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HomeMy WebLinkAboutSEPA E2000-006 - CITY OF TUKWILA / GIBERSON BOB - SOUTH 150TH STREET IMPROVEMENT PROJECT.TE2000 -006 RAID TIRHI, CITY OF TUKWILA S. 150TH ST. IMPROVEMENT • city of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director FINAL STAFF EVALUATION FOR SOUTH 150TH STREET IMPROVEMENTS File No: E2000 -006 I. SUMMARY OF PROPOSED ACTION II. The proposed project is roadway improvement project along South 150t Street between 42nd Ave South and 46th Ave South. Proposed improvements include curb, gutter, and sidewalk; overlay; storm drainage improvements; street illumination; under grounding of overhead utilities; and replacement of a failed culvert underneath South 150t Street. GENERAL INFORMATION Project Name: Applicant: Location: Zoning: Comprehensive Plan Designation: South 150`h Street improvements. City of Tukwila Public Works Department, Bob Giberson 6300 Southcenter Boulevard Tukwila, WA 98188 (206) 433 -0179 All of the construction for this project is located in Sections 22, Township 23 North, Range 4 East. The construction will take place along South 150`h Street between 42 °d Ave South and 46th Ave South. The current zoning for the adjacent properties in the vicinity of the project area is Low Density Residential (LDR). The current Comprehensive Plan depicts the areas adjacent to the project site as Low Density Residential. The following information was submitted as part of the application. 1. 2. 3. SEPA Checklist dated February 22, 2001. Preliminary Design Plans, prepared by Perteet Engineering, Inc. dated April 2000. Re- vegetation and restoration plan for culvert replacement area. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 III. REVIEW PROCESS The proposed action is subject to State Environmental Policy Act (SEPA) review as the project includes culvert replacement, which involves work in the stream buffer (over lands covered by water) and thus it does not meet the exemptions listed under WAC 197 -11 -800 IV. BACKGROUND/PROPOSAL The project is a roadway improvement project that includes a failed culvert replacement underneath South 150th Street. North Fork of Gilliam Creek (Class 2 watercourse that flows into the Green River) runs through the site. The culvert replacement will correct the current erosion issues in the vicinity of the existing failing culvert. The immediate area around the culvert will be re- vegetated and restored with native vegetation and riprap. The culvert replacement will require excavating 400 cubic yards of material, which will be used to back fill. In order to minimize streambed erosion during culvert replacement, the stream will be temporarily diverted into an existing high flow by -pass structure. This street improvement project is considered under the category of maintenance and repair under, .Tukwila Municipal Code (TMC). Pursuant to TMC Section 22.45.080 (A), maintenance and repair of essential streets, roads, rights-of-way, or utilities may be located within a sensitive area or buffer subject to meeting all provisions listed under TMC 21:04, State Environmental Policy Act. V. REVIEW OF THE ENVIRONMENTAL CHECKLIST The following lists the elements contained within the Environmental Checklist submitted for the proposed project. The numbers in the staff evaluation correspond to the numbers in the Environmental Checklist. If staff concurs with the applicant's response, this is so stated. If the response to a particular item in the checklist is found to be inadequate or clarification is needed, there is additional staff comment and evaluation. A. BACKGROUND: 1 -- Concur with checklist. 2 -- Applicant is City of Tukwila, Public Works Department 6300 Southcenter Boulevard, Tukwila WA 98188 Contact person is Bob Giberson, Senior Engineer, Phone 206 - 433 -0179. 3- 12-- Concur with checklist. B. ENVIRONMENTAL ELEMENTS: 1. Earth: a -h -- Concur with checklist. 2. Air: a -b -- Concur with checklist. c -- No mitigation measures are necessary for long term operation of the roadway, as no significant impacts are expected to occur as a result of the project. 3. Water: a (1) - Concur with checklist. a(2) — Tukwila Municipal Code (TMC) addresses intrusions within stream buffers. Pursuant to (TMC) Section 22.45.080 (A), maintenance and repair of essential streets, roads, rights -of -way, or utilities may be located within a sensitive area or buffer subject to meeting all provisions listed under TMC 21.04, State Environmental Policy Act. The specific location and extent of the intrusion into the setback is the minimum encroachment required to replace an existing failing culvert. A re- vegetation and restoration plan is attached to the checklist. a(3) -a(6) -- Concur with checklist. b (1) and (2) -- Concur with checklist. c (1) -- Concur with checklist. c(2) -- The project will meet all erosion and sedimentation control requirements of King County Surface Water Design Manual. Hazardous Materials Control Systems and Best Management Practices will prevent oil spills from entering the surface or ground water. d -- Concur with checklist. 3 4. Plants: a -d -- Concur with checklist. 5. Animals: a -d -- Concur with checklist. 6. Energy and Natural Resources: a -c -- Concur with checklist. 7. Environmental Health: a -- Concur with checklist. a (1) and (2) -- Concur with checklist. b (1) -b(3) -- Concur with checklist. 8. Land and Shoreline Use: a -d -- Concur with checklist. e— All adjoining properties along the street are zoned Low Density Residential (LDR). f— The comprehensive plan designation of all adjoining properties along the street is Low Density Residential (LDR). g-1 --Concur with checklist. 9. Housing: a -c -- Concur with checklist. 10. Aesthetics: a -c -- Concur with checklist. 4 11. Light and Glare: a -d -- Concur with checklist. 12. Recreation: a -c -- Concur with checklist. 13. Historic and Cultural Preservation: a -c -- Concur with checklist. 14. Transportation: a -g -- Concur with checklist. 15. Public Services: a. -b -- Concur with 16. Utilities: a -b -- Concur with checklist. V. CONCLUSION The proposal can be found to not have a probable significant adverse impact on the environment and pursuant to WAC 197 -11 -340, a Determination of Nonsignificance (DNS) is issued for this project This DNS is based on impacts identified within the environmental checklist, attachments, and the above "Final Staff Evaluation for Application No. E2000- 006 ", and is supported by plans, policies, and regulations formally adopted by city of Tukwila for the exercise of substantive authority under SEPA to approve, condition, or deny proposed actions. Prepared by: Minnie Dhaliwal Date: March 1, 2001 5 Ahh lf, CITY OF TUKWILA DETERMINATION OF NONSIGNIFICANCE (DNS) 1)ESCR1P110N OF PROPOSAL: SOUTH 150TH STREET IMPROVEMENT PROJECT THE PRO3ECT LIMITS ARE ALONG SOUTH 150TH STREET, BETWEEN 42ND AVE SOUTH AND 46TH AVE SOUTH. PROPOSED IMPROVEMENTS INCLUDE CURBGUTTERSIDEWALK; OVERLAY; STORM DRAINAGEf'tMOR0VEMENTSST4EE7_. ILLUMINATION; uNDFOLiNbiNG OF ovERkEA6 UTILITIES; AND Ri?PLACEMENICOF FAILING CULVERT, UNDERNEATH THE'STREET' - PROPONENT: MAY OF TUKWILA LOCATION OF PROPOSAL, INCLUDING STREET, ADDRESS, IF ANY ADDRESS: %;- PARCEL NO: - SEC/1WN/RNG: NE 22-23-04 ! LEAD AGENCY: CITY OF TUKWILA FILE NO: E2000-006 - , c i - , The Citythas determined-that\thetproposal does-not have a probable, ? , significa6t adverse iTipact on theY6nvironment.-,,An environmental impact statement (E1S),,.F.; not Tieguired:under-RCW43.21c.030(2)(6). '3 This decision was made-after:;review-oa, completed environmental ) checklist yand other informatfidn on fi1e)-with--thP lead agency. Thts.' , 1 information is available to the public/on ,request: **************************************W**#********************** • This determination is flnal and signed this day of fi\i tied 20(4.. Steve Lancaster, Responsible Official_ City of Tukwila, (206131-3670 6300 Southcenter BouleVard Tukwila, WA 98186 Copies of the procedures for SEPA appeals are available with the Department o Community Development, • City of Tula ESA Screening Checklist Date: City of Tukwila Endangered Species Act Screening Checklist z /ZG /Zoo/ Applicant Name: al T Y J p , C TUC'1 t/J t,4- Street Address: b3vo sa/n-tOevrrbi— 13c(40 City, State, Zip: -tviewit.,4-1 Telephone: 433 or q-‘7 DIRECTIONS This Screening Checklist has been designed to evaluate the potential for your project to result in potential "take" of chinook salmon, coho salmon, or cutthroat trout as defined by Section 9 of the Endangered Species Act. The checklist includes a series of "Yes" or "No" questions about your project, organized into four parts. Starting with Part A on Page 1, read each question carefully, circle "Yes" or "No," and proceed to the next question as directed by the checklist. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if "take" is indicated. January 25, 2001 1 • City of Tua ESA Screening Checklist Part A: Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1 -0 Will the project require any form of grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof, which alters the existing ground surface of the earth (see Tukwila Municipal Code (TMC) Chapter 18.06, Zoning Code, Page 18 -11). Please circle appropriate response. NO - Continue to Question 2 -0 Continue to Question 1 -1 (Page 3) 2 -0 Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (see Chapter 18.06, Page 18 -8). Please circle appropriate response. NO - Continue to Question 3 -0 YES - ontinue to Question 2 -1 (Page 4) 3 -0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Page 18 -15). Please circle appropriate response. NO - Continue to Question 4 -0 Continue to Question 3 -1 (Page 5) 4 -0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas, or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173 -303 (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -11). This includes fuel or other chemicals stored on -site during construction. Please circle appropriate response. Continue to Question 5 -0 YES - Continue to Question 5 -0 5 -0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well, change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 and 18.45.080E.4, or would require a geotechnical report if not exempt under TMC 18.45.080A, should answer Yes. Please circle appropriate res s onse. ontinue to Question 6 -0 YES - Continue to Question 6 -0 January 25, 2001 7 • City of Tibia ESA Screening Checklist Part A (continued) 6 -0 Will the project involve landscaping or re- occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one -time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18- 13). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please circle appropriate response. Checklist Complete YES — Checklist Complete Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1 -1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please circle appropriate response. N Continue to Question 1 -2 - Continue to Question 1 -2 1 -2 Could the construction operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and /or sedimentation in watercourses, the Green/Duwamish rivers, or the Black River? Most projects that involve grading have the potential to result in increased erosion and/or sedimentation as a result of disturbances to the soil or earth. If your project involves grading and you have not prepared a Temporary Erosion and Sedimentation Control Plan specifically designed to retain 100 percent of the runoff (including during construction) from impervious surface or disturbed soils, answer Yes to this question. If your project is normally exempt under the Tukwila Municipal Code and would not require the preparation of a Temporary Erosion and Sedimentation Control Plan, BUT may still result in erosion or sediment transport off site or beyond the work area, answer Yes to this question. Please circle appropriate response. N! - Continue to Question 1 -3 Continue to Question 1 -3 1 -3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -12). Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to development. Please circle appropriate response. NO - Continue to Question 2 -0 (Page 2) Continue to Question 1 -4 January 25, 2001 3 • City of Tibia ESA Screening Checklist Part B (continued) 1 -4 Will your project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stormwater management system specifically designed to infiltrate stormwater, answer Yes to this question. Please circle appropriate response. NO - Continue to Question 2 -0 (Page 2) Continue to Question 2 -0 (Page 2) Part C: Please review each question below for projects that include clearing. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 2 -1 Will the project involve clearing within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3 -0 (Page 2) Continue to Question 2 -2 2 -2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? A tree is defined by TMC 18.06.845 as any self - supporting woody plant, characterized by one main trunk, with a potential diameter - breast - height of 2 inches or more and potential minimum height of 10 feet. Please circle appropriate response. NO - Continue to Question 2 -3 Continue to Question 2 -3 2 -3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in the fall. Please circle appropriate response. (N) Continue to Question 2 -4 YES - Continue to Question 2 -4 2 -4 Will the project involve clearing within 100 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. • NO - Continue to Question 3 -0 (Page 1) - Continue to Question 2 -5 2 -5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3 -0 (Page 2) Continue to Question 3 -0 (Page 2) January 25, 2001 4 • City of Tlla ESA Screening Checklist Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish /Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 3 -1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please circle appropriate response. NO - Continue to Question 3 -2 OPContinue to Question 3 -2 3 -2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green/Duwamish River? For the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications. Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man -made or artificial structure that precludes fish access should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3 -3 Continue to Question 3 -3 3 -3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of salmonids, including both juveniles and adults. Please circle appropriate response. NO Continue to Question 3 -4 YES - Continue to Question 3 -4 3 -4 Will the project involve a temporary or permanent change in the cross - sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the cross - sectional area is defined as a profile taken from the ordinary high water mark on the right bank to the ordinary high water mark on the left bank. Please circle appropriate response. NO - Continue to Question 3 -5 • COContinue to Question 3 -5 3 -5 Will the project require the removal of debris from within the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3 -6 Continue to Question 3 -6 January 25, 2001 5 City of Tuna ESA Screening Checklist Part D (continued) 3 -6 Will the project result in impacts to watercourses or wetlands that have a surface connection to another watercourse or the Green/Duwamish or Black Rivers but do not contain habitat conditions that support salmonid use? Such areas may include, but not be limited to hillside seeps and wetlands isolated from the watercourse or river that have a surface water connection to the watercourse or river but are not assessable, nor would be assessable to salmonids under natural conditions. Wetlands with a "functions and values" rating for baseflow /groundwater support of 9 and above (or moderate) as described in Cooke (1996) should be included. Please circle appropriate response. Continue to Question 3 -7 YES - Continue to Question 3 -7 3 -7 Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please circle appropriate response. NO Continue to Question 3 -8 YES - Continue to Question 3 -8 3 -8 Will the project include bank stabilization? For the purpose of this analysis, bank stabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please circle appropriate response. NO - Continue to Question 4 -0 (Page 2) Continue to Question 4 -0 (Page 2) January 25, 2001 6 State of Washington County of King City of Tukwila CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan(a ci.tukwilawa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I 130b Gib erso h (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on FeXva4'y 9t 1001 the Public Notice Board(s) in accordance with Section 18.104.110 and the other applicable guidelines were posted on the property located at so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number E Zoo° — 6)06. I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of a Notice letter. Applicant or Project Manager's Signature On this day personally appeared before me 80b Oibersorl to me known to be the individual who executed the foregoing instrument and acknowledged that® /she signed the same as er voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this / 2,tlt, day of .TF;E7iU -c ,Lj. , 2001 D \h • P��G • Sj�N •C�� 1' NOTARY PUBLIC in an for the State of Washington �`c, ��••• ,l a✓t'LGO'YL„ ■ ■ o NDTARy 9 ; tt residing at tlt t'LIBUC • My commission expires on 6— /6 - 0 4/ 11; y / Da C.\KATHLEEMKJL:ETTER\DOC 167. DOC • • City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATED FEBRUARY 9, 2001 The following applications have been submitted for review and decision: FILE NUMBER: _ APPLICANT: - LOCATION: PROPOSAL: OTHER REQUIRED PERMITS: E2000 -006 (State Environmental Protection Act, SEPA) City of "Tukwila, Public Works Department - - South 150t Street between 42 "d Avenue South and 46th Avenue South, Tukwila, WA The project includes roadway improvements to South 150t Street between 42 "d Ave S and 46th Ave S. Proposed improvements include: curb, gutter, and sidewalk; overlay; storm drainage; replacing Gilliam creek culvert; street illumination; and under grounding of overhead utilities. The culvert work in the stream requires application for SEPA environmental review. Construction Permit These files are available for review at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on February 23, 2001. If you have questions about this proposal contact Minnie Dhaliwal, the Planner in charge of this file, at (206) 431 -3685. Anyone who submits written comments will become parties of record"and will be notified of any decision on this project. You may request a copy of any decision or obtain information on your appeal rights by contacting the department at 206431 -3670. RECE1 ED FEB 1 6 2001 COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188' • Phone: 206-431-3670 • Fax: 206 - 431.3665 S 147 St S 149 St Strander Blvd PROJECT LOCATION City of Tukwila Department of Public Works S 150 Street 9/13/99 Vicinity Map • City of Tukwila Public Works Department, Engineering Division 6300 Southcenter Boulevard, Suite 101 • Tukwila, Washington 98188 MEMORANDUM To: Jack Pace, Planning Manager From: Bob Giberson, Senior EnginevC Date: January 30, 2001 Subject: SEPA application for culvert replacement under S 150`h St I have been asked to pick up the pieces and get this project built. I need your help. Can you tell me the status of this SEPA review? The last puzzle piece I could find is the attached Art Pederson memo dated May 17, 2000 and it appears that Raid did resubmit the requested revisions. -E0265-) ZSL-1 Fax: (206) 431 -3665 Telephone: (206) 433 -0179 . .314-/ ^`iJI MEMO TO: Raid Tirhi FROM: Art Pederson DATE: May 17, 2000 RE: SEPA application for culvert replacement under S 150th St In reviewing the SEPA Environmental Checklist for this project I see that there is the ne and details on particular items. I have marked them on the checklist as well as listed the below. The orientation of the checklist you submitted is a little confusing as it is oriented toward the roadway improvements to S 150th St and not the culvert replacement, which is the project elen nt requiring the SEPA determination. In clarifying these items listed, this "re- ori ntation" to the questions is necessary. Pg. 2, #10: Please describe in terms of the culvert replacement. � '1 3l 2. #B la, b, d,'e, f , h 3. Pg. 4, # 3, 4 (details) 4. Pg. 5, # 3d (details), 4b(replacement plan), 4d (landscape plan for around creek) 5. Pg. 6, # 7a, al, a2 (fuel spills and spill responses) 6. Pg. 8, #10c (What is the plan to . avoid a denegration of the current "natural aesthetic" aspects of the area around the band and culvert? What types of vegetation will be planted? Etc) STATE ENVIRONMENTAL CHECKLIST Please respond to all questions. Use separate sheets as necessary. Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: South 150th Street Improvements 2. Name of Applicant: City of Tukwila 3. Date checklist prepared: 02 -01 -2001 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): The project will be completed in Summer 2001. 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. A J.A.R.P.A form will be completed pending the determination of this S.E.P.A. to apply for a Hyraulic Project Approval from the Washington Department of Fish and Wildlife. 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None known 9. List any government approvals or permits that will be needed for your proposal. HPA : /projects/ 1999rs0I/ 150 REVISED sepa.doc Agency Comments 1 • • 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The project is a roadway improvement to S 150th St between 42nd Ave S and 46th Ave S. Proposed improvements include: curb, gutter,_and sidewalk; overlay; storm drainage; street illumination property restoration; and undergrounding of overhead utilities. This project will also involve the replacement of a failed culvert underneath S. 150th St. Culvert replacement plans may be found in the enclosed attachments 11. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, the tax lot number, and section, township, and range. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. S. 150th St. between 42nd Ave S. and 46th Ave S. 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? Yes, the north fork of Gilliam Creek is a Class 2 watercourse and passes under S. 150th St., east of 42nd Ave S. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other: Rolling b. What is the steepest slope on the site (approximate percent slope)? The steepest roadway slope is approximately 12 %. Existing slopes of the stream channel where the culvert is to be replaced are at approximately 50% (2:1) per a previous streambank repair. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Glacial till, sand, and gravel. qprojecd 1999rs01 / 150 REVISED sepa. doc • • d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. Previous streambank erosion has occurred within the project vicinity. The culvert replacement portion of this project will correct the current erosion issues within the culvert replacement project limits. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Approximately 400 cubic yards of gravel borrow will be used for replacement of unsuitable material where required. All of the excavated material will be reused in this project. New fill material would be purchased from a convenient supplier. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. g. Yes, minor erosion of disturbed areas could occur during construction. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 90 percent of the site is covered now. This project will increase that to approximately 95 %. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: The proposed project will use best management practice methodology as required by the 1998 KCSWDM to minimize erosion and offsite sediment transporation. These measures will include but not be limited to: silt fences, catch basin inserts, and straw bales. In addition, during the culvert replacement portion of this project, the stream will diverted into an existing High Flow By -Pass structure that is up stream of the project site. This diversion around the construction area will prevent streambed erosion during the replacement of the culvert. 2. Air a. What types of emissions to the air would result from the proposal (for example, dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Dust and emissions from construction activities at normal levels are expected and will conform to P.S.A.P.C.A. requirements. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. None known. : /projects/ 1999rs0I/ 150 REVISED sepa.doc 3 • • c. Proposed measures to reduce or control emissions or other impacts to air, if any: None proposed. 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year -round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Yes, the North Fork of Gilliam Creek runs through the site. Gilliam Creek flows into the Green River. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Yes, the existing culvert crossing S. 150 St. will be replaced. The roadway crossing the creek will be improved. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. The culvert replacement would require excavating approximately 400 CY of material. This material we be also used to back fill. If necessary, additional fill material would be purchased from a convenient supplier, 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. Yes. The stream will temporarily be diverted Into an existing High Flow By -Pass structure that will carry water around the site. No water will be withdrawn from the system. 5. Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. No 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No /projects/ 1999rs01 / 150 REVISED sepa.doc 4 • • b. Ground: 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. No 2. Describe waste materials that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve: NA c. Water Runoff (including storm water): 1. Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow? Will this water flow into other waters? If so, describe. Runoff from the existing roadway is collected by catch basins and ditches and discharged into the north fork of Gilliam Creek. The proposed project will install catch basins and storm drainage pipes to convey the runoff to the same discharge points. 2. Could waste materials enter ground or surface waters? If so, generally describe. Yes. Sedimentation from erosion or vehicle fuels or oils spilled during construction could enter surface and ground waters. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: The project will follow the requirements of the 1998 KCSWDM. 4. Plants a. Check or circle types of vegetation found on the site: X Deciduous tree: alder, maple, aspen, other X Evergreen tree: fir, cedar, pine, other X Shrubs X Grass Pasture Crop or grain Wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other Water plants: water lily, eelgrass, milfoil, other Other types of vegetation : /projects/ I999rs0I / 150 REVISED sepa.doc 5 b. • • What kind and amount of vegetation will be removed or altered? One cottonwood tree, few other trees and shrubs_, and some invasive vegetation along S. 150th St. will be removed or trimmed as shown on the plans. c. List threatened or endangered species known to be on or near the site. No endangered or threatened plant species have been identified on site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Disturbed areas of vegetation outside the roadway section will be restored with native vegetation. Please see attached re- vegetation planting plan. 5. Animals a. Circle any birds or animals which have been observed on or near the site or are known to be on or near the site: Birds: Hawk, heron, eagle, songbirds, other: Mammals Deer, bear, elk, beaver, other: Fish Bass, salmon, trout, herring, shellfish, other: Other b. List any threatened or endangered species,known to be on or near the site. No endangered or threatened animal species have been identified on site. However, juvenile chinook salmon and bull trout may have an incidental presence in lower Gilliam Creek which is approximately 1 .2 miles down stream. In addition. bald eagles have been sighted occasionally within the City. c. Is the site part of a migration route? If so, explain. This region is part of the Pacific Flyway used by migratory bird species. d. Proposed measures to preserve or enhance wildlife, if any: Erosion control plan per 1998 KCSWDM and the proposed re- vegetation planting plan. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Street lights will be powered by an underground electrical system. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No : /projecd 1999rs01/150 REVISED sepa.doc 6 • • c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Street lights will be regulated by photocells, on at dusk off at dawn. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No environmental health hazards are expected as a result of this project. 1. Describe special emergency services that might be required. This proiect is not expected to increase the need for emergency services. 2. Proposed measures to reduce or control environmental health hazards, if any: The project will follow the requirements of the approved permits and the 1998 KCSWDM. b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None known 2 What types and levels of noise would be created by or associated with the project on a short -term or long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Normal construction noise levels will occur during the daytime 3. Proposed measures to reduce or control noise impacts, if any: Project construction will comply with the City Noise Ordinance. The completed project is not expected to increase the existing noise level. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site is currently a 2 -lane roadway located in a residential area. b. Has the site been used for agriculture? If so, describe. Not in the recent past. : /projecu/ 1999rs01/ 150 REV 1SED sepa.doc 7 c. Describe any structures on the site. NA d. Will any structures be demolished? If so, what? NA e. What is the current zoning classification of the site? The Project site City of Tukwila Right of Way. f. What is the current comprehensive plan designation of the site? The Project site City of Tukwila Right of Way. g. If applicable, what is the current shoreline master program designation of the site? NA h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Yes, the north fork of Gilliam Creek is a Class 2 watercourse and crosses . 150th St., east of 42nd Ave S. i. Approximately how many people would reside or work in the completed project? None J• Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: NA 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: NA 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing? NA b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low- income housing. None c. Proposed measures to reduce or control housing impacts, if any: NA : /projects/ 1999rs01 / 150 REVISED sepa.doc 8 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? NA b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any: Please see attached re- vegetation plan. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Existing street lighting will be upgraded to meet City standards. Lights will be on from dusk to dawn. b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off -site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any: Street lights will be directed toward the street, shields will be installed to cut -off spill over glare. 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? An elementary school playground is near the project. b. Would the proposed project displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None proposed. : /projects/ 1999rs01 / 150 REVISED sepa.doc 9 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, National, State, or Local preservation registers known to be on or next to the site? If so, generally describe. None b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None known. c. Proposed measures to reduce or control impacts, if any: None anticipated. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. S. 150th St. is a public street. The project limits extend from 42nd Ave S. to 46th Ave S. Existing driveways will be connected to the improved street. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? No. Public Transit is available approximately 1116th of a mile away on 42nd Ave S. c. How many parking spaces would the completed project have? How many would the project eliminate? The completed project would provide limited on- street parking. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. None :!projects/ 1999rs0I / 150 REVISED sepa. doc 10 g. Proposed measures to reduce or control transportation impacts, if any: The project is a transportation improvement. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No b. Proposed measures to reduce or control direct impacts on public services, if any. None anticipated. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system other: b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. No new utilities are proposed. Existing overhead utilities will be undergrounded. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: z./Z 4 /Zoo/ /projects/ 1999rs01/ 150 REVISED sepa.doc 11 • • WILLOW POND RID 0210_ OObV.100b STAKES CVUITNII4 VIM? (Loo) WUER1 MIROPR►A7E) �trrE MATT rlb MTh EQ05101.1 COnT20L 5EEb MIX 0 - VINE via?tE (I,0 a- VIES -ra i V-Eb _2174a. (13) - ® - REb ALV E1L (Z ) o — OP.EGor! RSH (IQ I7 - VoubLAS P19- (u) s - SrlovaEV tY (z-o) /., - SITKA 5 ?2■1 C.E (IO) MINIMUM T e T` St-112.06 _size 1S A - T WI I`lbo -vf O Z') 2 6.A•LLon1 CONIT1AI ntE'¢ . ADDIT%bJIFGL Oe ATE NATIVE SPEGEE : MALI USEI BA.SET? 0n( AV41LABILIT-1. -411;* 4/141-4/NC J ES l QECOMME'WD> I4ATIYE F-A,LT SJPPLIall F4LM 19390 SE 400 +` EkoMCiaw WA 98o2Z b0)- gas - 5 CJuIc�T Q.£R-AC.cMAETIT ZE - EL E TPrnznl Pl.A.1TL kLIo Rix • - 4 Mkt.' RUCK - 1 -1_ M Ptt4 rac.,k Clitm Puvcc vile-rsrr / --, eel / 1 LA./ (442prox. • aos 1 1„.1MITS OF NEW 3(011 c,ULvEiz-r 00 • • 14+0 15+00 (DTI- ST. \\N \ 4\ 4, e€- so0,40,44,4 WRAC, 5°01.10444 ToPO OC C)LJEcur 2.E P LAZ EPAD-IT A . 1 / 1 =1c7 A 1 0 3 1 a a. e --i z-t. LL ,L 0 r d 8 MEMO TO: File L2000 -006 FROM: Art Pederson DATE: April 20, 2000 RE: NOTICE OF COMPLETE APPLICATION SEPA File L2000 -006 is deemed complete. Notice of Application will be given to Raid today. STATE OF WASHINGTON • • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan(ri?ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY ss COUNTY OF KING The undersigned being duly swom and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its emplo eesgents engin Ji ers, contractors or o err epresentatiies the ri ht to enter upon Owner's real property, located at $ / 5O " .s ej 1 'e 7 o ' T'v for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion , cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. 7. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at _7;;10114.----' (city), %(%A- (state), on /4/0" // 7 OtAAC) ,* r «q L • S/e // (Print Name) 4304 <Sou ticect✓ er fi /vf � 7 Iuwi/a,/ ivy ( ddres (Are 4I5 D/ 79 (Phone Number) 8 (Signature) On this day personally appeared before me ii /Q,14.. ( 11e- to me known to be the individual who executed the foregoing instrument and acknowledged that he/Of signed the same as his/fvoluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS C :\KATHLEEN\KJLETTER\DOC167.DOC, 04 /04/00 DAY OF NOTARY PU residing at My Commission expires on State fWAhington i Wf�l 2 State of Washington County of King City of Tukwila CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan(aci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I 1 C � . l c � 1 i r h i (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on .2 6-67 U the Public Notice Board(s) in accordance with Section 18.104.110 and the other applicable guidelines were posted on the property located at so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number t.'2 000 - o66. I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of a Notice letter. On this day personally appeared before me Applicant or Project Manage ?s Signature LA/ to me known to be the individual who executed the foregoing instrument and acknowledged thae'signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this 076 day of Q p , NOTARY P ' I in rd or the State of Washington residing at • ._ 1 • • 1 • CAKATFQ.EIIJ\KJLE7TEMDOC 167.DOC My commission expires on 6 4--gb CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan a ci.tukwila.wa.us • SEPA ENVIRON. REVIEW (P -SEPA) APPLICATION NAME OF PROJECT/DEVELOPMENT: S 150TH STREET IMPROVEMENT PROJECT LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. NA Quarter: NE Section: 22 Township: 23 Range: 4 (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: Robin Tishmak or Raid Tirhi, City of Tukwila PW Address: 6300 Southcenter Blvd, Suite 100, Tukwila, WA 98188 Phone: 433 -0179 Signature: FAX: C:UCATHLEENUQLETTER\DOC 167.DOC, 04 /04/00 Date: 4 -3 -00 1 FOR STAFF USE ONLY Planner: 17l -vr. s.r 4„,„ File Number: 2-000 D G / o ` Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: S 150TH STREET IMPROVEMENT PROJECT LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. NA Quarter: NE Section: 22 Township: 23 Range: 4 (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: Robin Tishmak or Raid Tirhi, City of Tukwila PW Address: 6300 Southcenter Blvd, Suite 100, Tukwila, WA 98188 Phone: 433 -0179 Signature: FAX: C:UCATHLEENUQLETTER\DOC 167.DOC, 04 /04/00 Date: 4 -3 -00 1 t.)Tso. itiftv‘o:,i 0,1 6- el V • 1 C� \J V apiC- \`_o fizAdo �\ COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact the Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted in a later timely manner for use at the Public Hearing (e.g., revised colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL .MATERIALS MAY BE REQUIRED, TO ENSURE CONSISTENCY WITH CITY DEVELOPMENT STANDARDS. Department staff are available to answer questions about application materials at 206 -431 -3670 Department of Community Development and 206 - 433 -0179 Department of Public Works. COMPLETE APPLICATION CHECKLIST TABLE : rInfor ri...atioiit R er g q M ii•,�irtit eti:�+ ylievi iveiiri=ul nw isu'� a'` [ * .cr o aP r" o vl °o f botFPubla 1 k • '.L ^i liM -i y ;°.:u^f r &i iXy. l;,:t cp, A- . k - -tJA: a- 7 rform4Nat io ;' ,� -- ve�� - , �0.0 /j+lnp •.i SOffi ce iU!L4 saO nly1, � tWJ `` W r i � f mr�lit i& r • n • 7 onS arl•c n � Yz,.. .. '�:Ta'.6i : ' : : . ; '' .. .d.14. �,lfvtK,gr z -r - . . 'r.w a - %)c•: t:.L : APPLICATION FORMS: 1. Application Checklist one (1) copy, indicating items submitted with application. 2. Four (4) copies of supporting studies with original signatures and license stamp as needed. . 3. Complete Applicion Packet: Eight (8) copies of application form and full sized plans, one set of PMT's of all plans reduced to 8.5" by 11 ", and other materials and information as specifically listed in Project Description and Analysis, Site Plans and Elevations. 4. SEPA Environmental Checklist (12 copies) and fee ($325). PUBLIC NOTICE MATERIALS: SUBMIT ONLY IF UNDERLYING PERMIT REQUIRES PUBLIC NOTICE. . 5. King County Assessor's map(s) which shows the location of each property within 500 feet of the subject lot. / Two (2) sets of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. See Public Notice Materials. Note: Each unit in multiple - family buildings -e.g. apartments, condos, trailer parks must be included). A 4' x 4' Public Notice Board will be required on site within 14 days of the Department determining that a complete application has been received. PROPERTY INFORMATION 7. Vicinity Map with site location. 8. Surrounding Land Use Map for all existing land uses within a 1,000 foot radius from the lot's property lines. 9. Title Report -- Clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances. 10. Lot lines for 300 ft. from the site's property lines including right -of -ways. G :WPPHAPALANDUSE.APP\SEPAAPP.DGC I Or23/99 IrI -F 1I'r` HII •!i:e 1 150TH- 00:OQF.OT.= 42ND 100 +00.00 1 BEGINNING OF PROJECT: WATCH EXIST. N- 1642210.2470 E =174403.1800 SEC. 22 T. 23 N. R. 4 E. W.M. STA 10 +44 13'L STA 11 +19 (19'LT) STA 11 +57 (13' LT) C8 TYPE I RIM XXX.XX 12" I.E XXX.XX STA 12 +70 (13' LT) CB TYPE I RIM XXX.XX 12" LE . XXX.XX BEGIN CURB. GUTTER. & SIDEWALK EXISTING - 1 DDOfft EFCZ(.`K -WALL _'D ® p � ®m om STA 13 +57 13' LT At/ >a�i 0 0 tr C '.1t r Aik 161111.11111 A 1 +70 14' RT BEGIN TAPER STA 12 +45 20' RT I. � v1• :La ••:11 1 I I ISTA 13 +23 (10' RT) KCB TYPE 1RIM XXX.XX 12" I.E XXX.XX 112" I.E XXX.XX 20 40 60 260 250 240. 230 220 210. 8 =x� R/W 0 MODULAR BLOCK I WALL 42N0. STA 99+54(13' RT) BEGIN I CURB, GUTTER, & SIDEWALK MATCHI EXISTING ;I I STA 12 +41 21' RT 0 CONC. INLET RIM XXX.XX 12" I.E XXX.XX - xx•xx'XX T - XX • STA 12 +45 (13' RT) CB TYPE 1 RIM XXX.XX 12" I.E XXX.XX 12" I.E XXX.XX - -- 0 STA 113 +52 (10' RT ENDITAPER SCALE IN FEET 3 +60 (9' RT) CONC. INLET RIM XXX.XX 12" I.E XXX.XX STA -13 +99 (11' RT) CB TYPE I RIM 1XXX.XX 12" I. XXX.XX 12r -1:E XXX.XX - CURB RETURN ELEVATIONS STATION ON ROADWAY T.C. ELEV. P.C. 1 /4 2 4 P.T. - xx•xx'XX T - XX • STA 12 +45 (13' RT) CB TYPE 1 RIM XXX.XX 12" I.E XXX.XX 12" I.E XXX.XX - -- 0 STA 113 +52 (10' RT ENDITAPER SCALE IN FEET 3 +60 (9' RT) CONC. INLET RIM XXX.XX 12" I.E XXX.XX STA -13 +99 (11' RT) CB TYPE I RIM 1XXX.XX 12" I. XXX.XX 12r -1:E XXX.XX - XXX.XX XXX.XX / xxx.xx XXX.XX XXXXX • XXX.XX 10 +00 ' i XXX.XX XXXXX XXXXX xXX.XX 11 +,00 PUBLIC /WORKS DEPT. - ENGINEERING- STREETS- WATER- SEWER - PARKS- BUILDING- XXX.XX XXx.XX XXX.XX XXX.XX XXX XX XXX.XX designs drawn checked proj eng proj dir L XXXXX XXXXX XXX.XX XXXXX XXX.XX XXXXX xxx.xx xxx.xx 13 +00 XXX.XX XXXXX Perteet Engineering, Inc. 0209 Bridgeport Way 57, Suite C -1, Lakewood. VA 98490 (253) 984-7138 XXX.XX XXX.XX XXX.XX XXXXX xxX.XX XXX.XX CONSTRUCTION NOTES Oswan UTILITY POLE AND GUY ANCHOR TO BE REMOVED BY ORELOCATE TRAFFIC SIGN OADJUST CATCH BASIN TO GRADE WITH 5000 LOCKING UD ORELOCATE MAILBOX TO NEW SUPPORT PER DETNL SHEET 6 AND CONSTRUCT SIDEWALK TAPER.. OADJUST WATER METER AND 80X TO GRADE OREMOVE EXISTING DRAINAGE STRUCTURE AND REPLACE WITH 'CATCH BASIN TYPE 1 0 ADJUST MANHOLE TO GRADE 13 REMOVE DECIDUOUS TREE 15 REMOVE ROCKERY STA 10 +44 TO STA 11 +20 16 REMOVE EXISTING STORM DRAINAGE STRUCTURE AND PIPE 17 PLANING BITUMINOUS PAVEMENT 19 INSTALL CONCRETE INLET ON EXISTING CULVERT © RELOCATE FENCE AS NEEDED REMOVE CONIFEROUS TREE ©CONSTRUCT MODULAR BLOCK WALL PER `- 4 DETAIL SHEET REMOVE SIGN ©CONSTRUCT CURB RAMP PER STD. 6 PLAN F -3, DESIGN C CONSTRUCT CEMENT CONCRETE APPROACH PER STD. PLAN DRAINAGE NOTES 0 C8 P1 -1 - REMOVE EXISTING C8 AND PIPE. REPLACE WITH C8 TYPE 1. CONNECT TO CB P1 -2 WITH 113 LF STORM SEWER PIPE 12' DIM. 2 CB P.1 -2 - CONNECT TO EXISTING C8 WITH 50 IF STORM SEWER PIPE 12" DIM. C8 P1 -3 - CONCRETE INLET WITH 6 LF OUTLET PIPE 12" DIAM. IE XXXJOf C8 P1 -4 CONNECT TO C8 P1 -5 WITH 10 LF STORM SEWER PIPE 12' DIM. C8 P1- 5 - CONNECT TO C8 CB P1 -6 WITH 78 LF STORM SEWER PIPE 12- OIAM. C8 P1 -6 - CB TYPE 1 WITH 20 IF OUTLET PIPE 12' DIAM. I.E. - XXX.XX C8 P1 - 7 - CXONCRETE INLET WITH 11 LF OUTLET PIPE 12 DIAM. I.E. - XXX.XX C8 P1 -8 - CB TYPE 1 WITH 22 LF OUTLET PIPE 12" DIAM. I.E - XXX.XX WALL ELEVATIONS STA TOP BOTTOM XXX.XX TOP OF CURB LT. XXX.XX CENTER LINE PROFILE 1 �•XX TOP OF CURB RT. F 0 F U revisions SOUTH 150 TH STREET 42 ND AVE SOUTH TO 46 TH AVE SOUTH STREET IMPROVEMENTS KING COUNTY JANUARY 2000 PLAN AND PROFILE P1 P3 file no scale dote 1 - - - - - - -- 0 0 PROPOSED 77.00Z PROFILE GRADE I +o PI N 00 " rnn PROPOSED PROPOSED c PROFILE GRADE 2' 220 220 220 220 VPC STA - \ 1 ` ,1 I I -� - -: a aW _ , 1 EXISTING] I PROFILE i j - VPI STA 12+75.00 ELEV 217.083. -5.092 ABOVE EXISTING't PROFILE GRADE l :PK NAIL 42ND AWL ELEV. =247183 NVGD _ T THE INTERSECTION S. ANO S. XXX.XX OF 150TH ST. 1 __, HaX.XX -- XXX.xx f PROFILE SCALE: ! : HORIZ: 1' ■ 20' VERT : 1' a 10' 1 ' I I7tR CVE -CEN= 50:0000 E= 0.43171 i 210 1 XXx XX XXX -XX vvv vv wv vv w w....., wvrvr XXX.XX XXX.XX / xxx.xx XXX.XX XXXXX • XXX.XX 10 +00 ' i XXX.XX XXXXX XXXXX xXX.XX 11 +,00 PUBLIC /WORKS DEPT. - ENGINEERING- STREETS- WATER- SEWER - PARKS- BUILDING- XXX.XX XXx.XX XXX.XX XXX.XX XXX XX XXX.XX designs drawn checked proj eng proj dir L XXXXX XXXXX XXX.XX XXXXX XXX.XX XXXXX xxx.xx xxx.xx 13 +00 XXX.XX XXXXX Perteet Engineering, Inc. 0209 Bridgeport Way 57, Suite C -1, Lakewood. VA 98490 (253) 984-7138 XXX.XX XXX.XX XXX.XX XXXXX xxX.XX XXX.XX CONSTRUCTION NOTES Oswan UTILITY POLE AND GUY ANCHOR TO BE REMOVED BY ORELOCATE TRAFFIC SIGN OADJUST CATCH BASIN TO GRADE WITH 5000 LOCKING UD ORELOCATE MAILBOX TO NEW SUPPORT PER DETNL SHEET 6 AND CONSTRUCT SIDEWALK TAPER.. OADJUST WATER METER AND 80X TO GRADE OREMOVE EXISTING DRAINAGE STRUCTURE AND REPLACE WITH 'CATCH BASIN TYPE 1 0 ADJUST MANHOLE TO GRADE 13 REMOVE DECIDUOUS TREE 15 REMOVE ROCKERY STA 10 +44 TO STA 11 +20 16 REMOVE EXISTING STORM DRAINAGE STRUCTURE AND PIPE 17 PLANING BITUMINOUS PAVEMENT 19 INSTALL CONCRETE INLET ON EXISTING CULVERT © RELOCATE FENCE AS NEEDED REMOVE CONIFEROUS TREE ©CONSTRUCT MODULAR BLOCK WALL PER `- 4 DETAIL SHEET REMOVE SIGN ©CONSTRUCT CURB RAMP PER STD. 6 PLAN F -3, DESIGN C CONSTRUCT CEMENT CONCRETE APPROACH PER STD. PLAN DRAINAGE NOTES 0 C8 P1 -1 - REMOVE EXISTING C8 AND PIPE. REPLACE WITH C8 TYPE 1. CONNECT TO CB P1 -2 WITH 113 LF STORM SEWER PIPE 12' DIM. 2 CB P.1 -2 - CONNECT TO EXISTING C8 WITH 50 IF STORM SEWER PIPE 12" DIM. C8 P1 -3 - CONCRETE INLET WITH 6 LF OUTLET PIPE 12" DIAM. IE XXXJOf C8 P1 -4 CONNECT TO C8 P1 -5 WITH 10 LF STORM SEWER PIPE 12' DIM. C8 P1- 5 - CONNECT TO C8 CB P1 -6 WITH 78 LF STORM SEWER PIPE 12- OIAM. C8 P1 -6 - CB TYPE 1 WITH 20 IF OUTLET PIPE 12' DIAM. I.E. - XXX.XX C8 P1 - 7 - CXONCRETE INLET WITH 11 LF OUTLET PIPE 12 DIAM. I.E. - XXX.XX C8 P1 -8 - CB TYPE 1 WITH 22 LF OUTLET PIPE 12" DIAM. I.E - XXX.XX WALL ELEVATIONS STA TOP BOTTOM XXX.XX TOP OF CURB LT. XXX.XX CENTER LINE PROFILE 1 �•XX TOP OF CURB RT. F 0 F U revisions SOUTH 150 TH STREET 42 ND AVE SOUTH TO 46 TH AVE SOUTH STREET IMPROVEMENTS KING COUNTY JANUARY 2000 PLAN AND PROFILE P1 P3 file no scale dote C11344_� •INB M '10-00 42ND AVE. S. • II r11 IT,I III SEC. 22 T. 23 N. R. 4 E. W.M. STUB AN 08 120 AT PROPERTY LIINEP� kit o�rt- - - -O - - - -T`' - 44ANOROLFr'. ✓620 1 _ i I STUB AND CAP 1 -2 1/2 PVC ,D11.1.22 AT PROPERTY LINE VAULT -700 '' r: 44 •01ti1 v r r -s 'a'�So ' =s- -s —I-- w v' yr ar S --1 00- -..._$ 8 r —! L - - -I i XI —y I _ STUB 8 1120NAT PROPERTY/ NEP� T -701 D8 8 120 AT CAP ROPER P PROPERTY LNE NOTES: 1. ALL THE VAULTS WILL BE SIZE 577. 2. A THE HANDHOLES SIZE TO BE 233. 3. ALL THE CONDUITS TO BE SCH 40 OR OTHER WISE NOTED. 4. RELATED CITY LIGHT STANDARD WILL MAIL TO PERTEET ENGINEERING. 0 50 100 150 SCALE IN FEET rO'Q.� 2 -3 SECONDARY TERMINAL POLE / 72 4t F 4.1 0 PUBLIC WORKS DEPT. -ENC;NEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by dote design drawn checked prof eng proj air SN 01 /00 01/00 01 /00 01 /00 field bk Perteet Engineering, Inc. 10209 Bridgeport Way S7, Suite C -1, Lakewood. to 98490 (259) 984-7138 SOUTH 150 TH STREET 42 ND AVE SOUTH TO 46 TH AVE SOUTH STREET IMPROVEMENTS KING COUNTY JANUARY, 2000 no dote revisions UNDERGROUND POWER file no scale date 1 a a I i DB 120 AT CPR I PROPERTY LINE 0 SEC. 22 T. 23 N. R. 4E. W.M. pB 120 AT PROPERTY'I�NE DETENTION POND tif ' ^a Lai - - - S. 150H T. --- . --- .- .- .I- . —. —. —' ' . - - -• - -�6�I OO-S N88'7 za91vn *100-1 , 5 -- i '0U' G14Augyea F -82y VAULT -303 O I U I ^ 1 Q1 B 120 T PROPERTY 1/U2. NEPVC 0 NOTES: 1 N '' A T ± A 4 N STUB AND CAP 1 -2 1/r PVC • -- -0&- 1.2{) -AT- PROPERLY -UNE -- ___J I I STUB AND CAP 1 -2 1/2' VC I0B 120 AT PROPERTY UNE TERMINAL POLE /21 1. ALL THE VAULTS WILL BE SIZE 577. 2. A THE HANDHOLES SIZE TO BE 233. 3. ALL THE CONDUITS TO BE SCH 40 OR OTHER WISE NOTED. 4. RELATED CITY LIGHT STANDARD WALL MAIL TO PERTEET ENGINEERING. 0 50 100 150 SCALE IN FEET T N PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- by date 01/00 01 /00 01/00 01 /00 dosigned,gsH drown checked proj eng proj dir NVE ECS RSN field bk nc Perteet Engineering, Inc. 10209 Bndgeport Way St, Saile C -1, Lakewood, VA 98499 (253) 984 -7138 no dote revisions SOUTH 150 TH STREET 42 ND AVE SOUTH TO 46TH AVE SOUTH STREET IMPROVEMENTS KING COUNTY JANUARY, 2000 life no UNDERGROUND POWER dd te e do / STUB B 120�AT PROPERTY /UNE O- �lr D8 120 AT AT 1/2* UNEP� SEC. 22 T. 23 N. R. 4 E. W.M. DSlUB AND CAP 1120 AT PROPERTY /UNEP� D8 182AND T PROPERTY /UNEdW 46TH AVE. S. ANOIIOLE 628, HANOHOLE -627 � - - - - - -- - 5- 1-50TH 111 •N 1>00 -5 S 20*00 S — —\ S z — f—�d +00— N88 7 24"W w w w G TE MINAL POLE g121 I s +00— 241 NOTES: VAULT -7051` I\\ 00 2 2 1/2" 2 -4" THORNDYKE ELEM. SCHOOL 1. ALL THE VAULTS WILL BE SIZE 577. 2. A THE HANDHOLES SIZE TO BE 233. 3. ALL THE CONDUITS TO BE SCH 40 OR OTHER WISE NOTED. 4.. RELATED CITY LIGHT STANDARD WILL MAIL TO PERTEET ENGINEERING. 0 50 100 150 SCALE IN FEET I 1 I I i � PUBLIC WORKS DEPT. — ENGINEERING— STREETS — WATER— SEWER— PARKS— BUILDING- designed drown checked proj eng proj dir by dote RSH 01/00 NVC 01/00 fCS 01/00 RSH 01/00 field bk nc Perteet Engineering, Inc. 0209 Bridgeport Vey S11. Suite C -1. lakewocd, TA 98499 (253) 984 -7138 SOUTH 150 TH STREET 42 ND AVE SOUTH TO 46 TH AVE SOUTH STREET IMPROVEMENTS KING COUNTY JANUARY, 2000 no dote revisions UNDERGROUND POWER file no stole dote J ,o° • CITY OF TUKWILA TUKWILA, WASHINGTON SOUTH 150TH STREET 42ND AVE SOUTH TO 46TH AVE STREET IMPROVEMENTS SCHEDULE OF DRAWINGS SHT. NO. L1 RS1 P1 —P3 D1 —D2 C1 T1 —T2 U1 —U3 DESCRIPTION OF DRAWINGS LEGEND ROADWAY SECTIONS PLAN & PROFILE MISCELLANEOUS DETAILS CHANNELIZATION, SIGNING & ILLUMINATION PLANS TEMPORARY EROSION & SEDIMENT CONTROL PLANS UNDERGROUND UTILITY CIVIL PLANS PROJECT NO. 99RS01 VICINITY MAP Perteet Engineering, Inc. 10209 Bridgeport Vey SI • Suite C -1 • le teweed. ■A 98499 • (26S) 1184-77313 JIM • SOUTH • CITY OFFICIALS CITY COUNCIL MEMBERS JOE H. DUFFIE, PRESIDENT JOAN HERNANDEZ RICHARD SIMPSON PAMELA CARTER JIM HAGGERTON PAMELA LINDER DAVID FENTON CITY ADMINISTRATION STEVE MULLET, MAYOR JOHN McFARLAND, CITY ADMINISTRATOR JANE CANTU, CITY CLERK MORROW, P.E., DIRECTOR OF PUBLIC WORKS CITY ENGINEER BRIAN SHELTON, P.E. w SURVEY SYMBOLS./ SYMBOL DESCRIPTION (ABBR) THEOR./ FOUND/ ▪ BENCH MARK (BM) • REBAR • IRON PIPE (IP) • MONUMENT • • MONUMENT (IN CASE) (WIC) • BRASS CAP /SURF. MON. OWNERSHIP TIE (0T) SECTION DATA: SECTION CENTER SECTION CORNER WARIER CORNER SIXTEENTH CORNER CLOSING CORNER MEANDER CORNER WITNESS CORNER SOIL BORING SPOT ELEVATION (Mc) (WC) (SB) (SE) TAX LOT / PARCEL NUMBER SURFACE FEATURES/ LANDSCAPING SYMBOL DESCRIPTION EXIST. 0 Lam' PROP. Bus I COGS i BUS STOP CUT/FILL MAIL BOX RIP RAP ROCKERY SHRUB SIGN X YARD UGHT \lilt SWAMP 0 TREE SIDEWALK SANITARY /STORM SEWER SYMBOLS SYMBOL DESCRIPTION EXIST. PROP. 0 • SAN. SEWER CLEAN OUT O • 7 • SAN. SEWER MANHOLE STORM ORAIN CATCH BASIN / CONC. INLET / AREA INLET STORM DRAIN CULVERT STORM DRAIN CATCH BASIN TYPE I WATER SYMBOLS • SYMBOL DESCRIPTION EXIST. PROP. •c/P o., /P J E A C 04 N • CAP/PLUG COUPLING GUARD POST REDUCER THRUST BLOCK WATER METER FIRE HYDRANTS: 2- NOZZLE 3- NOZZLE JOINTS: FLANGE/BUND FL MECHANICAL PUSH- ON/HUB THREAD VALVES: AIR REUEF BLOW -OFF BUTTERFLY CHECK GATE /GENERAL PLUG VALVE (ABBR) (CPL) (GP) (RED) (TB) (wM) (PH) (n4) (FL) /(BL FL) (MJ) (THD) (AIR) (BO) (BF) (CK) (W (PV) GAS/POWER/CABLE TELEPHONE SYMBOLS SYMBOL DESCRIPTION (ABBR) EXIST. PROP. v o- K— 1 Z a O bl LI 00 GAS METER GAS VALVE PAD MOUNTED TRANSFORMER POWER VAULT (POW V) TRANSMISSION (TRANS TAR) TOWER UTILITY POLE (PP. TP) UTILITY POLE ANCHOR TELEPHONE (TEL R) FUSER TELEPHONE (TEL V) VAULT TELEPHONE MANHOLE JUNCTION BOX (TYPE I, 0. 01) •-Q STREET LIGHT ASSEMBLY 0— TRAFFIC SIGNAL POLE SIGN \ BILL BOARD PEDESTRIAN PUSHBUTTON CABLE RISER RAILROAD XING SIGNAL AERIAL SIGNAL IRRIGATION CHANNELIZATION SYMBOLS SYMBOL EXIST. PROP. dro 0 rye' Dal • IATW DESCRIPTION BIKE PATH HANDICAP SYMBOL H.O.V. LANE SYMBOL ONLY RAILROAD CROSSING SCHOOL STOP LANE CONTROL ARROWS: STRAIGHT ARROW LT.RT.STR.ARROW LEFT -RIGHT ARROW 2 -WAY LEFT TURN LEFT TURN ARROW RIGHT TURN ARROW LEFT- SRAIGHT ARROW RIGHT - STRAIGHT ARROW RAISED MARKERS: • LANE MARKERS TYPE 1 a LANE MARKERS TYPE 0 LINETYPES UNETYPE n • DESCRIPTION SURFACE FEATURES: BUILDING UNE (EXISTING) CREEK/DITCH CENTERLINE (EXIST.) CREEK/DITCH CENTERLINE (PROP.) CURB/PAVEMENT /SIDEWALK (Ex) CURB/PAVEMENT/SIDEWALK (PROP) FENCE (EXISTING) FENCE (PROPOSED) GUARDRAIL (EXISTING) GUARDRAIL (PROPOSED) RIVER /LAKE /POND MARSH /SWAMP PERIMETER RAUROJAD RETAINING WAIL (EXISTING) RETAINING WALL (PROPOSED) SURVEY: CENTERLINE (EXISTING) CENTERLINE (PROPOSED) CONTOUR (DEPRESSION) - • t . CONTOUR (EXISTING) — • • . - CONTOUR (INDEX) •• CONTOUR (PROPOSED) DONATION LAND CLAIM (EXIST.) DONATION LAND CLAIM (PROP.) EASEMENT (PERMANENT) EASEMENT (TEMP. CONSTR PERMIT) MEANDER UNE -- PROPERTY UNE (EXISTING) PROPERTY UNE (PROPOSED) RANGE/TOWNSHIP UNE RESERVATION/PARK/FOREST (EX) RESERVATION/PARK/FOREST (PRO) RIGHT -OF -WAY (EXISTING) RIGHT -OF -WAY (PROPOSED) OMIT OF OVERLAY ABBREVIATIONS A.P. - ANGLE POINT BACK S/W - TOP BACK OF SIDEWALK C.B. - CATCH BASIN C.S.T.C. - CRUSHED SURFACING TOP COURSE D.I.S.S.P. - DUCTILE IRON STORM SEWER PIPE D/W - DRIVEWAY E.B.T. - EDGE OF PAVEMENT EL. - ELEVATION EXIST. - EXISTING F.H. - FIRE HYDRANT C.E. - CRATE ELEVATION I.E. - INVERT ELEVATION INCA - INCLUDING LT. - LEFT M.H. - MANHOLE MON. - MONUMENT N.LC. - NOT INCLUDED IN CONTRACT N,T.S - NOT TO SCALE P.C.S.S.P. - PLAIN CONCRETE STORM SEWER PIPE • TV 9 V G P SS STE SD TV ON FM c 0 P BP SS STE SD T or w ►on SECTION UNE QUARTER SECTION UNE SIXTEENTH SECTION UNE STATE /COUNTY /CORPORATE LIMIT STATE /COUNTY /CORPORATE UMR UTILITIES (EXISTING): CABLE TELEVISION (AERIAL) CABLE TELEVISION (BURIED) FORCE YAM GAS OIL POWER (BURIED) SANITARY SEWER STEAM STORM DRAINAGE TELEPHONE (AERIAL) TELEPHONE (BURIED) UTILITY SERVICE LINE (GENERAL) WATER UTILITIES (PROPOSED): CABLE TELEVISION (AERIAL) CABLE TELEVISION (BURIED) FORCE MAIN GAS OIL POWER (AERIAL) POWER (BURIED) SANITARY SEWER STEAM STORM DRAINAGE TELEPHONE (AERIAL) TELEPHONE (BURIED) UTIUTY SERVICE UNE (GENERAL) WATER SAWCUT STORM DRAIN (INFILTRATION TRENCH) PLANING AREA P.P. - POWER POLE PL - PROPERTY UNE P.V.C. - POLYVINYL CHLORIDE RT. - RIGHT R/W - RIGHT OF WAY SIG. - SIGNAL SL - STREETUGHT S.P. - SERVICE POLE SPEC. - SPECIFICATIONS STA - STATION STD. - STANDARD STD. - TOP OF CURB TELE. PED. - TELEPHONE PEDESTAL T.P. - TELEPHONE POLE TR 1 STS.S.P. - TREATMENT 1 , STEEL STORM SEWER PIPE TYP. - TYPICAL U.C. - UNDER GROUND W.N. - WATER METER W.V. - WATER VALVE W.V.Y. - WATER VALVE MARKER POST (EX) (PRO) 0 F U PUBLIC WORKS DEPT. — ENGINEERING — STREETS— WATER— SEWER — PARKS— BUILDING- dY desiq drown SH dote 04/00 04/00 XXX checked XXX 04/00 area ern RSH 04/00 Wei dir XXX 04/00 Told kk Perteet Engineering, Inc. I020C Bridgeport Vey St. Suite C -1, Lakewood VA 66496 (233) 064 -713V no dote revisions SOUTH 150 TH STREET 42 ND AVE SOUTH TO 46TH AVE SOUTH STREET IMPROVEMENTS KING COUNTY APRIL. 2000 LEGEND AND ABBREVIATIONS Nice no scab dotes /l • VARIES - SEE PLAN • 5' • 2R 0.5'` VARIES (13' -14') VARIES (SEE PLAN) MATCH EXISTING VARIES (11 - 14') VARIES (SEE PLAN) PROFILE GRADE MATCH EXISTING VARIES - SEE PLAN 1- A 0.5' 5' R/W 2% 2" 2.5' VAR. 'MODULAR BLOCK WALL SEE ROADWAY SECTION D VARIES - SEE PLAN ROADWAY SECTION A STA 10 +40 TO STA 13 +37 STA 13+81 TO STA 17 +50 Q 2.5 4- VAR. "MODULAR BLOCK WALL SEE ROADWAY SECTION E VARIES - SEE PLAN MODULAR BLOCK WALL, PER DETAIL SHEET D1 (5' MAX) • VARIES - SEE PLAN • VARIES - SEE PLAN 14' 0.5' D a VARIES (SEE PLAN) MATCH EXISTING 5' SIDEWALK ROADWAY SECTION D R/W VAR. 0.5' 2X ROADWAY SECTION B STA 13+37 TO STA 13 +81 STA 10 +44 TO 11 +20 LEFT 2:1 SLOPE NEEDED AT LOCATIONS WITHOUT WALL i- n a 14' PROFILE GRADE MATCH EXISTING ROADWAY SECTION C STA 17 +50 TO STA 23 +15 5' SIDEWALK NON- SHRINK GROUT 4• DIA. GALV. STEEL SLEEVE 2% 2 MATERIALS Ot ASPHALT CONCRETE PAVEMENT CLASS A. OVERLAY • ASPHALT CONCRETE PAVEMENT CLASS A O3 CRUSHED SURFACING TOP COURSE O CRUSHED SURFACING BASE COURSE p GEOTEXTILE REINFORCEMENT, 4' WIDE O0 CEMENT CONCRETE CURB AND GUTTER TYPE A. p7 COMPACTED GRAVEL BORROW O6 CEMENT CONCRETE SIDEWALK, 4• THICK • COMPACTED SUBGRADE GENERAL NOTES 1. ALL DEPTHS ARE COMPACTED DEPTHS. TOP OF WALL ELEVATION WALL CAP COMPAC UNIT 2' SET IN MIN. 12• DIAM. CONCRETE 24' DEEP 6• UNDERDRAIN PIPE LEVELING PAD PER MANUFACTURER ROADWAY SECTION E STA 11+35 TO 12+45 RIGHT 6> BOTTOM OF WALL ELEVATION fi CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 PUBLIC WORKS DEPT — ENGINEERING— STREETS— WATER — SEWER — PARKS— BUILDING- by dote desWnedRSH 04/00 drawn NWC 04/00 checked ECS 04/00 Prot on RSH 04/00 Prot dir Perteet Engineering, Inc. 10200 Bridgeport Vq 3/. Suite C -1. Iakeeood, VA Betty (2333) 004 -7138 SOUTH 150TH STREET 42 ND AVE SOUTH TO 46 TH AVE SOUTH STREET IMPROVEMENTS KING COUNTY APRIL. 2000 no dale revisions ROADWAY SECTIONS 'RS1, RS1, Me no scab � -a TA 150TH 10+ STA 10 +15 SEC. 22 T. 23 N. R. 4 E. W.M. • BEGIN CONSTRUCTION MATCH EXISTING STA 10+44 13'LT ALK STA 11+20 19.5' • ••r•ra- • • 30' LT STA 3y81 1 O ©m ©© Oc 130' LT. O O N= 1642210.2 E =174403.1 PE• Pa' CURVE DATA R T 17'48'06' 4 15'55.30- 35' 4.90' 30' 4.70' BEGIN MODULAR BLOCK WALL STA 12 +45 TCH EXISTING S:lill e1.1.19.1'mo'Iw.T!n=•r 9.2' 9.73' BUTT JOINT 0 20 40 60 SCALE IN FEET 26 LF 12- CO C. S =.002 W Z J 0 Q R T T A 09'59'07" 30' 2.62' 5.23' A 10'03'22" 35' 3.08' Elie /. 150TH 10+ STA 10 +15 SEC. 22 T. 23 N. R. 4 E. W.M. • BEGIN CONSTRUCTION MATCH EXISTING STA 10+44 13'LT ALK STA 11+20 19.5' • ••r•ra- • • 30' LT STA 3y81 1 O ©m ©© Oc 130' LT. O O N= 1642210.2 E =174403.1 PE• Pa' CURVE DATA R T 17'48'06' 4 15'55.30- 35' 4.90' 30' 4.70' BEGIN MODULAR BLOCK WALL STA 12 +45 TCH EXISTING S:lill e1.1.19.1'mo'Iw.T!n=•r 9.2' 9.73' BUTT JOINT 0 20 40 60 SCALE IN FEET 26 LF 12- CO C. S =.002 W Z J 0 KCAS BM:PK NAIL 0 SW COR. OF 42ND AVE. S. AND S. 150TH ST. ELEV. - 247.86 TOP OF CURB LT. CENTER UNE PROFILE TOP OF CURB RT. 10 +00 242.72 242.72 242.54 239.42 239.30 239.40 236.00 235.88 235.99 11 +00 232.66 232.48 232.57 229.46 229.28 229.42 226.57 226.37 226.54 223.79 223.59 223.76 12 +00 221.34 221.18 221.39 218.84 219.05 217.33 217.55 215.81 216.06 13 +00 214.89 215.12 214.03 214.27 214.74 215.02 215.83 216.09 14 +00 CONSTRUCTION TES Ol SAWCUT UTIUTY POLE AND GUY ANCHOR TO BE REMOVED BY OTHERS. ORELOCATE TRAFFIC SIGN (SEE CHANNEUZATION) 6 ORELOCATE MAILBOXES TO NEW SUPPORT PER DETAIL SHEET D1, AND CONSTRUCT SIDEWALK TAPER. OADJUST WATER METER AND BOX TO GRADE 11 ADJUST MANHOLE TO GRADE 13 REMOVE TREE lj REMOVE ROCKERY STA 10 +44 TO STA 11 +20 PLANING BITUMINOUS PAVEMENT RELOCATE FENCE AS NEEDED 23 NEW ASHPALT CONCRETE DRIVEWAY QCONSTRUCT MODULAR BLOCK WALL PER DETAIL SHEET RS1. REMOVE SIGN 0 26 CONSTRUCT CURB RAMP PER STD. PLAN F -3. DESIGN C 28 CONSTRUCT CEMENT CONCRETE APPROACH PER TUKWILA STD. PLANS RS -8C. 29 SALVAGE JERSEY BARRIER 70 CITY 37 RELOCATE NEIGHBORHOOD COLLECTION MAILBOX 32 RELOCATE "DRUG FREE ZONE" SIGN (SEE CHANNEUZATION) 0 0 0 0 0 0 0 0 0 10 0 DRAINAGE NOTES REMOVE EXISTING DRAINAGE STRUCTURE AND PIPE. INSTALL TYPE 1 CATCH BASIN INSTALL INLET INSTALL TYPE 11 CATCH BASIN INSTALL TRASH RACK REMOVE EXISTING CULVERT INSTALL VANED GRATE 25 LF STORM SEWER OUTLET PIPE 12" DW/. IE = 210.90 CB P1-9 CB TYPE I WITH 25 LF STORM SEWER OUTLET PIPE 12 DIAM. IE = 210.75 STA 13 +65 (35' RT) 36• REINFORCED CONCRETE CULVERT PIPE IE = 200.02' STA 13 +53 (36' LT) 36" REINFORCED CONCRETE CULVERT PIPE IE 200.33' WALL ELEVATIONS.,<RT) STA - TOP BOTTOM r _ 228.6 1 1+50 229.5 STA 11 +20 (13' LT) 11+75 226.6 222.8 12+00 , S A 13 +57 13' LT 218.5 12 +45 1 12" I.E 27.56' (E) t'I PLANING drown NWC II - -- - �P3 Checked ECS R " 1 12" E CB ijt'9*L11 12" R 1 M 214.11 �" I.E 21 r.94• 21 (N) .00' (E) prof eng • 04/00 , FI _ -■ proj dir IC209 Bndgelwrt t•7 5i, Suite C -1, Lakewood. W:ewood VA 98499 I 981 -7138 Ill PLAN AND PROFILE II _ 69 LFr 082 CON no revisions . L SCALE: - -- . PROF ORIZ: 1' .• RT : I. = - - -- LE 20' 20' -� PRO ABOVE OSED C P EXISTIN' _ OFILE GR C PROF' DE 2- E GRADE 11111111 STA 2 +89 (13' RT) 119 LF A 13+99 • 13' R CB RIM 12-.1 12" I E I 216.12 212.70 212.75 (E IN STA 13+ RIM 21 lY I.E 12' I.E 0 13' RT 97' 10.80' S) 10.90' E) IM 21524•' 2" LE 2 2.28' (W) • \-EXIS PR •FILE RMNC.2 1 8" I.E 8" I.E T 212.95 (W 212.90 N 4 A 12+41 (19.5' RT) _�•�r>.ws ■ ■■ 35 FT i'� __ S = - .026 FT TI'. _ +O. ONC. INL IM 217.41' LE 21'.61' E I 11 • • u39 r w• III - SCALE: -RO ORIZ: 1• = RT : 1' = m 20' 20' '- 4 •0 FT 48 LF 8" CONC. ' KCAS BM:PK NAIL 0 SW COR. OF 42ND AVE. S. AND S. 150TH ST. ELEV. - 247.86 TOP OF CURB LT. CENTER UNE PROFILE TOP OF CURB RT. 10 +00 242.72 242.72 242.54 239.42 239.30 239.40 236.00 235.88 235.99 11 +00 232.66 232.48 232.57 229.46 229.28 229.42 226.57 226.37 226.54 223.79 223.59 223.76 12 +00 221.34 221.18 221.39 218.84 219.05 217.33 217.55 215.81 216.06 13 +00 214.89 215.12 214.03 214.27 214.74 215.02 215.83 216.09 14 +00 CONSTRUCTION TES Ol SAWCUT UTIUTY POLE AND GUY ANCHOR TO BE REMOVED BY OTHERS. ORELOCATE TRAFFIC SIGN (SEE CHANNEUZATION) 6 ORELOCATE MAILBOXES TO NEW SUPPORT PER DETAIL SHEET D1, AND CONSTRUCT SIDEWALK TAPER. OADJUST WATER METER AND BOX TO GRADE 11 ADJUST MANHOLE TO GRADE 13 REMOVE TREE lj REMOVE ROCKERY STA 10 +44 TO STA 11 +20 PLANING BITUMINOUS PAVEMENT RELOCATE FENCE AS NEEDED 23 NEW ASHPALT CONCRETE DRIVEWAY QCONSTRUCT MODULAR BLOCK WALL PER DETAIL SHEET RS1. REMOVE SIGN 0 26 CONSTRUCT CURB RAMP PER STD. PLAN F -3. DESIGN C 28 CONSTRUCT CEMENT CONCRETE APPROACH PER TUKWILA STD. PLANS RS -8C. 29 SALVAGE JERSEY BARRIER 70 CITY 37 RELOCATE NEIGHBORHOOD COLLECTION MAILBOX 32 RELOCATE "DRUG FREE ZONE" SIGN (SEE CHANNEUZATION) 0 0 0 0 0 0 0 0 0 10 0 DRAINAGE NOTES REMOVE EXISTING DRAINAGE STRUCTURE AND PIPE. INSTALL TYPE 1 CATCH BASIN INSTALL INLET INSTALL TYPE 11 CATCH BASIN INSTALL TRASH RACK REMOVE EXISTING CULVERT INSTALL VANED GRATE 25 LF STORM SEWER OUTLET PIPE 12" DW/. IE = 210.90 CB P1-9 CB TYPE I WITH 25 LF STORM SEWER OUTLET PIPE 12 DIAM. IE = 210.75 STA 13 +65 (35' RT) 36• REINFORCED CONCRETE CULVERT PIPE IE = 200.02' STA 13 +53 (36' LT) 36" REINFORCED CONCRETE CULVERT PIPE IE 200.33' WALL ELEVATIONS.,<RT) STA - TOP BOTTOM 11 +35 231.4 228.6 1 1+50 229.5 225.4 11+75 226.6 222.8 12+00 223.9 220.4 12+25 221.5 218.5 12 +45 219.6 217.1 WALL ELEVATIONS (LT) STA TOP BOTTOM 10 +44 245.1 242.2 10 +50 244.6 241.5 10 +75 241.2 238.0 11 +00 238.3 234.7 11 +20 235.6 231.9 a :::) 0 ,*""(4 4. ° • ` -'- PUBLIC WORKS DEPT • - ENGINEERING - STREETS - WATER- SEWER- PARKS - BUILDING- by dote Perteet Engineering, Inc. • •AF 1 �'�^ A .e 11D1O • `� [p6 s5 "f4 - ((2..''13) _ A Qo • �v�> • 4„,:r MA( CI SOUTH 150 TH STREET 2000 �. 9ss ! _ designed R5H 04/00 42 N D AVE SOUTH TO 46 TH AVE SOUTH STREET IMPROVEMENTS KING COUNTY JANUARY P1 drown NWC 04/00 �P3 Checked ECS 04/00 prof eng RSH 04/00 , file no °~ ? 1908 proj dir IC209 Bndgelwrt t•7 5i, Suite C -1, Lakewood. W:ewood VA 98499 (253) 981 -7138 PLAN AND PROFILE f bk nc mid EXPIRES 9/30 00 EXPIRES 9/2 2000 no date revisions date / i 1 1 © I I ® 0' LT. O I I I • SEC. 22 T. 23 N. R. 4 E. W.M. • f 1 W z ULI I "i� . 0 20 40 60 SCALE IN FEET 0' RT 240 PUBLIC WORKS DEPT• - ENGINEERING- STREETS - WATER- SEWER- PARKS- BUILDING- by dote Perteet Engineering, Inc. AF+ :A �. �. +a . 12040 . �` 1 (M�` Ss Hf4 �� �� A '° .. 13242 . - �ar�i cM3'` SOUTH 150 TH STREET rile CR (13' LT) /00 �P2 - 24 220. TVPV NWC 04/00 220 SCALE RT. PRO-LE • HORIZ: 1' VERT : 1" 0 20' a zo' P3 , checked ECS 04/00 STREET IMPROVEMENTS KING COUNTY JANUARY 2000 proj en9 RSH 04/00 RIM 223.79 12' LE 220.52' 12' LE 220.50' (N) E 0209 Bndgeport .e, sr. Suite C-1. Lakewood. TA 11841N (253) 981 -7198 - 1908 � proj dir PLAN AND PROFILE gale IIN field bk rm EXPIRES 9/30 00 _ _1E/WIRES 9/2/20001.. ^o dote revisions dote 200 - 3 200 180 2hQ 220 70 LT 12' CONC 0 S = -.016 STA 18 +54 (113' LT) 180 240 S A 13' LT) CB T14+76 .. CB TYPE I SCALE PROFILE HORIZ: 1' 1 ' LE 216.55' NO RIM 12• 12' 12' 222.58" I.E 219.41' LE 219.31' LE 219.33' (%) (E) (N) 220 VERT : 1' 20' PROPOSED ABOVE EXISTING PROFILE' q PROFILE GRADE 2' GRADE _ 200 180 180 217.07 216.91 217.16 14 +00 218.44 218.28 218.54 220.24 220.07 220.31 222.21 221.96 222.15 15 +00 224.23 223.95 224.14 225.94 225.57 225.84 227.27 226.90 227.17 227.90 227.53 227.75 16 +00 228.37 228.00 228.24 228.26 227.89 228.15 228.10 227.73 227.95 227.29 226.92 227.20 17 +00 226.48 226.11 226.30 225.63 225.26 225.45 224.72 224.36 224.55 224.03 223.66 223.85 18 +00 223.52 223.15 223.34 223.22 222.85 223.04 222.97 222.60 222.79 CONSTRIION NOTES O1 SAwcUT UTIUTY POLE AND GUY ANCHOR TO BE REMOVED 2 BY OTHERS. 4 ADJUST WATER VALVE BOX TO GRADE O 6 RELOCATE MAILBOXES TO NEW SUPPORT PER DETAIL SHEET D1. AND CONSTRUCT SIDEWALK TAPER OADJUST WATER METER AND BOX TO GRADE 71 ADJUST MANHOLE TO GRADE (DO UTILITY TO BE RELOCATED BY OTHERS. 13 REMOVE TREE • 14 FIRE HYDRANT TO BE RELOCATED BY OTHERS 23 NEW ASPHALT CONCRETE DRIVEWAY 25 REMOVE SIGN 26 CONSTRUCT CURB RAMP PER STD. NtLY PLAN F -3. DESIGN C 27 EXTRUDED CURB TYPE 6 OCONSTRUCT CEMENT CONCRETE APPROACH PER 2B TUKWILA STD. PLAN RS -8C. @ jATCH TO EXISTING DRIVEWAY. CONCRETE DRIVEWAY. 0 0 0 12 13 DRAINAGE NOTES REMOVE EXISTING DRAINAGE STRUCTURE AND PIPE INSTSLL TYPE 1 CATCH BASIN INSTALL TRASH RACK CONNECT TO EXISTING DRAINAGE STRUCTURE 12' DIAM. INLET PIPE I.E. _ 220.53" •1 KCAS BM:PK NAIL 0 SW COR. OF 42ND AVE. S. AND S. 150TH ST. ELEV.- 247.88 222.74 TOP OF CURB LT. 222.37 CENTER UNE PROFILE 222.56 TOP OF CURB RT. 19 +00 KW1Lq .� 4 0 Z �. - 4. �`: Z o~ s• PUBLIC WORKS DEPT• - ENGINEERING- STREETS - WATER- SEWER- PARKS- BUILDING- by dote Perteet Engineering, Inc. AF+ :A �. �. +a . 12040 . �` 1 (M�` Ss Hf4 �� �� A '° .. 13242 . - �ar�i cM3'` SOUTH 150 TH STREET rile designed0SH04 /00 �P2 - drown NWC 04/00 - 42 ND AVE SOUTH TO 46 TH AVE SOUTH P3 , checked ECS 04/00 STREET IMPROVEMENTS KING COUNTY JANUARY 2000 proj en9 RSH 04/00 no 0209 Bndgeport .e, sr. Suite C-1. Lakewood. TA 11841N (253) 981 -7198 - 1908 � proj dir PLAN AND PROFILE gale IIN field bk rm EXPIRES 9/30 00 _ _1E/WIRES 9/2/20001.. ^o dote revisions dote • • SEC. 22 T. 23 N. R. 4 E. W.M. 26 LF 1.' CONC. S =.001 • \ 30' LT 15OTH 23 +72.00 P.O.T.= END OF PROJECT MATCH EXIST. N- 174357.3378 E =16435825290 tJT 0 28 LF 12' CONC. S=.006 30' RT lorwirdwo 0 20 THORNDYKE ELEMENTARY 40 60 SCALE IN FEET 26 LF 12' CONC. 5 =.003 _ _ J A = 91'08'00' R 10' T 10.20 L • 15.91' 240 CURB! RETURN ELEVATIONS PUBLIC WORKS DEPT. - ENGINEERING - STREETS - WATER- SEWER - PARKS - BUILDING- STATION Ohl ROADWAY T.C. ELEV. P.C. 23 +00 (14' LT) 230.54 1? STA 230.70 1 2 230.94 3 4 STA 21+77 231.46 P.T. 23 +09.99 ( 24.2' LT) 231.77 A = 91'08'00' R 10' T 10.20 L • 15.91' 240 �9 o PUBLIC WORKS DEPT. - ENGINEERING - STREETS - WATER- SEWER - PARKS - BUILDING- by STA 19 +86 (13' LT) STA 21 +14 (13' LT) STA 21+77 (13' LT) I W 1 � designedRSH04 - - - - -^ (13' LT) I I STA. 23 72 I ELEVH246 22 I I _ -- 240 220 200 180 22 200 EX RIM 12 CB TYPE 222.66' I.E 220./7' (E) 04,00 CB TYPE RIM 22 12' LE 12; I E 12 LE I .59' 220.30' 720 25; 220.20 (E W) S. C M TYPE1 I79' (W) S 229 200 • 1908 It •? 12' 12' LE 218.62 I.E 218.50 STA 22+96 10200 Bridgeport Tray S•, Suite C -1. Iakewood..A 98490 3 T l no proj dir , PLAN AND PROFILE scale field bk M no dote - f EXPIRES 9/2 2000 _ dote Id II II 63 F CONC. 132 LF F001," CONC_ S = ' I L_J 012 - CB TYPE I 180 SCALE: HORIZROFI VERT: 1' of - 20' 23 +.0 0 CONC STA 22 +60 (13' LT) KIM 219 12' LE bb 226.48' (S) EX. CB 'E I RIM 2' LE 22 221.22' (W) 240 A 19 +75 (13' RT) STA 21 +76 (13' RT) -�_ 84' BUTT JOINT 8 TYPE 1 4IM 221.60' 2' I.E 218.67' 2' LE 218.65' (N) (E) LIMITS OF PLANING CB TYPE I RIM 223.38' 12' LE 12" ' LE 12' LE 220.21' (E 217.82' 217.80' ,S 220 PROPOSED ABOVE EXISTING q PROFIL= q PROFILE GRADE 2' GRADE �- 6F 1 Y CONC. 3 75 -- _f_+. �0 120 LF 12' CONC. 201 LF 12' CONC. STA 22 +96 ('3' RT) -1- --S = +.0.1 S = -.004 CB TYPE 1 1:0 RT. SCALE: PROFILE HORIZ: 1' • VERT : 1' . 20' 20' - -- -- - - - RIM 12' 12' 12' _, 229.64 LE 226.47 LE 226.37 LE 226.45 E N STA CB 'Y R2' 23 +71 or 23 6 I E 232.85' RT) (W) 1:0 222.37 222.56 19 +00 222.25 222.44 222.13 222.32 222.01 222.20 222.14 222.33 20 +00 222.64 222.27 222.46 222.76 222.40 222.59 222.95 222.58 222.77 223.16 222.79 222.98 21 +00 223.36 222.99 223.18 223.74 223.37 223.56 224.12 223.75 223.94 224.99 224.62 224.81 22 +00 225.91 225.54 225.73 227.28 226.94 227.13 228.71 228.50 228.69 230.54 230.35 230.54 23 +00 24 +00 CONSTRUCTION NOTES 0 SAWGUT ORELOCATE TRAFFIC SIGN ADJUST WATER VALVE BOX TO GRADE ORELOCATE MAILBOXES TO NEW SUPPORT PER DETAIL 6 SHEET 01. AND CONSTRUCT SIDEWALK TAPER. 0 ADJUST WATER METER AND BOX TO GRADE 11 ADJUST MANHOLE TO GRADE 12 UTIUTY TO BE RELOCATED BY OTHERS. 13 REMOVE TREE 0 PLANING BITOMINOUS PAVEMENT OCONSTRUCT ASPHALT CONCRETE RAMP PER 18 STD. DETAIL SHEET D2. 23 NEW ASPHALT CONCRETE DRIVEWAY 25 REMOVE SIGN 27 EXTRUDED CURB TYPE 6 28 CONSTRUCT CEMENT CONCRETE APPROACH PER TUKWILA STD. PLAN RS -8C. 30 CONSTRUCT ASPHALT BERM 0 34 VAULT TO BE ADJUSTED BY OTHERS 0 0 4 0 DRAINAGE NOTES REMOVE EXISTING DRAINAGE STRUCTURE AND PIPE INSTALL TYPE I CATCH BASIN INSTALL TYPE II CATCH BASIN CONNECT TO EXISTING DRAINAGE STRUCTURE ADJUST CATCH BASIN TO GRADE REMOVE EXISTING STORM DRAINAGE STRUCTURE AND REPLACE WITH CATCH BASIN TYPE I KCAS BM:PK NAIL 0 SW COR. OF 42ND AVE. S. AND S. 150TH ST. ELEV.- 247.86 TOP OF CURB LT. CENTER LINE PROFILE TOP OF CURB RT. 0 U 4■ �9 o PUBLIC WORKS DEPT. - ENGINEERING - STREETS - WATER- SEWER - PARKS - BUILDING- by d ate Perteet Engineering, Inc. `�.pF e -. - 4/4 EMb` Ss "E•. F `� SOUTH 150 TH STREET rile I W 1 � designedRSH04 /00 42 ND AVE SOUTH TO 46 TH AVE SOUTH STREET IMPROVEMENTS KING COUNTY JANUARY. 2000 drown NWC 04,00 04/00 C ``• (:': ' Z♦ ANL EMS` • 1908 It •? pro en I gRsH 04/00 10200 Bridgeport Tray S•, Suite C -1. Iakewood..A 98490 (253) 961 -7138 no proj dir , PLAN AND PROFILE scale field bk M no dote revisions EXPIRES 9/30 00 _ EXPIRES 9/2 2000 _ dote Id • EDGE Or s/w I1 1 II II II SIGN INSTALLATION DETAIL N.T.S. 10' EXPOSED AGGREGATE CONCRETE STREET CURB TYP. MAILBOX STAND PLAN N.T.S. PUBLIC WORKS DEPT — ENGINEERING— STREETS — WATER — SEWER — PARKS— BUILDING- 0.15' LENGTH AS SHOWN 2" ASPHALT CONCRETE PAVEMENT CL. A" OVERLAY EXISITNC A.C. PAVEMENT TO BE PLANED EXISTING ROADWAY SEE STD. SPECS ' PLANING BITUMINOUS PAVEMENT' BUTT JOINT PLANING DETAIL N.T.S. 2 EA.: 3 /8'X7 -1/2" GALV. BOLT WITH NUT AND WASHER (TYP) 4X4 WOOD POST (TYP.) FOR MAILBOX STANDS II II U MAILBOX STAND TYPE "A" N.T.S. 5 .e.rxx X11 11112" 17" 12" EMENT CONCRETE 8' -0" MAX. CEMENT CONCRETE 4" CEMENT CONCRETE �x�cirxx i irxxirx PEDESTRIAN HANDRAIL DETAIL N.T.S. TYP. MAILBOX STAND SECTION N.T.S. 14:1 ow) () CEMENT CONCRETE MAILBOX STAND TYPE "B" N.T.S. by dote desk9nH 04/00 drown NWC 04/00 checked ECS 04/00 Wei end ISH 04/00 proj dir Geld bka Perteet K. Engineering, Inc. 07A9 Bridgeport ■e7 St. Suite C-I. lakaood. to WOO (253) 631 -7153 SOUTH 150 TH STREET 42 ND AVE SOUTH TO 46 TH AVE SOUTH STREET IMPROVEMENTS KING COUNTY APRIL 2000 MISCELLANEOUS DETAILS 4t Eiq 0 ■1110=11■INr X01• D2 , fife no scale date • SEE PLAN FOR PAVEMENT/ SIDEWALK SECTIONS GENERAL NOTE; TRENCH DETAIL SHOWS TYPICAL CONDUIT SPACING. SIZES AND ORDER OF CONDUITS VARY SEE PLANS. SEATTLE CITY LIGHT CONDUIT ALIGNMENTS ARE SHOWN ON THE UNDERGROUND UTILITY PLANS. US WEST AND AT &T CONDUITS WILL BE INSTALLED BY OTHERS. 3/4 " DIA. FRAME 1/2 " SCH 40 ALUM. PIPE ( 3/4 " O.D.) ANCHOR STRAPS BEVELED PIPE END TO FIT INNER DIAM. OF PIPE VIEW "A" 36" US WEST AT &T • SEATTLE CITY LIGHT • v• • .f- s. • • SIDE VIEW END VIEW TRASH RACK DETAIL NTS END TO BE WELDED TO FRAME IE 200.33 COMPACT SUBGRADE (DEPTH VARIES) HAND COMPACTED SAND BEDDING HAND COMPACTED SAND BEDDING TRENCH DETAIL NTS REMOVE AND REPLACE EXISTING RIP -RAP IE 210.90 4' etrave- 12.r. 25 1,F 12" CONC. S = 0.002 FT /FT 36" CONCRETE PIPE INLET GENERAL NOTES UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORED DATA AS FOUND ON DRAWINGS AND SCHEMATICS PROVIDED BY UTILITY AUTHORITIES. ADDITIONAL UTILITIES OR A VARIANCE IN THE LOCATION OF UTILITIES MAY BE ENCOUNTERED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY UTILITY LOCATION'S IN THE FIELD PRIOR TO CONSTRUCTION. D =8"O WATER 00 =8. SANITARY SEWER = 85 LF OF CURB OR SIDEWALK MIN. 2" ASPHALT CONC ELEVATION t EXISTING DRIVEWAY OR SHOULDER 12:1 RETE 6' / In (,SIDEWALK FACE OF CURB — — D =2 "o GAS CROSS SECTION A -A NTS PLAN VIEW ASPHALT CONC. RAMP NTS INLET PIPE ZONE BACKFILL 25 LF 12" CONC. S = 0.002 FT /FT S = 0.0004 FT /FT GRAVEL BACKFILL FOR PIPE ZONE BEDDING COMPACTED SUBGRADE RIP RAP It 210.75 IE 200.02 F 0 N PUBLIC WORKS DEPT - ENGINEERING- STREETS - WATER- SEWER - PARKS - BUILDING- date designe• 04/00 drown CZ � 04/00 checked 3�:1! 04/00 proj eng 04/00 proj dir Geld bk • Perteet Engineering, Inc. 10209 Bridgeport Tay Sf, Suite C-1, takeeaod. VA 98499 (253) 984 -7138 EXPIRES 9/30/00 EXPIRES 9/2/2000 no dote revisions SOUTH 150 TH STREET 42 ND AVE SOUTH TO 46 TH AVE SOUTH STREET IMPROVEMENTS . KING COUNTY JANUARY, 2000 MISCELLANEOUS DETAILS D2 D2 file no scale date i w PLASTIC CROSSW2J PER STO. PLAN /RS =19. STA 10 +33 PLASTIC STOP BAR (SOLID WHITE 24") �EGIN DOUBLE CENTER STRIPE 11100 STA 11+33 END DOUBLE CENTER STRIPE STA 11+89® 12100 OP • SEC. 22 T. 23 N. R. 4 E. W.M. 1 STA 13 +00® S. 150TH ST. STA 14+07® STA 14 +960 IA MATCHLINE - SEE ABOVE STA 16 +88 t 4 1• —DOUBLE - YE▪ ttOw CENTER STRIPE ■ L STA 11 STA 19 +22© 1—J 17 1 I STA 20 +2 21(3) �j STA 21 +17om j1 STA 21+95 21 r r STA 22 +173 rT \ r A . N co 1" STA 16 +60 (RT.) S. 150TH ST. SERVICE CABINET STA 18+12 RT. 41:1 STA 19+32 (RC ITHORNDYKE ELEMENTRY iSTA 0+62 (RT.) O 30 60 90 SCALE IN FEET A 21+92 RT OMNI 16+08.,..... , W CO W W U) w z 2 U — ~Q L NEW SIGN AND POST O SIGN NOTE �-I . SIGN ON LUMINAIRE POLE 9=1\ RELOCATE EXISTING SIGN TO FROM L WIRE NOTE GENERAL NOTE; ALL SIGNS TO BE TURNED TO FACE TRAFFIC 30'. LUMINAIRE SCHEDULE RUN NO. CONDUIT SIZE CONDUCTOR CIRCUIT COMMENTS 1 2" 2 • B ILLUM. LUMINAIRE 2 2" 2 • 8 ILLUM. 21' RT 3 2" 4.8 ILLUM. LUMINAIRE LUMINAIRE Ig�� SIGN SCHEDULE I a7 DESCRIPTION LOCATION OFFSET POST TYPE 1 NO PARKING R7 -102 (12" X 18) RIGHT 11 +33 21' RT LUMINAIRE 2 NO PARKING R7 -102 or X 18') RIGHT 11 +89 21' LT 21' RT 3 SPEED UMIT 12 +50 21' RT LUMINAIRE LUMINAIRE 4 NO PARKING R7 -102 (12" X 18 ") BOTH 12 +50 21' RT 5 NO PARKING R7 -102 (12' X 18 ') BOTH 13 +00 21' LT 10 6 NO PARKING R7 -102 (12" X 181 BOTH 13 +80 21' RT LUMINAIRE 7 DRUG FREE ZONE 13 +80 21' RT LUMINAIRE 8 NO PARKING R7 -102 (12" X 18') BOTH 14 +07 21' LT 19 +32 9 NO PARKING R7 -102 (12" X 18 ") BOTH 14 +96 21' LT 8 t0 NO PARKING R7 -102 (12" X 181 BOTH 15 +20 21' RT LUMINAIRE n SCHOOL ADVANCE S1 -1 (36" X 36 ") 15+20 21' RT LUMINAIRE 12 NO PARKING R7 -102 (12' X 18 ") BOTH 16 +08 21' LT 13 NO PARKING R7 -102 (12' X 18') BOTH 16 +60 20' RT LUMINAIRE 14 NO PARKING R7 -102 (12" X 18 ") BOTH 16 +88 21' LT 15 NO PARKING R7 -102 (12" X 18" BOTH 18 +12 21' RT LUMINAIRE 16 NO PARKING R7 -102 (12" X 181 BOTH 18 +13 21' LT 17 NO PARKING R7 -102 (12' X 18 ') BOTH 19 +22 21' LT 15 NO PARKING R7 -102 or X 18 ") BOTH 19 +32 21' RT LUMINAIRE 19 NO PARKING R7 -102 (12' X 18') BOTH ;20+22 21' LT 20 NO PARKING R7 -102 (12' X 18 ") BOTH 20+62 21' RT LUMINAIRE 21 NO PARKING R7 -102 12' X 18') BOTH 21+17 21' LT 22 NO PARKING R7 -102 (12" X 181 RIGHT 21 +92 21' RT LUMINAIRE 23 SCHOOL ADVANCE S1 -1 (36" X 36) BOTH 21+95 21' LT 24 NO PARKING R7 -102 (12" X 18') RIGHT 22 +17 21' LT I LUMINAIRE SCHEDULE I LUM. NO. LOCATION OFFSET MOUNTING HEIGHT ARM LENGTH COMMENTS 1 11 +33 21' RT 30' 10 100 WATT 2 12 +50 21' RT 30' 10 100 WATT 3 13+80 21' RT 30' t0 100 WATT 4 15 +20 21' RT 30' 10 100 WATT 5 16+60 20' RT 30' 10 100 WATT 6 18 +12 21' RT 30' 10 100 WATT 7 19 +32 21' RT 30' 10 100 WATT 8 20+62 21' RT 30' 10 100 WATT 9 21 +92 21' RT 30' 10 100 WATT PUBLIC WORKS DEPT. — ENGINEERING — STREETS— WATER— SEWER— PARKS— BUILDING- by dote designedtesH drown NWC checked ECS proj en9 RSH proj dir 04/00 04/00 04/00 04/00 rod bk AC Perteet Engineering, Inc. 889 Bridgman 971 311. Saila C -I. tak..aoa. fA 88119 (153) 98-7136 SOUTH 150 TH STREET 42 ND AVE SOUTH TO 46 TH AVE SOUTH STREET IMPROVEMENTS KING COUNTY JANUARY, 2000 CHANNELIZATION, ILLUMINATION, & SIGNING file no W 0 score dote • • JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES. WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2'x2' BY 14 Go. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED u —H. IIPII 11. n -. „_ II II II II -11.11.11=11=w-- -11=41.11-11 f- .Jl -tl 7r U 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING 15 USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE CATCH BASIN / GRATE INLET WITH GRATE FILTER FABRIC MINIMUM 4'x4' TRENCH 2' MIN. 12" MIN. BACKFILL TRENCH WITH NATIVE SOIL OR 3/4 " -1.5' WASHED GRAVEL 2x4" WOOD POSTS, STEEL FENCE POSTS. REBAR, OR EQUIVALENT SILT FENCE DETAIL N.T.S. ADAPTER BOOT RETRIEVAL STRAP OVERFLOW OIL ABSORBENT MATERIAL SEDIMENT WATER OUTLET NOTE: CATCH BASIN FILTERS SHALL BE INSTALLED ON EACH EXISTING CATCH BASIN PRIOR TO CLEARING AND GRUBBING ANY UPHILL AREA. CATCH BASIN FILTERS SHALL BE INSTALLED ON NEW CATCH BASINS IMMEDIATELY AFTER CONSTRUCTION. THE FILTERS SHALL REMAIN FUNCTIONAL UNTIL THE UPHILL AREA IS STABILIZED OR THE CATCH BASIN REMOVED. THE FILTERS SHALL BE "STORM WATCH CATCH BASIN INSERTS' FOR SEDIMENT ONLY. DISTRIBUTED BY PRICE —MOON ENTERPRISES, OR AN EQUAL APPROVED BY THE ENGINEER. INTERIM CATCH BASIN FILTER PROTECTION i N.T.S. DWG • T 4t 0 PUBLIC WORKS DEPT. — ENGINEERING — STREETS — WATER— SEWER— PARKS— BUILDING- by dote designedeSH 04/00 drown NWC 04/00 checked ECS 04/00 Mai on9 RSH 04/00 prof air role tk nC Perteet Engineering, Inc. O200 Bridgeport lay SV. Sup. C -1. I.basod. BA 90100 (E33) g04 -7130 EXPIRES 9/30/00 SOUTH 150 TH STREET 42 ND AVE SOUTH TO 46 TH AVE SOUTH STREET IMPROVEMENTS KING COUNTY JANUARY, 2000 no dote revisions TESC PLAN rile no scale dote 1 SEC. 22 T. 23 N. R. 4 E. W.M. .-1 }:rL:o co LJ 171.00 S; -150TH -SF.- A9 THORNDYKE ELEMENTRY 0 30 60 90 SCALE IN FEET 21t00 cC, ----G aro L-- 9 ; I C] 10 Mir -- CONSTRUCTION NOTES 0 INSTALL SILT FENCE AS DIRECTED BY ENGINEER GENERAL NOTES 1.INSTALL INTERIM CATCH BASIN FILTER eRoTEcnoN ON ALL EXPOSED CATCH HASINS. PUBLIC WORKS DEPT —ENGINEERING—STREETS—WATER—SEWER—PARKS—BUILDING- by date design 04/00 drone NWC 04/00 checked ECS 04/00 Frei diva RSH 04/00 proj dir Perteet Engineenng, Inc. 0209 Bridgeport toy Sr. Suite C-I. Wowed. VA NM (253) 084-7130 SOUTH 150 TH STREET 42 ND AVE SOUTH TO 46 TH AVE SOUTH STREET IMPROVEMENTS KING COUNTY JANUARY, 2000 file no scale dote 42ND AVE. S S SEC. 22 T. 23 N. R. 4 E. W.M. I 11— LT STUD AND CAP 1-2 1 PVC I1 SCH. 40 AT PROPERTY UNE MARK STUB WTH 4X4X6 POST li 3 I i r HANDHOLE -620 2 -3' 4 -4. ISTUB AND CAP MI i-21/2* PVC SCH. 40 AT PROPERTY UNE MARK STUB INTH 4X4X8 POST _ 11 R /W) HANDHOLE -622 E 20ONC 36 C. 11 00 s S. 150TH ST. / r---; 'STUB AND CAP 1-2 1/2_FJVC T' SCH. 40- APROPERTY UNE J MARK ,S11.18 MATH 4 %4X6 POST 1 i 2 -r 2—e0 - — VAULT -701 ,�OO.02 5 CONC. )cc NEW U11U1Y POLE TO BE INSTALLED BY OTHERS 1. ALL THE VAULTS WILL BE SIZE 577. 2. A THE HANDHOLES SIZE TO BE 233. 3. ALL THE CONDUITS TO BE SCH 40 OR OTHER WISE NOTED. 4. TRENCH WILL PROVIDE FOR POWER, TELEPHONE, AND CABLE. PUBLIC WORKS DEPT. Z — ENGINEERING — STREETS— WATER— SEWER— PARKS— BUILDINC- c) checked Pro) eng Prof air fidd bk 04/00 84/00 0 20 40 60 SCALE IN FEET Perteet Engineering, Inc. 0200 Bridppat Way SW; Saito C -I. Lakewood. WA NNW (253) 1154 -7136 ®SECONDARY TERMINAL POLE 172 I' STUB AND CAP 1 -2 1/2' PVC SCH 40 AT PROPERTY UNE MARX STUB NA]H 4X4X8 POST O MATCH SOUTH . 150 TH STREET 42 ND AVE SOUTH TO 46 TH AVE SOUTH STREET IMPROVEMENTS KING COUNTY JANUARY. 2000 no dote revisions UNDERGROUND POWER AND COMMUNICATIONS roe no woks dote 1 0 • • SEC. 22 T. 23 N. R. 4 E. W.M. STUB AND cAP 1 -2 1/2' PVC r l sal. AT PROPER . u 4p NE r � MARX STUB NTH 4x4%8 POST _ I I 1 STUB IAND CAP 1 -2 1 (2 PVC DETENTION POND I 4 48U L HANOHOLE -624 VAULT -703 II G G 2 -3 41•1111t1111111111111511111� S 0 0 W 19470 2 -3' ▪ N NEw UTUJTYI POLE TOM INSTALLED BY OTHERS ■ STUB AND CAP 1 -2 1/2 PVC SCH. 40 AT PROPERTY UNE MARX STUB NTH 4X4X8 POST o 4 PUB AND CAP 1-2_1/2- soL 40 AT PROPERY UNE MARK STUB NTH 4X4X8 P05 ® TERMINAL POLE 121 1. AU. THE VAULTS WILL BE SIZE 577. 2. A THE HANDHOLES SIZE TO BE 233. 3. ALL THE CONDUITS TO BE SCH 40 OR OTHER WISE NOTED. 4. TRENCH WILL PROVIDE FOR POWER. TELEPHONE. AND CABLE. 0 20 40 60 SCALE IN FEET' 1 TUB-AND SCH. 40A PPRO 'aERTY UNE MARX STUB NTH 4X4X8 POST 1 1 I 1 1 I 11 I I I I VAULT -704 N 4 W 2 0 PUBLIC WORKS DEPT. — ENGINEERING — STREETS— WATER — SEWER — PARKS— BUILDING- by designedipsH drown NVC dat. 04/00 04/00 checked fa 04/00 Wei eng woi dir RSH 04/00 Perteet Engineering, Inc. 0200 61d{.parl t.1 3!. Saa. C -1. LAb.00& VA 0!100 PEA 004 -7131 • SOUTH 150 TH STREET 42 ND AVE SOUTH TO 46 TH AVE SOUTH STREET IMPROVEMENTS KING COUNTY JANUARY, 2000 no dat. revisIons UNDERGROUND POWER AND COMMUNICATIONS Olen scale dat. 4. i SEC. 22 T. 23 N. R. 4 E. W.M. STUB AND CAP 1-21/2" PVC SO4 40 AT PROPERTY LINE. STUB AND CAP 1 -2 1 PVC HARK STUB MATH 4X4X8 POST SCH. 40 AT PROPERTY UNE I MARK STUB MATH 4X4X8 POST I 1 OLE -626 -7 t STUB A110 CAP 1 -2 1 PVC SCH. 40 AT PROPERTY UNE HARK Snm WTh 4X4X8 one _ I STUB AND C �PpR01P -E2 TI PVC l 1 MARX STUB MAIM 4X4X8 �T HANDHOLE -627 TERMINAL POLE 1121 105-003—s Lai M s fG S 20 1-00 -- S 1.00 5.- 150TH ST., VAULT -705. 1. ALL THE VAULTS WILL BE SIZE 577. 2. A THE HANDHOLES SIZE TO BE 233. 3. ALL THE CONDUITS TO BE SCH 40 OR OTHER WISE NOTED. 4. TRENCH WILL PROVDE FOR POWER, TELEPHONE, AND CABLE. G G _VAULT -706— 0 O 2 -2 1/2• THORNDYKE ELEM. SCHOOL 0 20 • 40 60 SCALE IN FEET E G 11/0_►1--t i I 4t E-4 0 ANIMA PUBLIC WORKS DEPT. — ENGINEERING — STREETS— WATER— SEWER— PARKS — BUILDING- by dote drown SH 04/00 INC 04/00 checked ECS 04/00 Wei «w Oral dir RSH 04/00 Perteet Engineering, Inc. 0700 Brickwork Vey 50, Me C -1. Lane* VA MS (23) 904 -7198 SOUTH 150 TH STREET 42 ND AVE SOUTH TO 46 TH AVE SOUTH STREET IMPROVEMENTS KING COUNTY JANUARY, 2000 no dote revisions UNDERGROUND POWER AND COMMUNICATIONS Me no dote