API 04-20.00 . 4 "�•_ ° D16 4 53RD AVE S ■ y ■ 531 / AVE 22+19.71 = D15 0+00.00 PLAN 0 5 10 20 SCALE IN FEET DRIVEWAY 14AB D14B STA 0+00 TO STA 0+50 150............; 140 140 150 140 130 130 . I 130 120 120 1:50S 0+00 0+50 PROFILE HOR: 1'=40' VER: 1'=20` 120 30 PROFILE G PLAN 53RD AVEl5-+33.53-A"I D16 0+00.00 0 5 10 20 30 SCALE IN FEET DRIVEWAY 15 D15 STA 0+00 TO STA 0+50 160 150 140 130 120 0+00 120 .....:.................... 0+50 PROFILE HOR: 1'=40' VER: 1 "=20` DRIVEWAY PLAN LEGEND 1///////1 HMA FOR NEW PAVEMENT SECTION CEMENT CONC. SIDEWALK AND/OR PAVEMENT MODULAR BLOCK OR STRUCTURAL EAR1H WALL DRIVEWAY PROFILE LEGEND — — — — — EXISTING GROUND DRIVEWAY 16 PROPOSED GROUND D16 STA 0+00 TO STA 0+60 150 150 120 110 15:000VC ad ad 1.50% -4 75% -12:88% 0+00 PROFILE HOR: 1'=40' VER: 1 "=20` 0+60 110 egasOOIL P LL13I IC WORDS * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked prof eng prof dir field bk no by xxx xxx xxx date xx xx xx MPG' Interdisciplinary Design 3131 Ellett Ave 2502 Jefferson Ave Sete CO Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0720 (206) 286.1649 M* kpg.com 60% REVIEW 53RD AVENUE SOUTH DRIVEWAY PLAN & PROFILE DRIVEWAY 13 TO DRIVEWAY 16 39 81 file no 150850RWY02.DWG scale r = 4o. no date revisions date XX/)X/XX / •"1 • .41 • s\Controct\15085DRWY02.dwg 11/7/2016 12:03 PM z 4- 1 w v; 53RD AVE 26+63.60 -' D17 0+00.00 " A PLAN 0 5 10 20 SCALE IN FEET DRIVEWAY 17 30 D17 STA 0+00 TO STA 0+50 150 120 110 i1'50% 0+00 0+50 PROFILE HOR: i'=40' VER: 1'=20' 150 140 130 120 0 u� 0 D18 1--5-3RD-AVENS 313430 W --1 53RD AVE 31+10.49 D18 0+00.00 PLAN 0 5 10 20 30 SCALE IN FEET 120 110 80 DRIVEWAY 18 D18 STA 0+00 TO STA 0+50 0+00 120 80 0+50 PROFILE HOR: 1'=40' VER: 1-=20' PLAN 0 5 10 20 SCALE IN FEET DRIVEWAY 19 D19 STA 0+00 TO STA 0+78 30 0+00 PROFILE PROFILE HOR: 1'=40' VER: PLAN 0 5 10 20 30 SCALE IN FEET DRIVEWAY 20 D20 STA 0+00 TO STA 0+50 190_.. 190_..._._.._.._.._.._..__.._.._....._......_....:...............$.........._......190 0 6 180._.180_..._.....�_u..............._R. o_..__�. .._.._.._. ..N.........._..180 Ed! 170 170 170 150 0+78.09 150 —7.72X 0+00 0+50 PROFILE HOR: 1'=40' VER: 1'=20' 160 150 DRIVEWAY PLAN LEGEND P7//////1 HMA FOR NEW PAVEMENT SECTION CEMENT CONC. SIDEWALK AND/OR PAVEMENT MODULAR BLOCK OR STRUCTURAL EAR1H WALL } 1- DRIVEWAY PROFILE LEGEND �:111 EXISTING GROUND PROPOSED GROUND &Cc0/ z PUBLIC' WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked prof eng prof dir field bk no by xxx xxx xxx date xx xx xx 'CPC* Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Suit 400 Tacoma, WA 98402 Seale, WA 98121 (253)627-0720 (206(286-1640 mwdag.com 60% REVIEW 53RD AVENUE SOUTH DRIVEWAY PLAN & PROFILE DRIVEWAY 17 TO DRIVEWAY 20 no date revisions 9 40 81 file no 15085DRWY02.DWG scale 1..4o. date WYXXX n r ' fl fl 53RD AVE? 53RD A' 12+28.41 = D2f 0+00.00 ar' w w PU\ PLAN DZ1/ • 53R1:1 AVE S 53RD AVE 12+81.45 = /222 G+00.00 131kDO /. '(• NiN < NA N: 'Ik'• • . 4 • •, / • • • 4 e F3 • 14 ' •c:2 in 0 5 10 20 30 SCALE IN FEET DRIVEWAY 21 D21 STA -0+10 TO STA 0+50 180 F? 170 160 i 2 .11.5„,, i 5 10.000VC t.,:6° Si 'ic", r•••• t••••. a Vi< :N 11 170 I-__ s c:LGJE CL 4.1 cf/ i 5 ta- -22 03.t 1:50X -4.95% 150 150 160 140 0+00 0+5 __ PROFILE HOR: 1=40' VER: 1.=20‘ 140 N N 022 • LLI PLAN C3 0 5 10 20 30 SCALE IN FEET DRIVEWAY 22 180 D22 STA 0+00 TO STA 0+50 ,•-• tp., t8 170 a g. Ji g 1- 1- it ci) . s a_ F,ci 160 150 1.50% -5.21%. 180 170 160 150 140 140 0+00 0+50 PROFILE HOR: 1=40VER: 1=20' LIE3i_71-4wcris iiii T-'- *ENGINEERING*STREETS*WATER*SEWER*BUILDING* PROFILE designed drawn checked prof eng prof dir field bk no G G/ 53RD AVE 14+67.33 = D23 o+moo 53RD AVE S by xxx xxx xxx \ N t•Nb-7.7 date xx xx xx PLAN 0 5 10 20 SCALE IN FEET DRIVEWAY 23 - 30 D23 STA 0+00 TO STA 0+50 180 180 1.50X -5.00% 53RD AVE 14+89 81 = 02f a+00.00--- G 151E00 1. PLAN 0 5 10 20 30 SCALE IN FEET DRIVEWAY 24 D24 STA 0+00 TO STA 0+50 180 180 8 r._ 170 170 •.=: — 4t tc:'• Il II II S. -x— i—, 160 g u" n 160 ul 0 150 140 140 0+00 0+50 PROFILE HOR: 1*=40' VER: 1"=20` 3ECPC+ Interdisciplinary Design 3131 EkeAve 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253)627-0720 (206)286-1640 wiwckg.com 60% REVIEW 150 NT: 0 1.50% -6.74% 170 160 150 140 4.00% 140 0+00 0+49.51 PROFILE HOR: 1"=40' VER: 1•=20‘ — — — — — EASING GROUND 53RD AVENUE SOUTH PROPOSED GROUND 6g- wi DRIVEWAY PLAN & PROFILE DRIVEWAY 21 TO DRIVEWAY 24 DRIVEWAY PLAN LEGEND liz/z/zzi HMA FOR NEW PAVEMENT SECTION CEMENT CONC. SIDEWALK AND/OR PAVEMENT MODULAR BLOCK OR STRUCTURAL EARDI WALL 3 F IL DRIVEWAY PROFILE LEGEND li 41 81 file no 15085DRWY02.DWG scale t• = ao' no date revisions date xx/xx/xx \Controct\150850RWY03.dwg 11/7/2016 12:0 K:\PROJECTS\T1JKWLA\15085 — 53rd Ave S\DESIGN\D 53RD AVE 15+51.27 =G D25 0+00.00 1 53RD AVE S +-53RD'AVE-16+84 71 026 0+00.00 1 c 53RD AVE 1-7+08.67 = D27 0+00.00 O 171b�0 53RD-AVE-S W 4 ♦ b. p PLAN 1 0 5 10 20 SCALE IN FEET 180 150 140 DRIVEWAY 25 30 D25 STA 0+00 TO STA 0+50 1.5Dx 0+00 -5.00X 180 170-.. A-160 150 8:37X 140 0+50 PROFILE HOR: 1'=40' VER: 1'=20' PLAN W A -a 1141 • 2 ♦ . . N 0 5 10 20 30 SCALE IN FEET 160 150 130 DRIVEWAY 26 D26 STA •0+10 TO STA 0+50 N 170 160 150 140 -�8.8gs 0+00 PROFILE HOR: 1 "=40' VER: 1 "=20` 130 0+50 • _TLi. -_ a♦._ i D27 .. °-.-• . LAI ♦ e PROFILE 170 160 150- 140 130 PLAN 0 5 10 20 30 SCALE IN FEET DRIVEWAY 27 D27 STA -0+10 TO STA 0+50 -1150X" 0+00 170 160 150 r.... 140 16.74 0+50 PROFILE HOR: 1'=40' VER: 1'=20' 130 53RD AVE 17+56.61 = D28 0+00.00 51RDAVE S W " 53RD AV D28. • N PLAN 10 20 30 0 5 SCALE IN FEET DRIVEWAY 28 D28 STA 0+00 TO STA 0+50 170 130 1,50X 0+00 0+50 PROFILE HOR: 1-=40( VER: 1'=20' 170 160 150 1.40..- 130 DRIVEWAY PLAN LEGEND HMA FOR NEW PAVEMENT SECTION CEMENT CONC. SIDEWALK AND/OR PAVEMENT MODULAR BLOCK OR STRUCTURAL EARTH WALL DRIVEWAY PROFILE LEGEND — — — — EXIS11NG GROUND PROPOSED GROUND da--640/7_ PUBLIC WORKS DEFT_ * ENGINEERING *STREETS *WATER*SEWER*BUILDING* designed drawn checked by xxx xxx xxx date xx xx xx prof eng prof dir field bk no Interdisciplinary Design 3431 Eliot Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253)627-0720 (206)286.1640 wockg.can 60% REVIEW 53RD AVENUE SOUTH DRIVEWAY PLAN & PROFILE DRIVEWAY 25 TO DRIVEWAY 28 42 81 file no 15085DRWY03.DWG scale 1".= no date revisions date xxoovxx / .- c 0 c 53RD AVE oo 53RD AVE 17+94.53 = — oD18129 6)0 0+00.00 � t PLAN 0 170 5 10 20 SCALE IN FEET DRIVEWAY 29 30 D29 STA 0+00 TO STA 0+50 130 ........................... 0+00 170 160 150 140 130 0+50 PROFILE HOR: 1'=40' VER: 1%.201 53RD AVE 18+39.1% _ } / D30 0+00.00 53RI5 AVE S :4 30. 7- W a m PLAN 0 5 10 20 3aa SCALE IN FEET 170 DRIVEWAY 30 D30 STA 0+00 TO STA 0+50 1.50% 130 0+00 0+50 PROFILE HOR: 1'=40' VER: 1'-20r 170 160 150 140 130 PROFILE U 53RD AVE 18+92.80 = D31 0+00.00 O 19E10 53RD AVE S b 4 170 160 150 140 to O PLAN 0 5 10 20 30 SCALE IN FEET DRIVEWAY 31 D31 STA 0+00 TO STA 0+50 tR $� rg �T 11 ill .. ...............ate ... . . y_.... _. _... _.z... 1.50% 130 0+00 140 5.00% 130.... 0+50 PROFILE HOR: 1'=40' VER: 1'=201 53RD AVE 19+75.81 = D32 0+00.00 6 —+ 2 O 53RD AVE S PLAN �D32 W • 10 20 30 0 5 SCALE IN FEET DRIVEWAY 32 D32 STA 0+00 TO STA 0+50 160_._..._.... . 150 140........... 1:50 10.195. -6:00% 0+00 0+50 PROFILE HOR: 1'=40' VER: 1'=20r 160 150 140 130 120 \.\ 7 DRIVEWAY PLAN LEGEND //////.1 HMA FOR NEW PAVEMENT SECTION CEMENT CONC. SIDEWALK AND/OR PAVEMENT MODULAR BLOCK OR STRUCTURAL EAR1H WALL DRIVEWAY PROFILE LEGEND EXIS11NG GROUND PROPOSED GROUND eiG-Gai2 PUBLIC 17V-0i2KS i i i T_ * ENGINEERING *STREETS *WATER*SEWER*BUILDING* designed drawn checked by xxx xxx xxx date xx xx xx proj eng proj dir field bk no KPC Interdisciplinary Design 3131E1io0Ave 2502Jefferson Ave Suite 400 Seathe, WA98121 (206) 286-1640 Tacoma, WA 98402 (253) 627-0720 wwwJ pg.com 60c/0 REVIEW 53RD AVENUE SOUTH DRIVEWAY PLAN & PROFILE DRIVEWAY 29 TO DRIVEWAY 32 43 81 file no 15035DRWY03.DWG scale r = as no date revisions date xx/xxixx n • • •".1 • 02 a 5 Lin co i 0 C —u 53RD AVE 20+40.08 D33 0+00.00 53RD AVE S w <N N PLAN • D33.. cap m N to O 0 5 10 90, SCALE IN FEET 160 150 DRIVEWAY 33 30 D33 STA 0+00 TO STA 0+50 n IIM ch N N II H II O N • 130 1:50% 120 3:60% 0+00 0+50 PROFILE HOR: 1'=40' VER: i'=20' 53RD AVE 21+88.55 - D34 0+00.00 22200 53RD AVE S D Vf PLAN 0 5 10 20 30 SCALE IN FEET DRIVEWAY 34 D34 STA 0+00 TO STA 0+50 160 160 150 140 130 120 150 ^....ate • J.H �... E14� y.�.....y11 0 N S N-...._......b'.. s. 130 1.SOx 120 . 6:00% 0+00 0+50 PROFILE HOR: 1'=40' VER: 1'=20` 160 150 140 130 .._1.20... 53RD AVE 22+72.40 = 035 0+00.00 53RD AVE S PLAN I r 0 5 10 20 30 SCALE IN FEET DRIVEWAY 35 D35 STA 0+00 TO STA 0+50 120 1'50% 110 4 69% 0+00 PROFILE 0+50 150 140 130 120 110 PROFILE HOR: 1'=40' VER: 53RD AVE 23+10.40 = 53RD AVE 23+31.88 = D37 0+00.00 D36 0+00.00 23 D0 0 0 _i DRIVEWAY PLAN LEGEND HMA FOR NEW PAVEMENT SECTION CEMENT CONC. SIDEWALK AND/OR PAVEMENT MODULAR BLOC( OR STRUCTURAL EARTH WALL 0 53RD4IES w 150 140 f=1 D36 W • CO PLAN D37- 0 5 10 20 SCALE IN FEET 30 9,1 DRIVEWAY 36 & 37 D36 STA 0+00 TO STA 0+50 130 N IIN N .r,N ...N S s, s ate• �^ a-- rn T.50% 120 110 0+00 0+50 PROFILE HOR: 1 "=40' VER: 1'=20` 150 140 130 120 110 150 110 /////I DRIVEWAY PROFILE LEGEND D37 STA 0+00 TO STA 0+50 0+00 0+50 PROFILE HOR: 1'=40' VER: 1'=20' EXISTING GROUND PROPOSED GROUND 150 140 130 120 110 if 3 F IL 0 o- F 6/4--oorz PLBLIC W01RKS DEPT_ * ENGINEERING *STREETS *WATER*SEW ER*BUILDING* designed drawn checked by xxx xxx xxx date xx xx xx proj eng proj dir field bk no KPG• Interdisciplinary Design 313tEfo8Ave 2502JefersonAye 540e 400 Seattle, WA 98121 (206) 286-1640 Tacoma, WA 98402 (253) 627-0720 xew.kpg.com 60% REVIEW 53RD AVENUE SOUTH DRIVEWAY PLAN & PROFILE DRIVEWAY 33 TO DRIVEWAY 37 44 81 file no 15085DRWY03.DWG scale 1• = as no date revisions date xx/xxixx '-3 • • 5 cn 5311D AVE 24+ .04 = D38 0+00.00 53R CA —4 AVE S PLAN w w ' ' 038 F. 0 5 10 20 30 SCALE IN FEET DRIVEWAY 38 150 D38 STA 0+00 TO STA 0+55 LA) 140 ""! '''''''' 140 / / / / / / / r+/ / (,) G 53RD AVE 25+02%8 D39 0+00.00 2 rn 53RD AVE S 0 w -a • b PLAN 0 5 10 20 30 SCALE IN FEET DRIVEWAY 39 D39 STA 0+00 TO STA 0+50 150 150 150 H co' tc3 + H.( 130 1'0'9 130 120 • 120 110 1 110 o+ 00 0+55 PROFILE HOR: 1.=40' VER: 1=20. 140 130 •“.). 140 • gi • 130 120 L - 1.50% :it% ' 120 110 110 0+00 0+50 PROFILE HOR: 1=40VER: 1=20‘ G 53RD AVE 25+72 31 Dr 0+00.00 53RPAVE S PROFILE .•. PLAN A tb- kal ' • 7b.. • fsi 0 5 10 20 30 SCALE IN FEET DRIVEWAY 40 D40 STA 0+00 TO STA 0+50 150 140 110 8.00% 0+00 0+50 110 PROFILE HOR: 1=40' VER: 0 150 140 130 53IRD AVE 2443.61 = D41 0+00.00 • W 53RD/AVE S • •D41 4 •t. . • ••• — PLAN 0 5 10 20 30 SCALE IN FEET DRIVEWAY 41 D41 STA 0+00 TO STA 0+60 150 15 140 . 8 2 .-, AS ..10.000VC..0.7.;..1-41 cn N i cn 130 47715— ri .4,1-it • ••••-,, w •-••-•Zsi•17. .N. ................. mitt iLitt o_ ' •.• ...... 120 120 23.21 1101 00 11: .50% • t4•92,; r ! I 10 0+60 • 13 PROFILE HOR: 1"=40' VER: 1-=201 ... 1 12 DRIVEWAY PLAN LEGEND • • HMA FOR NEW PAVEMENT SECTION CEMENT CONC. SIDEWALK AND/OR PAVEMENT MODULAR BLOCK OR STRUCTURAL EARTH WAU_ DRIVEWAY PROFILE LEGEND — EASING GROUND PROPOSE) GROUND egODIZ It 3 F IL ID IJ r_ vv-c3kizxAs A. s 'kss lb 70 ^I/ * ENGINEERING *STREETS *WATER* S EWER*BUI LDI NG * • 1908 designed drawn checked proj eng proj dir field bk no by xxx xxx xxx date xx xx xx Wirb Interdisciplinary Design 3131 Etat Ave 2502 Jefferson Ave Suit 400 Tacoma, WA 98402 Seattle, WA 98121 (253)627-0720 (206) 286-1640 lwm.kpg.com 60% REVIEW 53RD AVENUE SOUTH DRIVEWAY PLAN & PROFILE DRIVEWAY 38 TO DRIVEWAY 41 45 81 file no 150850RWY03.DWG scale t" = no date revisions date xx/XX/XX KAPROJECTSVUKNLA\15085 — 53rd Ave SVESIGN VrawingsVontract \150850RWY03.dwg 11/7/2016 12:04 PM At c 53RD AVE 2 D53RD4200,0027 . 2two/ D43 0+00:0 °3- .72 53RD AVE —7- —1--- ---.- -.--.L--___t_ --- c---,--. •_,_._ ______ 4_, *a li • ,...,- • • -----,.... ---.__ _ _.. ---c,--- - PLAN 0 5 10 20 3.0 SCALE IN FEET 140 130 DRIVEWAY 42 & 43 D42 STA 0+00 TO STA 0+66 120 i oa 110 (e) s s °- a. a. 8 15.56% 1.53% 28.52% 100 6:00% 0+00 0+66 PROFILE HOR: 1=40' VER: 1=20‘ \ D43 8 STA 0+00 TO STA 0+60 oi 130 13C cJ ttj.S.."11.— N . 120 a' 12C !. a.. 110 110 100 '4.11 Cn I! ................ . s EL 5:38% 1:50% 600X 10C 90 90 0+00 0+60 0+00 0+50 53RD AVE 29+69.67 = 044 0H-00.00 0 53RD AVE S PLAN 0 5 10 20 30 SCALE IN FEET DRIVEWAY 44 D44 STA -0+10 TO STA 0+50 I I o 0 0 Pr) CO cs, - g) ui u-) 7.000VC...< •5 1N... 120 110 100 19.03% .50% PROFILE HOR: 1=40' MER: 1=20' PROFILE 90 PROFILE HOR: 1.=40. VER: 1"=20t DRIVEWAY PLAN LEGEND HMA FOR NEW PAVEMENT SECI10N CEMENT CONC. SIDEWALK AND/OR PAVEMENT MODULAR BLOCK OR STRUCTURAL EAR1H WALL DRIVEWAY PROFILE LEGEND EXISTING GROUND PROPOSED GROUND PLTIE13LICWORKS 17.)1=1)- . ENGINEERING *STREETS*WATER*SEWER*BUILDING* designed drawn checked by xxx xxx xxx date xx xx xx prof eng prof dir field bk no ICPG. Interdisciplinary Design 3131 EWE Ave 2502 Jefferson Ave Suite 400 Seale, WA 98121 (296) 286-1640 Tacna, WA 98402 (253)627-0720 vAimApg,can 60% REVIEW 53RD AVENUE SOUTH DRIVEWAY PLAN & PROFILE DRIVEWAY 42 TO DRIVEWAY 44 46 ) 81 file no 15085DRWY03.DWG scale = ao. no date revisions date XXfloVxx r� -1 ._J • CEMENT CONC. TRAFFIC CURB & GUTTER PER DETAIL, THIS SHEET REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED PAY LIMITS 3/8" EXPANSION JOINT (TYP) 3/4" CURB EXPOSURE AT DRIVEWAY ENTRANCE 3b" THRU EXPANSION JOINT 31" CURB EXPOSURE AT DRIVEWAY ENTRANCE CEMENT CONCRETE SIDEWALK 5.0' 4' CSBC SECTION A -A' COMPACTED SUBGRADE REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED pf�Oe,�pv�`Y RAMP ZENG tfir/ IYAY „CH Du DR/ifirAY TIDY/ ,•►/1PP ' 15' MAX EN �� p0AA///Qpn E ANY K107l� ����� �► r/n/ SQ`/EOlac �`/I� JSOMETRIC VIEW CEMENT CONCRETE TRAFFIC CURB & GUTTER - DRIVEWAY SCHEDULE REFERENCE STATION CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 1 NTS VARIES FROM 3/4" TO 6', MAINTAIN 1H:6V SLOPE ON SIDE OF CURB 6" VARIES MATCH O WAY SLOPE _ L 18" VARIES FROM 1" TO 6' CEMENT CONC. TRAFFIC CURB AND GUTTER AT DRIVEWAY ENTRANCE NTS RAMP ZENC WkF qY EZIOLE- EXISTING PAVEMENT SAWCUT AS INDICATED ON PLANS. NEW PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT. PROVIDE TACK AND COAT AND SEAL JOINT WITH AR4000. EXISTING CEMENT CONC. DRIVEWAY MATCH AT EXISTING EXPANSION JOINTS WHEN POSSIBLE. 36" THRU EXPANSION JOINT N. CURB EXPOSURE AT DRIVEWAY ENTRANCE REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED CEMENT CONC. TRAFFIC CURB & GUTTER PER DETAIL, THIS SHEET COMPACTED SUBGRADE 3S" CURB EXPOSURE AT DRIVEWAY ENTRANCE MPS IFS Srai HMA CL PG 64-22 3" DEPTH OR MATCH EXISTING WHICHEVER IS GREATER 4" CSBC COMPACTED SUBGRADE HMA DRIVEWAY PAVEMENT SECTION NTS 6" CSBC COMPACTED SUBGRADE CSBC DRIVEWAY SECTION NTS 6' CEMENT CONCRETE PAVEMENT 2" CSBC COMPACTED SUBGRADE CEMENT CONC. DRIVEWAY SECTION NTS 3.0' REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED VARIES SEE DWY PROFILES / ,.////\\, SECTION B-B' OR/1f-iyAY Kf07// -411111.01„. DRIVEWAY SCHEDULE REFERENCE STATION PLAN CEMENT CONC. DRIVEWAY ENTRANCE TYPE 2 1.5% 4' CSBC ASPHALT, CEMENT CONC., OR CSBC DRIVEWAY, AS INDICATED ON PLANSHEET. 36" EXPANSION JOINT (TYP) CEMENT CONCRETE TRAFFIC CURB & GUTTER DRIVEWAY SCHEDULE DRIVEWAY NO. CL STATION LT/RT ENTRANCE WIDTH (LF) DRIVEWAY LENGTH (LF) SOUTH RAMP LENGTH (LF) NORTH RAMP LENGTH (LF) D1 10+92.81 LT 13.00 15.50 2.50 2.50 D2 11+43.28 LT 14.00 8.50 2.50 2.50 D3 12+26.96 LT 18.00 18.00 2.50 2.50 D4 12+70.75 LT 11.00 8.00 2.50 2.50 D5 13+17.84 LT 12.00 8.50 2.50 2.50 D6 13+45.58 LT 12.00 20.50 2.50 2.50 D7 13+91.50 LT 22.00 18.50 2.50 2.50 D8 15+00.71 LT 15.00 12.50 2.50 2.50 D9 15+27.53 LT 25.00 8.50 2.50 2.50 D10 15+73.88 LT 10.00 12.50 2.50 2.50 D11 16+18.98 LT 10.00 12.50 2.50 2.50 D12 16+64.99 LT 12.00 8.50 2.50 2.50 D13 20+47.79 LT 12.00 16.50 2.50 2.50 014 21+72.22 LT 13.00 8.50 2.50 2.50 D15 22+19.71 LT 33.00 8.50 2.50 2.50 D16 25+33.03 LT 35.00 8.50 2.50 2.50 D17 26+63.60 LT 20.00 26.50 2.50 2.50 D18 31+10.49 LT 27.00 9.00 2.50 2.50 D19 10+96.97 RT 14.00 22.00 6.00 4.00 D20 11+14.04 RT 12.00 18.50 4.00 6.00 D21 12+28.41 RT 16.00 5.50 6.00 6.00 D22 12+81.45 RT 24.00 17.50 6.00 6.00 D23 14+67.33 RT 16.00 16.00 6.00 8.00 D24 14+89.81 RT 12.00 17.50 8.00 6.00 D25 15+51.27 RT 15.00 5.50 6.00 6.00 026 16+84.71 RT 14.00 5.50 6.00 6.00 D27 17+08.67 RT 10.00 5.50 6.00 6.00 D28 17+56.61 RT 25.00 7.00 6.00 6.00 D29 17+94.53 RT 20.00 11.50 6.00 6.00 D30 18+39.16 RT 27.00 8.50 6.00 6.00 D31 18+92.80 RT 19.00 111.50 6.00 6.00 D32 19+72.81 RT 18.00 5.50 6.00 6.00 D33 20+40.08 RT 18.00 5.50 6.00 6.00 D34 21+88.55 RT 20.00 15.50 6.00 6.00 D35 22+72.40 RT 18.00 13.50 6.00 6.00 D36 23+10.40 RT 12.00 5.50 6.00 4.00 D37 23+31.88 RT 13.00 13.50 4.50 7.00 D38 24+48.10 RT 10.00 5.50 N/A 6.00 D39 25+02.88 RT 14.00 13.50 6.00 6.00 D40 25+72.31 RT 12.00 5.50 6.00 6.00 041 26+43.61 RT 14.00 5.50 6.00 6.00 D42 27+76.10 RT 13.00 8.50 2.50 2.50 D43 28+03.72 RT 14.00 8.50 2.50 2.50 D44 29+69.67 RT 12.00 5.50 6.00 6.00 DRIVEWAY ENTRANCE NOTES 1. ALL JOINTS SHALL BE CLEANED AND EDGED. 2. CEMENT CONCRETE DRIVEWAY ENTRANCES SHALL BE 6" THICK AIR ENTRAINED CLASS 4000, 3-DAY. 3. CONCRETE PAVEMENT SHALL BE BRUSHED TRANSVERSELY WITH A FIBER OR WIRE BRUSH OF A TYPE APPROVED BY THE ENGINEER. 4. 3/8" EXPANSION JOINTS SHALL BE PLACED AT BACK, SIDES, AND FRONT. MAXIMUM EXPANSION JOINT SPACING IS 10' CENTER TO CENTER. 5. DRIVEWAY SURFACE SHALL RECEIVE A LIGHT BRUSH FINISH TRANSVERSE TO TRAFFIC FLOW. 6. SEE DRIVEWAY SCHEDULE FOR DIMENSIONS. -Q0 PUBLIC WORKS DEP T_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked prof eng by ## xx xx proj dir field bk no Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Searle, WA 98121 (253) 627-0720 (2)6)286•1640 xxw.lpg.ms 60% REVIEW 53RD AVENUE SOUTH DRIVEWAY PLAN & PROFILE DRIVEWAY DETAILS no date revisions 47 81 file n0 15085DRWY03.DWG scale 1'=40' date xx/xx/xx / •� • 1 •-, J • VN cn 0 &0 L1 BEGIN WALL 1 WALL 1, STA 0+10.00 53RD AVE t STA 11+10.32, —21.48' LT END WALL 1 WALL 1, STA 32.00 END WALL 2 1 53RD AVE rL S A 11+32.32,—21.48' LT WALL 2, STA 0+67.00 BEGIN WALL 2 53RD AVE t STA 12+16.16,—21.49' LT WALL 2, STA 0+05.00 I 53RD AVE t STA 11+54.16, —21.48' LT 0+35 0+r 0 END WALL 3 WALL 3, STA 0+28.29 53RD AVE t STA 12+65.25, —21.49' LT BEGIN WALL 3 WALL 3, STA 0+01.27 53RD AVE t STA 12+38.24, —21.49' LT C +70 0+/� D2 D3 D4 ry G 11 G 00 G G I G G G 12+00 G G G G w 53RD AVE S WALL 1 STA 0+00 TO STA 0+40 175 8 175 P OF WALL 1UDING CAP BLOCK 170 PROPOSED SACK OF SIDEWALK 2 "N and 8 wog rJrd • 165 0+00 170 EXISTING GROUND AT -FACE -OF WALL CONSTRUCT MODULAR BLOCK.CUT-WAL4 PER DETAL, I165 SHEET..62..........................65. 0+40 PROFILE HOR: 1'=20' VER: 1'=5.0' 170 165 160 155 w PLAN 0 5 10 20 SCALE IN FEET 30 WALL 2---..-'""---STA 0+00 TO STA 0+80 TOP -0E-..WALL _.._.__.._.._.._. INCLUDING CAP BLOCK Iw T17 Nd r3wte PROPOSED BACK "OF"SIDEWALK EXISTING GROUND AT ACE'OF WALL 170 EXISTING GROUND AT B FT OFFSET LEFT FROM.FACE.QF WALL ...-..-....165 CONSTRUCT STRUCTURAL EARTH CUT WALL PER DETAIL, SHEET 61. 0+00 PROFILE HOR: 1'=20' VER: i'=5.0' 0+80 160 155 w WALL 3 :,;;STA 0+00 TO STA 0+32 165 _ 165 Vl� a 111 INC:LUOING CAP BLOCK Ncn nd PROPOSED BACK OF SIDEWALK PROFILE HOR: 1'=20' VER: 1'=5.0' EXISTING GROUND AT -...4 FT OFFSET LEFT FROM FACE OF WALL CONSTRUCT MODULAR BLOCK CUT WALL PER DETAIL, SHEET 62 155 0+32 EXISTING GROUND AT FACE OF WALL - ooa. PUSLIC WORKS * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked proj eng proj dir field bk no by xxx xxx xxx date xx xx xx KPC Interdisciplinary Design 3131 EI2502JeffersonAve Suite 400 Tarawa, WA 98402 Seattle, WA 96121 (253) 627-0720 (206)286.1640 nwwipg.com 60% REVIEW 53RD AVENUE SOUTH WALL PLAN & PROFILE WALL 1 TO WALL 3 no date revisions 48 81 file no 15085WALLOI.DWG scale 1' = a0' date xx/xx/xx rl • 1 •, ngs\Contract\150B5WALL01.dwg 11/7/2016 12:27 PM k:\PROJECTS\TUKWLA\15085 — 53rd ave s\DESIGN\Dr BEGIN WALL 6 WALL 6, STA 0+10.00 53RD AVE t STA 16+77.00, —21.50' LT BEGIN END WALL 5 WALL 4, STA 0+02.00 WALL 5, STA 0+34.00 t STA 12+76.76, —21.49' LT 53RD AVE t STA 16+58.99, —21.50' LT END BEGIN WALL 5 1 WALL 4, STA 0+27.50 WALL 5, STA Q+17.98 t STA 13+02.25, —21.49' LT 53RD AVE t STA 16+42.97, —21.50' LT 0+36 D5 c c 13+00 c 160 155 I PROPOSED BACK OF SIDEWALK 150 53RD AVE S WALL 4 STA 0+00 TO STA 0+36 .. TOP ..OF..WALL . INCLUDING CAP BL00K "'� ( 4d _._160,_ EXISTING GROUND AT 4 FT OFFSET LEFT FROM FACE OF WALL EXISTING GROUND AT FACE .OF..WALLI 150 00 011 c +36 0+00 I I D12 G G END WALL 6 WALL 6, STA 1+24.44 53RD AVE t STA 17+73.43, —39.52' LT PT WALL 6 WALL 6, STA 1+12.52 53RD AVE t STA 17+73.61, —27.59' LT PC WALL 6 WALL 6, STA 1+00.63 53RD AVE t STA 17+67.62, —21.50' LT \\\\\\\\\\\\\\�\\\ \\\{\\\\\\\\\\\\\\\\\\\\\\\\\\\ 17+00 G c G c c \ 155_ PLAN 0 5 10 20 30 SCALE IN FEET WALL 5 STA 0+00 TO STA 0+36 53RD AVE S 0 t- (nib a. . 150 top OF_.WAL1....._..._.._...._ 3d 9JCLUDING CAP BLOCK PROPOSED BACK OF SIDEWALK 145 0+00 0+36 0+00 CONSTRUCT MODULAR CONSTRUCT MODULAR BLOCK CUT WALL BLOCK CUT WALL PER DETAIL PER DETAIL, SHEET 62. SHEET 62. PROFILE HOR: 1'=20' VER: 1'=5.0' PROFILE HOR: 1'=20' VER: 1'=5.0' 155 EXISTING GROUND AT FACE OF WALL . 145 0+36 155 150 145 140 W W W W N_/ W WALL 6 STA 0+00 TO STA 1+30 155 NO 0+00 PROPOSED BACK OF SIDEWALK PROFILE HOR: 1'=20' VER: 1'=5.0' Tom.._. WALL .............. INCLUDING CAP BLOCK 1 150 EXISTING GROUND AT FACE OF WALL b • ,aus... 145 CONSTRUCT STRUCTURAL EARTH.. CUT. WALL PER DETAIL, SHEET 61. 140 1+00 1+30 old-oaiZ PUBLIC' WORKS DEFT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked prof eng proj dir field bk no by xxx xxx xxx date xx xx xx KPGr. Interdisciplinary Design 3131EIidlAve 2502Jefferson Ave Suite 400 Teem, WA 98402 Seattle, WA 98121 (253) 627-0720 (206) 286-1640 wvm.kpg.mn 60% REVIEW 53RD AVENUE SOUTH WALL PLAN & PROFILE WALL 4 TO WALL 6 J 49 81 file no 15085WALL01.DWG scale 1•=aa no date revisions date xx/xx/xx • iJ \PROJECTS\TUKWLA\15085 — 53rd ave s\DESIGN\Drawings\Contract\150B5WALL01.dwg 11/7/2016 12:27 c 18+00 BEGIN WALL 7 WALL 7, STA 0+00.01 f STA 18+15.32, —40.04' LT PC WALL 7 WALL 7, STA 0+21.26 1 STA 18+16.45, —20.33' LT PT WALL 7 WALL 7, STA 0+28.48 ( STA 18+23.04, —18.50' LT \\\\\\\\\\`IN NNNN\NN\N AP WALL 7 WALL 7, STA 0+70.45 / STA 18+63.74, —18.50' LT AP WALL 7 WALL 7, STA 0+19.92 % STA 18+66.74, —21.50' LT END WALL 7 WALL 7, STA 2+56.00 53RD AVE ( STA 20+35.80, —32.00' LT AP WALL 7 WALL 7, STA 2+42.50 1 53RD AVE (, STA 20+35.80, —21.50' LT \\\\\\\N\\\NNN r NNN\N\NNNN\\\N\\\\NNNN�\\`t`\\\N\\\NNNN\\NNN\NNNN\N\\C "eN\N\\\\\N\N\\\\\1N\ w D4014 150 145 145 135 130 4 CD z�^ wed c c G z G 19+00 PLAN w G 0 5 10 20 30 SCALE IN FEET w "_i c 53RD AVE S WALL 7 STA 0+00 TO STA 2+60 TOP OF WALL INCLUDING CAP BLOCK 20+00 EXISTING GROUND AT 2.5.FT OFFSET LEFT FROM FACE OF WALL w c PROPOSED BACK OF SIDEWALK CQNSTRUCT STRUCTURAL EARTH CUT. WALL PER DETAIL, SHEET 61. EX+S11NG GROUND AT FACE OF WALL 0+00 1+00 PROFILE HOR: 1'=20' VER: 1'-5.0' 2+00 J It 3 50 145 N 135 130 2+59.76 /4i• oone • } F PUBLIC WORKS J�EPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked prof eng prof dir field bk no by xxx xxx xxx date xx xx xx Interdisciplinary Design 3131Eliot Ave 2502Jefferson Ave Suite 400 Seattle, WA 98121 (206) 286.1640 Tacoma, WA 98402 (253) 627-0720 wwwJpg.can 60% REVIEW 53RD AVENUE SOUTH WALL PLAN & PROFILE WALL 7 50 ) 81 file no 15085WA1L01.DWG scale 1. = as no date revisions date xx/xx/xx n _ .4 - kAPROJECTS\11JKWILA\15085 — 53rd ove s\DESIGN\DrawingsVontroct\15055WALL01.dwg 11/7/2016 12:27 BEGIN WALL 8 WALL 8, STA 0+05.00 c. STA 22+38.72, -20.00' LT 0+00 1+00 AP WALL 8 WALL 8, STA 1+63.05 Q STA 23+97.43, -19.99' LT AP WALL 8 WALL 8, STA 1+93.07 STA 24+26.79, -20.00'LT 2+00 END WALL 8 WALL 8, STA 2+82.31 , STA 25+16.03, -20.00 LT 2+87 • • . • I • - 130 125 120 115 w w w 23+00 . •••1 PROPOSED BACK OF SIDEWALK w G PLAN w G w G 53RD AVE S 0 5 10 20 30 SCALE IN FEET 24+00 WALL 8 STA 0+00 TO STA 2+87 c 25+00 w w w w D38 D39 a 4 a H 4 CONSTRUCT MODULAR BLOCK FEL WALL PER DETAIL. SHEET 62. 4 A A COSTING GROUND AT FACE OF WALL 7-1 2 0+00 1+00 _1='LLIE31_,IG" WORKS If31117-.. * ENGINEERING *STREETS *WATER* SEW ER*BUILDING * designed drawn checked prof eng prof dir field bk no by xxx xxx xxx date xx xx xx PROFILE HOR: 1-=20. ‘4ER: 1..5.0' IC1PG Interdisciplinary Design 3131 Eliott Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253)627-0720 (206) 286%1640 Ymw.150.cnrn 60% REVIEW 2+00 53RD AVENUE SOUTH WALL PLAN & PROFILE WALL 8 130 125 120 115 2+87 no date revisions If 3 IL 11 ui 51 81 file n0 15085WALLO1.DWG dasCatele xr= 40' xixxixx ings\Controct\15085WALL01.dwg 11/7/2016 12:28 PM Vf o 125 120 115 110 0+00 016 BEGIN WALL 9 WALL 9, STA 0+05.00 STA 25+53.53, —20.00' LT N.\N\\N\N NN \N\\\NN.\\N\\N\ END WA' WALL 9, STA/ Q C\\N\N\\NNNNNN\CNN\'�\ AP WALL10 WALL 10, STA 0+13.31 STA 26+81.91, —20.50' LT BEGIN WALL 10 WALL 10, STA 0+05.00 STA 26+73.60, —20.50' LT 9 STA 1+04.32 6+52.85, —20.00' LT G G 26+00 G 1+ G END WALL 10 WALL 10, STA 0+55.64 c, STA 26+97.82, —56.60' LT \ I AP WALL 10 WALL 10, STA 0+36.89 STA 26+97.87, —37.85' LT 0 ,-. PROPOSED BACK Le c» OF SIDEWALK W WALL 9 STA 0+00 TO STA 1+09 PLAN 53RR,AVE § 0 5 10 20 30 SCALE IN FEET a j 2 CONSTRUCT MODULAR BLOCK ..ELL .WALL PER DETAL, EXIS11NG GROUND AT FACE OF WALL SHEE.T..62 0+00 PROFILE HOR: 1'=20' VER: 1'=5.0' 125 120 115 110 1+00 1+09 PROPOSED BACK OF SIDEWALK 120 110 EXISTING GROUND AT FACE OF WALL 105 0+00 G G 27+00 w N 1 W WALL 10 STA 0+00 TO STA 0+60 CONSTRUCT STRUCTURAL EARTH'FILL 'WALL PER DETAIL SHEET 61. PROFILE HOR: 1'=20' VER: 120 BLACK VINYL COATED CHAIN UNK FENCE OW HANDRAIL V4IERE SHOWN ON PLANS. PLACE PER WALL MANUFACTURER'S RE.COMMENDATIQN. SEE FENCE DETAL, SHEET 61. SEE CITY OF TUKWILA STEEL PIPE HANDRAIL DETAIL, RS-05. 0+60 115 110 105 eg-o0/2 1 P LJSL.IC WORKS DEP T_ * ENGINEERING *STREETS *WATER*SEWER*BUILDING* designed drawn checked prof eng prof dir field bk no by xxx xxx xxx date xx xx xx KPC4 Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Suite 400 Tamrra, WA 98402 Seattle, WA 98121 (253) 627-0720 (206) 286.1640 wockpg.can 60% REVIEW 53RD AVENUE SOUTH WALL PLAN & PROFILE WALL 9 TO WALL 10 52 81 file no 15085WALL0I.DWG scale 1• = as no date revisions date xx/xx/xx n • aJ gs\Controct\15085WALL01.dwg 11/7/2016 12:28 PM 0 .75 co G G BEGIN WALL 11 WALL 11, STA 0+00.00 t STA 27+41.99, —38.70' LT PC WALL 11 WALL 11, STA 0+03.22 STA 27+41.92, —35.47' LT PT WALL11 WALL 11, STA 0+26.16 STA 27+56.92, —20.50' LT L.. r... a — .w,u, L.i ...Y rERMNUS 7 C 28+00 1. 115 110 105 100 W 95 8 VI CONSTRUCT STRUCTURAL EARTH FILL WALL PER •DETAIL, SHEET 6+:. PLAN G W 0 5 10 20 30 SCALE IN FEET PROPOSED BACK OF S0EWALK IEXIS11NG GROUND AT (FACE .OF WALL EXISTING GROUND AT FACE OF WALL PROFILE HOP: 1'=20' \ER: 1'=5.0' W I W j I 29+00 r BLACK' VINYL COATED CHAIN LINK FENCE OR HANDRAIL WHERE SHOWN ON PLANS. . PLACE PER WALL; MANUFACTURER'S RECOMMENDATION... SEE.. FENCE .DETAIL, ..SHEET 61. SEE CITY OF TUKWILA STEEL PIPE HANDRAIL DETAIL, RS-05. 4. ei4e)oi z PUBLIC we i xis DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUI LDIN G * designed drawn checked prOj eng prof dir field bk no by xxx xxx xxx date xx xx xx KPQ Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Sube 400 Tacare, WA 98402 Seattle, WA 98121 (253) 621-0720 (206)286.1640 vwxkpg.can 60% REVIEW 53RD AVENUE SOUTH WALL PLAN & PROFILE WALL 11 53 81 file no 15085WALLOt.DWG scale 1' = 4o' no date revisions date XXDOX/XX 1 • J 5 0 END WALL 11 WALL 11, STA 3+66.23 . STA 30+96.99, -20.50' LT --------- -----II END WA II 12 1 I WALL 12, STA 0+54.35 t STA 31+89.55, -48.31' LT PT WALL 12 , I WALL 12, STA 0+47.57 , 1 PC WAU. 12 i STA 31+89.55, -41.53' LT I. WALL 12, STA 0+14.60 STA 31+68.60, -20.50' LT 3+00 3+71 w w w 30+00 w w 31+00 D18 BEGIN WALL 12 WALL 12, ,STA 0+05.00 t STA +59.00, -20.50' LT w w w wN WA 3NI1 HaLVIN CONSTRUCT STRUCTURAL EARTH Fla WALL PER DUAL SHEET• 61. BLACK.IANYL.COATED CHAIN.UNK..FENCE OR HANDRAIL WHERE SHOWN ON PLANS. PLACE PER WALL .MANUFACTURER'S PLAN 0 5 10 20 SCALE IN FEET 30 53RD AVE S RECOMMENDATION. SEE FENCE DETAIL. SHEET 61. SEE CITY OF IUKWILA STEEL PIPE HANDRAIL-REFAIL, RS-0& . . . . . 4 .......... .... ..... ..... -1. EXISTING GROUND AT FACE -OF WALL EXISTING GROUND AT• 4 FT OFFSET FROM FACE OF WALL PROPOSED BACK OF SIDEWALK 110 105 100 - 7.A d.. F-J PROFILE HOR: 1*=20' VER: 1=5.0' 95 100 95 90 CONSTRUCT STRUCTURAL EARTH FILL WAU; PER DETAIL, SHEET 61 100 BLACK %ANYL COATED CHAIN LINK -FENCE OR HANDRAIL WHERE SHOW ON PLANS. PLACE PER WALL MANUFACTURER'S RECOMMENDATION. SEE FENCE DETAIL, SHEET 61. SEE aTY OF 'RJKWILA STEEL PIPE HANDRAIL DETAIL RS-05. EISTING ;GROUND ;AT 85 FACE OF WALL 80 EXISTING GROUND AT 4 FT OFFSET FROM FACE OF WALL 95 PROPOSED BACK OF SIDEWALK 4 75 0+00 PROFILE HOR: 1"=20' \ER: 1•=5.0' 5 80 75 0+59.35 614 -0/ 3 IL li _17°L_TJE31IC' WORKS _D * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked proj eng prof dir field bk no by xxx xxx xxx date xx xx xx IC.3E2°C4 Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Suge 400 Tacoma, WA 98402 Seattle, WA 98121 (253)627-0720 (206) 286-1640 xew.18/cc 60% REVIEW 53RD AVENUE SOUTH WALL PLAN & PROFILE WALL 11 TO WALL 12 [ 5841 file no 15085WALLO1.DWG scale t• = 40' no date revisions date xx/xxixx • ngs\Contract\15085WALL02.dwg 11/7/2016 12:2 k:\PROJECTS\TUKWLA\15085 — 53rd ave s\DESIGN\Dr 11 3 G 00 G G 12+00 5D AVE S w D19 D20 0+00 w �_._....I 1 I 170 165 160 155 P \\\\\\\\\\\\\\ BEGIN WALL 14 WALL 13, STA 0+05.00 t STA 11+20.04, 17.01' RT AP WALL13 WALL 13, STA 0+61.09 t STA 11+73.74, 17.00' RT P �BEgN WALL 13 WALL 13, STA 0+15.35 . STA 11+29.20, 20.01' RT —AP WALL 13 WALL 13, STA 0+11.00 t STA 11+26.03, 17.01' RT AP WALL 13 WALL 13, STA 0+56.73 ( STA 11+70.58, 20.00' RT PLAN 0 5 10 20 SCALE IN FEET WALL 13 STA 0+00 TO STA 1+13 STING GROUND -AT FACE OF WALL CONSTRUGT-MODULAR-BLOCK...._._..... FILL WALL WITH THICKENED EDGE PER DETAIL SHEET 62. 0+00 PROFILE HOR: 1'=20' VER: 1'=5.0' 30 PROPOSED BACK OF SIDEWALK END WALL 13 WALL 13, STA 1+07.75 t STA 12+20.40, 17.02' RT 1+00 b 1+13 D21 0+00 BEGIN WALL 14 WALL 14, STA 0+05.00 �{ STA 12+42.41, 17.01' RT 170 165 160 155 ..........:..................... 1+12.75 \\\\\\\\\\\' ` P END WALL 14 WALL 14, STA 0+27.03 . STA 12+64.45, 17.01' RT- 0+32 D22 0 WALL 14 -N W - STA 0+00 TO STA 0+32 z �- 160 mad 6 3d160 155........... XISIING GROUND Al ACE OF WALL 150 PROPOSED BACK 1111111111%1_ OF SIDEWALK 155_ CONSTRUCT MODULAR BLOCK Fti WALL YWTH THICKENED EDGE PER DETAIL SHEET 62. 0+00 150 ................................... 0+32.04 PROFILE HOR: 1'-20' VER: 6/4-00/2, P UBLIC WC.)"; D * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked prof eng prof dir field bk no by xxx xxx xxx date xx xx xx IKPQ Interdisciplinary Design 3131 Eke Ave 2502 Jefferson Ave Suite400 Tacoma, WA 96402 Seale, WA 98121 (253) 627-0720 (206) 286.1640 \4 WJWg.com 60% REVIEW 53RD AVENUE SOUTH WALL PLAN & PROFILE WALL 13 TO WALL 14 55 1 81 file no 15085WALL02.DWG scale 1• = as no date revisions date xXXXixx .7 0 U 5 cc G w 14+00 • M c c w 000 160 155 150 \\ \� \\\\\\\\\\\\\\\\NI\\\\\\\\\\\\\\�! \\\\\\\\.\\ 7.\\\\\\\\\\.\\\\\` END WALL 15 WALL 15, STA 1+32.89 t STA 14+52.85, 17.50' RT BEGIN WALL 15 WALL 15, STA 0+05.00 4. STA 13+24.96, 17.49' RT PLAN 0 5 10 20 30 WALL 15 SCALE IN FEET STA 0+00 TO STA 1+38 BLACK.. VINTL. COATED..CHAIN. UNK..FENCE OR HANDRAIL WHERE SHOWN ON PLANS. PLACE PER WALL -MANUFACTURER'S RECOMMENDA110N. SEE FENCE DETAIL SHEET 61. SEE-CITY-OF1iiiiTTEE _ PROPOSED BACK OF SIDEWALK PROP BACK OF SIDEWALK cn fV cn a 4 145..................................._EXIST1NG...GROUND- ..AT 0+00 FACE OF WALL EXISTING GROUND 4 FT OFFSET LEFT AT FACE OF WALL A . � t CONSTRUCT STRUCTURAL EARTH Flu WALL 1 TH THICKENED EDGE PER DETAIL SHEET 61. PROFILE HOR: 1'=20' VER: 1'=5.0' 1+00 c 15+00 c w WI G 160 w BEGIN WALL 16 WALL 16, STA 0+05.00 STA 15+22.77, 17.01' RT END WALL 16 WALL 16, STA 0+25.97 STA 15+43.74, 17.01' RT 36: WALL 16 STA 0+00 TO STA 0+30 155 155 $ g 155 - v m- `a`�i cn cog? w ' .- PROPOSED BACK o mad OF SIDEWALK ....................... bi 3d 150 CONSTRUCT MODULAR BLOCK FILL WALL WITH THICKENED EDGE PER DETAIL SHEEf 62. EXISTING ..GROUND ..AT FACE OF WALL STATION END STRUCTURAL EARTH WALL BEGIN MODULAR BLOCK WALL .._......_145 1+37.89 150 EXISTING GROUND AT FACE OF WALL 145 0+00 150 CONSTRUCT MODULAR BLOCK ALL WALL YBTH THICKENED EDGE PER DETAIL, SHEET 62. 145 0+30 PROFILE HOR: 1•=20' VER: 6/4- j ii xC WORKS D N:PT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked prof eng proj dir field bk no by xxx xxx xxx date xx xx xx KPQ Interdisciplinary Design 3131 E6olt Ave 2502 Jefferson Ave Suite400 Tamna,WA98402 Seatle, WA 98121 (253)627-0720 (206) 286-1640 w WaPgenn 60% REVIEW 53RD AVENUE SOUTH WALL PLAN & PROFILE WALL 15 TO WALL 16 56 81 file no 15085WALL02.DWG scale 1•=40' no date revisions date xx/xx/xx V G G 1-1 n ..J • • .J ..J J ngs\Contract\15085WALL02.dwg 11/7/2016 12:28 PM \PROJECTS\TUKWILA\15085 — 53rd eve s\DESIGN\Dr 16+00 17+00 w 53RD AVE S w w £ t-00 > I P 155 150 145 BEGIN WALL 17 i WALL 7, STA 0+05.00 STA 15+58.74, 17.00' RT 0 N WALL 17 17, STA 1+23.97 STA 16+77.71, 17.01' RT PLAN 0 5 10 20 SCALE IN FEET WALL 17 STA 0+00 TO STA 1+29 30 1+ t�00 1 1 EXISTING GROUND IAT FACE OF WALL__._..;..._. PROPOSED BACK 4 4 CONSTRUCT MODULAR BLOCK FlLL WALL WITH 'THICKENED EDGE PER DETAL;•SFT 62. 8 140 0+00 PROFILE HOR: 1'=20' VER: 1'=5.0' 1+00 155 150 145 140 1+28.97 Dfi+22 END W4LL 18 WALL 8, STA 0+16.96 STA 17+03.67, 17.00' F BEGIN WALL 18 WALL 18, STA 0+05.00 STA 16+91.71, 17.00' RT WALL 18 STA 0+00 TO STA 0+22 155.............-..-.....-..-......................................................._...._155 150 PROPOSED BACK OF SIDEWALK 145 EXISTING GROUND Al FACE OF WALL 140 t0 150 145 CONSTRUCT MODULAR BLOCK FLL WALL WITH THICKENED EDGE PER DETAIL, SHEET 62. 0+00 140 0+21.96 PROFILE HOR: 1 "=20' VER: 1'=5.0' E4-61ait- P UBLIC WORKS DEP T_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked proj eng proj dir field bk no by xxx xxx xxx date xx xx xx KPGr Interdisciplinary Design 3131 Elba Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle, WA 58121 (253) 627-0720 (206) 286.1643 wweJpg.oan 60% REVIEW 53RD AVENUE SOUTH WALL PLAN & PROFILE WALL 17 TO WALL 18 r 57 81 file no 15085WALL02.DWG scale 1' = 40' no date revisions date xx/xx/XX r� 1, G G G G G G 1 lb 0 VI CO a 19+00 ■ END WALL 19 WALL 19, STA 0+57.51 STA 19+60.81, 17.00' RT BEGIN WALL 19 WALL 19, STA 0+05.00 �{ STA 19+08.29, 17.00' RT 145 140 — . 20+00 0+63 D32 0+00 1 1 w w . \\\\\\\ w 0+° 0 D33 WALL 19 STA 0+00 TO STA 0+63 PROPOSED BACK 3d OF SIDEWALK EXISTING GROUND AT FACE OF WALL 135 0+00 PLAN END WALL 20 WALL 20, STA 0+45.27 STA 20+25.08, 17.00' RT BEGIN WALL 20 WALL 20, STA 0+05.00 ( STA 19+84.81, 17.00' RT 0 5 10 20 30 SCALE IN FEET CONSTRUCT MODULAR BLOCK FLL..WALL ._MTH_ THICKENED_. EDGE PER DETAIL, SHEET 62. PROFILE HOR: 1 "=20' VER: 1"=5.0' 145, 140 135 0+62.51 .40 8.50' RT L 21 WALL 20 STA 0+05.00 +49.08, 153AFO+00 TO STA 0+50 145 145 140 135 C m 3d EASING G OUNO.AT. FACE OF WALL 130 0+00 140 PROPOSED BACK OF SIDEWALK C'4 b�d 135 CONSTRUCT MODULAR BLOCK FILL WALL KITH THICKENED EDGE PER DETAIL SHEET 62. PROFILE HOR: 1"=20' VER: 0+50 130 PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked prof eng proj dir field bk no by xxx xxx xxx date xx xx xx KPC4 Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Su6e 400 Tacoma, WA 98402 Seattle, WA 98121 (253)627.0720 (206)286-1640 wvwkpg.can 60% REVIEW 53RD AVENUE SOUTH WALL PLAN & PROFILE WALL 19 TO WALL 20 1 58 81 file no 15085WAL102.DWG scale 1' = 40' no date revisions date xX7xx/XX r J •.J ngs\Contract\15085WALL02.dwg 11/7/2016 12:28 zo 0 21+00 w w 0+00 145 140 135 NNNNNNN\\NN\\NN\N N\\N AP WALL 21 WALL 21. STA ??? AP WALL 21 ( STA 21+08.62, 22.00' RT WALL 21, STA ??? t STA 20+58.16, 21.98' RT AP WALL 21 WALL 21, STA 0+10.40 t STA 20+54.48, 18.50' RT BEGIN WALL 21 WALL 21, STA 0+05.00 4 STA 20+49.08, 18.50' RT AP WALL 23 WALL 21, STA 0+69.84 t STA 21+12.32, 18.50' RT END WALL 21 WALL 21, STA 0+75.43 t STA 21+16.73, 18.50' RT WALL 21 STA 0+00 TO STA 0+80 0+80 PLAN 0 5 10 20 30 SCALE IN FEET TOP CF WALL INCLUDING CAP BLOCK EASING AT 4 FT OFFSET RIGHT J 1 FROM FACE OF WALL 130 0+00 0 0 N� �a 1115 EXIS11NG GROUND AT FACE OF WALL CONSTRUCT STRUCTURAL EARTH CUT WALL PER DETAIL SHEET 61. PROFILE HOR: 1'=20' VER: 145 140 135 130 0+80.43 L2 25+00 D38 135 130 125 / / / / / / w D39 BEGIN WALL 22 WALL 22, STA 0+04.99 t STA 24+64.14, 22.82' RT AP WALL 22 WALL 22, STA 0+08.59 STA 24+60.56, 23.07' RT END WALL 22 WALL 22, STA 0+40.00 Q STA 24+60.73, 51.67' RT WALL 22 STA 0+00 TO STA 0+45 'o F.o TOP OF WALL _. _t. E..............INCL-UDIN6- CAP- BLOCK. .............._.._........-. o Z yd' N z Ncor 63 3G'1 P. gat N EXISTING GROUND AT FACE OF WALL 120 135 130 -........_125 PROPOSED GROUND ATI DRIVEWAY 38 CENTERLINE ONSTRUCT MODULAR BLOCK CUT WALL PER DETAIL, SHEET 62. 0+00 PROFILE HOR: 1'=20' VER: 1-=5.0' 120 0+45................. e --460/ PUBLIC WORKS If:T_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked prof eng prof dir field bk no by xxx xxx xxx date xx xx xx KPGr Interdisciplinary Design 3131 Elicit Ave 2502 Jefferson Ave SuOe 400 Tama, WA 98402 Seattle, WA 98121 (253) 627-0720 (206)286-1640 www.lrpg.can 60% REVIEW 53RD AVENUE SOUTH WALL PLAN & PROFILE WALL 21 TO WALL 22 59 81 file no 15085WALL02.DWG scale 1' = 40' no date revisions date xxxxixx j • -41 27+00 w cv I AP WALL 23 WALL 23, STA 0H-33.93 t STA 26+85.54, 18.50RT AP WALL 23 WALL 23. STA ??? t STA 26+91.99, 25.51' RT END WALL 23 WALL 23, STA 0+57.62 . STA 27+06.16, 25.47' RT BEGIN WALL 23 WALL 23, STA 0+05.00 t STA 26+56.61, 17.00' RT WALL 23 STA 0+00 TO STA 0+63 125 0_ o+ 120 .m TOP OF WALL 5 ...15 INCLUDING CAP BLOCK gal 115 MNG GROUND AT E OF WALL C L4 CD MIL() CV • .4 %W.. PROPOSED! GROUND AT FACE OF"WALL CONSTRUCT MODULAR BLOCK CUT"WALL PER- DETAIL; - SHErr- -62. 110 1 I 110 0+00 0+62.62 125 120 115 PROFILE HOR: 1"=20' VIER: 1=5.0' 29+00 • • • I - • •I 1+00 AP WALL 24 WALL 24, STA ??? t STA 28+20.84, 29.50' RT BEGIN WALL 24 WALL 24, STA 0+03.49 t STA 28+11.30, 20.00' RT PLAN 0 5 10 20 SCALE IN FEET 115 110 105 30 WALL 24 STA 0+00 TO STA 1+68 AP WALL 24 WALL 24, STA ??? STA 29+46.62, 29.50' RT AP WALL 24 WALL 24, STA 1+55.78 . STA 29+57.58, 18.50' RT END WALL 24 WALL 24, STA 1+63.11 STA 29+63.67, 18.50' RT EXISTING GROUND AT FACE OF WALL 8 115 i TOP..Or WALL INCLUDING CAP BLOCK I , ! . 110 I ! CV d , 100 ...,.. CONSTRUCT STRUCTURAL tAR1H PROPOSED GRwND AT fACE OF WALL CUT WALL PER DEtAIL, SHEET 61. 95 0+00 _F>E_TI3_L,IC4 WORKS _E;1__F"'1--.. * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked proi eng prof dir field bk no by xxx xxx xxx date xx xx xx 6 Interdisciplinary Design 3131 Ebott Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0720 (206) 286-1640 wvailpg.cam 100 I 1 1 i 95 1+00 1+68.11 PROFILE HOR: 1"=20' %ER: 1"=5.0' 60% REVIEW 53RD AVENUE SOUTH WALL PLAN & PROFILE WALL 23 TO WALL 24 no date revisions 60 81 ffien015085WALL02.0WG scale i° = 40' date xx/Xx/xx gs\Conlrocl\15085WALLDET.dwg 11/7/2016 12:28 PM 0 o TOP OF SIDEWALK EXISTING GROUND ELEVATION NOTES: 1. WALL BATTER VARES PER WALL MANUFACTURER, BUT SHALL NOT EXCEED 8' BATTER. ASHLAR PATTERN WALL FACING EXISTING GROUND — EXISTING GROUND REFERENCE POINT (4' FROM FACE OF WALL) 2. CONNECT UNDERDRAIN PIPES TO STORM DRAIN STRUCTURES AT THE LOCATIONS INDICATED ON THE PLANS. CONNECTION PIPES FROM WALLS TO STRUCTURES SHALL BE 6' SOl1D—WALL POLYVINYL CHLORIDE (PVC). UNDERDRAINS TO BE SURROUNDED BY MINIMUM 1'X1', 1.5. MINUS DRAIN ROCK WRAPPED IN CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE. ASHLAR PATTERN WALL FACING ELEVATION 4' MIN. FINISHED GROUND, PROFILE STATION, AND OFFSET REFERENCE zI EXISTING GROUND REFERENCE POINT 4' BENCH — — BLACK VINYL COATED CHAIN UNK FENCE OR HANDRAIL WHERE SHOWN ON PLANS. PLACE PER WALL MANUFACTURER'S RECOMMENDATION. SEE FENCE DETAIL, THIS SHEET. SEE aTY OF TUKWILA STEEL PIPE HANDRAIL DETAIL RS-05. UNIT ALL GEOGRID REINFORCEMENT WHERE RECOMMENDED BY WALL DESIGNER. MINIMUM REINFORCING LENGTH BEHIND BAG( FACE OF WALL SHALL BE 0.7h. GRAVEL BORROW FOR STRUCTURAL EARTH WALL PER SPEC SECTION 9-03.14(4). ►� - J 44 �c�' Q 2' ' 1.5 MA .:E*;!;::3.!..A.;!':: : STRUCTURAL EARTH FILL WALL WITH THICKENED EDGE SIDEWALK NTS EXISTING GROUND UNE FINISHED GRADE AT BASE OF WALL NOTES: 1. WALL BATTER VARES PER WALL MANUFACTURER, BUT SHALL NOT EXCEED 8' BATTER. 2. CONNECT UNDERDRAIN PIPES TO STORM DRAIN STRUCTURES AT THE LOCATIONS INDICATED ON THE PLANS. CONNECTION PIPES FROM WALLS TO STRUCTURES SHALL BE 6' SOLID —WALL POLYVINYL CHLORIDE (PVC). UNDERDRAINS TO BE SURROUNDED BY MINIMUM 1'X1', 1.5. MINUS DRAIN ROC( WRAPPED IN CONSTRUCTION GEOTEXTLE FOR UNDERGROUND DRAINAGE. WALL CAP BLOCK FINISHED GROUND, PROFILE STATION, AND OFFSET REFERENCE 5' CEMENT CONC. SIDEWALK :•-fit.: ?a1:-a 6. CSBC 6' CSBC MIN. LEVELING PAD VARIES, 0.7h MAX —6. CSBC MIN. LEVELING PAD [Clap BLOCK SECTION 5' CEMENT CONC. SIDEWALK 6� CSBC 6' DIAM. PERFORATED PVC UNDERDRAIN PIPE SEE NOTE 2. BLACK VINYL COATED CHAIN UNK FENCE /OR HANDRAIL WHERE SHOWN ON PLANS. PLACE PER WALL MANUFACTURER'S RECOMMENDATION. SEE FENCE DETAIL THIS SHEET. SEE CITY OF TUKWILA STEEL PIPE HANDRAIL DETAL, RS-05. UNIT ALL 6' DIAM. PERFORATED PVC UNDERDRAIN PIPE. SEE NOTE 2. VARES, 0.7h MAX GEOGRID REINFORCEMENT AS RECOMMENDED BY WALL DESIGNER. MINIMUM REINFORCING LENGTH BEHIND FRONT FACE OF WALL SHALL BE 0.7h. GRAVEL BORROW FOR STRUCTURAL EARTH WALL PER SPEC SECTION 9-03.14(4). EXISTING GROUND UNE 1 1.5 MAX STRUCTURAL EARTH CUT WALL NTS SECTION h WALL SCHEDULE WALL NAME WALL TYPE CUT OR FILL HAND RAIUNG (LF) CHAIN UNK FENCE (LF) UNDERDRAIN PIPE YES/NO WALL PLAN & PROFILE SHEET NO. WALL 1 MODULAR BLOCK FILL NO 48 WALL 2 MODULAR BLOCK FILL NO 48 WALL 3 STRUCTURAL EARTH CUT 100 (4') YES 48 WALL 4 STRUCTURAL EARTH / MODULAR BLOC( FILL 374 YES 49 WALL 5 STRUCTURAL EARTH Flu. 107 YES 49 WALL 6 STRUCTURAL EARTH FILL 128 (6') YES 49 WALL 7 STRUCTURAL EARTH FILL 284 YES 50 WALL 8 MODULAR BLOCK FILL NO 51 WALL 9 MODULAR BLOC( CUT 60 (4') NO 52 WALL 10 STRUCTURAL EARTH CUT 100 (4') YES 52 WALL 11 STRUCTURAL EARTH FILL NO 53 & 54 WALL 12 STRUCTURAL EARTH FILL NO 54 WALL 13 MODULAR BLOCK ALL 27 (6) NO 55 WALL 14 MODULAR BLOCK FILL NO 55 WALL 15 STRUCTURAL EARTH FILL NO 56 WALL 16 MODULAR BLOCK FILL NO 56 WALL 17 MODULAR BLOCK ALL NO 57 WALL 18 MODULAR BLOCK FILL NO 57 WALL 19 MODULAR BLOCK FILL NO 58 WALL 20 MODULAR BLOCK FILL NO 58 WALL 21 STRUCTURAL EARTH CUT NO 59 WALL 22 MODULAR BLOCK CUT NO 59 WALL 23 MODULAR BLOC( CUT NO 60 WALL 24 STRUCTURAL EARTH CUT NO 60 UNE POST CAP UNE POST FABRIC 11E — 4•��41��������4/�����H�4►������J� 10' MAX. TOP RAIL, MATCH SLOPE OF FINISHED GRADE ��.- *1: FINSHED GRADE BOTTOM RAILMATCH SLOP OF FINISHED GRADE MQ1 ALL FENCE COMPONENTS TO BE PAINTED BLACK. POST CAP FABRIC: FUSED BONDED VINYL, COLOR BLACK CORNER/END POST (EVERY OTHER POST), LEVEL AND PLUMB TENSION BAND 12. ON CENTER TENSION BAR, LEVEL AND PLUMB CONCRETE FOUNDATION OR INSTALL ON WALL, AS SHOWN ON THE PLANS, PER MANUFACTURER'S RECOMMENDATIONS. BLACK VINYL COATED CHAIN LINK FENCE 6a NTS —OG)Z PUBLIC WO1ZK S * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked by xx xx xx date xx xx xx proj eng proj dir field bk no Interdisciplinary Design 3131 Elatt Ave 2502 Jefferson Ave Sde 409 Seattle, WA 98121 (206) 286-1640 Tacoma, WA 98402 (253) 627-0720 vo w Ang.can 60% REVIEW 53RD AVENUE SOUTH WALL DETAILS 61l 81 file no 15085WALLDET.DWG no date revisions scale 1' = 40' date XX/XX/xx • TOP OF SIDEWAUK ASHLAR PATTERN WALL FACING EXISTING GROUND ELEVATION NOTES: 1. WALL BATTER VARES PER WALL MANUFACTURER, BUT SHALL NOT EXCEED 8' BATTER. 2. CONNECT UNDERDRAIN PIPES TO STORM DRAIN STRUCTURES AT THE LOCATIONS INDICATED ON THE PLANS. CONNECTION PIPES FROM WALLS TO STRUCTURES SHALL BE 6" SOUD—WALL POLYVINYL CHLORIDE (PVC). UNDERDRAINS TO BE SURROUNDED BY MINIMUM 1'X1', 1.5" MINUS DRAIN ROCK WRAPPED IN CONSTRUCTION GEOTEXILE FOR UNDERGROUND DRAINAGE. 4" MIN. FINISHED GROUND, PROFILE STATION, AND OFFSET REFERENCE BLACK VINYL COATED CHAIN UNK FENCE OR HANDRAIL WHERE SHOWN ON PLANS. PLACE PER WALL MANUFACTURER'S RECOMMENDATION. SEE FENCE DETAL, SHEET 61. SEE CITY OF 1UKWILA STEEL PIPE HANDRAIL DETAL, RS-05. UNIT FILL GRAVEL BACKFILL FOR MODULAR BLOCK WALLS PER SPEC SECTION 9-03.12(2). EXISTING GROUND REFERENCE POINT EXISTING GROUND 6" CSBC MIN. LEVELING PAD MODULAR BLOCK FILL WALL WITH THICKENED EDGE SIDEWALK NTS ASHLAR EXISTING GROUND UNE WALL CAP BLOCK PATTERN WALL FINISHED GRADE AT BASE OF WALL ELEVATION NOTES: 1. WALL BATTER VARIES PER WALL MANUFACTURER, BUT SHALL NOT EXCEED 8' BATTER. 2. CONNECT UNDERDRAIN PIPES TO STORM DRAIN STRUCTURES AT THE LOCATIONS INDICATED ON THE PLANS. CONNECTION PIPES FROM WALLS TO STRUCTURES SHALL BE 6" SOLD —WALL POLYVINYL CHLORIDE (PVC). UNDERDRAINS TO BE SURROUNDED BY MINIMUM 1'X1', 1.5" MINUS DRAIN ROCK WRAPPED IN CONSTRUCTION GEOTEXTLE FOR UNDERGROUND DRAINAGE. FINISHED GROUND, PROFILE STATION, do OFFSET REFERENCE 5" CEMENT CONC. SIDEWALK 6" CSBC 6" CSBC MIN. LEVEUNG PAD MODULAR BLOCK CUT WALL NTS PUBLIC WORKS Z7E11::'T_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked prol eng prof dir field bk no by xx xx xx 3' 4,41 date xx xx xx SECTION WALL CAP BLOCK 1 !;•i•'!; i•'t; i•'7 •r•'t;�i•'1;• 3' SECTION KPGr InterdisciplinaryDesign 313105581 a 2502 Jefareon Ave Sei1e400 Taa ra,WA98402 Seattle, WA 98121 (253) 627-0720 (208(286.1640 vomW gj:em 5" CEMENT CONCRETE SIDEWALK `6" CSBC 6" DIAM. PERFORATED PVC UNDERDRAIN PIPE, SEE NOTE 2 BLACK VINYL COATED CHAIN UNK FENCE OR HANDRAL WHERE SHOWN ON PLANS. PLACE PER WALL MANUFACTURER'S RECOMMENDATION. SEE FENCE DETAIL, SHEET 61. SEE CITY OF TUKWILA STEEL PIPE HANDRAL DETAIL, RS-05. GRAVEL BACKFLL FOR WAU_S PER SPEC SECTION 9-03.12(3). UNIT FILL 6" DIAM. PERFORATED PVC UNDERDRAIN PIPE SEE NOTE 2. 60% REVIEW EXISTING GROUND UNE E oa/ 53RD AVENUE SOUTH WALL DETAILS 62 81 file no 15085WALLDET.DWG no date revisions scale 1' = 40'0 date mom •� J ngs\Controct\150851LL01.dwg 11/7/2016 9:06 AM a co CC STA)0+33.86 :.HANNELIZATION CONSTRUCTION NOTES 11 STOP BAR (12') WHITE UNE. THERMOPLASTIC, PER COT STD DETAL 1-1 RS-19. �3 SHARROW SYMBOL VMITE, THERMOPLASTIC, PER DETAL SHEET 68. 4 DOUBLE SOUD YELLOW RAISED PAVEMENT MARKER, PER CITY OF TUKWILA STANDARD DETAIL RS-13. El CROSSWALK (12") WHITE UNE. THERMOPLASTIC, PER COT STD DETAIL RS-19 (CONTROLLED). SINGLE BROKEN YELLOW RAISED PAVEMENT MARKER, PER CITY OF 6 TUKWILA STANDARD DETAIL RS-13. FOR GENERAL NOTES, DETAILS, AND LEGEND SEE SHEET 68. at PLAN 0 10 20 40 60 SCALE IN FEET SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 10+28.45 27.59' LT STREET NAME REMOVE SIGN & POST STREET NAME REMOVE SIGN S2 10+31.57 27.51' LT "S 114TH sr D3-1 (VARIES x 12') NEW "53RD AVE S" D3-1 (VARIES x 12") NEW S3 10+37.34 22.28' LT STOP REMOVE SIGN & POST S4 10+41.91 15.67' LT STOP R1-1 (30" x 30') NEW S5 10+74.68 25.47' LT NO PARKING REMOVE SIGN & POST S6 11+67.33 14.50' RT 25 MPH RELOCATE SIGN & REMOVE POST CRIME WATCH RELOCATE SIGN S7 12+86.09 20.04' LT NO PARKING REMOVE SIGN & POST S8 14+48.18 20.58' LT NO PARKING REMOVE SIGN & POST LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET 'S1' — FOR PANEL SCHEDULE AND ONE UNE DIAGRAM SEE SHEET _) LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT # COMMENTS 1 10+68 14.5' LT COBRA 135W, 4000K, 80 LED, 530 mA, (M—II, B2—UO—G2), 240V 4' I 30' FIXED 1 1 HOUSE SIDE SIE1lD 2 12+51 14.5' LT COBRA 100W, 4000K, 60 LED, 530 mA, (M—II, B2—UO—G2), 240V 4' 30' FIXED 1 HOUSE SIDE SHEILD 3 14+20 14.5' LT COBRA 100W, 4000K, 60 LED, 530 mA, (M—II, B2—UO—G2), 240V 4' 30' FIXED 1 HOUSE SIDE SHEILD ILLUMINATION CONSTRUCTION NOTES 0 CONSTRUCT POLE FOUNDATION AND FURNISH AND INSTALL ROADWAY LUMINAIRE POLE, BREAKAWAY BASE, LUMINAIRE, CONDUIT/WIRING AND AU. ASSOCIATED EQUIPMENT PER COT STD DETAIL RS-20, LUMINAIRE SCHEDULE, THIS SHEET. 4' LUMINAIRE ARMS SHALL BE PER ILLUMINATION DETAILS SHEET 68, ALL OTHER LUMINAIRE ARMS SHALL BE PER COT STD DETAIL RS-20. FOR POLE WRING DETAILS SEE WSDOT STD PLAN J-28.70. FOR JUNCTION BOX LAYOUT DETAIL, SEE SHEET _ (LAYOUT MAY VARY). SEE SPECIAL PROVISIONS. O EXISTING TIMBER UTILITY POLE MOUNTED LUMINAIRE, ARM AND ASSOCIATED WIRING TO BE REMOVED BY OTHERS. COORDINATE WORK WITH SCL REPRESENTATIVE. O FOLLOWING THE INSTALLATION OF NEW MUTES, REMOVE CONFLICTING ABANDONED SECTION OF UTIUTY LINE TO ALLOW FOR FOUNDATION CONSTRUCTION. WIRE SCHEDULE ,6, Gr 1 2" SPARE NOTES: 1. ALL NEW CONDUIT SHALL BE PVC SCH 40, EXCEPT UNDER ROADWAY AND DRIVEWAY USE PVC SCH 80. 2. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND IMRE GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN B AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). CONDUITS 1HAT D0 NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL 8E LABELED 'CITY OF TUKWILA'. 6lG-ooi2 PUBLIC WORKS i EPT_ * ENGINEERING *STREETS *WATER* SEWER*B U ILDING * designed drawn checked proi eng prof dir by BAC BAC JC xx date 11/16 11/16 11/16 xx field bk no IKPQ Interdisciplinary Design 3131EIidtAve 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0720 (206)286.1640 vrww.kpg.mn 60% REVIEW 53RD AVENUE SOUTH ILLUMINATION CHANNELIZATION & SIGNING PLAN 53RD AVE S STA 10+00 TO STA 14+50 3 F u } gi r 63 81 file no 150B5ILL01.DWG scale r = 40' no date revisions date XX, dxx n •1 lb- 0 N co Lel w z Lai • IINNIIIMII ( 1 00 ���0 00 Qsmom ��- ---�0- 53RD. VEST, O1.11 G7 O CHANNELIZATION CONSTRUCTION NOTES III ETI STOP BAR (12") MATE LINE, THERMOPLASTIC, PER COT STD DETAL RS-19. �3 SHARROW SYMBOL WHITE, THERMOPLASTIC, PER DETAL SHEET 68. ❑6 SINGLE BRCKEN YELLOW RAISED PAVEMENT MARKER, PER CITY OF TUKWILA STANDARD DETAL RS-13. FOR GENERAL NOTES, DETAILS, AND LEGEND SEE SHEET 68. PLAN 0 10 20 ) 40 60 SCALE IN FEET STA i7+51.56 T— en z N (.0 Ip 63 O STA 18+13.89 SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S9 17+16.97 15.06' LT NO PARKING REMOVE SIGN & POST S10 17+77.18 17.22' LT STOP REMOVE SIGN & POST S11 17+79.93 24.52' LT STOP R1-1 (30" x 30") NEW STREET NAME RELOCATE SIGN STREET NAME RELOCATE SIGN S12 18+04.99 32.92' LT DEAD END RELOCATE SIGN TO LUMINAIRE POLE & REMOVE POST S13 18+55.02 15.68' LT NO PARKING REMOVE SIGN & POST LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET 'Si' — FOR PANEL SCHEDULE AND ONE UNE DIAGRAM SEE SHEET _) CD CD i7= no. Op LUMINAIRE STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUITCOMMENTS 4 15+55 14.5' LT COBRA 100W, 4000K, 60 LED, 530 mA, (M—II, 82—U0—G2), 240V 4' 30' FIXED 1 'HOUSE SIDE SHEILD 5 16+89 14.5' LT COBRA 100W, 4000K, 60 LED, 530 mA, (M—II, (32—UO—G2), 240V 4' 30' FIXED 1 HOUSE SIDE SHEILD 6 18+05 32.9' LT COBRA 100W, 4000K, 60 LED, 530 mA, (M—II, B2—UO—G2), 240V 4' 30' FIXED 1 HOUSE SIDE SHEILD 7 18+72 14.5' LT COBRA 100W, 4000K, 60 LED, 530 mA, (M—II, B2—UO—G2), 240V 4' 30' FIXED 1 HOUSE SIDE SHEILD 0 u, N 4.1 ILLUMINATION CONSTRUCTION NOTES 0 CONSTRUCT POLE FOUNDATION AND FURNISH AND INSTALL ROADWAY LUMINAIRE POLE, BREAKAWAY BASE, LUMINAIRE, CONDUIT/WIRING AND ALL ASSOCIATED EQUIPMENT PER COT STD DETAL RS-20, LUMINAIRE SCHEDULE, THIS SHEET. 4' LUMINAIRE ARMS SHALL BE PER LLUMINATION DETAILS SHEET 68, ALL OTHER LUMINAIRE ARMS SHALL BE PER COT STD DETAIL RS-20. FOR POLE WIRING DETAILS SEE WSDOT STD PLAN J-28.70. FOR JUNCTION BOX LAYOUT DETAL, SEE SHEET _ (LAYOUT MAY VARY). SEE SPECIAL PROVISIONS. 2 EXISTING TIMBER UTLITY POLE MOUNTED LUMINAIRE, ARM AND ASSOCIATED WIRING TO BE REMOVED BY OTHERS. COORDINATE WORK WITH SCL REPRESENTATIVE. FOLLOWING THE INSTALLATION OF NEW UTIJTIES, REMOVE CONFLICTING ABANDONED SECTION OF UTIJTY LINE TO ALLOW FOR FOUNDATION CONSTRUCTION. WIRE SCHEDULE ,6, �J� 4. 1 2" SPARE All 1. NEW CONDUIT SHALL BE PVC SCN 40, EXCEPT UNDER ROADWAY AND DRIVEWAY USE PVC SCH 80. 2. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND MARE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CTY OF TUKWLA". J rn X WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked prof eng by BAC XX JC XX date xx xx xx xx prof dir field bk no MPG. Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0720 (206)286-1640 vredql.com 60% REVIEW 53RD AVENUE SOUTH ILLUMINATION CHANNELIZATION & SIGNING PLAN 53RD AVE S STA 14+50 TO STA 19+00 no date revisions 64 81 file no 150851LL01.DWG scale 1• = 40' date XX/XX/XX J n 4. J • `.1 ings\Contract\15O85:LO1.dwg 11/7/2016 9:06 K:\PROJECTS\TUKWILA\15085 - 53rd Ave S\DESIGN\Ora 19+00 SHEET ¢ )0 S S CHANNELIZATION CONSTRUCTION NOTES SHARROW SYMBOL WHITE, THERMOPLASTIC, PER DETAL SHEET 68. ❑6 SINGLE BROKEN YELLOW RAISED PAVEMENT MARKER, PER CITY OF TUKWILA STANDARD DETAIL RS-13. FOR GENERAL NOTES, DETAILS, AND LEGEND SEE SHEET 68. PLAN 1E4 20 40 60 SCALE IN FEET "S11 \r—S ^,1 SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S14 20+90.59 17.93' LT NO PARKING REMOVE SIGN & POST S15 22+39.53 23.54' LT 6 HR PARKING RELOCATE SIGN & REMOVE POST S16 22+54.61 18.67' LT NO PARKING REMOVE SIGN & POST LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET'S1' - FOR PANEL SCHEDULE AND ONE UNE DIAGRAM SEE SHEET _) .0 LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT IR COMMENTS 8 20+17 14.5' LT COBRA 100W, 4000K, 60 LED, 530 mA, (M-I, 82-UO-G2), 240V 4' 30' FIXED 1 HOUSE SIDE SHELD 9 21+90 14.5' LT COBRA 100W, 4000K, 60 LED, 530 mA, (M-I, B2-UO-G2), 240V 4' 30' FIXED 1 HOUSE SIDE SHELD 10 23+44 14.5' LT COBRA 135W, 4000K, 80 LED, 530 mA, (M-I, B2-UO-G2), 240V 4' 30' FIXED 1 HOUSE SIDE SHELD ILLUMINATION CONSTRUCTION NOTES e CONSTRUCT POLE FOUNDATION AND FURNISH AND INSTALL ROADWAY LUMINAIRE POLE, BREAKAWAY BASE, LUMINAIRE, CONDUIT/WIRING AND ALL ASSOCIATED EQUIPMENT PER COT STD DETAL RS-20, LUMINAIRE SCHEDULE, THIS SHEET. 4' LUMINAIRE ARMS SHALL BE PER ILLUMINATION DETAILS SHEET 68, AU. OTHER LUMINAIRE ARMS SHALL BE PER COT STD DETAIL RS-20. FOR POLE WIRING DETAILS SEE WSDOT STD PLAN J-28.70. FOR JUNCTION BOX LAYOUT DETAL, SEE SHEET _ (LAYOUT MAY VARY). SEE SPECIAL PROVISIONS. to O EXISTING TIMBER UTILITY POLE MOUNTED LUMINAIRE, ARM AND ASSOCIATED WIRING TO BE REMOVED BY OTHERS. COORDINATE WORK WITH SCL REPRESENTATIVE. rn ® FOLLOWING THE INSTALLATION OF NEW U7UIT1ES, REMOVE CONFLICTING ABANDONED SECTION OF UTILITY UNE TO ALLOW FOR + FOUNDATION CONSTRUCTION. N W WIRE SCHEDULE ,6, ct 1 2- SPARE NOTES: 1. ALL NEW CONDUIT SHALL BE PVC SCH 40, EXCEPT UNDER ROADWAY AND DRIVEWAY USE PVC SCH 80. 2. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN /8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). CONDUITS THAT D0 NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED 'CITY OF 1UKWLA-. Eits• PUBLIC WORKS * ENGINEERING *STREETS *WATER*SEWER*BUILDING* designed drawn checked proj eng prof dir by BAC xx JC XX date xx xx xx xx field bk no KPGr Interdisciplinary Design 3131Elliot Ave 2502 Jefferson Ave Suite 400 Sea0e, WA 98121 (206) 286.1640 Tacara, WA 98402 (253) 627-0720 60% REVIEW 53RD AVENUE SOUTH ILLUMINATION CHANNELIZATION & SIGNING PLAN 53RD AVE S STA 19+00 TO STA 23+50 65 1 81 file no 150851LL01.DWG scale r = 40' no date revisions date xxJxx/xx / n • '1 • s cn 0 MATCH LINE STA 23+50 SH 0 0 —+ rn STA 23+75.57 rn Cs STA`24+37,87 C? � If i 0 1 ( 1? PLAN 0 10 20 40 60 SCALE IN FEET SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S17 24+09.00 19.68' LT NO PARKING REMOVE SIGN & POST S18 24+26.24 26.22' RT STOP RELOCATE SIGN & REMOVE POST STREET NAME RELOCATE SIGN STREET NAME RELOCATE SIGN S19 25+51.38 27.61' LT 6 HR PARKING RELOCATE SIGN & REMOVE POST S20 25+56.35 17.83' RT PEDESTRIAN W11-2 (30" x 30") NEW AHEAD WI6-9P (24" x 12") NEW S21 26+22.88 17.92' RT 25 MPH RELOCATE SIGN & REMOVE POST S22 26+24.51 21.16' LT NO PARKING REMOVE SIGN & POST S23 26+79.13 14.42' RT NO PARKING REMOVE SIGN & POST S24 26+91.25 19.13' LT PEDESTRIAN W11-2 (30" x 30") NEW DOWNWARD DIAGONAL ARROW WI6-7PL (24" x 12") NEW S25 26+91.99 17.79' RT PEDESTRIAN W11-2 (30" x 30") NEW DOWNWARD DIAGONAL ARROW W16-7PL (24" x 12") NEW S26 26+99.46 33.31' LT STOP REMOVE SIGN & POST S27 27+01.89 29.99' LT STOP R1-1 (30" x 30") NEW S28 27+04.11 22.13' RT DEAD END TO REMAIN S29 27+21.01 23.74' RT STOP R1-1 (30" x 30") NEW S30 27+21.11 18.43' RT STOP REMOVE SIGN & POST SD ®® 0 CHANNELIZATION CONSTRUCTION NOTES M STOP BAR (12") WHITE UNE, THERMOPLASTIC, PER COT STD DETAL RS-19. ❑2 CROSSWAUC (12") WHITE UNE, THERMOPLASTIC, PER COT STD DETAIL RS-19 (UNCONTROLLED). �3 SHARROW SYMBOL WHITE, THERMOPLASTIC, PER DETAIL SHEET 68. ❑6 SINGLE BROKEN YELLOW RAISED PAVEMENT MARKER, PER CITY OF TUKWILA STANDARD DETAL RS-13. FOR GENERAL NOTES, DETALS, AND LEGEND SEE SHEET 68. I� �I co 500+20 0 0 0 STA 27+49.87 LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET 'S1' - FOR PANEL SCHEDULE AND ONE UNE DIAGRAM SEE SHEET _) 1— m us = 0 co N MATCH LINE ST ILLUMINATION CONSTRUCTION NOTES ( CONSTRUCT POLE FOUNDATION AND FURNISH AND INSTALL ROADWAY LUMINAIRE POLE, BREAKAWAY BASE, LUMINAIRE, CONDUIT/WIRING AND ALL ASSOCIATED EQUIPMENT PER COT STD DETAL RS-20, LUMINAIRE SCHEDULE, THIS SHEET. 4' LUMINAIRE ARMS SHALL BE PER LLUMINATION DETAILS SHEET 68, AU. OTHER LUMINAIRE ARMS SHALL BE PER COT STD DETAIL RS-20. FOR POLE WIRING DETAILS SEE WSDOT STD PLAN J-28.70. FOR JUNCTION BOX LAYOUT DETAL, SEE SHEET _ (LAYOUT MAY VARY). SEE SPECIAL PROVISIONS. EXISTING TIMBER UTLITY POLE MOUNTED LUMINAIRE, ARM AND ASSOCIATED HARING TO BE REMOVED BY OTHERS. COORDINATE WORK WITH SCL REPRESENTATIVE. O INSTALL ELECTRICAL SERVICE CABINET FOUNDATION AND PROVIDE AND INSTALL ELECTRICAL SERVICE PER DETALS SHEET — INSTALL CONDUITS AND TERMINATE FIELD WIRING PER PLANS. FOR PANEL SCHEDULE AND LOCATION SEE DETALS SHEET SEE SPECIAL PROVISIONS. WIRE SCHEDULE / , , / G 1 2' SPARE NOTES: 1. ALL NEW CONDUIT SHALL BE PVC SCH 40, EXCEPT UNDER ROADWAY AND DRIVEWAY USE PVC SCH 80. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN t8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). CONDUITS THAT D0 NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED 'CITY OF TUKWLA". 2. E/4-o0�2 LUMINAIRE # STATION LUMINAIRE TYPE LUMINAIRE MOUNTING ARM HEIGHT BASE CIRCUIT # COMMENTS OttSt1 11 24+70 14.5' LT COBRA 100W, 4000K, 60 LED. 530 mA, (M-II, 82-UO-G2), 240V 4' 30' FIXED 1 IHOUSE SIDE SHEILO 12 26+41 14.5' LT COBRA 135W, 4000K, 80 LED, 530 mA, (M-II, B2-UO-G2), 240V 4' 30' FIXED 1 HOUSE SIDE SHOW 13 27+80 14.5' LT COBRA 135W, 4000K, 80 LED, 530 mA, (M-II, B2-UO-G2), 240V 4' 30' FIXED 1 HOUSE SIDE SHEILD _F°E.J13 LICE WORKS DEPT_ * ENGINEERING *STREETS *WATER*SEWER*BUILDING* designed drawn checked prof eng prof dir by BAC xx JC XX date xx xx xx xx field bk no KPG' Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Sub 4(q Seattle, WA 98121 (206) 288.1640 Tacoma, WA 98402 (253) 627-0720 wewJ7g.cam 60% REVIEW 53RD AVENUE SOUTH ILLUMINATION CHANNELIZATION & SIGNING PLAN 53RD AVE S STA 23+50 TO STA 28+00 no date revisions J 66 81 file o 150851LL01.DWG scat 1' = 40' date XXJXXJXX • • ngs\Controct\15085!LL01.dwg 11/7/2016 9:06 5 • LO LO i i W 1 Q Q Q .' '.;II.;, Q SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S31 28+16.31 13.42' LT PEDESTRIAN W11-2 (30" x 30") NEW AHEAD WI6-9P (24" x 121 NEW S32 29+14.47 18.36' RT NO PARKING REMOVE SIGN & POST S33 30+81.41 24.41' RT NO PARKING REMOVE SIGN & POST S34 30+82.06 13.96' LT 25 MPH RELOCATE SIGN & REMOVE POST CRIME WATCH RELOCATE SIGN S35 30+96.11 21.56' LT STOP RESET SIGN ON NEW POST, * S36 31+30.94 22.76' LT PARK SIGN RELOCATE SIGN PET SIGN RELOCATE SIGN S37 31+59.78 13.84' LT CHLDREN AT PLAY RELOCATE SIGN & REMOVE POST DRUG FREE ZONE RELOCATE SIGN S38 31+77.32 21.39' RT STOP R1-1 (30" x 30") NEW S39 31+87.33 27.02' RT STOP REMOVE SIGN & POST S40 31+92.98 33.55' LT STOP RELOCATE SIGN & REMOVE POST STREET NAME RELOCATE SIGN STREET NAME RELOCATE SIGN S41 32+19.31 15.74' RT TWO —DIRECTION LARGE ARROW REMOVE SIGN *UMB TREE AS NEEDED FOR LEGIBLJITY OF SIGN IN THE PRESENCE OF THE CITY ARBORIST 0 STA 31+80.81 600+00 32�+24 PLAN 0 10 20 40 60 SCALE IN FEET CHANNELIZATION CONSTRUCTION NOTES 1 STOP BAR (12) WHITE UNE, THERMOPLASTIC, PER COT STD DETAL RS-19. ❑3 SHARROW SYMBOL V41I1E, THERMOPLASTIC, PER DETAL SHEET 68. ❑5 CROSSWALK (12) WHITE UNE, THERMOPLASTIC, PER COT STD DETAIL RS-19 (CONTROLLE)). aSINGLE BROKEN YELLOW RAISED PAVEMENT MARKER, PER CITY OF TUKWLA STANDARD DETAIL RS-13. FOR GENERAL NOTES, DETAILS, AND LEGEND SEE SHEET 68. LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET 'S1' — FOR PANEL SCHEDULE AND ONE UNE DIAGRAM SEE SHEET _) ILLUMINATION CONSTRUCTION NOTES M 1 CONSTRUCT POLE FOUNDATION AND FURNISH AND INSTALL ROADWAY LUMINAIRE POLE, BREAKAWAY BASE, LUMINAIRE, CONDUIT/WIRING AND ALL ASSOCIATED EQUIPMENT PER COT STD DETAIL RS-20, LUMINAIRE SCHEDULE, THIS SHEET. 4' LUMINAIRE ARMS SHALL BE PER RUMINATION DETAILS SHEET 68, ALL OTHER LUMINAIRE ARMS SHALL BE PER COT STD DETAIL RS-20. FOR POLE HIRING DETAILS SEE WSDOT STD PLAN J-28.70. FOR JUNCTION BOX LAYOUT DETAL, SEE SHEET _ (LAYOUT MAY VARY). SEE SPECIAL PROVISIONS. O EXISTING TIMBER UTLITY POLE MOUNTED LUMINAIRE, ARM AND ASSOCIATED WIRING TO BE REMOVED BY OTHERS. COORDINATE WORK WITH SCL REPRESENTATIVE. ® FOLLOWING 1HE INSTAU.A110N OF NEW UTILITIES, REMOVE CONFLICTING ABANDONED SECTION OF UTILITY UNE TO ALLOW FOR FOUNDATION CONSTRUCTION. O RELOCATION OF EXISTING LUMINAIRE BY OTHERS. COORDINATE WORK WITH SCL WIRE SCHEDULE ,t, V 1 2* SPARE ME MEMIIMEM NOTES: 1. ALL NEW CONDUIT SHALL BE PVC SCH PVC SQl 80. 2. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND TIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN 18 AN OR AS NOTED OTHERWISE IN THE WIRE NOTES). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED 'CITY CF TUKWILA". 40, EXCEPT UNDER ROADWAY AND DRIVEWAY USE LUMINAIRE STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT # COMMENTS 14 29+56 14.5' LT COBRA 100W, 4000K, 60 LED, 530 mA, (M—II, B2—UO—G2), 240V 4' 30' FIXED 1 HOUSE SIDE SHEILD 15 31+39 14.5' LT COBRA 100W, 4000K, 60 LED, 530 mA, (M—II, 82—UO—G2), 240V 4' 30' FIXED 1 HOUSE SIDE SHEILD 16 * $ EXISTING COBRA LUMINAIRE EX EX FIXED 1 EX *RELOCATED BY OTHERS PUBLIC WORKS 17EPT_ *ENGINEERING *STREETS *WATER*SEWER*BUILDING* designed drawn checked prof eng prof dir by BAC XX JC XX date xx xx xx XX MPG. Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Sale 400 Seattle, WA 98121 (206) 286-1040 Tacoma, WA 98402 (253) 627-0720 wv v.kpg.00m 60% REVIEW 53RD AVENUE SOUTH ILLUMINATION CHANNELIZATION & SIGNING PLAN 53RD AVE S STA 28+00 TO STA 32+05 u o- 67 81 file no 150851LL01.DWG scale 1' = 4o. field bk no no date revisions date xx/xX/XX ngs\Contract\150851LL01.dwg 11/7/2016 9:07 AM :\PROJECTS\TUKKILA\15085 — 53rd Ave S\DESIGN\Dro THERMOPLASTIC SHARROW MARKING NTS 2" SUPFITTER 4'-0" TAPERED ALUMINUM TUBE 0.125" WALL ALLOY 6063-T6 EXTRUDED ALUMINUM POLE PLATE ALLOY 6063-T6 WITH )r-13NC STAINLESS STEEL HARDWARE. LUMINAIRE ARM DETAIL NTS ILLUMINATION LEGEND EXISTING LEW DESCRIPTION o ROADWAY LUMINAIRE ELECTRICAL SERVICE CABINET JUNCTION BOX TYPE 1, 2, 8 CONDUIT WIRE NOTE CONSTRUCTION NOTE CHANNELIZATION LEGEND s- PROPOSED SIGN EXISTING SIGN SIGN SCHEDULE NOTE CHANNEUZA110N NOTE ILLUMINATION GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, SEATTLE CITY UGHT (SCL) GUIDELINES, CITY OF TUKWILA STANDARDS AND THESE PLANS AND SPECIAL PROVISIONS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE CHRIS DETER, PH: 206-684-3184, FOR ALL REQUIRED COORDINATION WITH SCL 4. THE CONTRACTOR SHALL CONTACT THE aTY REPRESENTATIVE TIM KIRKLAND AT (206) 433-1860 OR TIM.KIRKLANDOTUKWILA.GOV FOR ALL REQUIRED COORDINATION WITH THE aTY OF TUKWILA TRAFFIC OPERATIONS AND SIGNAL MAINTENANCE DEPARTMENT. 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 6. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. CONDUIT SHALL BE PLACED UNDER NEW SIDEWALK WHERE PRACTICABLE. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 7. 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. 8. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE LOCKING, NON-SKID UDS. JUNCTION BOXES SHALL NOT PLACED IN ADA CURB RAMPS OR ADA CURB RAMP LANDINGS. 9. EXISTING OR HIGHER LLUMINA11ON LEVELS SHALL BE MAINTAINED BY USING EXISTING 0R TEMPORARY ILLUMINATION UNI1L THE NEW SYSTEM IS OPERATIONAL THE CONTRACTOR IS ALSO RESPONSIBLE FOR A MAINTAINING A CLEARANCE ZONE OF 10' AROUND EXISTING AERIAL POWER UNES DURING CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY. 10. ALL NEW LUMINAIRE FOUNDATIONS SHALL BE FLUSH WITH SIDEWALK. CHANNELIZATION GENERAL NOTES 1. ALL EXISTING CHANNEUZA110N IN CONFLICT SHALL BE REMOVED PRIOR TO INSTALLATION CF NEW CHANNELIZATION. 2. AU. PAVEMENT MARKINGS SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECFICA110NS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION", 2016. 3. ALL NEW & RELOCATED SIGNS SHALL USE NEW 2"x2" GALVANIZED STEEL POSTS AND POST BASES, INSTALLED PER DETAIL, SHEET 9. NEW SIGNS SHALL BE RETROREFLECTIVE & SHALL MEET MUTCD REQUIREMENTS. 4. ALL NEW STREET NAME SIGNS SHALL BE INSTALLED ON TOP OF SIGN POST WITH TOP POST MOUNTING BRACKETS. 5. ALL SIGNS TO REMAIN SHALL BE PRESERVED AND PROTECTED. 6. ALL SIGNS THAT ARE LOCATED OVER SIDEWALKS SHALL MAINTAIN 7' CLEARANCE FROM TOP OF SIDEWALK TO BOTTOM OF SIGN. 7. CHANNEUZATION STATIOMNG REFERS TO CONSTRUCTION CENTERLINE. ANGLE POINTS ARE PRESENT IN CENTERUNE AUGNMENT, SEE SURVEY CONTROL, SHEET 2. 8. ALL NEW PEDESTRIAN CROSSING AND ADVANCE SIGN ASSEMBUES SHALL BE FLUORESCENT YELLOW -GREEN. /4 sow 00/2.. PUBLIC WORKS DEPT_ * ENGINEERING *STREETS WATER* SEWER*BUILDING * designed drawn checked prof eng prof dir field bk no by ## xx xx date "Ex xx rmx KPG. Interdisciplinary Design 3131EddiAve 2502Je5etsenAve Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0720 (206) 266-1640 w»w.lpg.mm 60% REVIEW 53RD AVENUE SOUTH ILLUMINATION NOTES & DETAILS no date revisions 68 ) 81 file no 150851LL01.DWG scale 1 • = 40 date XX/X)Vxx s\Controct\15085JUT01.dwg 11/7/2016 1:14 PM 5 0 LO LO 0 O w—s 2 CV 1— N P G V& o 4' CHLK A ► - — TV CON BLOCK RF: CONCIR:- WA 5' CONC PILLAR W/ 'EIGHT AT0PI _�_ 4 FLOWERS FLOWERS CONC BOCK RL` 6' WOOD FLOWERS AC I -{ f- Pit-t OHERRYI2 CHERRY2O' f �--� FO 1— fG -8--- G— 1 s./ sue/ c'e ��%' CHLK EI 4 CHLK (11X SPRUCE28" GATE / AC _---_"`- 6' W000 —I COVERED 06 ,IT JT ,�T+ w ~� r wi CO PLAN Q 0 10 20 40 60 SCALE IN FEET 00 JT JT JT t3 4' CHLK =F=154,52 ' • —. • a�tJr \ \- • S ON. U) 8' WOOD ARBOR BUSHES. TREES. AND UNDERGROWTH GENERAL NOTES 1. NOIE 1 2. NOTE 2 3. NOTE 3 4. NOTE 4 5. NOTE 5 6. NOTE 6 7. NOTE 7 8. NOTE 8 9. NOTE 9 10. NOTE 10 4'CHK iJ CONSTRUCTION NOTES ANOTE 1 �NO1E 2 ANOTE 3 A NOTE 4 A NOTE 5 / \ NOTE 6 A NOTE 7 ANOTE 8 A NOTE 9 10 NOTE 10 11 NO1E 11 12 NOTE 12 A NOTE 13 14 NOIE 14 15 NO1E 15 16 NOTE 16 A NOTE 17 1g NOTE 18 E /G- ao/ 2. PUBLIC WORKS 1131.E1=1)u * ENGINEERING *STREETS *WATER*SEW ER*BUILDING* designed drawn checked prof eng prof dir field bk no by xx xx xx date xx xx xx KPG. Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Suite 400 Settle, WA 98121 (206) 286-1640 Tamura, WA 98402 (253) 627-0720 WwW,kpg,mm 60% REVIEW 53RD AVENUE SOUTH JOINT UTILITY TRENCH PLAN 53RD AVE S STA 10+00 TO STA 14+50 1 76 81 file no 15085JUT01,DWG scale 1•=407 no date revisions date xx/xx/xx :\PROJECTS\TUKWILA\15085 — 53rd Ave S\DESIGN\Drawings\Contract\15085JUT01.dwg 11/7/2016 1:14 PM CH LINE STA 14+5 5' IRON ATOP WAL 5' BRICK PILAR (?YP) -1.5" 3 : WA. _ JT 00 r. S w---1-1-i- 4• WWD\ rr-151.28 Fa. : may SPRU5' COD 61 _T { `` - — 5 — ', I s F R15.. STAIR R.. WA so -A-. 11— JT W 4' W000 s i l SD c 00 6' S111CCO PILLAR (TYP) 3' SRICCO WA•, 3' IRON ATOP WAL 03 —.._moo C _ + s —19 F2 ~ N Lai IQ Q Q IQ 00 RE- A. - 4' BRICK P',5AR C0%C RE- WA. J .•'. 1 WLL04/10"(3) 3! BRICK PIIIAR 3' SRCK PLLAR D0CW0009' 4' BRICK PL_AR 00 PLAN • 4 .lr: 0 10 20 40 60 SCALE IN FEET 4' IRON BRCK 4'. RON (TYP) BRICK PILAR (T'P) 6' ypOtb 6' 5' 2 GENERAL NOTES 1. NOTE 1 2. NOTE 2 3. NOTE 3 4. NOTE 4 5. NOTE 5 6. NOTE 6 7. NOTE 7 8. NOTE 8 9. NOTE 9 10. NOTE 10 CONSTRUCTION NOTES A NOTE 1 /' 1 NOTE 2 / \NOTE3 ANOTE 4 / \ NOTE 5 UNOTE 6 /' \ NOTE 7 A NOTE 8 ANOTE 9 10 NOTE 10 11 NOTE 11 12 NOTE 12 13 NOTE 13 !14\ NOTE 14 15 NOTE 15 16 NOTE 16 ANOTE 17 ANOTE 18 64 -00/2 PUBLIC' WORKS L:kEPT_ * ENGINEERING *STREETS *WATER*SEWER*BUILDING* designed drawn checked prof eng proj dir field bk no by xx xx xx date xx xx xx IKPQ Interdisciplinary Design 3131 Molt Ave 2502 Jefferson Ave Side 400 Tacoma, WA 98402 Sale, WA 98121 (253) 627-0720 (266) 286-1640 W*W.kpg.mo 60% REVIEW 53RD AVENUE SOUTH JOINT UTILITY TRENCH PLAN 53RD AVE S STA 14+50 TO STA 19+00 77 81 file no 15085JUT01.DWG scale 1•=40 no date revisions date xwxwxx gs\Contract\15085JUT01.dwg 11/7/2016 K:\PROJECTS\TUKWILA\15085 — 53rd Ave S\DESIGN\Dr 6' WOOD G c 4 C a' hix rr 6 6000 CONC BLACK i:.' Mk! .➢1 CONC R, r WA. 4' WOOD 4' W0OD 3' Ch_K A--2Q+00_ tee I 3a 1N 00 d CSyJI+ iliki SR'CK R;:" WA • 22+00 - s 6 WOOD (POOR COND) PLAN 3' ChJC C04 R:_WA,: 0 10 20 40 60 SCALE IN FEET PUBLIC WORKS DEPT_ * ENGINEERING *STREETS *WATER*SEWER*BUILDING* designed drawn checked proj eng proj dir field bk no by xx xx xx date xx xx xx _JT w w JEEPGr Interdisciplinary Design 3131 Eliot Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253)627-0720 (206) 266-1640 WWW.kpg.can 5 CvLK 60% REVIEW GENERAL NOTES 1. NOTE 1 2. NOTE 2 3. NOTE 3 4. NOTE 4 5. NOTE 5 6. NOTE 6 7. NOTE 7 B. NOTE B 9. NOTE 9 tn 10. NOTE 10 + W CONSTRUCTION NOTES Q / \ NOTE 1 / \ NOTE 2 / \ NOTE 3 A. NOTE 4 ANOTE 5 f \ NOTE 6 / " NOTE 7 A NOTE 8 A NOTE 9 tp NOTE 10 11 NOTE 11 12 NOTE 12 13 NOTE 13 14 NOTE 14 1g NOTE 15 16 NOTE 16 /'r\ NOTE 17 ig NOTE 18 6/4 -CO/ 2._ 53RD AVENUE SOUTH JOINT UTILITY TRENCH PLAN 53RD AVE S STA 19+00 TO STA 23+50 no date revisions 78 1 81 file no 15085JUT01.DWG scale 1'=4a date xxnaaa .J AC • f6AP16- - MAP18• AP4 - CED24' SD 4' WRE 4 RE a' W4E I' CONC BLOCK R' PLAN 0 10 20 40 SCALE IN FEET PUBLIC WORKS _D N:PT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked prof eng prof dir field bk no by xx xx xx date xx xx xx 60 KPG, Interdisciplinary Design 3131Eliot Ave 2502JefesonAve Sub 400 Tacoma, WA 98402 Seale, WA 98121 (253) 627-0720 (206)286-1640 Waw}yg.mn o .4' CRK GATE 60% REVIEW APR. ans. AP 12* �r MAP2' _....... _ANC-� 6' WOOD 4' CN WOOD PLrR BOX 4' WA +=119.98 GENERAL NOTES 1. NOTE 1 2. NOTE 2 3. NOTE 3 4. NOTE 4 5. NOTE 5 6. NOTE 6 7. NOTE 7 8. NOTE 8 9. NOTE 9 10. NOTE 10 CONSTRUCTION NOTES / ' \ NOTE 1 / \ NOTE 2 ANOTE 3 / . \ NOTE 4 A NOTE 5 o \ NOTE 6 ANOTE 7 / a 1 NOTE 8 ANOTE 9 10 NOTE 10 11 NOTE 11 14 NOTE 12 13 NOTE 13 14 NOTE 14 15 NOTE 15 16 NOTE 16 /'r\ NOTE 17 ig NOTE 18 Eldu-ao/z, 53RD AVENUE SOUTH JOINT UTILITY TRENCH PLAN 53RD AVE S STA 23+50 TO STA 28+00 no date revisions 79 81 file no 15085JUT01.DWG scale 1•=4a date XX/X)VXX r-� r. n r � J K:\PROJECTS\TUKWILA\15085 — 53rd Ave S\DESIGN\Drawings\Contract\15085JUT01.dwg 11/7/2016 TA 28+00 SHEET 7 10 YH-K 4" NAP12" MAP12" MAP12" 1,00_ JT • JT MAP12" ,J. )MAP12" CP • 29+00 —"JT 11(44.9 MAP36" 30+00 ikt'R26. 4.5' CONC MEMORIAL W/PLAOI:E D`18: I' 31+00 JT �T Tom— ITT =MakW = _ —7T r- J*.o COnC E OCK R' WA_ R WA, - O.O1. 2.5' BR:CK P O *CED44" -0- -3 RAM KW. 6' C'rLK y ; PLAN 0 10 20 40 60 SCALE IN FEET PLJBLLIC WORKS DEFT_ * ENGIN EERNG *STREETS *WATER* S EWER *BUILDING * designed drawn checked proj eng proj dir field bk no by xx xx xx date xx xx xx r- MPG' Interdisciplinary Design 3131Rice Ave 2502 Jefferson Ave Sub 400 Tawna, WA 98402 Seattle, WA 98121 (253) 627-0720 (266) 286.1640 W,vwkrpg.nn • II MAPS" • ,FB14" M Dwv 60% REVIEW AP20" GENERAL NOTES 1. NOTE1 2. NOTE 2 3. NOTE 3 4. NO1E 4 5. NOTE 5 6. NOTE 6 7. NOTE 7 8. NOTE 8 9. NO1E 9 10. NO1E 10 CONSTRUCTION NOTES A NOTE 1 / \ NOTE 2 ANOTE3 /+1 NO1E 4 ANOTE 5 ° \ NOTE 6 A NOTE 7 ANOTE 8 / \NOTE9 10 NOTE 10 11 NOTE 11 12 NOTE 12 ,4 \ NOTE 13 14\ NOTE 14 ANOTE 15 16 NOTE 16 ANO1E 17 ANOTE 18 J 3 ai u elt 53RD AVENUE SOUTH JOINT UTILITY TRENCH PLAN 53RD AVE S STA 28+00 TO STA 32+05 80 81 file no 15085JUT01.DWG no date revisions scale 1" = as date xX7xx'xx