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HomeMy WebLinkAboutSEPA EPIC-09-89 - CITY OF TUKWILA / PUBLIC WORKS - STREET IMPROVEMENTSSTREET IMPROVEMENTS FOR CITY OF TUKWILA S. 156T" ST. /NELSON PLACE / S. 158T" ST. / SR -181 WEST VALLEY HIGHWAY EPIC 9 -89 WAC 197 -11 -970 Description of Proposal DETERMINATION OF NONSIGNIFICANCE STREET IMPROVEMENTS OF SOUTH 156TH STREET (SR -181 TO NELSON PLACE, NELSON PLACE (S. 156TH STREET TO S. 158TH STREET), SR -181 (WEST VALLEY HWY) (S. 158TH STREET TO I -405) Proponent CITY OF TUKWILA PUBLIC WORKS DEPARTMENT Location of Proposal, including street address, if any SOUTH 156TH STREET (SR -181 TO NELSON PLACE, NELSON PLACE (S. 156TH STREET TO S. 158TH STREET) SR -181 (WEST VALLEY HWY] & (S. 158TH STREET TO I -405). Lead Agency: City of Tukwila File No. EPIC -9 -89 The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. J There is no comment period for this DNS This DNS_is issued under 197 -11- 340(2). Comments must be submitted by . The lead agency will not act on this proposal for 15 days from the date below. Responsible Official Rick Beeler Position /Title Planning Director Address 6200 Southcenter Boulevard, Date �J 00;1437 Signature Phone 433 -1846 'A 98 :8 You ma appeal this determination to the City Clerk at City Hall, 6200 Southcenter Boulevard, Tukwila, WA 98188 no later than 10 days from the above date by written appeal stating the basis of the appeal for specific factual objections. You may be required to bear some of the expenses for an appeal. Copies of the procedures for SEPA appeals are available with the City Clerk and Planning Department. FM.DNS II • •• • ENVIRONMENTAL CHECKLIST FOR STREET IMPROVEMENTS of SOUTH 156TH STREET (SR -181 TO NESLON PLACE) NELSON. PLACE (S. 156TH ST. TO S. 158TH ST. SR -181 (WEST VALLEY HWY) (S. 158TH ST TO I -405) SUBMITTED: April 19, 1989 To City of Tukwila 1600 Southcenter Blvd. Tukwila, Wa. 98138 (206) 363-1800 Prepared by Michael Runyon Company, AIA 3004 NE 125th Street Seattle, Wa. 98125 (206) 363-4280 4Rce4 ,fid gob 3 ,/ - /S-kf RFnE VED APR 1 9 1989 TUKWILA PUBLIC WORKS TABLE OF CONTENTS SECTION PAGE NO. TABLE OF CONTENTS VICINITY MAP 11 A. BACKGROUND 1 B. ENVIRONMENTAL ELEMENTS 5 C. SIGNATURE 18 D. SUPPLEMENTAL SHEET FOR NON PROJECT ACTIONS 19 E. SUPPLEMENTAL SHEET FOR ALL PROJECT AND NONPROJECT PROPOSALS 21 * • • • VICINITY MAP NOT TO SCALE • • • Control No Epic File No Fee $100.00 Receipt No ENVIRONMENTAL CHECK LIST A. BACKGROUND 1. Name of proposed project, if applicable: 5156TH and Improvements to Nelson P1 and 5R -181. 2. Name of applicant: Robert Poon as a Nominee for New Century 3. Address and phone number of applicant and contact person: c/o Agent: Michael Runyon Company. AIA 3004 NE 125th ST Seattle. Wa. 98125 (206) 363 -4280. Contact person: Michael Runyon. AIA. 4. Date Checklist prepared: April 19. 1989. 5. Agency requesting Checklist: City of Tukwila 6. Proposed timing or schedule (including phasing, if applicable): Immediate. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain: 1. Washington State Department of Transportation provided signalization 1 -405 Northbound Exit 1 at intersection with SR -181. This work is included in the Current ,HOV Project under construction. Cost to be paid for by the applicant 2. Development of a hotel on adjacent site East of SR -181 and Environmental Checklist 8602 4/19/89 Page 2 TO BE COMPLETED BY APPLICANT North of Proposed S. 156th. 8. List any environmental information you know that has been q AP prepared directly prepared, or will be prepa y related to this proposal. Geotechnlcal investigation and Environmental Site assessment. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes explain. NO. 10, List any governmental approvals or permit that will be needed for your proposal. City Street Construction Permit. Plans and specifications submitted January 1988: revised October 7. 1988 i;Final revisions being prepared to be submitted for approval April 27. 1989 State Construction permit (granted upon issuance of City permit). Federal and State approval for breaking restricted access (granted 8/23/88. 10/7/88). Vacation of a portion of Nelson Place Approved December. 21. 1987. Filed April 19.1989. Channelizatlon Plan approval Granted July. 1987. Relinquishment of reversionary rights on Nelson Place by WSDOT (Quitclaimed March 22. 1989). Deeding of Property by Applicant to State for creation of Right of Way for South 156th Street (Deeded March 22. 1989). Quit Claim of the S. 156th Right of Way By State to City of Tukwila (deeded March 22. 1989). Development Agreement between City. and Applicant with benefit to State executed April 21. 1987: extended May 5. 1988: amended Environmental Checklist 4/19/89 Page 3 TO BE COMPLETED BY APPLICANT 8602 and redrafted April 19. 1989 . 1 1. Give a brief description of your proposal, including the proposed use 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. Section E. requires a complete description of the objectives and alternatives of your proposal and should not be summarized here. Construction of a new 60 FT 4 -lane street (5.156th) with one Curb and sidewalk on the north side. curb only on south side with storm drain system and street lighting. Redesign of Nelson Place from intersection of S. 156th to 5.158th to 40 FT Standard street with construction only of a storm drain system. Widening of of the east margin of SR -181 from a point north of S. 158th to 1 -405 overpass including curbs. Construction of sidewalk on east side of SR -181 north of S.156th. Extension of existing 12 inch watermain from S. 158th to the 1 -405 over pass. The new right of way to be created S. 156th is approximately 19.689 SF. Nelson Place is approximately 24.000 SF. The portion of SR -181 to be widened is approximately 13.400 SF and is contained within existing right of way. The watermain extension is to be buried within the existing right of way. The new storm drainage system will temporarily be utilized as a detention system with the surfaces of S156th and Nelson Place providing overflow capacity until the City connects to the system atS 158th. 12. 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, and section township and range, if known. 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 plans required by the agency, • 41 • • Environmental Checklist 8602 4/19/89 Page 4 TO BE COMPLETED BY APPLICANT you not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. S. 156th Street will be located between SR -181 and Nelson Pl. in line with and at the terminus of the northbound leg of Exit 1 from 1 -405 at its intersection with SR -181 ( it will form the fourth leg of the existing three legged light at this intersection). The improvements to SR -181 will occur from a point North of S. 158th to the 1 -405 overpass North of S. 156th. The waterline extension will begin with a crossing from the West side to the East side of SR -181 at S 158th then from S. 158th to 1 -405 generally in the East margin of SR -181. 13. Does the proposal lies within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? No. Environmental Checklist 4/19/89 Page 5 TO BE COMPLETED BY APPLICANT 8602 B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site: Flat Evaluation for Agency Use Only b. What is the steepest slope on the site (approximate percent slope) ? Q c. What general types of soils are found on the site ? Soft to medium stiff silt underlain by dense to very dense sand. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Grubbing and clearing - 300 to 500 yards of soil, concrete & organic material to be removed to a licensed dump site. Fill - 600 to 700 yards of gravel base for pavement from approved sources. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. 1`f g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 100% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: During construction appropriate measures to be taken are • • Environmental Checklist 8602 4/19/89 Page 6 TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only Specified to mitigate Incidental movement of soil Dy water movement due to storms. Installation of a storm water drainage system in S. 156th and Nelson Place to connect to the proposed new system for the area.The new storm drainage system will temporarily be utilized as a detention system with the surfaces of 5156th and Nelson Place providing overflow capacity until the city connects to the system at 5.158th. At present there is no storm water drainage system in Nelson Place 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Auto odors. noise and exhaust gases. Dust and noise during construction from construction equipment during construction hours for approximately three (3) months. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. JLQ. c. Proposed measures to reduce or control emissions or other impacts to air, if any: mufflers on combustion engine powered construction equipment and application of water for dust control when appropriate. 0 * • • Environmental Checklist 4/19/89 Page 7 TO BE COMPLETED BY APPLICANT 3. Water a. Surface: 8602 Evaluation for Agency Use Only 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. The Green River is located to the West of the project area. 2) Will the project require any work over, in or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. None. 5) Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan? 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. • * • Environmental Checklist 8602 4/19/89 Page 8 TO BE COMPLETED BY APPLICANT b. Ground: Evaluation for Agency Use Only 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. N 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. Not applicable. 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 into other waters? If so, describe. Rain. Catch basins and storm drain system. Storm water runoff will flow to P -1 channel when intervening segment completed by the City. 2) Could waste materials enter ground or surface waters? If so, generally describe. yes. If spilled or dumped onto streets or down storm drains. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Storm . system design per City Plan. The new storm • Environmental Checklist 8602 4/19/89 Page 9 TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only drainage system for S. 156th and Nelson Place r will temporarily be utilized as a detention system • , with the surfaces of 5156th and Nelson Place overflow capacity until the City;' connects to the system at S. 158th. 4. Plants a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other n/a evergreen tree: fir, cedar, pine, other shrubs grass n/a pasture n/a crop or grain n/a wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other n/a water plants: water lilly, eelgrass, milfoil, other n/a other types of vegetation b. What kind and amount of vegetation will be removed or altered? Grass.weeds 60 ft of shrubs and two deciduous trees. c. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: None, It is either presently a street or are proposed street. 0 • • • Environmental Checklist 8602 4/19/89 Page 10 TO BE COMPLETED BY APPLICANT 5. Animals Evaluation for Agency Use Only a. Circle any birds and 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: None. mammals: deer, bear, elk, beaver, other: None. fish: bass, salmon, trout, herring, shellfish, other: None b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so, explain. No d. Proposed measures to preserve or enhance wildlife, if any: None. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed projects energy needs? Describe whether it will be used for heating, manufacturing, etc. None other than a minimal amount of hydroelectric power for street lighting. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. lam. 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: Energy efficient luminaires. • • Environmental Checklist 4/19/89 Page 11 TO BE COMPLETED BY APPLICANT 7. Environmental Health 8602 Evaluation for Agency Use Only 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. N 1) Describe special emergency services that might be required. None. 2) Proposed measures to reduce or control environmental health hazards, if any: Appropriate Grogram s for construction personnel on use of equipment and materials b. Noise 1) What types of noise exists in the area which may affect your project (for example: traffic, equipment, operation, other)? None. 2) What types and levels of noise would be created by or associated with the project on a short -term or a long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Normal construction noise during daylight. hours. 3) Proposed measures to reduce or control noise impacts, if any: Mufflers on all combustion equipment. 8. Land and Shoreline Use a. What is the current use of the site and adjacent Environmental Checklist 8602 4/19/89 Evaluation for TO BE COMPLETED BY APPLICANT zot)) 611 Page 12 Agency Use Only #it properties? On site is Vacant and /or unimproved Fr V street right of way. Along SR -181 there are three G" business and two vacant parcels. Along proposed 5 156th there is a vacant parcel to the North and a landscaping businesses office and vehicle yard to the South. Along Nelson Place there is a unoccupied Puget Power Right of Way adjacent to. the East side of area where construction is to occur and four business across the road to the West, b. Has the site been used for agriculture? If so, describe. No. c. Describe any structures on the site. None. d. Will any structures be demolished? I f so, what? e. What is the current zoning classification of the site? M -1 --LIGHT INDUSTRY f. What is the current comprehensive plan designation of the site? M -1 g. If applicable, what is the current shoreline master program designation of the site? N /A. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. N /A. 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. 10. Aesthetics a. What is the tallest height of any proposed structures, not including antennas; what is the principal exterior building material(s) proposed? 6 inches Concrete curb. b. What views in the immediate vicinity ;would be � altered or obstructed? An East -West view corridor would be created ,by construction of the new street s(S 156th). No Views would be obstructed by the project. • 1 • • Environmental Checklist 8602 4/19/89 Page 14 TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only c. Proposed measures to reduce or control aesthetic impacts, if any: N/A. 11 Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? City standard street lighting, Sunset to sunrise. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. The lighting is reauired as a safety requirement to facilitate walking or driving. c. What existing sources of off site light or glare may affect your proposal? NONE. d. Proposed measures to reduce or control light and glare impacts, if any: Conform to to City Standards for street lighting. 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? Horseracing. b. Would the proposed project displace any existing recreational uses? If so, describe. No. It will facilitate access to and from Longacres. c. Proposed measures to reduce or control impacts on recreation, including recreational opportunities to be provided by the project or applicant, if any: The improvements will enhance both vehicular and pedestrian access to Longacres race track. Provision of sidewalks will provide additional • • • Environmental Checklist 4/19/89 Page 15 TO BE COMPLETED BY APPLICANT 8602 recreational opportunities for walking. 13. Historic and Cultural Preservation Evaluation for Agency Use Only 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. NO. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. NONE. c. Proposed measures to reduce or control impacts, if any: N /A. 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. 1 -405. SR -181 (West Valley Highway). Nelson Place. and, S 158th Street. See Tukwila plans dated 10 October 1988 Sheets 1 -6 Nelson Place. SR -181. 156th See Washington State Department of Transportation plans for widening and improvements to SR -181 sheets 1 -3 dated 10 October 1988. b. Is the Site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. Concurrent with site. c. How many parking spaces would the completed • 0 • • Environmental Checklist 8602 4/19/89 Page 16 TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only project have? How many would the project eliminate? No Parking is Provided. it -is a controlled access area, No parking is eliminated. 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). Yes. the project is a new Public street and improvements to existing public streets to be constructed privately with private funds for benefit of and the improvements dedicated to the City. e. Will the project use (or occur within in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. Yes There are two rail lines within 500 feet. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. NONE g. Proposed- measures to reduce or control transportation impacts, if any: The project is a measure to reduce or control traffic impacts in the area including the impact of a future hotel project to the North., 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. It would require some additional public services for maintenance. b. Proposed measures to reduce or control direct * • Environmental Checklist 4/19/89 Page 17 TO BE COMPLETED BY APPLICANT 8602 Evaluation for Agency Use Only impacts on public services, if any. The project would reduce fire and police protection service costs within the project area by Providing improved water service for fire protection and reduce police service costs by improving pedestrian and vehicular facilities which would reduce risk of accidents and traffic jams reauiring police assistance. The project will provide additional access routes facilitating police and emergency services vehicles transit of the project area. 16. Utilities a. Circle utilities concurrently available at the site: electricity. natural gas. water. refuse service, telephone. sanitary sewer. septic system. other. All of the above utilities are currently available at the site. 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. Storm Drainage (Tukwila). street lighting Puget Power). and extension of a 12 inch water main from S. 158th along SR -181 to the general vicinity of 1 -405 at the North to reinforce and extend the City's grid (City of Tukwila). The storm drainage and Water line will be installed at applicants expense. The Power reauirements will be fed from existing facilities adjacent to the Environmental Checklist 4/19/89 Page 18 TO BE COMPLETED BY APPLICANT C. Signature 8602 Evaluation for Agency Use Only The above answers are true and complete to the best of my knowledge. I understand that lead agency is relying on them to make its decision. Signature: Michael J. Runyon, AIA .s agent for Date Submitted: bert Poon • • Environmental Checklist 8602 4/19/89 Page 19 TO BE COMPLETED BY APPLICANT D. SUPPLEMENTAL SHEET FOR NON PROJECT ACTIONS (do not use this sheet for project actions) Evaluation for Agency Use Only Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise. Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: • • • • Environmental Checklist 4/19/89 Page 20 TO BE COMPLETED BY APPLICANT 8602 Evaluation for Agency Use Only 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: S. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to reduce shoreline and land use impacts area: How does the proposal conform to the Tukwila Shoreline Master Plan? 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. 8. Does the proposal conflict with the policies of the Tukwila Comprehensive Land Use Policy Plan? If so, what policies of the plan? Proposed measures to avoid or reduce the conflicts are: ■ Environmental Checklist 6602 ■ 4/ 19/89 Evaluation for Page 21 Agency Use Only 1. What are the objectives of the proposal? Construct a new , street (S. 156th) to create new access from SR-181 to an existing parcel of and north of the new street. It will also improve access to the area near Exit 1 northbound from I -405. Studies indicate this will facilitate traffic movement in the area and especially to and from Longacres racetrack. 2. What are the alternative means of accomplishing these objectives? There are no alternate means of creating new access. However. the existing Nelson Place access could be utilized as a primary rather than secondary access from the site area. 3. Please compare the alternative means and indicate the preferred course of action: Using Nelson Place would Increase traffic congestion on S. 158th and the intersection of S. 158th and SR -181. It would also require the reconstruction of Nelson Place at this time which would cause access problems for existing business. The proposed improvements will reduce congestion. facilitate pedestrian and vehicular movement and allow the orderly redevelopment and expansion of services to the area. LEGEND ' :FLEXIBLE'000PLING FLANGED FITTING .: MECHANICAL•JOINT :FITTING.' ' GATE VALVE OR BUTTERFLY VALVE BEND • FIRE HYDRANT THRUST BLOCK • EXIST. FIRE HYDRANT EXIST. GAS, WATER, TELEPHONE, POWER, BURIED • W NEW GAS, WATER, TELEPHONE,• F POWER; BURIED -yam EXIST. ILLUMINATOR - EXIST. UTILITY POLE ., EXIST. JUNCTION BOX E7 EXIST. STRUCTURE .,'.. — _ RIGHT-OF -WAY -. NEW ROAD CENTERUNE NEW CATCH BASIN AND PIPE' EXIST. CATCH BASIN AND PIPE, (REINSTALL PER STD: PLANS) ' -x X FENCE BROKEN -DOWN FENCE MANHOLE '. EXIST MANHOLE •.EXIST. ELEC.OR TELE.VAULT NEW WATER OR GAS VALVE EXIST. WATER OR GAS VALVE NEW SIDEWALK 25. VICINITY ..MAP_ NOT. TO SCALE !ENOINEERINO•BTREETB• WATER•SEWER•PARKS•BUILOINO• des ed drawn field lire EXIST. SIDEWALK SOD • TREES-OR SHRUBS MAILBOX WATER .MAIN . `. MONUMENT PAVEMENT PATCH NIC NOT IN CONTRACT. . _..•_ "V" DITCH —T— BURIED TELEPHONE UNE, APPROX. LOCATION SHEET NO. TITLE . SOUTH I.56TH STREET, PLAN. AND PROFILE' - . NELSON PLACE, PLAN 'AND PROFILE ROADWAY SECTION, DETAILS, NOTES R- I81, WATER 'MAIN PLAN WATER MAIN DETAILS /CONSTRUCTION. NOTES cg a CE-NTRAC Emu Num em 'whims ST 142+125 CURB RETURN &B0' 23'.::.. .., R =35.00' T =29.57` L = 49.11' PC =142 +54.34, 450' LT, "2M" PT =10+71.57 21.5' SOLID WHITE PATTE BEGIN STA. 10160 END STA. 11+50 SKIP WHITE PATTERN BEGIN STA. 11 +75- . . END. STA.13150 STAGE I. PAVING GE. 23.46 \ STAGE II PAVING ONLY (BY OTHERS) CONSUTRUCT ALL STORM DRAINAGE ' TR.CT.URES AND PIPE. UNDER STAGE! UkNLESS\NOTED NOT IN CONTRACT (NIC) CURB RETURN •70.35'51 ". .. \ R•25.00'. G.E.24.28 1.2 .3 , \ .S,a. 16 . &68 L • l4 1 �]-2 �`.7 PC •14 +1297.2150 LT 'Wt" !AO'A► _ _ \� PT• 9 +9067, 1950 171","Y" Ve. .�,. -- :-.r r e o —o e o. o oo o .: _ o e 0 0 0 . �e N\ CONSTRUCTION L$ -- `I" .2 ' STA. 14 +22.57 "WV "LINE st "WV "LINE 0 113 - . S. 156th STRFF v p. \ STA.' 9+9244 "Y" LINE. 000000.0000 eeoo 000 �•oo eo eee — 00 eo eo 30'R oo�000000 00 ooeooee 000 oee ,0-- 6" WHITE. STRIPING i 12"CP134 Lf CONSTRUCTION Q:. STA.10+00, S. .156th STA. 142 +98.11 SR IBI ROADWAY -' 12 WHITE PLASTIC ` CROSSWALK STRIPE oeooeeoo ...ono g6 o o o 0.01 PT I1+0T _ N 88e 04 43 "W 12 — 000 0 o e o0 a .0300000000•0.0 o- o a -o'6 0 0 o o e 0 o:ooe 'po ono y�.ao-o oo oo oo DOUBLE SOLID YELLOW PATTERN; BEGIN STA.10+62 END -.STA. 13 +35. SKIP WHITE PATTERN BEGIN STA.11+07 FEND STA.12+79 ,— - 6 " YELLOW DIAGONAL } 8 "CP 49 LF - STRIPING ACROSS •,.BULB, 10' 0.C. IL22.71 ROADWAY . 1. E. 19.60 MpTCHLtOf 6. .CURB RETURN.: 9 +255NEES 3 p= 73.06 58" . 5 \\ SEE -R =35.00 T :25.95' 4— 14 ,E L =44.66' - :- PC. 13+89.57 29.50' RT "W V "�1t PT = 9 +40.29, 16.50'LT; Y N "1 W CURB RETURN DI =33.04'38 A2 =63 °32'12" .: R1 =25.00' R2 =35.00' T1 =26.89 - T2 =6142 PC =10+73.03,295'RT, -' WV', ,. • PT .143+85.92,45.0' RT, '2M' BURIED UTILITIES, IN AREA CALL BEFORE YOU DIG I -800- 424 -555 -0.50% CP:L62 iS kir ENGINEERING •BTREETB•.WATER•BEWER•PARKB•BUILDING• . b dale designed PB 6/88 drawn MM 6/88 checked KD 6/88 • proj elf prof dr • fieldhkro . tENTRAC (date 10/88 CURB RETURN (TE(E �' 88. 34 38° TIi :, . R =25.00 . 11 x % / / /� / / / /i /Y / / / / / / / / //. co T 24 "387 I . . I r , I rn - PC =3 +58.40,2250LT Y II -- _ I'm I a PT =4+45.23, 16.50 LT ,..Y.... *I I} ' _ c !O ite 0 60 0 1. :• . I a 4 PV I6� — a I m - "Y" LINE NELSON PL NOI°2630 W — — e — Y c.. • 24" DIP- ISO LF 24 DIP .150 -LF PAVING LIMITS BACKFILL• COVER HEIGHT OVER PIPE SHALL BE A. MIN: OF 2.5'. SEE DETAIL SHT. 4. BURIED UTILITIES IN AREA.' CALL BEFORE YOU DIG. 1- 800 - 424 - 5555- 8+00 i 9 +00 Plisig2627E ®rag.: i i •ENGINEERING•BTREETB• WATER•SEW ER•PARKB• BUILDING• desi ed drawn checked Prof. eng' P91di. field bkm P6 MM KD date 6/88 6/88 6/88 p� s VENT AC NELSON PLACE, .PLAN AND PROFILE life no —ale I " =2O" no doh revisions - ioele 10/88 CONSTRUCTION IE 30' 2L5' EXIST. GRADE(TY 4' THICK CEMENT CONCRETE SIDEWALK 2" CRUSHED - SURFACING TOP COURSE .. .295' ... ROADWAY PROFILE GRADE 27. 2 °THICK ASPHALT' CONCRETE CLASS B (WEARING COURSE) rTHICK ASPHALT CONCRETE • CLASS B (LEVELING COURSE) • 2 " THICK CRUSHED ".SURFACING TOP COURSE 12" THICK GRAVEL BASE CEMENT CONCRETE CURB 8 GUTTER. : TYPE A (TYP.) CONSTRUCTION Q 20' •05'-• - _ '$-ROADWAY` .. 1.5' PROFILE GRADE EXIST. GRADE(M.)'. 4° THICK CEMENT. .CONCRETE SIDEWALK 2" CRUSHED .I SURFACING 7OP.. COURSE 2 2" THICK ASPHALT CONCRETE CLASS 8 (WEARING COURSE) CLASS 8 (LEVELING COURSE) - 2 "THICK CRUSHED (SURFACING TOP COURSE)._. I2" THICK GRAVEL BASE -.. "Y" LINE (NELSON PL.) NIC - ROADWAY SECTIONS NO SCALE . . .EXIST. PAVEMENT SEAL JOINTS CEMENT. CONCRETE CURB 8 GUTTER .TYPE A (TYP.)1. • 3 °MINIMUM ASPHALT CONCRETE CLASS BI . EXISTING GRADE 4" .MINIMUM -CRUSHED • SURFACING TOP COURSE* ROADWAY REPAIR SECTION NU Jbs1LG • *MATCH EXIST THICKNESS IF GREATER THAN .INDICATED • so. E1015, •. ENGINEERING•STREETS •WATER•BEWER•PARKS -SUILDINCP: - -1 chested w date. revisions field (Am 'H a■5.• s NOTE CONSTRUCT WATER MAIN 8 APPURTENANCES ONLY ALL OTHER WORK SHOWN IS CONSTRUCTED USING OTHER CONTRACT DOCUMENTS USE DUCTILE IRON PIPE CLASS S2 BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1 -800- 424 -5555 r 6"W —S STA. 149 +46 12"x12 "CROSS FL:FL (2)12" BUTTERFLY VALVES FLxMJ (2) BLIND FLANGES, EAST 8 SOUTH Oi' 6" I � .nPi116 ...t:'12 "'DIP..•: —yJ� =. 2 50 �a �wrf :I.E. 1.20 SR 181 "2M" LINE N 07 °41 33 W I.E 2 1.30i • I 1 (2)12 "x 45• BENDS MJ s MJ I W )- II STA. 149 +25.97 W STA. MP BY OTHERS N. 07° 0 +00 158TH 11 40 STA. 149+46 (2) I2 "ADAPTORS FL :MJ 1 12" BLIND FLANGE 1 12"x12 "TEE FL :FL 100' MIN. RESTRAINED JOINTS STA. 150+81 STA 150+91 (2) -12" x221/2" BENDS MJxMJ f STA. 151+36 ONN. TO EXIST. 10" GATE VALVE 2 "x10" REDUCER MJ :MJ 10" FLEX COUPLING 5'-10" DIP EXIST: 10" D.I.P. CL 52 . . s • +'• - RVICE - LINE A.140+60 "s 4" TEE MJ:FL GATE VALVE AP PIPE 7i. STA. 14H-15 12 "s6 "TEE MJ :FL 6 G ATE VALVE FL: FIRE LINE STA. 140+70 12"x8"TEE MJ: FL 8" GATE VALVE . FL xMJ CAP PIPE MJ 5 1/4" MVO FIRE HYD. MJ EXIST, FIRE HYD. TO REMAIN L v v / ,_ =._ IT OF WORK 2 I Jnx>. iIT K I ryQ9 _ - � ° O ©- O tiS Wf r — STRIPE —L ., dC� ... A 1 'I ]S' ., _ � jam_ .♦.,.♦: pG.. .;r - :,er ,.7�•�...�:.«.... �� ; • •It"G EL2»3,.j (�'`�j •ew__d`eewreeeo — eea • • - _ y = 2444 If L.E. — ®IE 2180: 15 1 . 1944 • • IA an t�Io M 140 +10 I 11 V4 • BEND MJ x MJ 12 BUTTERFLY VALVE MJ:MJ 12 FLEX COUPLING 1 (WEST ypLLELY HWY.) TA. 142+84 12"TEE FL:FL 12" BUTTERFLY VAL 12" ADAPTER FL x MJ 12" BLIND FLG. G E 25.50 LE 2250 —12" DIP .H.P EL.26.0 +72 "2M" LINE .77 FLIMJ CONSTRUCTION C STA. 142+98.11 SR 181 STA. 10+00 "WV" LINE MP 11.28 GENERAL NOTE' WATER SERVICES ARE NOT TO BE TRANSFERRED TO NEW WATER MAINS •ENGINEERING•BTREETB •WATER•9EWER•PARKB•BUILDING• des nod dram chocked IAI rW DNI dr field BIN KE 6 /88 • CONSTRUCTION NOTES • 156TH 5T. CONSTRUCTION NOTES • .NELSON PLACE . 1. (REMOVE C.TKUCIURE. INCLUUING4OUI1DATION AND DACKFILL. - 8EM0V1 VCGEIATIVN. . 3. RCMuvC FENCE. . 4.- CONSTRUCT CB 1YF'C I. STA 10.92..28.5' -81.. .. CONSTRUCT CURB INLET TYPE 4. STA 10.92: 20.5'. 41 AND-49 LF U" CP CLNNECIIUN TU CB 518 10+92. 28.5.. P.T. ` . 6. CONSTRUCT .C8 TYPE 1: STA 17 +54.1: 28.5'1 R7.AND 162. LF.'- 1" LP 714 C8 STA 10(92 :.261.5'± PT. : _ . �7. CONSTRUCT CURB - INLETS 7796 1. STA 12+54.1. 20.5'± LT. AND 49 LF - 8" CP TO CB STA 12.54.1, 28.5'± RT.' . .B. CONSTRUCT CB TYPE 11., STA 13 +80. 28.5'± RT AND 134 LF 12" CP TO C8 STA 12 +54.1. 28.5'+ RT. • _ . .9. INSTALL WSDOT TTPC 1' AND TYPE. 2 LANE MARKERS. PER WSDOT 5T0 10. INSTALL THERMOPLASTIC PAVEMENT MARKINGS -PER W5DOT S10 • PLAN 8 -5C. .. .11. CONSTRUCT TYPE "A" CURB AND GUTTER SECTION AND 30' COMMERCIAL •DRIVEw4Y: CENTER DRIVEWAY STA 12 +24: '12. CONSTRUCT TYPE "A" CURB AND GUTTER SECTION AND 25' COMMERCIAL DRIVEWAY. CENTER DRIVEWAY STA 13+53. 13.'5TA'10 +71.6 WEST - LIMIT OF S. 156TH STREET..IMPROVEMENTS. . PAVING SIDEWALK. CURB AND GUTTER.WEST OF LIMIT -OF wORK BY lx. -STA 13.90 EAST LIM17 OF 5. 15618-STREET IMPROVCMENTS-UNDER 5TAG6 1. CONSTRUCTION'(EXCEPT PORTIONS OF STORM DRAINAGE 515118 AND TEMPORARY PAVING(' CAST OF LIMIT OF w0RK SHALL BE COR6IRUCTED .UNDER STAGE 11. . • IS.'CONSTRUCT 72 "C8 TYPE 2 5TA "9+60 .(NELSON PLACE). 10'. R7. AND 55 LF 18 "' CP TO CB STA 13 +88. 28.5'. NT. , 16: CONSTRUCT 54" C8 TYPE 2. STA 14.19. 20.5'.11 AND 5A LF 24" • CF' TO 811 STA 14 +43..28.5'5 RT AND 15 LF -- 24" CP TO NDRTHWEST 17. REMOVE AND RESTORE PAVEMENT. -INSTALL-GORE STRIPING. - - 18., RC8006 PAVEMENT..' 19. CONSTRUCT' INLET CD' TYPE'(: Y LINE SIX ' 9.20.-)13.5 Rf'AN0 52 LI. 8 "_CP TO MM 9+60. RT. NIC. . 2U. REMUVL EXISTING (.MAIN LINK FENCE 70 LIMI7,UF STREET RIGFIT -OF -' WAI (60'). - -- - 1. 1168086 VEGETATION. 2.' 'CAUTION. BURIED GAS LINE. DO NOT DISTURB. VERIFY.LOCATION- PRIOR 10 INSTALLATION OF DRAINAGE STRUCTURE. • . ''3. RELOCATL -. ._SIGN WEST EA SIDEwALK.. NIC. ' 4:. REMOVE' CONCRETE 5: ADJUST MATER METER BOX TO GRADE'.. N16.. 6. PELOCATE /ADJUST' UTILITY VAULT (B7 OTMERS):' NIC. .7.. ADJUST DRAINAGE STRUCTURE TO'GRADE_ -REPLACE GRATE ' WITH SOLID .LID.. NIC. •• :8. ADJUST. STRUCTURE•TO GRADE.- 9. ADJUST WATER VALVE BOX TO GRAOE.I "_NIC. -- 10. CONSTRUCT 96 "C•8. STA 4+40, 21 :0' RT. 11. CONSTRUCT C8 TYPE - IA, STA 5 +90. 18_5'3'RT'ANO ISO LF • 24" DIPITO Mn STA 4+40. 21.0' RT.- - -- 1.12.- CONSTRUCT CB TYPE 11, STA 7+40. 18.5'1 RT AND.150'LF - • 24" DIP TO CB STA 5 +90..18.5'5 RT. . .. 13. CONSTRUCT C8 TYPE -1i; STA 8490. 18 :5.5 RT' AND 150 LF 24" DIP TO C8 STA '7+90. 18.5'. RT., CONSTRUCT 70 LF .. .. 24"-DIP'TO NM 9+60. 10' RT. . I4.�. CONSTRUCT 30' DEPRESSED CURB DRIVEWAY ACCESS. CENTER DRIVEWAY STA 9 +27. -NIC. - • . - '15. FUTURE DITCH (BY OTHERS). -NIC. 16. CONSTRUCT -TYPE "A" CURB:AND GUTTER SECTION 30' COMMERCIAL' DRIVEWAY 'CENTER 161VEw49-5TA 6 +86.. NIC. 17. BEGIN PAVING IMPROVEMENTS STA 4 +45. BEGIN CURB. GUTTER AND . SIDEWALK-41' RT. BEGIN CURB AND'GUTTER; 19.5' RI. NIC. - 18: CINSTRUC7 1TPE "A" CuRB AND GUTTER SECTION 35' COMMERCIAL DRIVEWAY! CENTER'. DRIVEWAY '51A 505. NIC. 19. - CONSTRUCT TYPE' 'A" CURB.AND GUTTER SECTION 20' COMMERCIAL - - DRIVEWAY; CENTER 'DRIVEWAY 51A. 0.62. 'NIC.- .20. CONSTRICT 25 "DEEM SLD CURB 01i1VEWAY ACCESS. CENTER - -- UNIVEWAY-SIA- 7.85.. NIC.- - - • - . 21: CUI1:181ICT -1 YPt "A' CURB ANIr: GIIT1EF.' 1(11011 35' COMMERCIAL " URLVEWAT. - CENTER DRIVEWAY 5TA -6.11. -NIC. I9 1ALL a CONCRETE GUARD POSTS. SEC RFf_CRLN5L :TO CITY OF 7UK8ILA S7A90.860 FY.AN 574 F(XI DETAIL.' .. 23. NLMOVLANU'RLLLICATE.EXISIING :C•IGF, F(18 11JRM•DRAINAGE ' - •ENOINEERINO•BTREETB• WATER•BEWER•PARKS•BUILOINO• des ned P5 drawn MM checked . KD field bkm g� cEN:TRAc: J W 0 CI J U. U. Z x•80 °23'10" R .35 00• • L •4911 PC J 1421 fs134. 45'1_020 PT .10+ 7157, 21.5• RT, "WV" IIIIII III IIIIIIJ 1-, 4,3•o4'38" A63•32 ' 11. 11,119 11 85' PC• 104 /SUS, c,• .. ,,PT= 143 +8592 45r OS 12"WHITE PL CROSSWAL K (NIC) . If 10 SIDEWALK 8Y OJHER — u 1T _ tog* CF . -, 24 521 40/044,111r Aft I f4. —.m ��� as ■III zY_.0s, �,..,_ F 2 °CP 37 LF Tt —/8 SO LE 2444 1 E. 19.44 G . 25 60 1 E 2260 N07 °4133 "W CONSTRUCTION CL STA. 142+98.11 SR 181 STA. 104.00 "WV" LINE MP 1128 BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1 -800- 424 -5555 j ..aa. MO STATE FED. AID PROJ. NO. a m DRAWN. I`HN 1/88 CHECKED PROJ. ENGR. DIST. ADM.. HIGHWAY DIVISION 1/88 • REVISION 10 WASH JOB NUMBER CONTRACT NO. . 8Y AP•D SR 181 '. CON$TRUCTION NOTES SR -181'. 57A. 140.00 10 51A. 144.25 ,1.', RC MOVE GUARURA I L. S1 440.66 .76 STA.1411. 60.• 1L7): • CONSTRUCT WSDUT TYPE I -L• CURB RAMP. ALTERNATE.' • PLLL)CA.11 SIGN TO EA'.1: OUTS lL.L'OF.'SI UC WALrt 4. RELOCATE UTILITY POLE.NIC: ' r.• 5. REIVJVE URAI NAGE STRUCTURE. -AND' P I PE AS INDICATCU. PLUG OPENING,111 CXI51:NG DRAINAGE. STNUCTURE. L. C'JNSTRUCI 10' DE',REECEU LURB L OMM_RL IAL'. DR IVE wAI. APPROACH CENTER .DRIVEWAY' S7A 143.98..' , 7. ''RC MOVE' FENCE - TO SOUTH RIGNT'OF - WAY LINE Al 5. 1567h 5T.' .8. REMOVE. VEGE1A710m. '9. 'ADJUST /RELOCATE UI ILI TY BOX, NI C.. 10. RELOCATE wA TER METER BOX TO EAST. OUTSIDE 51DEWALK. I1, .RELOCATE - UTILITY VENT TO EA57.: OUTS! OE• SIDEWALK, N I C. 2. CONSTRUCT'`CR .TYRE '.1 STA 142.54. 44'3 LT. -AND 90 LF - 12 CP CONNECTION TO MH STA 443.52. .' • 13. INSTALL WSDOT TYPE. 1 AND TYPE" 2.LANE MARKERS: IN ACCORDANCE WITN. W5DOT' STANDARD' PLAN H -3'. NIC., 14. CONSTRUCT CB, TYPE 1. 5TA7 1 43.86. 44. I. LT AND 37 LF -12" CP 15. REMOVE CAICN'bASI N. . : I N5TALL' 54" TYPE 1 00..5TA 143+52. 50' R1. 16. STA .1 94,71.6 "WV EAST LIMIT 0) 50- 181;( "2M ") IMPROVEMENT... ' 17. CONSTRUCT DEPRESSED CURB FOR FUTURE CURB RAMP.. I8.'CAUT ION, BURIED GAS LI NE.. LIO NOT DISTURB : . 19. INSTALL. SIGN• WSDOT :TYPE R -37 (30 "X 30 ") .AND - 05DO1 TYPE R3 -5'. F0R.NI G)17 TURN LANE. •MUUNI ON 4 %' 6" X.20' M000 POST. 20. RELOCATE' TRAP F IC 5I GNAL.� CONSTRUCTION NOTES -2M" LINE 'STA 114. 25. 10. 51A.'1 49.25:97 1.- RELOCATE, UT 1611.1. 00(6. 111 C... - 2. • 3: .RE MOVE CHANNEL12411CN'CURb' 51 A 145400. TO' 51 A:147450. RELOCATE - SIGN"lO EAST. OUTS! DC. 51 DEwAL1.. /:IC-., .4. REMOVE. WOW PLANTER ANU VEGE1AT 1076 AS RE0U I RED :' MIC. 5 REMOVE ORA I NAGE-STRUCTURC AND PI PC - AS INDICATED.. PLUG OPLN I NG IN EXISTING DRAINAGE STRUCTURE. AS REOuIRCO. 0. CONSTRUCT 35' w1001 STD P6AN F -4 I (UN8 ONLY) COMMERCIAL DRIVEWAY APPROACH.': DRI VEWAY CENTER 51A 145.02. • 7. . CONSTRUCT 30'.4500T 5T0 PLAN F- 4(CURB_ONLY) COMMERCIAL • DR) VEwAY.'APPROACII... DRIVEWAY CENTER STA 146.13. - CONSTRUCT wSDOT -STD PLAN F -4' CURB-A90 'GUTTER '5EC110N 35' 0819(140+. CENTER DRIVEWAY STA 146.85. NI C. • . e. 9. CONSTRUCT 115001 51D PLAN F- 4"CuRB AND GUTTER :SECT ION 1E1' DRIVEWAY. CENTER DRIVE WAY' 5TA 7494 -34. NJC. . 10. REMOVE ASPHALT,N IC.. -' 11. ADJU1.51 /RELOCATE UTIL ITT VAULT. NI C. 12. INSTALL WSDOT'1YPE :1 AND • TTPE 2 LANE 'MARKEF$ -I N. ACCORDANCE NI TM w5UUl STANDARD PLAN 14-3." .• • 13. CONSTRUCT - CATCH BASIN TYPE 1.5TA 144470.'44.2 LT AND 8" CP. • TEE CONNECTION 7O EX 10. 50.- .11.' CONSTRUCT CAT CH BASIN TYF'E• 1.5TA 146.55.'44'4- LT AND 8": CP.. TEE. .CONNECT ION TO EX 48" S'. 15.. CONSTRUCT CATCH BASIN- 1.0E-l' 57A 1 48.24. 44'+ LT AND 8"' CP TEE CONNECTION TO EX 1 8'•'50. N1E. : 16. CONSTRUCT CATCM-BASIN TYPE I' STA .141.76. 44'; Ll AND 6" CP 1EE CONNECTION TO EX 18" SD.' NI C. • 7. ADJUST . 0RA I NAGE STRUCTURE 10 GRADE. . '.REPLACE GRATE.W I TN 501.1 D' COVER. ' 18.'.INSTALL'PAVE WENT PARK I MG. IN.A000ROANCE W1714 W500T STANDARD 19.'- REMOVC. CHANNEL RATION CuRb 57A 140.70- 10 .CURB END. •'2U. CAUT ION, BURT ED, GAS. L I NC. 60 NOT ., DI STURB. 21..INS7 'ALL .1,1 GU: 115601 T APE' R3- 7'130" % 30 ") AND .95607 TYPE R3 -5: FOR, 0 )OH1 .TURN LANE.' 9OUNT'09 '4 ,X 6 "'X 20' WOOD. POST. LEGEND FLEXIBLE COUPLING FLANGED FITTING' MECHANICAL' JOINT FITTING .. GATE-VALVE OR BUTTERFLY VALVE BEND YX_ . FIRE- HYDRANT . O ` THRUST BLOCK EXIST FIRE•HYDRANT - - -T EXIST. GAS, ; WATERBURIED . ,TELEPHONE,. - p POWER _w NEW GAS,'WATER, TELEPHONE, .. POWER. EXIST ILLUMINATOR. ' } EXIST. UTILITY POLE . EXIST 'JUNCTION BOX EXIST .STRUCTURE ' - - = RIGHTOF -WAY • - NEW 'ROAD CENTERLINE .; NEW CATCH BASIN AND PIPE., INSTALL PER STD..DWGS: EXIST CATCH BASIN AND PIPE.'• • - - " FENCE BROKEN- DOWN•FENCE NEW •MANHOLE' EXIST. MANHOLE EXIST, ELEC.'OR:TELE. VAULT NEW-WATER OR'GAS VALVE • EXIST WATER OR GAS VALVE _. NEW 'SIDEWALK ;... i• ' EXIST SIDEWALK SOD TREES :OR SHRUBS 2. 9' WATER. MAIN . - MONUMENT .• �. PAVEMENT-PATCH - NIC .NOT IN CONTRACT l`1 - "V" DITCH ... .:- - T "- BURIED TELEPHONE LINE ', LOCATION APPROXIMATE ONLY O , TRAFFIC SIGNAL EQUIPMENT: BY OTHERS,,.. NOTE, ALL FINISHED GRADE ELEVATIONS SHOWN ARE GUTTER GRADE AT CURB FARE. "Q1Q1* STATE FED. AID PROJ. NO. MO 'IQ TOTAL DRAWN 1/88 CHECKED -PROJ. ENGR. 'DIST. ADM.. • KLD 1/88 DOT FORM 221 -011 • DATE • REVISION BY APP'D WASH A! NUII ER CONTRACT NO. HIGHWAY DIVISION ® Washington State r Department of Transportation, SR 181 MP 11.22 TO MP '.I 1.40 { SR 405 TO S. 1 58TH ST. • KING COUNTY - - JANUARY 1988. *9960900 ROADWAY-WIDENING