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HomeMy WebLinkAboutPermit PL12-013 - CITY OF TUKWILA / PUBLIC WORKS - 2012 SMALL DRAINAGE PROJECT2012 SMALL DRAINAGE PROJECT CITY OF TUKWILA -PUBLIC WORKS PL1 2-001 3 E 12-003 SEPA Ci4R of 9ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: hn://www.Tukwi]aWA.f4ov DETERMINATION OF NON -SIGNIFICANCE (DNS) File Number: E12-003 Applied: 05/10/2012 Issue Date: 07/02/2012 Status: APPROVED Applicant: CITY OF TUKWILA, PUBLIC WORKS Lead Agency: City of Tukwila Description of Proposal: The 2012 Small DrainagefProgrmlprovides necessary maintenace and repair to the City's drainage system at nine locations tthroughout the City. A description of each individual project is outlined below: Site 1 - Gilliam Creek Inlet: The existing inlet structure and pipe crossing Southcenter Boulevard to the Sound Transit Detention facility are in need of maintenance. The project includes restoration of failing rock slope protection, improved access for structure maintenance by City crews, and trenchless rehabilitation of approximately 195 feet of 30" concrete storm drain pipe. Site 2 - 47th Avenue South: City maintenance crews have identified an area of a public storm drain pipe and two catch basins that requires replacement due to age and damage. This system is a combination of a piped reach of unnamed Ryan Hill Creek system and surface collection of the existing roadway. The project will replace approximately 110 feet of 18-inch pipe, Replacement of two catch basins and trenchless rehabilitation of 3 pipe reaches totalling approximately 100 linear feet of 36 inch pipe. Site 3 - 49th Avenue South: Provide trenchless rehabilitation of approximately 70 feet of 20 inch concrete culvert. Maintenance inspections have revealed this pipe to be in poor repair and in need of rehabilitation. Site 4 - S 128th Street: City maintenance crews have identified an area of public storm drain pipe and two catch basins that requires replacement due to age and damage. This system is a combination of a piped reach of Riverton Creek and surface collection of the existing roadway. The project will replace approximately 110 feet of 12-inch to 24 inch pipe, Replacement of three catch basins and trenchless rehabilitation of 3 pipe reaches totalling approximately 180 linear feet of 24 inch pipe. Site 5 - Tukwila Parkway: An existing 18" storm drain at the north end of the recent Southcenter Access Improvement project was discovered to be damaged and requires replacement. The pipe reach serves as the outlet of the roadway drainage system that outfalls to Gilliam Creek. The project will remove approximately 30 feet of 18 inch pipe and replace with 38 feet of 18 inch pipe and 1 new catch basin. The catch basin and additional pipe is proposed to minimize impact to existing vegetation. Disturbed areas will be restored with native plantings. Site 6 - Fort Dent Park: This project is necessary to provide backflow prevention of high river stages into the drainage collection system serving Fort Dent Park. A manhole and check valve will be installed on the existing 18 inch concrete storm drain pipe and approximately 50' of outfall pipe will be lined to extend useful life. The storm drain will be installed in the existing paved trail on top of the levee to allow future maintenance access. Siie 7 - S 107th Street: Replace failing drainge pipes and catch basins on S 107th Street between 49th Avenue S and Beacon Avenue S and eliminate ditch on the south side of 107th to the extent feasible. This project is necessary in advance of the overlay of S 107th and Beacon Ave that is scheduled for 2013. Site 8 - S 114th Street: Provide drainage crossings and inlets at 3 locations in order to reduce surface flows over the steep embankment and contain them within the existing stormwater collection doc: DNSOP-8/07 E12-003 Printed: 06-29-2012 approximately 30 feet of 18 inch pipe and replace with 38 feet of 18 inch pipe and 1 new catch basin. The catch basin and additional pipe is proposed to minimize impact to existing vegetation. Disturbed areas will be restored with native plantings. Site 6 - Fort Dent Park: This project is necessary to provide backflow prevention of high river stages into the drainage collection system serving Fort Dent Park. A manhole and check valve will be installed on the existing 18 inch concrete storm drain pipe and approximately 50' of outfall pipe will be lined to extend useful life. The storm drain will be installed in the existing paved trail on top of the levee to allow future maintenance access. Site 7 - S 107th Street: Replace failing drainge pipes and catch basins on S 107th Street between 49"' Avenue S and Beacon Avenue S and eliminate ditch on the south side of 107th to the extent feasible. This project is necessary in advance of the overlay of S 107th and Beacon Ave that is scheduled for 2013. Site 8 - S 114th Street: Provide drainage crossings and inlets at 3 locations in order to reduce surface flows over the steep embankment and contain them within the existing stormwater collection system. Site 9 - S 142nd Street: Extend a 12" Storm Drain from the existing 53rd Avenue South to a ponding area on the north end of 52nd Avenue South via S 142nd Street. The ponding area overflows into private property during heavy rain and no formal collection system is available on 52nd. The existing system on S 142nd Street is in poor condition and requires replacement. Agencies with Jurisdiction: City of Tukwila Washington State Department of Fish and Wildlife (work waterward of ordinary high water mark) Notification: t " � On June 8 2012, a Notice of kaplicati n wand' t buted to property owners and tenants within 500 `feet of each ro. ect site.�r:—�W�otiicatoo�4�'---f to the P t e ro ec jt was determined that individual notice signs �-` :,There is no underlying land use application for the proposed project Other Required Permits: Hydraulic Project Approval (HPA) from Washington State Department of Fish and Wildlife Note: On June 27, 2012, Brandon Miles and Sandra WhitiGtow�13,hh)e project sites with Ryan Larson and determined that( -Special permission applications were not needed. Documents Adopted by Reference: ~J • SEPA Checklist date stamped May 10, 2012. B. Miles 2 H:\SEPA\2012 Small Drainage\sepa-staffrpt.doc MEMORANDUM To: Jack Pace, Director From: Brandon Miles, Senior Planner Date: June 27, 2012 Re: 2012 Small Drainage Program Project Description: The City of Tukwila's Public Works Department (hereinafter "City") is proposing to complete nine stormwater improvements jects during the summer of 2012. The 2012 Small Drainage �P.rrma �og provides necessary �aintenace and repair to the City's drainage system at nine locations throughout the City. A description of each individual project is outlined below: Site 1 — Gilliam Creek Inlet: The existing inlet structure and pipe crossing Southcenter Boulevard to the Sound Transit Detention facility are in need of maintenance. The project includes restoration of failing rock slope protection, improved access for structure maintenance by City crews, and trenchless rehabilitation of approximately 195 feet of 30" concrete storm drain pipe. Site 2 — 47``' Avenue South: City maintenance crews have identified an area of a public storm drain pipe and two catch basins that requires replacement due to age and damage. This system is a combination of a piped reach of unnamed Ryan Hill Creek system and surface collection of the existing roadway. The project will replace approximately 110 feet of 18-inch pipe, Replacement of two catch basins and trenchless rehabilitation of 3 pipe reaches totalling approximately 100 linear feet of 36 inch pipe. Site 3 — 49`h Avenue South: Provide trenchless rehabilitation of approximately 70 feet of 20 inch concrete culvert. Maintenance inspections have revealed this pipe to be in poor repair and in need of rehabilitation. Site 4 — S 128`h Street: City maintenance crews have identified an area of public storm drain pipe and two catch basins that requires replacement due to age and damage. This system is a combination of a piped reach of Riverton Creek and surface collection of the existing roadway. The project will replace approximately 110 feet of 12-inch to 24 inch pipe, Replacement of three catch basins and trenchless rehabilitation of 3 pipe reaches totalling approximately 180 linear feet of 24 inch pipe. Site 5 — Tukwila Parkway: An existing 18" storm drain at the north end of the recent Southcenter Access Improvement project was discovered to be damaged and requires replacement. The pipe reach serves as the outlet of the roadway drainage system that outfalls to Gilliam Creek. The project will remove "Brandon Miles Page 1 06/29/2012 lam` r ":\SEPA\2012 Small Drainage\sepa-staffrpt.doc c '' Concur with checklist Recreation Some of the nearby recreation uses include, Westfield Southcenter, LA Fitness, Acme Bowl, and the Green River Trail. The proposed use, an indoor sky diving operation, adds a new recreation use within the City's Urban Center. Historic and Cultural Preservation Site 6 is located at Fort Dent Park and will impact the trail located along the River. In order to reduce construction impacts, all work will be during the work week (M-F). A temporary detour route will be established for users of the trail. Starfire Sports, the tenant at Fort Dent Park, has been made aware of the project. Transportation Concur with checklist. Public Services Concur with checklist. Utilities Concur with checklist Comments No official comments were received during the 14-day comment period. The City did receive some questions from property`and residents about the scope and purpose of the project. Recommendation: Determination of Non -Significance. (I giiggest-we-u-se—the.-Qpt al -DNS -process.) B. Miles 5 HASEPA\2012 Small Drainage\sepa-staffrpt.doc No impacts to groundwater are anticipated. The work at site 6 is located within 200 feet of the Green River. The applicant has requested a shoreline permit exemption. Plants Concur with checklist. A small amount of vegetation will be disturbed as a result of this project. All areas will be restored to pre -project conditions. • Animals Concur with checklist. • Energy/Natural Resources Concur with checklist. • Environmental Health Concur with checklist. Most of the noise from the project will be short term and will be associated with construction equipment. The SEPA Checklist outlines best management practices which will be utilized to reduce impacts during construction. Land/Shoreline Use The Zoning and Comprehensive Plan designation for the sites are as follows: Site 1 — Medium Density Residential Site 2 — Low Density Residential Site 3 — Low Density Residential Site 4 — Medium Density Residential Site 5 — Tukwila Urban Center Site 6 — Low Density Residential Site 7 — Low Density Residential Site 8 — Low Density Residential Site 9 — Low Density Residential Site 6 is designated as urban conservancy by the City's Shoreline Master Program. • Housing N/A, Concur with checklist. • Aesthetics N/A, Concur with checklist. • Light and Glare B. Miles 4 HASEPA\2012 Small Drainage\sepa-staffrpt.doc • Construction Plans sheet date stamped May 10, 2012 • Revised Construction plans date stamped June 27, 2012 Summary of Primary Impacts: Earth Sites 1, 2, 3, 7, 8 are hilly. Some of these sites are near steep slopes as defined by the City's Zoning Code, with the steepest slope being 45%. However, no impacts to the slopes are anticipated from the project. Sites 4, 5, and 6 are flat and site 9 is rolling. Soils at all sites is glacial till and roadway fill materials. Sites 1 and 8 have some minor erosion associated with the failing stormwater drainage system that this project is anticipated on reparing. Site 1 will require the removal and replacement of an existing rockery wall surrounding an existing inlet structure. Sites 2, 4, 5, 6, 7, 8, and 9 require excavation and backfill to replace the failing storm drainage pipe segments or install new storm drain pipe and catch basins; however the grades will remain unchanged. -Air Concur with checklist. The only impacts will be during construction. Best management practices will be implemented during construction activities to reduce and control dust and air emissions. Water The proposed project involves minor repairs and upgrades to the City's existing stormwater system. Many of these stormwater systems are near streams and wetlands. Site 1 will require work within Gilliam Creek at the existing inlet to the Sound Transit detention pond. Sites 2 and 3 are within existing piped reaches of unnamed creeks in the Ryan Hill Creek system. Site 4 is within the existing pipe reaches of Riverton Creek. Site 5 is a roadway draining outfall repair adjacent to Gilliam Creek. Site 6 is trenchless rehab and installation of a backflow prevention manhole on an existing outfall to the Duwamish River. Sites 7, 8, and 9 are not within or adjacent to surface water bodies. There will be some fill removed from the project sites: Site 1-will require the removal of five cubic yards from the drainage channel in order to restore failing rock protection. Site 2-Remove and replace one cubic yard of fill for inlet protection. Site 5-Remove and replace one cubic yard for outlet protection. Some of the work will require temporary bypass of water flow. The applicant has submitted for HPA approval from the Washington State Department of Fish and Wildlife. B. Miles HASEPA\2012 Small Drainag6sepa-staffrpt.doc system. Site 9 - S 142nd Street: Extend a 12" Storm Drain from the existing 53rd Avenue South to a ponding area on the north end of 52nd Avenue South via S 142nd Street. The ponding area overflows into private property during heavy rain and no formal collection system is available on 52nd. The existing system on S 142nd Street is in poor condition and requires replacement. Location of Proposal: Address: Parcel Number: O@V Section/Township/Range: 2012 SMALL DRAINAGE 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 43.2lc.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under the option DNS process in WAC 197-11-355. There is no further comment period. Jack Pace, Responsible Official City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431-3670 Date Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) doc: DNSOP-8/07 E12-003 Printed: 06-29-2012 Teri Svedahl From: Teri Svedahl Sent: Monday, June 11, 2012 9:24 AM To: Gail Labanara Subject: Small Drainage Projects Hi Gail - Just wanted to give you a heads up on a project I am told to invoice PW for: File# E12-003 We sent out 9 separate mailings to a total of 515 people for the Notice of Application/Environmental Review of the multiple small stormwater improvements that will be taking place. The notices are $1.00 per address, which gives a balance total of $515.00 I am told to invoice Public Works for the notices that were required and to charge against PW acct# 91241201.1000.107 If you have any questions, contact Brandon. This is all I know about this! O 7'e, 1Svezd4.hii Administrative Support Technician City Of Tukwila, Building & Planning 6300 Southcenter Boulevard Ste 100, Tukwila WA 98188 206.431.3670 Please note new email address: Teri!.Svedahl@TukwilaWa.gov r h I 1 eit* qgakwifa Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, _Teri Svedahl , HEREBY DECLARE THAT: x Notice of Application Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Mitigated Determination of Non - Significance Si nificance Determination of Significance & Scoping Short Subdivision Agenda Notice Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Board of Adjustment Agenda Packet Packet Official Notice Notice of Action SEPA CHECKLIST, PLANS, Other: * ORIGINAL NOA AND RECIPIENTS Was mailed to each of the addresses listed%attached ELECTRONICALLY TO DOE, SEPA division on this 2 day of _July _, _2012 Project Name: 2012 SMALL DRAINAGE PROJECTS Project Number: PL12-013 Associated File Number s : E12-003 Mailing requested by: BP,4NMILES Mailer's signature: W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT 1) STRIBUTION.DOC AGENCY LABELS Section 1 FEDERAL AGENCIES ( ) US Corps of Engineers () US Environmental Protection Agency (E.P.A.) ( ) Federal HWY Admin () US Dept of HUD ( ) Federal Transit Admin, Region 10 () National Marine Fisheries Service ( ) Dept of Fish & Wildlife Section 2 WASHINGTON STATE AGENCIES ) Office of Archaeology () Dept of Social & Health Services ) Transportation Department (WSDOT NW) () Dept of Ecology NW Regional Office, Shoreland Div. ) Dept of Natural Resources ******* NOD REQUIRES RETURN I Office of the Governor Dept of Ecology, SEPA **Send Electronically WA State Community Development ( Office of Attorney General WA Fisheries & Wildlife, MillCreek Office () Office of Hearing Examiner / WA Fisheries & Wildlife, Larry Fisher, 1775 121" Ave NW Ste 201, Issaquah WA 98027 Section 3 KING COUNTY AGENCIES ( ) KC Boundary Review Board () Health Department ( ) Fire District # 11 () Port of Seattle ( ) Fire District # 2 () KC Dev & Enviro Services-SEPA Info Center ( ) KC Wastewater Treatment Div () KC Metro Transit Div-SEPA Official, Environmental Planning ( ) KC Dept of Parks & Recreation O KC Dept of Natural Resources ( ) KC Assessor's Office O KC Dept of Natural Resources, Andy Levesque Section 4 SCHOOLS/LIBRARIES ( ) KC Public Library System () Westfield Mall Library ( ) Foster Library O Tukwila School District ( ) Renton Library () Highline School District ( ) Kent Library O Seattle School District ( ) Seattle Library () Renton School District Section S UTILITIES ( ) QWEST Communications () BP Olympic Pipeline () Seattle Public Utilities ( ) Seattle City Light () Val-Vue Sewer District () Allied Waste Services ( ) Puget Sound Energy () Water District # 20 ( ) Highline Water District () Water District # 125 ( ) Seattle Planning &Dev/Water Dept () City of Renton Public Works ( ) Comcast O Bryn Mawr-Lakeridge Sewer/Water Dist Section 6 CITY AGENCIES ( ) Tukwila City Departments () Kent Planning Dept () Public Works ( ) Fire () Renton Planning Dept () Police ( ) Finance () City of SeaTac () Planning ( ) Building () City of Burien () Parks & Rec ( ) Mayor () City of Seattle () City Clerk () Strategic Planning *Notice of all Seattle Related Projects Puget Sound Regional Council SW KC Chamber of Commerce Muckleshoot Indian Tribe ( ) Cultural Resources ( ) Fisheries Program () Wildlife Program Duwamish Indian Tribe Section 7 OTHER LOCAL AGENCIES ( ) Puget Sound Clean Air Agency ( ) Sound Transit/SEPA ( ) Duwamish River Clean Up Coalition ( ) Washington Environmental Council ( ) People for Puget Sound ( ) Futurewise * send notice of all applications on Section 8 MEDIA ( ) Seattle Times () Highline Times ( ) South County Journal () City of Tukwila Website River P:Admin\Admin Forms\Agency Checklist PUDIIc Notice Manings rOr Permits SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division - SEPA Official would like to receive information about all projects that might affect transit demand Tribes - For any application on the Green/Duwamish River, send the checklist and a full set of plans with the Notice Of Send These Documents to DOE: SEPA Determination (from PermitsPlus) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper; SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The Notice of Application for a Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the Notice of Application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Notice is sent to Ecology's NW Regional Office Shorelands & Environmental Assistance Program. Shoreline Permit Notice of Decision: ail to: (within 8 days of decision; 21-day appeal period begins date of filing with DOE) - Notice to DOE must be return receipt requested mail (this requirement included in SSB 5192, effective 7-22-11). Department of Ecology Shorelands Section, NW Regional Office State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (printed out from PermitsPlus) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) - Site plan, with mean high water mark & improvements - Cross -sections of site with structures & shoreline - Grading Plan - Vicinity map SEPA determination (3-part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:Admin\Admin Forms\Agency Checklist Teri Svedahl From: Teri Svedahl Sent: Monday, July 02, 2012 3:18 PM To: sepa (sepaunit@ecy.wa.gov) Subject: City of Tukwila Small Drainage (group 3) Attachments: PL12-013.pdf Small Drainage Projects, Notice of Application and recipients. TervSvedahll Administrative Support Technician City Of Tukwila, Building & Planning 6300 Southcenter Boulevard Ste 100, Tukwila WA 98188 206.431.3670 Please note new email address: Teri.Svedahl@TukwilaWa.gov Teri Svedahl From: Teri Svedahl Sent: Monday, July 02, 2012 3:00 PM To: 'sepaunit@ecy.wa.gov' Subject: City of Tukwila Small Drainage Projects Attachments: E12-003 DNS.pdf; SEPA Checklist.pdf Transmitting. City of Tukwila Small Drainage Projects. The file was too large, so I will send in 3 separate emails. Attached: E12-003 DNS and SEPA Checklist T'eflSved Lhb Administrative Support Technician City Of Tukwila, Building & Planning 6300 Southcenter Boulevard Ste 100, Tukwila WA 98188 206.431.3670 Please note new email address: Teri.Svedahl@TukwilaWa.gov Teri Svedahl From: Teri Svedahl Sent: Monday, July 02, 2012 3:15 PM To: sepa (sepaunit@ecy.wa.gov) Subject: FW: City of Tukwila Small Drainage (group 2) Attachments: 11166 - 2012 Tukwila Small Drainage Bid Docs 6-4-12.pdf Attached: Plans, E12-003 -rev'vSve aahli Administrative Support Technician City Of Tukwila, Building & Planning 6300 Southcenter Boulevard Ste 100, Tukwila WA 98188 206.431.3670 Please note new email address: Teri.Svedahl@TukwilaWa.gov Teri SvedAl From: Microsoft Outlook To: sepaunit@ecy.wa.gov Sent: Monday, July 02, 2012 2:54 PM Subject: Undeliverable: City of Tukwila Small Drainiage Projects Delivery has failed to these recipients or groups: sepaunit@ecy.wa.gov (sepaunit@ecy.wa.gov) <mailto:sepaunit@ecy.wa.gov> This message is larger than the size limit for messages. Please make it smaller and try sending it again. Diagnostic information for administrators: Generating server: EXCHANGE21<10.tukwila.local sepaunit@ecy.wa.gov #550 5.3.4 ROUTING.SizeLimit; message size exceeds fixed maximum size for route ## Original message headers: Received: from EXCHANGE21<10.tukwila.local ([fe80::e87d:6ef9:75dO:f3f9]) by EXCHANGE21(10.tukwila.local([fe80::e87d:6ef9:75dO:f3f9%10]) with mapi id 14.01.0339.001; Mon, 2 Jul 2012 14:54:21-0700 Content -Type: application/ms-tnef; name="winmail.dat" Content -Transfer -Encoding: binary From: Teri Svedahl <Teri.Svedahl@TukwilaWA.gov> To: "sepaunit@ecy•wa.gov" <sepaunit@ecy.wa.gov> CC: Brandon Miles <Brandon.Miles@TukwilaWA.gov> Subject: City of Tukwila Small Drainiage Projects Thread -Topic: City of Tukwila Small Drainiage Projects Thread -Index: Ac1YnTl5r1r1t/TARZmoSvp+gt2fhg== Date: Mon, 2 Jul 2012 14:54:19 -0700 Message-ID:<2171DFD2AC09CE428DBDE6021D390DB732C572B8@EXCHANGE2K10.tukwila.local> Accept -Language: en -US Content -Language: en -US X-MS-Has-Attach: yes X-MS-TNEF-Correlator:<2171DFD2AC09CE428DBDE6021D390DB732C572B8@EXCHANGE2K10.tukwila.local> MIME -Version: 1.0 X-Originating-IP: [192.168.0.103] Teri Svedahl From: Sent: To: Cc: Subject: Attachments: 7'wv ,svedza,ai Teri Svedahl Monday, July 02, 2012 2:54 PM sepaunit@ecy.wa.gov Brandon Miles City of Tukwila Small Drainiage Projects 11166 - 2012 Tukwila Small Drainage Bid Docs 6-4-12.pdf; PL12-013.pdf, E12-003 DNS.pdf, SEPA Checklist.pdf Administrative Support Technician City Of Tukwila, Building & Planning 6300 Southcenter Boulevard Ste 100, Tukwila WA 98188 206.431.3670 Please note new email address: Teri.Svedahl@TukwilaWa.gov City of4pukwila Department of Community Development 6300 Southcenter Boulevard, Suite 9100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3 6 65 Web site: http://www.Tukw-ilaWA.gov DETERMINATION OF NON -SIGNIFICANCE (DNS) File Number: E 1 Z-003 Applied: 05/10/2012 Issue Date: 07/02/2012 Status: APPROVED Applicant: CITY OF TUKWILA, PUBLIC WORKS Lead Agency: City of Tukwila Description of Proposal: The City of Tukwila's Public Works Department (hereinafter "City") is proposing to complete nine stormwater improvement projects during the summer of 2012. The 2012 Small Drainage Program provides necessary maintenance and repair to the City's drainage system at nine locations throughout the City. A description of each individual project is outlined below: Site 1 - Gilliam Creek Inlet: The existing inlet structure and pipe crossing Southcenter Boulevard to the Sound Transit Detention facility are in need of maintenance. The project includes restoration of failing rock slope protection, improved access for structure maintenance by City crews, and trenchless rehabilitation of approximately 195 feet of 30" concrete storm drain pipe. Site 2 - 47th Avenue South: City maintenance crews have identified an area of a public storm drain pipe and two catch basins that requires replacement due to age and damage. This system is a combination of a piped reach of unnamed Ryan Hill Creek system and surface collection of the existing roadway. The project will replace approximately 110 feet of 18-inch pipe, Replacement of two catch basins and trenchless rehabilitation of 3 pipe reaches totalling approximately 100 linear feet of 36 inch pipe. Site 3 - 49th Avenue South: Provide trenchless rehabilitation of approximately 70 feet of 20 inch concrete culvert. Maintenance inspections have revealed this pipe to be in poor repair and in need of rehabilitation. Site 4 - S 128th Street: City maintenance crews have identified an area of public storm drain pipe and two catch basins that requires replacement due to age and damage. This system is a combination of a piped reach of Riverton Creek and surface collection of the existing roadway. The project will replace approximately 110 feet of 12-inch to 24 inch pipe, Replacement of three catch basins and trenchless rehabilitation of 3 pipe reaches totalling approximately 180 linear feet of 24 inch pipe. Site 5 - Tukwila Parkway: An existing 18" storm drain at the north end of the recent Southcenter Access Improvement project was discovered to be damaged and requires replacement. The pipe reach serves as the outlet of the roadway drainage system that outfalls to Gilliam Creek. The project will remove approximately 30 feet of 18 inch pipe and replace with 38 feet of 18 inch pipe and 1 new catch basin. The catch basin and additional pipe is proposed to minimize impact to existing vegetation. Disturbed areas will be restored with native plantings. Site 6 - Fort Dent Park: This project is necessary to provide backflow prevention of high river stages into the drainage collection system serving Fort Dent Park. A manhole and check valve will be installed on the existing 18 inch concrete storm drain pipe and approximately 50' of outfall pipe will be lined to extend useful life. The storm drain will be installed in the existing paved trail on top of the levee to allow future maintenance access. Site 7 - S 107th Street: Replace failing drainge pipes and catch basins on S 107th Street between 49th Avenue S and Beacon Avenue S and eliminate ditch on the south side of 107th to the extent feasible. This project is necessary in advance of the overlay of S 107th and Beacon Ave that is scheduled for 2013. Site 8 - S 114th Street: Provide drainage crossings and inlets at 3 locations in order to reduce surface flows over the steep embankme ;ontain them within the existing stormwa action system. Site 9 - S 142nd Street: Extend a 12" Storm Drain from the existing 53rd Avenue South to a ponding area on the north end of 52nd Avenue South via S 142nd Street. The ponding area overflows into private property during heavy rain and no formal collection system is available on 52nd. The existing system on S 142nd Street is in poor condition and requires replacement. Location of Proposal: Address: Parcel Number: Section/Township/Range: 2012 SMALL DRAINAGE 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 43.2lc.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under the option DNS process in WAC 197-11-355. There is no further comment period. Jack P4,7esponsible City ofVukwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431-3670 Date Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) MEMORANDUM To: Jack Pace, Director From: Brandon Miles, Senior Planner Date: June 27, 2012 Re: 2012 Small Drainage Program Project Description: The City of Tukwila's Public Works Department (hereinafter "City") is proposing to complete nine stormwater improvement projects during the summer of 2012. The 2012 Small Drainage Program provides necessary maintenance and repair to the City's drainage system at nine locations throughout the City. A description of each individual project is outlined below: Site 1 — Gilliam Creek Inlet: The existing inlet structure and pipe crossing Southcenter Boulevard to the Sound Transit Detention facility are in need of maintenance. The project includes restoration of failing rock slope protection, improved access for structure maintenance by City crews, and trenchless rehabilitation of approximately 195 feet of 30" concrete storm drain pipe. Site 2 — 471h Avenue South: City maintenance crews have identified an area of a public storm drain pipe and two catch basins that requires replacement due to age and damage. This system is a combination of a piped reach of unnamed Ryan Hill Creek system and surface collection of the existing roadway. The project will replace approximately 110 feet of 18-inch pipe, Replacement of two catch basins and trenchless rehabilitation of 3 pipe reaches totalling approximately 100 linear feet of 36 inch pipe. Site 3 — 491h Avenue South: Provide trenchless rehabilitation of approximately 70 feet of 20 inch concrete culvert. Maintenance inspections have revealed this pipe to be in poor repair and in need of rehabilitation. Site 4 — S 1281h Street: City maintenance crews have identified an area of public storm drain pipe and two catch basins that requires replacement due to age and damage. This system is a combination of a piped reach of Riverton Creek and surface collection of the existing roadway. The project will replace approximately 110 feet of 12-inch to 24 inch pipe, Replacement of three catch basins and trenchless rehabilitation of 3 pipe reaches totalling approximately 180 linear feet of 24 inch pipe. Site 5 — Tukwila Parkway: An existing 18" storm drain at the north end of the recent Southcenter Access Improvement project was discovered to be damaged and requires replacement. The pipe reach serves as the outlet of the roadway drainage system that outfalls to Gilliam Creek. The project will remove Brandon Miles Page 1 H:\SEPA\2012 Small Drainage\sepa-staffrpt.doc 07/02/2012 ft approximately 30 feet of 18 inch pipe and replace with 38 feet of 18 inch pipe and 1 new catch basin. The catch basin and additional pipe is proposed to minimize impact to existing vegetation. Disturbed areas will be restored with native plantings. Site 6 — Fort Dent Park: This project is necessary to provide backflow prevention of high river stages into the drainage collection system serving Fort Dent Park. A manhole and check valve will be installed on the existing 18 inch concrete storm drain pipe and approximately 50' of outfall pipe will be lined to extend useful life. The storm drain will be installed in the existing paved trail on top of the levee to allow future maintenance access. Site 7 — S 107th Street: Replace failing drainge pipes and catch basins on S 107th Street between 491h Avenue S and Beacon Avenue S and eliminate ditch on the south side of 107th to the extent feasible. This project is necessary in advance of the overlay of S 107th and Beacon Ave that is scheduled for 2013. Site 8 — S 114th Street: Provide drainage crossings and inlets at 3 locations in order to reduce surface flows over the steep embankment and contain them within the existing stormwater collection system. Site 9 — S 142nd Street: Extend a 12" Storm Drain from the existing 53rd Avenue South to a ponding area on the north end of 52nd Avenue South via S 142nd Street. The ponding area overflows into private property during heavy rain and no formal collection system is available on 52nd. The existing system on S 142nd Street is in poor condition and requires replacement. Agencies with Jurisdiction: City of Tukwila Washington State Department of Fish and Wildlife (work waterward of ordinary high water mark) Notification: On June 8 2012, a Notice of Application was distributed to property owners and tenants within 500 feet of each project site. As part of the Notice, the City stated that the optional DNS process was going to be used. The optional DNS process allows the City to have one integrated comment period. Once the DNS is issued there is no longer an opportunity for public comment. There is no underlying land use application for the proposed project. Other Required Permits: Hydraulic Project Approval (HPA) from Washington State Department of Fish and Wildlife Note: On June 27, 2012, Brandon Miles and Sandra Whiting toured the project sites with Ryan Larson and determined that work within the stream buffer was permitted per TMC 18.45 and Special Permission applications are not needed. B. Miles 2 H:\SEPA\2012 Small Drainage\sepa-staffrpt.doc Documents Adopted by Reference: • SEPA Checklist date stamped May 10, 2012. • Construction Plans sheet date stamped May 10, 2012 • Revised Construction plans date stamped June 27, 2012 Summary of Primary Impacts: Earth Sites 1, 2, 3, 7, 8 are hilly. Some of these sites are near steep slopes as defined by the City's Zoning Code, with the steepest slope being 45%. However, no impacts to the slopes are anticipated from the project. Sites 4, 5, and 6 are flat and site 9 is rolling. Soils at all sites is glacial till and roadway fill materials. Sites 1 and 8 have some minor erosion associated with the failing stormwater drainage system that this project is anticipated on reparing. Site 1 will require the removal and replacement of an existing rockery wall surrounding an existing inlet structure. Sites 2, 4, 5, 6, 7, 8, and 9 require excavation and backfill to replace the failing storm drainage pipe segments or install new storm drain pipe and catch basins; however the grades will remain unchanged. -Air Concur with checklist. The only impacts will be during construction. Best management practices will be implemented during construction activities to reduce and control dust and air emissions. Water The proposed project involves minor repairs and upgrades to the City's existing stormwater system. Many of these stormwater systems are near streams and wetlands. Site 1 will require work within Gilliam Creek at the existing inlet to the Sound Transit detention pond. Sites 2 and 3 are within existing piped reaches of unnamed creeks in the Ryan Hill Creek system. Site 4 is within the existing pipe reaches of Riverton Creek. Site 5 is a roadway draining outfall repair adjacent to Gilliam Creek. Site 6 is trenchless rehab and installation of a backflow prevention manhole on an existing outfall to the Duwamish River. Sites 7, 8, and 9 are not within or adjacent to surface water bodies. There will be some fill removed from the project sites: Site 1-will require the removal of five cubic yards from the drainage channel in order to restore failing rock protection. Site 2-Remove and replace one cubic yard of fill for inlet protection. Site 5-Remove and replace one cubic yard for outlet protection. Some of the work will require temporary bypass of water flow. B. Miles 3 H:\SEPA\2012 Small Drainage\sepa-staffrpt.doc The applicant has submitted for HPA approval from the Washington State Department of Fish and Wildlife. No impacts to groundwater are anticipated. The work at site 6 is located within 200 feet of the Green River. The applicant has requested a shoreline permit exemption. Plants Concur with checklist. A small amount of vegetation will be disturbed as a result of this project. All areas will be restored to pre -project conditions. Animals Concur with checklist. Energy/Natural Resources Concur with checklist. Environmental Health Concur with checklist. Most of the noise from the project will be short term and will be associated with construction equipment. The SEPA Checklist outlines best management practices which will be utilized to reduce impacts during construction. Land/Shoreline Use The Zoning and Comprehensive Plan designation for the sites are as follows: Site 1 — Medium Density Residential Site 2 — Low Density Residential Site 3 — Low Density Residential Site 4 — Medium Density Residential Site 5 — Tukwila Urban Center Site 6 — Low Density Residential Site 7 — Low Density Residential Site 8 — Low Density Residential Site 9 — Low Density Residential Site 6 is designated as urban conservancy by the City's Shoreline Master Program. Housing N/A, Concur with checklist. Aesthetics B. Miles 4 H:\SEPA\2012 Small Drainage\sepa-staffrpt.doc N/A, Concur with checklist. • Light and Glare Concur with checklist • Recreation Some of the nearby recreation uses include, Westfield Southcenter, LA Fitness, Acme Bowl, and the Green River Trail. The proposed use, an indoor sky diving operation, adds a new recreation use within the City's Urban Center. • Historic and Cultural Preservation Site 6 is located at Fort Dent Park and will impact the trail located along the River. In order to reduce construction impacts, all work will be during the work week (M-F). A temporary detour route will be established for users of the trail. Starfire Sports, the tenant at Fort Dent Park, has been made aware of the project. • Transportation Concur with checklist. • Public Services Concur with checklist. • Utilities Concur with checklist Comments No official comments were received during the 14-day comment period. The City did receive some questions from property owners and residents about the scope and purpose of the project. Recommendation: Determination of Non -Significance. B. Miles 5 HASEPA\2012 Small Drainage\sepa-staffrpt.doc eit* q J uPtw" Department Of Community Development AFFIDAVIT OF DISTRIBUTION 1, Teri Svedahl HEREBY DECLARE THAT: x Notice of Application, Notice of Decision SEPA Review Notice of Public Hearing Notice of Public Meeting Determination of Non- Mitigated Determination of Non - Significance Significance Determination of Significance & Scoping Short Subdivision Agenda Notice Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Board of Adjustment Agenda Packet Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this _8 day of _June , 2012 Project Name: 2012 Small Drainage Projects Project Number: PL12-013 Associated File Number s : E12-003 Mailing requested by: Bran op Miles Mailer's signature: / f W:\USERS\TERI\TEMPLATES-FORMSWFFFFIDAVIT F DISTRIBUTION.DOC ' ? 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W N w " 41, W 00 9:� City of Tukwila Notice of Application - S i 286 _St _ �k~ Pro'ect Site: 1 Along y S 128th St. and e'. 37`h Ave S f li i City of Tukwila Notice of Application 1 ; $1281h $t — A7� I .'w us Project Site: Along w S 128th St 5. and 37'h Ave S' ;l Location: Intersection of S. 128th Street and 37th Ave S. File #'s: E12-003 (SEPA Review) Applicant: City of Tukwila Project Planner: Brandon Miles, 206431-3684 or Bran- don.Miles@TukwilaWA.gov. Project Description: Environmental review for completion of small ston-nwater improvements in the area. Work will include replacement of 350 linear feet of storm pipe and replacement of five catch basins. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197- 1 I-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the pro- ject are requested and can be delivered to DCD, 6300 South - center Blvd., Ste 100. Comments must be received by 5:00pm on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. 03- Location: Intersection of S. 128th Street and 37th Ave S. File #'s: E12-003 (SEPA Review) Applicant: City of Tukwila Project Planner: Brandon Miles, 206-431-3684 or Bran- don. M i les@TukwilaWA.gov. Project Description: Environmental review for completion of small stormwater improvements in the area. Work will include replacement of 350 linear feet of storm pipe and replacement of five catch basins. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197- I 1-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the pro- ject are requested and can be delivered to DCD, 6300 South - center Blvd., Ste 100. Comments must be received by 5:00pm on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. City of Tukwila Notice of Application f S 1281h St Pro'ect Site: 1 Along S 128th St and e 37'h Ave S I City of Tukwila Notice of Application Nt S 128i}� St f Project Site: Along S 128th St and . 37`h Ave S Ca. I s Location: Intersection of S. 128th Street and 37th Ave S. File #'s: E12-003 (SEPA Review) Applicant: City of Tukwila Project Planner: Brandon Miles, 206431-3684 or Bran- don. Miles@TukwilaWA.gov. Project Description: Environmental review for completion of small stormwater improvements in the area. Work will include replacement of 350 linear feet of stone pipe and replacement of five catch basins. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197- 11-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the pro- ject are requested and can be delivered to DCD, 6300 South - center Blvd., Ste 100. Comments must be received by 5:00pm on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. Location: Intersection of S. 128th Street and 37th Ave S. File #'s: El2-003 (SEPA Review) Applicant: City of Tukwila Project Planner: Brandon Miles, 206431-3684 or Bran- don.Miles@TukwilaWA.gov. Project Description: Environmental review for completion of small stormwater improvements in the area. Work will include replacement of 350 linear feet of storm pipe and replacement of five catch basins. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197- 11-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the pro- ject are requested and can be delivered to DCD, 6300 South - center Blvd., Ste 100. Comments must be received by 5:00pm on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. TaxpayerFirstName Anthony C & Evelyn U Carlos & Veronica Coleen & Burdette Annemarielu Thom T Robert J C Guy Bryan A Brian P Cristina Dennis M & Yvonne L Brie Tina M Linda L Wilma M Gregory S & Peter Darrell Lee Jeffrey M Paul A & Smith Jenna K Thomas 1 Diana M John A Cheryl M Phillip A Hillary L & Bagwell M Karen Samuel Jr & Henriet Dennis C & Barbara J Lynn Curtis Allen Julian Shawn D & Kalyana Tim Cong Van & Hang T Nguyen Dwight A & Trisha J Virginia M Taxpayerl-astName Jackson Rasmussen Anderson Tazelaal Le dahlke Dahlke Hill Kennedy Cooper Dunne INTERNATIONAL GATEWAY EAST LLC Campbell Carbonatto Hilmes Patapoff Sarantos Quealey Wong Doherty Balzarini Dooper Kurtti Costello Hibbs Wootton Montoya Alvarez Pettit Lafave Cleaveland Sanchez Evelyn Clingman Tang Gilmore Tighe TaxpayerAddress 3803 S 128TH ST 3805 128TH ST 12630 34TH AVE S PO BOX 68603 12633 35TH AVE S 3418 S 126TH 3704 S 130TH ST 12822 37TH AVE S 12802 37TH S 12830 37TH S PO BOX 69641 12201 TUKWILA INTRNTNL BLVD 4TH FL 3723 S 126TH ST 3717 S 126TH ST 370 S REYNOLDS RD # 8 3703 S 126TH ST 2722 SW 151ST ST 3714 S 128TH ST 1821 ROLLING-HLS AVE SE 3726 S 128TH ST 3535 S 126TH ST 3525 S 126TH ST 12615 37TH AVE S 1262137TH AVE S 12633 37TH AVE S 12632 35TH AVE S 3510 S 128TH ST 12624 35TH AVE S 3519 S 126TH ST 29023 220TH PL SE 16910 PLEASANT BEACH DR SE 3712 S 130TH ST 3716 S 130TH ST PO BOX 88087 3802 S 130TH ST 3513 S 128TH ST PO BOX 68206 TaxpayerCityState TUKWILA WA TUKWILA WA SEATTLE WA SEATTLE WA TUKWILA WA SEATTLE WA TUKWILA WA TUKWILA WA SEATTLE WA SEATTLE WA TUKWILA WA SEATTLE WA TIJKWILA WA TUKWILA WA OTHELLO WA SEATTLE WA SEATTLE WA TUKWILA WA RENTON WA TUKWILA WA SEATTLE WA TUKWILA WA SEATTLE WA SEATTLE WA TUKWILLA WA TUKWILA WA TUKWILA WA SEATTLE WA TUKWILA WA BLACK DIAMOND WA YELM WA TUKWILA WA TUKWILA WA SEATTLE WA TUKWILA WA TUKWILA WA SEATTLE WA TaxpayerZip 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 5121 98168 98168 99344 98168 98166 98168 98055 98168 98168 98168 98168 98168 98168 98168 .98168 98168 98168 98010 98597 98168 98168 98138 98168 98168 98168 0 Chamnong Saengpraseuth 3525 S 128TH ST TUKWILA WA 98168 Somsack Saengpraseuth 3531 S 128TH ST SEATTLE WA 98168 Ruthann L Duckering 12825 37TH AVE S SEATTLE WA 98118 Kelvin & Li Faye Wong 16215 9TH AVE SW BURIEN WA 98166 Orlando R Paloma 12817 37TH AVE S TUKWILA WA 98168 Pauline & Randy Jensen 12839 37TH AVE S TUKWILA WA 98168 Alison Kelly Macleod 12837 37TH AVE S TUKWILA WA 98168 Lowell & Glenna Johson 12835 37TH AVE S TUKWILA WA 98168 Eddie J Ness 34807 176TH AVE SE AUBURN WA 98002 Samuel Moshe Mcleod 3522 S 130TH ST TUKWILA WA 98168 Travis S & Kendra L Zigler 3516 S 130TH ST TUKWILA WA 98168 Heidi Watters 3510 S 130TH ST TUKWILA WA 98523 Naomi P Lopez 17223 SYLVESTER RD SW SEATTLE WA 98166 Thyda & Layman Steve Im 16446 9TH AVE SW SEATTLE WA 98166 Philip & Sokuntheary Tea 12840 35TH AVE S TUKWILA WA 98168 Tru Dinh & Thi Dung Nguyen 12826 35TH AVE S TUKWILA WA 98168 Quang Khai & Lizhen Lao Tran 12820 35TH AVE S SEATTLE WA 98168 Kim Lan Thi Dinh 12816 35TH AVE S SEATTLE WA 98168 Savandy Thav 12810 35TH AVES SEATTLE WA 98168 Melanie J Clark 12804 35TH AVE S TUKWILA WA 98168 Wendy Fortney PO BOX 25 KIRKLAND WA 98083 Stewart & Jemima Mccullum 20635 MARINE VIEW DR SW NORMANDY PARK WA 98166 Alexander R Garza 12824 34TH AVE S TUKWILA WA 98168 Leroy C Loiselle PO BOX 412 FALL CITY OR 97344 * TUKWILA CITY OF 6200 SOUTHCENTER BLVD TUKWILA WA 98188 Hai Van & Nguyen Phuc Thi Ngo 7865 RENTON AVE S SEATTLE WA 98118 Graciela Savio Rosales 12843 35TH AVE S SEATTLE WA 98168 David M Pillsbury 12839 35TH AVE S SEATTLE WA 98168 David G Pillsbury 12829 35TH AVE S SEATTLE WA 98168 Charles R & Eufrosin Reinholz 12823 35TH AVE S TUKWILA WA 98168 Roman & Holmes Sta Turchiniak 1281135TH AVE S SEATTLE WA 98168 Tuyen Q & Thanh Tran 1280135TH AVE S TUKWILA WA 98168 Lars Larsen PO BOX 68085 SEATTLE WA 98168 TUKWILA COMMUNITY MEMBER 3519 S 128TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 12810 34TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3425 S 128TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3720 S 128TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 12624 34TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 12614 35TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 12611 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 12613 35TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3709 S 126TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3505 S 126TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 12501 E MARGINAL WAY S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3502 S 130TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3528 S 130TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 12855 35TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3720 S 130TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 12830 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 12844 35TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 12834 34TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3805 S 128TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 12812 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 12815 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 12816 34TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 12802 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3717 S 128TH ST TUKWILA WA 98168 Bernard & Mendi S Roberts 3807 S 128TH ST TUKWILA WA 98168 James W & Yvonne C Graves 3809 S 128TH TUKWILA WA 98168 * TUKWILA SCHOOL DISTR #406 4640 S 144TH ST TUKWILA WA 98168 Brie & Michael & Marci Campbell 12909 E MARGINAL WAY S TUKWILA WA 98168 Elisha K Jensen 3705 S 130TH ST TUKWILA WA 98168 Dam & Trinh Nguyen 3711 S 130TH ST TUKWILA WA 98168 Kemal & Sulejmana Avdiv 16803 MILITARY RD S SEATAC WA 98188 Keith Floyd 3809 S 130TH ST TUKWILA WA 98168 Randy A Nunez PO BOX 112392 TACOMA WA 98411 * MARGINAL ISLAND PROPERTIES LLC & MP 2514 LAKE PARK DR S SEATTLE WA 98144 Leroy & Marci Gray 1760 FERRY AVE SW SEATTLE WA 98116 * C & D WELLS LLC 12677 E MARGINAL WAYS TUKWILA WA 98168 Aaron Hundtofte 3727 S 126TH ST TUKWILA WA 98168 Steven M Blake 3810 S 130TH ST TUKWILA WA 98168 Tony Alvarado 3816 SW 130TH ST TUKWILA WA 98168 Juan Delreal 3820 S 130TH ST TUKWILA WA 98168 Elizabeth De Palma 3826 S 130TH ST TUKWILA WA 98168 Jose & Alhine Espino Blandino 3832 S 130TH ST TUKWILA WA 98168 Ha Shofar Beth 13001 37TH AVE S SEATTLE WA 98168 ' TUKWILA COMMUNITY MEMBER 3721 S 126TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3725 S 126TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 12607 E MARGINAL WAY S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 12601 E MARGINAL WAY S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3715 S 130TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3803 S 130TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 13003 37TH AVE S TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3816 S 130TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3808 S 130TH ST TUKWILA WA 98168 TUKWILA COMMUNITY MEMBER 3809 S 128TH ST TUKWILA WA 98168 City of Tukwila Notice of Application I Location: Tukwila Parkway, near Bahama Breeze File #'s: E12-003 (SEPA Review) City of Tukwila Notice of Application Location: Tukwila Parkway, near Bahama ureeze File #'s: El2-003 (SEPA Review) Applicant: City of Tukwila Project Planner: Brandon Miles, 206-431-3684 or Bran- don.Miles@TukwilaWA.gov. Project Description: Environmental review for completion of small stormwater improvements in the area. Work will include replacement of damaged storm drain pipe. Disturbed areas will be restored with native plantings. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197- 11-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the pro- ject are requested and can be delivered to DCD, 6300 South - center Blvd., Ste 100. Comments must be received by 5:00pm on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. City of Tukwila Notice of Application Location: Tukwila Parkway, near Bahama Breeze File #'s: E12-003 (SEPA Review) Applicant: City of Tukwila Project Planner: Brandon Miles, 206-431-3684 or Bran- don.Miles@TukwilaWA.gov. Project Description: Environmental review for completion of small stormwater improvements in the area. Work will include replacement of damaged storm drain pipe. Disturbed areas will be restored with native plantings. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197- 11-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the pro- ject are requested and can be delivered to DCD, 6300 South - center Blvd., Ste 100. Comments must be received by 5:00pm on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. Applicant: City of Tukwila Project Planner: Brandon Miles, 206-431-3684 or Bran- don.Miles@TukwilaWA.gov. Project Description: Environmental review for completion of small stormwater improvements in the area. Work will include replacement of damaged storm drain pipe. Disturbed areas will be restored with native plantings. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197- 11-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the pro- ject are requested and can be delivered to DCD, 6300 South center Blvd., Ste 100. Comments must be received by 5:00pm on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. 5 PARCEL# OWNER NAME OWNER ADDRESS CITY, ST, ZIP WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD LOS ANGELES CA 90025 JG SOUTHCENTER LTD 25425 CENTER RIDGE RD CLEVELAND OH 44145 BAHAMA BREEZE 15700 SOUTHCENTER PY TUKWILA WA 98188 Ci'�y r:f T:mw.ila Notice of Application F�-id 50 y, P Fe ld 5 Project Site: SE Duwamish River Outfall stcrf+%8pons along Green River Trail in complex Starfre Sports Complex i Mad Pizza Fer"d 6 G O N N Y n Location: Fort Dent Park File #'s: E12-003 (SEPA Review) Applicant: City of Tukwila Project Planner: Brandon Miles, 206-431-3684 or Bran- don.Miles@Tukwi]aWA.gov. Project Description: Environmental review for completion of small stormwater improvements in the area. Work will include installing a manhole and a backflow detention device on an existing river outlet pipe. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197- 11-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the pro- ject are requested and can be delivered to DCD, 6300 South - center Blvd., Ste 100. Comments must be received by 5:00pm on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. City of Tukwila Notice of Application Location: Fort Dent Park File #'s: E12-003 (SEPA Review) Applicant: City of Tukwila Project Planner: Brandon Miles, 206-431-3684 or Bran - Field to t don. Miles@TukwilaWA.gov. Feria 9 t 3 \ s x Project Site: Duwamish River Outfall startir sport< along Green River Trail in comp:ex Starfrre Sports Complex Mad Pizza �y Fietd 6 L GO (P N t iY e Project Description: Environmental review for completion of small stormwater improvements in the area. Work will include installing a manhole and a backflow detention device on an existing river outlet pipe. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197- 11-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the pro- ject are requested and can be delivered to DCD, 6300 South - center Blvd., Ste 100. Comments must be received by 5:00pm on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. City of Tukwila Notice of Application Field 10 t FKkr9 y%+ ` sryF Project Site: s Duwamish River Outfall e 5tafi-spons along Green River Trail in campy Starfire Sports Complex Mad Pizza Fe A 6 t N t Location: Fort Dent Park File #'s: E12-003 (SEPA Review) Applicant: City of Tuk-wila Project Planner. Brandon Miles, 206-431-3684 or Bran- don.Miles@Tukwi]aWA.gov. Project Description: Environmental review for completion of small stormwater improvements in the area. Work will include installing a manhole and a backflow detention device on an existing river outlet pipe. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197- 11-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. if timely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the pro- ject are requested and can be delivered to DCD, 6300 South - center Blvd., Ste 100. Comments must be received by 5:OOpm on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. City of Tukwila Notice of Application Location: Fort Dent Park File #'s: E12-003 (SEPA Review) Applicant: City of Tukwila Project Planner: Brandon Miles, 206431-3684 or Bran - don.Miles@TukwilaWA.gov. Field 10 t r Field 9 Project Description: Environmental review for completion of small stormwater improvements in the area. Work will include b, installing a manhole and a backflow detention device on an 4 existing river outlet pipe. Project Site: Tukwila has reviewed the project for probable adverse environ- Duwamish River Outfall s:arfe a Sports mental impacts and expects to issue a determination of non - along Green River Trail in complex significance (DNS). The optional DNS process in WAC 197- Starfrre Sports Complex 11-35 is being used. There will be a single integrated comment rtad pfz:a period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- �m� tify probable significant adverse impacts that were not consid- Feld 6 ered by the anticipated determination the DNS will be issued 4 0 without a second comment period. (P Comments and Appeals: Your written comments on the pro- N t ject are requested and can be delivered to DCD, 6300 South - center Blvd., Ste 100. Comments must be received by 5:00pm a on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. PARCEL# NAME 3597000005 KRUSSEL ROBERT H+ARLENE C TOWN & COUNTRY SUITES, MGR ADDRESS CITY, ST, ZIP 18107 NORMANDY TER SW NORMANDY PARK WA 98166 14800 INTERURBAN AV S TUKWILA WA 98188 n A rA `d \�O — A O O A O A• � a� •p O n k 9 --s aw ary umaaa S 7 3 g —N.g-� T �;Nro w CL a 5 gy 9 eo -'° (w N (p f'i f+ •G C •G ^'� y CCD (p N O_ rs w e CD p �> 0.'1•� n• y�p( 0 m -Oi 9•,• O C Ej g o "O'�p d 7 b' K rs, o c d d� -. 3 e wt' W w w O.'O �° N `G N O 0. ,••.� tl0O N O m < 7 C m O O $o C or �pWp9p Cpt�9 C�C� (D N O nO tri 0�< 60 O a % ^o .� ga°w7`D� 'cp pp° c0 , �� fc a w CD ° cs w G G CCD IQ rn m rA O c o o fD ° �. w = w _ n'°.cfD 03 C7 Er ° < a tzi� 9 ? ° o,oC �= =` o << Y yo co0 r.P o o CD0.0O= G J�•= pAo o-i �O •C» N CD N 0 O < p 7 n o. tAr o to o?v c ° CD <_ O. co e ° 0.0 a 3 Q j O m ^� e o p rlv � � � A o o � Y aw008a� ? Ok\V uo�aa� S 0 o , c f fD o 9- — N. 3 co a 3 ro � o �ro Y ?1 �• or 0CD HR`�R 4°n ti" c..n H Q a 7 v 7 ro =7 rrf m o' dN N = > O .. /�•i ° y� �C r/•i (D PJ,1 �• �. 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G O CD yWy fp O. •-� In �• N' A =O j w 'p S'R CDN �. o' CD eD' .O = C O C 0. r s PARCEL# NAME ADDRESS CITY, ST, ZIP 5476800210 RAVENHILL JOHN+CYNTHIA 4910 S 107TH ST TUKWILA WA 98178 5476800201 WYMAN ROBERT 4920 S 107TH ST TUKWILA WA 98178 5476800200 VANDERFORD KAREN R 4926 S 107TH ST TUKWILA WA 98178 5476800180 LU KAREN M+SONG S+YOU 4352 CHEASTY BV S SEATTLE WA 98108 TUKWILA COMMUNITY MEMBER 10349 51 ST AVE S TUKWILA WA 98178 5476800222 HOVESKEL JASON 4900 S 107TH ST TUKWILA WA 98178 5476800192 CHAC ERIC 10357 BEACON AVE S TUKWILA WA 98178 5476800223 HOVESKEL JASON 4900 S 107TH ST TUKWILA WA 98178 5476800181 KIM DONG CHANG+HUI OK 10359 51 ST AVE S TUKWILA WA 98178 5476800122 WOLDAI SOLOMON G+SENAIT 4735 S 107TH ST TUKWILA WA 98178 5476800170 BABULA HAROLD 10405 47TH AVE S TUKWILA WA 98178 TUKWILA COMMUNITY MEMBER 10401 51 ST AVE S TUKWILA WA 98178 5476800132 LYNCH MARTHA+JAMES 10710 49TH AVE S TUKWILA WA 98178 5476800140 BISHOP ROY.E 300 QUEEN ANNE AVE N #282 SEATTLE WA 98109 TUKWILA COMMUNITY MEMBER 4921 S 107TH ST TUKWILA WA 98178 5476800150 NGUYEN CAMHUONG THI 4925 S 107TH ST TUKWILA WA 98178 5476800151 NGUYEN CAMHUONG THI 4925 S 107TH ST TUKWILA WA 98178 5476800160 GEGANTENIO GERONIMO 5738 37TH AVE S SEATTLE WA 98108 TUKWILA COMMUNITY MEMBER 10421 BEACON AVE S TUKWILA WA 98178 5476800171 METHVEN CONNIE 26116 244TH AVE SE RAVENSDALE WA 98051 TUKWILA COMMUNITY MEMBER 10405 51 ST AVE S TUKWILA WA 98178 City of Tukwila Notice of Application Location: S. 114th Street File #'s: E12-003 (SEPA Review) City of Tukwila Notice of Application Location: S. 114th Street File #'s: E12-003 (SEPA Review) Project Site: S. 114TH ST., west of 51" Ave S. 0 tU Q .S 1TgfhLn ,$ N1 City of Tukwila Notice of Application Proiect Site: S. 114TH ST., west of 51" Ave S. d S t1416 N1 Applicant: City of Tukwila Project Planner: Brandon Miles, 206-431-3684 or Bran- don. M i les@TukwilaWA.gov. Project Description: Environmental review for completion of small stormwater improvements in the area. Work will include installation of three drainage crossings along S. 114th Street. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197- 11-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the pro- ject are requested and can be delivered to DCD, 6300 South - center Blvd., Ste 100. Comments must be received by 5:00pm on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. Ei—I Location: S. 114th Street File #'s: El2-003 (SEPA Review) Applicant: City of Tukwila Project Planner: Brandon Miles, 206-431-3684 or Bran- don.Miles@Tukwi]aWA.gov. Project Description: Environmental review for completion of small stormwater improvements in the area. Work will include installation of three drainage crossings along S. 114th Street. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197- I 1-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the pro- ject are requested and can be delivered to DCD, 6300 South - center Blvd., Ste 100. Comments must be received by 5:00pm on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. Project Site: S. 114Tf1 ST., west of 50 Ave S. 114f� $f N 1 City of Tukwila Notice of Application Project Site: S. 114TH ST., west of 51st Ave S. N Ct 4 S 1 fQ�h sr N Applicant: City of Tukwila Project Planner: Brandon Miles, 206431-3684 or Bran- don.Miles@TukwilaWA.gov. Project Description: Environmental review for completion of small stormwater improvements in the area. Work will include installation of three drainage crossings along S. 114th Street. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197- 11-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the pro- ject are requested and can be delivered to DCD, 6300 South - center Blvd., Ste 100. Comments must be received by 5:00pm on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. Location: S. 114th Street File #'s: E12-003 (SEPA Review) Applicant: City of Tukwila Project Planner: Brandon Miles, 206431-3684 or Bran- don.Miles@TukwilaWA.gov. Project Description: Environmental review for completion of small stormwater improvements in the area. Work will include installation of three drainage crossings along S. 114th Street. Tukwila has reviewed the project for probable adverse environ- mental impacts and expects to issue a determination of non - significance (DNS). The optional DNS process in WAC 197- 11-35 is being used. There will be a single integrated comment period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued without a second comment period. Comments and Appeals: Your written comments on the pro- ject are requested and can be delivered to DCD, 6300 South - center Blvd., Ste 100. Comments must be received by 5:00pm on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. FirstName LastName Address CityState * ZENLIFE L L C 15517 SE 49TH ST BELLEVUE WA Lisa K & Jacobs Willia Archer 30885 IRON HORSE RD NUEVO CA Kevin P Mullenniex PO BOX 81245 SEATTLE WA * LINDAL CO 4300 S 104TH PL SEATTLE WA Janet J Dukich 5001 S 114TH ST SEATTLE WA Robert A Casserd 1606 42ND AVE SW SEATTLE WA * L & C DYNASTY LIMITED PARTN PO BOX 798 SNOQUALMIE WA Boyd & Susan Watkins 804 SW 148TH SEATTLE WA Lisamarie Flores 14437 157TH PL SE RENTON WA Darnell F Mclaughlin 5111 S AUGUSTA ST SEATTLE WA Tan V Nguyen 26422 128TH AVE SE KENT WA Ri Chao & Man Z Lin & Wu Zh Wu 5133 S AVON ST SEATTLE WA Nazarena R Abon 5123 S AVON ST SEATTLE WA Tim K Ruddock 2511 S BRANDON ST SEATTLE WA Peggy J Soong Yaplee 5110 S AUGUSTA ST SEATTLE WA * SIPES ALTON R TRUST 4518 TALBOT RD S RENTON WA John I Hashimoto 5111 S AVON ST SEATTLE WA Willie Washington 11124 51ST AVE S SEATTLE WA Koichi J & Miyata Ro Kitazumi 5103 S AVON ST SEATTLE WA Chansa mone Khanphongphane 11114 51ST AVES SEATTLE WA Thomas M & Mary E Ring 5015 S AVON ST SEATTLE WA Gary L & Lanae M Weaver 11333 51ST AVE S SEATTLE WA Phyllis Jean Alexander 11313 51ST AVE S SEATTLE WA Irma Sierra 11321 51ST AVE S SEATTLE WA John D Williams 5013 S AVON ST SEATTLE WA Khanh L Et Al Bui 8628 60TH AVE W MUKILTEO WA Elmer & Suk Wong Cajigas 529 244TH AVE NE SAMMAMISH WA * KING COUNTY -PROPERTY SVCS 500 4TH AVE SEATTLE WA Amy J Kiesel 5001 S 113TH ST TUKWILA WA Timothy W & Hill David A Hill 5002 S 114TH ST SEATTLE WA Kari Lynn Escobedo 4950 S 114TH ST TUKWILA WA Thanh Van & Somkhit P Le 4948 S 114TH ST TUKWILA WA Allan G & Amy M Stephenson 4936 S 114TH ST SEATTLE WA Carlos Zabala 4940 S 114TH ST TUKWILA WA Kenneth Rogers 4918 S 114TH ST SEATTLE WA Zip 98006 92567 98108 98178 98178 98116 98065 98166 98059 98178 98030 98178 98178 98108 98178 98055 98178 98178 98178 98178 98178 98178 98178 98178 98178 98275 98074 98004 98178 98178 98178 98178 98178 98178 98178 Neda Quan Wong 4920 S 114TH ST TUKWILA WA 98178 Vu Linh Phuc Nguyen 4908 S 114TH ST RENTON WA 98178 Phayvanh Xayasensouk 2100 S 260TH ST # R301 DES MOINES WA 98198 Paul D & Charlene A Neuss PO BOX 78673 SEATTLE WA 98178 Joyce H Harris PO BOX 78051 SEATTLE WA 98178 James A Sandberg 4928 S 113TH ST TUKWILA WA 98178 Donald Latimer 504 5TH ST NE PUYALLUP WA 98372 Michael J & Mary J Latimer PO BOX 98541 DES MOINES WA 98198 * DRAPER TUKWILA L L C 2100 W COMMODORE WAY SEATTLE WA 98199 Lonnie R & Linda A Mosley 11223 51ST AVE S SEATTLE WA 98178 Pamela Lane 11211 51ST AVE S TUKWILA WA 98178 L Calahan 11225 51ST AVE S SEATTLE WA 98178 Noel Malinit 11027 BEACON AVE S SEATTLE WA 98178 William R Jr Brooksher 11025 BEACON AVE S SEATTLE WA Tasha R Heyman 11035 BEACON AVE S SEATTLE WA 98178 Shi Q & Ly Geoffery Chen 11019 BEACON AVE S SEATTLE WA 98178 TUKWILA COMMUNITY MEMBER 5005 S 114TH ST TUKWILA WA 98178 TUKWILA COMMUNITY MEMBER 5003 S 113TH ST TUKWILA WA 98178 TUKWILA COMMUNITY MEMBER 5013 S 113TH ST TUKWILA WA 98178 TUKWILA COMMUNITY MEMBER 5018 S 113TH ST TUKWILA WA 98178 TUKWILA COMMUNITY MEMBER 5022 S 113TH ST TUKWILA WA 98178 TUKWILA COMMUNITY MEMBER 5001 S 112TH ST TUKWILA WA 98178 TUKWILA COMMUNITY MEMBER 4917 S 112TH ST TUKWILA WA 98178 TUKWILA COMMUNITY MEMBER 5009 S 112TH ST TUKWILA WA 98178 TUKWILA COMMUNITY MEMBER 11770 MARTIN LUTHER KING JR WAY S TUKWILA WA 98178 TUKWILA COMMUNITY MEMBER 5003 S 114TH ST TUKWILA WA 98178 TUKWILA COMMUNITY MEMBER 4939 S 114TH ST TUKWILA WA 98178 Terri Dramse 5100 S WALLACE SEATTLE WA 98178 Joseph T & Mary H Nguyen 322 SENECA PL NW RENTON WA 98057 Dennis P Helmick 2627 EASTLAKE AVE E SEATTLE WA 98102 Nguyen D Pham 5119 S AUGUSTA ST SEATTLE WA 98178 Debbie Kinkela 5135 S AUGUSTA ST SEATTLE WA 98178 Richard L Duncan 5139 S AUGUSTA ST SEATTLE WA 98178 Bartolome & Vasquez Hub Lopez 5147 S AUGUSTA ST SEATTLE WA 98178 * HWH VALLEY DEVELOPMENT INC 5500 RAINIER AVE S SEATTLE WA 98118 Jr Francis A & Katheri Lhotka 5130 S AUGUSTA ST SEATTLE WA 98178 TUKWILA COMMUNITY MEMBER 5100 S WALLACE ST TUKWILA WA 98178 TUKWILA COMMUNITY MEMBER 5016 S WALLACE ST TUKWILA WA 98178 TUKWILA COMMUNITY MEMBER 5020 S 118TH ST TUKWILA WA 98178 City of T '4 ila Notice of Application Location: At and near the intersection of S. 142nd St and 52nd Ave S. t File #'s: El2-003 (SEPA Review) Applicant: City of Tukwila N QProject Planner: Brandon Miles, 206-431-3684 or Bran- CL don.Miles@TukwilaWA.gov. C Project Description: Environmental review for completion of small stormwater improvements in the area. Work will include extending an additional 12" storm drain to fix poor drainage NJ condition along 52nd St. Tukwila has reviewed the project for probable adverse environ- CL mental impacts and expects to issue a determination of non- < significance (DNS). The optional DNS process in WAC 197- 11-35 is being used. There mill be a single integrated comment U? period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. Iftimely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued Protect Site: without a second comment period. Work in ROW of Comments and Appeals: Your written comments on the pro- 53 AV S., S. 142 ST ject are requested and can be delivered to DCD, 6300 South - and 52 AV S. center Blvd., Ste 100. Comments must be received by S:OOpm on June 25th. You may request a copy ofany decision, information on hearings, and your appeal rights by calling (206) 431-3684. City of Tukwila Notice of Application Location: At and near the intersection of S. 142nd St and 52nd Ave S. File #'s: E12-003 (SEPA Review) Applicant: City of Tukwila N 1 Project Planner: Brandon Miles, 206-431-3684 or Bran- don.Miles@TukwilaWA.gov. zi ro Project Description: Environmental review for completion of small stormwater improvements in the area. Work will include extending an additional 12" storm drain to fix poor drainage � condition along 52nd St. to Tukwila has reviewed the project for probable adverse environ- CL CL mental impacts and expects to issue a determination of non- significance (DNS). The optional DNS process in WAC 197- Q 11-35 is being used. There will be a single integrated comment CA period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued without a second comment period. Project Site: Work in ROW of Comments and Appeals: Your written comments on the pro- 53 AV S., S. 142 ST ject are requested and can be delivered to DCD, 6300 South - and 52 AV S. center Blvd., Ste 100. Comments must be received by S:OOpm on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. City of Tukwila Notice of Application Location: At and near the intersection of S. 142nd St and 52nd Ave S. File #'s: E12-003 (SEPA Review) Applicant: City of Tukwila to N tl Project Planner: Brandon Miles, 206-431-3684 or Bran- don.Miles@TukwilaWA.gov. Project Description: Environmental review for completion of small stormwater improvements in the area. Work will include extending an additional 12" storm drain to fix poor drainage condition along 52nd St. Tukwila has reviewed the project for probable adverse environ- CL C' ,� mental impacts and expects to issue a determination of non- significance (DNS). The optional DNS process in WAC 197- 11-35 is being used. There will be a single integrated comment fA period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- s f 42f1d St tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued Project Site: without a second comment period. Work in ROW of Comments and Appeals: Your written comments on the pro- 53 AV S., S. 142 ST ject are requested and can be delivered to DCD, 6300 South - and 52 AV S. center Blvd., Ste 100. Comments must be received by S:OOpm on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. City of Tukwila Notice of Application Location: At and near the intersection of S. 142nd St and 52nd Ave S. File #'s: E12-003 (SEPA Review) Applicant: City of Tukwila N I Q Project Planner: Brandon Miles, 206-431-3684 or Bran- CL don.Miles@TukwilaWA.gov. ;j M Project Description: Environmental review for completion of 0 small stormwater improvements in the area. Work will include extending an additional 12" storm drain to fix poor drainage condition along 52nd St. Tukwila has reviewed the project for probable adverse environ- C mental impacts and expects to issue a determination of non- .� significance (DNS). The optional DNS process in WAC 197- 11-35 is being used. There will be a single integrated comment V? period for the land use permits and the environmental review so this may be your only opportunity to comment on the environ- mental impacts of the project. If timely comments do not iden- tify probable significant adverse impacts that were not consid- ered by the anticipated determination the DNS will be issued without a second comment period. Project Site: Work in ROW of Comments and Appeals: Your written comments on the pro- 53 AV S., S. 142 ST ject are requested and can be delivered to DCD, 6300 South - and 52 AV S. center Blvd., Ste 100. Comments must be received by S:OOpm on June 25th. You may request a copy of any decision, information on hearings, and your appeal rights by calling (206) 431-3684. PARCEL# OWNER NAME 1670400056 BEUTLER E H 1670400065 DAHL LAURA 1670400068 TWEET GLEN L 1670400066 CAROSINO TONY L TUKWILA COMMUNITY MEMBER 1670400067 PHAM TRUNG+NHIEN TRAN 1670400174 DO LOAN CAM 7255200135 NGUYEN DAO THI TUKWILA COMMUNITY MEMBER 7255200140 JOHNSON DEVLON C & TRACEY 7255200256 CONSEGO SINAMON+LAYACAN 0761000046 TUKWILA COMMUNITY MEMBER OWNER ADDRESS 5116 SOUTH 142ND 5202 S 142ND ST 5206 S 142ND ST 5870 WEST NELSON RD 5210 S 142ND ST 5216 S 142ND ST 14128 53RD AVE S 17805 50TH CT S 14201 52ND AVE S 14202 52ND S 14205 53RD AVE S 14202 53RD AVE S CITY, ST, ZIP TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 CLE ELUM WA 98922 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 SEATAC WA 98188 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 D w 2012 SMALL DRAINAGE PROGRAM PROJECT NO.91241201 M AYO R JIM HAGGERTON DIRECTOR OF PUBLIC WORKS BOB GIBERSON, P.E. CITY ENGINEER ROBIN TISCHMAK, P.E. SCHEDULE OF DRAWINGS SHEET NO. SHEET TITLE 1 COVER SHEET 2 LEGEND ABBREVIATIONS & SURVEY NOTES 3-4 DETAILS 5 GILLIAM CREEK INLET 6 47TH AVE S 7 49TH AVE S 8 S 128TH ST 9 TUKWILA PARKWAY 10 FORT DENT PARK 11-12 S 107TH ST 13-14 S 114TH ST 15-16 S 142ND ST °. wi , 9 PUBLIC WORKS DEFT_ s o *ENGINEERING *STREETS *WATER* SEWER*BUILDING* i 1908 CITY COUNCIL VERNA SEAL, PRESIDENT ALLAN EKBERG JOE DUFFIE KATHY HOUGARDY KATE KRULLER DE'SEAN QUINN DENNIS ROBERTSON field bk no date En 12 KPGr BID V2012 753 ft Ave N 2502 Je6arson Ave V2012 Sealtle,WA98109 Tacama,WA9' DOCUMENTS (206)2*1640 (251)627-0720 www.kpg.com 9: 1 k %-U 0 2012 SMALL DRAINAGE PROGRAM COVER SHEET of F IL RKWAY v 1 file no 1116GCO 101.DWG scale n0 I date I revisions date W012 a D \ 1 / LEGEND ABBREVIATIONS EXISTING PROPOSED ABND ABANDONED MIC MONUMENT IN CASE AC ASPHALT MJ MECHANICAL JOINT 'A PK NAIL a PAINTED POWER STORM DRAIN LINE, WITH DIRECTION OF FLOW AC ASBESTOS CEMENT WATER PIPE MW MONITORING WELL ACP ASPHALT CONCRETE PAVEMENT N NORTHING/NORTH ❑ CATCH BASIN T PAINTED TELEPHONE I y r THICKENED EDGE ADA AMERICANS WITH DISABILITIES ACT NO NUMBER AP ANGLE POINT NTS NOT TO SCALE OO STORM DRAIN MANHOLE TV PAINTED TV ® STORM DRAIN CATCH BASIN, TYPE 2 AVE AVENUE OC ON CENTER BLDG BUILDING OD OUTSIDE DIAMETER CULVERT w PAINTED WATER O STORM DRAIN CATCH BASIN, TYPE 1 BMP BEST MANAGEMENT PRACTICE OH OVERHEAD UTILITIES BOW BACK OF WALK PC POINT OF CURVATURE O SEWER MANHOLE c PAINTED GAS SIGN CB CATCH BASIN PCC POINT OF CURVE ON CURVE CDF CONTROLLED DENSITY FILL PE POLYETHYLENE P COT CITY OF TUKWILA PG PERFORMANCE GRADE � POWER POLE so STORM SAWCUT CI CAST IRON PI POINT OF INTERSECTION uc CI CENTERLINE PIV POST INDICATOR VALVE POWER POLE WITH UNDERGROUND CONNECT s SEWER SUPLINE OR PIPE LINER CL CLASS POB POINT OF BEGINNING CO CLEANOUT POC POINT OF CONNECTION cu 4 GUY POLE —' FENCE HIGH VISIBILITY FENCE CONC CONCRETE POE POINT OF ENDING _ CONST CONSTRUCTION PRC POINT OF REVERSE CURVATURE GUY ANCHOR HEDGE (HEIGHT NOTED) O VEHICLE DETECTION LOOP CONT CONTAINER PT POINT OF TANGENCY CSTC CRUSHED SURFACING TOP COURSE PVC POLYVINYL CHLORIDE i� YARD LIGHT PAINTED STRIPE BUTT JOINT OR EDGE GRIND DCVA DOUBLE CHECK VALVE ASSEMBLY PVI POINT OF VERTICAL INTERSECTION DI DUCTILE IRON PVMT PAVEMENT 0 N RISER EDGE OF PAVEMENT GRADING LINE DIA, 0 DIAMETER R RADIUS DWG DRAWING RJ RESTRAINED JOINT GAS VALVE — — — — FLOWLINE GRADING LINE E EASTING/EAST RT RIGHT EL ELEVATION S SLOPE/SOUTH WATER VALVE CONTOUR CSTC (IN SECTION) ELEV ELEVATION SO STORM DRAIN EDP EDGE OF PAVEMENT SDP STORM DRAIN PIPE ® WATER METER CONCRETE %<% `<<, COMPACTED SUBGRADE (IN SECTION) EX EXISTING SEW SEWER EXIST EXISTING SST SHEET ;-c FIRE HYDRANT 0 GRAVEL � NEW HMA (IN PLAN k SECTION) FDC FIRE DEPARTMENT CONNECTION SSMH SANITARY SEWER MANHOLE FL FLANGE ST STREET ROCKERY CEMENT CONCRETE PAVEMENT IN PLAN k SECTION) FL FACE OF STA STATION STD STANDARD a STAND —PIPE (GENERIC/UNKNOWN) ( ) FOC FACE IN CURB cPo GUARD POST ac ASPHALT/CONCRETE GRAVEL BORROW (IN SECTION) HORIZ HORIZONTAL T TANGENT LENGTHHMA HOT MIX ASPHALT TOC TOP OF CURB ICV IRRIGATION CONTROL VALVE TOG TOP OF GRATE o BOULDER CHLI< CHAINLINK III —III —III TOPSOIL TYPE,A AND HYDROSEED (IN SECTION) ID INSIDE DIAMETER TYP TYPICAL SIGN CONTROLLED DENSITY FILL CDF IE INVERT ELEVATION VC VERTICAL CURVE ( ) L LENGTH OF CURVE VERT VERTICAL MB(2)o MAILBOX ($ OF BOXES) LT LEFT VLT VAULT LF LINEAR FEET W WEST/WITH LP LOW POINT WAT WATER CD SHRUB MAX MAXIMUM WSDOT WASHINGTON STATE DEPARTMENT MIN MINIMUM OF TRANSPORTATION 0 STUMP MH MANHOLE DT12(3) 0GENERAL NOTES - ALL SITES SURVEY NOTES DECIDUOUS TREE, DIAMETER IN INCHES (jl OF TRUNKS) CTi2(3) 1. CONTRACTOR SHALL PROVIDE CONTINUOUS ACCESS TO ALL DRIVEWAYS AND WALKWAYS BOTH INSIDE AND OUTSIDE OF THE WORKING AREA. 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM CONIFEROUS TREE, DIAMETER IN INCHES OF TRUNKS) UTILITY LOCATE PAINT MARKS OR AS —BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY 2. GAS, WATER, AND SEWER SERVICES TO INDIVIDUAL HOMES OR BUSINESSES ARE TYPICALLY NOT SHOWN. THE CONTRACTOR SHALL LOCATE ONLY. SERVICES AND COORDINATE WITH UTILITY OWNER TO RELOCATE SERVICES THAT CONFLICT WITH NEW STORM DRAIN AS NECESSARY. ® MONUMENT THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE 3. HAND DIG WITHIN 2 FT OF ALL EXISTING UTILITIES. INSTALL ETHOFOAM PAD AT ALL UTILITY CROSSINGS WITH LESS THAN 6' CLEARANCE TO COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH 9 JUNCTION BOX NEW STORM DRAIN. MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY ® AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY STORM DRAIN STRUCTURE 4. PIPE INVERTS AND RIM ELEVATIONS ARE SPECIFIED TO THE PROJECTED CENTER OF THE STRUCTURE. CATCH BASIN STATION AND OFFSETS CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. ARE APPROXIMATED TO THE CENTER OF STRUCTURE. PIPE LENGTHS ARE APPROXIMATED AS 2 DIMENSIONAL PLAN VIEW DIMENSIONS. 5. REMOVE EXISTING STORM DRAIN PIPE AT ALL LOCATIONS WHERE THE PROPOSED STORM DRAIN ALIGNMENT CONFLICTS WITH THE EXISTING 2 STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LID TO CENTER OF LID. STORM DRAIN ALIGNMENT. FILL AND ABANDON PIPE SEGMENTS LEFT IN PLACE PER SPECIFICATIONS. 3. RIGHT OF WAY LINES WERE ESTABLISHED PER FOUND MONUMENTS, RECORDED SURVEYS AND PLATS. 6. CLEAR AND GRUB EXISTING VEGETATION AS NECESSARY FOR CONSTRUCTION. PRESERVE AND PROTECT TREES LARGER THAN 4" DIAMETER 4. PROPERTY LINES WERE ESTABLISHED PER KING COUNTY GIS ONLY. UNLESS OTHERWISE NOTED ON THE PLANS. 7. HORIZONTAL DATUM IS ASSUMED COORDINATES. VERTICAL DATUM IS ASSUMED ELEVATIONS. 8. INSTALL STORM DRAIN MARKERS AT EACH NEW STORM DRAIN STRUCTURE PER DETAILS, SHEET 4, ytyJ L. FFa 0 9. UNLESS OTHERWISE NOTED, PIPE PROFILES ARE SHOWN ALONG THE PIPE CENTERLINE ALIGNMENT. 10. FURNISH AND INSTALL INLET PROTECTION, SILT FENCE, WATTLES, AND OTHER EROSION CONTROL MEASURES TO MINIMIZE SEDIMENT MIGRATION 46165� �4p INTO STREAMS AND STORM DRAINAGE SYSTEMS. �//r , /k —0 0 ° * 2 vy'bA'AL tiC�C' 6-4-2012 by date "� 9 PUBLIC' WORKS DEPT_ deli ed JLF 9/2012 2012 SMALL DRAINAGE PROGRAM 2 o drawn JLF 6/20t2 z *ENGINEERING*STREETS*WATER*SEWER+BUILDING* 7539thAveN 2502JeAerspAre BID 16 checked NJD s/2ot2 �d y Seattle,WA98f09 TaownaWA98402 DOCUMENTS filCnn 11166NDX.DWG �s }o ro'en JLF 6/2012 (M6I2S16Q (253)627-0720 1908 ' ro' dir ww.N.om LEGEND, ABBREVIATIONS AND GENERAL NOTES scale field bk no no I date revisions I I date 6/2012 D ,"EXISTING MAILBOX, MOUNT ON 2"x10" TREATED WOOD PLATFORM, SIZE TO FIT. MOUNT PLATFORM TO POST WITH AT LEAST (3) r DIAM., 3-1/2' LENGTH GALVANIZED LAG SCREWS WITH FLAT WASHERS. MOUNT BOX(S) TO PLATFORM I, (TYP) WITH AT LEAST (4) GALVANIZED NAILS. MULTIPLE BOXES (IF APPLICABLE) r ! NEWSPAPER BOX (IF APPLICABLE) FURNISH AND INSTALL NEW 4'X4' TREATED WOOD OR 2-3/8' GALVANIZED STEEL TO MATCH EXISTING OR AS DIRECTED BY THE ENGR. (TYP) \ , EXISTING GRASS OR SURFACE RESTORATION PAVED ROADWAY SURFACES FRAME & COVER/GRATE 12' 12" SEAL JOINT WITH NOTES: r PAVING ASPHALT 3 1. WHERE DEPTH OF NECK EXCEEDS 24", ADJUST MANHOLE/CATCH BASIN TO •• GRADE BY INSERTING NEW BARREL cE5 3000 PSI CEMENT CONC. _ _ _ �C CCI� HMA PER TYPICAL HMA SECTION BETWEEN THE CONE/SLAB AND PERIMETER SEAL SHALL AT — ��_ I PAVEMENT SECTION. SEE DETAIL THIS SHEET EXISTING BARREL r i L_ LEAST EXTEND 2' BELOW I _j 1' MIN EITHER GRADE RINGS OR BRICKS 4 2. GRADE RINGS, RISERS AND BRICK SHALL BE SET IN Y4" NON —SHRINK GROUT, FIRST STEP MAX 4' MIN PLASTER SMOOTH INSIDE AND OUT. Go 18' BELOW COVER 3. PRECAST GRADE RINGS AND RISERS CATCH BASIN MUST BE CAST WITH GROOVE TO ALLOW EXISTING INSTALL PRECAST GRADE FIELD INSTALLATION OF SAFETY STEP. ROADWAY RINGS, RISERS OR LEVELING iv G I I�a1K PAVEMENT BRICKS AS NECESSARY TO MATCH FINAL GRADE. NO , STEEL RISES ALLOWED. 8`L1V roo° 10 GRAVEL BORROW OR SUITABLE COMPACTED FRONT NEW SIDE VIEW NATIVE MATERIAL MAILBOX RELOCATION DETAIL NIS HMA, CLASS )I', PG 64-22, DEPTH 6' MIN 4" CSTC, APPLY SOIL RESIDUAL HERBICIDE PRIOR TO PAVING COMPACTED SUBGRADE TYPICAL HMA PAVEMENT SECTION NTS CEMENT CONC. PAVEMENT, 6' DEPTH 4' CSTC xl .. .. .. COMPACTED SUBGRADE TYPICAL CEMENT CONCRETE SECTION NTS HMA, CLASS )r, PG 64-22, DEPTH, 4' MIN OR MATCH EXISTING, WHICHEVER IS GREATER CSTC, APPLY SOIL RESIDUAL RBICIDE PRIOR TO PAVING IPACTED SUBGRADE ^""NT CONCRETE MENT, 6" DEPTH 4" CSTC :OMPACTED SUBGRADE CATCH BASIN ADJUSTMENT DETAIL NTS MATCH TREAD DIMENSION OF ADJACENT EXISTING STAIRS TYPICAL CEMENT CEMENT CONC. CONC. SECTION STAIR FOR WALKWAYS. SEE DETAIL, THIS SHT. 10 d: EXISTING ROADWAY COMPACTED SUBGRADE OR TRENCH SECTION FOR STORM DRAIN PIPE WHERE SHOWN ON PLANS. CEMENT CONC. STAIR DETAIL NTS ROADWAY EDGE OF PAVEMENT FILL DITCH WITH GRAVEL BORROW COMPACTED TO 95% MAXIMUM DENSITY o ;L'drawn �q� P USLIC WORKS DEP T_ s z *ENGINEERING *STREETS *WATER* SEWER*BUILDING * checked des `boy Prot enl: 1908 prof dir field hk no DITCH FILL DETAIL NTS EXISTING CEMENT CONC. STAIRS EXISTING GROUND SURFACE RESTORATION AS SHOWN ON PLANS & AS SPECIFIED, 4' CSTC ON GRAVEL ROAD SHOULDER, GRAVEL DRIVEWAYS AND PARKING AREAS. 4' TOPSOIL ELSEWHERE "­ EXISTING DITCH STORM DRAIN TRENCH PER PLANS AND TYPICAL TRENCH SECTION date i/2U,2 111 G- i/2012 BID i/2012 7539thAveN 25a2JeifersmAve reu,2tleW"�'°� T�"�'"'"2 DOCUMENTS (206(28&1640 (250)627.0720 w,rx Nmrn RESTORE PAVEMENT PER TYPICAL HMA PAVEMENT SECTION, THIS SHEET SURFACE RESTORATION AS SHOWN ON PLANS & AS SPECIFIED, 4' CSTC ON GRAVEL ROAD SHOULDER, GRAVEL DRIVEWAYS AND PARKING AREAS. 4" TOPSOIL ELSEWHERE EDGE OF ROADWAY of * 11, mm / V/-- * PLACE HMA 1/2", PG 64-22 6' MIN FROM EDGE OF ROADWAY TO RECONNECT DRIVEWAYS TO THE ROADWAY. EXTEND APRON TO 10' MAX IF ACP OR SAWCUT AS REQUIRED CONCRETE DRIVEWAY CAN BE yAf DTM 1 CONNECTED TO THE ROADWAY. VARIES EXISTING GRAVEL OR ACP APRON TYPICAL HMA DRIVEWAY DETAIL NTS 3 MAX PAY LIMITS SEE NOTE 2 SAWCUT EXISTING PAVEMENT 1 APPLY SEALANT AR4000W TO TOP & TACK COAT TO SIDES. EXISTING PAVEMENT NEAT —LINE TRENCH WHEN DEPTH IS LESS THAN 4' N CSTC COMPACTED TO 95% MAXIMUM DENSITY GRAVEL BORROW OR SUITABLE NATIVE COMPACTED f•^==:?�:: � TO 95% MAXIMUM DENSITY BENCH AS NEEDED FOR - SHORING OR TRENCH BOX WHEN DEPTH IS GREATER THAN 4' CSTC FOR PIPE BEDDING COMPACTED TO 95% MAXIMUM DENSITY STORM DRAIN PIPE UNPAVED AREAS PAVED AREAS NOTES: 1. MAXIMUM 1WDTH OF TRENCH AT TOP OF PIPE L. *FOR PIPES 15 INCHES & UNDER, TRENCH WIDTH = I.D.+30 INCHES aJP FFd *FOR PIPES 18 INCHES & OVER, TRENCH WIDTH = (1.5 x I.D.)+18 INCHES 2 MAXIMUM PAY LIMITS FOR TRENCH BACKFILL SHALL BE: *NEAT LINE (PER NOTE 1) FOR <= 4' DEPTH. *NEAT LINE PLUS 24" FOR >= 4' DEPTH,oNgt ee� TYPICAL TRENCH SECTION 6-4-2012 2012 SMALL DRAINAGE PROGRAM DETAIL SHEET 3 file n0 11166DM1.DWG scale 1' = 4V no date revisions date 6/2012 12' DEPTH QUARRY SPALLS & HAND PLACED RIPRAP FOR CHANNEL PROTECTION, 5' MIN 2:1 MAX SLOPE WIDTH. CHOKE VOIDS WITH QUARRY SPALLS EXISTING CHANNEL PIPE SLOPE PROTECTION DETAIL NTS NOTE NEW SD PIPE I 0e-- 1 CONSTRUCTION GEOTEXnLE FOR SEPARATION COMPACTED SUBGRADE 2:1 MAX SLOPE 10' 12' DEPTH STREAMBED COBBLES, 6 IN. FOR CHANNEL PROTECTION. 5 MIN WIDTH NEW SO PIPE COMPACTED SUBGRADE CONSTRUCTION GEOIEXTILE FOR SEPARATION EXISTING CHANNEL NOTE OUTFALL PROTECTION DETAIL NTS CLEAN EXISTING SURFACE AND APPLY TACK COAT PRIOR TO EXISTING OR NEW FINISHED BERM PLACEMENT 4* PAVEMENT SURFACE HMA BERM NTS IE 72.55, 18- PVC (N) \ IE 70.2, EX. 36- CMP (NW) IE 70.2. EX. 36' CMP (SE) IE ±77.0, ABANDON EX. 10- CONC. (NE) REPLACE EXISTING TYPE 2 CB WITH TYPE 2 — 72' CB INSTALL SOLID LOCKING COVER 10 CONNECTION TO CB 10 - 47TH AVE S N 5- EXISTING PAVEMENT SEE TYPICAL HMA j PAVEMENT Q SECTION, SHEET 3 HMA CL }- PG 64-22 NOTE: 1. STORM DRAIN MARKER SHALL BE 4' STAINLESS STEEL DISC PAINTED (BLUE) AND SHALL READ: 'NO DUMPING DRAINS TO RIVER' AS SHOWN. 2. INSTALL AT EACH CATCH BASIN LOCATION WITHIN THE PROJECT LIMITS PER STORM DRAIN MARKER INSTALLATION DETAIL, THIS SHEET. STORM DRAIN MARKER NTS SLOPE EXISTING GROUND TO DRAIN HMA BERM, SEE DETAIL. THIS SHEET & GRATE ALIGN THICKENED EDGE OR BERM FLOWLINE NTH 3E STRUCTURE CENTER OF CATCH BASIN GRATE HMA APRON DETAIL NTS ROADWAY j DRAINAGE STRUCTURE CURB AND GUTTER INSTALL STORM DRAIN MARKER NOiE: SEE NOTES BELOW 1. IF STORM DRAIN INLET IS ADJACENT TO CONCRETE CURB AND GUTTER, THE STORM DRAIN MARKER SHALL BE PLACED AT THE TOP OF CURB CENTERED ALONG THE CURB AND INLET AS SHOWN. 2 IF STORM DRAIN INLET IS NOT ADJACENT TO CONCRETE CURB AND GUTTER, STORM DRAIN MARKER SHALL BE PLACED ON THE FIELD SIDE OF THE INLET, CENTERED ON THE INLET, AND NTH NO MORE THAN 12- SEPARATION FROM THE INLET. IF STORM DRAIN INLET IS ADJACENT TO THICKENED EDGE, PLACE STORM DRAIN MARKER ON THICKENED EDGE. 3. IF STORM DRAIN INLET IS ASSOCIATED NTH AN ADJACENT SIDEWALK OR PAVED WALKWAY, ORIENT THE STORM DRAIN MARKER TOWARD THE SIDEWALK OR PAVED WALKWAY 4. IF NO SIDEWALK OR PAVED WALKWAY EXISTS, ORIENT THE STORM DRAIN MARKER TOWARD THE ROADWAY. STORM DRAIN MARKER INSTALLATION NTS ASPHALT APRON WITH THICKENED EDGE DETAIL NOTES: FINUNE1 1. ALIGN FLOWUNE PATH THE CENTER OF THE CATCH BASIN GRATE TO MAXIMIZE CATCH BASIN EFFECTIVENESS 2. WHEN POSSIBLE PROVIDE POSITIVE DRAINAGE ON THE DOWNSTREAM SIDE OF THE APRON SUCH THAT ANY PORTION OF THE FLOW NOT COLLECTED CAN PROCEED TO THE NEXT DOWNSTREAM INLET. 3. ADJUST CATCH BASIN RIM SO THAT IT MAINTAIN POSITIVE FLOW FLOW IS NO MORE THAN 3' BELOW EXISTING BACK TO ROADWAY EDGE OF PAVEMENT TO AVOID DOWNSTREAM SIDE OF CREATING A TRIPPING HAZARD. CATCH BASIN 4. IN INSTANCES WHERE THE CB IS COLLECTING ADDITIONAL RUNOFF FROM SOURCES OTHER THAN THE STREET WITH THICKENED EDGE SUCH AS A DRIVEWAY OR HILLSIDE, CUSTOMIZE THE APRON TO COLLECT FROM ALL POTENTIAL SOURCES. of F u 0 } v by date "��yy �9 PUBLIC' WORKS DEPT_ designed JLF 5012 K; �G 2012 SMALL DRAINAGE PROGRAM 4 o dram SOD 9/ 2 *ENGINEERING*STREETS*WATER*SEWER*BUILDING* checked NJD 5/512 1599tAveN 2602Ja�SonA1a BID 16 '6 y (2D6)26.lWSealk WA 9 P)62TawA WAsalo2 DOCUMENTS file no 11166DET111.DWG ro' en JLF 5/2012 Cl06128G1640 C15t1�a12o 1908 roidir M1MA4mm DETAIL SHEET scale 1•=4a field bk no no date revisions date 6012 T2-\ ALD12 ���} CGI ` co- CULV 12" STEEL 'ter_ 1. E. 9 4.7' PK 1 N: 500.00 E: 500.00 ELEV.- 100.00' STA 0+79.13, 0.00' RT SD STCR. W/TRASH RACK TOP CONC. STCR. 93.4' I.E. 90.0' NW, 18" CMP 1 I.E. 90.0' SE, 12" CMP SHORT P I.E. 86.8' SW, 18" HOLE IN STCR I.E. 81.0' NE, 30" CONC. PK 2 N: 558.35 E: 858.36 ELEV: 111.68' STA 1+61.66, pAV FDAccFs R 040 130 - 13- 120 _ 120 EXIST CB TYPE 2-7.2... STA 0+11.81, 0.77 LT, 1 ... .,.. ...RIM 93:40..... ........_ ........__ ... .__ _. 110 IE OUT_81.00 (30"NE) _ _ __ _ _ ^-------- 110 100. _. 1.0Q APPROXIMATE EXISTING. GROUND . - ALONG PIPE CENTERLINE 90 SO EXIST 30" SU 80..... -70 ]0 _ REHABILITATE APPROX. 192 LF OF EXISTING 30" CONIC. SD PIPE FURNISH AND INSTALL 30' PIPE LINER 60 . _...... .. .60 PROFILE HOR: 1 =40 VER: 1--2-0 2+p0 SITE LOCATION I S 152 T 7- — N WW E_E SITE SPECIFIC GENERAL NOTES 1. SEE SHEET 2 FOR ADDITIONAL GENERAL NOTES. 2. WORK ON THIS SITE SHALL BE COMPLETED IN ACCORDANCE WITH HPA PERMIT REQUIREMENTS, SEE SPECIFICATIONS. ALL WORK, INCLUDING RESTORATION SHALL BE COMPLETE BY SEPTEMBER 30, 2012. 3. TEMPORARY BYPASS OF CREEK FLOWS WILL REQUIRE A PUMPED BYPASS OF FLOWS ACROSS SOUTHCENIER BOULEVARD. CONTRACTOR SHALL PROVIDE A CROSSING ACCEPTABLE TO CONTINUED TRAFFIC OPERATION AND PROVIDE APPROPRIATE SIGNAGE. TRAFFIC CONTROL PLANS SHALL BE APPROVED BY THE ENGINEER CULV 30" CONC PRIOR TO COMMENCING WORK. PLAN SCALE: 1 = 20 0 5 10 20 30 SCALE IN FEET ST 5 v S 152 ST / S 152 ST_ J1 405 \ 00 158 N SITE LOCATION MAP - GILLIAM CREEK INLET NTS ISTRUCTION NOTES 2EHABILITATE APPROXIMATELY 192 LF OF EXISTING CONCRETE STORM )RAIN PIPE. FURNISH AND INSTALL 30" PIPE LINER. U PRESERVE AND PROTECT EXISTING STREAM BOTTOM. DO NOT DISTURB EXISTING ROCKS AND STREAM BED MATERIAL O PRESERVE AND PROTECT EXISTING STORM DRAIN OUTFALL ® CONSTRUCT HAND PLACED RIPRAP SLOPE TO SUPPORT EXISTING UNDERCUT ROCKS ADJACENT TO THE STORM DRAIN STRUCTURE., DO NOT CHOKE VOIDS WITH QUARRY SPALLS. USE ONLY 6' ROCKS AND LARGER ON THIS SITE. PRESERVE AND PROTECT EXISTING STORM DRAIN STRUCTURE AND ALL EXISTING STORM DRAIN PIPE. OS FILL VOID SPACE ADJACENT TO EXISTING 30' CONC. SO PIPE BY PRESSURE GROUTING TO PROVIDE A COMPLETE SEAL BETWEEN THE 30' PIPE AND THE MANHOLE WALL ONLY PERFORM PRESSURE GROUTING AFTER REHABILITATION WORK HAS BEEN COMPLETED ON THE PIPE TO ENSURE THAT GROUT DOES NOT ENTER THE PIPE. CHIP AWAY LOOSE MORTOR AND APPLY NEW GROUT TO SEAL THE PIPE CONNECTION. �Jp L. FF, 05 61 FS � 2 ���Al EtG 6-4-2012 of F } F v ILA by I date 'S 9s PUBLIC' WORKS DEPT_ designed JLF 6/2012 Kph 2012 SMALL DRAINAGE PROGRAM o 9 drawn JLF 6/2012 BID 16 *ENGINEERING *STREETS *WATER*SEWER*BUILDING* checked NJD 612012 1539tlAveN 2502JemmAve �d y Seatlle,WA96109 Tammy WA96402 ems- 1908 Pro] en JLF 6/2012 (�129&1640 (253)627-012D DOCUMENTS file no 11166PPRGILLDWG .kyp.mm GILLIAM CREEK INLET scale 1'=20' field bk no no date revisions date 0012 0 E PK 17 N: 187601.33 E; 1284125.35 ELEV: 81.34' STA G+66.54, 0.00' RT �T HIGH y,ATfR �j �- c OROi RFfk F(OlYgy -h!1_` 8 PK 18RPHGH N: 187590.02 E: 1284189.23 ELEV. 81.8e STA 0+55.52, 63.94' RT F r f � � ! m cm CO) � I _ I I m izi ® 10 I w `SEE CONNECTION DETAIL, SHEET 4 I FOR CONNECTION TO STORM DRAIN STRUCTURE 10. I V 2:0z �� IE 77.1' IO` LONG I I 2 GRAS 4 GRAS CONSTRUCTION CL DITCH niorufaE+00 3+92 GRAS QY GRAS DT24CILV 221? IE 71,5 4" CPP. - 1 DT8 1 Ir o c 8 4• �\\ `\'-RS--' (.p')�J OT12 CTJ V�241 A I m \ \\ DTI8 I rE"74� 36' 1� o i \ GRAS F �, CULV 2265 oIE 728 35" W? C1141u PLAN L�1I E-7�'�36- _'37 SCALE: 1' = 40' k GRAS m ( 0 10 20 40 60 p SCALE IN FEET w -`/{ - w ( - w w -ta I PK 104 4 EDCE a PAv r ENT N: 187927.16 47TH AVE S E: 1284126.80 DITCH rLNUNE ELEV: 86.41' C ` STA 3+92.37, 0.DO' RT GDLV 2146 " P IE 73.6, 18 Chr%' I APPROXIMATE RIGHT-OF-WAY (TYP) I I 110 - - - 110 _ CB TYPE 2-72" 100 STA 1+68.84, 14,64' LT 1 100 RIM 78.80 CB TYPE 2-48" 2 IE IN 72.55 (18"N) STA 2+32.41, 12.80' LT- - "c IN 70.20 (36°SE) RIM 79.36 IE IN 77.00 (10'NE) IE IN 73.19 (18"E) 9Q E OUT 7Q20 (36"P P:) - IE IN 76.36 (12"NE) _ 90 EXISTING GROUND ALONG IE OUT 73.19 (18"S) CONSTRUCTION CL _ 80 - -- - ... 80- . r '. - 64 LF 18" PVC SD _ '----.- 0 12 LF 1.2" Dl $0. 5=7.007 70 - - __�� S=1.00% - 70 60 h 60 , 50.. REHABWTATE APPROX 34..-LF OF.. 50 ... REHABILITATE APPROX. 63 LF OF EXISTING CMP SO PIPE EXISTING CMP SD PIPE FURNISH AND INSTALL 36" PIPE LINER _ FURNISH AND INSTALL 36" PIPE LINER_ 40 ......... - _ 40.... 0+25 1+00 PROFILE 2+00 3+00 HOR: 1 =40 VER: 1 =20 100 100 CB TYPE 2-48" STA 2+32.41, 12.80' LT - 2 RIM 79.36 90 IE IN 73.19 (18"E) 90 IE IN 76.36 (12"NE) IE OUT 73.19 (18"S) 80 80 0 41 LF 18" PVC SO 0 -S 70 .. =1.00% 70 60 ... 6.0 _ 50 �w .50 -_ 40 ........ 40 PROFILE HOR: 1 =40 VER: 1 =20 SITE SPECIFIC GENERAL NOTES 1. SEE SHEET 2 FOR ADDITIONAL GENERAL NOTES. 2. WORK ON THIS SITE SHALL BE COMPLETED IN ACCORDANCE WITH HPA PERMIT REQUIREMENTS, SEE SPECIFlCATIONS. ALL WORK, INCLUDING RESTORATION SHALL BE COMPLETE BY SEPTEMBER 30, 2012. 3. TEMPORARY BYPASS OF CREEK FLOWS WILL REQUIRE A PUMPED BYPASS OF FLOWS ACROSS S 109TH STREET AND/OR 47TH AVENUE S. CONTRACTOR SHALL PROVIDE A CROSSING ACCEPTABLE TO CONTINUED TRAFFC OPERATION AND PROVIDE APPROPRIATE SIGNAGE. TRAFFIC CONTROL PLANS SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCING WORK. CONSTRUCTION NOTES 0 REHABILITATE 34 LF OF EXISTING 36" CMP STORM DRAIN PIPE. FURNISH AND INSTALL 36" PIPE LINER. 02 REHABILITATE 63 LF OF EXISTING 36" CMP STORM DRAIN PIPE. FURNISH AND INSTALL 36" PIPE LINER. 0 FILL EXISTING DITCH PER DETAIL, SHEET 3. ® CONSTRUCT PIPE SLOPE PROTECTION PER DETAIL, SHEET 4. O SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. O6 REMOVE AND RELOCATE EXISTING MAILBOX. SEE DETAIL. SHEET 3. O7 ABANDON EXISTING STORM DRAIN PIPE. O8 PRESERVE AND PROTECT S*J p L. FFO OS wA a �NA ECG 6-4-2012 of 3 F } v pILA by I date o°�,..�w/h4� �q PUBLIC WORKS DEPT_ desitmed JLF 6/2012 Kph BAD 2012 SMALL DRAINAGE PROGRAM 16 4 s� drawn LF_ 6/2012 z *ENGINEERING *STREETS *WATER* SEWER *BUILDING* checked NJD 6/zot2 751syAve N T502JefleAL0 �d y S*09811 `�"aW"�'02 DOCUMENTS file no 11166RRRd7THAWG �s "�o ro' en ALL 6/2012 (206)2661640 (253)R7-n 1908 r0i dl[ ..kpg.wm 47TH AVE S scale r = 4a field bk no no date revisions date 6/2012 , APPROXIMATE RIGHT—OF—WAY (TYP) CONSTRUCTION _CI PK 20 N: 188011.93 E; 1284721.05 ELEV.- 194.03 \ STA 2+18.42, 0.06 RT CULV 1168 IC 184.5' 20' CONC DT 24* 24` IS' IS' APPROXIMATE LOCATION -/ u OF UNDERGROUND RETAINING WALL CREEK FLOWLINE OT�2 PK 102 N: 187852.26 E: 1284712.89 ELEV-. 203.00' STA 0+58.55, 0.00' RT T 4 s I I \l CULV fl67 11{, IE 187.9' 20, CONC CREEK FLOWLINE \�OSSIBLE LOCATION OF ' UNDERGROUND UTILITY LINE CONC RETAINING WALL 5' TALL I I t I I PLAN SCALE: 1 = 40 N 0 10 20 40 60 SCALE IN FEET S 104 PL ;CESS SITE LOCATION MAP - 49TH AVE S NTS LOCATION SITE SPECIFIC GENERAL NOTES 1. SEE SHEET 2 FOR ADDITIONAL GENERAL NOTES 2. PRESERVE AND PROTECT ALL EXISTING SURFACE FEATURES. 3. WORK ON THIS SITE SHALL BE COMPLETED IN ACCORDANCE WITH HPA PERMIT REQUIREMENTS, SEE SPECIFICATIONS. ALL WORK, INCLUDING RESTORATION SHALL BE COMPLETE BY SEPTEMBER 30, 2012. 4. TEMPORARY BYPASS OF CREEK FLOWS WILL REQUIRE A PUMPED BYPASS OF FLOWS ACROSS S 49TH AVENUE S. CONTRACTOR SHALL PROVIDE A CROSSING ACCEPTABLE TO CONTINUED TRAFFIC OPERATION AND PROVIDE APPROPRIATE SIGNAGE. TRAFFIC CONTROL PLANS SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCING WORK. CONSTRUCTION NOTES Ol REHABILITATE APPROXIMATELY 68 LF OF EXISTING 20' CONCRETE STORM DRAIN PIPE. FURNISH AND INSTALL 20' PIPE LINER. O2 CONSTRUCT PIPE SLOPE PROTECTION PER DETAIL, SHEET 4. O PRESERVE AND PROTECT 220.._ .... ................... ............ ...- 220 PROFILE HOR: 1 =40 VER: 1 =20 210 fJ p L. FFO 5 46165 �4a" 6-4-2012 of 3 f } F v by date 31 7i9 PUBLIC WORKS DEFT_ designed JLF 6/2012 K; FlocV161 2012 SMALL DRAINAGE PROGRAM 7 o P9 drawn JLF 6/2012 *ENGINEERING *STREETS *WATER* SEWER *BUILDING* 753901AveN 25U1JeflelwlAve BID 16 Checked NJD 612012 ?e y Su*,WA98109 TammaWA98402 DOCUMENTS file no 11166PPRATHAWG 1908 o ro da JLF 6/2012 ( 2861640 (2531627m Iw.mn1 49TH AVE S scale V = 40 field bk no no date revisions date 672012 , ( i F-..� PK 405 N: 2091.55 E: 1255.92 ELEV.- 126.26' : STA 0+62.42,I0.00' RT nann S 12BTH ST PK 406 N: 2098.96 E. 1378.26 ELEV.- 118.65' STA 1+85,01, 0,00' RT CONSTRUCTION cL L 1+00 CULV 1607 -� IE 118.7' 24" CMPAC EDGE OF PAVEMENT`♦ ---- S -- S C 2 5`aMH AC 1623 I / RIM2836E CdtA LE. 118.9EW,N0CL S4 U ffi 5 1 ffiffi'M Ac -IGAS `I- WOOD RETAINING WALL EDCE w1u. IT- 00H f CllLV 1394 nE 114.7' SOMH 1537 RIM 117.11E E. 111.0' W. 24" CMP I.E. 110.7' NE, 24" CMP LE. 114.3E E, 12" CONC a� Y SSMH 1406 RIM 113.33E I.E. 107.8' COBBLE STORE I.E. E. 105.2E N AC RETAINING WALL CULV 1682 SDMH 1432 11 GRAS 'I IE 104.8' 24" CONC RIM 32W, 2CCMM2GR S �. 10 1O8P88 2 _ --ODrz4 9 ` ,~ OH li 6` 8 GP WA \\ \\ ` LIRAS 4 ACC 'NO DUMPING` gTCi/RDIN, CT8 I 7 5 3 STREET 50\ SSMH 1485 i AC \ \- W RIM I.E. 111.3E W, SE ®CL I `6 SSIA;i 1492 p' y PK 404 rau ns.13 j � N: 2051.38 LE. 108.0 S, NE O CL I.E. 109.0 NW ( Q PP E: 1467.27 = ELEV. 117.08' \ �STA_2E7096,52.56:. RL M iOT12 PLANTER Ol PLAN I CONC WALL -� SCALE: 1 = 40 N TOP EL: ,1s.2s WATER FLOW AREA 0 10 20 I 40 60 I EL: 114.57' SCALE IN FEET .... REMOVE EXISTING CB AND INSTALL NEW CB TYPE 2-48" STA 2+06,05, 35.42E RT 1 ...... 140...._ 1 RIM 117.11 REMOVE EXISTING CB IE OUT 109.70 (24"NE) AND INSTALL NEW __..-. IE IN 111.00 24"W)_ ( CB TYPE 2-48 STA 2+70.80, 3.07E LT2 _._._. ........ EXISTING. -GROUND ........ ALONG PIPE.CL _....... . .. ...................RIM 113.32 ........130 1 IE IN 105.80 (247SW). .. IE IN 110.01 (12"S) . IE OUT 105.80 (24"E) ---..... .._ .....�. ...... ....... ...... N ..... .. 24" SID 75 LF 24" PV C SD ._..... a. 110 1 .-.... ._. ..._.... _ .. 4.... SO _. 5=5.18% ............. .. Z. . _ ...._._ ........... ......... . _::..... _ ....... ... REHABILITATE APPROX. "116..LF_.....SEE OF 24 CONC SD PIPE CONST 90 .._.. FURNISH. AND .INSTALL .24'. PIPE LINER ... _. FIABILITAIE APPROx 45 .NOTE fi0 ' - OF 24' CONC SO PIPE ....... , ...... _. FURNISH AND INSTALL 24" PIPE LINER ; 80 PROFILE HOR: 1 =40' VER. i =20 1 h. I I.t o°`��'`L' �9� PUBLIC ��ORI�S L7.EPT_ drawns z *ENGINEERING *STREETS *WATER* SEWER*BUILDING * checked 6�s *}oy Urol eat; 11908 prof dir field bk no 1 SITE SPECIFIC GENERAL NOTES 1. SEE SHEET 2 FOR ADDITIONAL GENERAL NOTES. 2. WORK ON THIS SITE SHALL BE COMPLETED IN ACCORDANCE WITH HPA PERMIT REQUIREMENTS, SEE SPECIFICATIONS. ALL WORK, INCLUDING 4 83 RESTORATION SHALL BE COMPLETE BY SEPTEMBER 30, 2012. 4t60 I 3. TEMPORARY BYPASS OF CREEK FLOWS WILL REQUIRE A PUMPED BYPASS OF FLOWS ACROSS S 128TH STREET AND/OR 37TH AVENUE S. I CONTRACTOR SHALL PROVIDE A CROSSING ACCEPTABLE TO CONTINUED TRAFFIC OPERATION AND PROVIDE APPROPRIATE SIGNAGE. TRAFFIC CLILV 1345 I CONTROL PLANS SHALL BE APPROVED BY THE ENGINEER PRIOR TO IE 107.1' 24' CMP COMMENCING WORK. CONSTRUCTION NOTES lO REHABILITATE APPROXIMATELY 116 LF OF EXISTING 24" CONC. J I STORM DRAIN PIPE. FURNISH AND INSTALL 24" PIPE LINER. of REHABILITATE APPROXIMATELY 45 LF OF EXISTING AND NEW 24' 4 CONC. STORM DRAIN PIPE. FURNISH AND INSTALL 247 PIPE LINER. APPROXIMATE O3 REHABILITATE APPROXIMATELY 61 LF OF EXISTING 24' CONC. RIGHT-OF-WAY (TYP) STORM DRAIN PIPE. FURNISH AND INSTALL 24" PIPE LINER. \ O4 FILL EXISTING DITCH PER DETAIL, SHEET 3. EDGE OF PAVEMENT 0 CONSTRUCT PIPE SLOPE PROTECTION PER DETAIL, SHEET 4. AC S 128TH ST O6 SAWCUL REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT I 8 EDGE OF PAWMEMI SECTION, SHEET 3. L O REMOVE OR ABANDON EXISTING STORM ORAIN PIPE. grgl FLOMAINE O PRESERVE AND PROTECT. DT14 \SSMH 1343 P.M 113.34' $ �-cul.v 1342 LE. 104.4E E. IIW, SV O9 REMOVE AND RECONSTRUCT DECORATIVE BLOCK WALL AS IE 109.4' 24" CMP I NECESSARY FOR INSTALLATION OF STORM SYSTEM. 3 GARDEN D PON r 10 REMOVE APPROXIMATELY 8 LF OF EXISTING 24' CONC. STORM DRAIN PIPE AND INSTALL 8 LF OF SOLID WALL PVC STORM SEWER PIPE 24 IN. DIAM. JOIN NEW AND EXISTING PIPES WITH FLEXIBLE COUPLING OF COMPATIBLE SIZE FOR THE PIPE MATERIALS. p CONSTRUCT ROCK OUTFALL PROTECTION APPROXIMATELY 10 FT IN LENGTH, SEE DETAIL, SHEET 4. 12 PRESERVE AND PROTECT EXISTING U11LITY POLE. PROVIDE TEMPORARY UTILITY POLE SUPPORT AS NECESSARY FOR INSTALLATION OF STORM DRAIN PIPE. 9 CB TYPE 2-46" - _STA 2+70.80, 3.07 Iva) RIM 113.32. ...... IE IN 105.80 (24"SW) _ ,130 EXISTING`�ROUNDO._., IE IN 11001 (12"S) ALONG PIPE CL IE OUT 105.80 (24"E) 10_LF 12 .PVC SO S=19. Z... 120. 120 X 36 F 12 PVC S� CB TYPE 1 3 1.00 100 STA 2+62.77, 31.51' RT .RIM 115.68 ........ .,. . -- --- IE IN 112.80 (12"SW) IE OUT 112.80 (12"N) 90 90 KPH BID 753 b Aw I 2502Jeflalsp Ava (2%)2V,IW oB T8D71M,WA984B2 DOCUMENTS (2116I28G16i0 (253)627.072a WAW4- 100 �12 -003 2012 SMALL DRAINAGE PROGRAM S 128TH ST no I date I revisions 711 I F v gyp L. Fg4 ID 1(�PPRA2BTH.DWG scale 1'=40' dale 8 012 E i Q W C � SNAG PK 9 N N: 171606.80 // E:1286962.31 ELEV. 33.83' STA 1+45.29, 0.00' RT `J /I I/': SOUK 7695 RIM 33.54' pTy4/ / /n LE. 27.9' 1CMP I.E. 27NW 12 .8' NW, CMP EXP0:EO PVC PIPE PE LE. 27.1' S, 18' CPP 2 EXPOSED WATER PIPE "+� CB 1772 RIM J3 DT4x2� / � �• 2 \ \gib LE. 28.9'9' NW, 12° CMP EXPOSED WAFER PIPE- 0T12X2 / 3 UTIU INET, \\ WATER U➢UTY POLE Q' PK 103 ( } P j Q� N:171497.68 PK 7 E:1286900.75 ELEV: 35.11' IN: 171530.85 STA 0+20.00, 0.00' RT GP WATER \ J E:1286994.75 CB 97 w . 317 8 ELEV. 34.33' Rue 4\ STA 0+95.08, 65.5T RT .E. I32.8' W. 12' CONC OO o" PLAN SCALE: 1 = 40 N 0 10 20 40 60 SCALE IN FEET 60 EXIST CO TYPE 2-54" 2 60 STA 1+09.73, 2.06' RT RIM 33.58 IE IN 27.70 (18`S) IE IN 27.90 (12" SE) 50 IE OUT 27.30 (18"NW). 50...._. Yz IY I { CB TYPE 2-48 40 r s STA 1+10.31, 14 41' LT40 RIM 33.89 a ` IE IN 27.14 (18"SE) :K x IE OUT 27.15 (18"N) ... EXISTING GROUND ALONG IE CL 30 12' sD 30 22 LF 18" PVC SO 5=0.54% 20 20._.. Y 7 10 10 ....... ....... ......'r.......... ........ ... ..__... . ............ ...._..... ........... O _.... ...... ......... . ......... .............. - PROFILE HOR: 1 =40 VER: 1 =20 LOCATION SOUTHCENTER SHOPPING CENTER SITE LOCATION MAP - TUKWILA PARKWAY TUTS STRANDER BLVD SITE SPECIFIC GENERAL NOTES 1. SEE SHEET 2 FOR ADDITIONAL GENERAL NOTES, 2. WORK ON THIS SITE SHALL BE COMPLETED IN ACCORDANCE WITH HPA PERMIT REQUIREMENTS, SEE SPECIFICATIONS. ALL WORK, INCLUDING RESTORATION SHALL BE COMPLETE BY SEPTEMBER 30, 2012. CONSTRUCTION NOTES U O1 REMOVE AND REPLACE APPROXIMATELY 16LF OF CHAINLINK FENCE AS NECESSARY TO CONSTRUCT STORM DRAIN SYSTEM. MATCH EXISTING FENCE HEIGHT & TYPE. O CONSTRUCT ROCK OUTFALL PROTECTION APPROXIMATELY 10 FT IN of LENGTH FROM ENO OF PIPE TO CENTER OF EXISTING STREAM, SEE DETAIL, SHT 4. 0 ABANDON EXISTING STORM DRAIN PIPE. O PRESERVE AND PROTECT. O5 SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. HMA DEPTH SHALL BE 4" MIN OR MATCH EXISTING PAVEMENT DEPTH, SEE TYPICAL SECTION DETAIL, SHEET 3. REVEGETATION NOTES 1. FURNISH AND INSTALL 10-2 FT WILLOW CUTTINGS AT 2 FT ON CENTER ALONG DISTURBED BANK AREA. 2. FURNISH AND INSTALL 10-ELDERBERRY AND 10-ALDER LIVE STAKES IN Im DISTURBED AREAS ABOVE THE TOP OF STREAM BANK. 3 L. Fp, �Jp 05 F46T65 6-4-2012 IL m } F v by date I1 9 PUBLIC' WORKS DEFT_ desi ed JLF 6/2012 KlpG'r 2012 SMALL DRAINAGE PROGRAM R *ENGINEERING*STREETS*WATER*SEWER*BUILDING* drawn JLF s72012 ecked NJD 6/20127539BIAveN 2502Je6ersopAvx B�D 6� oy P16MR JLF 112112 (206)2WA99f09 Temma,WA994G2 DOCUMENTS file no 11166PPRSSPKW7.0WG s' 1908 "� pro] cur (� 28&1640 (253)621-0720 JIP9.a TUKWILA PARKWAY scale 1•=aa field bk no no date revisions date 6/2012 0 Va LLI L)a TREE TRJNK a 4. 6 6 �DT36 \ 5 4 1 DT GP DTI DT6 't D18 SNAG \ IE 6.5'. 18" CLIP yaTET DTI Dr Js'(s) Iz' la' o DTS 6 A r PLAN SCALE 1 = 40 0 10 20 40 60 SCALE IN FEET PK 101 LAP,iJ 'a N:174910.32 E 1289677.10 1\ ELEV. 25.32' STA 0+90.65, 0.00' RT��s� uj LLI ul C K 12 : 174 820.30 : 1289687.7 4 LEV: 25.97' TA G+00.00, 0.00' RT 0 LAW4 SOUTHCENTER SHOPPING CENTER I SITE ACCESS MAP, SEE THIS SHEET SITE LOCATION MAP - FORT DENT PARK NTS 60. ......... SITE ACCESS THROUGH PAVED PATH ON NORTH END OF PARKING LOT . SOCCER SITE 1 FIELD 50. ..... ...... ... 54_ _ LOCATION RIM 2519 t III SOCCERlli II 111 _ _ CB TYPE 2-60 STA 0+98.12 0. 00 40 — - IE IN 8.72 (18 W) - 40.I FIELD PARKING IE OUT 8.72 (18' E) 1 I I LOT I I I I 30. 30 — EXISTING GROUND ALONG PIPE CL �I c OCCER FIELD 20 20 ......... _......_ _.. � Q . W -- I - 10 18"kMP SD 18' CONC. SD 18' CONC SD 10 ........ 1 ........ _...._._ o REHABILITATE APPROX. 42 LF..OF.18". CONC k 18'-CMP .. _SD PIPE...FURNISH_..AND INSTALL 18'.,PIPE_LINER .............. .................. PROFILE HOR: 1 =40 VER: 1 =20 STARFlRE SPORTS COMPLEX SITE ACCESS MAP - FORT DENT PARK NTS SITE SPECIFIC GENERAL NOTES 1. SEE SHEET 2 FOR ADDITIONAL GENERAL NOTES. 2. WORK ON THIS SITE SHALL BE COMPLETED IN ACCORDANCE WITH HPA PERMIT REQUIREMENTS, SEE SPECIFICATIONS. ALL WORK, INCLUDING RESTORATION SHALL BE COMPLETE BY SEPTEMBER 30, 2012. 3. WORK ON THIS SITE SHALL BE ACCOMPLISHED AT PERIODS WHEN THE RIVER STAGE AND TIDE LEVEL IS BELOW THE EXISTING OUTFALL PIPE INVERT ELEVATION. THE CONTRACTOR SHALL ENSURE THAT ALL PORTIONS OF THE STORM DRAINAGE SYSTEM AFFECTED BY CONSTRUCTION ACTIVITIES IS FULLY OPERATIONAL AT ALL TIMES WHEN THE RIVER LEVEL IS ABOVE THE OUTFALL PIPE INVERT ELEVATION. 4. CONTRACTOR SHALL PROVIDE A PEDESTRIAN TRAFFIC CONTROL PLAN AND PEDESTRIAN DETOUR THROUGH FORT DENT PARK. PEDESTRIAN TRAFFIC CONTROL PLANS SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCING WORK. ADVANCED WARNING SIGNAGE SHALL BE INSTALLED BY THE CONTRACTOR AT LEAST 2 WEEKS PRIOR TO CLOSURE. 5. CONTRACTOR SHALL NOTIFY STARFlRE SPORTS COMPLEX AT LEAST 1 WEEK PRIOR TO COMMENCING WORK ON THIS SITE. CONTRACTOR SHALL COORDINATE SITE ACCESS, PARKING k STAGING WITH THE STARFlRE SPORTS COMPLEX. CONSTRUCTION MALL BE LIMITED TO MONDAY THROUGH THURSDAY. CONTACT BEN OLIVER, DIRECTOR OF CAMPUS OPERATIONS AT (206) 431 3232. FOR ALL COORDINATION WITH STARFlRE SPORTS COMPLEX. 6. THE SITE LOCATION IS DOWNSTREAM OF A PUMP STATION. CONTRACTOR SHALL PHASE CONSTRUCTION SUCH THAT THIS SITE IS CONSTRUCTED DURING THE DRIEST PERIOD OF THE SUMMER. CONTRACTOR SHALL COORDINATE WITH THE CITY OF TUKWILA FOR PUMP SHUTDOWN. CONTACT JOHN HOWAT AT (206) 571 6312. Cd�li��>t��I�L�lii►l�5� �? 0 SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. HMA PATCH DEPTH TO BE 6' MIN OR MATCH EXISTING PAVEMENT DEPTH, SEE TYPICAL TRENCH SECTION DETAIL, SHEET 3. O PRESERVE AND PROTECT STORM DRAIN MARKER POST. O PRESERVE AND PROTECT SOCCER FIELD AND SLOPE. ACCESS TO THIS SITE SHALL BE FROM DESIGNATED AREA ONLY. SEE SITE ACCESS MAP, THIS SHEET. ® REMOVE APPROX. 5 LF OF EXISTING 18' CONC. STORM SEWER PIPE UPSTREAM OF CB AND REPLACE WITH APPROX. 5 LF OF SOLID WALL PVC STORM SEWER PIPE 18 IN. DIAM. JOIN NEW AND EXISTING PIPES WITH FLEXIBLE COUPLING OF APPROPRIATE SIZE FOR THE PIPE MATERIALS. INSTALL 18' TIDEFLEX CHECKMATE INLINE CHECK VALVE IN NEW 18• PVC STORM SEWER PIPE. CONTRACTOR SHALL VERIFY INSIDE PIPE DIAMETER AND ENSURE INUNE CHECK VALVE SIZING WILL FIT NEW PIPE SEGMENT. O REHABILITATE APPROXIMATELY 18 LF OF 18' CONC k 18' CMP STORM DRAIN PIPE. FURNISH AND INSTALL 18' PIPE LINER. © PRESERVE AND PROTECT 7O FURNISH k INSTALL HIGH VISIBILITY FENCE PER WSDOT STANDARD PLAN 1-10.10-01. �V p L. Fp0 J� 05 0 q'Qb16 TL 4S��NAL 6-4-2012 of i F } F V ILA by I date '� 9� PUBLIC WORKS Z7ZPT_ designed JLF 6/2012 Kph BID 2012 SMALL DRAINAGE PROGRAM BE: 04 y drawn JLF 6/2012 z *ENGINEERING *STREETS *WATER* SEWER*BUILDING* checked NJD 6/2012 T63ftAve N 2502,K6ersmAve 1d y Sestb.09BK9 T--lWA98W2 �s �o r0 en JLF W2012 (206)286-1640 (253)W4720 DOCUMENTS file no 1166PPR-DRO.DWG • 1908 proi dir ,w,w.Wpg.mn, FORT DENT PARK scale 1•=40' field bk no no date revisions date 6/2012 1 �1 1 CT18 �( PLAN C SCALE: 1" = 40 0 10 20 40 60 SCALE IN FEET `a 1 C APPROXIMATE RIGHT-OF-WAY (TYP) 220 _ REMOVE EXISTING CS AND CB TYPE 1 s STA 1+44.69, 13.40' LT 11 � Q _ RIM 200.95 a.l� 210 IE IN 199.10 (12"E)'.I . x. x IE OUT 199.00 (12"S) y w PK 322 N: 188297.64 E: 1284725.23 ELEV. 197.44' STA 1+13.28, 6.30' LT CB 4277 RIM 155_53' , LE. 1834' E, 12" 14ETAL WATER VAULT ffi 0+00 c o7HNc,• r T yy AC iT+I S 107TH ST CONSTRUCTION CL DECORATIVE CONCRETE WALL 49TH AVE S STA 12+00.00= S 107TH ST STA 1+16.29 --f LLJ a F=- 0 20 PK 323 N: 188297.83 IE:1284870.25 1 2 ELEV: 213.01 Ca 4066 STA 2+58.13, 13.24' LT POV,'ER CABINET RI 1d 200.95' 2 LE, 199.1' E, 12' CONC LE. 199.1' W. 12" META CONC STAIRS RAIL DAD TIE -�-• 2y 2 5 >>B 6' WOOD_ w GRASS Gp 16 _ -- _ - x N -- a'- -. -- - - -7 - --ry --p ----. -.-- o 1 1 o i +0 RAILROAD TI3 j om 7 AC ( ti 3 CD11 FUl ( 4 4 ( r+i N 12 10 4 10 3 1 W tr _ Lu 2r Ztzta 11/ 2ta- :3 _ _ 4 P UY CUL 4368- 2 Cu Q (� 11 3.2'. " CO CULV 5060 0 2 < I 2 CULV 5059 (:p C IF 205.9'C 5051 VODD FEN IE 205.3 12` CONC R AD TI IE 211.5', 12" CONC POST, 0.2' TALL V4000 FENCE i� 2 CQdC STAIRS POST, 6' TALL PK 19 188220.16 230 230 7 8 E: 12842.50 II ELEV: 197.85 STw111+t�8.95, .13' RT 'I IE 155.2% 12' CONC _. 220 220 7 210 210 I a _ IE OUT 19910 (12"W) 200 _---- - - u EXISTING GROUND ALONG 200 0 PIPE CENTERUNE 28 LF 12" SD DI 5-7.02i i .190 ........ .... 190_ PROFILE HOR: 1 =40 VIER: 1 =20 c ) C) \\�� CU',V 4176 EXISTING GROUND ALONG c,4 PIPE CEN11ERUNEuj _ w SD N _i4} LF 12 0 IE OUT 19910 (12"W) r EXIST 12". DD-DI 200 N _ 7, _. w J .33 LF 12" .SD. -DI S-..197 cxi 190 Q ....... ........ _ __. _ __.. _. _ .... .. _ ..... _.. ....... _.... __._. PROFILE HOR: 1 =40 VIER: 1 =20 SITE SPECIFIC GENERAL NOTES 1. SEE SHEET 2 FOR ADDITIONAL GENERAL NOTES 2. CONTRACTOR SHALL PLACE NO PARKING SIGNS ALONG WORK AREA AT LEAST 72 HOURS PRIOR TO BEGINNING WORK ON THIS SITE. CONSTRUCTION NOTES O1 SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. O2 PRESERVE AND PROTECT. O3 REMOVE AND RELOCATE EXISTING MAILBOX, SEE DETAIL, SHT 4- FILL EXISTING DITCH PER DETAIL, SHEET 4.. O5 SAWCUT, REMOVE AND RESTORE CEMENT CONCRETE DRIVEWAY AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL CEMENT CONCRETE DRIVEWAY SECTION, SHT 3. O7 SAWCUT, REMOVE AND RESTORE CEMENT CONCRETE WALKWAY AND STAIRS AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL CEMENT CONCRETE WALKWAY SECTION AND CEMENT CONC. STAIR DETAIL, SHT 3. 10 REMOVE AND REPLACE RAILROAD TIE. 11 CONSTRUCT HMA APRON. SEE DETAIL, SHEET 4. 12 CONSTRUCT HMA BERM. SEE DETAIL, SHEET 4. CB TYPE 1 STA 2+07.19.40 , 12 RT 3 CB TYPE 1 STA 2+83.60, 11.12' RT CB TYPE 1 RIM 207.23 RIM 215.54 g " IE IN 205.00 12E STA 11+66.06 17.31' RT IE IN 213.5 12 E RIM 198.29 IE OUT 205.00 (12"W) ( ) 220 IE OUT 213.50 (12 W) IE IN 196.02 (12"N) IE OUT 196.02 (12"S) CB TYPE 1 5 EXISTING GROUND ALONG STA 1+39.73, 14.66' RT. PIPE CENTERLINE RIM 199.60 - -. PROFILE HOR: 1 =40 VIER: 1 =20 6/1-003 S ,N L. Fp0 q 46165 �1� V1, 6-4-2012 Q 3 F IL m �mq v w Tin by I date °� �'9s PUBLIC' WORKS DEPT_ designed JLF 6/2012 KpCx 2012 SMALL DRAINAGE PROGRAM ,1 o ► drawn JLF 6V2012 z *ENGINEERING*STREETS*WATER*SEWER*BUILDING* 7539JAvtN 2502JeflersoaAve BID 16 1d y CheCked NJD 6/2012 '53We WA96109 Taoama,WA96W2 �s •�o Pro en JLF 6/1112 R0612aE 1W (253)W-0n0 DOCUMENTS file no m66PPRSt01THST.DWG 1908 prom (fir WWW.4g.00m S 107TH ST scale 11 = 40 field bk no no date revisions date 612012 RIM 215.75 - LE.217TE,i'�NC E. 217.4' W Ga. w 10 2 2 LJ 4' CHLK O 1U tr •". N P 6" O G 4( + �- - 0; �� 4 14 ( 1 Ar4i{0 Cn LU .P W 1 .� > W - W _z _ w - =224 = -230- .2 2- 222 -226 9 LESTONE M8 U INING WALL CI11 V s140 < IE 217.6', 12'CPP 8 --�-- -c V 5139 PK 324 s; s2 3s', 1z' cowc 2 8', tY CPP N: 188270.00 2 E: 1285036.7 ELEV. 230.37 6 STA 4+25.79, 6.81' RT SITE SPECIFIC GENERAL NOTES 1. SEE SHEET 2 FOR ADDITIONAL GENERAL NOTES. ,ti`� ' 2 CONTRACTOR SHALL PLACE NO PARKING SIGNS ALONG WORK AREA AT Ac ' LEAST 72 HOURS PRIOR TO BEGINNING WORK ON THIS SITE. ce 5463 'I� �✓ APPROXIMATE 2" 242 I - \ RIGHT-OF-WAY (TYP) LE. 239.8' W. 12" CONC ` CONSTRUCTION NOTES GR15566 WOOp (ryryl S 871s'st" E /5 00 - h W 1 W T650- -1- W Ic Wi- G ? 90pP / G . �2'SQ G GRASS - \ 2 TP --- Oj SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO -. A _ INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT 9 ,\ -- - I, h SECTION, SHEET 3. ` caass S 107TH ST O2 PRESERVE AND PROTECT. 6+00 6+50 ®FlLL EXISIING DITCH PER DETAIL SHEET 4. \ � 8 °� AC OS SAWCUT, REMOVE AND RESTORE CEMENT CONCRETE DRIVEWAY AS CONSTRUCTION CL NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL ��- CEMENT CONCRETE DRIVEWAY SECTION, SHT 3. m © REMOVE OR ABANDON EXISTING STORM DRAIN PIPE 6' WOOD IRK 325 N: 188251.43 O7 REMOVE METAL GUTTER. f1 GUY Z or E: 1285222.37 ELEV.- 246.64 ® CONSTRUCT HMA APRON. SEE DETAIL, SHEET 4. I ' STA 6+1204, 16.71' RTrn I O CONSTRUCT HMA BERM. SEE DETAIL, SHEET 4. N 270 TYPE 1 8 "STA 5+79.35, 17.97 RT _ .. _....... .... ._. ........ . .... .. RIM .70 IE OUT5242.92 (1 2"NW)L 260 _ CB TYPE 1 18 REMOVE EXISTING CB AND . STA 4+96.57, 12.35' LT 9 CB TYPE 1 w CB 15 ..STAT436.85, RIM 235.60 IN 233.50 (12'E) STA 5+56 33, 11.96' LT RIM 242.13 250 N 13.10 LT RIM 230.55 -- _.. __IE IE OUT 233.50 (12"W) IE IN 239.80 (12"SE) o CB TYPE 1 10 STA 3+21.53, 14.12' IE IN 228.29 (12"E). IE OUT 239.80 (12"W) LT IE OUT 228.29 (12"W) ' EXISTING GROUND AT..... _---- M a RIM 219.53 E IN 217.40 (12,E)C/i`Y s _� .. PIPE CENTERLINE S:1 p g4 SD- N IEDI OUT 217.10 (12•W) w QI._ 6p lF z .- m .. < wl -- _DI 5=872% _ Z _ z ww J 6 DLF1"SD ..._...LJ . ..... _.._... _ _ ........ -115LF12'230 y __-- _ _ w�' a 220 38 LF 12 SD -DI S=8.26% 210_ .CB TYPE 1 __ 230 LQ...STA 3+47.22, 7.55' RT x I _ 200 190.... I rL' 9 PUBLIC WORKS DEPT_ s ENGINEERING *STREETS *WATER*SEWER*BUILDING* 1908 Y by I date designed JLF 6/2012 IMIP� drawn JLF 6/2012 BID Cheeked NJD 6/2012 75396 "" 2502MIa mAue roi eng JLF 6/2012 Suds, WA981 TamYWAWR DOCUMENTS (206(2SWO (253I627-n ro' d r wn#g.am no PLAN SCALE: 1" = 40 0 10 20 40 60 SCALE IN FEET PROFILE HOR: 1 =40 VER: 1 =20 0 % 81Z4 1w 2012 SMALL DRAINAGE PROGRAM S 107TH ST of J 7 F IL m } F v y`Jp L. FFO O 46165 .n, �IsiEM1Fc ?F' rys'bNAL 6' 6-4-2012 m16 12 file no NI%PPRS167IH$TDWG scale V = 40' no date revisions date 6/2012 , 0+00 �\� \q0 825E NW 5 \E \B E .._.__ .C. _..__ __ • D -� GRASS — SD SD W 1+00 \E \9 CONSTRUCTION CL SD S 69'57'37" E s 650.00' s s s AC S 114TH ST 270_ PK 315 BARB D MRE—cis — N: 186046.52 E: 1284532.48 ElEV: 211,06 STA 1+46.87, 6.94' LT APPROXIMATE RIGHT —OF —LINE (TYP) MEZW- R\M \� 2125 MEtin\- a\M 24.5,SHW,�\2 R E 220 }4 tiW. \2 \.E 6' WOOD 1 2 6' WOOD AC -s s3+ GRA55 —¢Z a PRESERVE k PROTECT EX. 48" WATER MAIN PLAN SCALE: , = 40 N 0 10 20 40 60 SCALE IN FEET 250 CONNECT TO 250 d y EXIST CB TYPE 1 1 o STA 3+01.28, 13.54' LT- _ _ RIM 229.30 IE IN 227.40 (12"W).........._. 240 .... .. w o ..... tr � IE OUT 227.30 (12"E) 240 CB TYPE 1 v N IE IN 227.50 (8"S) 9 _ STA 3+10.62, 13.42' RT RIM 230.20 230 IE OUT 227.79 (8"N) 230 L.o EXISTING GROUND AT PIPE CENTERLINE 220 28 LF 8" SD—OI S=1.06% 220 iLA �9 PUBLIC WORKS KEPT_ N z *ENGINEERING *STREETS *WATER* SEWER*BUILDING* i 1908 PROFILE HOR: 1 =40 VER: 1 =20 field bk no SITE SPECIFIC GENERAL NOTES 1. SEE SHEET 2 FOR ADDITIONAL GENERAL NOTES. 2. CONTRACTOR SHALL PLACE NO PARKING SIGNS ALONG WORK AREA 5 ' Ak.E AT LEAST 72 HOURS PRIOR TO BEGINNING WORK ON THIS SITE. "'N \1 . PL 'SV NE, s v` CONSTRUCTION NOTES O1 SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO S_ 7 234 1`f?. 6 PK 314 \N: 185948.16 E:1284762.82 ELEV: 237.12 E o ®°` STA 3+96.97, 6.52' RT date V2012 IK ?Oclk V2012 B I D V2012 7S19AAve N 2502MIalmnAve /2012 SeetlkWA98'09ITeoars,WA98402 DOCUMENTS — (M)286-1640 (253)627-MO wwwAkppom INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. O2 PRESERVE AND PROTECT. WOOD w © CONSTRUCT HMA APRON. SEE DETAIL. SHEET 4. !AS N , O CONSTRUCT HMA BERM, SEE DETAIL, SHEET 4. 0 w V) — W Z � Q 1/2-001 2012 SMALL DRAINAGE PROGRAM S 114TH ST no I date I revisions �J p L. FFO 05 r 4616 W '()WAL b�G` 13 16 fileno IlIwPRSIIQHSTDNO scale 1' = 40' date 6/2012 SITE SPECIFIC GENERAL NOTES 1. SEE SHEET 2 FOR ADDITIONAL GENERAL NOTES. CPeP- 7} 2. CONTRACTOR SHALL PLACE NO PARKING SIGNS ALONG WORK AREA AT 2362 NE, LEAST 72 HOURS PRIOR TO BEGINNING WORK ON THIS SITE a `4M 1}9195E' �2'LMM.E�� (,9 6�2A E� SE. 67" �1'MEtPy GB 5 }ge \Z �.uE pU CONSTRUCTION NOTES PRESERVE & PROTECT EX.c. 48' WATER MAIN 2°qqa NW'12 a OHMA TO - �F- CULV 6023 INSTALL TOR DRAIN SYSTEM. SEE TYP CALNHMASPAVEMENTRY IE 246 r 12" CMP SECTION, SHEET 3. 4 t'S 6 O2 PRESERVE AND PROTECT. BARK C') BARK © �% 7 © CONSTRUCT HMA APRON. SEE DETAIL, SHEET 4. N6ARK J1I �C J^ _—Sn w _ GRASS-- 246-,� - _ —248� O7 PRESERVE AND PROTECT CHANNEL g 00 W" _ 1t B 114THWST ti 5t00 W _ 6t00 6 6t50 ® CONSTRUCT HMA BERM. SEE DETAIL, SHEET 4. z -23s- AC —z3a �- �- �i'"�"-�.��_ — 2a2___ s za2 — z4a. CONSTRUCTION CL J "236— �� �� :. 236_ GRASS -( B 10 2 12 APPROXIMATE RIGHT—OF—WAY (TYP) �" NK317 185891.83 SS0N1g6 9 n Rgl. SE. E: 1284924.89 2}ag �E ELEV. 245.02 \ STA 5+68.5353, 3.91' RT PLAN SCALE: 1 = 40 0 10 20 40 60 SCALE IN FEET 260 260 ..... CONNECT TO ......... EXIST 08 TYPE 1 4 STA 4+29 97, 14 06' LT.. RIM 238.79 250 �I.. IE IN 237.00 (12"W) 250 <n IE OUT 237.10 (12 E) ........ .. _....... .......... _� u� .. ..._. IE OUT 237.60 (4 N) w ?. IE IN 237.20 (8"S) ......... . 240 W w 240 EXISTING GROUND AT t.7.. e ...... PIPE CENTERLINE ... 230 230, _ 24 LF F SD DI 5=1.03% 220 ....... ... ......... 220 PROFILE HOR: 1 =40 VER: 1 =20 °��T1ra y PUBLIC WORKS DEPT_ ON! 9�C.�rurr,n.rrrnn.rr.yc.mnrrmc�yaar�mrn.�c�raarrn .�rrr rrr r�n.rr... �d �y ems,� •�o 1908 270 _ r 270 w CONNECT TO EXIST CB TYPE 1 260 STA 5+84.42, 14.44 260.. RIM 245.88 ..... _. IE IN 244.40 (12 W) C� 12 r �, ... . OUT 244.30 (12"E) . STA 5+99.66, 7.47' RT .,,_, s _IE IE IN 244.50 (8"S) 250 _ RIM 246.24 IE OUT 244.77 (8 N) ._ 250 o EXISTING GROUND AT 240 ..... PIPE CENTERLINE 240 27 LF 8" SD—DI.S=1..027 230 ..... .. . .. _.......... .......... .... ....... ...... ........ ..... _._. 230 PROFILE HOR: 1'=40 VER: 1 =20' by date ed JLF 6/2012 IMPICI n JLF 6/2012 BID red NJD 612012 (W UM AW N Ave :n LF 6y2012 Seae,0619 W8402 DOCUMENTSI ),� I,I�T-0,2g fir www.kpg.com bk no 812-00*3 2012 SMALL DRAINAGE PROGRAM S 114TH ST of i F �J p, L. FFO 05 46165 2 @DhAL 6�G 6-4-2012 E1614 file no I1IW RStImiST.DWG scale 1' = 47 no date revisions date 6/2012 �m �N PK 11 N: 176827.61 E: 1285293.05 ELEV. 160.12 00 2 DT12 STA 31+05.48, 13.35' LT n % 6 < I � 52ND AVE S CONSTRUCTION CL G G \ G 3fli 00 f 3t 00 52ND AVE SI N 1102' E\ TS w w 4'e"CR T PP 4' CHLK _ I APPROXIMATE RIGHT-OF-WAY (TYP) N GP w T8 m 5! FP I y N S 142NO ST CONSTRUCTION CL Z .0 CO) 1 (pa , GRASS GO -_" ... EI �I GP I I51 PK 310 N N: 177034.19 i m E 1285326.77 3 cnD ® ELEV. 158.52 52ND AVE S STA 33+12.93, 14.46' RT S 142ND ST STA 11+41.28, 1283' LT s9 33+50 7---�—,._ PPS I 3 GRASS 158— / CTi Tl �56 C 18 11 1T,152ND AVE S STA S 142 D ST STA 110+267 30 � 1 h - PLAN SCALE: 1 = 40 Z 0 10 20 40 60 SCALE IN FEET ODTIS 1 � o - MATCH LINE STA 12+00 SHEET 16 UN CB TYPE 1 STA 31+70.81, 29.75' LT C8 TYPE 1 3 ._ RIM 158 55 T. STA , 1 1+22.1 8 1 4 2 4 L IE OUT 156.45 (12"NE) RIM 158.49 170 .... ...... CB TYPE 1 _w IE IN 155 68 12 S) 2 STA 31+89.53, 5.35' LT Q a w y IE OUT 155.68 (12"E) EXISTING GROUND ALONG RIM 158.68 w PIPE CENTERLINE IE IN 156 30 (12"SW) w w Y . 160 IE OUT 156.30 (12 N) w — -- — ---- -- — —.123 LF 12" SD —DI S=O.SOi En ..._ ..,._,z ..._,......._ 5=4.00� w........... '...............� __.... ;... ............ :...................... ............. ............ 150 —w ............... ....>.......... .... .... ................... ......... ......... ................... J 31 V 12 SD S=050i .D.l x 140 ................ .............. ......:.. .... ................ ....:...... ... ............. .. ................ .__. ..,..,...,..... ...... .._..... .............................. PROFILE HOR: 1 =40 VER: 1 =20 SITE SPECIFIC GENERAL NOTES 1. SEE SHEET 2 FOR ADDITIONAL GENERAL NOTES 2. CONTRACTOR SHALL PLACE NO PARKING SIGNS ALONG WORK AREA AT LEAST 72 HOURS PRIOR TO BEGINNING WORK ON THIS SITE CONSTRUCTION NOTES O SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. O2 PRESERVE AND PROTECT. O3 REMOVE AND RELOCATE EXISTING MAILBOX, SEE DETAIL, SHT 4.. ® FILL EXISTING DITCH PER DETAIL, SHEET 4.. OS SAWCUT, REMOVE AND RESTORE CEMENT CONCRETE PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL CEMENT CONCRETE PAVEMENT SECTION, SHEET 3. © INSTALL HMA BERM. SEE DETAIL, SHEET 4. �Jp L. FFO OS q,46165,� F / � -001 �In L 6-4-2012 of F IL m tia by I date deli ed JLF 6/2012 a 2012 SMALL DRAINAGE PROGRAM 15 PUBLIC WORKS DEPT_ K; Gr o s� drawn JLF 6/2012 p z *ENGINEERING *STREETS *WATER*SEWER*BUILDING* checked NJD 6/2012 7539hAveN 2502Je6asmAua BID 16 Seatll2mmof09 Tamme7.0720 02 DOCUMENTS file no 1tI56PPR5I42NDST.DWG 6,y�s ��oy to e0 JLF 6/2012 (206)2861640 (251)627-0T20 • 1908 pro' dir www.kpg.cam S 142 N D ST scale r = as field bk no no date revisions date 6/2012 i RIM 153.50 I.E. 151.3 E, 12' CONC LE. 15L8' N. 4" CONC I.E. 152.3' W, 6' CMP I.E. 15 .0' SW, V CMP L0 GRASS N 10 o _ Y C; N 7S__ T V) V) VJ y7 LAJ G _ CB 3774 RIM 142.17' LE. 139.0' S, 12" CMP I.E. 738.8' N, 12" CMP � 140.8' W. 12" GONG CULV 3777 \J 10 IE 1409', 12" CONIC N CO:IC GATE POST PLANTER/BARK 'LV 3775 CONIC GATE POST 1- 143.3', 1 ' CONC ASS I 9 9 CON DRMWA 6' CON�METAL MB( 2) ICI ,'I,PY CI M,B s S 8'46'47h E A 3: 1'k 1 ) S 1 f i , s- A 1-1 *n0' Z - ` GRASS Z3 ---GRASS CHLK II V 1 GRASS CT16 Q � GRASSB 3517 RIM 154,22' I.E. 153.0' NE, 8' METAL LC09BLESTONE RETAI.NIG WALL W W I M8� - AG `/98- -^ 147---GRRSS--_ ' R=- 4' WOOD I S 142ND ST S}AH 3475I RIM 142.81 LE. 130.81' N,S,E,W @ CL PK 320 AC > N: 177009.11 E: 1285454.44 CB 3457 ELEV. 151.20 RIM 142.99' ✓ N STA 12+69.45, 9.52' RT I.E. 12" CMP W I.E. 140.4' N. 12" CMP v i PLAN SCALE: 1 = 40 0 10 20 40 60 SCALE IN FEET ( o� IIo SDMH 3592 r RIM 142,57' LE. 133 5 N, 18" CONIC IE .1335' SE, 18" METAL PK 321 N: 177026.45 P E: 1285566.27 P ELEV: 142.93 STA 13+80.89, 10.21' LT .- � �PLANTER/BARK GRASS CONSTRUCTION CL oQ APPROXIMATE RIGHT-OF-WAY (TYP) I - - 180_ REMOVE EXISTING CB AND _ CB TYPE 1 4 STA 12+29.07, 16.00' LT RIM 153.58 .IE IN 151.40 (12"W).... 10 'CB TYPE 1 STA 13+45.82, 18.49' LT 170 .......... IE OUT 151.30 (12"E) RIM 145.60 _ __ IE IN 15200 (8"SW) IE IN 143.74 12"W REMOVE EXISTING C8 AND r IE IN 151.80 4"N IE OUT 142.39 (12'E) CB TYPE 1 5 STA 13+91.12, 19.87' LT 160 w x ....... _ .... _ _ RIM 142.17 IE IN 139.67 (12"W) z .10TLF-12"-SD DI-$_4:009-_ _ _ -RECONNECT c '^ IE OUT 139001(12 S) RECONNECT EXISTING CMP x _- --11J�12"_ SD ....... .... _. 150 c� _a - S-6 487 - a _ ---__ -- EXISTING GROUND ALONG __ 45 LF 12^ $Q PIPE' CENTERUNE w ... DI S_6.Do% t - - - ------_ 140 ........... _._.._. ......... ........ D 130 SITE SPECIFIC GENERAL NOTES 1. SEE SHEET 2 FOR AD017IONAL GENERAL NOTES 2. CONTRACTOR SHALL PLACE NO PARKING SIGNS ALONG WORK AREA AT LEAST 72 HOURS PRIOR TO BEGINNING WORK ON THIS SITE .�rJI-C�J-I!•l�l7llell-mil l��l �C`� O1 SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. O2 PRESERVE AND PROTECT. O3 REMOVE AND RELOCATE EXISTING MAILBOX, SEE DETAIL, SHT 4.. ® FILL EXISTING DITCH PER DETAIL, SHEET 4.. O7 SAWCUT, REMOVE AND RESTORE CEMENT CONCRETE WALKWAY AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL CEMENT CONCRETE WALKWAY SECTION, SHT 3. O REMOVE TREE(S). 10 SAWCUT, REMOVE AND RESTORE HMA PAVEMENT APRON AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. PROFILE HOR: 1 =40 VER: 1 =20 a5 0 by date 11hh' �9 PUBLIC' WORKS DEPT_ designed JLF 6/2012 10, KIP o s drawn JLF 6/2012 BID z *ENGINEERING *STREETS *WATER* SEWER*BUILDING* checked NJD 6/2012 75391f1AW:N 2502Je6ersonAve py ro'en JLF 6/2012 Sea81e,098109 Tawma.098 2 DOCUMENTS s` '� pro' (286.1640 (253)627.OM 1908 kpg.am field bk no Arb,FaV, 2¢. 6-4-2012 2012 SMALL DRAINAGE PROGRAM F:16 16 S 142ND ST file no 11166PPR5112NDSUriY6 scale 1'= 4a no date revisions date 6/2012 , 7 F "t w 2012 SMALL DRAINAGE PROGRAM - PROJECT NO.91241201 MAYOR CITY COUNCIL JIM HAGGERTON VERNA SEAL, PRESIDENT DIRECTOR OF PUBLIC WORKS ALLAN EKBERG JOE DUFFIE BOB GIBERSON, P.E. KATHY HOUGARDY CITY ENGINEER KATE KRULLER ROBIN TISCHMAK, P.E. DE'SEAN QUINN DENNIS ROBERTSON SCHEDULE OF DRAWINGS SHEET SITE NO. NO. TITLE 1 COVER SHEET 2 LEGEND ABBREVIATIONS & SURVEY NOTES 3-4 DETAILS 5 1 GILLIAM CREEK INLET 6 2 47TH AVE S 7 3 49TH AVE S 8 4 S 128TH ST 9 5 TUKWILA PARKWAY 10 6 DUWAMISH RIVER OUTFALL 11-12 7 S 107TH ST 13-14 8 S 114TH ST 15-16 9 S 142NO ST ILA yq � i✓ .L 7 L 1. �Y 9� `Y ���1 � _��� �. s z *ENGINEERING *STREETS *WATER*SEWER*BUILDING* d y r ' r9ua by I date designed JLF 5/2012 1K.1p4cwqqk drawn SOD 5/2012 checked NJD 5/2012 75391tAve t,' 2592Je8eronAve ro eu JLF 5/2p12 SeatktYA98'09 Tacoma,YYA98402 12CWSr 1643 f253 o27J1723 ro' dir field bk no m,x.k.axn J r JWAMISH VER JTFALL IL PARKWAY ,2, DEVELOPMENT SEPA 2012 SMALL DRAINAGE PROGRAM 1 REVIEW 16 file nU 11166CD101.DWG SUBMITTAL COVER SHEET scale no date revisions date 52012 1W LEGEND EXISTING PROPOSED Aco PK NAIL e PAINTED POWER STORM DRAIN LINE, WITH DIRECTION OF FLOW CATCH BASIN T....----.........._............- PAINTED TELEPHONE �� THICKENED EDGE @ STORM DRAIN MANHOLE T'+ PAINTED TV 0 STORM DRAIN CATCH BASIN, TYPE 2 -- CULVERT --'—' — n' PAINTED WATER A STORM DRAIN CATCH BASIN, TYPE 1 O SEWER MANHOLE PAINTED GASSIGN a - - - - - - - SAWCUT POWER POLE - ---- - STORM obQ POWER POLE WITH UNDERGROUND CONNECT SEWER SUPUNE OR PIPE LINER GUY POLE _ ...... ............. ........ _._........-.-............ FENCE X HIGH VISIBILITY FENCE GUY ANCHOR = = HEDGE (HEIGHT NOTED) O VEHICLE DETECTION LOOP YARD LIGHT PAINTED STRIPE BUTT JOINT OR EDGE GRIND m N RISER _ . .................................. EDGE OF PAVEMENT GRADING LINE GAS VALVE — — — — FLOWLINE CSTC (IN SECTION) WATER VALVE - -- -- CONTOUR ��\��\��\�� COMPACTED SUBGRADE (IN SECTION) WATER METER IN �� CONCRETE NEW HMA (IN PLAN &SECTION) FIRE HYDRANT C__� GRAVEL CEMENT CONCRETE PAVEMENT (IN PLAN & SECTION) Po STAND -PIPE (GENERIC/UNKNOWN) ROCKERY ;Esae;;;:::;: DETECTABLE WARNING SURFACE o GUARD POST ASPHALT/CONCRETE GRAVEL BORROW (IN SECTION) c� BOULDER cdLK CHAINUNK I —I �� TOPSOIL TYPE A AND HYDROSEED (IN SECTION) SIGN CONTROLLED DENSITY FILL (CDF) MAILBOX (# OF BOXES) SHRUB 0 STUMP DECIDUOUS TREE, DIAMETER IN INCHES (# OF TRUNKS) GENERAL NOTES -ALL SITES 1. CONTRACTOR SHALL PROVIDE CONTINUOUS ACCESS TO ALL DRIVEWAYS AND WALKWAYS BOTH INSIDE AND OUTSIDE OF THE WORKING AREA. criz(3; CONIFEROUS TREE, DIAMETER IN INCHES (# OF TRUNKS) 2. GAS, WATER, AND SEWER SERVICES TO INDIVIDUAL HOMES OR BUSINESSES ARE TYPICALLY NOT SHOWN. THE CONTRACTOR SHALL LOCATE SERVICES AND COORDINATE WITH UTILITY OWNER TO RELOCATE SERVICES THAT CONFLICT PATH NEW STORM DRAIN AS NECESSARY. ® MONUMENT 3. HAND DIG WITHIN 2 FT OF ALL EXISTING UTILITIES. INSTALL ETHOFOAM PAD AT ALL UTILITY CROSSINGS WITH LESS THAN 6' CLEARANCE TO z JUNCTION BOX NEW STORM DRAIN. ® STORM DRAIN STRUCTURE 4. PIPE INVERTS AND RIM ELEVATIONS ARE SPECIFIED TO THE PROJECTED CENTER OF THE STRUCTURE. CATCH BASIN STATION AND OFFSETS ARE APPROXIMATED TO THE CENTER OF STRUCTURE. PIPE LENGTHS ARE APPROXIMATED AS 2 DIMENSIONAL PLAN VIEW DIMENSIONS. 5. REMOVE EXISTING STORM DRAIN PIPE AT ALL LOCATIONS WHERE THE PROPOSED STORM DRAIN ALIGNMENT CONFLICTS WITH THE EXISTING STORM DRAIN ALIGNMENT. FILL AND ABANDON PIPE SEGMENTS LEFT IN PLACE PER SPECIFICATIONS. 6. CLEAR AND GRUB EXISTING VEGETA11ON AS NECESSARY FOR CONSTRUCTION. PRESERVE AND PROTECT TREES LARGER THAN 4" DIAMETER UNLESS OTHERWISE NOTED ON THE PLANS. 7. HORIZONTAL DATUM IS ASSUMED COORDINATES. VERTICAL DATUM IS ASSUMED ELEVATIONS. 8. INSTALL STORM DRAIN MARKERS AT EACH NEW STORM DRAIN STRUCTURE PER DETAILS, SHEET 4. ABBREVIATIONS ABND ABANDONED MIC MONUMENT IN CASE AC ASPHALT MJ MECHANICAL JOINT AC ASBESTOS CEMENT WATER PIPE MW MONITORING WELL ACP ASPHALT CONCRETE PAVEMENT N NORTHING/NORTH ADA AMERICANS WITH DISABILITIES ACT NO NUMBER AP ANGLE POINT NTS NOT TO SCALE AVE AVENUE OC ON CENTER BLDG BUILDING OD OUTSIDE DIAMETER BMP BEST MANAGEMENT PRACTICE OH OVERHEAD UTILITIES BOW BACK OF WALK PC POINT OF CURVATURE CO CATCH BASIN PCC POINT OF CURVE ON CURVE COF CONTROLLED DENSITY FILL PE POLYETHYLENE COT CITY OF TUKWILA PG PERFORMANCE GRADE CI CAST IRON PI POINT OF INTERSECTION q CENTERUNE PIV POST INDICATOR VALVE CL CLASS POB POINT OF BEGINNING CO CLEANOUT POC POINT OF CONNECTION CONC CONCRETE POE POINT OF ENDING CONST CONSTRUCTION PRC POINT OF REVERSE CURVATURE CONT CONTAINER PT POINT OF TANGENCY CSTC CRUSHED SURFACING TOP COURSE PVC POLYVINYL CHLORIDE OCVA DOUBLE CHECK VALVE ASSEMBLY PM POINT OF VERTICAL INTERSECTION DI DUCTILE IRON PVMT PAVEMENT DIA, 0 DIAMETER R RADIUS DWG DRAWING RJ RESTRAINED JOINT E EASTING/EAST RT RIGHT EL ELEVATION S SLOPE/SOUTH ELEV ELEVATION SD STORM DRAIN EOP EDGE OF PAVEMENT SDP STORM DRAIN PIPE EX EXISTING SEW SEWER EXIST EXISTING SHT ' .SHEET FDC FIRE DEPARTMENT CONNECTION SSMH SANITARY SEWER MANHOLE FL . FLANGE ST STREET FL FE STD STATION FOC FACEACE OOF CURB STD STANDARD HORIZ HORIZONTAL T TANGENT LENGTH HMA HOT MIX ASPHALT TOC TOP OF CURB ICV IRRIGATION CONTROL VALVE TOG TOP OF GRATE ID INSIDE DIAMETER TYP TYPICAL IE INVERT ELEVATION VC VERTICAL CURVE L LENGTH OF CURVE VERT VERTICAL LT LEFT VLT VAULT LF LINEAR FEET W WEST/WITH LP LOW POINT WAT WATER MAX MAXIMUM WSDOT WASHINGTON STATE DEPARTMENT MIN MINIMUM OF TRANSPORTATION MH MANHOLE SURVEY NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. ■ 2. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LID TO CENTER OF UD. 3. RIGHT OF WAY LINES WERE ESTABLISHED PER FOUND MONUMENTS, RECORDED SURVEYS AND PLATS. 4. PROPERTY LINES WERE ESTABLISHED PER KING COUNTY GIS ONLY. T T by date /.� I designed JLF 5/2012 KF4Q SEPA 2012 SMALL DRAINAGE PROGRAM 2 o s� drawn JLF 5/2012 ENGINEERING*STREETS *WATER*SEWER*BUILDING* checked NJD 5/2012 7539tAveN 2502Ja8ersonAve REVIEW ,a c� Searle,"IA98109 Teccma.WA9N2 filen0 11166NDX.DWG �S ,r0 eIl JLF 5/2012 (206;26&1640 (253)627-0720 = 1908 pro'dir v..kpg,epm SUBMITTAL LEGEND, ABBREVIATIONS AND GENERAL NOTES scale field bk no no date revisions date 512012 y a s 3 MOUNT ON Ji" PLYWOOD, o EDGE OF ROADWAY SIZE TO FIT, NAIL TO STAND o q NEWSPAPER BOX ¢ THICKENED EDGE CAREFULLY PLACE HMA TO PROVIDE (IF APPLICABLE) SEE DETAIL SHEET 2 SMOOTH TRANSITION TO DRIVEWAY THAT r WILL ACCOMODATE LOW PROFILE VEHICLES 4 X 4 POST, PT (TYP) L J 1' MIN 1'-11' WITHOUT SCRAPING, DEPTH VARIES. IXISTING GRAVEL CONCRETE CAP, 'mom OR ACP APRON * PLACE HMA 1/Y, PG 64-22 6' MIN FROM EDGE OF ROADWAY —._ TO RECONNECT DRIVEWAYS TO I I IF IN SIDEWALK "� EXISTING PAVEMENT FEATHER 'NT EXI TI G _ THE ROADWAY, EXTEND APRON PAVEMPROVIDE 3MIN DEPTH IF TO 10' MAX IF ACP OR SAWCUT AS REQUIRED EXISTING GRASS OR m a \ CONCRETE DRIVEWAY CAN BE f'� S / / / TRANSITIONING TO GRAVEL CONNECTED RI THE ROADWAY. v WIDTH EXISTING GRAVEL SURFACE RESTORATION o J Q OR ACP APRON I DOWNHILL DRIVEWAY TRANSITION DETAIL 10 �°o0 68 6 IWIGB GRAVEL BORROW OR SUITABLE COMPACTED NATIVE MATERIAL MAILBOX RELOCATION DETAIL NTS HMA, CLASS Jf", PG 64-22, DEPTH 6" MIN 4" CSTC, APPLY SOIL RESIDUAL HERBICIDE PRIOR TO PAVING COMPACTED SUBGRADE PAVED ROADWAY SURFACES — HMA, CLASS V", PG 64-22, DEPTH, 4'-MIN OR MATCH EXISTING, WHICHEVER IS GREATER CSTC, APPLY SOIL RESIDUAL [RBICIDE PRIOR TO PAVING APACTED SUBGRADE DRIVEWAYS. PARKING AREAS. & OTHER PAVED NON —ROADWAY SURFACES TYPICAL HMA PAVEMENT SECTION NTS CEMENT CONCRETE PAVEMENT, 6" DEPTH 4" CSTC COMPACTED SUBGRADE ...::>; '' CEMENT CONCRETE PAVEMENT, 4- DEPTH 4" CSTC FOR DRIVEWAYS COMPACTED SUBGRADE FOR WALKWAYS TYPICAL CEMENT CONCRETE SECTION NTS � 7 T z *ENGINEERING *STREETS *WATER* SEWER*BUILDING* d � � Oy S 1908 ROADWAY EDGE OF PAVEMENT NTS TYPICAL DRIVEWAY DETAIL NTS mi MAX PAY LIMITS SEE NOTE 2 SAWCT EXISTING PAVEMENT 1APPLY SEALANT AR4000W TO RESTORE PAVEMENT PER TYPICAL TOP & TACK COAT TO SIDES. HMA PAVEMENT SECTION, THIS SHEET EXISTING PAVEMENT T 'i,' SURFACE RESTORATION AS SHOWN �\ — ON PLANS & AS SPECIFIED, 4" CSTC ON ROAD SHOULDER, GRAVEL \ ° o NEAT —LINE TRENCH WHEN DRIVEWAYS AND PARKING AREAS. DEPTH IS LESS THAN 4' 4" TOPSOIL ELSEWHERE . sGh l•' =; :i ; i; CSTC COMPACTED TO 95% MAXIMUM DENSITY GRAVEL BORROW OR r' z SUITABLE NATIVE COMPACTED 16 TO 95% MAXIMUM DENSITY BENCH AS NEEDED FOR SHORING OR TRENCH BOX WHEN =':'. '• y � DEPTH IS GREATER THAN 4' \ 8:1 CSTC FOR PIPE BEDDING \ 811 EXISTING GROUND COMPACTED TO 95% MAXIMUM DENSITY ■ � FILL DITCH WITH ° ° °°° STORM DRAIN PIPE GRAVEL BORROW OR°° SURFACE RESTORATION AS SHOWN ON UNPAVED AREAS PAVED AREAS SUITABLE NATIVE e COMPACTED TO 95% PLANS & AS SPECIFIED, 4" CSTC ON NOTES: MAXIMUM DENSITY ROAD SHOULDER, GRAVEL DRIVEWAYS AND 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE ' PARKING AREAS 4" TOPSOIL ELSEWHERE *FOR PIPES 15 INCHES & UNDER, TRENCH WIDTH = I.D.+30 INCHES EXISTING DITCH *FOR PIPES 18 INCHES & OVER, TRENCH WIDTH = (1.5 x I.D.)+18 INCHE ' CEIVED 2. MAXIMUM PAY LIMITS FOR TRENCH BACKFILL SHALL BE: *NEAT LINE (PER NOTE 1) FOR <= 4' DEPTH. *NEAT LINE PLUS 24" FOR >= 4' DEPTH. iiAV 1 Q 2U12� STORM DRAIN TRENCH PER PLANS TYPICAL TRENCH SECTION 1�IeaI AND TYPICAL TRENCH SEC110N qQMUNRY DITCH FILL DETAIL NTS 0 4,v "—QAlT NTS by date d05iQned JLF 3/12 Kp� SEPA drawls SDD 3/12 checked NJD 3/12 7539lkAve A' 2502JN(eranAVE REVIEW r0e11 JLF 3/12 S°atlle, WA 96'�OS I Tacara, WP, 93102 (2CF; 26G,643 1,2631627-0726 SUBMITTAL ro' dir wnvr,kpg,can field bk no 2012 SMALL DRAINAGE PROGRAM I I RH file no 11166DET01.DWG Scale 1" = as date 5 2012 DETAIL SHEET no Idate I revisions 7 I I ROADWAY I DRAINAGE STRUCTURE I { CURB AND GUTTER �I INSTALL STORM DRAIN MARKER NOTE; � SEE NOTES BELOW 1. IF STORM DRAIN INLET IS ADJACENT TO CONCRETE CURB AND GUTTER, THE STORM j�� DRAIN MARKER SHALL BE PLACED AT THE TOP OF CURB CENTERED ALONG THE CURB ( AND INLET AS SHOWN. TO2 IF STORM DRAIN INLET IS NOT ADJACENT TO CONCRETE CURB AND GUTTER, STORM DRAIN MARKER SHALL BE PLACED ON THE FIELD SIDE OF THE INLET, CENTERED ON THE ■ — INLET, AND WITH NO MORE THAN 12- SEPARATION FROM THE INLET. IF STORM DRAIN NOTE: INLET IS ADJACENT TO THICKENED EDGE, PLACE STORM DRAIN MARKER ON THICKENED 1. STORM DRAIN MARKER SHALL BE 4" STAINLESS STEEL EDGE. DISC PAINTED (BLUE) AND SHALL READ: "NO DUMPING 3. IF STORM DRAIN INLET IS ASSOCIATED WITH AN ADJACENT SIDEWALK OR PAVED DRAINS TO RIVER" AS SHOWN. WALKWAY, ORIENT THE STORM DRAIN MARKER TOWARD THE SIDEWALK OR PAVED 2:1 MAX SLOPE WALKWAY 12" DEPTH 2. INSTALL AT EACH CATCH BASIN LOCATION WITHIN THE QUARRY SPAUS PROJECT LIMITS PER STORM DRAIN MARKER 4. IF NO SIDEWALK OR PAVED WALKWAY EXISTS, ORIENT THE STORM DRAIN MARKER INSTALLATION DETAIL, THIS SHEET. TOWARD THE ROADWAY. (STING CHANNEL ^� NEW CULVERT - FIow STORM DRAIN MARKER STORM DRAIN MARKER INSTALLATION — _ NTS NTS CONSTRUCTION GEOTEXTILE 3 FOR SEPARATION 3 COMPACTED SUBGRADE CULVERT INLET SLOPE PROTECTION DETAIL NTS 2:1 MAX SLOPE 10, 18" DEPTH RIVER COBBLES, 4"-12" DIA NEW CULVERT FLOW Mo COMPACTED SUBGRADE—/ ASPHALT APRON WITH THICKENED EDGE ;FLOWUNE, DETAIL NOTES: CONSTRUCTION I. ALIGN FLOWUNE WITH THE CENTER OF GEOTEXTLE FOR SEPARATION SLOPE EXISTING THE CATCH BASIN GRATE TO MAXIMIZE Do EXISTING CHANNEL 5� GROUND TO DRAIN CATCH BASIN EFFECTIVENESS OUTFALL PROTECTION DETAIL 1 r/'� 2. WHEN POSSIBLE PROVIDE POSITIVE NTS , DRAINAGE ON THE DOWNSTREAM SIDE k OF THE APRON SUCH THAT ANY -' 7 l - `HMA THICKENED PORTION OF THE FLOW NOT EXISTING EDGE OR BERM COLLECTED CAN PROCEED TO THE ■ PAVEMENT NEXT DOWNSTREAM INLET. APPLY TACK COAT PRIOR MAINTAIN POSITIVE FLOW 3. ADJUST CATCH BASIN RIM SO THAT IT TO BERM PLACEENT SEE TYPICAL HMA FRAME k GRATE ALIGN THICKENED EDGE FLOWUNE BACK TO ROADWAY ON IS NO MORE THAN 3" BELOW EXISTING PAVEMENT DOWNSTREAM SIDE OF SECTION, SHEET 3 WITH CENTER OF CATCH BASIN GRATE EDGE OF PAVEMENT TO AVOID EXISTING OR NEW FINISHED 4" DRAINAGE STRUCTURE CATCH BASIN CREATING A TRIPPING HAZARD. - PAVEMENT SURFACE g 4. IN INSTANCES WHERE THE CB IS COLLECTING ADDITIONAL RUNOFF FROM _ WITH THICKENED EDGE SOURCES OTHER THAN THE STREET WITHOUT THICKENED SUCH AS A DRIVEWAY OR HILLSIDE, CUSTOMIZE THE APRON TO COLLECT ASPHALT APRON DETAIL FROM ALL POTENTIAL SOURCES. NTS HMA BERM NTS by date "A y PUBLIC WORDS Z7E�T_ designed JLF 3/12 KPC� SEPA 2012 SMALL DRAINAGE PROGRAM 4 �y drawn SOD 3/12 {6 z +ENGINEERING *STREETS *WATER*SEWER*BUILDING* checked NJD 3/12 Tw"Aver, %02JePnsanAve REVIEW a c� SwftWA05'08 Fawa.WAR402 file no 11166DET01.DWG os. 19U8 pro:edn JLF 3/121)627-0120 scale 1•=ao' proiSUBMITTAL DETAIL SHEET Y field bk no no date revisions dale 5;2012 SD S TCR. ',.,'Y;iTPASH RACK w SITE SPECIFIC GENERAL NOTES ALD12 'l. vJ i- C CULV 1,2 _STEr I. E9 4. 7' — ---- i �; PK I .i N: 500.00 E: 500.00 - ELEV: 100.00' STA 0+79.13, 0.00' RT TOP CONC. STCR. J ),4' 1. E. 90:0' N W, 18" UIP C.E. E65,37 SvV, 18' HOLE IN STC.—\\ i.E. 81.0'_ f` i" 30" CONC. VC M,\ NO ,\ Gyr �2 PK 2 _.p N: 55&35 y E: 858.36 ELEV: 111.68' STA 1+61.66, 0.00'\RT 7 Pq RFD ACC�Ss R Tom— ............ ....... .. ....... 70 _... 70 CULV 1,0" CONC' PLAN �\ SCALE: 1 = 20 qj \ 2V p0 0 5 10 20 30 SCALE IN FEET S148ST a S 150 ST N cn S 152 ST Q S 152 ST S 152 ST w w v SpUTHpFiVTF 518 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-80G-424-5555. CONSTRUCTION NOTES O REHABILITATE APPROXIMATELY 192 LF OF EXISTING CONCRETE STORM DRAIN PIPE. FURNISH AND INSTALL 30' PIPE LINER. [�2 EXCAVATE EXISTING ROCK SLOPE AND REGRADE AT 2:1 MAXIMUM. UTILIZE EXISTING LARGE ROCK TO REBUILD SLOPE. SUPPLEMENT WITH ADDITIONAL HAND PLACED RIP -RAP AS NEEDED. HAND PLACE QUARRY SPALLS TO CHOKE THE VOIDS IN HAND PLACED RIP -RAP. PRESERVE AND PROTECT ALL EXISTING STORM DRAIN STRUCTURES AND PIPE. (D PRESERVE AND PROTECT EXISTING STREAM BOTTOM. DO NOT DISTURB EXISTING ROCKS AND.STREAM BED MATERIAL ® PRESERVE AND PROTECT TREE. O PRESERVE AND PROTECT EXISTING STORM DRAIN OUTFALL. lu REVEGETATION NOTES 1. INSTALL 2' FINE COMPOST EVENLY TO ENTIRE DISTURBED AREA EXCEPT ROCK AREAS OR DRIVING SURFACES. 2. INSTALL TEMPORARY EROSION CONTROL MATTING/JUTE MATTING OVER ENTIRE COMPOSTED AREA AND FASTEN IN PLACE PER WSOOT STANDARD PLAN 1-60.10-00. IM 3. INSTALL 60 WILLOW CUTTINGS IN VOID AREAS OF ROCK ONLY ABOVE TOP ELEVATION OF DRAINAGE STRUCTURE AT 3' O.C. ■ RECEIVED I.. - REHABILITATE APPROX. 192 lF OF EXISTING 30' CONC SO PIPE 405 - FURNISH AND INSTALL 30 PIPE LINER0. __. n Si _.. _._.- _. 158 MAY 10 2012 _60 L.. 60__. PROFILE SITE LOCATION MAP -GILLIAM CREEK INLETr�Mt"�lUNtlif HOR: 1 =40 VER: 1"=2 NS NTS ILA by date designed JLF 5/2012 Wp4Q SEPA 2012 SMALL DRAINAGE PROGRAM 5 ok drawn hk JLF 5/2012 checked z *ENGINEERING *STREETS *WATER* SEWER*BUILDING* checked NJ 5/2012 755stnaven� 2sozJze=rwnAve 16 REVIEW flepp „i66PPRGILLMNG s �yoy ro'en JLF 5/20,2 zoe)zes,6400'U9 Tacoma, WA SUBMITTAL " 1909 ro dir mwsps.can GILLIAM CREEK INLET scale 1.=20' field bk no no date revisions date 5, 2012 qw ' ! I SITE SPECIFIC GENERAL NOTES I t d 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS ` I SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND i I ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND /E , 9 �1 • r. yr, I ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S I ' I FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, CONTRACTOR SHALL CONTACT ALL LOCATOR T - --- -- _ — _ _ _. -mil R SUBSURF r caas -' `�' - - - - — EXPLORRATION. CALL 1 800424-5555. 0 T: ACE —off �._ nG _ ' Fr 4 as _ ___ -- o -- _-- - --- coNSTRUCTION CL CONSTRUCTION NOTES � —. _-_ .... 0+00 y —1t�0 -- + — =-- _ x a� 3+00 3+92 O1 REHABILITATE 34 LF OF EXISTING 36" CMP STORM DRAIN PIPE. 7 j ----k- --- FURNISH AND INSTALL 35' PIPE LINER. PK 17 �:: ) I �O T _' a - 3 5 - w w — i -tee N: 187601.33 �/ PK 104 E; 1284125.35 __ 47TH AVE S O REHABILITATE 63 LF OF EXISTING 36' CMP STORM DRAIN PIPE. _ EocE cF Fa:_, E;T N: 187927.16 FURNISH AND INSTALL 36' PIPE LINER. ELEV: 81.34' l I j = ' 8 _ 2 7 - �. _ ... _ ; T,. _ i ..... _ 4 E: 1284126.80 �;: i GT�ii FLO'bJrE STA 0+66.54, 0.00' RT I I 7 +f; _� _ . ELEV: 86.41' O FILL EXISTING DITCH PER DETAIL, SHEET 3. f\ '= �' STA 3+92,37, 0.00' RT ,_\; cr as i 8� r� 4 CONSTRUCT ROCK INLET PROTECTION PER DETAIL, SHEET 4. .; V !' 8 ; ! r ''x �\ j s .,t cuLv zzao ~ �.�1 8 \`r — — --- -- — - -- 5 SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO / - INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT , ( ro a i F : ? SECTION, SHEET 3. t ,Ts I ��- It 'S ri 'S t'�: 'Wq;.'R 9 ��V '' l \ yr % 3 7q I 1, APPROXIMATE RIGHT-OF-WAY (TYP) O REMOVE AND RELOCATE EXISTING MAILBOX. SEE DETAIL, SHEET 3. c Z 1,8 ABANDON EXISTING STORM DRAIN PIPE l RAS PK 18 \ ii1 + ��X� I ® PRESERVE AND PROTECT E: 1284189.23 ELEV: 81.88' ` _ \-hiCJ 2265 STA 0+55.52, 63.91' RT I , = 72.e36 PLAN J N cµviz_it zi c. m SCALE: 1s = 40, L m GRa5 �Ule� 7 L o 0 10 20 40 60 I cq I SCALE IN FEET ; j I I 1-5 f, 5kgcv-)� 110 _11.0..._ ............. _..- . _........ OP:NE£T TO xi T.l. ,- ......._ _ - \i8 E 2 72 ........ _ ..... _...- 100 100 ................_ �T 1+62 Z 1.6;' LT ..._......, ..... 100 ......... ._..._..... 'IM '5 8v 2 TYPE 2-48 .. _ _.. i36"SCi STA CB TYPE 2-48" 2 .. E u�. 4 12 ...... _ .... .... E G20 ;i8'NE) p ..... RIM 79.36 ...... _... _. STA 2+32. 1, .80' LT. ..... IE IN 73.19 (18 E) N_ RIM 79.36 E OUT r9.20 90 IE IN 76.36 (12 NE _. 90...... 90 IE IN 73.19 (18 E) ..... 90...._ IE IN 72.55 (18 N) IE OUT 73.19 (18 ) IE IN 76.36 (12 NE) EXISTING GROUND. ALONG .... _. IE OUT 73.19 (18 S).. CONSTRUCTION Cl. ... 80 . z - i __ $0.-.... 80 80 - -. -. - ... o ... - _ J _.. 64 LF 18 SO - .. L - _ _70 .. C 12 LF 72 SD S 7,007 0 41 LF 18 SD .._..... ......... .... ...... ....... ......... z... ......... .............. .......... ..................... ........ ......... .-............ .............. ....... .............. .........-..-.... ........ .......Z ............. .......... W ......... ......... .......... ................... ..... ............. --..- - .. . . .... ......... ......--...... .......................... ..... .... .. ......W 60 w 60...... 60. ;.. 60 ......__ Q .. .. ........... .................... ._...... ................ ......... ... .............. ..__—_. ..... .. ....... .......... ..-_.... _. .. _. ... ...... ....... Q W Q W 50 50 50 50 .........REHABtUTATE APPROX...-34 LF OF.......... REHABILITATE APPROX. 63 LF OF EXISTING CMP SD PIPE _ ..EXISTING CMP Sb RIPE - " FURNISH AND INSTALL 36' PIPE LINER ...... ... FURNISH_AND..INSTALL 36.'.PIPE LINER... ._ .......... .. ..... ........_...._..... ........................ , .. _.._... 40 _ ... .......__..._..... ........ .._40.._.... 40 ...._....._....._ ... ...... .. ....... _. - ...: 40.._._ 0+25 t+00 PROFILE 2+00 3+00 PROFILE HOR: 1 =40 VER: 1 =20 HOR: 1 =40 by date designed JLF 5/2012 ]KIP Cm' SEPA 2012 SMALL DRAINAGE PROGRAM 6 + drawn JLF 5/2012 16 z *ENGINEERING *STREETS *WATER*SEWER*BUILDING* checked NJD 5/2012 NIJIRMN 2502vefieronke REVIEW 0 n Seade.4VA98109 Tamma,WA98402 file no 11166PPR-07iH.OWG 'y roj ell JLF 5/2012 wN.28&1840 ;253162/-ono SUBMITTAL = Lvna ro'dir wrv'x.hpg.com 47THAVES scale 1°=49 fieldbkno 110 date revisions dale 5/20 w 9w I APPROXIMATE RIGHT—OF—WAY (TYP) — CONSTRUCTTON,CI T- PK 20 c N: 188011.93 ,' + E, 1284721.05 ELEV. 194.03 STA 2+18.42, 0.00' RT CULv itfS _..\ '.,, i,l it �:l '. 4— iE 134.5 2D" C;UC DT 24 25" 13 18'— / „�aoxlilATE LO(:AnUN —� ,� OG UNDEFGFOUND FETAIE:iND WELL ._./ GFeEK ruOlanaE , I o� PK 102 + N: 187852.26 E: 1284712.89 ELEV. 203.00' STA 0+58.55, 0.00' RT 0 _ 1 \f ! I i;.: lsys' zD' i;or:C CRHK ELDWI NE /HC \.J I U `HPGROUND Ur1LITY LINE —SON' RETA!NNG WALL / \ I 5TA1 { w -I I SITE SPECIFIC GENERAL NOTES 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION, CALL 1-800-424-5555. 2. PRESERVE AND PROTECT ALL EXISTING SURFACE FEATURES. CONSTRUCTION NOTES ( REHABILITATE APPROXIMATELY 68 LF OF EXISTING 20' CONCRETE STORM DRAIN PIPE. FURNISH AND INSTALL 20' PIPE LINER. VC ' L\ LOCATION (fj ,� w� collie SITE LOCATION MAP - 49TH AVE S NTS .......... EXISTING _.... ..... .... _ .. ... .... GROUND ALONG .PIPE CEI4TERLINE ... 200 200 .... .... --_ PROFILE HOR: 1 =40 VER: 1 =20 12 -Oo3 �,r6v 14 20W r~,pmmmuTy R V ILA �q by date ,—�designed JLF 5/201211'C13'CZ SEPA 2012 SMALL. DRAINAGE PROGRAM drawn JLF 5/2012 ENGINEERING *STREETS WATER*SEWER*BUILDINGS checked NJD 5/2012 7579thAveN 2502jefersonAve16 d y Seattle, WA 98109 Tacoma. VIA 98402 REVIEW v's •�o ro eng JLF 5/2012 (206) (2531627.072D file no tft65PPR49TH.DWG • 1908 roi dir ,„„�.,, SUBMITTAL 49TH AVE S scalz r = as field bk no no date revisions date 5/2012 mr IRW PK 409 �� I SITE SPECIFIC GENERAL NOTES E: 1378.26 r4 113 .3 cz2' sw J �/' 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS EIEV: 118.65' 4E?iF,,U'INGcWA 'TONE E 10 2 N } ,y� ( l,'t! cULv 1saz. SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND STA 1+85.01, 0.00' RT PK 405 I SDMH143z \ q"r + t r_ raa.a' za' CONC ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHAD_ . N: 2091.55 I RIM 113.32' 2 cR s� � � ('%/ � DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE E. toss` srv, z4' cMP ;r;r E: 1255.92 LE. I15.a' E. 24' CUP I ! s I r'i%, ( COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ELEV. 126.26'. I _ % , 4�r83 ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S I I a STA100S 00' RT CONSTRUCTION CL 2 { /%"! I 4+60 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL - rz6 'u(`J !IF/%; �`- UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT ALL LOCATOR �_ OH, SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE -Itom'-rnGEWR �H-''\EXPLORATION. CALL 1-800-424-5555. F 1011, z4" Cry 0+8T H ST w -- s�\� CONSTRUCTION NOTES 1t°7` z"` cMP . 'NO DUMP►1c-�, 1 REHABILITATE APPROXIMATELY 116 LF OF EXISTING 247 CONC. / 111 11�ii \ \ \fI\ v\ STORM DRAIN PIPE. FURNISH AND INSTALL 24' PIPE LINER. EDGE Of PA\UNEN" ` /� ? s \1 ,H; 2 REHABILITATE APPROXIMATELY 45 LF OF EXISTING 24' CONIC. 3 STORM DRAIN PIPE. FURNISH AND INSTALL 24' PIPE LINER. A;an ` - -\ 1 / " \ L XI APPROXIMATE REHABILITATE APPROXIMATELY 61 LF OF EXISTING 24' CONC.- ssw i6"<3 I' t -'f 1 \ �_ ' sREEr --/ ! j� \ t " RIGHT-OF-WAY (TYP) ORM DRAIN PIPE. FURNISH AND INSTALL 24' PIPE LINER. RIM 12a.36' GriAa � ,)° .! •, � `I - 9t7V i � IE. 515.9' C, CULv 139a_./�_ ._ -. `� t� 3.- - T 4 FI EXISTING DITCH PER DETAIL, SHEET 3. IE 114.7' j `sue ."�^--L„ '�.� :'r' N - ...- CW- OF PAVEMENT • �. �// RIM 11aa5a ac r \ 5 ONSTRUCT INLET PROTECTION PER DETAIL, SHEET 4. j?, c ' RIM 116.aa' / f I tk I t I.E.^:II. w, .:i 2 C, wUH1sv f �,", 6 SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY lo~:y I I f S 128TH ST\" - TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT .. RIB it it , r U% E iliC w 24 r,Mr MH 492 / I PK 404 M ti' E no v_, z " Ur M n r W SECTION, SHEET 3. _ > N: 2051.38 8 rxD Ru:^IN4aC WALL L +las -• Iz' ,N . s s "IE e =_ _ �- - \ O7 ABANDON EXISTING STORM DRAIN PIPE. . ,A J Nh � Q r,E: 1467.27 c ELEV: 117.08' \ i 1 D TCI LOWUN, �STA.2+70.96-5286_ R:%,--. - -\ - - - O8 PRESERVE AND PROTECT. DT 2ve„t�f t DI14 PLAN 13 P Crs 8 cuLv 1a4z iI.E. iu4.a E: NW. sr RIM 4 I PLAN I C3 ONC '0n IE'fi9.4' ,^. h' CAIP I TOP F.I.: 115.25 Gnfn;i':N i I SCALE: 1 = 40POND WATER ROW AREA - /"' ` \�v, i ! 0 10 20 ' 40 60 SCALE IN FEET 150 _...... 1.50.... T _...._.. ... _ REMOVE EXISTING CB AND _ _. INSTALL NEW CB TYPE 2-48". 140 _. _.... .._ . ...... ..: S 4 1 140 140 140 140 140 TA 2+06 OS 35 2 RT RIM 117.11 REMOVE EXISTING C8 . . IE OUT 109.70 (24"NE) AND INSTALL N W CB TYPE 2-48' _. .-i L ilt �'tir}.. CB TYPE 2-48`F 2 STA 2+70.80, 3.0T LT 2 _ .... .... ...... . -130 L 114.30 2'EI STA 2+70.80, 3.07' LT , . RIM 113.32. _. 130....... ...._ _. "... EXISTING._GROUN6. -- RIM 113.32 " ._ .30 130 .._130 -IE IN 105.80 (24 SW).... _. ...... _ _.............IE IN 105,80 (24 SW) _,,.,.. IE IN 110.01 12 S) ... EXISTING `GROUNDO ALONG PIPE..CL - - - _... _ _. .... ... ( ALONG PIPE CL _ .. _... . _... ...... .................... - IE IN 110.01 (12"S) _.... - -IE OUT 105.80 (24'E) ' .... _... ... . 1G LF .12. SDiS=19.85% 120 -' ---- - _.. �^ 120.--_120 Q 120.._. __120 120.... IE OUT 105 80 (24 E) fi -_ - x EXISTING GROUND ALONG .. ......_ ---- �.-. _.- w PIPE CL _. _. - _� - 00 -�- _... _ -- _ lF 1 SD -- t10 _- _. i_ 75 LF 110 110 .. 110 .. ....110 �4 aD 110..... ......... _. ....; ....... ... ........... _... ._.......... _24 SD. D _._..... S_7.86% _ r 1 - ■� ......... ......................--- _. \ _ ....... --- _ - ..... .... . .. . ..... . ... ..... .... ... .. Y 100.-_. �._ _..... ...... _.... ........ 100 ......100.. CB..E .; .... ........100... ....100 . ... .... .. .._.. 100._.. 1U f1u. g 16 file nu 11166PPRH22TH.DWG Scale 1'= 40' date 5/2012 (-0s[D NA rR PIPE Dra EVOKED WT,?ER -iPE —� DT'^Y2 PK 103 N:171497.68 E:1286900.75 ELEV. 35.11' STA 0+20.00, 0,00' RT >`L yz Y 2 77s%�'ay 4 v/ 4 X / '•h C / PK 9 / N: 171506.80 E:1286962.31 ELEV. 33.83' STA 1+45.29, 0.00' RT i 4H,h IC 2 fdP I[ee e�P IE sW. ,8 AC, i PK 7 N: 171530,85 GP ,"a ER \ J E:1286994.75 CS 1i28 ELEV: 34.33' iy4 RIM s4.97' y\mow .[. %.a' er. I,`.,,, STA 0+95.08, 65.5T RT Icrtr,. o� o" PLAN SCALE: i = 40 0 10 20 40 60 SCALE IN FEET 60 EXIST CB TYPE 2 54 ,- 60 STA 14C19.7-%2.06' RT'• i _ ... RIMI 33.58 .... IE IN 27.70 f 1 a, 50 Ir IN 27.91; (12c)_._. .. . ....._.. . ...IE OUT 27.40 (18 NW).... .... ...... _50....... 4 w CB TYPE 2-48 40 1 STA 1+10.31, 14 41 LT k.... RIM 33.89 ....... .. 40....... �. IE IN 27.24 (18 SE)... ........ x Ld IE OUT 27.25 (18"N) EXISTING GROUND ALONG PIPE CL 30 I 1 30 22 LF 18' Sl 81:: % 20 1 �" 16 LF 18" SD S=1.007 20 10 ................. ....., .10 . ......... o_ ....._ _ _ ..........I ......... .................... PROFILE HOR: 1-=40 VER: 1 =20 VILA N z *ENGINEERING *STREETS WATER* SEWERa°BUILDING - 1908 .t rop I dir field bk no date SITE LOCATION MAP - TUKWILA PARKWAY NTS 753 91C Ave k 2502 JeOeraon Ave Sea&WA98109 Tacoma.WA98402 l206)26&1640 ;2531627-0720 WYIW.igcom SEPA REVIEW SUBMITTAL SITE SPECIFIC GENERAL NOTES 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UIIUTIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. CONSTRUCTION NOTES O REMOVE AND REPLACE APPROXIMATELY 15LF OF 6' CHAINLINK FENCE AS NECESSARY TO CONSTRUCT STORM DRAIN SYSTEM. 10 O CONSTRUCT ROCK OUTFALL CHANNEL APPROXIMATELY 10 FT FROM END OF PIPE TO CENTER OF EXISTING STREAM, SEE DETAIL, SHT 4. O3 ABANDON EXISTING STORM DRAIN PIPE. ® PRESERVE AND PROTECT. OS SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. HMA PATCH DEPTH TO BE 4' MIN OR MATCH EXISTING PAVEMENT DEPTH, SEE TYPICAL SECTION DETAIL, SHEET 3, REVEGETATION NOTES 1. INSTALL 10-2 FT WILLOW CUTTINGS AT 2 FT ON CENTER ALONG DISTURBED BANK AREA 2 INSTALL 10—ELDERBERRY AND 10—ALDER LIVE STAKES IN DISTURBED AREAS ABOVE THE STREAM BASIN. 3 i I Z, wo ()-I- 2072 SMALL DRAINAGE PROGRAM TUKWILA PARKWAY a 20121 r1Q[ -1uk%TV nln�k!21.Q7VVT 9 16 file no tt^66PPRSSPKIVY.MG scale 1" = 40' no date revisions date 5'2012 cc '0 TREE TRUNK —� \\\, T35 \ \ •, r 5 ,rraa c- 1n: et'eP,,_- PLAN SCALE: 1" = 49 0 10 20 40 60 SCALE IN FEET 1 PK 101 Lam N:174910.32 \ E: 1289677.10 ELEV. 25.32' STA 0+90.65, 0.00' RT s1 11 it LAWN 1 I 1 11 1 II: 1 0 0 -+- 0 PK 12 N:.174820.30 E 1289687.74 E EV: 25.97' STA 0+00.00, 0.00' RT ITE LOCATION 7 S 147TH :_' o n S 149TH ST N S 149TH ST S 151ST ST 152ND PL D AVE S SOUTHCENTER SHOPPING CENTER rN S 153RD ST SITE ACCESS MAP, I / SEE THIS SHEEP STARF16E SPORT COMPLEX SITE LOCATION MAP - DUWAMISH RIVER OUTFALL NTS 50 50 _ ......, CB TYPE 2-60" 1 .. STA 0+98.12, 0 00 40 RIM 25.19 .. _. 40 ... IE IN 8.72 (18"W) ........... _...... ............. ...................:IE OUT 8.72 (18 E) ... _.... .. 30 30 '. EXISTING GROUND ALONG PIPE CL ............... ., ... .. .......... .... 20........... .... ........._._. ......... ......... .. .......... _...... 20 _..............._........_..... ...... ............. r-..--..... ....._.__._. ........... .... ............_........................_.. (................ 10 _......._....... _...............1........................_.................._... 1 n� rl„w- 1� ,N .............. .............. .............. .............................. .............._- D - 18" c 11 SO - - --. . .10 ,.... ...... REHABIllTATE..APPROX...18.LF OF..18' CONC/18".. CMP _ ... _.. ...... 71 A- 1-- I 1.' -C I IAICO SITE ACCESS THROUGH PATH ON NORTH END OF SITE LOCATION PROFILE HOR: 1"=40 VER: 1 =20 by I date IL`t g9 de51 ned JLF 5/2012 P �JB L IC w1CJ_RK,S CEP T_ Kl� drawn JLF 5/2012 S E PA C' z ENGINEERING *STREETS *WATER*SEWER*BUILDING* checkNJD 5/2012 sUMAOR 3 0JeffemnAve REVIEW 02 Seatle 0981TamnaWA98402 F �0 25;627-0720 rOCn Jl26)2SUBMITTAL roi pg 1Dos ` field bk no SITE SPECIFIC GEN-.,,AL NOTES 1. THE LOCATION OF EXISTING UNDERGROUND U11UTY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. CONSTRUCTION NOTES / O1 SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. HMA PATCH DEPTH TO BE 6' MIN OR MATCH EXISTING PAVEMENT DEPTH, SEE TYPICAL TRENCH SECTION DETAIL, SHE / 0 PRESERVE AND PROTECT STORM DRAIN MARKER POST. O3 PRESERVE AND PROTECT SOCCER FIELD. ACCESS TO THIS SITE SHALL BE FROM DESIGNATED AREA ONLY. ® INSTALL 11DEFLEX CHECKMATE INUNE CHECK VALVE IN EXISTING 18' CONC. PIPE. OS REIABIUTATE APPROX. 18 LF OF 18' CONC/18" CMP STORM DRAIN. FURNISH AND INSTALL 18" PIPE LINER. °o L m n m N STARFIRE SPORTS COMPLEX �N' SITE ACCESS MAP - DUWAMISH RIVER OUTFALL NTS 2012 SMALL DRAINAGE PROGRAM DUWAMISH RIVER OUTFALL u } F 10 16 file no 1166PPR-DRO.DWG scale 1• = 40'' no date revisions dale 5'2012 , m 322 N: 188297.64 E: 1284725.23 ELEV. 197.44' STA 1+13.28, 6.30' LT ca 427L, RIM i8S .�l —��`\ �C1831E26 N 1� N'kTFh EP 0+00 Ti+,�ic sirl-. Y AG S 87'19'51" E S 107TH ST CONSTRUCTION CL DFCC r , \ WN i'ETE WALL. 1 49TH AVE S STA 12+00.00= S 107TH ST STA 1+16.29 1 c1e 1 PLAN SCALE: 1 = 40' 1,,N 0 10 20 40 SCALE IN FEET 60 Iz Or APPROXIMATE i RIGHT-OF-WAY (TYP) 'J f!1\I w1 0 PK 323 IN: 188297.83 E: 1284870.25 2 ELEV. 213.01 CR 40G6 _ STA 2+58.13, 13.24' LT POWER,. CA61I1ET NI6i ^J 9- - 2 LE 155i E, 12" C^TIC C(1tiC aA1R3-\ 'd A 2 GRASS W 111 6 '1-ruLv SO60 CULY 505A-- + IE 2051,' t4f �05,3 12' CONC .-U�r 5 I iE 211.a, 12" CONC CCNO STAIRS — TIE. 1 �- 6 W — o (th o 3 3 V7 — w "- r6' Z 2X J FP 'JY U U . Wp.;d1 FEt:ct. iE 2 M POST, 0.2' TAL. .WOOD Fr14CE POST, 6- TALL 1 -1 PK 19 II 1 1 N:188220.16 E: 1284728.50 230 ---- _-CB TYPE i /-� --- 230 ELEV. 197.85 STA 1+39.73, 14 66 RIT S8.95, .13' RT RIM 199.83 E .as.z. '2' CONc IE IN 196.31 (12 E) 220 IE IN 197.00 (12 N) 220 %� IE OUT 196.21 (12 S) CB TYPE 1 7 w STA 1+44 69, 13.40' LT 0... �. 210 � z RIM 200.95 IE IN 199.10 (12"E) 2-0 IT� x w .... IE OUT 199.00 (12"S) .. 3 -..... ... .. I 19a 1" (2"W) 1 200 . ..... ,. EXISIINGGROUND ALONG 200 Ff��28 PIPE CENTERLINE LF 12 SD DI S 7.02% 190 ....... 190 ......... PROFILE HOR: 1 =40 VER: 1 =20 of 001y 417e KLMVYtt2J�ITINT, LtJ nnu............. EXISTING GROUND ALONG w CB TYPE 1 STA , 13.40' LT 11 .w 1+44.69 _ PIPE CENTERLINE �. .- w RIM 200.95 w a Y _ 210 IE IN 199.10 (12"E) 3 y .... 10.11%" w t2 SD-01 - N IE OUT 199.00 (12"S) 3 w i,. 18t L F o0 OUT 199.10 (12"`i l w.w ....... 200 ..... ....- _... N ...... ...... ... .. ... ...... ... ... ...�U4.......... X ... .......... ....... L.J Lu J ' --EXIST 1 SL D .... ... 190 ...... ... ._ .. .. ....... .................. ........ ...__.. .. .................. ...... .. ............. _..... .................. ....... .. .,..... M PROFILE HOR: 1 =40 VER: 1 =20 Np, SITE SPECIFIC GENERAL NOTES THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND U11UTIES. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. CONSTRUCTION NOTES (D SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. 22 PRESERVE AND PROTECT. OVE AND RELOCATE EXISTING MAILBOX, SEE DETAIL, SHT 4.. O4 FILL MISTING DITCH PER DETAIL, SHEET 4.. WCUT, REMOVE AND RESTORE CEMENT CONCRETE DRIVEWAY AS NECESSARY TO INSTALL STORM DRAIN SYSTEM, SEE TYPICAL CEMENT CONCRETE DRIVEWAY SECTION, SHT 3. O7 SAWCUT, REMOVE AND RESTORE CEMENT CONCRETE WALKWAY AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL CEMENT CONCRETE WALKWAY SECTION, SHT 3. 10 REMOVE RAILROAD TIE L) .... .. .......IE IN 195.20 (12"N) .... . .IC vU I IJV.LI 11L J) .... .......... .. . ............ . "2„S)!E UT 19°20 _.... _D.. S--Au. I. fi5%-...,...._.. ._ 200 ... T 2 SD 200 ___._... LF 12" SO -DI S=1.00% 6....t.. U82 _. . _.... RECEIVED ...._.. .................. ..-_.. ...._.. - .......... ...... ... .... .... �_...w 76 LF 12" SD DI S=11.12i ... ..190..... 9 " SD DI S 1.00i . .. _ _...1 .....I'MAY 10 20121 PROFILE / OIALQPM�%ii� EVElUM i1Q HOR: 1 =40 VER: 1 =20 Q mi F IL ID } IF v ILA W by date qs PZ��L_�C' ViT�RY�.S l7�PT_ designed JLF 5/2at2 KPG SEPA 2012 SMALL DRAINAGE PROGRAM 11 o drawn JLF 5/2012 *ENGINEERING *STREETS *WATER* SEWER*BUILDING* checked NJD 5/0012 7539!hAveN Z5o2Jeaers0`" REVIEW 16 'd y Seattle,WA98109 Tacara,WA,, Pro]eng JLF 5/2012 (2C6)286-1640 (253)627-0723 file no 1'"f6PPRS107THSTAWG A 1998 ro' dir „„„.,�. , SUBMITTAL S 107TH ST scale 1" = 40' field bk no no date revisions date 5,2012 , 11 4' YI, t� 2' CC#'C w / 10 2 bi 2 ;d wGP.� = 2' —'1 ' F COBB, ONE U P,_Tr�.1G d.LL t— 7.6 , < 1' 2112 --,p PK 324 S C v i r 3 a', •p' CON: 1E 2, 12' GP N: 188270.00 2 E: 1285036.7 ELEV: 230.37 STA 4+25.79, 6,81' RT 4 SITE SPECIFIC GENERAL NOTES 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTIUTY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTIUTIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES APPROXIMATE PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 2 r aE. :Z9e r;, tz' z4z'Y cover. � RIGHT—OF—WAY (TYP) i \' � 2 2a2 1 CONSTRUCTION NOTES U—a\I j ,� :— _* • µc n SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO Y — — INSTALL STORM DRAIN SYSTEM SEE TYPICAL HMA PAVEMENT S 107TH ST SECTIONSHEET 3 AAA` P r � ' 6+00 ;-k' 6+50 i' S 8719'51" E / 5+00 ;• n Ac O2 PRESERVE AND PROTECT. " FILL EXISTING DITCH PER DETAIL, SHEET 4. C T- -G--� J F� ti 2 2 I PLAN SCALE: 1" = 40' N 0 10 20 40 60 SCALE IN FEET ... .... _ . $ CB TYPE 1 .. -STA 5 9.35, 17.97' RT _.... .... , RIM 245.70. 260 .. ..._...... ...._..... .... IE OUT 242.92 (12"NW) ...... ..... .... _.... ....... 9 CB TYPE 1 .... . _ .. -sr� 5+56.33 1196 LT w ....... 250 w EMN2239.90...(12 SE) _ N REMOVE EXISTING CB AND . __ IE OUT 239.80 (12 W) - o CB TYPE 1 STA 3+25.76, 14.16' LT 10 EXISTING GROUND AT - - r+, RIM 219.75 z PIPE CENTERLINE ,240 IE IN 217.70 (12 E) ........ � Z...... � N N IE OUT 217.40 (12"W) — s W ._.. _. x _ 5,9.58%... J ..... .... SD-0 1 _ ............ .. z. z. ......w. .................... _ ¢� z ul ..... '"...... ... .. .. .. ....... . 220 _ _ _..... . 38 LF 12" SD DI S-B.00i _.................... ....._ _...,.... ....__...... _......... PROFILE HOR: 1 =40 VER: 1 =20 CONSTRUCTION CL -- O5 SAWCUT, REMOVE AND RESTORE CEMENT CONCRETE DRIVEWAY AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL CEMENT CONCRETE DRIVEWAY SECTION, SHT 3. yvOOa PK 325 rcY � N: 188251.43 E: 1285222.37 ELEV.- 246.64 } STA 6+12.04, 16.71' RT { A +� 1� ,t vn '~ Q mi DO F v by I date o;`' "qs� P�TSL_IC' V6TORK,S D.EPT_ designed JLF 5/2012 KPC SEPA 2012 SMALL DRAINAGE PROGRAM 12 drawn JLF 5/2012 �6 z *ENGINEERING *STREETS *WATER*SEWER*BUILDING* checked NJD 5/2012 nagir,Ave N 2502Jefferson Ave REVIEW file no 111E6PPR.S1VTHSTJWG ad y COJCli 1 JLF 5/2012 G20 0 i25Jj627-0120 ]JOR roi dir wrv.kp 8109 r dam ' SUBMITTAL S 107TH ST scale =as nlg: m « fiieldbkno no date revisions date 5/2012 — 1 ___.__ — _.__._ 0 10 20 40 60 SCALE IN FEET <r 250 CONNECT TO 250 ....... . ......... ..... Y ..-EXIST CB TYPE 1 ... .. ... z . STA ' 01.28 1 4' LT� ..... . ... .... ... ..... . R N4 c2? 30 _IE IN 227.40 !12 W.i J 240 w o . w . l DU . 227.30 (12' F) _ 240 �� ....._ w._. ¢ .. . CB TYPE 1 N �_ � .. IE IN 227.50 (8 S)..... _ C (A }� _. 9 N STA 3+10.85, 14.14' RT w e _. RIM 230 20 230 IF OUT 227.79 (8 N) ... _ 230 0 EXISTING GROUND AT ...... PIPE CENTERLINE 220 28 LF 8" SD—L)I 5=1.03%...._.. _ 990 PROFILE HOR: 1 =40 VER: 1 =20 SITE SPECIFIC GENERAL NOTES 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 2. CONTRACTOR SHALL PROVIDE CONTINUOUS ACCESS TO ALL DRIVEWAYS AND WALKWAYS BOTH INSIDE AND OUTSIDE OF THE WORKING AREA. 3. GAS, WATER, AND SEWER SERVICES TO INDIVIDUAL HOMES OR BUSINESSES ARE TYPICALLY NOT SHOWN. THE CONTRACTOR SHALL LOCATE SERVICES AND COORDINATE WITH UTILITY OWNER TO RELOCATE SERVICES THAT CONFLICT WITH NEW STORM DRAIN AS NECESSARY. 4. HAND DIG WITHIN 2 FT OF ALL EXISTING UTILITIES. INSTALL ETHOFOAM PAD AT ALL UTILITY CROSSINGS WITH LESS THAN 6' CLEARANCE TO NEW STORM DRAIN. 5. PIPE INVERTS AND RIM ELEVATIONS ARE SPECIFIED TO THE PROJECTED CENTER OF THE STRUCTURE. CATCH BASIN STATION AND OFFSETS ARE APPROXIMATED TO THE CENTER OF STRUCTURE. PIPE LENGTHS ARE APPROXIMATED AS 2 DIMENSIONAL PLAN VIEW DIMENSIONS 6, REMOVE EXISTING STORM DRAIN PIPE AT ALL LOCATIONS WHERE THE PROPOSED STORM DRAIN ALIGNMENT CONFLICTS WITH THE EXISTING STORM DRAIN ALIGNMENT. FILL AND ABANDON PIPE SEGMENTS LEFT IN PLACE PER SPECIFICATIONS. 7. CLEAR AND GRUB EXISTING VEGETATION AS NECESSARY FOR CONSTRUCTION. PRESERVE AND PROTECT TREES LARGER THAN 4- DIAMETER UNLESS OTHERWISE NOTED ON THE PLANS. 8. HORIZONTAL DATUM IS ASSUMED COORDINATES. VERTICAL DATUM IS ASSUMED ELEVATIONS. 9. INSTALL STORM DRAIN MARKERS AT EACH NEW STORM DRAIN STRUCTURE PER DETAILS, SHEET 4. CONSTRUCTION NOTES O SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. O2 PRESERVE AND PROTECT. © INSTALL ASPHALT APRON PER ASPHALT APRON DETAIL, SHT 4. .i t t.0 } F v MAY 10 2012 COMMUNITY by date designed JLF 5,2012 IKIPCA� SEPA 2012 SMALL DRAINAGE PROGRAM ]13odrawn JLF 5/2012 *ENGINEERING STIZEETS*WATERMSEWER*BUILDING* checked NJD 52012 1539hAwn 2so2mersonAve e, y Seatk, WA98'A9 racmoe, WM402 REVIEW V I E W �s �o ro'eno JLF ""12 1X6)2W1640 12531627-0123 SUBMITTAL file no''foFPvsnnisr.oWc • 1908 ro dir „;„.I y.xvn S 114TH ST scale 1" = V field bk no no date revisions dale 6,2012 , "EjP cpp 7 q eE, X6. i 4 2,i y µE. pVC fry. �v / warn r_ aam o u _ i --��" caA;s p� —�--� CD +. 00 1 S 114TH ST 5+00 ?9r ti i 1 F--• 'i A, LLJ GRASS v r 6 10 PK 317 N: 185891.83 E: 1284924.89 STA 5+68.53, 3.91' RT .............................. CB TYPE 1 10_STA N i:i ....w L: STA +'9 9 14 06 i �t 4F37.05, 9.02 RT 3�i 250 : RIM 239.38 EI-1`79 19 :) 250 ..... IE OUT 237.44 (8 N) E OUT 277 .' 1 ?"Fr E OUT 257.60 4"N) w w IE IN 237.20 (8 S) ' 240 240. _ . _ ... D77 .. .. I�i EXISTING GROUND AT U PIPE CENTERLINE' ' 230 ................ ............................. 230 24 LF 8 SD DI S 1 003 220 ............. _..._. - ._. 220 PROFILE HOR: 1 =40 VER: 1 =20 e ILA N z *ENGINEERING *STREETS *WATER*SEWER*BUILDING* x " 1908 3 p�58 \7. 4���•,. ;— CUO N2 i ff 246.1' 12' CMP 00 6 6+50 CONSTRUCTION CL SITE SPECIFIC GENERAL NOTES 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. CONSTRUCTION NOTES O SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. O2 PRESERVE AND PROTECT. © INSTALL ASPHALT APRON PER ASPHALT APRON DETAIL, SHT 4. v APPROXIMATE RIGHT—OF—WAY (TYP) \05- PLAN SCALE: 1" = 40' 0 10 20 40 60 SCALE IN FEET 270 ................ M .... .2./Q N CONNECT 10 .................. _.x ? EXIST TYPE . .._... 260 w Q 'A 5+344� , L _ P,L'd 45 8t ..26 L ... IE iN 'l4`. 0 (12°W) ..... CB TYPE 1 12 a IE OUT 24.13D (i2°E. _ STA 6+OD.02, 7.99' RT _. w �. w IE IN 244.50 (8 S) 250 RIM 246.38 IE OUT 244.77 8 N ( ). .. .. ......................... .. 250 c EXISTING GROUND AT 240 PIPE CENTERLINE 240 .. . 7LF 8SD 5—.00% ... 230 ... . ......... .. .......... . ....._.. ......... ......................... . _-_ _ .._._.. _.... 230 PROFILE HOR: 1 =40 VER: 1 =20 by I ate d �pG 1539thAve N 25D2Jefferson Ave. ` Seatlle, 14A 98109 Tacoma, V9A 98402 1206;286-1640 ;2;627-072a — 5EPA REVIEW SUBMITTAL SUBMITTALfield 2012 SMALL DRAINAGE PROGRAM 14 16 file no IttossnllHst.onc scale 1" = 49 date 5/2012 dcsi ncd JLF 5ate drawn JLF 5/2012 checked NJD 5/2012 S 114TH ST r0en JLF 5/2012 rod. dIr bk no no date revisions 4 Nb ,Q SITE SPECIFIC GENERAL NOTES 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE w / l COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH ' MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE S ^ ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 1N s Rp° CONSTRUCTION NOTES S $z ms Oj SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO PK 11 ` \ INSTALL STORM DRAIN SYSTEM. SEE TYPICAL HMA PAVEMENT N: 176827,61 i- -1 ( SECTION, SHEET 3. E: 1285293.05 ELEV. 160.12 2' O2 STA 31+05.48, 13.35' LT ' i oriz Z PRESERVE AND PROTECT. S 142ND ST CONSTRUCTION CL U I O O3 N REMOVE AND RELOCATE EXISTING MAILBOX, SEE DETAIL, SHT 4.. `# FILL EXISTING DITCH PER DETAIL, SHEET 4.. / ✓ ! I-! PK 310 oT'8 1 nII aT- N: 177034.19 O5 SAWCUT, REMOVE AND RESTORE CEMENT CONCRETE PAVEMENT AS f E: 1285326.77 NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL \ - 1 ELEV. 158.52 ; -- y I crve I} I CEMENT CONCRETE PAVEMENT SECTION, SHT 3. - t-- - - - - 3 p: % ' we I 52ND AVE S STA 33+12.93, 14.46' RT --'--- - - - . \ c .....=P +.__- --`. - r ,s S 142ND ST STA 11+41.28, 12.83' LT 52ND AVE S CONSTRUCTION CL - - 33+50- 30+00 31+00 52ND AVE S N 1'38'12' E w _ b -- i - - . , - ______ _. ._... . d GfLFP ./._,, a '4-£fi' F: '' — _ W : 7.... IT DT18 i rRK s rs9-_ p 3 JJJ T ZCT t Ml APPROXIMATE RIGHT-OF-WAY (TYP) 52ND AVE S STA 30+00.00= I rr S 142ND ST STA 11+26.73 \ y"v' cna 11 PLAN MATCH LINE STA 12+00 SHEET 16 SCALE: 1 = 40' IL 0 10 20 40 60 SCALE IN FEET 180 ., ...... ....... CB TYPE 1 STA 31+70 81 29 75 LT \ / Y = CB TYPE 1..... RIM 158 55 STA 1+22.1 , 12 8 JJ' " IE OUT 156.45 (12"NE)...: .. M 5 .4 4 .. 1 4 LT 3 RI 1 8 9 170 CB TYPE 1 IE IN 155.68 12"S) ....... 2 a a Y IE OUT 155.68 (12 E) r ....... _STA 31+89.53, 5.35' LT.. EXISTING GROUND ALONG RIM 158.68 PIPE CENTERLINE ......w w.w IE IN 156 30 (12"SW) 160 . IE OUT 156.30 (12 N)Lu .... ... . _ .... .... ..... . .. .... ........... - - *E 3? _ _. .... - . --- -- --- ...123 LF 12 SD -DI S 0.50% - - cn -107 LF 1 " SD -DI S=4.00% w ■ __.. z z .... — 150 ............. ..... ...._...... ........_; ........_w ...... . ........... ..._.. ....... .................... V _ .31 . LF,.12' SD -DI 5-0.50% .. ., ......... X 140 ................ .............. .... ._....... ., ............... .............. .......... ... ...,........................ .......... ...... ............................ ................__........_._..........._................................................. ..:._............................. ..... _ ...._.....__.............................._........_......................_......................- 130 .......... .......... ........ PROFILE HOR: 1 =40 VER: 1 =20 WIJ ILA w by date designed JLF 5/2012 KPG SEPA 2012 SMALL DRAINAGE PROGRAM Be' drawn JLF 5/2012*ENGINE^EKING*STREETS*WATER SEWER*I3UILDING* checked NJD 5/2012 7539thAveN 2502JefiersonAve s y SeaBk: WA98109 Tawma, WA9902 R EV REVIEW W Pro] "1 JLF 5/2012 1206i286-1699 r253;627.0720 51e no 1115EP UVADST.MG cos ro'dir ,rv;Ykp,.. SUBMITTAL S142NDST scale 1"=40' field bk no no date revisions date 5!2012 I SITE SPECIFIC GENERAL NOTES THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE LE. 1au.r' W, 12 CONC COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT ALL LOCATOR SERVICES PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. CONSTRUCTION NOTES SAWCUT, REMOVE AND RESTORE HMA PAVEMENT AS NECESSARY TO LLJINSTALL STORM ORAIN SYSTEM. SEE TYPICAL HMA PAVEMENT SECTION, SHEET 3. 4 PRESERVE AND PROTECT. REMOVE AND RELOCATE EXISTING MAILBOX, SEE DETAIL, SHT 4.. CRASS GRASS4 FILL EXISTING DITCH PER DETAIL SHEET 4.. METAL O7 SAWCUT, REMOVE AND RESTORE CEMENT CONCRETE WALKWAY AS NECESSARY TO INSTALL STORM DRAIN SYSTEM. SEE TYPICAL 142ND ST \ c i lli CEMENT CONCRETE WALKWAY SECTION, SHT 3. CONSTRUCTION CL PDA APPROXIMATE RIGHT—OF—WAY (TYP) PLAN SCALE: 1" = 40' 0 10 20 40 60 SCALE IN FEET 180 REMOVE EXISTING CB AND CB TYPE 1 ..... STA 17.+29.07, 16.00' LT 4 RIM 153.58... CB T1PE 1 .... E IN 151.40 (12 W) ......_.... .. 10 ..STA 13+45.82, 18.49' LT .170. ........ ......... IE OUT 151.30 (12'E)...... ............ .......:..RIM 145.60.11 I ......... IF IN 15ZOG (8W). ...... _....... .....IE IN 143.74 (12"W)_..,._ __... ...__...REMOVE EXISTING..C9. AND ... .. IL I4 1-1'w, 0 Nli IE OUT 142.39 (12"E) CB TYPE 1 / .. . _. _... _... ........ STA 13+91.12. 19.8T LT 160 ._... . ...... ...... ....... RIM 142.17 . N IE IN 139.67 (12 W)i. w 1IITLF 1 SD DI I'" !N 138 'RECONNECT EXISTING CMP RECONNECT EXISTING CMP 150 SD EXI TING Se GROUND ALONG PIPE CENTERLINE PROFILE HOR: 1 =40 VER: 1 =20 *ENGINEERING *STREETS *WATER*SEWER*BUILDING * by I date desi ned JLF 5/2012 KpG SEPA 2012 SMALL DRAINAGE PROGRAM drawn JLF 5/2012 checked NJD 5/2012 75391CAveN 2502 Jefferson Ave REVIEW ro'en JLF s/zo12 (206)2VPA99109 Tacx627,0798402 SUBMITTAL 2CG;2651640 ;2s3;Gv-0723 S 142ND ST t0 dir mre.kpg.mm field bk no no date revisions L91 m16 16 file no 11156PPR5142NDST.019G scale 1' = Q date 5/2012