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HomeMy WebLinkAboutSEPA E95-0020 - CENTRAL BUSINESS DISTRICT - SIDEWALK AND TREE IMPROVEMENTCENTRAL BUSINESS DISTRICT SIDEWALK & TREE IMPROVEMENT PROJECT S. 180T" ST. & TUKWILA PARKWAY / SOUTHCENTER PARKWAY & SR -181 E95-0020 • City of Tukwila ila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director July 13, 1995. Ronald Charlesworth URBAN HOMES 24922 111th Ave SE #8 Kent, WA 98031 RE: Lots 15-17, Riverton Addition (B95 -01.86,'B95-0187, B95-0188) • Dear Mr. Charlesworth: The Planning Division has reviewed the building permit applications and geotechnical analysis for the three homes proposed to be constructed on the above referenced lots. As you are aware, the properties have been identified as having environmentally sensitive areas (geologic hazard - steep slopes) and therefore, must comply with the requirements of the Sensitive Areas Overlay (Chapter 18.45 TMC). The purpose of this letter is to inform you of the Sensitive Areas requirements that must be fulfilled prior to the issuance of a building permit. The following list is derived from Section 18.45.080(e)(5) of the zoning ordinance (copy enclosed): 1. Submit a letter from the geotechnical engineer who prepared the geotechnical report stating that in his judgement, the plans and specifications conform to the recommendations in the geotechnical report; the risk of damage to the proposed development site from soil instability will be minimal subject to the conditions set forth in the report; and the development will not increase the potential for soil development. (Note: Further recommendations signedand sealed by the geotechnical engineer shall be provided should there be additions or exceptions to the original recommendations based on the plans, site conditions or other supporting data.) 2. The architect or structural engineer shall submit a letter of notation on the design drawings that he or she has reviewed the geotechnical report, understands its recommendations, has explained or has had explained to the owner the risks of loss due to slides on the side, and has incorporated into the design the recommendations of the report and established measures to reduce the potential risk of injury or damage that might be caused by and earth movement predicted by the report. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 3. The applicant/owner shall submit a letter to the City stating that he understands and accepts the risk of development in an area with potential unstable soils and that he will advise, in writing, any prospective purchasers of the site of the slide potential of the area. 4. A covenant, running with the land, shall be executed by the owner. The City will file the covenant with King County. The covenant shall include those items listed 18.45.080(e)(5)(E). Also be aware that you are required to retain a geotechnical engineer to monitor the site during construction to ensure the recommendations of the geotechnical report are met. Once this information is submitted and found to be satisfactory, the Planning•;,Division will sign off on the building permits and pass them -On to Public Works for their review. If you have any questions in this matter, don't hesitate to call me at 431-3663. Sincerely, ohn imerson sso late Planner cc: J. Spencer S. Lancaster Project File r� • • A F F I.D AVIT 1, Rjkie 1&t1' aS Notice of Public Hearing Notice of Public Meeting Board of Adjustment Agenda Packet Board of Appeals Agenda Packet Planning Commission Agenda Packet fl Short Subdivision Agenda Packet Notice of Application for Shoreline Management Permit Shoreline Management Permit OF DISTRIBUTION hereby declare that: XDetermination of Non- significance • Mitigated Determination of Nonsignificance Determination of Significance and Scoping Notice Notice of Action Official Notice Other Other was mailed to each of the following addresses on 7/)5.. • Xfd I10i4eS C' iD UL.101 C. CO.---' O a"1 on 7/ILA Lis . Sc e a rch eci(... }v.U.; 1; n� 640 Name of Projectt l C /\ O AJ )(/T e LP'i p,S ignatur. File Number _ Qa<0 • CITY OF TUKWILA 6200 SOUTHCENTER BLVD. 'TUKWILA, WA 98188-2599 (206) 433-1800 TO: WA DEPT OF ECOLOGY SHORELINE PERMIT REVIEW 3190 160TH AVE SE BELLEVUE WA 98008-5452 CITY OF TUKWILA 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188-2599 (206) 433-1800 SEPA ENVIRON. REVIEW DEPT OF ECOLOGY P 0 BOX 47703 OLYMPIA WA 98504-7703 CITY OF TUKWILA DETERMINATION OF NONSIGNIFICANCE (DNS) DESCRIPTION OF PROPOSAL: CENTRAL BUSINESS DISTRICT IMPROVEMENT PROGRAM TO INSTALL NEW STREET TREES AND SHRUBS AND SIDEWALKS ALONG VARIOUS STREETS I<N T:HE'CBD ' � "-- s., ',,., PROPONENT: ROSS HELLER-> � `' ;--v q, ;; 0 4 LOCATION OF PROPOSAL^T INCLUD•I,NG'•STREET;'ADDRESS-;I)F;,: NY':, 1 y:.. ADDRE,:'- , ,, o s _ -, ,. �,• i ,' PARCEL NO;--=>: _ `'. _ �'' °n 4� ' t� on `;�..r:� 'SEC/TWN/RN;G'::/2b/'2,3/04 ����' � �, o (( `0 " i" ter 1/� LEAD AGEN()Y,,q ` "?C.ITY OFo'TUKWILA�� FILE NO:`'E95;002t'0 , 3 0 The C i tyths ,determi ned that the p� 5oposa l does not haven a Prob�ab\l(e significant adverse: impact=-on,,th,e°; envir op,ment. An envir,on'mental impact srtaateme_n_t'` (EIS) is--no•t_ req sired uriderR1.W 43.21c.030,(2=) (c)r.�`,, This dec°1sion was cmade/raft'er, r evz"+ew o.f,���af'comple ed environmental ult checklis;t;'' and u�ther.,-_i;ntor-'mationson �f°idle€ wit-h'`the lead age.ncv.n This i nformat i or -- i.s-'ava,i lab l e 'to''tbe ;:public' on a.re.que...t . Al, 4, ,,,,,,,---,-4,,,\ ' V ' _ ---___--J: isI 1 ***•k****'-k,****=*1**'***'***pit•**-•k****-k:*kms**'*****t*******,*******k********•k**.'**'****** T �\�_ This deeermina`•tton '-As tinal and sign'e'dithrs a� day 64 4!_ t• 199 , , _. A�- p \ e\ Steve Lancaster, Resp'onsib-•l.e Official' City of Tukw i 1!a (206') 43136,80 63011 Southcente.rBoulev,ard lis' Tukwila, WA 9808.,'` You may appeal this '&e:trmination to: the City Clerk:at;,:-;City Hall, 6200 Southcenter Bou 1 evard,' TukwS,,l a, I'( WA- 98188 -'no l.at'er_ han 10 days from the above signature date by rA,V,t_e:h a•ppeal__statAn'g t_Wbasis of the appeal for specific factual objections.`a=4You --ma_v b':e re_qu i red to bear some of the expenses for an appeal. Copies of the procedures for SEPA appeals are available with the City Clerk and Department of Community Development. CHECKLIST: ENVIIILMENTAL REVIEW/SHORELINE T MAILINGS FEDERAL AGENCIES ( )U.S. ARMY CORPS OF ENGINEERS ( )FEDERAL HIGHWAY ADMINISTRATION ( )DEPT. OF INTERIOR -FISH & WILDLIFE SERVICE WASHINGTON ( )U.S. ENVIRONMENTAL PROTECTION AGENCY ( )U.S. DEPARTMENT OF H.U.D. (REGION X) STATE AGENCIES ( )OFFICE OF ARCHAEOLOGY• ( )TRANSPORTATION DEPARTMENT ( )DEPT. OF NATURAL RESOURCES ( }OFFICE OF THE GOVERNOR ( )DEPT. OF COMMUNITY DEVELOPMENT ( )DEPT. OF FISHERIES ( )K.C. PLANNING & COMMUNITY DEV. ( )BOUNDARY REVIEW BOARD ( )FIRE DISTRICT #11 ( )FIRE DISTRICT #2 ( )SOUTH CENTRAL SCHOOL DISTRICT ( )TUKWILA LIBRARIES ( )RENTON LIBRARY ( )KENT LIBRARY ( )CITY OF SEATTLE LIBRARY ( )US WEST ( )SEATTLE -CITY LIGHT' ( )WASHINGTON NATURAL GAS ( )WATER DISTRICT #75 ( )SEATTLE WATER DEPARTMENT ( )GROUP W CABLE ( )OLYMPIA PIPELINE •• ( )KENT PLANNING DEPARTMENT ( )TUKWILA CITY DEPARTMENTS: ( )PUBLIC WORKS ( ) FIRE ( )POLICE ( )FINANCE ( )PLANNING ( )BUILDING ( )PARKS AND ORECREATION (---)TUKWILA_MAYOR - ( )DEPARTMENT OF SOCIAL & HEALTH SERVICES ( )DEPT. OF ECOLOGY, SHORELANDS DIVISION (•)DEPT. OF ECOLOGY, SEPA DIVISION* ( )DEPARTMENT OF WILDLIFE ( )OFFICE OF ATTORNEY GENERAL *SEND CHECKLIST WITH DETERMINATIONS AND. *SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES )KING COUNTY DEPT. OF PARKS )HEALTH DEPARTMENT )PORT OF SEATTLE )BUILDING & LAND DEV. DIV.- SEPA INFORMATION CENTER SCHOOLS/LIBRARIES ( )HIGHLINE SCHOOL DISTRICT ( )KING COUNTY PUBLIC LIBRARY ( )SEATTLE MUNICIPAL REFERENCE LIBRARY ( )SEATTLE SCHOOL DISTRICTS ( )RENTON SCHOOL DISTRICT )PUGET SOUND POWER & LIGHT )VAL-VUE SEWER DISTRICT )WATER DISTRICT #20 )WATER DISTRICT #125 )CITY OF RENTON PUBLIC WORKS )RAINIER VISTA )SKYWAY CITY AGENCIES ( )RENTON PLANNING DEPARTMENT ( )CITY OF SEA -TAC ( )CITY OF SEATTLE ( )CITY OF BURIEN ( )TUKWILA PLANNING COMMISSION MEMBERS ( )TUKWILA CITY COUNCIL MEMBERS OTHER LOCAL AGENCIES ( )PUGET SOUND REGIONAL COUNCIL ( )P.S. AIR POLLUTION CONTROL AGENCY ( )SW K.COUNTY CHAMBER OF COMMERCE ( )MUCKLESHOOT INDIAN TRIBE ( )DUWAMISH INDIAN TRIBE MEDIA ( )DAILY JOURNAL OF COMMERCE ( )VALLEY DAILY NEWS ( )METRO ENVIRONMENTAL PLANNING DIV. OFFICE/INDUSTRIAL 5,000 GSF OR MORE RESIDENTIAL 50 UNITS OR MORE RETAIL 30,000 GSF OR MORE ( ) HIGHLINE TIMES ( )SEATTLE TIMES • PUBLIC NOTICE MAILINGS FOR PERMITS SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section Applicant Other agencies as necessary (checked off on attached list) Include these documents: SEPA Determination (3 -part form from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Dlstribution (notice was mailed & sent to newspaper). SHORELINE MAILINGS Notice of Application: Notice of application for a substantial development Permit must be mailed to owners and to property owners within 300 feet of subject property, prepare an affidavit of publication, and publish two consecutive weeks with deadline for comments due 30 days after last newspaper publication date. Shoreline Permit: Mail to: (within 8 days of decision; 30 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General Applicant Indian Tribes Other agencies as necessary (checked off on attached list). Include these documents: Shoreline Substantial Development Permit (3 -part form from Sierra) Findings (staff report, if applicable) Shoreline Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Site plan, with mean high water mark & improvements _ Cross-sections of site w/structures & shoreline _ Grading plan Vicinity map SEPA Determination (3 -part form from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed & sent to newspaper) Affidavit of Publication (notice was published in newspaper). TO: Jack Pace FROM: John Jimerso RE: SEPA - Tukwila CBD Tree and Sidewalk DATE: July 10, 1995 Memorandum Project File No. E95-0020 Project Description: The site is located within the Tukwila CBD. It includes installing sidewalk and/or landscaping along portions of Tukwila Parkway, Andover Park East and West, Baker Boulevard, Christensen Road, South 180th Street and Strander Boulevard. The new trees/sidewalk will replace existing landscaping and portions of driveways. Agencies With Jurisdiction: Washington Department of Ecology - Shorelands. Comments to SEPA Checklist: Page 1, No. 6: Due to timing requirements of the Shoreline Management Act, work for those portions subject to a substantial development permit will not be able to begin as early as August of 1995. To date, no application for shoreline permit has been submitted. Page 2, No. 10: A Shoreline Substantial Development Permit is required for portions of the project. Page 7, No. 4(b): There will be in excess of 160 street trees and 2 shrubs removed. Page 8, No. 4(d): Roughly 375 new trees and numerous new shrubs will be planted along the various streets. Summary of Primary Impacts/Proposed Mitigation: No significant impacts have been identified. Recommended Threshold Determination: DNS A. BACKGROUND ntrol No. pic File No. C45 -GO Fee: Receipt No. ENVIRONMENTAL CHECKLIST R EC E I V F JUN I 41995 COiM Mu. DEVELOPMENT 1. Name of proposed project, if applicable: Central Business District Sidewalk and Tree Improvement Project 2. Name of applicant: City of Tukwila. 3. Address and phone number of applicant and contact person: 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 433-0179; Ross Heller 4. Date checklist prepared: 6/13/95 5. Agency requesting checklist City of Tukwila. 6. Proposed timing or schedule (including phasing, if applicable): Construction and planting is scheduled to begin in August of 1995. Construction is expected to take 3 - 4 months. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. Yes, phase II is schedule\for 1996. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. A programmatic checklist was previously prepared. The DNS is attached. 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. Various development projects within the Tukwila CBD.. Page 1 ENVIRONMENTAL CHECKLIST 10. List any government approvals or permits that will be needed for your proposal. Authorization by Tukwila City Council and approval of Tukwila City Mayor. 11. 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. Section E requires a complete description of the objectives and alternates of your proposal and should not be summarized here. To provide adequate sidewalks in Tukwila's Central Bus District and to plant trees which conform to the Tukwila CBD tree plan. A minor amount of road widening is included. 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 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. The project is located within the City of Tukwila's Central Business District. This area is bounded by S 180 St and Tukwila Parkway on the South and North; and by Southcenter Parkway and SR -181 on the West and East. 13. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? Sidewalks will be constructed and trees planted within 200' of the Green River shoreline. Page 2 1..11 Vit•, _ tit •!� B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other The terrain is flat. b. What is the steepest slope on the site (approximate percent slope)? Less than 5%. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Sand, gravel, and clay. 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. Will grade for sidewalks. f. Could erosion occur as a result of clearing, construction,or use? If so, generally describe. Very slight - site will be a narrow strip behind the curb. g• About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 60%; 6' of sidewalk, with a 4' planter. Page 3 • ENVJRPNMENTAL CHECictT h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Temporary erosion control will be employed during construction as required. 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. There will be some dust and exhaust emissions during construction. No long term impacts. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: None. 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. Green River. Page 4 ENVJR.ONMNTA CHCZST 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. Some sidewalks along S 180 St will be within 200 feet of the Green River. 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. No. 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. Page 5 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. None. 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. Storm runoff will be slightly increased because of the sidewalks and widening. Existing collection systems will be used. Water will flow to the Green River via the Minkler pond & pumping station. Page 6 2) Could waste materials enter ground or surface waters? If so, generally describe. Runoff from the existing roadway is likely to contain automobile oils and fuel - this project will not increase the level of waste materials entering ground or surface waters. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: None. 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, eel grass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Some street trees and landscaping will be removed or altered during construction. c. List threatened or endangered species known to be on or near the site. None. Page 7 FNWRoNNIgNIALCITE_RsT__ d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: The project includes planting street trees that conform to the Tukwila CBD Tree 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, songbirds, migratory water fowl, other: Mammals: raccoons, squirrels, small rodents, other: Fish: bass, salmon, trout, herring, shellfish, other: Other: b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so, explain. Part of Pacific Coast Fly -way, as is all of western Washington. d. Proposed measures to preserve or enhance wildlife, if any: None. Page 8 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. None. b. Would your projectaffect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Will encourage walking for local trips, and use of transit for commuting. 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. 1) Describe special emergency services that might be required. None. 2) ;Proposed measures to reduce or control environmental health hazards, if any: None. Page 9 • ENVIRONMIT_h_CcAT b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Traffic noise exists, it will not affect the project. 2) What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Noise generated by the construction equipment will occur on a short term basis. 3) Proposed measures to reduce or control noise impacts, if any: Restrict hours of operation to comply with the City's noise ordinance. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Generally landscaping, adjacent properties are typically commercial retail, dr, manufacturing and warehouse. b. Has the site been used for agriculture? If so, describe. Not recently. c. Describe any structures on the site. The site contains some utility vaults, which may require relocation. Page 10 d. Will any structures be demolished? If so, what? No. e. What is the current zoning classification of the site? Commercial/Industrial. What is the current comprehensive plan designation of the site? Commercial/Office/Industrial. If applicable, what is the current shoreline master program designation of the site? Where applicable the designation is Urban. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. The Green River Shoreline. i. Approximately how many people would reside or work in the completed project? None. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: None. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: None. Page 11 ��.�Nv Q�� �3►L cECKt 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing? None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: None. 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? N/A b. What views in the immediate vicinity would be altered or obstructed? Some landscape mounds will be reduced. c. Proposed measures to reduce or control aesthetic .impacts, if any: The project includes planting trees. Page 12 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None. b. 'Could light or glare from the finished project be a safety hazard or interfere with - views? N/A c. What existing off-site sources of light or glare may affect your proposal? N/A d. Proposed measures to reduce or control light and glare impacts, if any: N/A 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? City parks and trails along the green river. 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: The project will enhance the access to parks and trails. Page 13 cHTsAsz 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. 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: None. 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 180 St., Andover Pk East, Andover Pk West, Baker and Strander. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. c. How many parking spaces would the completed project have? How many would the project eliminate? The project does not require parking, 2 stalls may be converted for landscaping. Page 14 k►i._t • .01x4_ __01 .:_ _ SI..- _ 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). The project will improve streets by adding sidewalks. e. Will the project use (or occur in .the immediate vicinity of) water, rail, or air transportation? If so, generally describe. The sidewalks will cross rail lines. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. None - it will reduce trips. g. Proposed measures to reduce or control transportation impacts, if any: None. 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. Page 15 __ NV ONMENT JJ 2t _._ 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. NA. 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, some relocation will be required. C. SIGNATURE The above answers are true and complete to the best of ., knpwledge. I understand that the lead agency is relying on them to make its decisi Signature: Date Submitted: Page 16 _gNVIRONM TAJ cHE4 T • D. SUPPLEMENTAL SHEET FOR ALL PROJECT AND NON PROJECT PROPOSALS The objectives and the alternative means of reaching the objectives for a proposal will be helpful in reviewing the foregoing items of the Environmental Checklist. This information provides a general overall perspective of the proposed action in the context of the environmental information provided and the submitted plans, documents, supportive information, studies, etc. 1. What are the objectives of the proposal? Provide safe pedestrian access throughout the CBD. 2. What are the alternative means of accomplishing these objectives? None. 3. Please compare the alternative means and indicate the preferred course of action: N/A 4. Does the proposal conflict with policies of the Tukwila Comprehensive Land Use Policy Plan? No. 5. Proposed measures to avoid or reduce the conflict(s) are: None. Page 17 WAC 197-11-970 • DETERMINATION OF NONSIGNIFICANCE Description of Proposal Central Business District Sidewalk Policy Plan incorporation into the Tukwila Comprehensive Land Use Policy Plan. Proponent City of Tukwila Public Works Department Location of Proposal, including street address, if any That portion of the City of Tukwila south of (and including) Southcenter Blvd (1-405) and east of I-5. Lead Agency: City of Tukwila File No. EPIC- 12-87 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. Q 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 Address D ate Planning Director 6200 Southcenter Boulevard, Tukwila G7 Phone 433-1845 Signature You may 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 - CITY OF TUKWILA WASHINGTON CENTRAL BUSYNESS DISTRICT SIDEWALK. AND TREE- IMPROVEMENT Sheet Index SWEET h0. DESCRIPTION - CAI[ PLANS COVER SLEET 2 KEY LMP AND LEGEND ALIpIwt PUN• - •SOUTH AUGM £NT PLAN - NORTH ROADWAY SECTIONS ARSCEUANEOUS OC7AILS 4 5 6 7 8 9 16 II 12 13 I4 15 76 17 18 19 20 21 22 23 5. S 5. 5. 180:1 ST SIDEWALK 1WROVp4ENT PLAN STA 705+00 TO STA 180TH ST. SIDEWALK 6IPROVfl4VVT PLAN STA 710+00 70 STA 7807)6 ST SIDEWALK I/PROVENENT PLAN STA 715+00 70 ST4 180TH 5T SIDEWALK AIPROV0.ENT PLAN STA 720+00 TO STA 180TH 5T SIDEWALK /LPROVEMENT PCµ STA 725+00 70 STA 710+00 715+00 720+00 725+00 730+00 STRANDER BOULEVARD ROADWAY 670ENPN0 PLAN 574 35+00 TO STA 40+00 57R4.NOER BOULEVARD ROADWAY *70ETRN0 PLA/ STA 40+00 TO STA 45+00 STRANDER BOULEVARD ROADWAY wro(N/NO PUN 5TA 45+00 TO 68TH AVE. S. BAKER BOULEVARD S.CCWALK lLPROVEMENT PLAN STA 500+00 TO STA 505+00 BAKER 130U[EVARO SIDEWALK IMPROVEMENT PLAN STA 505+00 1D STA 570+00 BUYER BOULEVARD SIDEWALK IMPROVEMENT PLAN STA 512+00 TO STA 514+00 ANDOVER PARK W. SIDEWALK IMPROVEJIENT PLAN STA 201+00 70 5TA 205+00 ANOOVER PARK W. SIDEWALK IMPROVE)ME7/T PLAN STA 268+00 N STA 273+00 ANDOVER PARK E. SIDEWALK 6MPROVf7ENT PLAN STA 302+50 TO 574 305+00 ANDOVER PARK E ROADWAY moon PLAN STA 348+50 72 514 352+00 AADAER PARK E ROADWAY WEW)6140 FLAN STA 354+00 TO STA 358+00 ANDOVER PARK E ROADWAY WOWING PLAN STA, 358+00 TO STA 363+00 AND BAKER BOO. R0AOWAY w10EN/HO PLAN STA 510+00 TO STA 512+00 24 AN'Dp6R PARK E SIDEWALK 94PROVE7IENT PLAN STA 363+00 TO STA 368+00 25 ANDOVER PARK E SICEWALK IMPROVEMENT PLAN STA 368+00 TO STA 374+00 26 27 28 29 30 31 .72 33 34 35 ELECTRICAL PLANS (SIGMLIUTICW AND STREET LIGHTING) STRANGER BOW.EVARO AND .WL7WER PARK EAST SAONV. LAYOUT STRANGER BOULEVARD AND ANDOVER PARK EAST SKAML POLE SCHEDULE 5. /801)4 57. ELECTRICAL PLAN STA 705+00 S. 180TH ST. ELECTRICAL PLAN STA 710+00 5. 180TH 5T. ELECTRICAL PLAN STA 715+00 5. 180TH 5T. ELECTRICAL PLAN 5TA 720+00 5. 180TH 57 ELECTRICAL PLAN STA 725+00 STRANDER BOULEVARD ELECTRICAL PLAN STA STRANDER 8OULEVARO ELECTRICAL ALAN STA STRANDER BOULEVARD ELECTRICAL PLAN STA TO STA 770+00 70 STA 715+00 TO STA 720+00 TO STA 725+00 TO STA 730+00 35+00 TO STA 40+00 40+00 TO STA 45+00 45+00 TO 68TH AVE. S. SWEET NO. ELECTRICAL PUNS (CONT.) 38 BAKER BOULEVARD ELECTRICAL PUN STA 500+00 TO 57A 505+00 37 BAKER BOULEVARD ELECTRICAL PUN STA 505+00 TO STA 510+00 38 BAKER BOLLEVARO ELECTRICAL PLAN STA '512+00 TO VIA 514+00 39 ANDOVER PARK' W. ELEC7RK)4 PLAN STA 201+00 TO 514 205+00 40 ANDOVER PARK' E. ELECTRICAL PUN STA 302+50 TO STA 305+00 47 ANDOVER PARK E. ELECWRI.V. PUN STA 348+50 TO STA .352+00 42 ANDOVER PARK E. ELECTRICAL PUN STA. 354+00 TO STA 358+00 43 - ANDOVER PARK E. ELECDMS4L PLAN STA 358+00 70 STA 363+00 AND BAKER BLVD. ELECTRICAL PLAN STA 570+00 TO STA 512+00 44 ANDOVER PARK E. EU'CT72ICA7. PUN STA 363+00 TO STA. 368+00 45. ANDOVER PARK E. ELECTRICAL PLAN STA, 368+00 TO STA 374+00 LO L1 L2 L3 L4 L5 L6 L7 1.5 L9 [f0 L17 L12 U3 L14 L f 5 L16 L17 L18 L19 L20', L21 L22. L23 L24 OESCRIP7ION - LANDSCAPE PLANS LANDSCAPE KEY AAP S. 180TH ST. TREE IMPROVELENT FUN STA 705+00 TO STA 770+00 5. 180TH 5T. TRE£ IMPROVEMENT PLAN STA 710+00 7) STA 715+00 5. 180TH 57. TREE IMPROVEMENT PLAN STA 775+00 TO STA 720+00 .5. 180TH ST. TREE IMPROVEMENT PLAN STA 720+00 70 STA 725+00 S. 1801)6 ST. TREE IMPROA£MENT PLAN STA 725+00 TO STA 730+00 STRANGER BOULEVARD 1REE IMPROVEMENT PLAN STA 35+00 TO STA. 40+00 STRANOER BOULEVARO TREE IMPROVEMENT PLAN STA 40+00 TO 5TA 45+00 STRANDER BOULEVARD TREE IMPROVEMENT PLAN STA 4S+00 TO 68TH AVE. S. BALER BOULEVARD TREE IMPROVEMENT PUN STA 500+00 70 STA 505+00 BAKER BOULEVARD TREE IMPROVEMENT PUN STA 505+00 TO STA 510+00 BAKER BOULEVARD TREE IMPROVEMENT PUN STA 572+00 TO STA 514+00 TUKWILA PARKWAY TREE IMPROVEMENT PLAN STA 418+00 TO STA 423+00 ' NA'W7LA PARKWAY TREE IMPROVEMENT PLAN ST4 423+00 TO STA 428+00 7U7MTLA PARKWAY TREE IMPROVEMENT PLAN STA 428+00 TO 574 433+00 TUKWILA PARKWAY TREE IMPROVEMENT PLAN STA 433+00 TO STA. 438+00 7UA'1HlA PARKWAY TREE IMPROVEMENT PLAN STA 438+00 72 STA 443+00 ANDOVER PARK W. TREY /4PROVEVENT PLAN STA 201+00 TO 5TA 205+00 AM007£R PAM E. TREE IMPROVEMENT PLAN STA 302+50.70 STA 305+00 ANDOVER PARK E. 7REE IMPROVEMENT PUN STA 348+50 TO STA 352+00 ANDOVER PARK E. TREE /MPROVEMEN7 PLAN STA 354+00 TO STA 358+00 ANDO7TR PARK E. TREE IMPROVEMENT PLAN STA 358+00 TO STA 363+00 AND BAXER'BLVD. ROADWAY 170 41160 PLAN STA 510+00 TO STA 512+00 ANDOVER PARK E. TREE I4PROVEMEAT PUN STA 363+00 70 STA 368+00 ANDOVER PARK E. TREE 11IPR0VEMEN7 PUN STA 368+00 TO 574. 374+00 DETAILS AND PUNT UST PROJECT llI Vicinity Map K t7'. , PROJECT 'ii' LIMITS fA >� I RS 'ORKS L REC EIIVED JR NMI GUIeiMI)NITV DEVELOPMENT PRELIM JUN 3 1995 1-1 v Cr T� n �CMILA0Y lirC �`, s. --s.. e m. QCDG]�C7n{��nVag±. ^ ^ — CITY OF TUKWILA CBD 1 SIDEWALK AND TREE IMPROVEMENT PROJECT ai b9O Wn cii Ell[D4 4..Ipra IR :,.'9°. .� -KNaM[RRINa-IiTRQT3-M/ATtR-l�tM/tR-PARKS-SUILDINO- . `7Ol 56 00.00•0001 41 1/00(`-�J(v` r.I�'COVER SHEET _ r., OAGARDNER W . CONSULTANTS �N0 .. tl4 ~` M* no data raviaiona OATt 5408 0 ur SECTIONS 23. 28 AND 20. T. 22 N. R. 4 INTERSTATE 400 NOT TO SCALE 1 1 / ;) I -'i 1 5 TRLYK DR. 1 II r-- V 1 r ICORPORATE DR. N,) O c il CORPORATE DR 84 l. L ii UPLAN DR. MIDLAND__ pR_rY"1 i T7ILAND1 DR. (f J.—J I • ii 1411.1IKLER &LVD.!i 1 ISAXONDR`_--- I r t, 14, ;r : r \\ , 7 - .28 Ll /II e. Legend t:xierin Proposed L7 ❑ C4IDI BASIN S �f FIRE HYDRANT O SPRINKLER t• --)E7 SP3M L POLE PEDESTRIAN SAWN_ POLE 111-i7 STREET UGHT CURB RAMP FOUND MONUMENT N CASE �X RELOCATE; RDIIOVE OR ADJUST ONSTALL. REPLACE OR CONSTRUCT CONSTRUCTION BAS£LJNE RIGHT -OF -MY CENTERU E UNDERGROUND POWER CONDUITS/DUCTS UNDERGROUND TELEPHONE WIRES GAS AWN r PVC CONDUITS MR STREET LIGHTING AND/OR TRAFSTC 51GHAL NTERTTE STREET UGHTTNG ELECTRICAL SYSTEM CONDUIT W/2 fd CONDUCTORS /// CUT CONDITION (2:1) FILL CONDITION (3:1) MIME ASPHALT CONCRETE CONSTRUCT ASPHALT CONCRETE DRIVEWAY APRON PER DRIVEWAY SECTION 'C -C' ON SHEET 5. INSTALL ASPHALT AND BASE COURSE PER ROADWAY SECTION 8-8' ON SHEET 5. NSTALL CEMENT CONCRETE PER TRENCH OETNL ON SHEET 6. PREPARE COSTING PAYDENT AND INSTALL ASPHALT CONCRETE PER ROADWAY SECTION V -C ON SKEET 5. r !U o[ 1-. t-1 •eo ti ewe 4s;C kl YA :� ti BOO Wg3WEI43®Wfag — TUKWILA CENTRAL BUSINESS DISTRICT SIDEWALK AND TREE IMPROVEMENT PROJECT ,Z `70) M _ �����J�j� 1 _ �[ J�`Jt! Q t�1 RR �4 orol tlFNyva •R 1/16 ,K „o, iNa1NlQRRINa-BTRtIITs-WATaR-SSWQRPARKA-6UILDLNO- - GINN:t,a mg KEY MAP AND LEGEND C °" P^I GARpNER CONSULTANTS A A rc NK]IPK4 n:.i¢rw r --c• A: v., nr "Le NO PILe •• NI - - -- .... t-1 •eo ; I III II 3 11 CC re l V 1 � I _ 1— 1 UT II Z o, W Ito hi r' It • I.. SECTIONS 23. 25 AND 26. T. 23 N.. R. 4 E.. W.M. MATCH LINE SEE SHEET 4 C8RPORATE DR. N.' g I 1-C3 14 C RPORATE DR. 5.; I — • - ilall I f aaWW� __l (Li pili Ct 111 i; I I 0 ,11 Z Q I I , ` I - crow Aar WILA000 ,�I t /MINI BLVD. I�� n1. mac W,, sv i it a1poM ./ -- -77.7..77P7 MAY C.I.Mrs ;' rr altar !� ' j ... _._ . _. _�_-.—_ __-_ - — aoer o ..a I ' I I mower AA Mat' Dalsaw aoa '' hi UPLAND' DR. I 1 titattePr ,. pm, Ian :I poor MOWS w •It.fo UV VOW ,,N I: aaoo;,: 1, I w VqA in .11...03111 .1 I Il MOP i 11 I 1, I.c i A A i.•.era 1 W14 _. A. Jr•M.l• li -C'C—Nes MOW/ MdDLAND DR. :(Priv. wASSORm Oa 11.19,111 Meaa • 4 10/0 dl i i SLUES. .–. kC��•�Ibo.CAstuar ;SAXON DR. W IAA Maar ,A‘ '11 111 TR LAND DR. (Priv.) 1 0100. '' , \\\ l 1 OS fat n.,a. Pagano •3 w wA a.o• S 180TH ST. �,r AA �'1 '; !'I wwv &MINI t. Va. JO).!•J• Fa ue. MS { fAr. •�,i pope .(I,1�g1 1n .u"0c p+-. 1 11 I Il tri, IL none it1 IBJ•. u 1 �a o1cJfiJ 1 1. Ic Ja n. • r .a Sac u Ir ra1L-1 a,.,r...• Moen • ampf 1 ,1y `- _l - )-> 17. Iiw a Q' to .PRELIMINA;;I 260 0 250 600 750 scALto- IN FeeT r—• L✓ �cw11--,1 imr lib 1gir `_ � ea- <'' " ®OwdOtas�r�f3 CITY OF TUKWILA CBD , _ • SIDEWALK AND TREE IMPROVEMENT iPROJECT o �R� I zi. r 1i—i lJ ����� Z�i.�rlo1' o —'-'• a c. vw"' . .a.. A.W. ve -ItNal!>RtRINCI-STRRTS-WAT=R-S[1MtR-PARKS-BUILDING- crrcJl•0 1V. 14e _ `70� rot ALIGNMENT PLAN - SOUTH . rot . G.ARDNER CONSULTANTS R�at.� WFIOK3 JP a .ea..o.... • .ae ..s...........aoJ m coos ; 03,E - J" """ i C><►nM M...1 no date revialons more voe - Teo a n e =MOW= . 4 NM* • Ip . wa.:p INTERSTATE .405 fa NINNY WM. Dew i 40. IIs. n.• Wr.r. 11 t worW0110 NW. • 1 "i_ • Wow wow i SECTIONS 23. 25 AND 28. T. , 23 N.. R. 4 E.. W.M. orr or A 5D•sa IIA. won. TUKWILA PARKWAY MA. I•r Deno. X11 w ball.' • a p0.Or 1 I F; I W al Mama ONINONN1 d4!' NatalmaN MI. AM 1r Mir , I I, Zorri0 Own WC/. . oal Loan I i_I MOW BAKER D. DIOXIN -o;s _ ....- 0001 WOO 0.10. +OPO Ar. a r.G /sI ,o• i 1Ilz I ; A C A -1 I, MOWN7 11 aoseelo rr I.o.w...I PrOrpar ip <1M PTO. LOA R. r• i l li , I; q MAW"•\ ...a.r oueor , nlwo.J•I' 1•`-- ar wan Illoor ' Deaar :1ii pour Jri}.J(: ��Im' STANC�ER BLVD.I "tel j ;4+ti; --'i -- ----'sem r01101[lO' I `I WM" A.IG PM A 'ills - I pew =worm I ILI 6,5 ,11 it -- I Lanre j, Laka• ilaV 1 Def 00I r0arllli -J' 1 I • . WE IK C IwaOr •wI • • AM LW WO DOWD COMMIE Ce I r' _.J w1 Lm�I IT mM racas, J, MUSS as SOLI/ or Mori MOON I !Moos ar 1'0 NOM • Mar WOW mower re WOO ;t�e�1l, wmco• laaa.r /a .LLC pn �ppal II 1 - �L'�•l. �I \_1*me UNI -1- W WOO A▪ M• OK ala It Kea Pam Mr INN / .• Iat. m „LaMar 0 Woo I Oafr I MN /, Iewll a INIMItlar M. YIrNOIR4` I i R 4. Wotarr a , 1' TRECK ' DR. - -- ----.. I ...= 04.400 • w J� L�'. A Y•aJ1 ar/Oa O 0 A aMp A /./../.0r/./../.0�,� WOW LSI .r.LO we 1 Q Q .Y: 3331•' A Luc /ni Qi MATCH LINE SEE SHEET 3 • i DO OO w': ;'4' CI! amr s•/lata m 0.• Mr, O A- • I{6�0010 1 4C60aG I1OMO /YM .•Der oardlt wiOO.,.%. 4~ •aaaaar .IME MOM Ir. q amoal Nam, I.I.Ia Namara IW - ma won /R Oa u4 •w}.im .MRO 5.0 00 M LOLL ,Moa a A arty Law PRIM R NO Dep ,nm aa/ ,Anis NONA= I.aJ..al nal 5.0 IN ..Yaa waa PC (IV A Aran, 00101.0.0 NW ,,, AM Dela R (Ir Dep ANLL. .•fl mon . ,a MOLL - A Mr Dep Malan 01011111,0.0 J.a. a RMA I L= ,..1Yq! ,.O}RA ALIGNMENT PLAN - NORTH M A rOl I OW .MM ,c81.0 Ma WO R WO I Ota IaaO/rn ,./a,tlaa per.'. 50 IO .A I OW .)Nr..}rl I..ILMI m ra Mt I OM Ilewaa Iag.afM WO Il Y I Ola ,w....} ,en.,al OW °ata MOWN (1-r ,Ia. WO ,snrnal SW Den laaaa MI ma ,aRatl ,.e.w,,. r SAA„ R EL11Y116I' hii 250 0 250 500 750 SCALE IN PEET ��f ��� s�(j(]O�('l (o�(�� Dew ttrr�� I tt/r=�� ym.. °••, �tl,, �CDWQ3CM]D{'6ECc t _ CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT «Ilv.r •Ic. vae 4 re., Dew. v.° G iNafNlltRIND-BTRR=TB-MATER-slwiR-PARKB-SUILDINO- O cnaaa.a ac. v°e ALIGNMENT PLAN - NORTH �"`' °" GARDNER CONSULTANTS per.'. n 1.) EXISTING CURB AND GUTTER EXISTING PAVEMENT EXISTING CURB AND GUTTER CLASS 'B' ASPHALT CONCRETE OVERLAY - 4. CEMENT CONCRETE SIDEWALK CEMENT CONCRETE CURB AND GUTTER ------------- .4:r VAR ES EXISTING GROUND ---------------- -<: ' (SEE PLANS) L 1r Y CUSS 'B' ASPHALT CONCRETE PAVEMENT 4" ASPHALT CONCRETE ATB ROADWAY SECTION 'B -B' N.T.S. I 4" CEMENT CONCRETE SIDEWALK IIIIIIIIIIIIIO1l diiliiiiiiliiliiG' • • • . • • • • ..I n 1 1 1 I 1/111.1 11 1 EXISTINGPAVEMENT 6' CEMENT CONCRETE CURB AND GUTTER (COLD PLANING) VARIES EXISTING GROUND ____---1`G (SEE PLANS) L 6' r CLASS 'B' ASPHALT CONCRETE PAVEMENT 4" ASPHALT CONCRETE ATB ROADWAY SECTION 'C -C' N.T.S. r .F PREL1M1NAW n `` °°" � � a`� @OO G]BMO13TIO'D'3� _ CITY OF TUKWILA CBD• SIDEWALK AND TREE IMPROVEMENT ;PROJECT [750) yy��// V'- -R ��� loJ��� ►8-1 �Qo M.1pr� •R. lin WO.% kw. „1, `l -1NalNtIRINQ-sTRQTs-1MATti11-dS1M=R-PARKS-SUILDIN4-•e••••e OR. von1^�11�'''1_ \� p'•i •w %;m•N o /�.. �+ V V ROADWAY SECTIONS rn.e • oec pr. eir GARDNER CONSULTANTS + UC •+ �- OP E ov •.-P Al NC ^° °1 ^' no dot* revisions oATK aioe lei• „nM! F, I. ".- �.�. . . . -.. CEMENT CONCRETE (4" TH/CK) 5/8'x 1/2" DIAMOND PATTERN WITHOUT FRAME 3' 3' 3' C fir• SQO'V IFN/. f yE,sG1. SJ CURB RAMP DETAIL N.T.S. EXISTING PLANTER OR LANDSCAPING EXISTING CONCRETE" CURB & GUTTER WARNING STRIP 5/B' x 1/2" DIAMOND PATTERN BOU Tte) `SR G p;cN 4.41P 44146 R r� / 4- • EXISTING CONCRETE EXTRUDED CURB PROPOSED 6' WIDE SIDEWALK 1Y LOCATE .45 REQUIRED TO MINIMIZE CONFLICTS WITH EXISTING ununEs - SUITABLE BACKFILL MATERL4L • COMPACTED TO 95X MAX. WARNING STRIP DENSITY. (USE 100X CRUSHED 5/8'x1/2' DIAMOND SURFACING TOP COURSE UNDER PATTERN WITHOUT DRNEWAYS) FRAME ASPHALT PATCHING AS REQUIRED. MATCH EXISTING ASPHALT CONCRETE THICKNESS (3' MIN.) OVER .3" CRUSHED SURFACING TOP COURSE ce. rs O„p Cq` 1r hyC�Bq y?F 'rSJ CONSTRUCT CURB AS REOUIRED TO MATCH BACK OF DRIVEWAY. BEVEL END AT 2:1. (TYPICAL) NOTE: FOR SECTION NEW, CURB AND GUTTER DIMENSIONS, AND NOTES SEE CITY OF TUKWILA STANDARD PLAN NO. R7. EXISTING CONCRETE EXTRUDED CURB --- EXISTING PLANTER v OR LANDSCAPING C ��• CONC�`�Ir ,fsJrF 30" VIEW 4, k'14 lir mom rri 6' CL. 'F' BEDDING ?' PVC * CONDUITS (2 OR 3 AS INDICATED ON PLANS). WHERE SHOWN ON PLANS USE ONE CONDUIT FOR STREET LIGHTING ELECTRICAL SYSTEM REPLACEMENT INCLUDING 2 /8 CONDUCTORS. EXPANSION JOINT ELIAIINATED IF GUTTER & APRON ARE POURED MONOLITHIC O441'1RNG R� RE MODIFIED COMMERCIAL DRIVEWAY N.T.S. EXPANSION JOINT INSTALL CEMENT CONCRETE CURB & GUTTER A5 REQUIRED TO MATCH EXIST. CURB TANGENT EXISTING CONCRETE CURB & GUTTER WARNING STRIP 5/8" x 1 /Y DIAMOND PATTERN WITHOUT FRAME (TYPICAL) TYPE -2 JUNCTION BOX MATCH CEMENT CONCRETE PAVEMENT THICKNESS AT EXISTING CEMENT CONCRETE DRIVEWAYS OR SIDEWALKS WHERE INDICATED ON PLANS IN AREAS OF STREET WIDENING USE. ONE CONDUIT FOR STREET LIGHTING AND CONNECT TO STREET LIGHTING JUNCTION BOXES WHERE SHOWN ON PLANS * ANY CONDUIT WITHIN PAVED ROADWAY SHALL BE 2" GALVANIZED STEEL ELECTRICAL CONDUIT TRENCH DETAIL N.T.S. 4" DRAIN PIPE 2' 2'(MIN.) 6x6-W10xWI0 WWF �Y p RELIMIII SECTION 'A -A' 12' 'A' 2 4" PIPE THRU CURB FACE * 6x6 -W 10xW 10 WWF GUTTER CURB DRAIN DETAIL N. T.S. * WHERE EXISITNG DRAIN PIPE 15 LARGER THAN 4', REPLACE EXISITNG PIPE FROM 2' BEHIND SIDEWALK TO CURB FACE WITH 4" PVC LS _'�7u17^T' /� f'^��I _ 0 '' °°� ' BOO GGIQ3�]D��W43l CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT 6` drown AN 1106C' -lNl flitRlNQ-BTRaTS-WATCR-8<l IR-PARKSPOLPILDINO- 7O 41.«1.4 0 WW1 MISCELLANEOUS DETAILS '.'_`.. GARDNER CONSULTANTS _ °.... 17900 23.2 • A3PH. :TRH. F.4 W/ETE, ARrc._-. \ \, \ .\ 1 _• \ I of ;PE' 1 •T a,;.r c r., ^'-�' >e --t,-._. _,_�•_,. \ \• _ -i F. S l �.. CONE'. 3W. Z4.2! 705+00-- -. �_. .2c,_ 24.0 24.7 r 25.3 1. 23.3 }.1 O STA. 706+88.8 BEGIN CEMENT LT ) SIDEWALK, MATCH EXISTING 8' WIDE SIDEWALK, AND TAPER TO 6' WIDE IN 10'. O (LT.) TO STA. 709+57.7 LT INSTALL COMMERCAL DRIVEWAY PER DETAIL SHEET 6. 3., CONC. APRON 24.7 N.E. 1/4 S. 35, T. 23 N.. R. 4 E., W.M. 5920 1I, . .Ic 1• Fr -.1 • II 'i....;1 IL S .iry iI Acr„ -i ti ) 15' UTILITY EASEMENT ''SPH.' I 61.i3;NE: I PH -' ^.:(AFH;. WATER .'A )f.1 Wi (2) FIRE CJD PCST: W:J. 1251 A'{=H j) 1_. c I 1 I i ::t!N1:.1 K: t)RBIr > ' 1 I + L. RIStR i��arel�r„�r•��A�►�or• !L ; I I • .S.\I:H. --=,---, `` f '!i>11�Y1.►�icia I ` I I. I. i .4S.FH. F. 51GN ••• E, :OW.; riLIRB IRti. SIC.31 00 Ili W ^ ''_ V/ !Ll N ...3 707+00 24.3 SOUTH 180T - 708+00- - - I H STREET • 4 - 2 34 74 7... I ..._ .. _.._ _- _.. _.. ._.. •-- f STA 706+' 7.1 RELOCATE SPED. (34.5PED. 10T ) STA. 706+97.1 (38.0' LT.) 2 STA. 707+06.9_(33.3' LT.) REXAOVf5- DEC. __L 3 STA 707+32.4 (35.2' -LT.) 1-1 REMOVE T DEC. TREE MTA._ S 7074-84.5 (35.0' LT.) REMOVES- DEC. TREE) aSTA 7074-93.8 (31.8' LT.) RELOCATE BUSINESS SIGN TO STA. 707+93.8 (36.5' LT.) 66 STA 707+93.8 34.2' LT.) RELOCATE TEL (BY OTHERS) ❑ 7 STA 708+09.0 -(33.5' -.LT.) LMOVE 10- DEC. TREE) 8 STA_ 708+38.2133.9'-LT.)REMOVE r DEC. TREE J 9 STA. 708+62.0 (33.9' .LT.) REMOVE -6-- DEC. -TREE / 10 STA 708+70.3 (33.6' LT.) RELOCATE F.H. 70 STA. 708+70.3 (37.6' LT.) ElSTA. 709+10.7 (33.3' LT.) RELOCATE TR4FF7IC SIGN TO STA. 709+10.7 (37.6' LT.) 12 STA. 709+25.1 (29.7 LT.) ADJUST WATER VALVE TO GRADE 13 STA. 709+59.7 (33.8' LT.) RELOCATE LUMINAIRE TO STA. 709+62.9 (38.0' LT.) - NOTES 23 OFF TRACK 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE MID ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE U11UTY RECORDS. 2. FOR THE STREET LIGHTING AND .SIGNAL INTERT1E CONSTRUCTION PLAN SEF SHEET 28. 3. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555. -- 709+0- 15' UTILITY EASEMENT _,t [PRELIMINARY '° 0 + 20 40 eo SCALL IN reel- -- ,,,,, 11 1' J I�+ lir •��I�UI�--� ti�J r"�+a1'-�� 1�1 I�-1To -tNGINIE RING-STRQT3-WATUR-SIWUR-PARKS-6YILDINO- ``� °°` .a•, 4"• "��Tr 1,4,14°o '",ring X00 W�MOQ&t7Gt�{3� _ CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT 7 � s AW. os �O sown AR, Iron G SOUTH 180TH STREET SIDEWALK IMPROVEMENT PLAN STA. 705+00 TO STA. 710+00 P^r "w nye • ogre GARDNER' CONSULTANTS Aad v fXS pN J co e! .aa a aco r ,v.. r.t. r wom m. �.•oow p-,- SCALEu "° �' " no dots revisions o•re 2/88 Invr.e. 1NMJ Teo N W W Ln II -I W N 0 0 0 T• C.6. 15' UTILITY .. ::vFii " - L r EASEMENT - ..... • - .. T a::rH. R0. N.E. 1/4 S. 35. T. 23 N.. R. 4 E.. W.M. TELEPHONE EASEMENT El 61 1/3 B_ +•- 15' UTILITY EASEMENT t :i (FU':TIOt: 2_O O 10'X9710EMENTLT) BEGIN RETE O SIDEWALK FOR M7ETRO BUS ZONE O3 CE)IIENTCONCRETESIDEEI ALK ANGLE POINT OSTA 713+75.9 (35.1' LT.)) INSTALL CEMENT CONCRETE CURB RAMP O STA. 713+92.6 (46.2' LT.) INSTALL CEMENT CONCRETE CURB RAMP OSTA. 713+94.3 (59.7' LT.) CEMENT CONCRETE SIDEWALK ANGLE POINT O STA 714+65.4 (58.3' LT.) CEMENT CONCRETE SIDEWALK ANGLE POINT O 714+69.2 (CO�AE CURB RAMP OSTA. 714+86.5 (31.6' LT) INSTALL CEMENT CONCRETE CURB RAMP 27, 711+00- - . • 12 51 ; MATCH LINE STA. 201+00 SEE SHEET 18 Pin SEWER EASEMENT r -712+60- -- . SOUTH 180TH STREET STA. 714+98.0 (36.1' LT.) CEMENT CONCRETE SIDEWALK ANGLE POINT STA._710+64.5-(42:7r LT.) REJIOYE 5565 CONF-TREE 2 STA. 710+73.0_ (35.4' LT.) REMOVE 4- CONT TREE J E STA. 710+87.7_(38.3 -,LT.) REMOVE r CONF. TREE 0 STA. 711+10.8 (33.8' LT.) RELOCATE SIGN TO STA. 711+10.8 (38.2' LT.) E STA_ 71-1+44.4 (37.5'\LT.) REMOVE 8- CONF_7REE © STA 711+67.4 (32.6' LT.) RELOCATE F.H. TO STA 711+67.4 (38.2' LT.) ElSTA 711+70.2 (34.7' LT.) RELOCATE W.M. TO STA 711+70.2 (38.2' LT.) ©STA._71-1+93.8" (37:8' LT) REMO.VE_B-CONF.- TREE • STA. 712+_13.1436.8'_ -LT) REMOVE If" CONF. TR EE 10 STA 712+28.6 (40.5', LT.) REMOVE-6-_CONF. TREE 1 i STA. 712+75.4 -(41:4' -LT.) REMOVE" 6' CONF. TREE) L-= ---f g STA 713+11.3 (32.2' LT.) RELOCATE BUS SIGN TO STA. 713+00.0 (38.0' LT.) 14 STA. 713+54.0 (33.8' LT.) RELOCATE STREET LIGHT To STA. 713+54.0 (37.6' LT.) 15 STA. 713+90.3 (54.4' LT.) ADJUST POWER VAULT TO GRADE (BY OTHERS) 16 STA. 713+98.7 (64.3' LT.) ADJUST POWER VAULT TO GRADE (BY OTHERS) Q STA 713+99.2 (74.5' LT.) ADJUST POWER VAULT TO GRADE (BY OTHERS) • 713+00 .. STA. 713+97.2-.(89: JLT.) --' REMOVE 6' CONF. TREE 19 STA. 714+66.8_(74.0 1.-T.) REMOVE 6' CONF. -TREE) ® STA 714+68.0 (70.1' -LT.) REMOVE 4-- CONF. TTRE£I 21 STA. 714+76.2_(64.4' LT.) REMOVE 4' CONF. TREE STA. 714+79.4- -(60:5' -L-T:) REMOVE 6' CONE. _7REE_J STA. 714+81.6 (54.6' -;LT.) REIOVE-Er,-CONF. TREE STA 714+82.8 (48:6' -LL) REMOVE 8"! CONP_TREE STA 714+90.1 (31.7' LT.) ADJUST TRAFFIC SIGNAL HANOHOLE ro'GRADE 16305 • 1,'4 4,001 ® =p 0 714+ 0 Lt 0 INTERSECTION STA. 714+29.37. S. 180TH ST. = STA. 200+05.90 • • ANDOVER PK. W. FD.. M.I.C. /215 NOTES: En En (2 ( Sir;.iwi 0 t.( 0 '7.9 Si7; 22.1 ...ra:. CI iR- : LIF :4.1 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE UT7UTY RECORDS. 2. FOR THE STREET LIGHTING AND SIG?44L INTERT7£ CONSTRUCTION PIMA SEE SHEET 29. 3. GALL 48 HOURS BEFORE IDU DIG 1-800-424-5555. 1PRELIMINEY 0 W (ll 1. N LU W 0 I0 W Z J 2 0 Q 2 20 40 eo SCALE IN reel- \\ r - V )' �l J� _ [ ]�rOl('� �`��� �/�1 �"�lr�lo1A+- -IINOINIQIIRINO-BTRIIIITS•WATER-SQWER-PARKS-BUILDING- �[� -�o °°. lit%. ., '.` 770°+° pw vg, .- CC CDQia]0 00{3C3 1/06 CITY OF TUKWILA CBD8 e� ww.r.a A.w 1oeWwwSIDEWALK AND TREE IMPROVEMENT PROJECT SR voe GC 70 p'"1"" SOUTH 180TH STREET SIDEWALK IMPROVEMENT PLAN rile . oo*C GARDNER CONSULTANTS A P.IC, '.'O'( o'.3 '-'.) =c.. .r P`1 db- • CTA '71 n_ n n -re") CTA 74 r_ . n r" _.1. .,. w .. .. .- c0 W 11J 2 W LU U) 0 0 ''F^- V/ i IIKT6 ▪ ( -F 1232 =E 15' UTILITY ,.- - EASEMENT N.E. 1/4 S. 35. T. 23 N.. R. 4 E.. W.M. COME. :"!F:G - r �! 54'• R EASE ILROAO'- ENT AMBERS WIEERMEMBIMEMer PIPIT P IMMONIMMEEMPOiNINBIONI44111111-* "Ns OUTH 180TH S REET El p u le 74 4 - 716+00 ------' ,i II 4SFH. RD. -- -- 717+00 . 0 0 o foo P.C. -� STA. 717+38.41 • :15. a i'UAUTY �1 p v10 c'nFK!I,G EASEMENT 1 . OSTA. 717+57.0 (LT.) BEGIN CEMENT CONCRETE CURB AND GUTTER MATCH EXISTING CURB OSTA 717+72.1 (36.2' LT.) CEMENT CONCRETE SIOEWALX ANGLE POINT OSTA. 717+72.1 (29.4' LT.) END CEMENT CONCRETE CURB AND CUTTER OSTA. 717+85.7 (41.3' LT.) CEMENT CONCRETE SIDEWALK ANGLE POINT 5 STA. 717+73.5LT.) TO STA. 717+93.6 LT.) INSTALL ASPHAL AND BASE COURSE PER DRIVEWAY SECTION 'C -C' ON SHEET 5. 6 STA. 717+95.4 (41.6' LT.) ENO 6' WIDE CEMENT CONCRETE 'SIDEWALK. MATCH ELEVATION OF RUBBER TRACK CROSSING. 07 STA. 717+95.4 (41.6' LT.) TO STA. 718+05.8 (41.7' LT.) INSTALL (4 EACH) 2'x6' RUBBER TRACK CROSSING MATS O STA. 718+05.8 (41.7' LT.) BEGIN 6' WIDE CDIENT CONCRETE SIDEWALK. MATCH ELEVATION OF RUBBER TRACK CROSSING. gg STA. 718+03.5 (LT.) TO STA. 718+37.6(LT.) INSTALL ASPHALT D BASE COURSE PER DRIVEWAY SECTION 'C -C' ON SHEET 5. 18000 10 STA 718+30.2 (40.6' LT.) CEMENT CONCRETE SIDEWALK ANGLE POINT 11 STA 718+42.4 (35.6' LT.) CEMENT CONCRETE SIDEWALK ANGLE POINT 12 STA. 718+85.7 (LT. 1'O STA. 719+16.5 (LT. INSTALL MODIFIED MM£RCIAL DRIVEWAY PER DETAIL SHEET 6. a STA. 715+17.8 (35.6' LT.) RELOCATE TEL. RISER (BY OTHERS) STA _715+28.1 (40.2' LT.) REMOVE -63)- 5" -DEC. -TREES STA. 715+35.0 (32.3' LT.) ADJUST TRAFFIC SIGNAL HANDHOLE TO GRADE STA 715+93.2-(39.2' LT.) REMOVE 14: ..DEC. _ .TREE STA 716+08.7 (30.7' LT.) ADJUST STREET UGHT HANDHOLE 10 GRADE STA 716+21.2 _(42.2' LT.) REMOVE" 12- DEC.. TREE-') -- 1 tjl 0 0 718+00 ' u • 6750 20 0 10 40 60 10 E7 STA. 716+18.8 (30.7' LT.) ADJUST STREET UGHT HANDHOLE TO GRADE STA. 716+68.5 (35.0' LT.) RELOCATE F.H. TO STA. 716+68.5 (38.2' LT.) 99 STA. 717+06.1 (41.9' LT.) REMOVE 8' -DEC.-TREE" 1 p STA 718+76.2 (35.8'LT) RELOCATE TEL RISER (BY OTHERS) 11 STA. 719+38.1 (36.5' LT.) REMOVE BUSINESS SIGN POST 12 STA. 719+75.3 (36.4' LT.) ADJUST W.V. TO GRADE / 11g}00 . • 13 STA_ 719+81.6 (39.6' LT.) REMOVE 4' DEC. TREE I. RD. P. r.• STA. 719+43.87 FD. M.1. C. ,¢'512 ' -7 CD NOTES: 1. EXISTING UTILITY, LOCATIONS ARE APPROXIMATE AND ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE U77UTY RECORDS. 2. FOR THE STREET UGHTING AND SIGNAL INTERTIE CONSTRUCTION PLAN SEE SHEET 30. SCALE IN FEET #00 3. CAL 48 HOURS; BEFORE YOU OIG 7-800-424-5555. 1PRELIMI ni r-1 ./ ~ °°'**1, »•� � ''ten ,F ®OO W��]OLWf3� _ CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT 0,,,,,,..D�'� l'� a'UU V�1 '`�� rlr� Irl l�i O •��� ae.n A.W.. v.e -INOINEERING-STREETS-WATER-SIMPER-PARKS-SUILDINO- • `7O en«rw •c vee GC SOUTH 180TH STREET SIDEWALK IMPROVEMENT PLAN STA. 715+00 TO STA. 720•60 ° ' "''�^�"�«° �IL� • 1p7C GARDNER CONSULTANTS , „ s esu, � palm CAL A$ NO n. ►k n. no dote reviaiona DATE 3/06 i,,a.., ,,,,,t M STA. 720+00.3 (40.6; LT) I- lREVOVE'_B'_DEC: TREE 2 STA. 720+52.8 (39.7' LT) REVOVE-3'-CONE- -TREE' STA. 720+59.4 (40.1' LT.) REAIOVE4" COVE TREE' • STA. 720+66.3 (40.0' LT.) REMOVE 5 - DEC. TREE 0 El El STA. 720+70.0 (35.1' LT.) REMOVE_?" CONF. TREE STA. 720+73.4 (40.9'. LT.) REMOVE 4' CONE TREE STA720+75.2 (33.2' LT.)) RELOCATE STREET UGHT TO T720+75.2 (37.5' LT.) ®STA. 720+83.5 (40.5' LT) REMOVE 10' DEC. TREE IESTA. 721+35.5 (32.9' LT) ADJUST SIGNAL HANDHOLE TO GRADE 1O STA 721+35.2 (39.9' LT.) REMOVE 6" DEC. TREE 11 STA. 721+45.4 (41.2' LT.) REMOVE 10' -DEC.-TREE- _. 12 STA. 721+49.8 (31.4' LT.) RELOCATE TRAFFIC SIGN TO STA. 721+49.8 (37.3' LT.) 51 STA 722+01.4 (37.2' LT) - REMOVE _10" DEC. TREE - 6750 .AN IEP. ";t7^^;.. 37 AMER .Y! 4111%1106....fr EC -NIP - CONC. _!!F6 "/ Via: C.F.i 4•. F'li. • i IANTEF !jl!jHEj 14 15 STA. 722+03.8 (32.2' LT.) RELOCATE BUS SIGN TO STA. 722+03.8 (37.4' LT) STA. -722+1 9.4 -(36. 1 ',LT) REMOVE 5" DEC. TREE. SECTIONS 23. 25 AND 26. T. 23 N.. R. 4 E.. W.M. 18 STA 722E TO+29.4 (36.4' LT.) RELOCATLIGHT POLE STA. 722+29.4 (39.5' LT.) 1771 STA 722+37.5 (36.5' LT.) - REMOVE 14" DEC. TREE 1233 MATCH LINE STA 302.50 SEE SHEET 20® 19 ,P STA 722+57.7 (37.7' LT.) REMOVE 15" DEC. TREE STA. 722+63.2 (34.7' LT.) RELOCATE F.H. TO STA. 722+63.2 (38.0' LT.) STA. 722+63.1 (30.7' LT.) ADJUST W.V. TO GRADE -' 'NAT. .. It/ 4I., r -i: ,...-.=---=--=Li , ( IA�_.j: l\�' tj, l! 4 . -. '15' UTILITY EASEMENT 21 STA 722+90.1 (34.8' LT.) ADJUST SIGNAL HAND TO GRADE • - INTERSECTION STA.. 723+42.20 S. 180TH ST. = STA 301+47.15 `, ANDOVER PK. E. - • 2!e :Ae (411141114"0114,4440.1•40 410410010.4461440 FA _ - CO14/ 0 0 ,^ 0 ry P.C. ' STA. 7204 17.21 F0. M.I.C. /513 - %S STA. 722+98.8 (53.0' LT.) ADJUST SIGNAL HANDHOLE TO GRADE ©STA. 723+68.5 (51.3' LT.) ADJUST S.S.M.H. TO GRADE STA. 723+72.1 (42.5' LT.) ADJUST STREET LIGHT HANDHOLE 1U GRADE ?6 STA. 723+74.3 (40.4' LT.) ADJUST SIGNAL HANDHOLE TO GRADE FR STA. POUR SIDDEWALK (AA�NST ) SIGNAL FOUNDATION. USE 1/2' JOINT FILLER. STA. 724+12.2-(39.6' LT.), REMOVE /0' DEC. TREE 2 STA. 724+48.1 (39.9' LT.) REMOVE 10. DEC. TREE - ®STA- 724+812 (39:8' LT.) REMOVE 12' DEC. _TREE 31 STA. 724+86.8 (33.3' LT.) RELOCATE STREET LIGHT TO STA. 724+86.8 (37.8' LT.) 32 STA. 721+92.4 (LT.) TO STA 723+04.9 (LT.) EXCAVATE EXISTING BERM AND RECRADE PLANTER AREA FROM CURB TO CURB STA 723+03.1 (64.9' LT.) REMOVE 8" DEC. TREE STA. 723+64.6 (75.1' LT.) REMOVE 12" DEC. TREEI O STA 720+09.?LT.TO STA. 720+48.3 LT. INSTALL MODIFIE OMMERCIAL DRIVEWAY PER DETAIL SHEET 6. O STA. 720+89.9 STA. ID 721+27.9 (LT.) INSTALL MODIFIED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. OSTA. 721+70.4 STA 721+92.4 (LT.) O LT.) INSTALL MODIFIED COMMERCLAL DRIVEWAY PER DETAIL SHEET 6. OSTA. 722+17 (LT.) BEGIN 10'X9' CEMENT CONCRETE SIDEWALK FOR METRO BUS ZONE OSTA. 723+04.9 (45.9' LT.) INSTALL CEMENT CONCRETE CURB RAMP OSTA. 72.3+14.1 (78.2' LT.) P.r. CEMENT SIDEWALK CONCRETE 0 STA 723+55.6 (80.3' LT.) P.C. CEMENT CONCRETE SIDEWALK OSTA. 723+65.2 (47.4' LT.) INSTALL CEMENT CONCRETE CURB RAMP NOTES: 10 0 10 40 EO SCALL IN reel' 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE UTILITY RECORDS. 2. FOR THE STREET LIGHTING AND SIGNAL INTERTIE CONSTRUCTION PLAN SEE SHEET 31. 3. CALL 48 HOURS BEFORE YOU. DIG -800-424-5555. IPRELINI F . ••.►i '' °°� ®OO W M O t &O GV tt c3 ^ CITY OF T U K W I L A CBD SIDEWALK AND TREE IMPROVEMENT PROJECT [7100) hiL-ii,,, lJ ��{�.IL. JY VV ` c �_J1I 11(_ J1 �fL_�❑� 1'�'�IV1(.�,VI^/' I�^p'� 1'^1I ( r�I G wMgrW 1/0e t+\�O �/t "�' `b AS Wk �w Ane 1-'r U�� U •QNGINQlRINQ•8TR!!Ta-WATlR-aQWISR•PARKB-sU1LpINa-cfnec„w eK 1/•e^ �� • _ • P^'1 �^+ '\*`���i"`„��I°�o r V (v SOUTH 180TH STREET SIDEWALK IMPROVEMENT PLAN rtLe • Tin GARDNER CONSULTANTS i"'I of arc rl '1 A. N.E. 1/4 S. 35: T. 23 N.. R. 4 E.. W.M. 1230 ,i• 1 �') CO tF t� JI w- s arUN' s'\ k•_ I 1I ;1 ;- 1., \ N:\. 1 54' RA/LRO�I7 EASEMENT I \I ; �I i \.:'- I 1 I:,.gil I ii h�'U.:d.l f. lil tl 20 20 40 60 SCALE IN FEET HOME 'DEPOT • 15' UTILITY EASEMENT ❑1 STA. 725+14.5 (42.9' LT.) REMOVE- 6. -DEC. TREE - IT 5D 51 ADJUST SIGNAL HMI LT. TO GRADE ElSTA. -725+57.1_-(37.8• LT.) REMNOVE 5' DEC. TREE ) STA. _725+97.7_(40.4' LT.) (REMNOVE J• DEC_ TREE ) al STA. 726+16.9 (31.1' LT.) ADR/ST STREET UCHT HANDHOLE TO GRADE 1/16 COR.. FD. M.I.C. /516 6 STA. 726_+25.9 (42.5' LT.) REMOVE (3) -12'DEC.-TREES a7 STALE 61 ( T. 1' L sow. HAN TO GRADE STA. 726+43.9 (31.1 ' LT.) ADJUST STREET LIGHT HANOHOLE 70 GRADE STA. 726+67.3 (51.5' LT.) REMOVE 2':;DEC. TREES STA. 726+58.8 (LT.) END 6' WIDE CEMENT CONCRETE SIDEWALK MATCH EX/7/74C SIDEWALK NINES 1. EXIS77MC U77LRY LOCATIONS ARE APPROXIMATE AND ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE UTILITY RECORDS. 2. FOR THE STREET LM,HTING AND SIGNAL INTERTI£ CCWS7RUCIXIN PLAN SEE SHEET 32. 3. GALL 48 HOURS BEFORE YOU DIG 1-800-424-5555. U111- t0 'AMEN EP • SOUTH 186TH- -STREET ---- P.T. ---STA.-728+60.04.'"❑r,•-- ___ FD. M.LC. /517 ------ - -=- 1 ,5' UTILITY EASEMENT 725+00 PREUMll1 itrt 0 T—1 0 1�4 lr�',�jlojlJU ti/V �`-'�+,-SU ] l�1l�—'�f -INOINliRiNO-STRIETs-M/ATfiR-sfiM/!R-PARKS-BUILDING- C ,,' .,. �'�ti % °° ''wd @OO WQ3�70f ai DD' c2. CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT IIIc e"e.�, ww. MOO 7101 �..a sR, vos SOUTH 180TH STREET SIDEWALK IMPROVEMENT PLAN I STA. 725.00 TO STA. 730400 riLe • 12TC GARDNER CONSULTANTS . � aK : ;,,eco. „' Fond de p., e' scALa A. f,, ,, » no dote reviaion6 DA Te fro• _ i�M• „r,,,,i TeO O STA 36+24.4 (RT.) REIfOYE DUSTING CEMENT CONCRETE CURB RAMP AT EXPANSION JOINT. BEGAN 6' WIDE CEMENT CONCRETE SIDEWALK. 0 STA. 36+46.3 (RT.) INSTAL!. CEMENT CONCRETE CURB RAMP PER DETNL SHT. 6. 400 O STA. 36+85.6 (RT.) BEGIN 6' WIDE CEMENT CONCRETE SIDEWALK AND CURB & GUTTER O STA 36+90.5 (RT.) INSTALL CEMENT CONCRETE CURB RAMP PER DETAIL SM. 6. 0 a;: HALT \ ILROAO ENT N.E. 1/4 SEC. 26. T. 23 N.. R. 4 E.. W.M. STA. 37+ 16.5 (RT TO STA. 40+00.0 (RT.) INSTALL ASPHALT AND &45E COURSE PER ROADWAY SECTION '8-8' SHEET 5. O STA. 38+30.5 (29' RT.) INSTALL CURB INLET AND 4 LF. 8" C.P. CONNECT TO EXITING CATCH BASIN AT STA. 38+30.5 (24' Rt) REMOVE EXISTING GRATE AND REPLACE. WITH SOLID LOCKING COVER PER STANDARD PLAN 8-2 OSTA. 38+55.7 (RT:) TO STA. 38+80.8 (RT.) INSTALL MODIFIED COMMERCIAL DRIVEWAY PER DETNL SHEET 6. OSTA. 39+21.0 (RT.) TO STA 39+37.6 (RT.) INSTALL MODIFIED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. 0STA. 37+00 (RT TO 9 STA 40+00 (RT)) PREPARE EXISTING PAVEMENT AND INSTALL ASPHALT CONCRETE PER SECTION 'C -C' ON SHEET 5. 402 15' UTILITY EASEMENT 227 I 9 11.1 _C; ... _ JI IG • 10' UTILITY '._ EASEMENT 35400 JE WARNING: HIGH PRESSURE PETROLEUM PIPELINE LOCATION TO BE DETERMINED BEFORE ANY CONSTRUCTION BY CALLING OLYMPIC PIPELINE COMPANY. CALL (206) 235-7741 TO COORDINATE MARKER LOCATION. :•• STRANDER BOULEVARD -- t :en -- POWER vnuL T (tcpv[ OF17ur,f'.);; 100 STA- 37+3.3.5 -(37. 4' RT.) REMOVE 41 DEC. STA 37+21.8 (32.7' RT.) TO STA 38+41.3 31.5' RT.) RELOCATE 9 ''RINK LER HEADS AND SUPPLY PIPE AS DIRECTED BY THE ENGINEER El STA. 37+ 16.536.5' RT.) TO STA. 40+00.0 ((25.6' RT.) SAWCUT AND REMOVE' EXISTING CEMENT CONCRETE CURB & GUI ItR. I4 STA -38+29.5-(38:2:.. ) R£MOVE_41LaEO..:TREE `;�paC:rl - �s®OO®!�d._7Osiii!%Bli7r'i�iTSOi��il®�iaA:�_'c F :... . ..®J/sem_%O//////.�lairA r/��iT oio//�/ice®/ge#®®74WAPir IF ,I1 . if, - ;Nun Ct SIC! :. PoSrg VI/2 !(1.cnpUOI rs \ .... EARAILR OM +,E :t ! POLE C.B. • SEWER • EASEMENT , 15', UTILITY EASEMENT 7+6 STA. 38+32.3 (29.4' RT.) RELOCATE 0:15I1NG LUMINAIRE TO STA 38+32.3 (37.4'RT.). �6 STA. 38+36.8 (31.2' RT.) RELOCATE W470METER AND VACUUM BREAKER TO AREA BEHIND SIDEWALK AS DIRECTED BY THE ENGINEER Q7 STA. 38+46.0 (31.7' RT.) RELOCATE WATER VAULT TO STA 38+46.0 (32.9' RT) ® STA 38+52 (35' RT.) RELOCATE OUTDOOR FLOODLIGHTS INCLUDING CONDUIT AND WIRING TO AREA BEHIND NEW SIDEWALK, AS DIRECTED BY THE ENGINEER. NOTES: 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE UTIUTY RECORDS. 2. FOR THE STREET UGHTING AND SIGNAL INTERTIE CONSTRUCTION PLAN SEE SHEET 33. 3. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555. 331 4) W W (1) W 11J U) E STA. 40.09 J 2 U 2 - 20 0 CURB ANO curlDt MACE TAA[ STATION OFFSET FICA LINE '` °°" EUNUCH J6+90.5 X-2' RI: MATCH DC 37+15 X' RT 25.10 37+50 JO' RE. 24.87 38+00 X' RT 24.62 58+50 30' RT 24.37 39+00 J!7 RT 24.12 39+50 30' RT. 23.87 40+00 30' RT. 23.62 :PRELlIVIIN 20 40 60 SCALE IN FEET 1 C= elu �' "H4= --E u Q Wa ttt r (�� �� 1-...").- '` °°" "�•'frtl ,p ®OO opi x00{16 0V(103 _ CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT 12 �7 O MC 0 t0TC - 6: 1/0� O•aM1 A.W, 1/00 r'J� O -QNQIN>ZQRINa-dTRQQT>s-WATQR-BQWQR-PARK>s-OUILDINO- g u,.�rw ea voe GC STRANDER BOULEVARD ROADWAY WIDENING PLAN GAPDNER CONSULTANTS p�"',; __ - - .. r n n v 1- ILI W 2 (I) I11 W An 0 0 0 Q f-- W J 0 1- Q 2 20 0 20 40 60 SCALe IN Peer MATCH LINE STA. 354.00 SEE SHEET 22 10' UTILITY EASEMENT- N.E. 1/4 SEC. 26. AND N.W. 1/4 S. 25. T. 23 N.. R. 4 E.. W.M. 290 10' UTILITY EASEMENT IPRELIMI�J„;,�; ',..'1 ... 547."A' 4' J�A RADO- ---- ';: EASEMENT i ON NOTES 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE UTILITY RECORDS. 2. FOR THE STREET LIGHTING AND SIGNAL INTERTIE CONSTRUCTION PLAN SEE' SHEET 34. 3. FOR THE TRAFFIC SIGNAL LAYOUT SEE SHEET 26. 4. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555. ..,i 1,1510 ;t!! i 15' UTILITY- EASEMENT TILITYEASEMENT • • INTERSECTION STA. 40+94.83 I ' STRANDER BLVD.- - - - - - - - - = STA. 353+00 ANDOVER PK.E. -FOM.I.G..--/219 • 43+00 44+00 ESI EG (De •- '4,Gf. _i _ 33.33 _. ._. _ ._ -,.. ooL.��OLsiiirtrAr ireigir /1///.WAFINT RVIZT4O///O®'/%TOO/iI//�%/S1///////.NOT + e:r®; i:•. irAr 490/4211, • ___ �` •'�� '.. t- .5. 5 ��.`�®a9.Ilw .._. -•�� • 3333 HI .'N i?�V:t:lr-"'.'. ?:Gi i :'_..- ® _. -- 11,c.:.;:0 11j 15' UTILITY • EASEMENT 331 L „�cu( :. ;U1 33,33 TEL ESM'T • •1 j � I 505. 515. 525. 535 MATCH LINE STA. 352.00 SEE OSTA. _40+12.5141.5' _RT.) REMOVE r DE. TREE 20 STA 40+24.7 (34.0' RT.) ADJUST POWER VAULT m GRADE (BY OTHERS) 0 STA 40+49.6 (40.3') ADJUST TEL M.H. TO C1:ADE (BY OTHERS) O STA 40+54.9 49.0' RT.) RELOCATE MAMC SIGNAL POLE: SEE SHEET 22. WARNING: H/GH PRESSURE PETROLEUM PIPELINE LOCATION TO BE DETERMINED BEFORE ANY CONSTRUCTION BY CALL/NG OLYMPIC PIPELINE COMPANY. CALL (206) 235-7741 TO COORDINATE MARKER LOCATION. ❑5 S• TA_ 40+52.9 (71.2' RT) R,EM0'.E 3" DEC. -TREE © STA 40+00.0 25.6' RT) Jt7 STA 40+68.9 (100.0' HT.) SANCUT ANO R�gVE EXIST. CONCRETE CURB & GUTTER O S• TA. 352+14 (34' LT.) ADJUST TEL N.H. TO GRADE (BY OTHERS) O8 S• TA 352+06.2_34.7' RT.) REMOVE 16' DEC. TREE) 0 STA 352+15.3 (29' RT.) RELOCATE FIRE HYDRANT TO STA. 352+15.3 (38.1' RT.) 10 STA 41+29.1_02.41RT ADJUST 2 WAER TO GRADE 11 S• TA_ 41 +32.5_ (56.4' RT), //0W it DEC. TREE) 1? STA 41+43.1 (46.0' RT) ADJUST SIGNAL IANDHOLE TO GRADE 13 STA 41+41.1(40.4' RT.) RELOCATE MAMC SNON4L POLE SEE SHEET 22. SHEET 21 STA. 41+61.6 (34.6' RT) REMOVE -12' DUOUS-TREE STA 41+61.7 (39' AA/UST TELEPHONE VAULT BY OTHERS) STA. 41+20.2 (100.0' RT.) TO STA 45+00.0 (25.6' RT.) SIWCUT ANO REMOVE COST. CONCRETE CURB & CUTTER STA_ 42+00.9 33.8' RT) REMOVE -1r TREE STA. 42;29.813B-4' RT ) RELOCATE OR RE/,A0VE SPRINKLER SYSTEM AS DIRECTED BY THE ENGINEER. FIELD VERIFY ACTUAL SYSIEV LOCATION 19 STA_ 42+36.7. 32.8'_RT.)_ REMOVE 12' otapuous TREE) STA 42+65.7 (33.2` RT j REMOVE 5- DECIDUOLLSTREE 21 STA- 42+9T.? (31.9' RT.)=--' .. .REMOVE 1s- DEY3DUOUS TREE 0 STA. 43+02.5 (27.6' RT.)) RELOCATE BUS STOP SIGN TO STA 42+35.0 (38.0' RT.) © STA 43+69.430.8' _RT ) REMOVE 7' DECIDUOUS TREE a STA. 44+26.3 (28.5' RT.) RELOCATE LUMINAIRE TO STA. 44+25.0 (37.6' RT.) STA. 44+38.8 (32.5' RT.) RDOYE 1C DEC7DUOUS_TREE ® STA. 44+50.3 (32.3' RT.) ADJUST POWER VAULT Tv GRADE (BY OTHERS) © STA. 44+57.2 (31.1' RT.) RELOCATE W000 BUSINESS SIGN 7D STA 44+57.2 (37.1' RT.) ® STA. _44+20.2 (34.8' -LT) REMOVE 14' CONIFEROUS TREE_' ?u9 STA 44+22.5 (33.1' LT) RELOCATE OR REMIOVE.VMPI CLER SYSTEM AS DIRECTED BY INE ENGINEER. FIELD VERIFY ACTUAL SYSTEM LOCATION ® STA. 44+23.8 (25.8' LT.) ADJUST C8 TO GRADE 31 STA 4-4+27.0 (29.1' LT.) RELOCATE PIPE1JNE MARKER POST (SEE WARNING NOTE AT LETT) ©? STA 44+70.6 (36.1' LT.) ADJUST WATER METER .440 VACUUM BREAKER TO GRADE © STA. T) O 44+76.3 (.32.9' TREE) © STA 44+19.5 (26.6' LT.) TO STA 45+00.0 (25.6' LT.) SAWCUT MND REMOVE EXIST. CONCRETE CURB & CUTTER D STA 44+7? (LT.)TO STA. 44+97 (LT.) RELOCATE OR REMOVE 2 SPRIN AS DIRECTED BY THE ENGINEER. FIELD VERIFY ACTI.UL SYSTEM LOCATION ® STA. 44+96.6 (37.2' LT.) ADJUST FIRE HYDRANT 7U GRADE • © STA 40+04 (36' Pr) RELOCATE BUSINESS SIGN TO STA. 40+04 (41' RT.) OSTA. 40+15.9 �(RT) P.C. CEMENT CONCRETE SIDEWAY. CURB AND CUTTER 2 STA. 40+29.6 (38.7' RT.) CEMENT CONCRETE SIDEWALK MNCLE POINT OSTA 40+47.8 INSTALL CEMENT CB RT CURB RAMP 54' RAILROAD EASEMENT OSTA 40+53.3 (44.5' RT.) INSTALL CURB INLET AND 4 LF. 8' PIPE. CONNECT TO EXISTING CATCH 84.S/N AT STA. 40+56.7(41.3' RT. REWOVE EXISTING cRArr AND NWM SOW LOCKING COVER PER STANDARD PLM! 8-2 5 STA. 40+00.0 (RT TO STA. 40+69.9 (RT.)) INSTALL ASPN4L r AND BASE COURSE PER ROADWAY SECTION '8-8' SHEET 5 OSTA. 40+61.1 (48.1' RT.) INSTALL CEMENT CONCRETE CURB RAMP O STA. 40+57.0 (65.8' RT.) CDMENT CONCRETE SOEWALX ANGLE POINT O STA 352+20.0(LE) P.T.CEMENT CONCRETE SIDEWALK, CURB AND CLATTER O STA 352+20.0 (RT) P.C. CEMENT CONCRETE SIDEWALK. CURB AND GUTTER 10 551 STA 41+28.3 (48.2' RT.) INSTALL CEMENT CONCRETE CURB RAMP 0% 11 INSTALL CUA INLET AID 4 L.F. 8' PIPE. CONNECT TO COSTING CATCH BASIN AT STA 41+26.5 (50.9' RT. REMOVE EXISTING GRATE AND NRH SOLID LOCKING COVER PER STANDARD PLAN.B-2 x +420 34.1' RT rr ALL CURB RAMP STA 41+73.8 (RT.) P.T CEMENT CONICRE7E SIDEWALK. CURB AND GU7TER- STA 41+19.2 (RT.) TD STA 45+00.0 (RT.) INSTALL ASPHALT AND BASE COURSE PER ROADWAY SECTION '9-B' SHEET 5 STA 42+23 (RT.) BEGIN 10'X9' CEMENT CONCRETE SIDEWALK FOR METRO BUS ZONE CURB AND CUTRR CR4 E TABLE STATION OFFSET FLOW LfiE Ei.EIRTAf W 40+00 30' RT 23.62 40+13.9 30' RT. 23-43 40+33.0 338' RT. 23..70 40+321 45.6' RT 2250 404.620 60.9' RT 22.70 41+23.8 29' RT. 22.74 41+27.7 80.0' RT. 2248 41+39.8 43.4' RT 22.21 41 +54.7 33.8' RT 22.85 41+73.8 .30' RT 23.49 42+00 .30' RT. 2158 42+50 30' RT. 23.70 43+00 .30' RT. 2381 43+50 30' RT. 23.99 44+00 30' RT.. 2411 44+50 30' AT. 2388 45+00 30' an. 23.58 44+01.7 28' LT. WTCN EX 44+10 28' LT. • 24.03 14+30 28' LT. 23.79 45+00 28' LT. 23.46 16 STA 4,3+07.7 TV STA 43+52.0 (RT) INSTALL MODIFIED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. 17 STA 44+60.3 R7) TO STA 44+88.2 RT.) INSTALL MODIFI COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. 18 BECK 8' WIDE.7 (LCf1MENT CONCRETE SIDEWALK MATCH EXISTING SIDEW41X ANO TOP OF' CURB ELEVATION 19 STA 44+30.2LT.) TO STA. 44+61.1 ((LT.) INSTALL MODIFIED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. 20 STA 44+01.7 (LT) TO STA. 45+00.0(LE) INSTALL ASPHALT MI0 B4SE COURSE PER ROADWAY - SEC710N '8-8' SHEET 5. T- STA. 400+60 [(�))TVT PREPARE EXISTING PAVEMENT AND INSTALL ASPHALT CONCRETE PER SEC77 N 'C -C' ON SHEET 5. -ENGINEERING-STRERTS-WATER-SEDER-PARK S-EUILDIN G- H roti aW9^w • K. +106 ban ,.w 1/06 crve.w • c. I/0$ 1"•'1 'r ®cD(-fiL o3dc'c . u GC GARDNER CONSULTANTS Plait woetcs OlvlVo.J- OP ESN. .Jc. wood ...ma. ..c. r .o0....,. +. Loa. ed .aooe CITY OF TUKWILA CBD • SIDEWALK AND TREE IMPROVEMENT. PROJECT STRANDER BOULEVARD ROADWAY WIDENING PLAN STA. 40+00 TO STA. 45+00 no dote revisions 13 70 rtLe • 2OTC C= $CAI.e A9 NOTeo• oAre 3109 1-- W O O to Q (I) I 510 j •111 _10' INGRESS/EGRESS - EASEM£NIT I r " I 0 II 512 i crl rt,,' ! it -00.1'; 10 1I I ii?E- Wali i I 1 u_ir:' - �4�" PROPMEMINEWillanine ti././91W17.67 rs.►�a►oA/ sowiii� ar .. 1111 �.. ._.,. ... .. -4.4 i'l 441'4 0 46+00 4:51,1111.1 N.W. 1/4 S. 25. T. 23 N.. R. 4 E.. W.M: 530 20'INGRESS/ EGRESS' EASEMENT 15' UTILITY EASEMENT 1:, r: ID ® ® 47+00 m . m MI :i1 P.C. STA, 46+99.46 0 0 MI /41 _ostle/ 48+00: 40 ---__._ -.- ST NDERBOULEVARD rlreein earAr/moiizera %medrea date f�®mordso//l yo_xga: .i_o „i=''� g,1111 ' -. 7.rd11PC/. ie.... a�_rtlaLr /O STA 45+00.2 (37.2' LT.) ADJUST MMIER ((VALVE 70 GRADE STA. _45403.8 OEC (TEEFegr �..D Ja STA 8+14.0i(3;._1-'-LT)�-- REAIOE$OEC 4Tl F,CLUS!ER t`1 • STA. -48+57. -t --(.11e' Rf1WrE._d_. OFF: -TREE 50 STA 45+81,444.3= LT.) 10.0011ENEAR AAt7 SUPPLY PPE AS DIRECTED BY THE ENGINEER STA 454.67.3.2(30.8't1LT.) RETE 6yt`-?REE Q7 STA 45+84..3 ((JQ9' LT.) RELOCATE tEtEPHYawE RISER AND ADJUST TELEPHONE WWLIS TO GRADE (BY omen) El STA 45+00.0 25.6' LT.) TO STA 48+17.7 779' LT.) SAP/CUT AND DOST. CONCRETE CLOW & GUTTER STA 46+03 (31.9' LT.) SAN'CUUT AND REMOVE DOSTTNG CONCRETE SIDEWALK FROM AREA OF NEW SaDEMNX CONSTRUCTION f0 STA 46+06.5� �((37.1' LT.) RELOCATE *000 BUSINESS SIGN TO STA 46+06.3 (40.0' LT.) lI STA 46+06.7 (27.9' LT.) RELOCATE LIA044LRE TO 574. 46+06.1 (33.3' LT). RlSTA -46+62:2-(3,18 LT) OWME e• OEC TREE 1,15' unl(TY EASEMENT •-- 551 1 • STA. 46+72.4 r, (J5.91, LT.) RE740yE'110 : ' TREE STA 46+811 (33.3' LT.) R0 ,C 8 .LXJMK' TREE' \ STA. 46+91.4 ((33.5' LT.) RE)/CME T iOEC TREElt STA 47+13.5 ADAIST CATCH BASH FRAY& GRATE AND RISERS TO 29' Rr. STA. 47+34.9 (26.2' LT.) ADJUST HANDHOLE TO GRADE STA -47+4.3:? -316• LT) Sr*. 47+61:0 (32.2 -LT. REOyE 7-J'?`AEC.. TREE-- STA 47+73.2 (26.1' LT.) T SARELOCATE TO 47+73.4 (36.8' LT.) STA 47+75.4 (36.1' LT%)) REM:1W ,10' C101 _TWf STA 47+97:6'(366' OT REMOVE 2-4' DEC. STA 48+07.0 (48r"6- .) RDIOVE_r COW. -TREE STA 48+131461 LT. RELOCA7E VK POST 7O STA. 46+12.0 (41.9' LT.) STA_ 46+16.7.,.(488' LT REMOVE,3=5"01C.._ STA. 48+34.4 59.8' LT. RELOCATE SlOP SIGN TO STA 48+30..3 (61.5' LT.) - 2' TELE. ---1 EASEMENT _ pAMCII 1 Cour. ! TRO . STA 48+4.11 (79.8' LT. 10 ST 46+40.8 (9.1.7" LT. REMOVE COSMIC GUTTER STA 48+42.1 (93.1' LT.) ADJUST CATCH BASIN 10 GRADE SIA _43+17.8 116'. RT) REIArE2r_ DEC. TREE STA 45++00.0 (23.6' RT.) TO STS+2.8 40.2' RT) CONCRETE CURB & CUTTER STS J JI..P RT ) BOX 7O GRADE CON/RGY. STA. 45+73.8. (33.3'_ RT) REMOVE -12" DEE:CC TREE STA. 46+55.5 (r117' RT) !REMOVE Ir.OEc 1REE"; STA 46+82.5 (118' -RT.) MUM E ,lt .ICC. RAE STA 46+99.3 (28.1' RT) RELDCATE 2 WATER RI, TO STA 46+99 (38' RT.) STA 46+99.2 (30.8') RE20 470 SPRtN UER C�4IROI BOX AN0 VACUUM BREAKER TO STA 47+01 (38' RT.) STA. 47+16.6 33.1' RT.) RELOCATE ROCK AS I/ECTED .BY THE MOWER STA 47+31 (26' RT.) INSTAL XLM LOCIOND COMER PER STANDARD PLM/ B-2 10' SEWER EASEMENT 5.41 0 • SCl 47+78.4 (31.2' RT.) RMIAC TE 2 LARGE ROCKS AS DIRECTED BY ME ENG74EER • STA 47+810 (29.9' ) RELOCATE SPRIPIO.D• HEADS AND SUPPLY PIPE AS DIRECTED BY THE 040940ER • STA 47+84.4 (34.9' RT.) RE.0047E LUMINAIRE 70 STA 47+84.5 (330' RT.) • STA. 46+07.1 (34.9' RE) ADJUST POKER VAULT TO GRADE (BY 07)1ERV • STA 48+17.8 (33.9' RT.) REL MATE S1KaJ 1 GGHT TEST SNITCH PLY ELEC1T CGL PENT ON S EET 30. 0 0 STA 48+14.2 (29.6' RT.) ADJUST isatr LIGHT HMgYOLE TO GRADE STA 48+51.1 (427' 47: SIGN 70 STA 48+RELOCATEt7G.9 (42.2' RT-) STA 49+382 41.8' RT) RELOCATE STVP SIGN 70 STA 49+34.4 (47.9' R7) STA 45+21.4 7. 10 STA 45+52.3 T ) INSTALL OONJERC4L ORNERY' PER DETAIL SHEET 6. STA 46+30.3T TO STA. 46+54.0 LT INSTALL MOI Fir DRIVEWAY PER PETAL SKEET 6. 3O STA 45+00.0 (LT.) TO STA 48+40.3 (LT.) 745TALL ASFtALT ANO B4SE =ARSE PER ROADWAY SECTION 'B -B' ON SNEET 3 O STA. 46+99.66(7.7. P.C. CEMENT C S/DETI4L( CAPS AND CURTER OSTA 47+0.1.3 7.) 7D STA 47+27.3 T.) NST,WL 0018407C4L ERARIVAY PER OETAL SHEET 6. OSTA 47+830 (LT.) P.CC. 0' MOO CONCRETE DOE)WILK ANO. CURB 4 CUTTER O srA LLL ) AL48+34.6 (52.e C TETE CURB RAMP' O 040 CEMENT CITELT.) TO CURB MIO corp. OSTA 48+34.1 (96.2' LT.)) END 8' NATE CEMENTCIDMICRE7E SIOEIINLX AND cum & CUTTER. BEAN CD4ENT CONCRETE BARRIER CURB. 0 BALL+734 10.11 LT CURB RAMP W/UN0YN9 f i 571 43+060 (R!) TO STA 48+5/.2 IRT.) INSTALL ASPHNLr ANO BASE ... COURSE PER ROADWAY SECTION '8-8' ON SHEET 5 0 • 105 -oTILTY EASEMENT 601 12 STA 46+99.66 ( P.0 CEENT SIOEIMLK CURB AND CURER QSTA 47+12 (29' RT.) INSTALL Wft war MD 4 LF. 9' PIPE CONNECT TO EOOSTNG CATCH BASIN AT STA 47+12 30' RT.) MATE' 07318NG GRATE AND REPLACE *074 50U112 LOCKING COMER PER STANGRD PLAN B-2 (";;;\SFA 47+17.9 (RT.) 70 STA 47+66.9 RT.) INSTALL COMMERCIAL DRIVEWAY PER OETA. SHEET 6. STA 48+37.0 RT.) PRC: Cr MADYT COACRETE SIOEIVALX INC CURB & CUTTER 514.l +583 40.9' RT NSTAL CW78 RAMP w SEE DETAIL SNEE7 5 STA 46+62.4 (49.4' RT.) END 6' NtOE CEMENT CONCRETE S✓EWNLK AND CURB & GUTTER � A49+07.5 36.2' R7 148 RAMP 41441094C. SLOPE LANDINGE GSTTNG CONC. PATH 10 TOP OF CURB i 1C•ii 1 � ,.a ' CJI{• . 44.44. INTERSECTION STA.; 48+79.21 :;.ci STRANGER_ BLVD. 0 -68TH (JAMES ;CHRISTENSEN ROAD) I, r \ 49'.0 0 ars isaclir; . yti NOTES: CURB AND GUTTER GRADE TABLE STATION OIIFSET FLOW LINE ELEONTTDN 45400 30' RT 21.58 45+50 30' RT 23..74 46+00 30' RT 23.06 46+50 30' RT. 2281 47+00 30' RT 22.59 47+50 30' RT 22.90 48+00 30' RT 2.3.73 48+52.2 13.7' RI: 23.17 ae 044701 CC) 45+00 28' LT. 2.3.46 45+50 26' LT. 23.13 45+61 26' LT. 23.06 46+00 28' LT. 22.86 46+50 28' LT. 22.61 47+00 26' LT. 22.36 47+1J 28' LT. 22.29 47+85 28' LT. 2.165 48+00 29.6' LT. 23.83 48+39.4 61.4' LT MATCH EX. WARNING: HIGH PRESSURE PETROLEUM PIPELINE LOCATION TO BE DETERMINED BEFORE ANY CONSTRUCTION BY CALLING OLYMPIC PIPELINE COMPANY AT (206) 235-7741 1. EXISTING UTILITY LOCATIONS ARE APPKOX/AMATE AND ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE UTILITY RECORDS 2. FOR THE STREET LIGHTING AND SIGNAL /NTERTIE CONSTRUCTION PLAN SEE SHEET 35. 3. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555. �PRELIMfNaB'� �. . 111111111 20 40 60 . SCALE: IN FEET w 0Oe � 'b , °��_ consultants •. CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT ,:..ii -J- ``�'R (`�'I0 • «� �9Vee O-CNGINCaRING•STRCCTsWATRaCWCR-PARKS-BUILDING- r1 orywrAW vee cn.w s.c. ae J Pe'ong O RANGER BOULEVARD ROADWAY WIDENING PLAN ..r A 4 r I1 r'1 .•• r", G nTr I • . •r. .-. GARDNER CONSULTANTS tae • mef1.,n,0Fret N.E. 1/4 S. 26. T. 23 N.. R. 4 E.. W.M. 2.1 ;Jr. /‘;II:c: P •••• i EASEMENT , 115 UTTLITY--, ' 13 ,;( 150 j :1 j . I 1- 1 _ 1, • " '2-1 1 I c: RARKINC, I "I.. ••••-• ,?..0.1-1C. CURB 2.1! 11 1 •• „, ' •,, 7..7 15f VI -LI- .--t, • ...3,-.,,,,,.! . , ti • 0 J" 1 1 ...:'' . \ ,.........,.., :3 3 I• I 1 4''' (_. .7.;. a . 'A''':.'.7 . , . . '''' `;', KI II '---- . "-':') '''..1- ' . ''-',;:•:..; ' ...1 .4 f; I ''' ;•;.-:-..-, ---f '. (i) ,. flet aSPB. ri INIERSECTIOa_. STA. 500+00 Akett BL vD. GRASS / ....LT. POLE •, ''''' 115- Ur% --; i . • '...•..!. 24.3 `-... .. 1 , .4 WMA 1 1 ;i: • 7:, . +.:_i_i_ I ..!71 I ' ! i I I oNt-. FIRt--1.4a:" po.,i--____ .... __..1--:-. ••„ W.511 ,...- WAIEF: JA.11. L.,':-.1-:, ..,1,,, Wtl[ :,. I 2..6d ..ti i •„.; l:.71,., ii ..j 1 ....,,,:. r c. ...A d, f"77. - t.....- .,:.tn-frp-!,... , 'i-,544-44. 7...,, r; r-,±,;• F. -' 1 ,.,; .1 .;:fI:1-f71-7,1-1 ...: ....... r•-:..11. 1-'''S.....- 1. /-1...7----------7.7. f..-77-. ----:.---]---; -!i .,-. • ..ks.j - • j; -.(-• • ..,... ! \......r - -: • ,- . ..- 1 , , (-' ; il 0 1 0 )ii 1-,,( ) \ , 23.4 r!if.rri ER CONC . PARK I I ! ! I ! RAILROAD EASrMENT 402 vEt. I:a.6 LJ PA;;EL 7. a AT:P14. RD. 501+00 - _ 502+00 RC. 7, a BAKER BOULEVARD 503+00 A71,41.t,. • _ , - - 1; 504+00 FIX M.I.C. /20r. - ANDOWR PK. -•••• STA 261+73481 =-- • _ s- ''''' ' ‘-; .11 . - • GRAS'S I 0 .,. ..ill. t - • ; /n1 z 7;! RAFF1C IMPROVEMENt. ! •:! ;.I. II 1 1 1 1 J 1-; •V.;51,. - 1 ; 41 1 ‘, : 5 I : I EA SEWN T ; ; 10' UTILITY EASEMENT 0 STA. 500+78.4 (LT.) BEGIN 6' WIDE CEMENT CONCRETE SIDEWALK MATCH COST/NG SIDEWALK 2 STA. 502+24.6 (LT) END 6' WIDE CEMENT CONCRETE SIDEWALK MATCH EXISTING SIDEWALK 0 STA. 502+35.6 (LT.) BEGIN 6' WIDE CEMENT CONCRETE SIDEWALK MATCH EXISTING SIDEWALK 0 STA. 503+80.6 (LT.) TO STA. 504+01.9 (LT.) INSTALL MODIFIED COAIMERCLAL DRIVEWAY PER DETAIL SHEET 6. 5 STA. 504+4.3.7gidir END 6' WIDE C CONCRETE SIDEWALK ',LATCH Ct7S7ING DRIVEWAY 24 3 1 •••• • •-! 6 STA. 504+64.2 (LT.) BEGIN 6' WIDE CEMENT CONCRETE SIDWALK MATCH COSTING DRIVEWAY 0 STA. 504+71.6 gicR BEGIN CEMENTCONCRETE CURB AND GUTTER. TRANSITION CURB ELEVATION FROM EXISTING DRIVEWAY GRADE rif") STA. 504+79.9 (RT) \--," BEGIN 8' WIDE CEMENT CONCRETE S1DEIYALK • 400' STA 504+05.9 (LT.)- meow AND RELOCATE FIRE HYDRANT TO STA 502+21.3 (40' LT.) INSTALL BUND FLANGE AT TEE AND NEW TEE TO NORTH FOR HYDRANT STA 502+43.4 (32.7' LT.) ArmovE-r CON. TREE', - - STA_502+56.3 _(32.8' LT.) REMOVE e- CON. TREE) MSTA _502+67.7 (32.5'LT.) - REMOVE 4" CON. TREE El STA -502+76.3 (31.4' LT.) REMOVE 3" CON. 7REEJ 51 STA 502+86.8 (33.1' LT.) L--1 REMOVE 3 CON. TREE'i STA.502+95.4 (32.77 LT.) 1-1 REMOVE .3" CON. TREE I Ei STA. 503+09.7 (33.71.T.) 08-DEC-MEE STA. 503+25.4(34.2 LT.) REMOVE r DEC -TREE E STA.- 503+38.-3-P1.1' LT.) REMOVE r DEC.- TREE TA50J+5i.9(34.3'-LT.) REAKNE -10" CON. TREE L _ _ S• TA. 503+63 (27.4' LT.) RELOCATE SPRINKLER HEADS AND SUPPLY PIPE AS DIRECTED BY THE ENGINEER Ej S• TA. 504+32 (26' LT.) RELOCATE 4" ADS PIPE SEE CURB DRAIN DETAIL. SHEET 5 El STA. 503+72.4(36.9' LT.) RSIOVE 16- CON. TREE EI STA. 504+32.4 (34.9' LT.) REMOVE -5 CON. TREE - ' 41- 1-; t ASF4. 4' 25 5 NOTES: 311 1. EXISTING UTII.ITY LOCATTONS ARE APPROXIMATE AND ARE DEITNNED FROM SURFACE STRUCTURES AND AVAILABLE UTILITY RECORDS. 2. FOR 71 -IE STREET LIGHTING AND SIGNAL INTFJ?TlE CONSTRUCTION PLAN SEE SHEET 36. J. CALL 48 HOURS BEFORE IOU DIG 7-800-424-5555. • 54 • I !,!..:1 i - ! ! , ; " _J '1'1;.." P11[111‘111HARY ULVERT - 54112,44.ROA. EASEMEN-T-- 20 0 20 40 60 SCALE IN peer 0 44 n LA GT d0PG CDCDCE1g3C100ed0CM'ag3 GC' 4 F B CITY OTUKWILA CD .4. rzi, ..,....., 1,==.)i-.,,:,. (-.3 *9d 0 K WOO . ''' j (j5 (;) aw drn A N! 1/9$ lr SIDEWALK AND TREE IMPROVEMENT PROJECT ..imr ....,,, !-UNGITINERIPICI-ISTPUSETS-WATER•ANWIEFI-PARKS•BUILDINO• of ...in.! II K VO• L70) N.... ro *TV \'', BAKER BOULEVARD SIDEWALK IMPROVEMENT PLAN pu.• • 22TC GARDNER CONSULTANTS PLeLIC WORKS Olv.S.ON ce es..4. .Nc. ..c.a. va. ...e a ao .. ma., N.. NA Noro GOO WO= pre) dr •cm.e •.• NC STA. 500.00 TO STA. 505.00 no date revi3ions DA Te MO . nu sa no. !WM* nn.00l I 54' RAILROAD 4 EASEMENT! IyL_ Y•, !NO. iit ,.1. I III Ili POWER VAtEE m-''. EASEMENT iJ- - 402 I�'�!.rul t:.!, OMEN!♦ _.- t.iitlf:. ; A :it It 0 El 0 11 II I 1 1 STA. 505+27.6 (LT.) 70 END CEMENT CONCRETE CURB AND GUTTER TRANSITION CURB ELEVATION FROM EXISTING DRIVEWAY GRADE 2 STA. 505+27.6 (LT.) TO STA. 505+47.9 (LT.) INSTALL MODIFIED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. OSTA. 506+12.3 (LT.) 7D STA. 506+31.3 (LT.) INSTALL MODIFIED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. . w rt--- 54' RAILROAD EASEMENT OSTA. 506+68.2 (LT.)TO STA. 506+91.8 (LT.) INSTALL MOanED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. 5 STA. 507+52.9 (LT.) TO STA 507+78.7 (LT.) INSTALL AIODIFTED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. O STA. 508+25.9 ( 70 STA. 508+58.9 (LT.) INSTALL MODIFIED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. 0 STA. 509+01.6 (LT.) 7i0 STA. 509+26.7 (LT.) INSTALL AIODIFIED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. 20 El 506+00 401 a0''• OSTA. 509+42 (LT.) BEGIN 10'X9' CEMENT CONCRETE SIDEWALK FOR METRO BUS ZONE 99 STA. 505+27.6 (RT.) TO STA 505+47.9 (RT.) INSTALL MODIFIED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. 10 STA 506+59.3 (RT.) TO STA. 506+84.0 (RT.) INSTALL MODIFIED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. 11 STA 506+92.1 (RT) END 6' WIDE CEMENT CONCRETE SIDEWALK 12 STA 508+32.9 RT.) BEGIN 6' WIDE CEMENT CONCRETE SIDEWALK 13 STA 508+55.0 (RT-) TO STA. 508+79.7 (RT.) INSTALL MODIFIED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. 39 MI Mil Milalli111.411.1111Milll'...alkW 0 • [:ai N.E. 1/4 S. 26. T. 23 N.. R. 4 E.. W.M. is L•1t11.iDd c11.31I1;h1F 0 71.9 it A. man 761MIMP719.111i7IMINWO m.. m 1 j L., 11 ,1 I 507+00 ❑1 STA. 505+21.9 (278' LT.) REMOVE BOLLARDS AND El RELOCATE FIRE HYDRANT TO STA 505+16.0 37.0' LT.) INSTALL BUND E AT ❑ EXISTING TEE ANO NEW TEE TO NORTH FOR HYDRANT 10 2❑ STA 505+21.7 (32.8' LT.) ADJUST WATER VALVE TO GRADE ❑ STA. 505+81.8 (27.6' LT.) RELOCATE TRAFFIC SIGN TO 12 STA. 505+81.8 (34.0' LT.) 4❑ STA. 505+94.0 (27.3' LT.) RELOCATE 2 VALVE MARKERS TO STA. 505+94.0 (36.0' LT.) 5❑ STA STA. 505+94.8 (33.1' LT.) ADJUST (2) WATER VALVES TO GRADE 6❑STA. -.507+34.6 (32:6' LT.) ',REMOVE..12'_'__CONF -TREE1'3 ❑7 STA. 507+34.0 (LT.) 14 REPLACE SIDEWALK PORTION OF 6' C.1. DRAIN PIPE W/ 15 4' ADS AND REINFORCE' SIDEWALK. SEE DETAIL, SHEET 6. 11 13 16 406. • 410 '5 6 0 0. 0 • VSPI1 ?DLL 4T3i; - 10 508+00 BAKER'BoULEVARD RALYUS 74 4 405 L _ _ STA. 507+85.7 (32.6' LT.) (-REMOVE r CONE -TRS STA 507+94.4,-(32.8' REMOVE. 6' GONE .TREE STA 508+05.3 (3.3.1' LT.) REMOVE-6".CONF IREEJ L -- STA 508+16.7 (33.5. -LT;) REMOVE: 1O" CONF. TREE?" STA. 508+21.2 (29.2' LT.) REMOVE BOLLARDS AND RELOCATE FIRE HYDRANT TO STA. 508+21.2 (38.0' LT.) STA. 508+71 (LT.) REPLACE SIDEWALK PORTION OF 4" 5ItLL DRAIN PIPE W/ 4' ADS AT LOWER ELEVATION AND REINFORCE SIDEWALK. SEE DETAIL. SHEET .6. STA. 508+75.5, pox- a) REMOVE . s' CONF.- 'TREE' STA 508+81 (33' LT.) • RELOCATE SPRINKLER HEADS AND SUPPLY PIPE AS DIRECTED BY THE ENGINEER STA _509+33.6..(3.1.3'• LT.) REMOVE 6" .DEG -TREE 20 0 20 40 U 60 SCALL IN reel • • -I I - -- ' 1/( 1 A=PH 4.11111111111111211, vlimaima mm 24.6 .4, ASPH. &UTTE,F. - A -'.•:'H. RD. ASPIC 4 } EASEMENT 1 ci.: .�J ® ® EDI 0 In 509+00 :aa .:."1"1./777-'1L ..U7A £AS£M£ T • r.1�.. - 1 17 36 11 STEEL 3;IC61 •• - 1 STA. 509+65 (LT.) RELOCATE SPRINKLER HEADS AND SUPPLY PIPE AS DIRECTED BY THE ENGINEER 18 STA. 509+61.8 (.30.7' LT.) epdovt 6' -.DEC. TREE 19 STA 509+91.7 (29.2' LT.) REMOVE 6" DEC TREE STA. 505+51.7 (.- 32.5"_ RT.) REMOVE 12" DEC._TREE\ 21 STA. 505+80.7 (31.2' RT.) RELOCATE WATER METER TO STA. 505+80.7 (33.3' RT.) ASP1, f [) mm- .1s MEM 73.4 Ls,,33 . I i l I I 1 I 1 A +1: 1 N r; © STA. 506+03.9 (28.4' RT.) RELOCATE TRAFFIC SIGN TO STA. 506+03.9 (33.4' RT.) 2© STA. 506+44.9 (32.9' RT.) 10' .DEC. ,TREE O STA. 506+88.3 (31.7' RT) R£1lOVE BUSH • STA. 508+39.8 (3.1.3' RT.) RaIO Et r DEC.'3TREE 2g STA. _509+00.6 (32:2' RT.) REMOVE_27 -DEC.--TREE NOTES 666 Af-,P 415 24 ; (NI W IIJ w W w 0 0 LD _o H W J 2 U 1- T-' PRELIMINARY 1. EXISTING U7IUTY LOCATIONS ARE APPROXIMATE AND ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE U11UTY RECORDS. 2. FOR THE STREET LIGHTING AND SIGNAL INTERTIE CONSTRUCTION PLAN SEE SHEET 37. 3. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555. l./ 7-1 rl V knr a'eI " ��• ''' (4'sGARDNEP OW/MOneal7i { g5 CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT [� c=,. 1j 0 d..,,,,..• c, �w. vas vos t 70i IINEERING-STREETS-WATER-SEWHR-PARKS-BUILDING- •n••.•41 CC. 1/00�� BAKER .BOULEVARD SIDEWALK IMPROVEMENT PLAN r•1 •.- CONSULTANTS ?'JL • f>« l./ 7-1 rl V to STA. 513+12.3 STA. 573+35.1 INSTALL DRIVEWAY PER N.E. 1/4 S. 26. T. 23 N.. R. 4 E.. W.M. 130 I tf nu ry EASEM EMT 'L. s._ -DEC. cr.F.FAs_ r.; • • .e ;`,,? •••,,z.tic / • 1LT. 'OI.E 1.11'01 • , I•-• • I:LT.6 ! •• .; I L I CNC. )\' N. °C.D. IiASJNT BAKER BOULEVARD - _ ,,-,-r----_-___ -,?.,,i-:::::r-,_•,.._:,-...: :4__-_:_z;‘,. . , - I ; ; (LT.jo: LT. M CAL DETAIL SHEET 6. 2 STA. 513+73. ENO 6' ME CONCRETE oas7ING CURB (40.1' LT.) CEMENT SIDEWALK AT ZI • 514+00 513+00 --- - - - - - - -- _ - - ... , IN T E R Si: CITON STA.. 574+22.91 ' ---"". - - - - - BAKER BLVD. CL. 68 TIT AVE. S. •. • I 's • _ unu r_r_ - E A SEM EN T A\ I I / 0 STA. 513+85.4 (.3454'41.4 INSTALL CEMENT CURS RAMP AGAINST DUSTING CURB 0 STA 514+39.7 (.39.0' LT.) INSTALL CEMENT CONCRETE CURB RAMP ALTERNATE PER STANDARD PLAN F-6. MATCH EXISTING SIDEWALK MOTH. 0 STA 514+40.7 (3061;RI INSTALL CEMENT c0c CURB RAMP ALTERNATE PER STANDARD PLAN F-6. MATCH EXISTING SIDEVIALX MTH. I I. Hr. I 16600 1 STA. 512+04.7 (33.3' LT.) 1-1 REMOVE Sr - DEC. TREE ) al STA. 512+20.3 (27.5' LT.) 1-1 RELOCATE TRAFFIC SIGN 10 STA. 512+20.3 (33. I ' LT.) 3 STA. 512+31.1_(34.9' LT.) REMOVE y DEC. TREE ) ----- ElSTA. 512+6J.6(350' LT.) REMOW 9- DEC. _TREE ) -- ElSTA. 51 3+00.7_ (34.9' _LT.) REMOVE .3' DEC. TREE m STA. 51 3+4&7 (34.3' LT.) REmas6 pEc. met + EISTA 513+69.5 (34.6' LT.) ;REMOVE 6._ of -c. TREE N 11 20 0 20 40 GO SCALL IN PT PRWMINAlli NOTES: 1. COSTING UTILITY LOCATIONS ARE APPROXIMATE AND ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE UTILITY RECORDS. 2. FOR THE S Ku! LIGH7ING AND SIGNAL INTERTIE CONSTRUCTION PLAN SEE SHEET 38. • • 3. CALL 48 HOURS BEFORE VU DI G 1 -800-424 -5555. n Of acre * " „it% consultants GG.__ CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT' PROJECT .,, 1:?0 414440••• • • 1104 C17 ) ,.., A.w -11,1011114112MINO-STRUKTII-WATER-INEWININ-PARKIII-BUILDWM- 0...,.. , It WOO 7 0 . BAKER BOULEVARD SIDEWALK IMPROVEMENT PLAN STA. 510+00 TO STA. 514+00 PR! II 247C GARDNER CONSULTANTS Pg...ei-c woczxs c4v1510•4 cP esm. rqc. ............. a az* ., maw. ....,,•.... OOro ao• ....xos OCALA AO I4C III bl, no !mutes nerro.s1 no dot. revisiono DAT O MO .. o3 UJ LU 3E CI) UJ 00 0 (.1 tu z0 2 0 STA. 201+61.9 (RT.) TO STA. 201+86.1 (RT.) INSTALL MODIFIED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. 0 STA. 202+22.5 (RT.) BEGIN 10X9' JENT CONCRETE SIDEWALK FOR METRO BUS ZONE 0 STA. 202+41.5 (RT.) TO STA. 202+63.3 ar.) INSTALL MOOIFI COMMERCIAL DRIVEWAY PER DETNL SHEET 6. 0 STA. 20.3+51.4 (RT.) TO STA. 203+75.4 (RT.) INSTALL MODIFIED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. 12 51 ASP1-.1 PPO • SECTIONS 23. 25 AND 26. T. 23 N.. R. 4 E.. W.M. • •-•ONC. • t-1 .:„ El El SI ICI 101 202+00 ANDOVER PARK W 203+00 15' U T1 L I TY EASEMENT 1' mummis, soma ;NAN • . , . 'CO. cois 15 U 7ILI TY EASEMENT • i,• 0 F - ••••Sail. •- 0t., 122 CONC. ‘:+46TFR w/ p,),3 API. • !,;: STA. 20.3+96.6 (RT.) END 6' WIDE CaIENT CONCRETE SIDEWALK 6 STA. 201+90.0 EiLT.) TO STA. 202+17.4 LT.) INSTALL. MODIFI COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. 0 STA. 203+25.7 (LT.) END 6' WIDE CEMENT CONCRETE SIDEWALK CONC. CURB • GONC.. STA. 201+96.3 (26.3' RT.) RELOCATE BUS SIGN TO STA 202+35.8 (..34.2' RT.) 1 1 Ej STA 201+97.9 (27.2' RT.) ADJUST WATER VALVE TO GRADE Ei STA 203+87.9 (RT.) TO STA 203+93.9 (RT.) MATCH EXISTING CONCRETE PAO 1:1 STA 201+40.7 (29.9' LT.) ADJUST SANITARY SEWER MANHOLE TO GRADE STA 202+29.2LT.3 TO STA. 202+33.9 LT. MATCH EXISTING CONCRE7E PAO • , • - • ; • , • tii ;1; !tr:. CUR9 I C.!4 1205 C.11 77i a r.• .5. L : 1.1 • r • APH ) I TT '-• • • • .... ,,„..„,„ . • • ; : coNc. u.:.)17EF; ...... ..... : • STA 202+38.8 (30.2' LT.) REMOVE 5" CONF. TREF) E STA. 202+5Z6 LT.) REMOVE 4"... CONF._TREE E STA 202+66.8 (31.9' LT.), REMOVE 5" CONF. TREE El STA. 202+95.9 (31.7'-"LT.)1 REMOVE ,6" CONF. TREE - • STA. _203+20.7 (308'LT.) REMOVE 6" DECLTREE 204+00 7;T -41n- . . . 205+00 .‘tLt ) . • . - • - t ; CONC. •-- .11 CONC. - ; 1-L1 a: NOTES! t • ) 1180 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE UTILITY RECORDS. 2. FOR THE STREET UGHT1NG AND SIGMA!. IN7TRTIE CONSTRUCTION PLAN SEE SHEET 39. .3. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555. ' 20 0 PRELIMINARY B=1 'TT 0 Z * 20 40 60 SCALi IN Fen' [..)[..,c7P Q 1.., d ,... „,1..2_, , CirviC ..!:-. i;C:.110O3.1313 n'a8L013•CB . OF KW TReETUINAPRIOLAVECMBEDNIT PROJECT SIDEWALK ANDTRE 18 *riga. 6 IC Wile drawn A.W. A.K. 1/06 PILC JO, • ITTC ... A -ENQINIEKRINGI•ISTRISETS-.WATER,IIEWMR-PARKS-13UILIDINO- 0,100••••2 6 1/06 G C ANDOVER PARK W. SIDEWALK IMPROVEMENT PLAN c,' lni.nn TO ,T'/N ",e1P,.t1r) GARDNER CONSUL TANTS -TA Frio air SOUTHCENTER MALL;` I` •,I WELL -,Eni, 1 ii SIDEWALK r� i,'-=, :�'' i °'FI�niT -° EASEMENT II II I•-77:•,...4 jL, II 11 I �j .--I_`I. Y0' UTILITY j j I , E:. F.. r;'L 'J• J u d o ;Ie1 • ._'.a`- 1 TELEPHONE I w; eow,t:r,y, ; o I_ I I I .,• �, EASEMENT S.E. 1/4 SEC. 23. T. 23 N.. R. 4 E.. W.M. U SEAFIRST BANK C r; WELL% HE^.0 • M.11. • FIMp-77 -' 221•.4 22.70 268+00- • N 269+00':EwFF' M.H. r z I-,. ; -.�R-y__ DAF__'-.•_.�,.,3c-.Yr-`i r -_,.....,1,,_:_r ,. : 2.n.::, ,. • 77 • �__.�...1- ... CI ..C_f_.. _ ' .�.__I�•fnlr.ls•µ. LLE -p: -__- __-- _ 1 .;:,C'.,Nr. ..!.6 - • .f.tli: :.w I•i'. II ‘.1);:o. J. I' ! 10_0 - •L, / lr_ cc.! l I P Lt 2.121 • L�'~• '-11L{•••- ^AC"_r.'r.tFD ::L r IRO (..` v.I jl rl tg•i r �. toD i ?y:T. LICH' ; D t � ' d6 239 • 2 ._ 7,.5 2,.4 •(. ; 100 OSTA. 268+41.9 (LT.) S4NCUT AT EXISTING CRACK JOINT AND REMOVE EXISTING CEMENT CONt:RETE SIDEWALK. BEGIN CEMENT CONCRETE SIDEWALX. AITCH EXISTING SIDEWALX WIDTH. TRANSITION TO 6' NIDE AT MOLE POINT. 0 STA. 268+53.1 (28.5' LT.) 6' WIDE CEMENT CONCRETE SIDEWALK ANGLE POINT OSTA. 268+50.5 (34.5' LT.) 7O STA. 269+71.5 (34.5' LT. CONSTRUCT CEMENT SIDEWALK w/THICKENED B4CK EDGE USE SAME DIMENSIONS AS w/THICKENED FRONT EDGE SEE DETAR, SHEET 6. OSTA. 269+80.2 (28.5' LT.)) P.C. OF CEMENT CONCRETE SIDEWALK AND BEGIN CURB AND CUTTER ❑1 STA. 269+98.1 (35.3' LT.) INSTALL CEMENT CONCRETE CURB RAMP STA. 270+02.6 (LT.) END 6' NIDE CEMENT CONCRETE SIDEWALK AND CURB AND GUTTER. ',LATCH NEW IOP CURB GRADE WITH EXISTING TOP OF CURB STA. 268+34.6 (LT. TO STA. 268+51.2 (LT.) REMOVE AND REPLACE LAND- SCAPE TIMBERS AFTER NEW SIDEWALK LS CONSTRUCTED STA 268+53.1 (36.0' LT.) ADJUST TELEPHONE VAULT TO GRADE (BY OTHERS) $vat-,... 2.4.3 Y. tAI1 F E n. I: W w V. d t Iccric rift) ' °.. 270+00 I 271+00. ANDOVER PARK WEST 272+00 ?I.A 1. -'° TUKWILA ... .. .. . I ' 273+00 '- .1 i, o w •rr._.. "�_ - P. nl.,Jd C, rq • ee .'F..; :7r I .3.i 24.7 El STA. 268+41.9 (LT.) 1O STA. 269+69.5 (LT.) S411rCUT AND REMOVE ASPHALT PAVING AND BRSE AS REQUIRED TO CONSTRUCT NEW CEMENT CONCRETE SIDEWALK KM THICKENED FRONT AND B4CK EDGES AS SPECIFIED. STA 269+42.3 (32.8' LT.) ADUVST SIGNAL H.N. 7O GRADE STA. 269+69.5 (28.5' LT.) 7O STA 270+02.6 (38.8' LT.) S4WCUT AND REMOVE CEMENT CONCRETE CURB FOR NEW SIDEWALK. STA 269+97.9 (38.9' LT.) RELOCATE STOP SIGN TO STA 269+99.1 (40.8' LT.) TOP OF SIDEWALK GRADE TABLE STATION OFFSET TOP SIDEWALK AT FUTURE TOP BACK OF CURB ELEVATION 268+53.1 28.5' RT. 23.20 268+72.9 28.5' RT. 22.95 269+22.9 28.5' R7. 23.42 269+72.9 28.5' R1 23.81 269+80.2 28.5' R1. 23.83 270+02.6 43.6' LT. MATCH EXISTING 301 PRtUM1WRY -_.5 z* 10 0 20 NOTES: 40 60 SCALe IN reel 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND ARE OBTAINED FROM SURFACE STRUCTURES ANO AVAILABLE UTILITY RECORDS. 2. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555. 0 f TeO °°'� �'"r. ° "�� '�'"6 W tF BOO wQIdOt3�I�4� CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT SIU �(��-fin+ `nu(��((J� f(1�� �(t���� �H �1I.J U 1 W �� Ute] { r= U O .K. 5A0 r 19 1 e-a.n ♦w sne ENQIP IRINO-3TRKITS-VATRR-$tW*R-PARKS-BUILDING- `�� cnK+tw ac 3ros _ (� G� 7O J P"' *Al ANDOVER PARK W. SIDEWALK IMPROVEMENT PLAN STA. 268.00 TO STA. 273100 FILE . •ITC pw d GARDNER CONSULTANTS Puelo z,°,n °:e2 e Al W ,1a IA ,no ie...e. n^,^..1 nodule revisions ons TeO SECTIONS 23. 25 AND 28. T. 23 N.. R. 4 E.. W.M. 0 STA. 303+ 18.2 R7) TV STA 303+44.3 RT.) LL A1 INSTA00/FI COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. 0 STA. 303+53.4 (RT.) EMD 6' NIDE CEMENT CONCRETE SIDEWALK 3 STA. 303+08.0 (LT.) TO STA. 303+31.8 (LT.) INSTALL AIDOSAED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. O STA. 304+00.8 (LT.) END 6' NIDE CEMENT CONCRETE SIDEWALK Ei STA 302+51.2 (25.1' RT) ADJUST STREET LIGHT H.H. 70 !RADE STA. 303+00.6 (28.5' RE) RELOCATE TRAFFIC SKRY TO STA. 303+006 (31.9' RT.) STA. 303+ 14.7 (29.7' RT ) RELOCATE SOU LtIER TO STA. .303+ 11.9 (33.7' RT.) STA. 302+50.1 (25.4' LT.) ADJUST STREET LIGHT H.N. 70 GRADE STA 302+53.3 ADJUST SIGNAL STA 302+93.1 REMOVE STA 303+04.5 REMOVE (25.3' LT.) H.H. TO GRADE 26.8' LT.) 26.7' LT.) STA. 303+34.3 26.7' LT) REMOVE STA. 303+ (27.4' LT.) REMOVE BOLLARD STA. 303+74.0 (25.3' LE) ADJUST STREET LIGHT H.H. TO GRADE STA. .303+82.7 (27.4' LT.) ADJUST SIGNAL H.H. TO GRADE STA. 303+86.1 (.30.9' LT.) ADJUST S.S.M.H. TO GRADE 20 0 + 20 40 60 SCALD IN reel • PRILIMJNAPY NOTES: 1. COSTING UTILITY LOC471ONS ARE APPROXIMATE AND ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE UTILITY RECORDS 2. FOR THE Stmt► LK;HTING AND SIGNAL INTERAE CONSTRUCTION PLAN SEE SHEET 40. 3. CALL 48 HOURS BEFORE YOU OIG 1-800-424-5555. N� �-+ ro�(� l+ ` - � v �--� i I�S�� nc�c� F J ��o ,,�. � �''� l'47,1,1 ' 47, `°° r ®O W g3 CM Cn ®W i3 � _ CITY OF TU K W I L A CBD SIDEWALK AND TREE IMPROVEMENT PROJECT F ;; ' 2 O .,.. A W. vw -lNQ/IItRINa-sTRtITS-WATtR-s!W[R-PARKO�SYILDINa-,.a g3, `70 , s 1Ab ANDOVER PARK E. SIDEWALK IMPROVEMENT PLAN Formai"' Pae • 41TC GARDNER CONSULTANTS pro) t r -- U 1 15' UTILITY I,S. EASEMENT ' i__:J '-11 N.E. 1/4 sec. 26. T. 23 N.. R. 4 e.. W.M. 411 RAILROAD :-.EASEMENT 74.7 1.1 POLE 71?f EASEMENT I_ ( ;c3' unurY PI,NIR. -- 24 f' • ASFI I. IE `, 4.n • -_ -Lar. c r;1? rig 41111111111111111111k .INIP11111111111111115111111/911611111111 ,. In9 61ii --_ - --___ ---l�1D'_�IF411 - fe6�a�0�0�®0��6��BOoA1aA7�3edw®igw-ir �d'IYG A® 6® �ro��ssss t n. r?n. / y in A��2�3 47.F,H: FU. 7. CON C. .:Llf.li POWER EASEMENT 24L'• FWJi. VAQ!L T A.P. ----�- 74.4 550+00� STA. J48+90.02 -.41 1349+00 -" :: -'' G:. - - - uJ IL1 2 W W (1) 0 r 15' UTILITY EASEMENIT 1- dli I p' }' EASEMENT r I_ `• r' t. I RAILROAD ' u EASEMENT - _3n. rT -.77:7 - r.It. W . ; I: ;... BOLLARDS 1r 11 � : 10•, UTILITY 351 +tri--`-- ANDOVER PARK E. !- 1Lt1 Fr.N 1.1L1 •;L1:1ER CC;lf.. ;;1JRI3 • ASrH. O1 STA 350+68.3 �(R-T.•)� BEGIN CEMENT CdVCRETE CURB & GUTTER 2 STA 350+88.6 (RT.) • BEGIN 6' ME�yp4T CONCRETE SIDENGICX. O STA.SA. 350+27 (3514-1 �)(7 1 INSTALL MODIFIER) COMMERCIAL DRNEWAY PER DETAIL SHEET 6. O STA. 350+69.9 (RT.) 7O STA. 352+00.0 am) INSTALL ASPHALT ANO BASE COURSE PER ROADWAY SECTION 'B -B' ON SHEET 5. OSTA 348+56. 0 (LT.) BEGRV 6' AIDE ASPFNLT LANDNNG. MATCH COSMO STREET GRADE 5 STA .348+59.0 (LT.)) • ENO 6' MADE ASPHALT LANDING AT STREET GRADE BEGIN 6' WIDE ASPHALT RAMP. 77 STA. 348+65.0 0.T.) ENO 6' WOE ASPHALT RAMP. BEGIN 6' WIDE CEMENT CONCRETE SIDEWALK AND CURB & GUTTER. SET TOP OF CIRO ELEVA770N AT 0.09' ABOVE S7REET CENIERUhE ELEVATION. 8 STA. 348+85.1 (LT.) 040 6' MICE MIENT CONCRETE SIDEWALK AND CURB & GUTTER. MATCH ELEVATION KM IOP OF RUBBERIZED CROSSING ANTS 6;1 STA. 348+85.1LT.) 10 STA. 348+95.1 LT.) INSTALL (4) 2'r ' RUB- BERIZED TRACK CROSSING AMTS. • 10 STA 348+95.1 ((LT.)) BEGIN 6' WIDE =ENT CONCRETE SIDEWALK AND CURB & GUTTER. MATCH ELEVATION WR7I TOP OF RUBBERIZED CROSSING AMTS . - l;(NC. (r 25.5 IC. 1s UTILITY EASEMENT � I I 1 _-I = 1 - 320 i f STA 349+58.6 LT.) TO STA. 349+80.6 LT.) INSTALL MOD4F7E COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. f 2 STA 349+80 TO STA 350+80 (33.3' LT. 70 39.0' LT.) SAWCUT AND REMOVE ASPHALT PAVWNG AND CDfENT CONCRETE CURB. REGRADE SLOPE TO • MATCH NEW SIDEWALK ELEVATIONS INSTALL CEMENT CONCRETE EXTRUDED CURB AROUND EDGE OF ASPHALT. 13 STA 350+80.2 LT.) TO STA. 351+02.8 LT.) INSTALL MODIF7E COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. 74 STA 348+64.9LT.) 70 STA 332+00.0 LT.)) INSTALL ASPHAL A/40 BASE COURSE PER ROADWAY SECTION '8-B' ON SHEET 5. 0 STA. 350+85.5 (32.4' Rt4DE ADJUST GAS VALVE TO 3 STA_ 350+92.0 --(33.5t, RT.) REMOVE frDEC. TREE 4 STA - 351+33.5 (.4:8' -RT.) `RE'1 OVE14" ,DEC. ._TREE OSTA 331+67.4 (34.7' -RT.) ,REMOVE 16. OEC. TREE' 6 f STA 350+68.5 ?62' RT) TO �I�2� .0 40 RT ) CONCRETE CURB & GU71ER 77 STA 349+08.6 (31.6' LT.) RELOCATE 7R4FF7C SIGN 10 STA. 349+08.6 (37.6'. LT.) 8STA 349+38.9 (31.7'1.71) . REMOVE 8' DEC. TREE ro 0 349+92.8 REMOVE 5" DEC. TREE L 1 - ' STA. -3.504.31.9_(.31.6' LT.) REMOVE d" DEC. TREE I 505 aSTA 350+48.6 (34.1' LT.) RELOCATE BUSINESS SIGN TO STA. 330+48.6 (36.8' LT.) 1© STALLT.) ADJUST STREET LIGHT HNNOHOLE 70 GRADE Di RT 0.330+7 CATE LU IN E TOT ) STA 350+62.7 (37.0' 14 STA. -.330+69.7 (31.4' LT.) !REMOVE 4' DEC: TREE 3 STA. 330+75.9 (29.1' LT.) RELOCATE 7RAFFTC SIGN TO STA 350+73.9 (27.8' LT.) - 1-1 STA 352+00.0 (25.9' LT.) TO SAWCUT AND REMOVE MST. CONCRETE CURB & 01117ER a F STA. 351+38.0 (39:8' LT.) PEAAOVE 2' DEC_ TREE ' STA- 351+70.3-(40.5'1.T.) REMOVE -3" DEC.- TREE STA 351+99.5 (41.5' LT.) REMOVE 3 DEC TREE 20 0 20 40 . 60 SCALE IN RET CURB MD GUTTDP.ORAOE TABLE STATION OFFSET FLOW L? +'*.� w 4 T. Jt* IR.`te COO CT OC 1Of3E�wi�g3 ELEYA770N 330+68.5 25.5' RT 23.64 0447al EX) 350+88.8 29' RT. 23.53 351+00 29' RT 2150 351+50 29' RT. 23.26 352+00 29' RT 22.84 348+65. 29' LT. 24.57 346+86 29' LT. 25.23 349+00 29' LT. 25.05 349+50 29' LT 24.05 350+00 29' LT. 23.810 350+50 29' LT. 23.55 351+00 29' LT. 23.30 331+50 29' LT. 22.80 352+00 29' LT 22.60 PRELIMINARY NOTES: 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE' AND ARE OBTAINED FROM SURFACE STRUCTURES. AND AVAILABLE UT1UTY RECORDS. . 2. FOR. THE STREET UGH1ING AND SIGNAL INTERTIE CONSTRUCTION PLAN SEE SHEET 41. 3. GALL 48 HOURS BEFORE YOU DIG 1-800-424-5555. v I -'n INVLA �off '^�oJ j`��J(-�u!� ��o'�I L�El�lbYQ LN [.-1-�� �1- ',.......1 o Mr -ENOINEERINO-STREETS-WATER-SEWER-PARK S -BUILDING- by ',;; +'*.� w 4 T. Jt* IR.`te COO CT OC 1Of3E�wi�g3 CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT " 21 , ,..,�,, �. - P1Le `7O/ ► 43*C .,r.,,.a •IC tn• ANDOVER PARK E. ROADWAY WIDENING PLAN STA. 348450 TO STA.' 352*00 pro� detg GARDNER CONSULTANTS PUBLIC wow im4. • as , . t,. . Y* Ma, pro P10 fill irk n. no date revisions / OATG arae DSATE Iexn*e• „n/o.1 4) W U1 2 227 10' UTILITY EASEMENT W Trz: 11./ . U) 0 0 •4. tO N.E. 1/4 SEC. 26. T. 23 N.. R. 4 E.. W.M. it F ARKIN.; _5E AsPH RD ANDOVER PARK EAST 43 U 2 10' UTILITY "II c i a 6 EASEMENT I •Yj_..._ _-___ 1.6,'( T N"F i7i7 0 7 -_,..,1717,J -'""t- 0- '^.f -...rte s A.P. STA. 356+38.20 2, E 25.1 i C _5i 357+00 F -.lr•e�T���.��dryt'rsfflilaFM 'a sifiZ .... N ^11t... _ s 260 OSTA 355+57.3 (RT.) INSTALL MOOIFED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. 0 STA 355+77.2 (2r ) INSTALL CURB INLET AND 3 LF. r PIPE. CONNECT 70 EXISTING CATCH BASIN AT STA J55+77.2 (25' RT.) REMOVE' EXISTING GRATE AND REPLACE WITH SOLS LOCKING COVER PER STANDARD PLAN 8-2 O STA. 355+57.3 STA. 356+82.4 (RT.) TO INSTALL ASPH4L AND BASE COURSE PER RQ4DW4Y SECTION B -B' CW SHEET 5 O STA 356+86.4RT 70 STA. 357+22.1 RE)) INSTALL MOOIF7 COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. OSTA. 357+41.7 (RT.) END 6' WIOE CCMENT CONCRETE SIDE VALK. MATCH EXISTING SIDEWALK 24.9 STA. 356+70.4 (RT.) REMOVE BOLLARDS AND RELOCATE FIRE HYDRANT TO STA 356+70.4 (38' R7) INSTALL BUND FLANGE AT TEE AND NEW TEE TO EAST FOR HYDRANT a STA. 357+00 (34.5' RE) ADJUST WATER VALVE TO GRADE RELOCATE LUUMITWJRE TO STA. 357+38.0 (37.5' RT.) 9 :'5.5 230' 25.4 25.5 55.9,4. iv :5.1 25.2 25.3 220 24.7 SHEET 23 358«00 S J 2 U 1- 2 20 20 4 SCALD IN reel CURS MC =TER GNAW TABLE STATION OST F1:011 LAE arAnow .755+57.3 2Y RT. � EX) 330+00 28' RT. 2242 306+50 29' RT. 23.81 106+71? 211' RT. 24.03 J37+00 21Y RT. 24.26 517+41.7 2a' RT. 24.72 22 (Y4TCN LX) LJ PRELIMINARY NOTES: 1. EXISTING UTTUTY LOCATIONS ARE APPROXMNTE AND ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE UT>LJTY RECORDS 2. FOR THE STREET UGHTING AND SJGN4L INTERIM CONSTRUCTION PLAN SEE SHEET 42. 3. CALL 48 HOURS BEFORE YOU on 1-800-424-5555. \\ L4 U v [DLI��� � ���� ~ owe ��:. `-' ' �► e?► It.,- �a 6 ®C° �03m0'at�ID'a� _ CITY OF TUKWILA CBD 22 �^-^ .w. ::: " -tNGINiSRMO-sTRt[Ts-wATizR-•-PARKB-SUILDINQ- F~':�' SIDEWALK AND TREE IMPROVEMENT PROJECT en.,n.e •R. NO 70 ANDOVERPARK0...0 E. ROADWAY WIDENING PLAN PILOMl0 .GCANDOVER GARpNER CONSULTANTS r1 11 t,. Z * 20 0 20 40 60 0 0 0 0 0 0 SCALe IN Peer STA. 359+01.4 (26.1' LT.) BEGIN CEMENT CONCRETE CURB & GUTTER STA. 359+11.4 (LT.) BEGIN 6' WIDE CEMENT CONCRETE SIDEWALK. ANGLE POINT CEMENT CONCRETE CURB & GUTTER STA. 359+3.3.8 (LT.) TO STA. 359+57.5 (LT.) INSTALL MODIFIMP COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. STA. 359+01.4 (LT.) TO STA. 361+52.4 Lr.) INSTALL ASPHAL AND BASE COURSE PER ROADWAY SECTION 'El -Er ON SHEET 5. STA. .360+85.9 (35.5' LT.) ANGLE POINT CEMENT CONCRETE SIDEWALK STA. 360+93.6 (43. PLT.) ANGLE POINT CEMENT CONCRETE SIDEWALK -7.. 2.4,7•••• RC. 25.71 ".1.C..••••••/ ••- N.E. 1/4 S. 26. - T. 23 N.. R. 4 E.. W.M. 25 110. 104. 415 255 10'. ()MITT-- - E A SEMEN T PAZP AIL PRELIMINARY MATCH LINE STA. 510.00 SEE SHEET 16 • 1,71517.ci COM. PAD-, • • ................... 5.; • PC- ' *1- '''•\ C. 9.... r, • &Mr - - gun Ti2,27:9;6PrerdrAPIVAIAFA'Alte,V21126.21W2V4rartrAretrarArilngrAlrAVarAtr.dr 359+00 • 7 7 360+00 24 - ANDOVER PARK EAST :-5.1- --- •--________--L-_1. , ____ _______f_... .N _,:_-... - 1-1......--- C.4.4.4,?: 3:5:. _,. - • - -..‘ . . . -, ... .... , .. . . , ..,., : .-•,... ,,, L.:If. 1 55 7 t, 5 i r\ iiiI,'-,,,. __-!_ ''''\ .::: • ',.. '''..- ----A-1i: i''' 1; / • " ' '.4::C7•• I ' 1,., •,...., (IC , ;II ' N''. ,.-.1..-....`... •.': ! \ i >:,5- ..2,5-7- .25.6 II it _2,7.:. ' I '. I I . ,-^ fl \ \ ., al ,, ''.,.',, 1 D --.... . .1.; ..'20.1 i------7,---, \ •......_ , . R----- -1 . --.• \ ,1 •._.' t I 505 _ ' .' ...., 4.2 1 1 . !I III 0 0 0 220 1 STA. 361+01.1 END 6' WIDE CEMENT CONCRETE SIDEWALK. MATCH EXIS77W. STA. 361+01.4 (29.0' LT.) END CEMENT CONCRETE CURB & GUTTER. MATCH COSTING. STA. 510+08.5 (RT.) END 6' *IDE CEMENT CONC. SIDEWALK STA. 510+07.3 (LT.) END 6' WIDE CEMENT CONC. SIDEWALK MATCH EXISTING. 0 STA. 511+08.5 (RT) BEGIN 6' WIDE CEMENT CONC. SIDEWALK MATCH EXISTING. STA 362+51.0 (LT.) BEGIN 6' WIDE CEMENT COW SIDEWALK MATCH DOS-77Na STA. .359 +19.8 (.36.1' LT.) REM74001610g4TREE STA .359+014- (26.1 LT.) TO STA. 361+51.4 ps.6' LT.) REMOVE CEMENT CONCRETE CURB & GUTTER STA. 359+635 (28.5' LT.) INSTALL CURB INLET AND 4 LF. P1PE CONNECT TO COSTING CATCH BASIN AT STA. 359+63.5 (24.6' a. ) REMOVE EXISTING GRATE AND REPLACE' WITH LOCKING SCUD COVE? PER STANDARD PLAN B-2 740:163/.5tIff-i.66dive T.) STA_ 359+97.8 -(.34.A%LT.) REMOVE' .DEC. ,TREE 0 STA- .360+10.5 (32.4' LT.) ADJUST WATER METER TO GRADE ST 360+17.6:(35.5,' LT.) RENOV!WT... DEC:- !TREE orn , •-• IC • 0 -• 362+00 •-•-•, , _. . .., ,7-7'. '''''r'• a • -', - \/-• ''' - I-- EASMENT • uJ . UJ _ (i) cf) / 1.1 , 1 ,IsNr7EfiZ SECT7' ON. I BAWI f314.Z" = STA. 361+76.20 Ir ')/ _Ptu ADN D°M.VELCR. PAIE0 . MATCH LINE STA. 512.: 11 8 STA_ 360+36.1 (35.3', LT, t) REMOVE , DEC. TREE - STA 360+53.6_ (.35.4-iLT.) 2TtREE- rThl STA.„360+69.5 (35.4"._ LT.) RE 400E#2* OM:TREE -51 1771 STA. 350.71-80.4(36.5" L7) 1-1 IRO:10k :2- DEC,m1REE-51) 0 STA_ 360+84.9 (29.0' LT.) RELOCATE LUMINAIRE POLE TO STA. 360+88.0 (37.0' LT.) L7_11771.1 iev.lovsRale35rA ct36:427:DEoisoc(i;TREETRE11,9'--.:Ln) 14 STA. 511+72.4 (34.4' ;LT.) 0 STA 362+56.3 (33.3' RT.) ADJUST WATER VALVE TO GRADE 0 STA. 362+66.2 (33.3' RT) REMOVE r DEC. TREE CURB AND GLITTER GRADE TABLE STATION OFFSET FLOW LINE ELEVATION 359+01.4 26.1' LT. 24.86 MATCH EXISTING 359+11.4 29' LT. 24.75 359+30 29' LT. 24.62 359+60 29' LT. 24.28 360+00 29' LT. 23.80 360+50 29' LT. 23.20 J61+01.4 29LT. 22.86 MATCH EXISTING ,•, cmury 130 .'EAsEhigqi • • t 7'- , • SEE SHEET 17 TOP OF SIDEWALK GRADE TABLE STATION OFFSET top SIDEWALK AT FUTURE TOP BACK OF CURB ELEVATION 362+51 29.5' RT. 24.06 363+00 29.5' RT. 24.36 NOTES: 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE U77UTY RECORDS. 2. FOR THE STREET LIGHTING AND SIGNAL INTERTIE CONSTRUCTION PLAN SEE SHEET 43. .3. -CALL 48 HOURS BEFORE YOU DIG 1-600-424-5555. 11.1 z _J 2 0 0 C= L. 1 - b, . .. ,-- 4 ikibit coc)cm@fsao0.(183cm.C1g2s =....... • F CITY OTUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT ....,.... . li Veil Iff -ENGINIZER1140-STRRETS-WATIER-SEWEIR-PARKS-BLIILDINCI- %.4 VII\ i=..]1"[]i_u jcz . 2 3 N &Iran AW 1/06 , 7 0 , efteekedl II K. 1/04 GC . ANDOVER PK. E. ROADWAY WIDENING PLAN STA: -358.00 TO 363.00 & BAKER BLVD. ROADWAY WIDENING PLAN STA. 510.00 TO 512.00 Pe*/ •••9 ett.e • 44TC GARDNER CONSULTANTS FUELC wocgcs °ws.: a= esm. T4o. ...., ..... • 11.1 II near ...ay... ,seXe ere ........ pe. .- SCA12 AS NO new. no no dot o revision OATC MS _. 1..... , Teo 151 15' unLiT7- - EASEMENT' 131 N.E. 1/4 SEC. 26. T. 23 N.. R. 4 E.. W.M. W > 0 U _1 m 24 t In Z W PPEJMINAflY so .o eo SCALE IN PGf:1• EAGLE HARDWARE I © 13 A; - In 364+00 El 365+00 ANDOVER PARK NEW '�� �®�109a-r ENI fit♦ ;L El -0777 OSTA 363+90 (RT.) BEGIN 10'X9' CEMENT CONCRETE SIDEWALK FOR METRO BUS ZONE OSTA. 364+10.5RT.) TD STA 364+40.7 RT) INSTALL WWI COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. OSTA. 363+98.0 (RI:) TO STA. 364+53.4 RT.) INSTALL ASPHALT AND BASE COURSE PER RG40WAY SECTION B -B' SHEET 5. O INSTALL S£ ) ANT►)N JOINT 5 STA. 365+71.9 (RT.) END 6' WIDE CEMENT CONCRETE SIDEWALK. MATCH COSTING DRIVE O ST) A. 367+04 6 +WI E (R�CEMENT CONCRETE SIDEWALK. MATCH EXISTING DRIVE 4, :4.5 0 ( 130_ 0 OSTA. 367+24.0 (RT.) TO STA. 367+49.5_ (RT ) INSTALL MODIFIED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. OSTA. 367+11.1 ( STA. 367+62.1 RT.) TO INSTALL ASPHALT AND B4SE COURSE PER ROADWAY SECTION 'B -B' SHEET 5. l_ ! STA. -363+24.6 (34.0'_ RT.) REMOVE 15_ DEC. TREE El STA. 363+33.2 (31.3' RT.) RELOCATE WOOD SIGN 70 STA. 363+33.2 (37.5' RT.) a STA. 363+45.9 (J5.0' RE) RELOCATE VACUUM BREAKER 70 STA. 363+43.6 (37.5' RT.) Q STA - 363+54.6_ (33.7' „RT.) 'REMOVE: 18' DEC_ TREE E STA. 363+76.2 (34.4' RT) ADJUST GAS VALVE TO GRADE o a• 30' WATER EASEMENT 10' WATER EASEMENT 3r.t cll• /4. EFI %., ''.411 25.9 STA. 363+85.0 (33.4' ,RT.) REMOVE 7" DEC. TREE El STA. 363+42.6 (31.5' RT.) RELOCATED SIGN TO STA. 3642.38.5' RT.) ®STA. 364+52.0 REMOVE 16' DEC. 3 TREE ) E STA 364+77.8 (33.3' RT.) REMOVE 11' DEC. TREE) 10 STA. 365+00 (28.3' RE) RELOCATE LUMINAIRE 70 STA. 365+00 (37.5' RE) 11 STA. 365+06.3 (33.2' RT.) REMOVE 20' DEC TREE Q STA. 365+29.7 (28.3' RT.) RELOCATE F.H. TO STA. 365+29.7 (37.5' RT) 1i STA 365+29.7 (33.2' RT.) ADJUST WATER VALVE TO GRADE z4 1 A. P. STA. 366+30.20 366+00 - WIC •, 1 0 r' r :•D ag-. g STA. 365+29.7 (33.2' RT.) ADJUST WATER VALVE TO GRADE 14 STA. 365+34.3 (33.4' RE) REMOVE 8. DEC. TREE ^` f 5 STA 365+41.7 (35.5' RT.) ADJUST WATER VALVE 70 GRADE 16 STA. 365+49.3 (29.0' RT.)) RELOCATE WATER METER TO STA. 365+53.5 (37.5' RE) STA 365+57.7..(33.4' RT.) REMOVE 20' DEC. TREE STA. 365+65.8 (31.9' RT.) ADJUST WATER METER TO GRADE STA. 367+07.3 (36.1' RT.) ADJUST WATER METER TO GRADE STA. 367+15.7 (35.5' RE) REMOVE -3' DEC._1R£E-- WA tE1 ..V,r u_' It. . N _ • Iii. 11.)5:.4:,.1r2. HIi:H -,..1,..11 ' T E _ ! 1,0 N W W N O. 0 rfi Q �^ o[ II.11IC.,D ,I ' CUS itiE55 I SIGN POST ' (IELWOR ART) •iu IIIDICA1UR 120 STA _ 367+19.5 (29.5' -RT.) REMOVE SHRUB TRE C STA. 367+79.7 (35.7' -;RT.) REMOVE 3' DEC. IREEE g STA. 367+87.1 (28.4' RE) RELOCATE LUMINAIRE TO STA. 367+87..1 (37.5' RE) 24 STA. 367+98.0 (36.1'- _RT.) REMOVE 3' DEC_ TREE'JI _43 24.5 j 11 1 `• 1 ❑ !.:Ef.+ +11,1,1 J curt FROL(") TOP OF SIDEWALK GRADE TABLE STATION OFFSET TOP SIDEWALK AT FUTURE TOP BACK OF CURB ELEVATION 363+00 29.5' RT. 24.36 363+50 . 29.5' RT 24.25 363+56 29.5' RT. 24.24 364+00 29.5' RT. 23.93 364+50 29.5' RE 23.58 365+00 29.5' RT 23.22 365+06 29.5' RT 23.18 365+50 29.5' RE 23.41 365+71.9 29.5' RT 23.52 END SIDEWALK MATCH EXISTING 116 TOP OF SIDEWALK GRADE TABLE STATION OFFSET TOP SIDEWALK AT FUTURE 70P BACK OF CURB ELEVATION 367+04.9 29.5' RT. 24.21 MATCH EXISTING 367+50 29.5' RE 2.197 368+00 29.5' RT. 2.3.69 NOTES: 1. EXISTING UTIU7Y LOCATIONS ARE APPROXIMATE AND ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE UTILITY RECORDS. 2. FOR THE STREET LJGHTING AND SIGNAL INTERTTE CONSTRUCTION PLAN SEE SHEET 44. 3. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555. @[��LYr� wn[t�c D -tNO�NQtiRINQ-8TRlRTB-WATER-8lWaR-PARKS-BUILDINQ- (i •......e bY aa. •a,, `44 • .� ~ ''' i COGARDNER ®:)Dill�MnQSDGO CIA:, ' CITY OF TUKWILA CBD wM�.A • a. vv: X24` .e. Aw vo• SIDEWALK AND TREE IMPROVEMENT PROJECT . R. vo• 70, \24 u ANDOVER PARK E. ROADWAY WIDENING PLAN FILE • seTc P, -,,i CONSUL TANTS . 1_, LJ v d - N 1- W W c1) 111 W N 0 0 c0 rY E 7..E r • 17.4 3.4 C 23 2 2 U 2 N.E. 1/4 SEC. 26. T. 23 N.. R. 4 E.. W.M. 1 n EAGLE HARDWARE ;4.4 E V I_1 t^,, `1 4 , < .. 10' UTILITY EASEMENT .'7 x 14.9 24,, PRELIMINARY 1 2.7.14 ANDOVER PARK E. 370+00 T. ___ , LT. J.. ---___ _ _.1. __ L . DEC•r DCC._^t I�"a^EF•: .:v^v.- N. 4141 .t,^CAECA `, ,. ;:Hj �r•]�i�'_Pr""`-'`'yl 7 1. 141 - . :iil>INPI FF. L .I T' '•1,• \ �y I;f)N 1F,l)("--- •_'PF:IN4LER 10' UTILITY" EASEMENT f> 1-M1 �iFlr1C: 371+00 74.4 372+00 13.5 • 373+00 ...'>. t.IH. 75.7 'FRIWKLE±...; J; l 73515. +1 116 OSTA. 368+86.1 (RT.) 70 STA 369+11.2 (RT.) INSTALL AAOO/f7ED COMMERCIAL DRIVEWAY PER DETNL SHEET 6. 0 STA. 368+73.2 (RT.) 10 STA. 369+23.7RT.) INSTALL ASPHALT AND BASE COURSE PER ROADWAY SECTION SHEET 5. OSTA. 369+07.0 (28.0' RT.) INSTALL CURB INLET AND 3 LF. 8' C.P. CONNECT TO EXISTING CRATE AND REPLACE WITH SCUD LOCKING COVER PER STANDARD PLAN B-2 OSTA 369+30.4 (P71)) END 6' WIDE CON-E7E WALK ANKH EX/SI/NC OSTA. 371+58.2 (RT.) BEGIN 6' WIDE CONCRETE WALK ANTCH. EXISTING • 0 STA. 372+17.3 (RT.) 70 STA. 372+55.4 (RT.) INSTALL MODIF7ED COMMERCIAL DRIVEWAY PER DETAIL SHEET 6. Oj STA. 372+04.5 (RT.) 70 STA. 373+68.5 (RT.) INSTALL ASPH4LT AND BASE COURSE PER ROADWAY SECTION 'B -B' SHEET 5. 8 STA. 373+12.8 (38' RT.) ANGLE POINT 6' WIDE CEMENT CONCRETE SIDEWALK Ug STA 373+19.7 (35' RT.) END 6' WIDE CEMENT CONCRETE SIDEWALK. MATCH EXIS17NG 112 STA 368+17.3 (35.5' -RT.) REMOVE 3' DEC. TREE' STA. 368+29.0 (34.0' RT.) ADJUST WATER VLAVE TO GRADE STA 368+29.9 ((27.4' RT.) RELOCATE F.H. TO STA. 368+29.9 (27.4' RT.) STA 368+38.1 _(36.8' RT) REMOVE 3' DEC. TREE -- - STA 368+57.3_(37..1' RT,) REMOVE 2? DEC_ TREE) STA. -38-8+76.J (36.7_R71) REMOVE- 18" DEC. TREE- STA. 369+17.8_(36.2' RT.) REMOVE- 4" DEC. TREE . -i STA. 371 +59.0 (27.2' RT.) ' RELOCATE SPRINKLER HEADS AND SUPPLY PIPE AS DIRECTED BY THE ENGINEER MSTA. 371+68.8 (27.5' RE) RELOCATE TRAFT7C SIGN TO STA. 371 +68.8 (37.5' RT-) 4 r1•' 1)35.1 i'.A f1+LRAt: Sr- j _._ WAIffieiiemllagrA �®moi 1..f 1.J f11 - .._!TLC. fE7 'IPUi.i 1; FR STA 368+66.3 (.34.4' RT.) JER POST WRH ELECTRICAL COND 1 1 STA 371+83.0 (26.9' RT.) RELOCATE NAND HOLE 70 STA 371+83.0 (37.5' RT.) Q STA 371 +85.5 (34.5' RT.) CONDUIT POST WI711 ELECTRICAL 1 STA 372+10.2 (34.5' RT.) REMOVE POST WITH ELECTRICAL, CONDUIT 14 STA 372+74.6 (34.5' RT.) RREEA/OVE POST WITH. ELECTRICAL NDUIT STA 372+79.3 (27.6' RT.) RELOCATE SIGNAL HAND HOLE TO STA 372+79.3 (37.5' RT.) STA 372+92.6 (34.0' RT) REMOVE POST WITH ELECTRICAL CONDUIT 0 STA. 373+16.4 (34.0' RT.)) REMOVE' POST 1,1171 ELECTRICAL CONDUIT: STA. 373+19.0 (28.8' RT.) RELOCATE LUMINAIRE TO STA. 373+19.0 (37.5' R71) CAt('H o,J .l7}Ill PHOt IF; i • PC7.; :1:IJ,f IR; 'J.6 TEXACO SERVICE STATION TOP OF SIDEWALK GRADE TABLE STA77ON OFFSET TOP SIDEWALK AT FUTURE TOP BACK OF CURB ELEVATION 368+00 29.5' RT. 23.69 368+50 29.5' RT. 23.42 369+00 29.5' RT. 23.14 369+08 29.5' RT. 23.10 369+30 29.5' RT. 23.27 MATCH EX1ST1NG 371 +58.2 29.5' R71 24.83 MATCH EXISTING 372+00 29.5' RT. 24.48 372+22 29.5' RT. 24.30 372+50 29.5' RI: 24.12 373+00 29.5' RI: 23.81 373+19.7 29.5' RT. 23.69 MATCH EXISTING I"r.N,; F,r. 35 C r 73 7 20 0 4.c 20 40 60 SCALE IN PEST NOTES 1. COSTING UTILITY LOCATIONS ARE APPROX/ANTE AND ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE U77UTY RECORDS. 2. FOR THE STREET LIGHTING AND SIGNAL INTER77E CONSTRUCTION PLAN SEE SHEET 45. 3. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555. v L4.�}L7V� Of 11 .:1 ...tss 1+�(��1l�•SIDEWALK �`I S`;iGC 't' ,•- t� �OW�MOLI8]lr']i {3�9 CITY OF TUKWILA CBD AND TREE IMPROVEMENT PROJECT le .K 1� 2S' r251 o 1 P,11-1��� LJiI,�co .,.... drew. ., . *lit ``�-ZNOINlERINQ-STRQlTS-WATIM-SISWRR-PARKS-SUILDINQ- IR ),� � ANDOVER PARK E. SIDEWALK IMPROVEMENT PLAN - STA. 368.00 TO STA. 374.00 MC ♦ I,TO GARDNER CONSULTANTS PLOUC FOKs °n"s'C'•i QP' CS/4 . . .m. -..a •.00 r.va ,,,, r•c aor ..oan 9 r., dr r.1 u. } 9AAB Nd - ^a "` no I10�001i iOVIIOf18 jcxnn . nnn.j DATe 1100 TCD NEW SIGNAL DISPLAYS G 11..31 NOTES 12- 2' O 0 12' 12- 12' BEMS 61.62 81.82 ax HEADS 49 48,69 88 1. ALL CONVENTIONAL VEHICAL SIGNAL HEADS SHALL HAVE TUNNEL TYPE MSORS AND SQUARE DOORS, WITH BACKPLATE L 2. NJ. VEHICAL SIGNAL HEADS SHALL BE MOUNTED USING MOUNTING TYPE M WITH THE ELEVATOR PLUMBIZER LOCATED BETWEEN THE RED AND AMBER SECTIONS. 3. ALL PEDSTRIMI SIGNAL HEADS SHALL BE THE NEON GRID TYPE AND SHALL HAVE Z CRATE VISORS. A 0 O NOTES LEGEND SIGNAL POLE, MAST ARM EXISTING CONTROLLER CABINET VEHICLE SIGNAL HEAD SIGN PEDESTRIAN SIGNAL HEAD EMERGENCY PRE-EMPTION DETECTOR LUMINAIRE WIRE NOTE CONSTRUCTION NOTE EXISTING SERVICE CABINET TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX ELECTRICAL CONDUIT 1. REMOVE ALL EXISTING WIRES FROM CONDUIT FOR SERVICE CIRCUITS THAT HAVE BEEN TERMINATED. 2. REMOVE ALL EXISTING JUNCTION BOXES NOT IN USE AND BACKFILL 3. ALL TRAFFIC ITEMS REMOVED POLES, MAST ARMS AND ASSOCIATED EQUIPMENTS) SHALL BE SALVAGED AND DEUVERED TO THE CITY OF TUKWILA MNMENANCE YARD AT 14000 INTERURBAN SOUTH, TUKIMLA, WA INTERSECTION STA 40194.83 SIRANDER BLVD. STA 333100 ANDOVER PKE N.C. 1/4 S. 26. AND N.W. 1/4 S. 26. T. 25 N.. R. 4 E.. W.M. • ANDOVER PARK EAST • WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS 1 2' 8-114 (4 Tome) PAIRS) 2 MAST ARM 1-5C 3 MAST ARM 2 -30S.1 -5C 4 MAST ARM 2-3CS.2-5C 5 MAST ARM 2 -30S,3 -5C 6 MAST ARM 2-5C 7 MAST ARM 3-5C 8 3' 4-50,3-110 (LUMINA FM1 9 3' 2-3CS,4-5C,3-/10 (LUMINAIRE) 10 3' 7-2CS,2-3CS,8 -5C 11 2' 1-2CS 8A 3' 2-2CS, 4-5C, .3-110 (U.MANMRE) STRANDER BOULEVARD 40+00 _ U;15 -TALL TR4/F!C'- -- - ----BFARIAA;. J-BQX. L J -BOX w EX J -BOX 20 0 20 40 00 SCALL • AN reel. 0 O PFffL1MINAY CONSTRUCTION NOTES REMOVE EXISTING SIGNAL POLE WITH LUMINAIRE ARM, MAST EQUIPMENT. REMOVE EXISTING SIGNAL POLE FOUNDATION TO BELOW FINISHED STREET GRADE. FILL CAVITY LEFT BY THE WITH GRAVEL BASE TO PAVEMENT SUBGRADE ELEVATION. REMOVE EXISTING SIGNAL POLE WITH LUMINAIRE ARM, MAST ARM AND ASSOCIATED EQUIPMENT. REMOVE EXISTING SIGNAL POLE FOUNDATION TO A DEPTH OF 11/2 FEET BELOW FINISHED STREET GRADE. FILL CAVITY LEFT BY THE FOUNDATION REMOVAL WITH GRAVEL BASE TO PAVEMENT SUBGRADE ELEVATICN. INSTALL NEW SIGNAL WITH 14' LUMINAIRE ARM, 45' MAST ARM WITH THREE VEHICAL SIGNAL HEADS, TWO EMERGENCY PRE-EMPTION DETECTORS. AND THE EXISTING STREET NAME S I CN FROM POLE(:); TWO PEDESTR 1 AN SIGNAL HEADS, TWO PEDESTRIAN PUSH BUTTON ASSEMBLIES, AND A TERMINAL CABINET ON THE POLE; ANO A SIGNAL POLE FOUNDATION. INSTALL NEW SIGNAL WITH 14' LUMINAIRE ARM, 45' MAST ARM WITH THREE VEHICAL SIGNAL HEADS, TAO' EMERGENCY E -O TION DETECTORS, AND THE EXISTING STREET NAME SIGN FROM POLE(2 ; TWO PEDESTRIAN SIGNAL HEADS, TWO PEDESTRIAN PUSH BUTTON ASSEMBLIES, AND A TERMINAL CABINET ON THE POLE; AND A SIGNAL POLE FOUNDATION. INSTALL 8'X 8' INDUCTION LOOP. SEE STD. PLAN 8a. INSTALL TYPE 1 JUNCTION BOX. INSTALL TYPE 2 JUNCTION BOX. ARM AND ASSOCIATED A DEPTH OF 112 FEET FOUNDAT1ON ROJDVAL (i) WIRE CONTROLLER CABINET TO ACCOMODATE NEW SIGNAL HEADS AND LOOP DETECTORS. 02,:3;15 2.2%. 0 �Dn � (��[� LJO �'^��� D�� nuin ��C """`__ 1MI0 man NM' Big�El!'� BELL•W 'ENGINEERS Inc. Donovan. a` • Do.... ,.... .mss x CITY OP TUKWILA CDD• 26 ' '^� ►I v SIDEWALK AND TRGC IMPROVCMCNT PROJECT TPUMIMI-WATER-st111ER-! ^�EI minium11414E STRANDER BOULEVARD ROADWAY WIDENING PLAN ... ,, . , . , ... _ .. _ _----- - -- — — -- ..-„ ...... J FOUNDATION DEPTH TABLE ALLOWABLE IATERIAL BEARING PRESSURE FOUNDATION TYPE XYZ (CUBIC FEET). TYPE II, III, AND SU MAST ARM STANDARDS (PSF) MOUNTDIG 600 900 1,200 1,500 1,900 2,300 3' ROUND 10' 10' 11' 11' 13' 15' 1,000 3' SQUARE 8' 8' 9' 9' 10' 11' 81 4' ROUND 8' 8' 9' 9' 10' 11' 89 3' ROUND 8' 8' 9' 11' 13' 15' 1,500 3' SQUARE 7' 7' 7' 8' 8' 9' E2 4' ROUND 7' 7' 7' 8' 8' 9' 4' RD. 3' ROUND 6' 6' 7' 11' 13' 15' 2.500 3' SQUARE 6' 6' 6' 6' 7' 7' 27 4' ROUND 6' 8' 6' 8' 7' 7' THIS TABLE BASED ON A PHI VALUE OF 26'. FOR DOUBLE MAST ARM STANDARDS WITH 90' BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE ARM STANDARDS IF THE ANGLE IS NOT 90'. SIGNAL ARM ATTACHMENT POINT POLE ORIENTATION ANGLE (P.OA) DEGREES CLOCKWISE FROM OFFSET UNE TO 0' POINT ALL HANDLES AT 180' POLE ORIENTATION AND ATTACHMENT POINT DETAIL PLAN VIEW TYPE PPB PPB POST b co TYPE PS PED. HEAD STANDARD `o 0 TYPE I VEHICLE HEAD STANDARD N.G. 1/4 S. 25 'AND N.W. 1/4 S. 28. T. 23 N.. R. 4 G.. W.M. 3/4" DIA. PLASTIC DRAIN TUBE 3/4" CHAMFER d UNPAVED GROUT PAD THICKNESS= NUT i . + 1' MAX. wow%8 _ate' � No.4 HOOPS RD. OR 50. AT 1'-0' APPROX. CTRS. 81 B PAVED SURFACE CLASS 3000 CONCRETE 8 No.8 BARS EQUALLY SPACED 214 -CL. i CL 2Y!"CL,,,,1 3' SQ. OR RD. OR 4' RD. FOUNDATION DETAIL B4 8 —VERTICAL •CLEARANCE MINIMUM: 16'-6" MAXIMUM: 19'-O" TYPE II MAST ARM SIGNAL STANDARD 85 6 A LIMITS OF VERTICAL CLEARANCE RE ROADWAY TYPE III COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD B9 A UIREMENT B10 B TYPE IV TYPE V STRAIN POLE COMBINATION LIGHTING STANDARD AND STRAIN POLE STANDARD 8 811 or LEGEND A. B. C. 0. E. F. G. H. I. J. K. PRELIMINARY Vehicle Signal Head Sign. Std Plan G-9 Luminaire Arm Pre-Empt Detector Signal Most Arm Luminaire Pedestrian Signal Head Terminal Cabinet Pedestrian Push Button Assembly, Std Plan J -5a Handhole, Std Plan J -7c or J-8 Pre-Empt Indicator NOTES 0 MOUNTING COUPLING TO BE, INSTALLED BY FABRICATOR AT OFFSET DISTANCES INDICATED IN CHART. 0 FIELD INSTALLED. 0 SEE SPECIAL PROVISIONS FOR LUMINAIRE ARM. TYPE. CURB OR EDGE OF SHOULDER TYPE SD SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART STD. FIELD LOCATION STttAfw MOUNTDIG MAST ARM DATA LUMINAIRE ARM (PT) POLE ATTACHMENT POINT ANGLES (dog) FOUNDATION DEQ (FT) REMARKS yam. POLE TYPE (FT) OFFSEt DLSTANCES (F1) (1) POLE E TO ATTACHMENT POM WHOLOAD AREAS F1)2 *ft) (X)(y)(Z) v STATION OFiSEi(Ff) LT. Rf. P.OA ClA� BOULEVARD ROADWAY WIDENINO PLAN SIGNAL POLE SCHEDULE Al A2 81 B2 83 B4 B6 66 B7 98 89 810 811 81 82 83 84 B6 97 89 910 811 TOTAL(FT}T 0 0 E1 E2 C1 02 H 11 12 3' RO 3' SO. 4' RD. 3 41 +50 48 X 0 III 40 45 35 27 6 9.2 9.2 9.2 5.5 1,017 14 135 135 0 270 11 9 45' MUST ARM 4 40+46 58 X 90 III 40 45 38 28 8 9.2 9.2 9.2 5.5 1,055 14 135 135 0 270 11 45' MAST ARM wut I131)::1 BIZ 1♦ Ah.IrgE RP, 9PCJf�G? ~ .a. 1fALKER ENGINEERS Inc. 'p CITY OF TUKWILA COB , SIDEWALK AND TREE IMPROVEMENT PROJECT Ldo.r.vI& �. tO,..UN 7� ...., o �1 G�4 u. >aa -Roa+ Nut�o-*T r$-WATRR-s.W -PARK.-.LJILDI NO- . T. t0/04BELL .�,..�,.• r'°`'"' BOULEVARD ROADWAY WIDENINO PLAN SIGNAL POLE SCHEDULE IdahoSTRANDt=R 014 140TH .vnros NM BII7aos, WASHINGTON '011006-3464 MS u.►a r-1 a "° °Y "' ona owre ioro� , -,------- 705+00 706+ 00 NOTES: 1 . SEE SIDEWALK IiIPROVEMENT PLANS FOR Exantoc LMUTTY LOCATIONS WHICH ARE APPROX MATE AND ME LOCATED FROM SURFACE STRUCTURES AND AVAILABLE IMUTY RECORDS. 2. CALL 48 HOURS BEFORE YOU 0 G 1 —800— 424-5555. N.E. 1/4 SEC. 35. T. 23 N.. R. 4 E.. W.M. PRELIMINARY 707+o I — 708+00 SOUTH 180TH STREET 709+00 — _ STA 706+92.7 (LT.) INSTALL TIPE— 2 JUNCTION BOX INSTALL 3-2 P#C CONDUITS PER DETAIL ON SHEET 6 0 STA. 709+60.1 (LT.) INSTALL TYPE -2 JUNC770N BOX f STREET UGHT7NG. CONNECT 70 EXIS7714G CONDIAT AT EXISTING LUMINAIRE LOCATION. 20 uJ 1/1 Ls) uJ EJ (1) 0 0 0 r WATCH LINE 0 20 40 00 SCALe IN PeeT 2 „, ,,,„. e, f,„„ ,,,, (DcDoDsmono.c1611170.al .'""'... SIDEWALK ANDTRE TORFEETUitviKVVpRI0LAvECNABEDNT PROJECT • K VO6 28' .....wrw.1 AW 1/06 -1111NOINNIIIRING-STIRSZTO-WATZ/VISIEWER-PARKS-DUILDING- 70, 4ampted II IC I/00 GC_ SOUTH 180TH STREET ELECTRICAL PLAN P^•1 —ft me 1 04C GARDNER CONS1J- TANTS p•-• ...• W '2 N W W LI) 0 0 0 n 1- (5) MATC NOTES 20 0 N.2. 1/4 S. 35. T. 23 N.. R. 4 e.. W.M. 20 . 40 SCALD IN FDDT MATCH LINE STA. 201.00 SEE SHEET 39 --1 1. SEE SIDEW4LX IMPROVEMENT PLANS FOR !cosmic UTIUTIY LOCATIONS WHICH ARE APPROXOANTE AND ARE LOCATED FROM SURFACE STRUCTURES AND AVAILABLE UTILITY RECORDS. 2. GILL 48 HOURS BEFORE TVU DIG 1-800-424-5555. 711+00 712+00 SOUTH 180TH STREET 1 713+00 714+00 0 0 STA. 710+20.0 (LT.) INSTALL TYPE -2 JUNCTION BOX INSTALL s-2" PVC CONDUITS PER DETAIL ON SHEET 6 0 STA. 713+49.3 (LT.) INSTALL TYPE -2 JUNCT10t4 BOX FOR STREET LACHTING. CONNECT TO EXISTING CONDUIT AT EXISTING LUMINAIRE LOCATION. 0 0 0 0 STA. 773+76.0 (LT.) INSTALL TYPE -2 JUNCTION BOX INSTALL 2-2' PVC CONDUITS PER DETAIL ON SHEET 6 INSTALL 2-2- PVC CONDUITS PER DETNL ON SHEET 6 STA. 714+83.1 (LT.) INSTALL TYPE -2 JUNCTION BOX INSTALL 3-2- PVC CONOLIZS PER DETAIL ON SHEET 6 SHEET 30 W W N 2 0 1- Q 2 PRELIMINARY i1 1, Teo ti °'� °' "��••� i '`' F f',.a d•` �O00 GOO.ada gDi {3S3 _ CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT X29" ,GI _ [ � �H�H� �%�/ '"'�— -iNQllitRl/iQ-dTRISTs-M/AT=R-BtM/tR-PARKIs-dU1LDIN0- • r 11 �[� I�lt1=� U� •K t,•e a.n.n �w. roe ` 0 , .y,.cr.e sK. gyros G 2 SOUTH 180TH STREET ELECTRICAL PLAN STA. 710+00 TO STA. 715+00 P"'"' Me • Doe GARDNER CONSULTANTS P'C `'fi g ones e57,1.'es.NC. pool a SEALE Ae Na Da Irk no no date reviaiona DATE $i•e .. 1"' Teo MATCH LINE STA NOTES: N.E. 1/4 S. 35. T. 23 N.. R. 4 E.. W.M. SOUTH 180TH STREET 1. SEE SIDEICALX IJWPROVE7aENT PLANS FOR EXISTING UTJ77Y LOCATIONS WHIG/ ARE APPROXDA4TE AND ARE LOCATED FROM SURFACE STRUCTURES AND AVNLABLE UTRJTY REOORDS. 2. CALL 48 HOURS BEFORE YOU DIC 1-800-424-5555. (1 717+00 :U / Oi INSTALL 3-r PVC CONDUITS PER DETAIL ON SHEET 6 0 STA 717+42.1 (LT.) INSTALL TYPE -2 JUNCTION BOX O3 STA 718+37.5 (LT.) INSTALL TYPE -2 JUNCTION BOX OSTA 718+34.5 (LT.) INSTALL TYPE -2 JUNCTION BOX FOR STREET UGNTINC OS INSTALL 3-r PVC OONDuns PER DETAIL ON SHEET 6 20 PRELIMINARY Er]. 0 4 M 10 40 e0 SCALE IN peer � ��('� ((��''"j �`—= EliQ WORIr�,_� 17Q �LJ F_D "'• � � X00 CnD.MOt3®WiQ� CITY OF TUKWILA COB SIDEWALK AND TREE IMPROVEMENT PROJECT �R V•• 30� A 19� 1/96 U NQItsSRINa-BTRIQTs-WATlR-8<1MlR-PARKS-sU1LDIN0- FM • �6,a •� �` SOUTH 180TH STREET ELECTRICAL PLAN GAao1 R CONSUL a SECTIONS 23. 25 AND 26. T. 23 N.. R. ' 4 E.. W.M. MATCH LINE STA. 302+50 SEE SHEET 40, 0 w _ 0 0 z < 723+00 722+Q0 MOTES: 1. SEE SIDEIYALK IMPROVEMENT PLANS FOR EXISTING U77UI7Y LOCATIONS WHICH ARE APPROXIMATE AND ARE LOCA17rD FROM SURFACE STRUCTURES AND AVNLABLE UTIUTY RECORDS. 2. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555. 0 0 INSTALL 3-2D PVC CONDWTS PER DETAIL ON SHEET 6 STA. 720+69.2 (LT.) INSTALL TYPE -2 JUNCTION BOX STA. 720+72.1 (LT.) INSTALL TYPE -2 JUNCTION BOX POR STREET LIGHTING. CONNECT TO EXISTING CONDUIT AT EXISTING LUMINAIRE' LOCATION. SANCUT EXISTING PAVEMENT AND CONSTRUCT TRENCH PER DETAIL ON SHEET 6 INSTALL 3-2' PVC CONDUITS PER DETNL ON SHEET 6 STA. 722+93.7 (LT.) INSTALL TYPE -2 JUNCTION BOX INSTALL 2—r PVC CONDUITS PER DETAIL ON SHEET 6 INSTALL 2—r PVC CONDUITS PER DETAIL ON SHEET 6 STA 723+75.8 (LT.) INSTALL TYPE -2 JUNCTION BOX INSTALL 3-2- PVC CONDUITS PER DETAIL ON SHEET 6 STA. 724+83.7 (LT.) INSTALL TYPE -2 JUNCTION BOX FDR STREET LIGHTING. CONVECT 70 EXISTING CONDUIT AT EXISTING LUMINAIRE LOCATION. 20 r1 PRELIMINARY B=1 20 40 60 SCALE' IN FCCT `' '"' .r. `'�L • f �4 ;�'F ^aa D �Oo WQ3�IOL iuGir �� _ CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT u [3��1 Wnc�c� nr�Q o d . .4 6.K. 466 , 31 N a..., mow. ins ff iNallttl11N0-STR�Ts-WATtR-sSM/tR-PARtCs-PARKS- `�� \7O, • �0 �,,.a •s,K, �� �� P"'"° SOUTH 180TH STREET ELECTRICAL PLAN_Me STA. 720.00 TO STA. 725.00 p..i a' GARDNER CONSULTANTSSCALE PUSLc Masti WORKS os.4 .oe e. ►.,o. ,. ,.oow ..a . aa. r .Tar err......eo. m.a,. . , .. NO,,. N, » �e�vt.e. MMi no data revisions DATE 3i66 N.E. 1/4 S. 35. T. 23 N.. R. 4 E.. W.M. • • • N 11 20 0 20 40 80 1 ci • SCALC IN PEET 0 INSTALL .3-r PVC caroms PER DETAIL ON SHEET 6 STA 726+57.6 (LT.) INSTALL TYPE -2 JUNCTION BOX 728,.-oo •:: SOUTH 180TH STREET 729 + 00 PRELIMINARY NOTES: 1. SEE SIDEWALK lAfPROVIZAIENT PLANS FOR Da5711VG UTIUTTY LOCATIONS WHICH ARE APPROXIMATE AND ARE LOCATED FROM SURFACE STRUCTURES ANO AVAILABLE UTILITY RECORDS. 2. CALL 48 HOURS BEFORE MU DIG 1 --424-5555. ''''" .-- 40.3 ,:\......:21.4:114 'oft od• CICDOUcflalkatECODQQ3 _ 1=11RING-STR CITY OF TUKWILA CBD f 3 2 "In" a.: ::: SIDEWALK AND TREE IMPROVEMENT PROJECT -A -ENO a -WATER -OE IR -PARK 11-111UILDINOI;HQ . . ...9 1106 7 0 , , p.--. _-GC SOUTH 180TH STREET ELECTRICAL PLAN FtLe 0 72e GARDNeP CONSULTANTS 71 lJ 35+00 WARNING: HIGH PRESSURE PETROLEUM P/PEIJNE LOC4TI0N TO BE DETERMINED BEFORE ANY CANSTRUCTTON BY CALLING OLYMPIC PPELINE COMPANY AT (206) 235-7741 N.E. 1/4 SEC. 28. T. 23 N.. R. 4 E.. W.M. STRANDER BOULEVARD 36+00 NOTES: — • 37+00 1. SEE SIDEWALK IMPROVEMENT PLANS FDR EXISTING UTIUT1Y LOCATIONS WHICH ARE APPROXIMATE AND ARE LOCATED FROM SURFACE STRUCTURES AND AVAILABLE UTILITY RECORDS. 2. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555. 1 38+00 39+00 . I O1 CONNECT TO EXISTING STREET LK,7111NG SYSTEM 0 STA 36+88.3 (RT.) INSTALL TYPE -2 JUNCTION BOX FOR STREET UGIRING OSTA 36+88.3 (RT) INSTALL TYPE -2 JUNCTION BOX O4 STA. 38+28.7 (RT) INSTALL TYPE -2 JUNCTION BOX FOR STREET LIGHTING OINSTALL 3-2' PVC COIYO(AT5 PER DETNL ON SHEET 6 LINE STA. 20 20 PRtUThi4A 0 N 20 40 60 scALe IN PCeT v n %pi IA 'IoS�� Dfl fir,=_AR I�IiI,=-J�o WO Wm `+*,, „ ��Gt]�MO{ &17Wa� CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT /33, dowgnod II IC V6 A.W. \ `� Z'S -SNQINI;HRINO-STRQTs-WATIER-SIEWRR-PARKS-euILD(No- ��� ;70, vwerw • c. WOO STRANDER BOULEVARD ELECTRICAL PLAN STA. 35+00 TO STA. 40+00 P'' ""'r+° rye • ,s GARDNER CONSLLTANTS g 01150* or ESP.& •"C •.. • ao• � .o..... w F.4.1 a °""° "' "° TOM-.P181-'C no dote raviaione o�.re MIS I�v,Re. Mn.J 20 0 20 40 60 SCALD IN SGOT MATCH LINE STA. 35400 SEE SHEET 42 N.E. 1/4 S. 26. AND N.W. 1/4 S. 25. T. 23 N.. R. 4 E.. W.M. STA. 40.00 STRANDER BOULEVARD 43+00 45.00 SEE SHEET 35 LINE STA. MATCH LINE STA. 352+00 SEE SHEET 41 WARNING: HIGH PRESSURE PETROLEUM PIPELINE LOCATION TO BE DETERMINED BEFORE ANY CONSTRUCTION BY CALLING OLYMPIC PIPELINE COMPANY AT (206) 235-7741 NOTES: 1. SEE SIDEWALK IMPROVEMENT PLANS FOR Ex1STING U77UflY LOCATIONS WWNACH ARE APPROXIMATE AND ARE LOCATED FROM SURFACE STRUCTURES AND AVAILABLE UTUTY RECORDS. 2. CALL 48 HOURS BEFORE YOU 0 G 1-800-424-5555. 0 CONNECT TO EXISTING STREET LIGHTING SYSTEM INSTALL 3-2" PVC CONDUITS PER DETAIL ON SHEET 6 STA. 40+42.3 (RT.) INSTALL TYPE -2 JUNCTION BOX FOR STREET UGHT7NG. STA. 40+44.7 (RT.) INSTALL TYPE -2 JUNCTION BOX STA. 40+42.3 (RT.) INSTALL TYPE -2 JUNCTION BOX FOR STREET UGHT7NG. CONNECT TO EXISTING STREET UGNTING SYSTEM INSTALL 2-2" PVC CONDUITS PER DETAIL ON SHEET 6 INSTALL 2-2' PVC CONDUITS PER DETAIL ON SHEET 6 STA. 40+44.7 (RT.) INSTALL TYPE -2 JUNCTION BOX 0 11 0 0 14 TS 0 INSTALL 2-2" PVC CONDUITS PER DETAIL ON SHEET 6 STA. 40+44.7 (RT.) INSTALL TYPE -2 JUNCTION BOX STA. 40+42.3 (RT.) INSTALL TYPE -2. JUNCTION BOX FOR STREET LIGHTING. INSTALL 3-2' PVC CONDUITS PER DETAIL ON SHEET 8 SIMCUT EXISTING PAVEIIENT AND CONSTRUCT TRENCH PER DETAIL ON SHEET 6 STA 44+02.8 (LT.) INSTALL T112E-2 JUNCTION BOX INSTALL 2-2' PVC CONDUITS PER DETAIL ON SHEET 6 PRELIMINGY 1, ti �6 t �� ' ' 0C1 "tea to @OO WC2nO{ El:]Gi]a� p �g 06•606•66.+66R ••6 V CITY OF TUKWILA CBD - X34, pre AW. +�.• itsR NGINlNG-ATRICQTS-WATIRSO R-SIIWI-PARK-SUILDIN- SIDEWALK AND TREE IMPROVEMENT -PROJECT 6:6•6666/16.1C.e.. 1/06P ��r' ""' STRANDER •BOULEVARD ELECTRICAL PLAN `70' P1L� • 10C P"'1 A" GARDNER CONSULTANTS 1, N.W. 1/4 SEC. 25. T. 23 N.. R. 4 E.. W.M. 45.00 SEE 49 STRANDER BOULEVARD WARNING: HIGH PRESSURE PETROLEUM P/PELNE LOCATION 7U BE DETERMINED BEFORE ANY CONSTRUCTION BY CALLNG OLYMPIC PIPELINE COMPANY AT (206) 235-7741 NOTES: 1. SEE SIDEWALK IMPROVEMENT PLANS MR E70S17NG UTIUTIY LOCATIONS WIIILH ARE APPROXIMATE AND ARE LOCATED FROM SURFACE STRUCTURES AND AVAILABLE UTILITY RECORDS. 2. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555. 0 0 0 0 0 0 0 INSTALL 3-r PVC CONDUITS PER DETAIL ON SHEET 6 STA. 46+94.0 (RT.) INSTALL TYPE -2 JUNCTION BOX INSTALL SALVAGED STREET LA;HTING NEST SWITCH INCLUDING WIRING N STANDARD POLE MOUNTED TERMINAL CABINET ON RELOCATED LUMINAIRE MOUNT 7 FT. ABOVE GRADE STA. 47+87.7 (RT.) INSTALL TYPE -2 JUNCTION BOX FOR STREET UCH7TNG. CONNECT TO EXISTING STREET LIGHTING SYSTEM INSTALL 2-2 PVC CONDUITS PER DETAIL ON SHEET 6 STA. 48+47.1: (RT) INSTALL TYPE -2 JUNCTION BOX. • 0 0 0 INSTALL 2—r PVC CONDUITS PER DETNL ON SHEET 6. STA. 46+1 1 .7 (LT.) INSTALL TYPE -2 JUNCTION BOX FOR STREET UGHTING.i INSTALL 3—r PVC CONDUITS PER DETAIL ON SHEET 6 STA. 47+95.3 (LT.) INSTALL TYPE -2 JUNCTION BOX FOR STREET LIGHTING , CONNECT 10 EXISTING STREET UGHTINC SYSTEM INSTALL 2-2' PVC CONDUITS PER DETNL ON SHEET 6. STA 48+25.5 (R7) INSTALL TYPE -2 JUNCTION BOX PRWMINARY. Rm 20 0 20 40 60 SCAIe IN PeeT 1-11-1 �cwiu jam'( l ,(�[� n(�n ��(�j ('� 1=iLJUQ 1 P-1.r.-1r� IBJ � c 'r 0,- ,.�, �� �a'� "R'%,17.0 n..6,0 ®pp mQt.coI Q{;eip{a� CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT , 3 5 «..,,,.e .K. u.• AW. u•, 70 `, �� -1[N0INEgRINQ-STRaHTB-WATER-811WER-PARKS-11U1LOIN4.• en.cr.e s.K, vo• GC STRANDER BOULEVARD ELECTRICAL PLAN STA.45 00 TO 68TH AVE. S. ' roi ° Me • re GARDNER CONSLLTANTS �. �"F� °i��iO"'. de ,.ems"^„ '� •..Is• K"L° 48 "° no data revision* Dose :Los M bit no frx.r.es v,,,../, J II NOTES: ANDOVER PARK WEST /5 / 7 N.E. 1/4 S. 26. T. 23 N.. R. 4 E., W.M. 501+00 1. SEE .SIDEWALK OMT PLANS FOR COSTING UTTUTIY LOCATIONS WHICH ARE APPROJOAMTE AND ARE LOCATED FROM SURFACE STRUCTURES AND AVNLABLE UTILITY RECORDS 2. CALL 48 HOURS BEFORE YOU LIG 1-800-424-555,5. 502+00 503+00 BAKER BOULEVARD O STA. 500+79.3 (LT.) INSTALL TYPE -2 JUNCTION HOX O S4WCUT EXISTING PAVEMENT AND CONSTRUCT TRENCH PER DETAIL ON SHEET 6 O3 INSTALL 3-2- PVC CONDUITS PER DETAIL ON SHEET 6 0 STA. 504+08.1 (LT.) INSTALL TYPE -2 JUNCTION BOX 0 SAIICUT EXISTING PAVEMENT AND CONSTRICT TRENCH PER DETAIL ON SHEET 6 O6 INSTALL 3—r PVC CONDUITS PER DETAIL ON SHEET 6 I 504+00 SHEET 37 W W N LINE STA. 505+00 0' PRELIMJNARY 11 20 0 20 40 00 SCALE IN FEET 6 ��i�i�p� [�(jr]aQj�. o —1E=D 9, ll�i���77 1l� ti '°" y �r, 'a''�' *1.470° � to' ®oni;Bon f a rni t2 _ CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT �36� :w. v.e U iNQINIttRINQ-ATRISTS-WAT=R-STEW jR-PARKS-RWILDING- `7O, cticw.e ec. Iros BAKER BOULEVARD ELECTRICAL PLAN ro/ •"'° GARONER CONSULTANTS �I .' N.E. 1/4 S. 26..T.-23 N.. R. 4 E.. W.M. =====ii= ,i,= 506+00 NOTES: 1. SEE SIDE VALK IMPROVEMENT PLANS FOR E70S77NG UTKJTTY LOCATIONS WHICH ARE APPROXIMATE AND ARE LOCATED FROM SURFACE STRUCTURES AND AVAJLABLE UT7UTY RECORDS 2. CALL 48 HOURS BEFORE YOU DAG 1-800-424-5555. 507+00 - 508+00 BAKER BOULEVARD Oi INSTALL J-2 P1vC CONDUITS PER DETAIL ON SHEET 6 OSTA. 507+11.8 (LT.) INSTALL TYPE -2 JUNCTION BOX 509+00 20 0 20 40 eo SCALE IN PGGT PRELIMINARY V H 'L+ ,` %IL -IIN4QRtRINa-STRUTS-WATER-8111/=R-PARKS-IWILDIN0- - ®jUU t/�/ �`�'J�R I�11-�1r-3 leo "111K °°. "sett f �'?�: C3OGVO6i]IBM0a&t7Grthi. CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT �37� e �w. +os 7O ` ,.a 'a, ,roe C BAKER BOULEVARD ELECTRICAL' PLAN STA. 505+00 TO STA. 510+00CALK G me • Ise GARDN CONSI�ILTANTS PUOLC, ` C.::; .apV es.4. FrKel d Ai fie ., N. no data revisions & s NO I.xrne. ,,,,,R.1 Teo SEE SHEET 43 NOTES: 1. SEE SIDEWALK IMPROVEMENT PLANS FOR EXISTING UTIUITY LOCATIONS WHICH ARE APPROXIMATE AND ARE LOCATED FROM SURFACE STRUCTURES AND AVAILABLE U77UTY RECORDS. 2. CALL 48 HOURS BEFORE YOU DC 1 -800- 424-5555. N.E. 1/4 SEC. 28. T. 23 N.. R. 4 E.. W.M. • ; - 11 BAKER BOULEVARD 0 0 513+00 INSTALL 3-2. Mr. CONOWS PER DETAIL ON SHEET 6 STA. 513+72.2 (LT.) INSTALL TYPE -2 JUNCTION BOX FOR STREET UGHT7NO • .k1 r—' riiz 0 PRELIMINARY R= n 20 0 10 40 60 SCALE IN peer 11 V).:F=1, ,... IR 1,==.1 [DCA; 1., .... , 14 ' 41‘ ,C3CDOUBC1130.6IOCID'aO3 ....-_... Ossyrod 0 K VIM CITY OF TUKWILA CBD '38‘ drawn &W. IMO SIDEWALK AND TREE IMPROVEMENT PROJECT •arniscwrs-wavraw-sawart-pionce-piusixima- crocked S K. 1/06 G C p•-, -, BAKER BOULEVARD ELECTRICAL PLAN rile 0 24e GARDNECONSULTANTS R +00 SEE SHEET 29 O CV f- w z J 2 U 1- 2 SECTIONS 23. 25 -AND 26. T. 23 N.. R. 4 E.. W.M. ANDOVER PARK W. 204+00 O INSTALL 2-2- PICC CONDUITS PER DETAIL ON SHEET 6 OSTA. 204+00.7 (RT.) INSTALL TYPE -2 JUNCTION BOX O INSTALL 2-r PVC CONDUITS PER DETAIL ON SHEET 6 O STA. 203+32.8 (LT.) INSTILL TYPE -2 JUNCTION BOX NOTES: 1. SEE SIDEWALX IMPROVEMENT PLANS FOR EXISTING UTXJTTY LOCATIONS MHKK71 ARE APPROXIM4TE AND ARE LOCATED FROM SURFACE STRUCTURES AND AVNLABLE UTILITY RECORDS 2. CALL 48 HOURS BEFORE )DU DIG 1-800-424-5555. 205+00 PRELIMINARY B= 20 0 20, 40 SO SCALE IN reel* TKO • a fr)r te• �� �'�° 'aft cF ®©JD GDO 3£II]W{3� CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT D � �R] f EDL J a.r; me [39] % Q rile • an �� 7 A -IMaH�SRINa-ATRQTA-wAT=R-At1Mt<R-PARKA-suiLD1N4- `� F • i t ...r� .. vn en.eow A R. vs GC P"' •"' ANDOVER PARK W. ELECTRICAL PLAN STA. 201+00 TO STA. 205+00 P e GARDNER CONSULTANTS 5 o^^ "� esm. '"� •+ •+ ..a. - ..•... m m...ao. ""`! '" MC fill N n.�c fes► • +�'»1 no date reviaiona DAT VOA ,, TKO vJ uJ (J) 111 uJU) 0 (Ni+ 0 cf) uJ 1:1 1- 2 SECTIONS 23. 25 AND 28. T. 23 N.. R. 4 E.. W.M. 303+00 meramstrecnismee ANDOVER PARK E. MOTAZIO:M=1:=1:10:Cragl 0 INSTALL 2-2" PvC CONOU175 PER DETAIL ON SHEET 6 0 STA 30.3+71.0 (LT.) INSTALL TYPE -2 JUNCTION BOX MR STREET LICKING (-) STA. X4+1.7 (LT.) INSTALL. TYPE -2 JUNCTION BOX 0 STA 302+64.9 (RT.) INSTALL TYPE -2 JUNCTION BOX FOR STREET LIGHThV0 0 INSTALL 2-2" PVC CONDUITS PER DETAIL ON SHEET 6 0 STA. 303+75.3 (RT.) INSTALL TYPE -2 JUNCTION BOX 304+00 3 i__ 305+00 20 0 Z 20 40 00 NOTES: SCALE IN reel- L 1' PRELIMINARY ri= 1. SEE SIDE1KALX IMPROVEMENT PLANS FOR ExiS77NO UITLITTY LOCATIONS *11101 ARE APPROXIMATE AND ARE LOCATED FROM . SURFACE STRUCTURES AND AVAILABLE LMUTY RECORDS. 2. CALL 48 HOURS BEFORE YOU DI G 1-800-424-55.55. oiiLAN -D -by 17 deft "N•o• 00 (gC)C7C1Q3C00{1.530iYaat. :=_:; _ ORVE ()NT PROJECT TFEETUIMKPWRIOLACMBE SIDEWALK ANDTR p -[,—i -r wil-.1RE EIL-11—)Q ."9"7' 40‘ ::. :,..6. A -11INGINISERINO-STRIIITO-VIATER-SEINZR-PARKS-1151111-DING- . • ...s' D 70 al•e••• 0.K. 1/96 GC ANDOVER PARK E. ELECTRICAL PLAN r'N w'S PILE • 4•C GARDNER CONSULTANTS 46. _ _ _ . __ .. . .. . - r N.E. 1/4 sec. 26. T. 23 N.. R. 4 E.. W.M. 9 .. momillimmiiessomermseememmusassmummeam L.. 349+00 NOTES: 1. SEE S/DEWALX II/PROM/ENT PLANS FOR EXISTING UTILRIY LOCATIONS WHICH ARE APPROXIMATE AND ARE LOCATED FROM SURFACE STRUCTURES AND AVAILABLE UTIUTY RECORDS. 2. CALL 48 HORS BEFORE YOU DAG 1-800-424-5555. ANDOVER PARK E. 350+00 r STA. 350+67.1 (RT) INSTALL TYPE -2 JUNCTION 80X INSTALL 2—r PVC CONDUITS PER DETNL ON SHEET 6 STA. 349+20.8 (LT.) INSTALL TYPE -2 JUNCTION 80X INSTALL 2-2. PVC CONDUITS PER DETAIL ON SHEET 6 20 Z * 20 40 60 N 1— w w Ln 111 W d) 351+00 O8 CONNECT TO EXISTING STREET LIG1477NG SYSTDA OSTA. 350+59.4 (LT.) INSTALL. TYPE -2 JUNCTION 83X FOR »Ktt, LJGNTNNG O INSTALL 3--r PVC CONDUITS PER DETAIL ON SHEET 6 09 CONNECT TO EXISTING STREET UGHTWG SYSTEM 10 INSTALL 2-r PVC CONDUITS PER DETAIL ON SHEET 6 _1 2 0 2 SCALE 1N ReT `M. PRELfM1Pd;,.'r T—� n '�'K -.1, @OO C GDO{3dIG 'a Q3 GC— CITY OF TUKWILA CBD ; SIDEWALK AND TREE IMPROVEMENT PROJECT 41 (7O1 J �` ���� VP: "�� s �; A, '`'' 7,44,e 4. co I�� ' o lc a <r. +.w. 1i $ iNGINKIMP40-aTRQTs-MIAT=R-SIMER-PARKS-BUILDING- — s.R vo.l "" "'° ANDOVER PARK E. ELECTRICAL PLAN - STA. 348.50 TO STA. 352.00 riLe + +,e p •l a GAPDNER CONSuL TANTS PURI -PC WOTc9 Odvts4ON Of. es.. NG +� •....a 44 �► .-.. -..� m. .no """ AS "° M try no 1r:.Pme. +''»I dote revisions °Art 5i0111 T[0 STA. 354.00 U 2 N.E. 1/4 SEC. 26. T. 23 N.. R. 4 E.. W.M. 355+00 ANDOVER PARK EAST 356+,00 357+00 ( STA 355+68.3 (RT.) INSTALL TYPE -2 JUNCTION BOX 0 INSTALL 3—r PVC CONDUITS PER DETAIL ON SHEET 6 I O3 STA 357+35.0 (RT.) INSTALL TYPE -2 JUNCTk N BOX FOR STREET UCHJING. CONNECT TO EXISTING COhOWT AT EXISIINC LUMINNRE LOCATION. OSTA. 357+40.3 (RT.) INSTALL T1PE-2 JUNCTION BOX SHEET 43 W to MATCH LINE STA. 3,58+00 NOTES: 20 0 20 40 60 SCALE IN neer L." v 'PRELIMINARY t 7. SEE SIDEWALK IMPROVEMENT PLANS FOR EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND ARE OBTAINED FROM . SURFACE STRUCTURES AND AVAILABLE UTILITY RECORDS. 2. CALL 48. HOURS BEFORE YOU DIG 1-800-424-5555. °°` ®o w WTI w t3 s� CITY O F T U K W I L A CBD SIDEWALK AND TREE IMPROVEMENT PROJECT �(L_�❑j f'^C' ��y1(-�IyI^/1 �0 1'(l%�-J� �� ,^� I1'I^�J 1�^)I l^r'II" -SLJY 1 nU1..U�J� � W IC V.O �.i�G R, it (42)7ONallitRlNa-aTRQTs-WATQR-8KN/!R-PARKO-6UILDINO-� _J LV {'1 1.� c Aw. /..CS_ sc vos -, CC �CJ ANDOVER PARK E. ELECTRICAL PLAN /MG • 40e rr^s ii • CONSULTANTS NZ N 1-- W W 2 (1) W W N 0 0 cr) 1- 1- 2 1- 2 359+00 ANDOVER PARK EAST 20 0 20 . 40 00 SCALL IN reel NOTES: 1. SEE SIDEWALK IMPROVEMENT PIANS FOR EXISTING U11U7TY LOCATIONS WFNCH ARE APPROXIALATE AND ARE LOCATED FROM SURFACE STRUCTURES AND AVAILABLE UTILITY RECORDS 2. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555. N.E. 1/4 S. 26: T. 23 N.. R. 4 E.. W.M. 360+00 O STA 358+80.6 (Lr.) INSTALL TYPE -2 JUNCTION BOX 0 INSTALL 2-2" PVC CONDUITS PER DETAIL ON SHEET 6 O STA. 360+82.1 (LT.) INSTALL TYPE -2 JUNCTION BOX FOR STREET LIGHT CONDUIT O CONNECT TO EXISTING STREET LIGHTING SYSTIN O STA. 361 +00.1 (LT) INSTALL TYPE -2 JUNCTION BOX. O INSTALL 3-2- PVC CONDUITS PER DETNL ON SHEET 6 OSTA. 510+06.3 (LT.) INSTALL TYPE -2 JUNCTION BOX. O STA. 511+66.1 (LT.) INSTALL TYPE -2 JUNCTION BOX CONNECT 70 EXISTING CONDUIT IF INSTALLED TO THIS LOCATION. O INSTALL 3-r PVC CONDUITS PER DETAIL ON SHEET 6 10 STA. 361+00.1 (LT.) INSTALL TYPE -2 JUNCTION BOX. 11 INSTALL 3-2' PVC CONDUITS PER DETAIL ON SHEET 6 MATCH LINE STA. 510+00 SEE SHEET 37 363+00 SEE SHEET 44 7 la 1 1 MATCH LINE STA. 512+00 SEE SHEET 38 PRELIMINARY n `' '°'.O _ �]� 1 f LJ [�, ��Q L=- cDOD wcBd0{2awt3� CITY OF TUKWILA CBD i 43 t%�/ "'RR � U O ear &w. voe - SIDEWALK AND TREE IMPROVEMENT .PROJECT iN41NtlRINO-sTRQETs-WATER-enwirt-PARKS-SIALDINa- crw,.e sR. voe _ �� �"' \%Q� �I pGARDNER CONSULTANTS ANDOVER PK. E. ELECTRICAL PLAN STA. 35800. TO 363.00 t PILE a we scA�e �e IVOiCi1Ke ,,, ,,, n,,,..1fEO � wO�M3r oMs op esti. Nc.OOL wu �i ..O r�0ia'.-�. ww COe0P & BAKER BLVD. ELECTRICAL PLAN STA. 510.00 TO 512.00 no dote revisions DATE aloe , 363+00 SEE SHEET 364+00 365+00 N.E. 1/4 SEC. 26. T. 23 N.. R. 4 E.. W.M. ANDOVER PARK E. 0 INSTALL 3—r PVc CONDUITS PER DETNI. ON SHEET 6. 0 STA 364+96.0 (RT.) INSTALL TYPE -2 JUNCTION BOX MR Sixth LIGHTING. CONNECT 70 EXISTING CONDUIT AT EXISnNG LUMINAIRE LOCATION. STA 365+58.9 (RT.) INSTALL TYPE -2 JUNCTION BOX STA 366+10.3 (RT.) INSTALL TYPE -2 JUNCTION BOX INSTALL 3-r PVC CONDUITS PER DETAIL ON SHEET 6. STA 367+828 (RT.) INSTALL TYPE -2 JUNCTION BOX FOR Slxtt1 LJGNnNG. CONNECT TO EXISTING CONDUIT AT EXISTING LUMINAIRE LOCATION. 366+00 Z* 20 0 20 40 60 SCALE IN FEET PRELIMINARY NOTES: 1. SEE SIDEWALK IMPROVEMENT PLANS FOR EXISTING UTILJTI LOG1nONS ARE APPROXIMATE MIO ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE UTILITY RECORDS. 2. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555. 1 Un()_fl� [�(U]nlrti�� ��� ' 'lu�uU titin lr� c� ti °°" • ae*. �a ''!� j' ► •f "' � oOW��]O�&JW{�� _ CITY OF TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT X44` a�.�g 11 K. OM .� de.., A.W.I,vbe o INONNIKIRINCI-BTRaiTs-WATtR-ORWUnpARKS-SUILDINO- 7O� ,.a $ K. 1rob ANDOVER PARK E. ELECTRICAL PLAN P"" "' FMS b 00C GARDNER •CONSUL_TANTS P^� C 7.• z — I J69+00 k.„ N.E. 1/4 SEC. 26. T. 23 N.. R. 4 E.. W.M. ANDOVER PARK E. 370+00 371+00 0 INSTALL J—r PVC CONDUITS PER DETAIL ON SHEET 6 STA. 369+25.1 (Rt) INSTALL TYPE -2 JUNCTION BOX 0 STA. 371+65.6 (RT.) INSTALL TYPE -2 JUNCTION BOX 0 INSTALL s—r PVC CONDUITS PER DETAIL ON SHEET 6 0 STA. 373+ 15.1 (RT.) INSTALL TYPE -2 JUNCTION BOX FM STREET LIGHTING. CONNECT TO EXISTING CONDUIT AT DOSTING LUMINAIRE LOCA770N. 0 STA. 376+22.9 (RT.) INSTALL TYPE -2 JUNCTION BOX .1. 372+00 373+00 10 0 .;• PRELIMINARY az+ 20 40 60 scALe IN Peer NOTES: 1. SEE SIDEWALX IMFROWAIDIT PLANS FOR EXISTING • UTILITY LOCATIONS ARE APPROXIMATE AND ARE OBTAINED FROM SURFACE STRUCTURES AND AVAILABLE UTIUTY RECORDS. 2. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555. bo, awe (DcDopon0{1aDootIg3 CITY OF TUKWILA CBD . -E ' SIDEWALK AND TREIMPROVEMENT PROJECT ,.. e•-• LA L.Fai-Nir----.1- HY Q RFF—1.-- ;:i 1:=3 I1Z1 ••••d • K 1/116 ..." It I I . • 14.%/701•4 iftlil Ore [470 5 ) drown A W IMO OW -IENOINIENRINO-STRIZETS-WATIIR-SIEWUR-PARKS-BUILDING- ' lb. croelts• ID K 1/011 =... .. GC r•i 0.0 . ANDOVER PARK E. ELECTRICAL PLAN . STA. 368.00 TO STA. 374.00 1 PILE • Ole pr.' eir GARDNelZ, CONSULTANTS PUCtICZSFQKs. oris ce; sm. nic. *CAL! AS NO OS Sim ••• 1 rx,ms wn..1 nodote revisions oAre Vo6 I INTERSTATE 406 1-7 1 • : - - - - - • - •• 2 11 i ' f .11T14010elt 111-1,,D. a• #.- z Li il 1 JL„... // * .. :,-,------,'' -• / ; • , , :...... ............... / i /. • 1 , --___.,„ __,....„._ AV •- ,!=,,.......=-__. --.-1 --x--,-- — .,, / W ; , • V' - _____ _ _ „/ 4 -, i w ' cOftpoure OR. N.; I ,- - -Azt, . ., .-=•- 1 §i• •— * p. a. . 0 _ . - •! . ! p - oz• I• .77, ---- CORPORATE DR. 9i! ---; . . , . •-__ ..,..._ „....... 1 i I : G. 1 1'•••J 't \ I-------"--:71 II / --t-ri :-.---2;,. Fk___421...„. Oft IrrA.,Li 7-41 1!1-1--- i 14-41 ‘ .i- r..- _____, . ..., I SAXON Os .'? -----1-'L__i __..1 1 11 ..., -p5alAtilki1)-28±61.-- .-- PRELIMINARY ri /-1--' 111, 9 v ' All CITY or TUKWILA COO SIDEWALJC and Twee IMPROVEMNT PROACCT -- p.m Imumr Fil 41111111111011111111111111MMTIMMMATIMMISWOMI•PAIIIKINUILD111110. Niessoi pot SAS lloallbe. IF 96161 :‘4. -, 70 PM UM . cil-rbr— Avito, ...m....= SOUTH 180TH STREET STA. 705.00 TO 710.00 — dm, _,....,.. • MILER . ..... roti. ......�• 23.i... SECTIONS 23. 25 AND 26. T. 23 N.. R. 4 E_ W.M. EXISTING TREE TO REMAIN TYPICAL AZ.PM. •1G. _ ,.:+i ('K I `33.7 II 1 1 2•.: EXISTIN--SIDEWALK --._•.� .^-CNC. CURB —r -I "- --- tiSPH- /tG' ' f/.�f• fl 1 0 0! 4 0 LIGHT • \ r _ _ : R^F.1 I11 _a.7 d 25 a 7._._.. • Z7 3 23.5 LEGEND 24.3 23. I• ! 7 QUERCUS RUBRA, RED OAK 67 JUNIPERUS 'OLD GOLD' JUNIPPR— • .a ..n t ..ilipp, am_ .7.0.4-.4:1Er1/4„.../.iticti.........*-,o.n-2,11.atiew. '19.1' ..,--2.2.2-4.....22-elisr:',..71.1::Lla.te‘dC.:-.` ....„;.\12-1-2 ' Ji I 4:34,41 - 23 21 I 23. al 1 22.8' CONC. 'NATER' VAULT j w; (2) 1R '15. POSTS W V. •#; - 4 arms. ���rry EQUAL SPACING BETWEEN EXISTING — —= �.._� TREE AND DIMENSIONED TREE 23.3 _ i_- 2..7 i 25 2.1 • 21 1 NOTES. ?SPH 23 2 :SPH. TRAP, SK;rL i .E 1 N J 22 2 2:.2 23.3 EXISTING TREE TO REMAIN QUERCUS RUBRA/RED OAK 8 JUNIPERUS 'OLD GOLD'/OLD GOLD JUNIPER 1. STREET TREE SPACING IS 55'-0. 0.C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BETWEEN DIMENSIONED AND EXISTING TREES. TYPICAL 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SEE SHEET L31. 4. VERII"Y VARIETY OP JUNIPER BEFORE PLANTING. NEW JUNIPER TO MATCH EXISTING JUNIPER. 5. ALL BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 0TH AVE. SOUTH .BLDG. Al FEDERAL WAY. WASHINGTON 98003 206-661-0075 .5.2 "7' �— 5r 20 •0 1= U 0< 22.a 71, 0 PRELIMINARY az 40 60 SCALL IN reer • f.T,1 4Pentaieeddp, am a m. ..11. 2021 Mawr East SeatUe. IN tan 0 96102 rQ00�. l�••1 a-_ CITY OF TUKWILA CBD SIDEWALK and TREE' IMPROVEMENT PROJECT L1 u � o r ak U t- WQ Q m s Dp_ NW - SOUTH 180TH STREET STA. 705.00 TO 710.00 { t !� no dote revisions DATC1/M _ �" ""` new.. :2. NEW SIDEWALK N.e. 1/4 5. 35. T. 23 N.. R. 4 e.. W.M. 10 QUERCUS RUBRA 3 C.S. RED OAK •_• ..' 1. •�/ `:11 8 PYRUS CALLCRYANA 'BRADFORD' BRADFORD PEAR ,MATCH LID'tZ3• A. 201+00 SEE / I ^ ASPH. SHEET L17 !Pt.! IF; i A %M.._. _. �� A!1�ss� — 1 �—.”<" 44•11-11 11itarlik (JC. ±±2243 ARMISMISEANWP. LA 0 EQUAL SPACING BETWEEN — — O : '— — -- - —' — —yr .-_; DIME_ SIONED TREES. TYPICAL e^ Asa -'-aj ----_ :.-.-T - — 7. F-• _-- — — --- — — ___ _ ~II ILT' 7 G TriT. W r.39 SPM. ;t0. O 5.0./A.H1 1'r:a • EXISTING TREE W � - — :�5 r =__--- ',. t.... C . . ..........,..,,...„_....,.................., .. , ... ...... • .. 0, • • ow+ Its.,: -.7.•,.. ___,,.........................e.1: • "...-.- --" .iri V::'....; ..... ...t ..".. : ' . : I. 1— M • 5 LEGEND NOTES, -Is — • f'0 P{::ANTING S,�E oeTjAILS 1 & 2 1' :,} (f) t-IEE.,24 SIMILAR 4 31 CISTUS HYBRIDUS • ROCKR05E,; I` 0 r w 3 i^-,\ 1 0 ) EXISTING TREE TO BE REMOVED \...." QUERCUS RUBRA/RED OAK PYRUS CALLERYANA 'BRADFORD'/BRADFORD PEAR CISTUS HYBRIDUS/ROCKROSC 1. STREET TREE SPACING IS 35'-0' O.C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL 3. , PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SEE SHEET L31. 4. *VERIFY ALL NODE PALNTING BEFORE INSTALLING. 5. 'ALL BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 9TH AVE. SOUTH BLDG. Al FEDERAL WAY. WASHINGTON 88003 206-681-0075 212, TO BE REMOVED TYPICAL. PRELIMINARY B=3 N 20 0 20 40 SCALE D4 rear " OM T' 9.t ,a '' 8102 SatW. meh21 in MinerI eat '+. �` �..' (,w„ �-'�q r CITY Or TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT `L'2 "�' "" � �;�'`OL-�� D[pb "�" kw Woods d IM WM `' TwQi�wA .. SOUTH 180TH STREET SIDEWALK IMPROVeMeNT PLAN CTA 71 r1. n n T n c.-7- A 74 c.. n n *CAL e b !! r„4 � — n. .-, 22.: .SPH. Z3.5 22.2 eXIST1PI0 TREE TO bC 'REMOVED TYPICAL — .Ari C. CURE 3SPH .'2.9 222.J ;:•!' ;T' F.2 : SECTIONS ' 23. 25 AND 26. T. 23 N.. R. 4 E.. W.M. 12 QUERCUS RUBRA RED OAK _ y_ 23.3 23.. Z3 2 •:O21C. NEW SIDEWALK ATZMNA saL LLI iv/ o O _• rztywl ,;._._4:i.:1::1:____4 — ...:87.2,:: ,,:,.....,i. y \ L. i HT �f�fYi \•�\ '.�e=�� ',,�" DIMdi ENS NEDCTREES.—TYPICAL', iiL3-v I /, 25'3 / / Ft. . .'.',�. 0 CONC. CURS —' 4 A PH- ,RD. ZSFAS G P'R01vf DIMENSIONEQ_:TREE---'=-71- 2 N • (XHC.CURB ..✓ h UT'crs 7 :Say. RAILROAD _ R.0 W. / a Z' • J — • / C3._ 'a'+ED F3GK'i+r .J. t14 Q ; M ----- 15.2 2,.2 0 • LEGEND 1 O /EXISTING TREE TO BE REMOVED QUERCUS RUBRA/RED OAK NOTES. 1. • STREET TREE SPACING IS 35'-0' O.C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SEE SHEET L31. 4. NO PLANTING IN RAILROAD R.O.W. 5. ALL BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 9TH AVE SOUTH BLDG. Al PEDERAL WAY. WASHINGTON 08003 206-681-0075 PRELIMINARY 20 . 40 20 oca.t.e peer r' r7 .31 r .�r� o. VI9IDCWALK 2021 Muer C.st 1�;i -�.,; t.Mfn 4010Y r. '20"'"°`' CITY OF 'TUKWILA CBO and TRG'C IMPROVEMENT PROJL'CT IL4(3)),• OAT! ons ♦'T- rnhoiM1. 1 VPOQ Dfpc6 �� 1,11 .mow. ..:. �/.W� u.,� /+Y N�n.rt�Sr.l+lr. ` �� $—WA SOUTH 180TH STREET STA. 715400 TO 720.00 rpt 11.1 MI no no doff revisions EXISTING TREE TO BC REMOVE TYPICAL 73.3 8 QUERCUS RUBRA RED OAK SECTICN8 23, 25 AND 26, T, 23 N, R 4 E„ UM. LI ^ 4 #,2454, SEE SHEET -LIS 4�=CISTUS HYDRIOUS— — r a'•rn ,.t-. _..... —. --' ROCKROSE . • sh 10 PRUNUS YEDOENSIS YOSHINO FLOWERING CHERRY 22.6 '- 1 t • EXISTING TREE TO REMAIN j TYPICAL•- ---•-•-,•-.- i I :.I '1 ill CONC. :2JR9— &Ui.JE5 NEW SIDEWALK +3rH '3.9 24P H. i.'(1=��• NODE PLANTING - SEE DETAILS'1 & 2 SHCCT L2 -&SIMILAR yss — _ - - -- --- U.O. LJ LEGEND NOTES. /�-1\ EXISTING TREE TO REMAIN /EXISTING TREE TO 5E REMOVED QUERCUS RUBRA/RED OAK PRUNUS YEDOENSIS/YOSHINO FLOWERING CHERRY 0 CISTUS HYBRIDUS/ROCKROSE 1. STREET TREE SPACING IS 35'-0' O.C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SEE SHEET L31. 4.. VERIFY LOCATIONS OF NODE PLANTING BEFORE INSTALLING. 5. ALL BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 9TH AVE. SOUTH BLDG. Al FEDERAL WAY. WASHINGTON 98003 208-661-0075 PJ'ItLJMINARY[= N 20 0 70 40 M ilICKi P4 MIT _� rn �1n'`1Q IWCQ � Dp4o j7 f J a„ CITY OP TUKWILA CBD L4 �R r ' 3IDeWALK AND TREE IMPROVEMENT PROJECT O�wA r ".)© 1/ 9�[a l�w.rt !�. '.. ,d zort sun•. 6si +..i, ��� �� e•.w., ..gym aesox -3T_ �:': , SOUTH 180TH STREET SIDEWALK `��� (wogs -CT �-�--^, IMPROVEMENT PLAN • •� a m 7#)('(( Tr) STH 7 n G n n !c!l-s_ a: . 5. LEGEND — N 2. .) SECTIONS 23, 25 AND 26. T. 23 N.. R. 4 E.. W.M. . . NEW SIDEWALK • • �f252 • . • Co •-•,..„ 411011111- • *4? • z. 4, •A. • \ , ' 4 QUERCUS RUBRA sPA3:RED OAK ; - •••••• - • ••• •••• DEC.. I • W V. 0 • 1. • , • / • • e•- • / r••5,,S :•-• ' -- : • ": : ,,,,.•-•, ‘ ,, ,, ,..., s . , \ •_,...,Nij :2‘..sa :,,,,..: :`, . . s .:‘,.. , ... , . , s, . ,, ',Z.:ZS, •:: 3 ,.• Z‘. \ \‘\'''''''.. .\:.‘ .\ ' ' , ,..... •,, \ 4,;,-- --'7::-..' ‘: ' ZZ.'"...'•; .t.t. ! X ,•• \ \ .\ . '••••.. . . ,, Ns., \ ' • , ' .... f's•::::'.*:,,..Z.::.,,,...:.*::,.....\.:` x: \ , :"‘"-•'!,`..... 7- ,.. • - ,, N. .,:' • *.•;.';,''.\ \ \\ \•,••• s'••••:'.".. -- N EXISTING TREE TO Be REMOVED TYPICAL ili i 1:1(2 i 7...:- EXISTING TREE --TO REMAIN TYPICAL .," •,,, 4, • •:-..' Za - ,....... ..... •iit N 200 40 Kt SCALE IN 'Err EXISTING SIDEWALK NOTES. •'• • • \ • • ••z•• \ • Sk • ,‘ • ., • (•.cf,S'-• •••• 0 %EXISTING TREE TO DE REMOVD 4. NO PLANTING IN RAILROAD R.O.W. 5. PLANT TREES PER DETAIL UNLESS OTHERwISE NOTED. SEE:•:.SNEET•L;31,..7.", • `••• 2. EQUAL SPACING BETWEEN DIMENSIONED TREES: -FM,. IL " sTReer TREE SPACING Is 35.-0. O.C. upLeSi'•:67;41„175:;,..-1/41°,7 N 5. ALL BASE INFORMATION PROVIDED BY GARaTR CDNSULTAN't:•INC. .'s 34004 OTH AVE. SOUTH BLDG. Al - FEDERAL WAY. WASHINGTON 98003 208-881--V75 EXISTING TREE TO REMAIN QUERCUS RUBRA/RED OAK '• \ 17.• - - - - 25 Z. 0 • 0. ,4 7 _ re) ..Ce. ---------.. P'"' -.7..--,7-_-.-,....=-7-77-...-77-----11-.. ---7_.---1.----,---,,-----------.7—.,,-=..-,-.--j---74 ..-:-..- ---- -- ur -.- -:--,-- Lai 25 7— s ("" s, •;.:4:*ASS •.... ....... ••• 25 . • 27..5 G RA S S tELI z :71 • , 0 1< • INAR y pJz r--•• I1 ow VII .... Wm ZUJI A. • - 2021 Moor East Sem111, IN /etc. 9/1102 . cire OP TUKWILA CBD • SIDEWALK !rid TREE IMPROVEMENT PROJECT 1 L750 ' - uCQ WIQC:griQJ DR-.)...... itilAAIL Ares se 3/411 ).. AMINICIMPIRIMINO-11111t11111T11--WATIONI-1111WIMR-PARIKO-11UNLDSIWO- Var ,.... .••'' ,, ,, • SOUTH 180TH STREET STA 725.00 TO 730.00 . etIPINFI MO ftee7 (F.) y...................77.. Pol di' 14 bit no no dote revns • w MIA Mae., 146.8 L., (Th S• TA. 35+76.16 (LT.) INSTALL CEMENT CONCRETE 310EtVALK RAMP (F') S• TA. 35+51.74 (LT.) !,\IsTALL C'EMENT CONCRETE SIDEWALK RAMP .EPTC11..• LH 3TSS - - ; PIPEUNE - 3,- TEST/STA. INSIST - \ OREM/4ER POST ',V' • . • U. . 12 r U.T-.(10) TEL • • 14.L. • ' •• 1 \ \ N.e. 1/4 S. 26. T. 2.? N.. R. 4 e.. W.M. (9) STA. 36+47.36 (25.55' PT )TO • 5T4. 35+84.25 (25'34 RT CEMENT CONCRETE'CURB AND GUTTER (•7)) ST4. 36+84.01 (Pr.) INSTALL CEMENT CONCRETE • • • • ' SIDEWALK RAMP EXISTING TREE TO. REMAIN TYPICAL • '' f--1'.• !:-.". •:,-.: li - - • . .• , ..,.:.":• •:.!,:.: - ...• . .!). - --- AMillik 411.11-- h"4111111 -4011-11 __ .:-..! ' • i',..) •i• - , OIMPONAMM ../ -ex WARNING:, HIGH PRESSURE PETROLEUM PIPELINE LOCATION TO BE DETERMINED, BEFORE ANY CONSrRucrioN 3Y CALLING OLYMPIC PIPELINE COMPANY. CALL (206) 235-7741 ro COORDINATE MARKER LOCATION. EXTSTING SIDEWALK 1141 S.S. MM. •...11-ii.!Tr • ; Lu. EXISTING SIDEWALK IU ni w .-• er SS 2 , _.,,,, • 0.P.L ----1 - -- -L/- ...°r• • , 25% --Cr " '': 2.5' WWER,f1:iiii-15f.7 0. • i.?11 ji51.10: .:*--- :- L. '!"-• ._. 70.;'p., - E Q. de-..„ dr ' _ . ,•C TU.' -- de . ..,.i, - - Cid alift: V.-4101%' Terffight:. . - 44iSi. . . . . . kkraZi I illiEt Eir- e 1 lit kit tl id :1. . . 1?. 7 • i!.. --r-r RED MAPLE EXISTING TR r7-77 1 E ,,:111 A -0Z-2-3 N.EWT SIDEWALK wLOODUCHPi '8 Acett.:RUBRUM 'OCTOBER GLORY' 3 I 3 • 11 STA. 35+81.3 (26.9' Rr) RELOCATE PIPELINE MARKER11 POST TO .33' RT. STA. 36+30.9 (26.6' 9r.) lj \ . RELOCATE PIPELINEMAiRKERIf . !PIA++ l'F.R POST ro 33'Rr.i rr st, LEGEND m BETWEEN DIMENSIONED' •-• - • 11•8 TO REMAIN TYPICAL •;• L it (,--!•.----.... -- , i ,. : ..."- • ...': ...: _ •••••.. : • • .4. ,t 11••.- , .-... I r • NOTES. EXISTING TREE TO REMAIN O 'EXISTING TREE TO Be REMOVED ACR RUBRUM 'OCTOBER GLORY/RD MAPLE 1 STREET TREE SPACING IS 25.-0' 0C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BETWEEN DIMENSIONED TRees, TYPICAL 3. PLANT TRS PER DETAIL UNLESS OTHERWISE NOTED. SEE SHEET L31. 4. NO PLANTING IN RAILROAD R.O.W. 5. ALL BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 9TH AVE. SOUTH BLDG. Al FEDERAL WAY. WASHINGTON g8003 206-681-0075 EXISTING TREE TO REMAIN TYPICAL PRELIMINARY 20 0 N • 10 40 110 ISGALZ IN rem'. WI I" OW* -C1Tip) ( SU,' ...CIA --• ... Parry MA _ - -41.1 Powbuwwdp, P.& !!!!,- ' CITY OP TUKWILA CbD SIDEWALK AND TREE IMPROVEMENT PROJECT L • Mihir16111Q r4V[Rl DQ40 - APIIIN WM 04.14* LIM woo Ng) 011021101111111R1100-1111TRIMITO-1111A TIER-SUIMMII-P ARK -11.01.11111.0111110- vo tz, narolml PP WWI s.• 202i mi.., L...i , ' .S. 4 ._ 1....d".. ,. ..... , . . .. . ( 206) MUM) 'ir tf . STRANDER BOULEVARD ROADWAY WIDENING PLAN c,TA •a,c.nr) Tr) MI) 03 .. .. ._ c. r N.E. 1/4 S. 28. AND N.W. 1/4 S. 25. T. 25 N.. R. 4 E.. W.M. EXISTING TREE TO BE REMOVED ..-t • • i 1 ' MATCH LINE STjA. 3524.00. SEE,-SIIET : 1-1 •-• 9 7 tO .. . , , • :4 • 1 _ rt TYPICAL 1 . . • i L20 • PRUNUS YEDOENSIS- _ -YOSHIND'i:FLOWERING CHERRY .s. 27_3 TO_EtMAN YPIr • _ .__..._ EXISTING SIDEWALK 1 1-- Z 0 'OAU7 :4-277::-7'• ouTDOOR gicHT - - .... 2 •-f EXISTING rime TO REMAIN TYPICAL !.,21111070S NatIE PLANTING! -8-EE--DETAILS 1 & 2 SHEET 1M1AR - • U.P.4 1 2) . ... U.T.(.3) - • • .• • - - MATCH LINe. STA. • 1 • .77.7 .... _ 8"Ss • T•4 25 25'-0. '-0. • .18111t,. .aterag.'11111 _dome. ..21.116k pera.PFAMEWFAITIMEMITLIMbt ...... . WARNING HIGH PRESSURE PETROLEUM PIPELINE LOCATION TO BE DETERMINED BEFORE ANY CONSTRUCTION LUNG PIPELINE COMPAN CALL (206) 235-7741 TO COORCIINATF MARKER LOCATION. 76 CISTUS HYBRIDUS ROCKROSE LEGEND 4e.e ,!SHEET Llg NEW SIDEWALK ELEC. MH • ; ,r) ••:.• • •••••-gEw SIDEWALK coric. • re o - - :5, : _ • 1.•.1 11:11C; 01 • B.:`-atiiIPELy4E• moAtom Post -s U. SEWER M.H. REDi MAPLE: : : i I -2 ..52 1 • r . e •ACER ROBRUM 'IOCTOBEIT GLORY' NOTES. VAULTS PO ON CONC. SIAS) .... TEL. LI:11. • -'(ABove-cRour+o-- - S I '1 • • i EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED PRUNUS YEDOENSIS/YOSHINO FLOWERING CHERRY CISTUS HYBRIDUS/ROCKRO8E ACER RUBRUM 'OCTOBER GLORY/RED MAPLE 1. STREET TREE SPACING IS 25* -0* 0.C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BETWEEN DIMENSIONED rRees. TYPICAL 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SEE SHEET L31. 4. NO PLANTING IN RAILROAD R.O.W. 5. VERIFY NODE PLANTING BEFORE INSTALLING. 6. ALL BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 OTH AVE. SOUTH BLOG.A1 FEDERAL WAY. WASHINGTON 98003 206-661-0075 PRELIMINARY g; N 20 0 10 40 GO GOALIE D4 reel' "(>11.4•Z%-. op „. in ink in 6 " P IWQRRI3 fillED;:ta 4 ';) ....... ,...........7.7. f i -; Pr :, 1 ,..,.,,',41e..,- 4P- - - CITY OF' TUKWILA CBD SIDEWALK ANDTREE IMPROVEMENT PROJECT 1 •••""" Wel" W" aroma WE WM (71— ). .41:1001110111211t11104110411TRIINTIG.WAT111*.4111111ThPABUICS.41UILDIGIO-. /*erre tisi WM 1..,„ STRANDER BOULEVARD ROADWAY WiDCNING PLAN • 41.• V. ._...9 ....r r^l dr .. f ta STA. 40.00 TO STA. 454)0 nni we no .. nu proono ' -I odate revisions ATE SAN W • EXISTING TREE TO REMAIN TYPICAL SICr; ?'.r N.W. 1/4 S. 25. T. 23 N.J R. 4 E.. W.M. 1. NEW SIDEWALK -;TYPICAL • 4-‘7641N,...41 - ;3 - Ikea ts Gr T �," tlaitikx "t __— _--- e'ss_ 115'-0'15'-O'� EQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL Q �/^1 1--. = c :aa y � - 2s=aCPAC2Nt� ".REMAo` INIiJG:' eI. 3 TREES �T1-4 5'-0' 24- r. .:• +,n \ K� s PETROCEUU PIPQINB DARKER POST ST Itiki ME a 147 WMPF r• NIzW IDEWALK" 21 ACER RUBR‘UM. 'OCTOBER GLOrRY' RED MAPLE t, a EXISTING TREE TO BE REMOVED TYPICAL LEGEND q-' NOTES. .(8) U.T-(z) ---i ^ST. • l_hp4+ :i3',. ••C •••• EXISTING EXISTING TREE TO REMAIN 0 ) EXISTING TREE TO BE REMOVED \ / ACCR RUBRUM 'OCTOBER GLORY'/RCD MAPLE 1. STREET TREE SPACING I5 25'-0' O.C. UNLESS OTHERWISE NOTED. 2.' EQUAL SPACING BETWEEN DIMENSIONED TREES, TYPICAL 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SEE SHEET L31. 4. ALL'. BASE INFORMATION PROVIDED 57 GARDNER CONSULTANTS. INC. 34004 0TH AVE. SOUTH BLDG. Al FEDERAL WAY. WASHINGTON 08003 206-661-0075 WARNING: HIGH PRESSURE PETROLEUM PIP£L:,1E LOCATION TO BE DETERMINED BEFORE 4NY CONSTRUCTION BY CALLING OLYMPIC PIPELINE COMPANY 4T (206) 235-774 I PRELJMJNARY 10 0 10 40 00 •CAI.e IN !MET C r s 0 rL E= n��� u�'` I l'�►'l�L�-�� E E E J r ,., rwc'4 ®� J ' �"t JE` J CITY OF TUKWILA CbD SIDEWALK AND TRUE IMPROVEMENT PROJECT ra..... ...,,,.. tyr. 70J -�.d1fVlr■RlIV4-OTfRIdI�Ts-UJdTL�Int-C�IIJ�R-}�ofKO-OUILDR1Ci- 2021 Woo. E.e, s 3eet.la. �eaAia l 9D102 ,�„,�°;' ' �..ta �, , STRANDER BOULMVARD ROADWAY WIDBNING PLAN STA. 45.00 TO - 68TH' AVE. S. p:I'm _. r -- •J L— i': • • — • ; • - • • ----- kr CI - - „ e ../ .:,•''.••• 1 • . );,,c,•E "- 24. 7 N.E. 1/4 S. 28. T. 23 N.. R. 4 E.. W.M. c.cr ”AP.1,4::: LuMi • / PCLE 25.2 23 ACER RUBRUM 'OCTOBER GLORY' ••• 1 I c.a. lmi4 ___RED MAP. • ! ! • 4t7 4 5 EXISTING TYPICAL •• :5 7 2.. TREE TO BE REMOVE •• 24,7 1, : CrOsIC .;;;PEI • ,-7.,.;1-+;..;11 ASPH, 4D: . • N4dibe PLANTINt SHEET L:.24 SIMI AR • : • • - • ,p, - rj -• • 't 11— ---------- U.131) • • 24.5 IM N 10 RO - Z.1 • • - dr - wow - s. 0430-0- - : , • I ! • ; • . .• t . • • 7; • ; z .• • 25.1 •-• ST. 77-3 1 *I ; • POLE - • — - -;•-• ; , ; ! Z'2 EQUAL SPACING BETWEEN typ. WALK — 5.- 12 PYRUS CALLERYANA 'BRADFORD' .• BRADFORD PEAR,. ; • 20 CISTUS HYBR/DUS • • ROCKROSE LEGEND NOTES. 24.2 EXISTING TREE TO RErlIAIN TYPICAL A EXISTING TREE TO BE Remover) EXISTING TREE TO REMAIN ACER RUBRUM 'OCTOBER GLORY7RED MAPLE PYRUS CALLERYANA 15RADFORDVBRADFORD PEAR CISTUS HYBRIDUS/ROCKROSE 1. STREET TREE SPACING IS 25.-0O.C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SEE SHEET L24. 4. VERIFY NODE PLANTING BEFORE INSTALLING. 5. NO PLANTING IN RAILROAD R.O.W. O. ALL BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 gTH AVE. SOUTH BLDG. Al FEDERAL WAY. WASHINGTON 98003 206-661-0075 24 5 gm, 0 tu NEW SIDEWALK 0 4.7 0 NO P6AN-TING ‘-',RAILROAD R.O.W. :23'427 7 041' —M111.11 7.4 I 'LIG dee)- -'• • - ' : •,az, –I • Z' - • 23.a 1"— ti) - • 7,5 5 20 0 ; I • • ; I *. :34,3• • • • • • . PRELIMINARY 40 00 SCALE114reer 0 .., .... if a4. ef ' a ;41.. POrblargWelhaTX CITY Or TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT 1:"ROJECT I.;) 70 '`',40,..3rEk,tit IniniiiM6TO 1411.1[-rg-R MIMED ortipois triN SAM dPosii la! WIN .411001SOZPOR11-STIMUNTIP-WATUR-SWEPII-PARKS-110U10-1001410. '• \to ,kt, . ... ., -..... . whadlued SW WOO .1, ,Mill 2021 1,11or r.... ,..Z •;,....--..'. 5e" LI, 0,....../.111,2 len 20102 . .11i, . ..?' - BAKER BOULEVARD SIDEWALK IMPRO:VEMENT PLAN STA. 500400 TO STA. 50400 MI a, (200) =21107 tn.; '''''. Tr 3.41141 .. nd bit ow, ........... no date riKel alone --- . • . ' •-• ___ . . •......'•1; •.• ....•?! .N.I.,...____ • ' q .-4" ,, '•.- .17, r ir:. •., 3 ;., : • " _.--,------ 7 '--- --- .T..----_---- ••. 25 2.------_,-,-. r• --.‘1.--"' s .. .1.4' P• ' ^ -, '1.-.... 1 ,:•.1 25.4 61 'i , 7- 4% -1 IU - 14110411111111 APE -2S --WWARMILWar." 111 ca. ! L ...!... w ',Li...Li, 6" Ti" 0 -- -----._ Li __.------ 11.1 Ul - 1-5L_ _ NE. 1/4 5. 26, T. 23 N, Pk 4 E., UIP1. 0' -EQUAL -F -QUA • — 9 • Za.5 JTFR' 77F,; - ,Top. cuPB - , --- _ tu - 111 11111W1111,4111 WAINIMMIWpo %WIWI Nigrs FP. difiiiiiinKM I BIWA . _ SPH. :2. 7 ASPH. 25'-0' NEW SIDEWALK. SEE CIViL—GRAWINGS-_____. w LLI 9 EQ7- LEGEND ,}•,1LL :1 U.T, U P. EXISTINGRt. t...-11 TO Be TYPICAL , •-••-• . - 25.-0' 0.C: SPACING -FROM -- DIMEN$IONED TREE ZT•i aplitaniummilitarairitarizaiwar REMOVED • NOTES. . •: EXISTING TREE. TO REMAIN TYPICAL •-•", EXISTING TREE TO REMAIN 0 1EXISTING TREE TO BE REMOVED ACER RUBRUM 'OCTOBER GLORT/ReD MAPLE 1. 2. 3. 4. STREET TREE SPACING IS 25.0" O.C. UNLESS OTHERWISE NOTED. EQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SEE SHEET L31. ALL. BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 OTH Ave. SOUTH BLDG. Al FEDERAL WAY. WASHINGTON g8003 200-081-0075 • 23.:r : • t •,„Pr -1? 21• ACER RUBRUM 'OCTOBER GLORY' ; E RED MAPLE i •1 20 cj PRELIMINARY N • 30 40 8C44.II 14 PRET 11 ECA3C--:1R63 w w M1POP dosompod RAO abon. Imam/ SO *WO Sur noon. won. M2I Minor Scottie. for*to too 96102 IWO." (E06) -OM? CITY Or TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT BAKER BOULEVARD SIDEWALK IMPROVEMENT PLAN enk 1 110 D • ••. N.E. V4 5. 26, T. 23 H R. 4 E., W.M. •73 • • • • 3 . . : 3 ' •'?••-• 31-1-•••-, ACER RUBRUM 'OCTOBER GLORY' RED MAPLE • • •DEC. EXISTING TREE TO'ReMAIN TYPICAL _,.-i. 4 ! .. .:spHt : ! • .:., ./ ,..; . : : - ! • ei fl • ---. . .. :,:04..... LI/P.8 ---3' •' --3' ••••••._••' i 13 • . 1 • NEW SIDWALks... * ' ... j- • r•-•,, -, .3-. TYPICAL'," ::-.•••spki: • . ErrXpISIcTING TREE T9 BE- gEMPVeb;.' ••• • -I -;11:,,i . • : • : AL 1,JL.J i _ r • r-g..1E--str I f 3 eivriarA44°P- V.WALISWAL 1 ''_774111Milk liters'ojori •-•-•-5'26- 0.C. SPACING Els-e-TWEVN qieNSFO-Ner i tic CS. - - • -_ - - - - , • • • PI ____________ ______________ _ • C.f) Zs! I ; , i :,-.:E.,±7.•-j,s.,- : 1, : --I i 0 I' }------• •.:*-:1 I i-••••,•-•• I I I LCGCND NOTeS. • 20.8 3. fd 3.3 .3! ^ • - . • • • EXISTING TREE TO REMAIN "."---••• / / ‘ 1 0 I EXISTING TREE TO BE REMOVED 1 / \ • 1 \ , ..._...- ACCR RUBRUM 'OCTOBER GLORY7ReD MAPLe 1. STREET TREE SPACING IS 25'-0O.C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. See SHEET L31. 4. ALL BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 OTH AVE. SOUTH BLDG. Al FEDERAL WAY. WASHINGTON 98005 206-061-0075 0 PRELIMINARY R. N 30 0 30 40 60 Wait 61 Pelt r-- rl . ... .. r`. i=sTio) 411 ;AI 0 meow :. -1''‘ .41 Piarendrialitarr , Nc 202 / Ili *or 84•1. ......V. ..,,Ii '', 5 re We. 8a ale too OS i 02 ; - --- . CITY OF TUKWILA CSC, i eIDEWAUC ancl TREE IMPROYEMENT PRCOECT L I I \ 484644 pa am -`%Mien ug WPORR MME:=1 apas lay sni 10 . .. I, mi F7.1 -111011410111WINC...ThiletTill-WATIM-4111111111011-PAIRICII.URJILOOPPO- .. .• . Se WS •••••••• BAKER BOULEVARD SIDEWALK IMPROVEMENT PLAN STA. 510400 TO STA. 514400 ' 1111111-111117 144/ it- 1204) 4847 I Fax) -1 room' AS •••••••••• 10•1 I* we no oat novi•ione DNB Ye LEGEND 0 0 1 Ne ks 0 Ft Z ? J S c EXISTING SIDEWALK Ma SECTIONS 23. 25 AND 26. T. 23 N.. R. 4 E.. W.M. EXISTING TREE TO REMAIN TICAL 8 QUERCUS RUBRA RCD OAK 8'-0'. TYPICAL EXISTING TREE TO REMAIN QUERCUS RUBRA/RED OAK TYPICAL :SC L.THCEvT r of I NOTES: EXISTING SIDEWALK i ,SPH. 1. STREET TREE SPACING IS 35'-O' O.C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL 3. PLANT TREES PER DETAIL UNLESS OTHERWISE. NOTED. SEE SHEET L31. 4. ALL BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 DTH AVE. SOUTH BLDG. Al FEDERAL WAY. WASHINGTON 08003 206-661-0075 4 N 20 0 20 40 00 SCALL IN recT PRELIMINARY C �f L_F r_ , 10 v P' Me. .,. CITY OF TUKWILA CBD SIDEWALK and TREE' IMPROVEMENT PROJECT ['L12'j ■1..ln� ow Mi wet in.., GN�i:.�� , f TtR>QTs-tiIw 70) TUKWILA PARKWAY STA. 418.00 TO 423.00 -'e0" ,Ih.) ' '- t C �f L_F r_ , 10 v i SECTIONS 23. 25 AND 26. T. 23 N.. R. 4 E.. W.M. Crt.4SS IHFFIV SICNNAL • . 5sp-. F.D. .%.> tri;:"C.1 44L ... 25.5 -25•C: 15.-0' f i 2-i.5 .5.3 q :5.ht 15 .o EQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL - --- • --- -� 0. v?H, F. 5 _t+R+285 1 i S ii li� EXISTING TREE TO REMAIN NOTEi C NTER TREES TYPICAL 161 QUERCUS RUBRA RED OAK LEGEND NOTES. TYPICAL EXISTING TREE TO REMAIN C /EXISTING TREE TO BE REMOVED QUERCUS RUBRA/RED OAK 1. STREET TREE SPACING IS 35'-O' O.C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SEE SHEET L24. 4. ALL BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 DTH AVE. SOUTH SLOG. Al FEDERAL WAY. WASHINGTON 08003 206-661-0075 EXISTING TREE TO BC REMOVED TYPICAL BETW EN .SIDE.VVALK'-SNISF5CUREi.; �- MATCH LI 0 PRELIMINARY ti" c2T 10 0 20 .. 40 scALC DI ',err • �©© CITY OP TUKWILA CBD '�• rip�, SIDWALK end TREE IMPROVEMNT PROJCT ,0 IL m= TUKWILA PARKWAY STA• 423.003 TO 428+00 TIM MIX `�°" (20e) M76917 no dote revleion• __ _ • Al1�_ �•• � MATCH LINE STA. 428+00 SEE SHEET L13 LEGEND SECTIONS 23. 25. AND 26. T. 23 N.. R. 4 E.. W.M. ARCTOSFA FiYC03=WA-uRS L' ' : ^r"�_�� K.JNNIK3IVNFCK=_:-4s: PQ'S=t .la" p:C. 20 QUCRCUS RUBRA RED OAK ._H.a:ILtldl: F9Y'. .y1; GAS 771 VERIFY --BUS LAYOUT W/LAND. ARCH. TYPICAL 4=1,-‘1-5.---0:4;,420 '-O' 3 a EQUAL SPACING, BETWEEN DIMENSIONED TREES. TYPICAL EQUAL SPACING BETWEEN 15' -Or -DIMENSIONED TREES. TYPICAL 8Pw )5' -OP; a•W NODE PLANTING See DETAILS 1 & 2 SHEET L -Z4 SIMILAR a'a W EQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL 433+00 SEE ' °93 LLO.P 41 CENTER TREE''BETWEEN'-' SIDEWALK ANS CURD TNI x:: PH. lj EXISTING TREE TO REMAIN TYPICAL NOTES. L.' ry • 25 3 EXISTING TREE TO BE REMOVED tt. TYPICAL "��x-`�= 24 PYRUS CALLERYANA 'BRADFORD' BRADFORD PeAR - 65 CISTUS HYBRIDUS ROCKROSE t EXISTING TREE TO REMAIN /EXISTING TREE TO BC REMOVED QUERCUS RUBRA/RED OAK PYRUS CALLERYANA 'BRADFORD'/BRADFORD PEAR CISTUS HYBRIDUS/ROCKROSE ARCTOSTAPHYLOS UVA-URSI/KINNIKINNICK 1. STREET TREE SPACING IS 35'-0' O.C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BCTWeeN DIMENSIONED TREES. TYPICAL 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SEE SHEET L24. 4. VERIFY ALL NODE PLANTING BEFORE INSTALLING 5. ALL BASE INFORMATION PROVIDED 8Y GARDNER CONSULTANTS. INC. 34004 GTH AVE. SOUTH BLDG. Al FEDERAL WAY. WASHINGTON CI8003 206-661-0075 NOTE: TReeS ON SOUTH sioe OP TUKWILA PKWY. ARE APPROXIMATELY 4' BEYOND SIDEWALK EDGE DUE TO UTILITY LOCATIONS ON PLAN (INSTEAD OP AS DETAIL SHOWS) PRELIMINARY2O 4 N 20 40 00 0CALe IN MCT QI J LJ n� C �' ii. CENTRAL DISTRICT A i+ `e C-? QG�G� DG�� ©Mgriir9 ant STREETPLANS SIDEWALK L 1 DI IMPROVEMENTS ANDgSTREET C.-4''TUKWLA • . �.•� oma. "� 12041 °0° TUKWILA PARKWAY STA. 428.00 TO 433.00 M M QI J LJ n� C • 24 QUERCUS RUDRA RED OAK 31 7 -2 SECTIONS 23. 25 AND 26. T. 23 N.. R. 4. E.. W.M. • u_hfRIER 433*OO SEE SHEET 2.3.8 22.7 LIGHT 23.2 :S 23.5 :_..;:°a W TFRR 'OST ST. LIGHT r •_ I Z fA 2•.7 _3.d EQUAL SPACING :BETWEENI -iDIMENSIONED TREES. TYPICAL . a I5.-0" 20'-0" EQUAL SPACING B TWE*N DIMENSIONED TREES/ TYP CAL.;. EQj.1AL SPACING BETWEEN DIME,�JSIONER-TREES. TYPICAL 1.L. '?C^ _ r 5'-0" \.Co 0 I 0 5'-O" 35'-0" 7 7 1,15'-0 I ` :N s, m MAINTAIN 5' DISTANCE—_ _ BETWEEN TRee AND r .-`` R91:3. VAULT PER _CITY STANDARDS i -3i2: ••TER "r_:;•-K.R. - MH- d -- .', e; -pugs EXISTING SIDEWALK` -- -__ :7.s EXISTING TREE TO BE REMOVED TYPICAL NOTE. I Kt CS ON SOUTH-3'YDE-or---T-u1EW16A-- PKWY. ARE APPROXIMATELY 4' BEYOND SIDEWALK EDGE DUE TO UTILITY LOCATIONS - - ON PLAN (NOTE DIFFERENCE FROM DETAIL) LEGEND NOres, ;i • • / EXISTING TREE TO BE REMOVED -TYPICAL` 8' DISTANCE `PROM EDGE OF SIDEWAT-K TTPICRC` THIS SIDE (NOTE DIFFERENCE FROM DETAIL) ••• EXISTING TREE TO REMAIN QUERCUS RUBRA/RED OAK 0 /EXISTING TREE TO BE REMOVED 1. STREET TREE SPACING IS 35'-O' O.C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SEE SHEET L24. 4. NO PLANTING IN RAILROAD R.O.W. .5. ALL BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS, INC. -34004 0TH AVE. SOUTH BLDG. Al FEDERAL WAY. WASHINGTON 08003 206-661-0075 r_ PRELIMINARY �} ti �! 10 0 20 40 60 SCALE IN PCtT o�a� a '�" `"rr m. CITY OF TUKWILA CBD • + (1-16‘.. ��+ ��7 � u W'�Y�Ir.� ��, � •4j SIDEWALK and TREE IMPROVEMENT PROJECT .� _ i k•'• sTwtaT.-wATo uwoR-r"1""J;4 +e.i•I wr w n. o +u�nwiu 1.0 te.t11. 1Na71hi) rozl I. A f7 70 ! eir w� 1 TUKWILA PARKWAY STA. 433.00' TO 438.00 -- Imo.. wTe sws fr r , m w - n...w no dots revisions SECTIONS 23. 25 AND 28. T. 23 N.. R. 4 E.. W.M. • _T — h,t:. - _ — 1 LIGHT'\, \ / / srati 4?N. ,7i1. .� 's rligGfl as 4_ �_- EQUAL SPACING BETWEEN �s•_p „�� ' TREES. 'TYPICAL eQUAL_SPACING BeTWeeN DIMENSIONED--TREES.TYPICAL 2-- — — EQUAL SPACING BETWEEN DIMENSIONED TREES.TYPICAL I 7 -6" =4-- 17-6" 17-6" �T— — — 'C. CURB—' EXISTING FREE TO BE REMOVI=D__ TYPICAL EXISTING TREE TO' REMAIN 10 QUERCUS RUB j'A RED OAK TYPICAL r • utiKfiG'#'+ 35' 1" 7=4-- NODE PLANTING 1' pee pCTAILS, 1 & 2 HeL24 SIMILAR':_'' ' 13 PRUNUS YEDOENSIS • LEGEND 4SPH. EXISTING SIDEWALK TRS ARE 4' DISTANCE FROM CDGC OF SIDEWALK TYPICAL THIS SIDE (NOTE DIFFERENCE FROM DETAIL) NOTES, YOSHINO FLOWERING CHERRY 36 CISTUS HYBRIDUS ROCKROSC i- • / \ / I o ' EXISTING TREE TO Be REMOVED EXISTING TREE TO REMAIN QUERCUS RUBRA/RED OAK PRUNUS YEDOENSIS/YOSHINO FLOWERING CHERRY CISTUS HYBRIDUS/ROCKROSe 1. STREET TREE SPACING IS 35'-0' O.C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SEE SHEET L24. 4. VERIFY NODE PLANTING BEFORE INSTALLING. 5. ALL BASE INFORMATION PROVIDED BY GARDNCR CONSULTANTS. INC. 34004 OTH AVE. SOUTH BLDG. Al !FEDERAL WAY. WASHINGTON 08003 206-881-0075 CuPS- 01 0 PRWM1NARY s DF 4 N 20 0 10 40 SCALE IN reel. • t•r A 61 M' `iir ie nl� j %s-- , r, '''. - yii, _. CITY OF TUKWILA CDD SIDEWALK end TREE IMPROVEMENT PROJECT �(� (� �p Tlli«i-1MAT=IR- CDL C�S� „�1� ,M (41-7.121 U .'.., .,.. If sR-I a..rw wo wM.,x.u��Raelion%fluor � o. ei st :r �NP1 '�°"r.°°.r'F�' �ny w TUKWILA PARKWAY STA. 438.00 TO 443.00 MI dr ( NNO H M 1 V '•CPN ,a= SECTIONS 23. 25 AND 28. T. 23 N.. R. 4 E.. W.M. _ v .7 SIG ////// /tH Ark INK • 0 1 -0' I tO LEGEND CONC. %.vATER .ULT —� CON._. t.:1413 • .• • =SPH. PH. 5 `tib`,' 1 - d •._ 1 ..cru,. 12 FRAXINUS PENNSYLVANICA LANCEOLATA 'MARSHALL' ---MARSHALL ASH LC .'.R=-cuGE ,3P'4. RD. NEW SIDEWALK EXISTING TREE TO TYPICAL NOTES, sr. _Ivr-vr Ade Mb. I i rF • • r,'pf1C. UTTER'- 2.5-: 1 ' EXISTING TREE TO REMAIN t4PICAL Br:REIVfOVErb n EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED FRAXINUS PENNSYLVANICA LANCEOLATA 'MARSHALL'/MARSHALL ASH 1. STREET TREE SPACING IS 35'-0' O.C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BETWEEN DIMENSIONED TRee5. TYPICAL 3. PLANT TREES PER DETAIL UNLESS OTHERWISE- NOTED. See SHEET L24.- 4. VERIFY ALL NODE PALNTING BEFORE INSTALLING. 5. ALL BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 9TH AVE. SOUTH BLDG Al FEDERAL WAY. WASHINGTON 98003 206-661-0075 PRELIMINARY B= ■Z♦ 20 0 20 40 00 SCALE DI FKT m �r • [] lyll P: D@p4o I" �*- 'j; :az,. 1 � • CITY Or TUKWILA CBD SIDEWALK AND TREE IMPROVrMBNT PROJECT L11 „- `70 .: 202i Minor E..sr.w.. •. Qelox ;.: T " : r," T s-ww • • .»d.• p s.• ANDOVER PARK W. SIDEWALK IMPROVEMENT PLAN ! STA. 201.00 TO STA. 205.00 .r.r Ixo•aear(r•s) r kodvt• rwlolor>• n ams �� t ,,,,,,r MIME SECTICN5 23,25 ANC') 2*, T. 23 N., R. 4 E., LWI. 1 . , H- ) . .., . .... _J • / 1 •— ; LIR100ENDROM.,TULIPIFERA TULIP1 TREE - • , • 11 — C L,Rfa ; t .1, , I. , •• ••••1 Jill , ; ' .; ./ > .4 stjPI. • A Th -T2--.3„,. :72 •-‘ L 1 .• • : .t . 5'-Q. ST. LIGHT actiftwathiVammorea-Fridra& wir ,` LIGHT„ LEGEND , • --NEW SIDEWALK -,;;Alc.r.GPICAL ; 4 4 • ;.• . ‘2,,,,,k, ' C • x .•.i -. ,,' .--: --, ,..." ••••• '‘,7 72 '•••... .1 >4. _ • . • . • ' • I .. I' . ;......,:i.....-.... .- ..) i '...-...-•••••• ••••••••-•••• ...,-"-•••••-••••• •;,;" - < ; f ...'; •I ; I • • Q,_4 4t.:. f..:.:s:',.• ---.! . -,SPI-.. -12 ... ___•••-• • • : • •_•.• :... , .. • : ;'•,-, __ • - '. --- -,-,- --...--.----------••-• ) •"' ;! I, l. NOTES. ;f ....--..„ if \ \ i 0 'EXISTING TREE TO BE REMOVED / \ / -...___-,' LIR1ODENDRON TULIP1PERA/TULIP TREE • 1. STREET TREE SPACING IS 35'-0O.C. UNLESS OTHERWISE NOTED. 2. eQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL 3. PLANT TRS PR DETAIL UNLESS OTHERWISE NOTED. see sHeer L24. 4. VERIFY NODE PLANTING BEPORE INSTALLING. 5. ALL BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 ATH AVE. SOUTH BLDG. Al FEDERAL WAY. WASHINGTON 08003 206-861-0075 PRELIMINARY ra • 20 40 MeMe111.1•• SCALE P4 IW •0 r 1/ 4 ©-7.. -... , .-, .23Z1 Iltoor C.4.•.. CITY OF' TUKWILA CBD SIDEWALK ANO TREE IMPROVEMENT PROJECT 7.., ILO' -11118011111111011111110-6711MINTO-WATIOR-WW1-PANIC4-111UILDINS- 1.10 ) -:-.-• .eg ANDOVER PARK E. SIDEWALK IMPROVEMENT PLAN STA. 302.50 TO STA. 305.00 ..er '..."..St. . 1.""T"......... plo dates rewlefervi nrre •••,0 r 1/ TI ; 213 I:5.3 -1—_L • _4 c � ... W —Y - N.E. 1/4 SEC. 26. T. 23 N.. R. 4 E.. W.M. — , f ' 1 V.P. —1 _� .. — r--.,;; " 1- —r. ,`I: S -.y 2 �j• , __ :9t. J, �1,•r o- r---- 11:-11-,11 3�5Ii'l _� — 10 LIRIODENDRON TUtIPIF• ls . 1 ' a3a `'E L�. ?CLE,_ ( . '1- - .,� 1 ..T.L11:iP _TREE' Xi -::��. — c.. `� "�7:- - _ Mca?'..-77:C.,4 - : "`i .^I :iP. r-"! J-=t�!irl!r - ,r� —ate . iBU=HES ::: ic. CUR6Ya7,„-%1,,ld— 4. <<a,; �,Jt{l::W 9=,L{ r-bR.I'`, i i ;a\ zl ,.• a .. _ _ - i l - �/ T-= 5 2..,:,.;;11',./7_,,,..� !'4101^FA ATFA' LIGHT � ��' y-> �� s- t }�z >—y� ' �' ' :�'� `tar ,� /S._ _ .ter, . ', , ... .. —• ,Q,F•H. 70. _. A—_.��r�...,» - iE�— r—� ` w.` �I m �'4y rc!' — ,15 =£1 '�. 35 -Q. _ 3.�'-Q_ ya— -- — -- , `'' 1 `l'J • li �c o(�L )Ij I) f I + N -� --- --1-15!-0I. 35'_0• Q 11 4-11 I 11 ; . 24.2 • -{ 1 9 1 _frI 9.'7 — 14.1 -- • ' a — Y } I I 223.1 • 23.: rV 233 T -i r'r f I '1 lit i. L. . • .tee l <11*.,_ : • ,SIH F I • •u•. t-. jj LEGEND NOTES. LIRIODENDRON TULIPIPERA/TULIP TREE PRUNUS YEDOENSIS/YOSHINO FLOWERING CHERRY CISTUS HYBRIDUS/ROCKROSE 1. STREET TREE SPACING IS 35•-0' O.C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SEE SHEET L24. 4. - VERIFY NODE PLANTING BEFORE INSTALLING. 5. ALL BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 9TH AVE. SOUTH BLDG. Al FEDERAL WAY. WASHINGTON 98003 206-661-0075 I 'I PRL1M1NARY ■Z♦ O 20 40 $CALL Di rEET 11 0 ,9= v 'iiip. 9 `' ••• « �"[q � '� ' i• S.e CITY OP TUKWILA 'CBD SIDEWALK AND TRCC IMPROVCMCNT{PROJeCT � `11 �` • L[�p� DI E Q [1...7101_(rLlg ��'_ 1 » MA ARKf-SUILDMO- ewe.. sow � � oil r:.'. ea... 3nlUe. ''•Gio to 4E 102 /w ANDOVER PARK E. ROADWAY WIDENING PLAN STA. 348.50 TO STA. 353OO � it_ ,�„ 6 7(?.,', �' ^''•� �,,,,,,. no dote revisions ams r! --_— �� ...... 232 �..s'.— _- _ 55 NE1/4SEG.2b,T.23N. 1‘4E.WM 54.3 • 25.' 1 :..s 25 1 LEGEND 23.2 • f— — 215 I 5 ']S �-r 2+5 24.7 j7()r------ QUAL. SPACINb BETWEEN 15 ;0_--- __-_ DIMCAISI@NED TREES. TY P. 1 A VIM 411I. W N W - - • WALK; 51 A 25.5 ST. LIGHT <:W.117 740. eXIST1NG TREE' TO: Be fleMOVL'D 25.5 _•-TYPICAL 4 LIRIODENDRON TULIPIFERA NOTES, TULIP TREE .y 11.1 �—�— 11 • d) --- • 0 1 eXISLTNG TREE TO Be REMOVED LIRIODENDRON TULIPIPERA/TULIP TREE 1. STREET TREE SPACING IS 35'-0' O.C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BMTWeeN DIMeNSIONED TREES. TYPICAL 3. PLANT TREES PER DETA1L UNLESS OTHERWISE NOTED. See SHEET L24. 5. ALL BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 6TH AVM SOUTH BLDG. Al FEDERAL WAY. WASHINGTON 68003 206-661-0075 r_ o 1 PRELA1NARY Z� 120 SCAU3 M IIT u ..r.., :: �; :4 •w•• ,�.' .;:•, ,.�..,�. "[ ..w., .".norm .°e�mµ�?�:� .1.-, (2 O 11 1�6Dirli') , CITY of TSA s «,d TREE T 1.20' -'!n' is rn+L�' 1Q � T MP MME, MIMED ._ �. �•10� w an. V= h.' roorra ANDOVER PARK E. ROADWAY WIDENING PLAN STA. 354400 TO STA. 35f34001 41. - �+._ .""--.1 . it 4 a ZS• ;y11r .f :351 1iF .5.5 '! # :59 P_LaiNE86 25.5 ' S5.] 6,."LIRIODCNDRON TULIP TREE r4 NE. V4S.26,T.23N,R4E,Wt. TULIPIF(•RA 15 PRUNUS YEDOENSIS YOSHINO FLOWERING CHERRY I .lSlq•+. 1, r � � fir-\ L momcfsezmiggez.szam* \ :Tim MATCH :L INE $T,4r 510 400 SEE SH, cont. , I -iGN F.�c "L T nV �C cI. tri r • 971-' EXISTING TREE TYPICAL. ETLJ TO BE REMOVED 3 4-3-..%''Ts='p1- 2594362 I - .75.7 -;�L` - `Esc: �•:_ _ �r ,-t .. EQUAL EQUAL.. NEW SIDEWALK. SEG-61VYL DRAWINGS 94.9 119 fl EQUAL ,JS=O'*0 NODE PLANTING SEE DETAILS 1 8 2 SHEET L24 SIMILAR 50 CISTUS HYBRIOUS-.. ROCKRQbt- -- - e_. • C• 104 40 LEGEND :5.2 ^e.2 NOTES, --ACeR-RHBRHM 'OCTOBER GLORY' RED MAP6.It.; 0'C. SPACING -:--•'�BETWEEN TREES. TYP. MATCH LINE STA. 512+00 SEE SHEET LI1 I 0 1 leXISTING TREE TO BE REMOVED ACER RUBRUM 'OCOTBeR GLORY'/RED .MAPLE LIRIODENDRON TULIPIFERA/TULIP TREE PRUNUS YEDOENSIS/YOSHINO FLOWERING CHERRY CISTUS HYBRIDUS/ROCKROSE 1. STREET TREE SPACING I5 35'-0' O.C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SEE SHEET L24. 4. VERIFY NODE PLANTING BEFORE INSTALLING. 5. ALL BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 OTH AVE. SOUTH SLOG. Al FEDERAL WAY. WASHINGTON 08003 206-661-0075 m N m --1 :r ■Z♦ 20 4e • ICAL* HOW r'1 `` dm � jr CITY OP TUKWILA CBD SIDEWALK AND TREE IMPROVEMENT PROJECT 'L.21� r� �('-'� `��' ��'�+�1@���Q nrpQp „eo � w ,`'\-�-•� • s«,u....9�i'�F c�i '-- F (201y -.347 (,.*( � T r.rr w MO ` wA • ANDOVER PARK E. ROADWAY WIDENING PLAN STA. 358.00 TO STA. 363.00 �+ „ad,td,,,,,,,o„• . ,,� „r,,� N.E. 1/4 sec. 26. T. 23 N. R. 4 E.. W.M. • N: o O w .?QI) <' 35,?....9,ESs 1 •' 15'-• A 7E7. 15'- .15*- • IER .1+i BUS STOP JGH.- NEW SIDEWALK TYPICAL • 8 !LIRIODENDRON TULIPIFERA TULIF? TREE. REMAIN LEGEND NOTES. EXISTING . TREE TO REMAIN LIRIODENDRON TULIPIFERA/TUL1P TREE 1, STREET TREE SPACING IS 35'-0' O.C. UNLESS OTHERWISE NOTED. 2. EQUAL SPACING BETWEEN DIMENSIONAD TREES. TYPICAL - 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. See SHeeT L24. 4. VERIFY NODE PLANTING BEFORE INSTALLING. 5, ALL' BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 8TH AVE. SOUTH BLDG. Al FEDERAL WAY. WASHINGTON 88003 206-661-0075 R T ST. .-.1 LIGHT W 77. 0 PRELIMINARY ■Z� 20 0 20 40 00 SCALE I11 peer (�y� (�� u`�'6 'W' �4� � Ell -1--1 '' "" „� R a -Partaa.1)21 Amor ..':� dI . .1,2-: . CITY Or' TUKWILA CBD SIDEWALK and TREE IMPROVEMENT PROJECT , % O -r .».... «. , w.. rrwATs�e-si w ANDOVER PARK E. ROADWAY WIDENING PLAN STA. 363.00 TO STA. 36800 ""! ,�„ ., sc+�•n�1K nodat rwlelona ,,...,. 22.3 la. 7. 7477 7 •••-- • „ 0 c13 -.L._ (Di . 24.2 . •-• 2 -E.' -k:.1.:9,::: 9,1" ....42 • EQUAL SPACING anNigaig-- "4.: DIMENSIONED TRS. TYP 5'-0' Mi wseoLtAgos -.2.1 " ° EQ. Q. 22.6 ...;;.`7 • 9r1. s - L:CHr N.E. 1/4 sec. 26. T. 23 N.. R. 4 E.. W.M. • I '.- .;•1 2..3 :17.92•;f37:77'LT.,9•••:' 23.1--N„ rTh• 7..9 • . • ( "310 90.0 24.3 - ...... • 24.4 37!•)01) 'Ler ., 232 - • .. ii.. . --.1 ----------------------____._ ST, 33 7 7.3.7 5.S.E111. .7', .., , .....' .7..5 _C _..?..,._ ORNEWA 't A• z'" ,'. i '..-..----_ .-"1-• . Aliannillintlit 17011111.111111rii '''' ' 7. ,• . T 2: • :. apim.., amr= '•-.) 1,0 , [at .i. •s„:„...N. • sPRt:'1),71•410 I '‘"10r NtOW . ....2 ,,...-. ,- ,7 :., • , (6717/Miggrj, • . .-..••••;', 7,1_ 1.--):.,);E •,,)::,::-..)C"'•: 3:' -)))i: -W-....11W- 's.).3„ ,J ' •). - ' '' "'' )1 : : ' , Lkatir 3 SP0.111KLK; RFRIIIKLER •••••9,•9 • 23.3 er., EXISTING TREE TO Be 8 LIRIODENORON 3.5 TULIP TREE REMPVED I 3 • TU )--I, 3 24 24. < s ? - 24.7 • -6 .-. i'3, 15'-0' - - _ 22.4 NODE PLANTING -SEE..DETAILS 1 & 2 SHEET-L24._SIMILAR ----- 7.22 ,J LEGEND NOTES. - • - - • •- -• • - 0 leXISTING TREE TO BE REMOVED LIRIODENDRON TULIPIFERA/TULIP TREE 1. STREET TREE SPACING IS 35)-0' 0.C. UNLESS OTHERWISE NOTED. 2. eQUAL SPACING BETWEEN DIMENSIONED TRS. TYPICAL 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SCE SHEET L24. 4. VERIFY NODE PLANTING DEFOR e INSTALLING. 5. ALL BASE INFORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 34004 OTH AVE. SOUTH BLDG. Al FEDERAL WAY. WASHINGTON 08003 206-661-0075 • ••• •-• LIGHT 2) NeW.:SIDEWALK TYPICAL . 21.3 RELIMINARY 20 0 10 40 SO SCALE IN MET ry 0 4;"‘i,:,7%. "lill'"11.1, g (ROPQRG;a1... •,-,T: '::"•-ii) ......... MOM ... : ...Dm ..,, 2321 Visor 6444 CITY Or TUKWILA CBD I .0JECT SIDEWALK and TREE IMPROVEMENTP14 1 L2S • sw...... um MO 70 , ANDOVER PARK E. SIDEWALK IMPROVEMENT PLAN STA. 368.00 TO STA. 374.00 .... r; 1•11141MMIIMIRIMIGI-0-11111111rTIP.WATIER-411111111/1M-IPAIMIC .... NO 4...• '•71i• - " cs. ow -6067 (r.:1 `"`" ..: a.........,,sk...A..........Adi NMI lEg a" nodate revisions Te SAKI Old Ilt no t G NODE PLANT1N6 WITH 4 TREES SCALE: I" PLASTIC SAFETY CAP \1 REBAR (LOCATE ON SOUTH 510E CF TREE - •.EIG..T NOT TO EXTEND ABOVE LOWEST ER.:NCHE5) TREE TIE5 (3A U5E RENT-0c:cFD WIRE HOSE, HEAVY 1" WIDE WEBBING OR PERFORATED VINYL TIE MATERIAL ALLOW ROOM FCR GROWTH 1aiT10'✓E 'JIBE + BURLAP FROM _i 1 TOP U3 OF ROOTBALL TRANSPLANTER 1 PCLTMIER CR'-STALS PLANT TABLETS DRIVE RESAR I'-0" MIN INTO UNDISTUED BOIL NN ... RCCTE.=LL ^WIDT.'CR -' MiN. TOP OF ROOT GROAN LEVEL ITH TOP OF MULCH LAYER 2"111,11-C14 LAYER SACKFILL (2/3 NATIVE. U3 SPECIFIED TOPSOIL) ADD POLYMER CRYSTALS t WETTING AGENT ROUGHEN EDGES OP PLANTING HOLE FINISH GRADE T3) SLOTTED PVC WATERING TUBES • OPPOSITE 510E5 CF RCCTBALL: 6" DIA. WITH REMOVABLE CAP UNDISTURBED SUSGRA✓E TREE AND SHRUB PLANTI N6 DETAIL SCALE: 12" • 1'-0" PLANT LIST 7TY. BOTANICAL:COMON NAME SIZE/SP.4; IN& REMARKS TRY-F�i , 87 . AGER RUERUM 'OCTCBER 5L 2 1i2" CAL. MATCHED, BIB RED MAPLE 12 'FRAXINUS PE4.45YrVANIGA LANCECLATA 'MARSHALL' 2 1/2" CAL. HATCHED, BIB MARSHALL ASH 42 LIRIDDE`ILRON TULjPIFE'R.: 2 1,2" CAL. MATCHED, Bas TULIP TREE 54 PRUNUS YEDOENS!5 YOSM1NO FL OAER!N6 .MERRY 44 PYRUS GALLERY4NA 'ERADrORD' ERAOFCIiD PEAR 2" CAL. 131 QUERCUS RUBRA 2 1/2" CAL. RED OAK SHRUBS 344 C157.23 HYSRI'/9 13" HT. CONT., PULL ROCKROSE HEAVY ERGWTH 87 JJN1 PERU5 'OLD SOLD' 2 SAL. CONT., PULL OLD SOLD ,:JN! PE".Q SROUNOCOVER ARCTOSTAP'-YLCS 12'/1-L:RSI 4" POTS KI NNIK:NNICK 18" O.C. NEWT GROWTH EXISTING SIDEWALK 2 0"2' n' CL. OF TREE 1INIMIZE DISTURBANCE TO EXISTING CONDITIONS. TYPICAL t'*JLC AREA PLAN/TREE PLANTING SCALE: I/4" • 1'40" PREL1M1NRY ti 1,) " «v. ,N �— ,� CITY OF TUKWILA CBD 9IDCWALK and TREE IMPROYGMCNT PROJECT Marl U( W®per Df�p;l6WO Pertasweble. J. ` f Y`='.. ' `-- �<.11,<.. 1 MinorEast Is°°).^"" f ,'O , arvsra-ww-not-aswQit-rwlucs-strusie- ...R... PI. «.. DETAILS AND PLANT LIST oATe VS ,.. �� nodate revisions �,........ TY w 1,)