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Permit L94-0047 - CITY OF TUKWILA - EAST MARGINAL WAY SHORELINE SUBSTANTIAL DEVELOPMENT
? ..� L94 -0047 CITY OF TUKWILA code description 0 none 1 <5 feet wide and <25% of shoreline 2 >5 feet wide and and over 50% OR >10 feet wide over 25 -50% of shoreline 3 >10 feet wide and >50% of shoreline 4 >25% of AU SI re 1 i ne Management Act of 1b,1 PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT File Number: L94 -0047 Status: PENDING Applied: 06/27/1994 Approved: Expiration: Pursuant to RCW 90.58, a permit is hereby granted to: CITY OF TUKWILA PUBLIC WORKS to undertake the following development: NEW WATER LINE: INCLUDES CONSTRUCTION APPROXIMATELY 17,000 FEET OF 16" DUCTILE IRON WATER LINE INCLUDING CROSS TIES AND CONNECTION TO,.._ AND REPLACEMENT OF EXISTING SERVICES. THIS NEW WATERLINE WILL PROVIDE SERVICES TO CUSTOMERS CURRENTLY SERVED BY AN EXISTING 21" LINE IN THE PROJECT AREA. upon the following property: Address: Parcel No: Sec /Twn /Rnge: ALONG E MARG WY S, 16 AV S TO .S 115 ST TO 42 AV THE PROPOSED PROJECT WILL BE WITHIN THE AREA OF THE GREEN RIVER AND ITS ASSOCIATED WETLANDS, WHICH IS A SHORELINE OF STATEWIDE SIGNIFICANCE AND IS DESIGNATED AS AN URBAN ENVIRONMENT. The following master program provisions are applicable to this development: KING COUNTY �{1 N 6 CaA G licoLeEZI Development pursuant to this permit shall be undertaken pursuant :to the attached terms and conditions. This permit is granted pursuant to the Shoreline Management Act of 1971 an nothing in this permit shall excuse the applicant from compliance with any other Federal, State or local statutes, ordinances or regulations applicable to this project, but not inconsistent with the Shoreline Management Act(Chapter 90.58 RCW). This permit may be rescinded pursuant to RCW 90,58.140(8) in the event the permittee fails to comply with the terms .or: conditions hereof. CONSTRUCTION PURSUANT TO THIS PERMIT WILL NOT BEGIN OR IS NOT AUTHORIZED UNTIL THIRTY (30) DAYS FROM THE DATE OF FILING WITH THE DEPARTMENT OF ECOLOGY AS DEFINED IN RCW 90.58.140(6) AND WAC 173 -14 -090, OR UNTIL ALL REVIEW PROCEEDINGS INITIATED WITHIN THIRTY PAY FROM THE DATE OF SUCH FILING H VE TERMINATED; EXCEPT Alpiiii4;40dia....RCW 10.58.140(5)(a)(b)(c). 4Wir-D ector, Planning Department L. Rick Beeler Date: Construction or substantial progress toward construction must begin within two years from date of issuance, per WAC 173 -14 -060. SHORELINE MA NOTICE OF APPLICATION FOR AGEMENT SUBSTANTIAL DEVELOPMENT PERMIT CTIVITY #: L94 -0047 NOTICE IS HEREBY GIVEN th described property has fi DEVELOPMENT permit for th THE PROPOSED PROJECT APPROXIMATELY 17,000 WATER LINE INCLUDING AND REPLACEMENT OF E WATERLINE WILL PROVI CURRENTLY SERVED BY PROJECT. AREA. LOCATED . -OW, C T'/ within the :ALONG E MARG W in Tukwila, King County, within 200 feet of the Grp Any person desiring to ex taken on this application DEPARTMENT OF COMMUNITY D 6300 SOUTHCENTER BOULEVAR writing his .interest with publication of this notic Written comments must be Published in : t CITY OF TUKWILA PUBLIC WORKS of the below ed an application for a SHORELINE SUBSTANTIAL development of: INCLUDES CONSTRUCTION FEET OF 16 ". DUCTILE IRON. CROSS TIES AND,.CONNECTION TO, ISTING SERVICES.::.'"THIS NEW E SERVICES TO CUSTOMERS N EXISTING 21" LINE IN THE }ELI ref V'l ff0610N\ S, 16 AV S TO 3 :1 15 ST TO 42 AV S:'.: ashington: Said development is pr,opos ed`;tot;b'e en River /Duwamish and/or its associated wetlnds. ress his views o'r.to`.be notified of the- action should notify SHEFRIN, DENNI VELOPMENT, PLANNING DIVISION, CITY OF TUKWILA, , SUITE 100, TUKWILA,, WASHINGTON 98,188 n 30 (thirty) days Of the final " date-of which is Aug 05, 1994. by Sep 07, 1994 Seattle' T:i mes J.u.l..29.,.,. -199.4 2nd Publication: Seattle Times - Aug 05, 1994 Distribution: City Clerk, Mayor, Adjacent Property Owners, Department of Ecolouy, Property Owner, File AFFIDAVIT 1, Robin R Stanley fl Notice of Public Hearing EINotice of Public Meeting fl Board of Adjustment Agenda Packet fl Board of Appeals Agenda Packet fl Planning Commission Agenda Packet Short Subdivision Agenda Packet OF DISTRIBUTION hereby declare that: • Notice of Application for Shoreline Management Permit (Shoreline Management Permit fl Determination of Non- significance Omiti gated Determination of Nonsignificance ODetermination of Significance and Scoping Notice ONotice of Action Li Official Notice ['Other Other was mailed to each of the following addresses APPLICANT CITY CLERKS OFFICE MAYORS OFFICE FRIENDS OF THE DUWAMISH MUCKLESHOOT INDIAN TRIBE DEPT OF ECOLOGY SURROUNDING PROPERTY OWNERS FAXED TO THE SEATTLE TIMES ON 9/21/94 Name of Project EAST MARGINAL WAY File Number L94-0047 on 9/22/94 Shoreline Management Act of 1971 PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT File Number: L94 -0047 Status: PENDING Applied: 06/27/1994 Approved: Expiration: Pursuant to RCW 90.58, a permit is hereby granted to: CITY OF TUKWILA PUBLIC WORKS to undertake the following development: NEW WATER LINE: INCLUDES CONSTRUCTION APPROXIMATELY 17,000 FEET OF 16" DUCTILE IRON WATER LINE INCLUDING CROSS TIES AND CONNECTION TO, AND REPLACEMENT OF EXISTING SERVICES. THIS NEW WATERLINE WILL PROVIDE SERVICES TO CUSTOMERS CURRENTLY SERVED BY AN EXISTING 21" LINE IN THE PROJECT AREA. upon the following property: Address: Parcel No: Sec /Twn /Rnge: ALONG E MARG WY S, 16 AV S TO S 115 ST TO 42 AV S THE PROPOSED PROJECT WILL BE WITHIN THE AREA OF THE GREEN RIVER AND ITS ASSOCIATED WETLANDS, WHICH IS A SHORELINE OF STATEWIDE SIGNIFICANCE AND IS DESIGNATED AS AN URBAN ENVIRONMENT. The following master program provisions are applicable to this development: KING COUNTY Development pursuant to this permit shall be undertaken pursuant to the attached terms and conditions. This permit is granted pursuant to the Shoreline Management Act of 1971 an nothing in this permit shall excuse the applicant from compliance with any other Federal, State or local statutes, ordinances or regulations applicable to this project, but not inconsistent with the Shoreline Management Act(Chapter 90.58 RCW). This permit may be rescinded pursuant to RCW 90.58.140(8) in the event the permittee fails to comply with the terms or conditions hereof. CONSTRUCTION PURSUANT TO THIS PERMIT WILL NOT BEGIN OR IS NOT AUTHORIZED UNTIL THIRTY (30) DAYS FROM THE DATE OF FILING WITH THE DEPARTMENT OF ECOLOGY AS DEFINED IN RCW 90.58.140(6) AND WAC 173 -14 -090, OR UNTIL ALL REVIEW PROC EDINGS INITIATED WITHIN THIRTY DAYS FROM THE DATE OF SUCH FILING TE IN TED; EXCEPT „4-4, I D IN RCW 90.58.140(5)(a)(b)(c). Date: `D' -•= , Planning Department L. Rick Beeler Construction or substantial progress toward construction must begin within two years from date of issuance, per WAC 173 -14 -060. 1 A P P I}•D A V I T O F D I S T R I B U T I O N ROBIN STANLEY D Notice of Public Hearing fl Notice of Public Meeting 0 Board of Adjustment Agenda Packet flBoard of Appeals Agenda Packet • EPlanning Commission Agenda Packet 0 Short Subdivision Agenda Packet hereby declare that: XXXXX Notice of Application for Shoreline Management Permit 0 Shoreline Management Permit Determination of Non - significance [- Mitigated Determination of Nonsignificance DDetermination of ,Significance' and Scoping Notice. O Notice of Action Official Notice n Other -1 Other was mailed to each of the following addresses on 7/22/94 MAILED TO DEPT. OF ECOLOGY - SHORELINE FAXED MAILED TO THE MUCKLESHOOT INDIAN TRIBE MAILED TO FRIENDS OF THE DUWAMISH MAILED TO THE APPLICANT -WSDOT MAILED TO SURROUNDING PROPERTY OWNERS SENT TO MAYOR, CITY CLERK Name of Project CITY OF TUKWILA IRON WATER- Signatur LINE E. MARGINAL WY S File Number L94 -0047 CHECKLIST: ENVt JNMENTAL REVIEW /SHORELINE t%RMIT 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 RING 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 UTILITIES ( )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 MAJT INGS FOR P ER IITS 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). Susan Usher 2295 Arcadia Dr. Anchorage AK 99517 Rhone- Poulenc Inc. c/o Gail Morris P.O. Box 80963 Seattle, WA 98108 Audrey Hanson Seattle Water 710 Second Avenue, 10th Fl. Seattle, WA 98104 Anna Josie 10035 E. Marginal Way S. Seattle, WA 98168 Johnston D.A. 4110 S. 114th St. Tukwila, WA 98168 -1917 Derodas Antonio 3910 S. 114th St. Tukwila, WA 98168 -1913 Twentieth Century Dev. 3112 E. Harrison St. Seattle, WA 98122 Thomoson Leona 3914 S. 115th St. Tukwila, WA 98168 -1919 Fred Knack P.O. Box 68848 Seattle WA 98168 John Crull Boeing Co. P.O. Box 3707, MS 6Y -59 Seattle, WA 98124 -2207 Boeing Nowell & Scheumann P.O. Box 3707, MS 1F -09 Seattle, WA 98124 Bob Schwartz Seattle Water 710 Second Avenue, llth FI. Seattle WA 98104 Suburban Propane 10823 Pacific Hwy. S. Seattle, WA 98168 Gaviglio Albert Sr. 4008 S. 114th St. Tukwila, WA 98168 -1915 Gaviglio Albert 4008 S. 114th St. Tukwila, WA 98168 -1915 Hooser Daniel 11025 7th Pl. S. Seattle, WA 98168 Dingle Helen 4115 S. 114th St. Tukwila, WA 98168 -1916 Boatmen's Trust Co. % Richard F. Jones P.O. Box 14633 St. Luis MO 63178 Kevin Hanan, Prop. Mgr. Brinton Business Ventures 3161 Elliot Ave. DPT0909 Seattle, WA 98121 John Roach 3720 80th SE Mercer Island, WA 98040 Val Vue Sewer District P.O. Box 68063 Seattle, WA 98168 Tustison Kent 4023 S. 114th St. Tukwila, WA 98168 -1914 Burkey Rexton 3938 S. 115th St. Tukwila, WA 98178 Hoffman Stanley 3924 S. 114th St. Tukwila, WA 98168 -1913 Thomson Joel P.O. Box 4214 Seattle, WA 98104 Fierline Shelley M. 4208 S. 115th St. Tukwila, Wt 98168 -1963 .:J Boeing Co. PO BOX 3707, M/S 1F -09' Seattle WA 98124 Bruce Sieger Boeing Co. PO BOX 3707, M/S 46 -84 Seattle WA 98124 Joyce's Final Approach 9100 E. Marginal Way S. Seattle WA 98108 -4028 Miller Manufacturing, Inc. 9120 E. Marginal Way S. Seattle WA 98108 -4028 Yuki Nelson Museum of Flight 9404 E. Marginal Way S. Seattle WA 98108 -4097 Rilu, Inc. 10016 E. Marginal Way S. Seattle WA 98168 -1802 Credit Union of the Pacific 10200 E. Marginal Way S. Seattle WA 98168 -1831 Evelyn J. Schuehle Fernando's 10315 E. Marginal Way S. Seattle WA 98168 -1803 Jorgensen Forge Co. 8531 E. Marginal Way S. . ' Seattle WA' • 98108 -4018 Paul Seely Boeing Co. P.O. Box 3707, MS 14 -49 Seattle WA 98124 -2207 WSDOT 8900 E. Marginal Way S. Seattle WA 98108 -3830 Royal Machine Tools, Inc. 9110 E. Marginal Way S. Seattle WA 98108 -4028 Rap -I -Form 9130 E. Marginal Way S. Seattle WA 98108 -4028 Richard Beckerman Museum of Flight 9404 E. Marginal Way S. Seattle WA 98108 -4046 H & M Associates III c/o G &M Investments 510 Rainier Ave. S. Seattle WA 98144 Northwest Auto Wrecking 10228 E. Marginal Way S. Seattle WA 98168 -1845 Associated Grocers 10430 E. Marginal Way S. Seattle WA 98188 Jorgensen Forge Co. % Webb Cooley Co: PO Box 800907 Dallas TX 75380 Matt Ivers Kenworth Truck Company 8801 E. Marginal Way S. Seattle WA 98108 -4045 Rainier Industrial & Supply 9026 E. Marginal Way. S. Seattle WA 98108 -4026 Langendorf Baking Co. 9112 E. Marginal Way S. Seattle WA 98108 -4028 Designer Services 9134 E. Marginal Way S. Seattle WA 98108 -4028 Joe's Auto Service 10230 E. Marginal Way S. Seattle WA 98168 -1845 Robert Massa Annex Tavern 10225 E. Marginal Way S. Seattle WA 98168 -1803 Northwest Freight Handlers 10530 E. Marginal Way S. Seattle. WA 98168 Ingersoll -Rand Equipment 11222 E. Marginal Way S. Seattle WA 98168 -1996 Roof Doctors 11269 E. Marginal Way S. Seattle WA 98168 -1953 Archie & Pauline Carrossino 2305 S. 120th Seattle WA 98168 Sea -Tac Ford Truck Sales 11000 Pacific Hwy S. Seattle WA 98168 -1998 TEC of Seattle 11017 Pacific Hwy S. Seattle WA 98168 -1941 Sandstrom Plumbing & Heating 11063 Pacific Hwy S. Seattle WA 98168 -1941 Peerless Corp. 11210 Pacific Hwy S. Seattle WA 98168 -1945 Triad Machinery, Inc. 11210 Pacific Hwy S. Seattle WA 98168 -1945 A.W. Richter The Boeing Company P.O Box 3707, MS 3U -84 Seattle WA 98124 -2207 Neuss P D 4917 S. 112th St. Tukwila WA 98178 -2025 Yellow Freight System RJ & Magda Torghele 11231 E. Marginal Way S. 11245 E. Marginal Way S. Seattle WA 98168 -1953 Seattle WA 98168 -1953 Dave Schreck American Transport, Inc. 10835 Pacific Hwy S. Seattle WA 98168 -1938 System Seven Repair 10835 Pacific Hwy S. Seattle WA 98168 -1938 Six Robblee's, Inc. 11010 Pacific Hwy S. Seattle WA 98168 -1942 Alaska Sheet Metal 11063 Pacific Hwy S. #A Seattle WA 98168 -1941 George Brazil Services 11063 Pacific Hwy S. Seattle WA 98168 -1941 Peerless Corp. 18205 SW Boones Ferry Rd POB 447 Tulatin OR 97062 Ace Electric Service 11234 Pacific Hwy S. Seattle WA 98168 -1945 Joyce H. Harris 5001 S. 112th St. Tukwila WA 98178 -2026 Mr. & Mrs. A B Speed 13229 Des Moines Way S. Seattle WA 98168 Puget Sound Tire 11011 Pacific Hwy S. Seattle WA 98168 -1941 White Center Sewing/SOS, Inc. 11063 Pacific Hwy S. Seattle WA 98168 -1941 Int'1 Mech. Aid Foundation 11063 Pacific Hwy S. Seattle WA 98168 -1941 Holiday Inns Operations 11244 Pacific Hwy S. Seattle WA 98168 -1999 Haapla & Haapla 10230 E. Marginal Way S. Seattle WA 98168 Draper Machine Works 5009 S. 112thSt.. Tukwila WA 98178 -2026 ;.......,.iii oy Satellite 10625 E. Marginal Way S. • • Seattle WA 98168 -1805 Regan's Towing 10710 E. Marginal Way S. Seattle WA 98168 -1930 Maria Medica 10802 E. Marginal Way S. Tukwila WA 98168 -1932 Eastern Electric 10831 E. Marginal Way S. Seattle WA 98168 -1931 Janco United, Inc. 10838 E. Marginal Way S. Seattle WA 98168 -1990 Tuxedo's Cafe 10990 E. Marginal Way S. Seattle WA 98168 -1933 Ben- Ko -Matic Jim Theda P.O. BOX 20698 Portland OR 97220 Seattle Jaycees Bingo 11030 E. Marginal Way S. Seattle WA 98168 -1935 Farwest Taxi 11180 E. Marginal Way S. #200 Seattle WA 98168 -1943 Auto Control 11180 E. Marginal Way S. Seattle WA 98168 -1943 Checker Deluxe Cab • 10710 E. Marginal Way $.. . Seattle WA 98168 -1930 Carl Speiler, Manager Checker Auto Sales 10710 E. Marginal Way S. Seattle WA 98168 -1930 Kinzler Residence 10808 E. Marginal Way S. Tukwila WA 98168 -1932 Paramount Supply, Inc. 10832 E. Marginal Way S. Seattle WA 98168 -1932 Savolite, Inc. 10848 E. Marginal Way S. Seattle WA 98168 -1932 Truck Trailer Sales 11001 E. Marginal Way S. Seattle WA 98168 -1997 Ben- Ko -Matic Ben- Ko -Matic 11022 E. Marginal Way S. Seattle WA 98168 -1935 . Davis Enterprises 11030 E. Marginal Way S. Seattle WA 98168 -1935 Larry Norton Auto Repair 11180 E. Marginal Way S. Seattle WA 98168 -1943 Jeff Winter King County Airport P.O. Box 80245 Seattle' WA • 98108 V- McConkey Development 4040 168th Ave. NE Redmond WA 98052 . Nicewonger Co., Inc. 10825 E. Marginal Way S. Seattle WA 98168 -1931 Custom Gear, Inc. 10834 E. Marginal Way S. Seattle WA 98168 -1932 Evergreen Food Services 10849 E. Marginal Way S. Seattle WA 98168 -1931 Bernard Imports 11020 E. Marginal Way S. Seattle WA 98168 -1935 Seattle Police Athletic Assn. 11030 E. Marginal Way S. Seattle WA 98168 -1989 J.L. Repair 11180 E. Marginal Way S. Seattle WA 98168 -1943 Gilligan John 4210 S. 115th St. Tukwila, WA 98168 -1963 Sala Arthur L. 11624 40th Ave. S. Tukwila, WA 98168 -1906 Hellstrom Dillon Prop. 211 NW 44th Ave. Seattle, WA 98107 Decker Dean 11520 42nd Ave. S. Tukwila, WA 98168 -1959 • June 27, 1994 MEMORANDUM TO: Jack Pace FROM at Brodin r.• %f'.'.�., ,..,. ti° „�� >,;; -.... �..Gf:: v ry�....,..r...'.: <'i.'•'c ".'2aT: 47Y.:'�'.`., °K +'� SUBJECT: East Marginal Way Waterline replacement Project Submittal of Shoreline and SEPA Project #94-040 The City is proposing to install a new replacement main and supply station to serve customers along East Marginal Way from S. 115th to the north City limits. In addition, it is intended to tie this new system to the City's existing 360 -zone system by connecting to the City's existing 18 -inch main at 42nd Avenue and South 116th Street. This will allow abandonment of the City's 6 -inch main on S. 115th. Included are seven (7) copies of the Shoreline Substantial Development packet. Also please find attached the Environmental Checklist with a watermain replacement plan set. Only one copy of . the application is needed for referral to Public Works permit review. A similar submittal was provided earlier for Street Improvement project by Brian Shelton. Please advise us on your schedule for approval advertise this project in August. Attachments cf: Ron Cameron Brian Shelton File 94- 040(6) (w /appl.) the East Marginal as . we are hoping to Penhallegon Associates Consulting . Engineers, Inc. . Engineering • Planning • Surveying • Consulting June 7, 1994 Pat Broden City of Tukwila Public Works 6200 Southcenter Blvd Tukwila, WA 98188 SUBJECT: City of Tukwila's Proposed Water Main on East Marginal Way South RECEIVED JUN - . 8199. TUKWILA PUBLIC WORKS Dear Pat: Find enclosed under cover of this letter copies of the following: 1 Shoreline Substantial Development Application 2 SEPA Checklist Please review and, if you have not comments, begin formal review process: If you have any questions or require additional copies, please call me at827- 2014.:, Enclosures Sincerely, PENHALLEGON ASSOCIATES. CONSULTING ENGINEERS, INC: Zenon O :Zazula, PE. Project Manager , .RECEIVED COMMUNITY DEVELOPMENT.; • 750'Sixth Street South, Suite 200; Kirkland';, Washington: 98033. Phone: (206) 827 -2014 •,Fax: (206) 827.5043 SHORELINE SUBSTANTIAL DEVELOPMENT APPLICATION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3680 The following materials must be submitted with your application. This checklist is to assist you in submitting a complete application. Please do not turn in your application until all items which apply to your proposal are attached to your application. If you have any questions, contact the Department of Community Development at 431 -3680. GENERAL Application Form Shoreline Permit Fee — $550.00 Environmental Checklist Environmental Checklist Fee — $325.00 Board of Architectural Review (BAR), Application (if proposal meets Zoning Code definition of "development") . Board of Architectural Review (BAR) Application Fee — $900.00 x x x x RECEIVED JUN 2 71994 COMMUNITY DEVELOPMENT PLANS Seven (7) copies of the site /landscape plan, elevations, and shoreline profiles. The scale shall not exceed 1 " =30' maximum, with the north arrow, graphic, scale and date all identified on the plan. Each set of plans shall have the license stamps of the architect and landscape architect. x x x The following information should be contained within the set: A. Vicinity map showing location of site and surrounding prominent landmarks. B. Property survey showing property dimensions and names of adjacent rights -of- way. C. Existing top of bank (all uses and structures must be setback 30 feet from existing top of bank), floodway limit (no fill may occur within the floodway), utility lines, structures, rockeries, and other relevant man-made or natural features. D. Location, dimensions and nature of any proposed easements or dedications, including Dike Maintenance and Trail easements. E. Limits of the 40 -foot river and the 60 -foot low impact environments. F. All existing trees over 6" in diameter by species and an indication of which will be saved. G. Proposed landscaping: size, species, location and distance apart. H. Existing and finished grades a 2' contours with the precise slope of any area in excess of 15 %. SHORELINE SUBSTANTIA( )EVELOPMENT APPLICATION Ct$` : - CKLIST Page 2 n I. Location and dimensions of proposed structure(s), accessory structures with ap- propriate setbacks and parking areas (include the degree of angle for parking stall design), and driveways. l ° 1 J• . Location and size of proposed utility lines and a description of by whom and how water and sewer is available. ❑ K. Gross floor area by use and parking calculations. ❑ L. Dimensioned building elevations, including height and exterior materials, drawn at 1/8" equals 1' or a comparable scale. ❑ M. Location and screening of dumpsters and HVAC units. n N. Locations and elevations of parking area and building. n O. Conceptual storm drainage plans with detention for 10 -year storm event, or on- site retention for 100 -year event. n P• . For multiple residential, location and dimensions of common open space recrea- tion requirements. Ix i Q. Shoreline profiles with cross- sections at minimum 75 -foot intervals along site's shoreline, showing: • shoreline environments • existing ground elevations • proposed ground elevations • height of existing and proposed structures t� t R. Location of "Shoreline Profile" cross- section points on site plan. CS. Identify source, composition and volume of fill materials. T. Identify composition and volume of any extracted materials, and identify pro- tx U. One (1) Photomaterial Transfer (PMT) of each drawing reduced to 8.5" by 11" (most printing companies can make PMT's). PUBLIC NOTICE Fri I A • mailing list with address labels for property owners and residents within 300 feet of your property. (See attached "Address Label Requirements ") n A King County Assessor's Map which identifies the location of each property owner- ship and residence listed. The maps may be ordered from the King County Public Works Map Counter at 296 -6548. OPTIONAL n Perspective drawings, photographs, color renderings or other graphics which may be needed to adequately evaluate your application. Other required information: SHORELINE SUBSTcr "IITIAL DEVELOPMENT APPLICATION CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3680 1. BRIEFLY DESCRIBE YOUR PROPOSAL: Installation of 16 -inch diameter ductile iron waterline, associated fire hydrants and service connections and meters. 2. PROJECT LOCATION: (Give street address or, if vacant, indicate lot(s), block, and sub- division; or tax lot number, access street, and nearest intersection) S. 115th Street from 42nd Avenue S. to E. Marginal Way S. then north along E. Marginal Way S. terminating at S. 16th Street Quarter:NE &s SE, SESection: &033, 33, 4 Township: 23N & 24N Range: 04 E NE, NW, SW 33, 28 (This information may be found on your tax statement) 3. APPLICANT:* Name: City of Tukwila Public Works Department Address: 6300 Southcenter Blvd., Tukwila, WA 98188 Phone. (206) 433 -0179 Signature: Date: * The applicant is the person whom the staff will contact regarding the application, and to whom all notices and reports shall be sent, unless otherwise stipulated by applicant. AFFIDAVIT OF OWNERSHIP 4. PROPERTY Name: City of Tukwila OWNER Address: 6300 Southcenter Blvd. Phone: (206) 433 -0179 I /WE,[signature(s)1 (« ..rr 4 ,,9 C�/�v / A,eo cr sA.6./Azaxt, swear that I /we are the owner(s) or contract purchaser(s) of the property involved in this application and that the foregoing statements and answers contained in this application are true and correct to the best of my /our knowledge and belief. Date: 6/27/ SHORELINE SUBSTANTIA( 'EVELOPMENT APPLICATION r Page 2 East Marginal Way South is a principal arterial that provides 5. Presentuse of property: access to adjacent Boeing Company complexes, the King County Airport, the Museum of Flight and other businesses. East Marginal Way South also serves as a corridor for utility transmission and service to the adjacent businesses. 6. Total construction cost and fair market value of proposed project (indude additional future developments contemplated but not included in this application): $4,000,000 7. List the master program policies (use program sections or page numbers) which are applicable to this development King County Code - Title 25 - Shoreline Management. The following sections apply* 25.16.030 - General Requirements; 25.16.160 - Utilities King County Ordinance No. 3692 - Transportation Facilities. 8. List any other permits for this project from state, federal or local governmental agencies for which you have applied or will apply, induding the name of the issuing agency, whether the permit has been applied for (and if so, the date of the application), whether the application was approved or denied and the date of same, and the number of the application' or permit: None. 9. Nature of the existing shoreline. Describe type of shoreline, such as stream, lake, marsh, flood plain, floodway, delta; type of beach, such as erosion, high bank, low bank, or dike; material such - — - as.sand7gravel, -mud, clay, rock, riprap;-and extent and-type of bulkheading, if any (to be completed - - by local official): River - High bank contains 100 -year flood. Improvements proposed are outside floodway and floodplain. 10. In the event that any of the proposed builidngs or structures will exceed a height of thirty -five feet above the average grade level, indicate the approximate location of and number of residential units existing and potential, that will have an obstructed view (to be completed by local official): Not applicable. • • SHORELINE SUBSTANTIAIC EVELOPMENT APPLICATION c Page .3 11. If the application involves a Conditional Use or Variance, set forth in full that portion of the Master Program which provides that the proposed use may be a Conditional Use or, in the case of a Variance, from which the variance is being sought (to be completed by local official): The application does not involve a conditional use or variance 12. Give a brief narrative description of the general nature of the improvements and land use within one thousand (1,000) feet in all directions from.the development site: Principal arterial roadway and utility corridor with improvements being made within public right-of-way, adjacent to heavy industrial property, King County Oroperty,,and the King County Airport. Some smaller husinesses also.exist adjacent to the roadway. . _ _ ,1602 OUTFALL NOT FOOK1 - DOMED Iiw nr MIP LE 15.. I; ia21 x i 1 221/! 163 j 113 'x[1({1 x ■ `�25 • 20 10 35 +00 36 +00 PUBLIC WORKS DEPT. - ENGINCCRZNG- STREETS - LATER- SEWER- 37 +00 5T .e6. �.1 V01• NOT FOR CONSTRUCTION 38+00 39 +00 40 +00 0 PseEeDSEee Isseclet.s Consul Cyb.. t. Ise tm. • • 76011MMTFI6i (6 2. 00 (N0) Non q m -t.1• EAST MARGINAL WAY WATERMAIN REPLACEMENT PLAN AND PROFILE STA 0 +00 TO STA 6 +70 (0 5060 •..Rb.5 J • INBINdoianaa MANN/0'400 • Z tinr 03A1303ki E7 JwAl11�� /NEfll GRAPHIC SCALE (EMI) t WI. MI w 1 40 +00 41 +00 42 +00 PRELIMINARY -NOT FOR CONSTRUCTION 43 +00 1 44 +00 44 +60 PUBLIC WORKS DEPT. — ENGINEERING- 371bEETS— VATER— SEVER- by r•t• I1EHP ►I....Y.s C �od•t •• sulultl.( Coalman+. Is•. 47Q4s0. s4 *FM (••q EAST MARGINAL WAY WATERMAIN REPLACEMENT PLAN AND PROFILE STA 40 +00 TO STA 44+60 ate fa .s scats boa GRAPHIC SCALE ( 21., 1 IInk R It IL 1.1 CILIWARRIO4 RIVEN IL ILJ--1 IL It - -25.. 3 15 _, _ • , MEW MAT R MANI 10 a i t- PRELIMINARY! NOT FOR CONSTRUCTION 49 +00 49 +30 44 +60 46 +00 _I j EAST MARGINAL WAY WATERMAIN REPLACEMENT — ENGINEERING— STREETS — WATER— SEVER- PLAN AND PROFILE STA 44 +60 TO STA 49+30 !4 ro Seel* dote GRAPHIC SCALE ( Mt ) Ibob -w R. aJWAN UH AV� U 2 203 2C. •sra• Near SRN =ATTU. _o3Ro. 1 Vic ROME t R6PIAEE , CONM Oo C 20.1 . 52 +00 PUBLIC WORKS DEPT. - ENCINCCRINGi- STREETS - WATER- SEWER- wn.UIue= rym«..Ina. o100t. t..Rl. OM) •n -rou PRELIMINARY -- NOT -FOR- CONSTRUCTION 53 +00 i 1 1 54 +00 54 +40 EAST MARGINAL WAY WATERMAIN REPLACEMENT PLAN AND PROFILE STA 49 +30 TO STA 54 +40 r ro 1.0. T[Iln. mGart srsiol nut MI 3 ��� ■ ! # WA ' I N - _ Mme,• V� X ,O_ h- - 554 t'.0' S. . MX 3/e 25 1- HNJS* GRAPHIC SCALE x i m 1 W 1W- l lta.n w ! 1 3 k i NEW WATER WAN NaPrRo�uMsi�a 54 +50 55 +00 55 +50 3 +00 4 +00 5 +00 6 +00 PUBLIC WORKS DEPT. — ENGINEERING — STREETS —V *TER— SEVER- EAST MARGINAL WAY WATERMAIN REPLACEMENT PLAN AND PROFILE STA 0+00 TO STA 6 +70 ao to eeaasrsas eae se scale slate r EXISTING VEGETATION 20 15— 10— 5— 0— —5 — DUWAMISH RIVER \--EXIST. GROUND LINE v QRDINARY HIGH WATER Assn .g a ..0.e1.1`:: c�ulloer .a*, mo. wo aoa 7>s! 013132 1100 m11D. a Meer aeei e17-11011 40' RIVER ENVIRONMENT 60' — 0 - -5 LOW IMPACT ENVIRONMENT EAST MARGINAL WAY SOUTH 7p 10 10 40 I I M ( IN PENT ) 1 inch = 20 tL hertz. 1 Inch - 10 8 mrt. TYPICAL SECTION VICINITY OF STA. 44 +00 TO 49 +00 SECTION D EXISTING VEGETATION 25 - 20 - 15- 10- 5- 0- -5 - DUWAMISH cV RIVER / ORDINARY HIGH WATER 1 � 1 SO. 115TH STREET 40' 60' RIVER ENVIRONMENT LOW IMPACT ENVIRONMENT EXIST. GROUND. LINE —25 -20 -15 -10 - 5 0 -5 m m ( IN FZET ) 1 inch - 20 ft. horn. 1 inch - 10 R Tort Plosaming . ID ,.d .m. ice+ 020111410. a MSS (0001 167 -1014 SOUTH 115TH STREET TYPICAL SECTION VICINITY OF STA. 35 +00 TO 54 +00 SECTION A J EXISTING VEGETATION DUWAMISH r RNER / /ORDINARY HIGH WATER - / 40' �IST. GROUND LINE 60' RIVER ENVIRONMENT LOW IMPACT ENVIRONMENT m 0 10 m 20 -15 -10 - 5 - 0 - -5 (IIt MIT ) 1 inch - 20 ft. harts. 1 Inch — 10 !t cart. ,ss �7� soon som see 10i11.,m. w* ..on (ses) 010?-11014 EAST MARGINAL WAY SOUTH TYPICAL SECTION VICINITY OF STA. 36 +00 TO 40 +00 SECTION B J EXISTING VEGETATION 20 — 15— 10— 5— 0— EAST MARGINAL WAY SOUTH d 3 DUWAMISH RIVER / ORDINARY HIGH WATER 40' EXIST. GROUND UNE 60' RIVER ENVIRONMENT LOW IMPACT ENVIRONMENT — 20 — 15 —10 — 5 — 0 10 40 (III /UT ) 1 Inch - 20 ft. harts. 1 Inch — 10 !L tart LOW 1101410311100 .mat >> In wI °• NO reoa .oea aw =-.014 EAST MARGINAL WAY SOUTH TYPICAL SECTION VICINITY OF STA. 40 +00 TO 44 +00 SECTION C / 1;c STS 10625 MAIIIMIWAL WAY SO. Claft- 1, ,r y . STA 26 +17.32 STA 180 +85.' (BAR) nik a -a- ,. R[CEIV10 MT PUBLIC WORKS DEPT. - ENGINEERING - STREETS - WATER- SEVER- 0 e, date oroJ •so dAJ nod se larassriss EAST MARGINAL WAY WATERMAIN REPLACEMENT PLAN AND PROFILE STA 23+50 TO STA 39 +00 •o Sate r•mians date 0' GRAPHIC SCALE OYWAMON MIRI (P rill ) ►N.1. R ' L jig: 4 �L ig: a 5 TED G 9 \ 'rtl C ttt6." ATSOMT[D PIOQ16 1�V11 tMM UfIPNRS 20 10 a MM MAIN . -J PRELIMINARY NOT -FOR CONSTRUCTION; I 00 1 PUBLIC WORKS DEPT. - ENGINEERING- STREETS - WATER- SEVER - PARKS- BLIILDING- P.nA.11•e I..ocI.t.. C.n.wltln. [nalo..r.. Inc.. /5e METH WAZIT tOUTN IVTTT cnn IfIH10.11m, .A Nan 1.5.1 .tl -mI. +00 EAST MARGINAL WAY WATERMAIN REPLACEMENT PLAN AND PROFILE STA 39 +00 TO STA 44+50 neci tel ..w-sm. U 3 041 5.1SIASJ 11. 0S+OS VIS 01 0S-1.10 VIS 31140dd ONY NVid 1N3N133V1d321 NIVN42131VM AVM 1VNI9dVIN 1SV3 33.-10S 000 n TA mem= ""a -anz •a----2""a z• rn.sto, nmloonny as Susft..m. sonnmrs■ gtOS I itOg. nnaisrio3 ,AEIVNI„ .1A1113ci 00+6, I Iii —1; ' 1 I 1 I 1 – ---- ----- 1---- I 1111 ! 1 I i I I • • • -1' - - i - • i • ii 1 - 1 i .......,,, I 1 ; ..... 1 • I • • 1 , . I 1 i ■ I I I r I I 00+910 VZOINU *du IL1S0•1 1713=LLSINI ION VOA 01.AV 5.30. 370.10S 111116 11013.1111403 --n417+3 jefrai4 ION ▪ WY- 14.4 ▪ to.0 n apap *ay 'vamp 0 oo+L4, 1- am, "Tr, irs' AVM IVPAMIWV4 AIME -0.3,)3S-031Von-S.1.3301S-01417,133r410143- LcIaa SNIOM r_ ' •10 rIAMMIII". MP • •• OMEN .s* 1..1.11111°11 4111MINIMINIPINL es •1*.' =VOW M. 1 r I OS ••‘Al 4 6 -— J2E as_ as- -4 4."‘ I.` -• St MVOS 111+111 VAS 00+9, 4b, oo+gt os4, ' • f • • . -3-- 1 O \c! 0 0 i iii li I MI I' n nr0 -11 0 la /-M1Le2 0 --as.z■-2-;5 4" .1. 40,...„111mwe IMMSNI 5=piara-cvoir SS .Z. --- t 11 ea 1.1 1 UM ) 01001 1.101111105-111 n .00,0333J 31V3S 31HdYU( • 33003 300310 33500 13.03 ‘1' 5 .12 ; 3 3L3- , r T.23N. R4E. W.M. UDIXVILLa GREENBAUM HOME FURNISHINGS LEGEND 40 -FOOT RIVER ENVIORNMENT 60 -FOOT RIVER ENVIORNMENT MEAN HIGH WATER 100 YEAR FLOOD PLAN MEAN LOW WATER 0CNE ENE AND PRTET� CLEARING & GRUBBING OMITS WETLAND AREA x x FENCE DITCH NOTES 1. THE 100 YEAR FLOOD PLAN IS DELINEATED FROM FEMA FLOOD INSURANCE RATE MAP No> 53033L0326D. 2. THE MEAN HIGH WATER IS OEUNEATED FROM 9000 do p ELEVATION FROM THE GREEN RIVER BASIN PROGRAM o FLOOD ELEVATION PROFILES. N W Z J S U STALE FED. NO PROD. OES010 09. D GOWN 05/94 E0100ED 01. 1. Si(0(11 0!/94 WASH C$EC[ED It•. W /9. 1910.1 ELCA S L. CKRii .100 NUUOER DST. .,w 9 D PNDERSC•I BATE DATE REVISION I BY CONTRACT NO PROGRAM DEVELOPMENT DMSION Washington State TV Department of Transportation en PARSONS BRWCKERHOFF GRADING PLAN BEGIN BIKE TRAIL TO STA. 28+ hi ND P\ DOI\+SDOT\LtaIPTLNOS\P.i\N&PPSn WD G1 00 ,a SEE Lt 5 T.23N. R4E. W.M. 4MC3V/OL a W JW LEGEND 40 -FOOT RIVER ENVIORNMENT 60 -FOOT RIVER ENVIORNMENT MEIN HIGH WATER 100 YEAR FLOOD PLAN MEAN LOW WATER PROTECTIVE FENCE AND CLEARING & GRUBBING LIMITS WETLAND 'AREA > x FENCE DITCH. NOTES; 1. THE 100 YEAR FLOOD PLAN IS DELINEATED FROM FEMA FLOOD INSURANCE RATE MAP LJO> 53033103260. 2. THE MEAN HIGH WATER IS DEUNEATED FROM 9000 cfs ELEVATION FROM THE GREEN RIVER BASIN PROGRAM FLOOD ELEVATION PROFILES. Y4 _____ - ! - _ . @ B. T ..- - CLEARING :RING 60 -0807 RIVER m /. ENVIORNM i EOMORN RNER rc .. \ i ' — ENVIORNMENT ��� �•� ! N ;.-- n 7-,00 YEAR FLOOD PUN_ • %._._ • 0E5CN80 B.. 0 0x06 CN0(800 07. i. 5%E8898 CMEC4CD Bc 05/94 05/99 DD UWQM@II E;IDW 12 5TA1E, FED. ND PRO). NO .ASH 05/44 PBDI. [YA. 5 L MP[rt JOB NUMBER W5,. w. 9. D 4.5550Sb+ OA,E 0(L NO PV00n osoor\<121PZ \u95 \P�i�AUPPW 0A: 040E REVISION BP 0010(07 NO 4 20 -, o aD 40 SCALE W FEET PROGRAM DEVELOPMENT DMSION Washington State T Department of Transportation G2 BD PARSONS IIIIBRNIMERHOFF GRADING PLAN STA. 28 +00 TO STA. 32 +00 sdf 56E [.2 ....... T.23N. R4E. W.M. 4UaVoaa __ - - -- - I I ! I I! i _ � 16J5 p I 9 SR 5 I I 60 -FOOT RIVER /ENNORNUENT i I I_0 40 -FOOT RIVER I - - = __ .. _ __ _ - _a __ -- _ ___ _.. ___17__ _ -._ J6-�� . �— — CLEARING & GRUBBING _ '-- - - - --' - - - -_. _ __ IIIIIIIIIIIIIIIIIIIIIIIIIIIII--- .1. • MEAN HIGH WATER DM airtIO@DO EnllgE 0 20 40 SCALE m FEET LEGEND 40 -FOOT RIVER ENVIORNMENT 60 -9000 RIVER ENVIORNMENT MEAN HIGH WATER 100 YEAR FLOOD PLAN MEAN LOW WATER WETLAND BUFFER LINE AND PROTECTIVE FENCE CLEARING & GRUBBING LIMBS WETLAND AREA x x FENCE DITCH NOTES* 1. THE 100 YEAR ROOD PLAN 15 DELINEATED FROM FDA ROOD INSURANCE RATE MAP No> 53033L03260. 2. THE MEAN HIGH WATER 15 DELINEATED FROM 9000 cfs ELEVATION FROM THE GREEN RIVER BASIN PROGRAM ROOD ELEVATION PROFILES. n 2 J STATE FED. ND PROD. NO MS!].EO 0•. D GD30.. DO /9. E+.TE.EO BT T S.E...T C.ECAED En. G] /9. CS /9. WASH ..GI OCR S L. EVE.ETT JO8 NUMBER DST w^u . G •acc•scN S DATE 000 uO a \xn,.sx1\..2..Ts-os. >.' Ay..OU C.G DATE REVISION BY GNTRACT NO PROGRAM DEVELOPMENT DMSION Washington State T Department of Transportation G3 EgPARSONS BRNNCKERHOFF GRADING PLAN STA. 32 +00 TO STA. 37 +00 sow or SHEETS see I. 5 T.23N. R4E. W.M. uumwma 60 —FOOT ENNORW ENT 0 4 20 40 SCALE IN FEET LEGEND 40 —FOOT RIVER ENVIORNMENT. 60 —FOOT RIVER ENVIORNMENT IAEAN HIGH WATER 100 YEAR FL000 PLAN YEA! LOW WATER WETLAND BUFFER UNE AND PROTECTIVE FENCE • CLEARING & GRUBBING UUITS ■ MD. WETLAND AREA x x FENCE Y DITCH NOTES: 1. THE 100 YEAR FLOOD PLAN IS DELINEATED FROM FEUA FLOOD INSURANCE RATE NAP No> 5303310326D. 2. THE MEAN HIGH WATER IS DEUNEATED FROM 9000 cfs ELEVATION FROM THE GREEN RIVER BASIN PROGRAM FLOOD ELEVATION PROFILES. STATE FED. N0 PROJ. NO vas DEY CD 5, 0 410.0, C! /9. W'C0© 137: C>EC0ED Cr 05/5. C, /9. 800J EKA. 5 E Eh0t:1 W956 JOB NUMBER 050 UY 0 0 .n0Ce5C• -ONTRACT N0, DATE TAE NO 80001\KOO:\411t02\L 10 011�A�e80K.0.O DATE REVISION BT PROGRAM DEVELOPMENT DMSION — Washington State T Deportment of Transportation G4 OD PARSONS BRNCKERHOFF GRADING PLAN STA. 37 +00 TO STA. 41+00 5 GE L4 5 J4" T.23N. R4E. W.M. 4NJ[MV/011,la DUDV/Qao @a Qaega 0 20 40 SOLE W FEET • LEGEND 40 —FOOT RNER ENVIORNMENT 60 —FOOT RNER ENIORNMENT MEAN HIGH WATER 100 YEAR FL000 PLAN MEAN LOW WATER WETLANfUNCE NE AND PROTECTIVE CLEARING It GRUBBING LIMITS WETLAND AREA 0 FENCE DITCH 1. � 100 YEAR FLOOD PLAN I5. DELINEATED FROM FEMA FLOOD INSURANCE RATE MAP No> 530331.03260. 2. THE MEAN HIGH WATER 15 DELINEATED FROM 9000 Ns ELEVATION FROM THE GREEN RNER BASIN PROGRAM FLOOD ELEVATION PROFILES. DE9 0ED E+' 0 00DDx 05/9a 1010010 D.: 1 01(0■01 01001(0 Era C5/9a P031 0100 5 L. CARC11 D61. *00 o. 0 0(011000 DATE Mt W P;\ 001 \.W01\at21P2\LSSIVI1\N4P1W.Ca0 DATE STATE FED. ND PROD. NO JOB NUMBER 273NTRACT NO viS PROGRAM DEVELOPMENT DMSION — Washington State 7 Department of Transportation as B. PARSONS ELT INUNCKERHOFF GRADING PLAN STA. 41+00 TO STA 45 +00 SEE LS a t 9 T.23N. R4E. W.M. ■ 1r` i /1 1 ■ r'�, gi y n\ ■ ' 1 1 �; 7 1 W ■ % \ 11 1i ' 1 CLEARING K GRUBBING / , 1` 60 —FOOT RIVER 4.4 \ \ ENVIO DENT / = — = .. , Or, 07 0) TRW • tra 40 —FOOT RIVER \ 1 ENNORNUENi I � — — .BANKPROiECDON v I — OIY 1/R GIOWgE ■ N FEET LEGEND .. 40 –FOOT RIVER ENVIORNMENT' 60 –FOOT RIVER ENVIORNMENT — MEAN HIGH WATER 100 YEAR FLOOD. PLAN MEAN LOW WATER PROTECTIVE UFENCE NE AND • CLEARING & GRUBBING LOADS .m. -\ WETLAND AREA z z FENCE DITCH 1. THE 100 YEAR FLOOD PLAN 15 OEIJNEATED FROM FEMA FLOOD INSURANCE RATE MAP No> 53033L0326D. 2. THE MEAN HIGH WATER IS DELINEATED FROM 9000 cis ELEVATION FROM THE GREEN RIVER BASIN PROGRAM FLOOD ELEVATION PROFILES. STATE FED. AID PROJ. NO 06.*Qa er. 0. 0000n 05/9* (07(030 8!: i3i(PA9i CHED,r0 81. 05/94 05/9. RASH 0007 070. 5. 1. MOOT 05.. JOB NUMBER ■OM It 0. U.OLPSOM DATE DATE REVISION :ONTRACT NO Br PROGRAM DEVELOPMENT DMSION na \Dm\ *S50il4121P1U0S\OL�ANPP0U 0*0 Washington State T Department of Transportation G6 EPARSONS BRIVCKERNOFF RRP GRADING PLAN STA. 45 +00 TO END OF BIKE TRAIL Rm. LG 5 T.23N. R4E. W.M. • 70 eREMOVA8IE BOLLARDS PLANT MATERIALS LEGEND SYMBOL BOTANICAL NAPE /C04NON NAME OACER RUBRUM 'SCARLET SENTINEL• /RID MAPLE OFRAnN1S IATIFOW /OREGON ASH PSEUDOTSUGA MENOESR /DOWI+IS FIR THUJA PUCATA/N'ESTERN RED CEDAR ;!:V FOREST -SHRUB ZONE 74,:40; MIELNIEHIER LAERTS/WESTERN SERNCEBERRY MALUS FUSCA/WESTERN CRABAPPLE RIBE5 SMAGU1NEUM /RED FLOWERING CURRANT RUBUS SPECTABILS /SAUIONBERRY 5AIJX SCOULERMNA/SCOULER WILLOW SMIBUCUS RACEUOSA/RED ELDERBERRY A\\ CORMI5SSERICEA/REDTWIG 000NOOD RUBUS PARAFLORUS/TMUOLEBERRY 5AUX •TRENACO' /STREAMCO WILLOW EROSION CONTROL SEEDING • PARTHENOCISSUS TMCUSPIDATA /BOSTON NY PLANTING NOTES 1. SEE PLANT MATERIALS UST ON SHEET L7 FOR TOTAL PLANT OUANTR1E5 ARO REOUIREMENTS. 2. FOR PLANTING DETAILS. SEE SHEET L7. O 0 • 3. FOR PLANT MATERUIL SPECIFICATIONS AND SPACING. CO SEE PLANT M W ALL ATERS UST: TOTAL L SHEETS. ON SHEET 1.7. N 4. FOR EROSION CONTROL. SEEDING AND PLANTING. MATERWS W AND EXECUTION, SEE SPECF1CATIONS AND SPECIAL PROVISIONS. J 5. THE CONTRACTOR $HALL RENEW THE PLANS. LANDSCAPE CONST UCT AND ESTIMATE TO INSURE THAT LANDSCAPE _ = CONSTRUCTION S CO SITE WITH MGNWAY CONSTRUCTION ANTI SITE GRADING WORK 6. FOOFOUG6 AREAS TO BE OPERATIONS. PLANTED AND THAT CORARE NOT SHALL CLEAN THE FOLLOWING WEED DIMES: 1) MI14.417 N - -- BLACKBERRY: 2) SCOTS BROOM; 3) JAPANESE KNOTWEED, 4) MORNING GLORY; AND 5) REED CANARYGRASS. 7. EXISTING TREES TD REMAIN ARE SHOWN ON PLANTING PLANS. THE CONTRACTOR SHALL PROTECT DOTING TREES TO REMAIN OuRNG LANDSCAPE CONSTRUCTION OPERATIONS. ER051014 CONTR01. SEEDING 11 ACER RUBRUM 'SCARLET SENTINEL' 20 1-1-1 4 O 20 40 SCALE IN FEET B. THE CONTRACTOR SHALL NOT ENCROACH UPON EXIS1N0 WETUND5 WRING LANDSCAPE CONSTRUCTION OPERATIONS. 9. THE CONTRACTOR SHALL INSTALL EROSION CONTROL BLANKET ON ALL SLOPES 2 1/2 : 1 OR S■LLPER. 10. THE CONTRACTOR SHALL STAKE LOCATION OF IN0NDUALLY SHOWN TREES AND SHRUBS: AND SHALL STAKE. SET OuT AN1)/0R OUTUNE MASSES OF ALL SHRUBS AND GROUND COVERS FOR APPROVL MID /OR ADJUSTMENT BY ENGINEER. FELD ADJUSTMENTS OF PLANT LAYOUT TO NEST SITE CONDITIONS ARE ANTICIPATED. 11. THE CONTRACTOR SHALL ADJUST LOCATIONS OF PUNT %ATERAS TO AV010 CONFUCT WITH EXISTING PUNT WTFRWS TO RETAIN. AND TWIN OVERHEAD AND UNDERGROUND UTILITY UNES AND EQUIPMENT. 12. THE CONTRACTOR SHALL APPLY EROSION CONTROL SEED MIX TO ALL ARG5 DSTURBED BY CONTRUCTION ON THIS SHEET. ammultall (212Trira■li NIX ST STATE FED. NO PROD. NO '' ' DI51G TD BY u L SuwD(YNn C5/94 ONTERED BY u L 5u.+DOLh, aux-K.D 8Y. v J *55T 05/94 00/94 WASH PRO.1 LYCR 5 1. 6138011 JOB NUMBER DIST AD4 R p ANDERSON DATE DATE REVISION r.ONTRACT 440 87 PROGRAM DEVELOPMENT DMSION Woshington State TDeportment of Transportation L1 PARSONS 00BORN PACIFIC GROUP INC. OD BRNfCKERHOFF PLANTING PLAN BEGIN BIKE TRAIL TO STA. 28 +00 or FILL NO. P.\ 001 N R500T\4121P2\1N05\PLTIOANPD400S T.23N. R4E. W.M. VUOMOIIL DESIGNER 81 N I. SA NTSYN 1 61/66 ENTERED BY u L SLRYDOLNM CRICKED ET. N J K5T PROT. ENGR. s. L LVEXEIT 05 /w 05/RA DIP. ADM R R ANDERSON DATE DATE REVISION 80 INYTAANn SISIIS nl\HXfl XmnttXDWO oDNA7&E11:1@ l EDW E 0 4 0 20 SCALE IN FEET SIAN 13, 0:111111.1t 110. ST PLANT MATERIALS LEGEND SYMBOL BOTANICAL NAME/COMMON NAME OACER OFRAANUS ROBRUM 'SCARLET SFMNEL•/RED MAPLE !ATIPOW /OREGON ASH d1■ PSEUDOTSUCA MENDESII /DOUGLAS FIR I • 1€ THAN PUCATA/MESTERN RED CEDAR FDRESr -564606 ZONE 1-:, .... :* AMEIANOCER�N SERVICEBERRY MALUS CRABAPPLE RIBES SANGUNEUM /RED FLOWERING CURRANT RUBU5 SPECTABIL.S /SHIAONBERRY 5ALM SCOULERW1A /SCOUTER WILLOW SAMBUCUS RACEMOSA/RED ELDEN:ERRE 1 CORNUS SEPoCEA/RmiAAG DOCWD00 RUBUS PARVIFLORUS/THIMBLEBERRY 5AUX STREAMCO• /$TRFAYCO WILLOW EROSION CONTROL SEEDING • PARINEN0C15SU5 TRICUSPRMTA /BOSTON NY PLANTING NOTES 1. SEE PUNT MATERLMS LIST ON 5HEET 1.7 FOR TOTAL PLANT QUANTITIES AND REOUREMENTS. 2. FOR PLANTING DETAILS. SEE SHEET L7. 3. FOR PLANT MATERIAL SPECOICAT10NS AND SPACING. SEE "PLANT MATERIALS UST: T0TA.L ALL SHEETS'. ON SHEET 1.7. 4. FOR EROSION CONTROL. SEEDING AND PLANTING. MATERIALS AND EXECUTION. SEE SPECIFICATIONS AND SPECIAL PROVISIONS. 5. THE CONTRACTOR SHALL RENEW THE PLANS. SPECIAL PROVISIONS ANO ESTIMATE TO INSURE THAT LANDSCAPE CONSTRUCTION 15 COORDINATED WITH HIGHWAY CONSTRUCTION AND SITE GRADING WORK. 6. FOR AREAS TO BE PLANTED AND THAT ARE NOT CLEARED THROUGH GRADING OPERATIONS. 714E CONTRACTOR SWILL CLEAR THE FOLI.OMING WEED SPECIES: 1) HIMALAYAN BLACKBERRY: 2) SCOTS BROOM: 3) JAPANESE KNOTWEED: 4) MORNING GLORY: AND 5) REED CANARTGRASS. DOSING TREES TO REMAIN ARE SHOWN ON PLANTING PLANS. THE CONTRACTOR SHALL PROTECT DUSTING TREES TO REMAIN DURING LANDSCAPE CONSTRUCTION OPERATIONS. 0. THE CONTRACTOR SHALL NOT ENCROACH UPON EXISTING WETLANDS DURING LANDSCAPE CONSTRUCTION OPERATIONS THE CONTRACTOR SHALL INSTALL EROSION CONTROL BLANKET ON ALL SLOPES 2 1/2 : 1 OR STEEPER. 1D. THE CONTRACTOR SNAIL STAKE LOCATION OF INDMOUALLY SHOWN TREES AND SHRUBS: AND SHALL STAKE. SET OUT AND /0R OUTLINE MASSES OF ALL SHRUBS AND GROUND COVERS FOR APPROVAL AND /OR ADJUSTMENT BY ENGINEER. rap ADJUSTMENTS OF PLAIT LAYOUT TO MEET SITE CONDITIONS ARE ANTICIPATED. 11. THE CONTRACTOR SHALL ADJUST LOCATIONS OF PLANT WTERUS TO AVOID CONVICT WITH EXISTING PLANT MATERIALS TO REMAIN. AND WITH OVERHEAD AND UNDERGROUND UDUTF LINES AND EQUIPMENT. 12. THE CONTRACTOR SAIL APPLY EROSION CONTROL SEED 411X TO ALL AREAS DISTURBED Br CONIRUCTION ON T145 SHEET. STATE WASH FED. AID PROD. N0, e�1 JOBSAIMEIER MNTRACT NO ar PROGRAM DEVELOPMENT DIVISION — Washington Stote 7 Deportment of Tronsportotion L2 PARSONS OSBORN PACIFIC GROUP INC. 1.21 41“011 BRNCXERROFf ..,,ILIA. PLANTING PLAN STA. 28 +00 TO STA. 32 +00 601 SEe GLi? PLOTTING DATE 04/19/04 T.23N. R4E. W.M. 40aCZoaa -r -2635 — SCRUB –SHRUB ZONE, 220 CORNUS SERICEA 168 RUBUS PNMFLORUS 16B 50118 SPP. SR 5 PARINENOCISSUS TRICLSPIDATA (PLANTED 10' O.C. ALONG NOISE WALL PLANTING STRIP) www IMF \\ \ Sti1A \ \ PU 7&IND@ N1 120W112 w 20 0 o zD SCALE IN FEET VAN Or 41.10CMC 031•111:37 1601■19•111 01.‘00. PPI730,13 0. 377 PLANT MATERIALS LEGEND SY8901. BOTANICAL NAME /COMMON NAME OACER RUBRUII 'SCARLET SENTINEL'/RED MAPLE C} FRA7UNU5 LATIFOUA/ORECON ASH TL7 T17 PSEUDOTSUGA MENZIESII /DOUGLAS FIR THUJA PUCATA/WESTERN RED CEDAR •mil FOREST ZONE -5HR88 AMELANCHIER LAEV15/WE5TERN SER0CEBERRY LULUS FUSCA/W£STERN CRABAPPLE RIBES SNIGUNEUM/RED FLOWERING CURRANT RUBUS SPECTABIL5 /SALMONBERRY 5AL18 SCOULERUNA/SCOULER WILLOW SAJBUCUS RACEMOSA/RED ELDERBERRY SCRUB–SHRUB ZONE •% \ CORNUS SERICEA/REDTWIG D08W000 RUBU5 PARVIFIORLS/1HIMBLEBERRY SAM 'STREAMCO' /SIREMACO WILLOW I. i EROSION CONTROL SEEDING • PARTHENOCISSUS TRICUSPIOATA/805TON IVY PLANTING NOTES 1. SEE PUNT IJATERIOS UST ON SHEET 17 FOR TOTAL PLANT OUANTITIE5 AND REOUIRE%ENTS. 2. FOR PLANTING DETAILS. SEE SHEET L7. p 3. FOR PLANT MATERIAL SPECIFICATIONS AND SPACING. + SEE PLANT MATERIALS L57: TOTAL ALL SHEETS". ON SHEET 17. N M) 4. FOR EROSION CONTROL. SEEDING AND PLANTING. WTERUIS W AND E0ECUTION, SEE SPECIFICATIONS AND SPECIAL P800540N5 Z 5. THE CONTRACTOR SHALL REVIEW THE PLANS. SPECIAL J PROVISIONS A140 E5INATE 10 INSURE THAT LANDSCAPE = CONSTRUCTION 5 COORDINATED *151 HIGHWAY U CONSTRUCTION A110 5ITE GRADING WORK. 6. FOR AREAS TO BE PLANTED AND THAT ARE NOT CLEARED THROUGH GRADING OPERATIONS. THE CONTRACTOR SHALL CLEAR THE FOLLOWING WEED SPECIES: 1) HIMALAYAN BLACKBERRY; 2) SCOTS BROW; 3) JAPANESE KNOTWEED; 4) MORNING GLORY: AND 5) REED CANARYGRA55. 7. EXISTING TREES TO REMNN ARE SHOWN ON PLANTING PLANS. THE CONTRACTOR SHALL PROTECT EXIST1NG 1146E5 TO REMAIN DURING UND5C0PE CONSTRUCTION OPERATIONS. 8. THE CONTRACTOR SHALL NOT ENCROACH UPON E015TING • WETLANDS DURNG LANDSCAPE CONSTRUCTION OPERATIONS. 9. THE CONTRACTOR SHALL INSTALL EROSION CONTROL BLANKET ON ALL SLOPES 2 1/2 : 1 OR STEEPER. 10. THE CONTRACTOR SHALL STARE LOCATION OF INDIVIDUALLY SHOWN TREES AND SHRUBS: AND SHALL 5TAIYE. SET OUT AND /0R OUTLINE %ASSES OF ALL SHRUBS AND GROUND COYERS FOR APPROVAL AND /OR ADJUST9ENT BY ENGINEER. FIELD ADIUST%ENTS OF PLANT LAYOUT TO 4EE1 SITE CONDITIONS ARE ANTICIPATED. 11. 111E CONTRACTOR SHALL ADJUST LOCATIONS OF PLANT 4AIERAI.S TO AVOID CONFLICT WITH EXISTING PLANT MATERIALS TO RE %AN. AND VAN OVERHEAD AND UNDERGROUND UTILITY LINES AND EOUIPMENT. 12. THE CONTRACTOR S14LLL APPLY EROSION CONTROL SEED um TO AL AREAS DISTURBED BY CONTRUCTION ON MI5 SHEET. STATE FED. AD PROD. NO DESIGNED BY . L 509ADOL9A 1 55/94 1]:RO© BY v L $11070 N. I 05/94 OILLICFD RT N M.S1 05/94 PRO1 ENGR 5 LEVERET: wA41 JOB NUMBER DDT A064 R R ANDERSON :0NIRACT NO DATE DATE REVISION BY PROGRAM DEVELOPMENT DIVISION Washington State T Deportment of Transportation L3 PARSONS OSBORNN PACIFIC GROUP INC. BRIIICKERROFF >v 703 .;:112.1.4-,.. PLANTING PLAN STA. 32 +00 TO STA. 37 +00 cs F9L NO P \DOT\ 9$D9YI.,.,PAL N05\PL1\ A9.19.01.10.4 see 63 T.23N. R4E. W.M. FOREST -SHRUB ZONE 20 AMEIANCHIER LAE0IS 14 LULUS FUSCA 27 RIBES SANGUINEU4 27 RUBUS SPECTABIUS 27 SALA SCOULERIA A 20 SAABLCUS RACEUOSA SCRUB -SHRUB ZONE: 68 CORNUS 5ERICEA 50 RUBUS PARNFLORU5 50 SALA SPP. PLANT MATERIALS LEGEND SYMBOL BOTANICAL NAME/CO/410N NAME OACER RU8RU4 'SCARLET SENRNEL'/RED MAPLE 0 FRAXINUS LATIFOUA /OREGON A5N dI• PSEUDOISUGA 9ENDE511/D000LA0 FIR THUJA PUCATA /WFS1ERN RED CEDAR FOREST -SHRUB 203E AME.ANCHIER LAEV15/wESTERN SERVICEBERRY 4ALUS FUSCA/WESTERN CRABAPPLE RIBES S NGUINEU4/RED FLOWERING CURRANT RUBUS SPECTABIUS /SALMONBERRY SAtlx SCWIERIANA /SCOULER +IUOM SAMBUCUS RACEMO54/RED ELDERBERRY )\\\ I CORNUSSHRSERCEA /RE0Tw1C DOGWOOD RUBUS PAiMRDRUS/THIMBLEBERRY SAUX 51REAMCO' /STRE mCO w1LLOw I.1: :1 EROSION CONTROL SEEDING • PARTHENOCISSUS TRICUSPIDATA/BOSTON MY PLANTING NOTES 1. SEE PLANT MATERIALS UST ON 5MEET L7 FOR TOTAL PLANT QUANTITIES AND REOUIREOENT5. 2. FOR PUNTING DETALLS. SEE SHEET L7. 3. FOR PLANT UATERML SPECIFICATIONS AND SPACING. 0 SEE 'PLANT MATERIALS UST: TOTAL ALL SHEETS'. ON SHEET 1.7. 0 + 4. FOR ER0510N CONTROL. SEEDING AND PLANTING. MATERIALS AND E(ECUTION. SEE SPECIFICATIONS AND SPEC4AL P80400065. • W 5. ME CONTRACTOR SHALL REVIEW THE PLANS. SPECIAL. Z PROVISIONS AND ESTIMATE TO INSURE THAT LANDSCAPE 5 CONSTRUCTION 15 COORDINATED •TH HIGHWAY CONSTRUCTION AND 50E GRADING WORK. 6. FOR AREAS TO BE PLANTED AND THAT ARE NOT CLEA4ED THROUGH GRADING OPERATIONS. THE CONTRACTOR SHALL CLEAR THE FOLLOWING WEED SPECIES: 1) HIMALAYAN BLACKBERRY: 2) SCOTS BROOM. 3) JAPANESE KNOTWEED: 4) MORNING GLORY; AND 5) REED CANARYGRASS. 7. EXISTING TREES TO REMAIN ARE SHOWN ON PLANTING PLANS. THE CONTRACTOR SHALL PROTECT EXISTING TREES TO RERAN DURING LANDSCAPE CONSTRUCTION OPERATIONS. DUVinINIONfl NOWNE 0 20 b SCALE IN FEET 8. THE CONTRACTOR SHALL NOT ENCROACH UPON EXISTING wERAND5 DURING LANDSCAPE CONSTRUCTION OPERATIONS. 9. THE CONTRACTOR SHALL 445TALL EROSION CONTROL BLANKET ON ALL SLOPES 2 1/2 : 1 OR STEEPER. 10. THE CONTRACTOR SHALL STAKE LOCATION OF INpNDUALLY 5H0wN TREES AND SHRUBS: AND SHALL STATE SET OUT AND /0R OUTLINE 4055ES OF ALL SHRUBS AND GROUND COV RS FOR APPROVAL AND /OR ADJUSTMENT BY ENGINEER. FIELD ADJUSTMENTS OF PLANT LAYOUT TO MEET SITE CONDITIONS ARE AN0CIPAIED. 11. THE CONTRACTOR SHALL ADJUST LOCATIONS OF PLANT MATERIALS TO AVOID CONFLICT WITH EXISTING PLANT MATERIALS TO RE/MN. AND WITH OVERHEAD AND UNDERGROUND UTILITY LANES AND EQUIPMENT. 12. THE CONTRACTOR SHALL APPLY ERO51ON CONTROL SEED Lox TO ALL AREAS DISTURBED BY CONTRUCTICN ON THIS SHEET. SUIT CO, WILAIPOI OPITSVCAIr 1103. STATE FED. AD PRO!. NO sin WITS DESIGNED BY M L. SlAK70Ua. 05/93 ENTERED BY L SV•ADOIN+ 04/93 080010 BY J PEST 05/93 w*SN PRO1 MDR s 1. O'FRLTT JOB NUMBER DIST. MN R 4 ANDERSON :ONTRACT NO DATE DATE I REVI5.JON 8Y PROGRAM DEVELOPMENT DIVISION Woshington State T Deportment of Transportation L4 PARSONS OSBORNN PACIFIC GROUP INC. BRRICKERNOFF PLANTING PLAN STA. 37+00 TO STA. 41 +00 113E NOP\ DOT0SDOT0121P2 \MOS \PLT A4PPOND05 She &4 T.23N. R4E. W.M. VIBIC Ii 06L1 PUCATA FOREST -SHRUB ZONE 23 AMELANCHIER LAEVIS 15 MAL S MSC* 31 RIBE5 SAIJGUINEUM 31 RUFFS SPECTABUS 31 SAUX SCOULERIANA 23 SAIBUCUS RACEUOSA BUW&IX10010 QawRa 6 MALUS FUSCA 2 TRAM PLICATA 11 FRAXINUS 1ATIF0UA 0 20 40 SCALE IN FEET PLANT MATERIALS LEGEND 5116901 BOTANICAL NAUE/COMUON NAME 000 0() o o 3 • • ACER RUBRUU 'SCARLET SENTINEL'/RED MAPLE FRAXNUS LATIFOJA/OREGON ASH PSEUD015UGA MENZIESII /DOUGLAS FR THUJA PUCATA/WESTERN RED CEDAR TSUCA HETEROPNYLLA/WESTERN HEMLOCK CORXLUS CORNUG /4MZELNUT CRATAEGUS 00UCLASt/81ACK HAWTHORN UALUS FUSCA/WESTERN CRABAPPLE FOREST -SHRUB ZONE ALELANCHER IAENS TERN SERVSCEBERRY RIBES RN CRABAPPLE RUBIES SWGUINEUM /RED FLOWERING CURRANT RUBUS SPECTABUS /S#ERRY 5 SCWLERwu /SCOULEROULER WKLOA' H1X SWBUCUS RACEMOSA/RED ELDERBERRY SCRUB -SHRUB ZONE CORNUS SERICFA /REDTWIG DOGWOOD RUBUS PARNFLORUS/THMBLEBERRY SAU0 STRFAMCO' /STREAUCO WILLOW EROSION CONTROL SEEDING PARTHENOOSSUS TRK:USPIDATA /BOSTON IVY PLANTING NOTES 1. SEE PLANT MATERIALS UST ON SHEET L7 FOR TOTAL PLANT QUANTITIES AND REOURDADOS. 2. FOR PLANTING DETAILS. SEE SHEET L7. 3. FOR PLANT MATERIAL SPECIFICATIONS AND SPACING. SEE ..PLANT MATERIALS LIST: TOTAL ALL SHEETS. ON SHEET 17. FOR EROSION CONTROL SEEDING AND PLANTING. MATERLLLS AND EXECUTION. SEE SPECIFICATIONS AND SPECIAL PROVISIONS 5. THE CONTRACTOR SHALL REVIEW THE PLANS. SPECIAL PROVISIONS AND ESTIMATE TO INSURE THAT LANDSCAPE CONSTRUCTION IS COORDINATED WITH HIGHWAY CONSTRUCTION AND SITE GRADING WORK. 6. FOR AREAS TO BE PLANTED AND THAT ARE NOT CLEARED THROUGH GRADING OPERATIONS. THE CONTRACTOR SHALL CLEAR THE FOLLOWING WEED SPECIES: 1) HIMALAYAN BLACKBERRY; 2) SCOTS 8800m: 3) JAPANESE NNOTWEED: 4) MORNING GLORY; AND 5) REED CANARYGRASS. 7. EXISTING TREES TO MANN ARE SHOWN ON PLANTING PLANS THE CONTRACTOR SHALL PROTECT EXISTING TREES TO REMAIN DURING LANDSCAPE CONSTRUCTION OPERATIONS. 8. THE CONTRACTOR SNAIL NOT ENCROACH UPON EXISTING W£11,w05 WRING LANDSCAPE CONSTRUCTON OPERATIONS. 9. THE CONTRACTOR SHALL INSTALL EROSION CONTROL BLANKET ON ALL SLOPES 2 1/2 : 1 OR STEEPER. 10. THE CONTRACTOR SHALL SLAKE L3CAT1ON OF INONIDUALLY SHOWN TREES AND SHRUBS. AND SHALL STAKE SET OUT AND /OR OUTLINE MASSES OF ALL SHRUBS AND GROUND CARERS FOR APPROVAL AND /0R ADJUSTMENT BY ENGINEER FIELD ADJUSTMENTS OF PLANT LAYOUT TO MEET SITE CONOISONS ARE ANTICIPATED. 11. THE CONTRACTOR 514LL ADJUST LOCATIONS OF PLANT MATERIALS TO AVOID CONFLICT WITH EXISTING PLANT MATERIALS TO REMAIN, AND WITH OVERHEAD AND UNDERGROUND UTIUTY UNES AND EQUIPMENT. 12. THE CONTRACTOR SHALL APPLY EROSION CONTROL SEED MIX TO ALL AREAS 035TURBE0 BY CONTRUCTWN ON THIS SHEET. WAR 0, 0411410•0 We/Y0-06 b STATE FED. AID PROD. N0. OECNW BY: IA L 5u6D0.N91 OS/90 INTERIM BT CNLLTTD BY PRN d0R u 1 sun ADOINW u J NEST 9. L MUTT 05/9. 05/99 JO8 NUMBER DUST. ADM R 11 ANDERSON DATE DATE REV6109 BY DDNTRACT N0. PROGRAM DEVELOPMENT DIVISION v Washington State T Deportment of Transportation L5 �PARSOONNpSA/�F OSBORNN PACIKC GROUP INC. �FNFRrILGI1rtOF form 001 00.0 -19M PLANTING PLAN STA. 41 +00 TO STA. 45 +00 or 1112 NO P\ 00T \WSDOT\4,2lP2\LNO9\RT\M1PPPL055 SEE G6 0 19 T.23N. R4E. W.M. 4Eae/oaQ 8 FRAXNUS unFOLLI REM EROSION CONTROL SEEDING s.Lti::•' ��'� ::�:• •:•i• 4444 FOREST -SHRUB ZONE 19 AMELANCNER LAWS 13 MAUJS R15G 25 RIBES 5440010(09 25 801855 SPECTABRTS 25 SAUX Sc04LERIANA 19 SAMBUCUS RKEM05A SR 5 PLANT MATERIALS LEGEND 011801 BOUMCAL )4NE/COLwON NAME O. OFRODNUS /GER RUBRUM 'SCARLET SENTINEL.'/RED MAPLE .81IFOUA /OREGON ASH =41= P5EUDOT5UGA MENZIESI/DOUG/S FIR •17 4 • TNINA PUCATA/WESIERN RED CEDAR FOREST -SHRUB ZONE 444 4 : IMIELANG8ER IAEYIS/MESTEIRN SERACEBERRY MAULS FU$GMSTEAN CRABAPPLE ROBES SANOUME RED FLOWERING URRANT CURRANT 88015 ALMONS 543* COULEANA/S WILL OW SWBUCUS RACEMOSA/RED E LDERBERRY \\\\ \N CCORNUS S�ERICCEA /REDTWIG DOGWOOD RUBUS PARWLORUS/THIMBIEBEW Y 5A1EX 'STREAMCO' /SORENICO WILLOW EROSION CONTROL SEEDING • PARIHENOCISSUS TRICUSPIOATA/BOSTON NY PLANTING NOTES 1. SEE PLANT MATERIALS UST ON SHEET L7 FOR TOTAL RANT OUANTIRES AND REQUIREMENTS. FOR PLANING DETAILS, SEE SHEET 1.7. 3. FOR PLANT MATERIAL SPECIFICATIONS AND SPACING. SEE 'PLANT MATERIALS 167: TOTAL ALL SHEETS. ON SHEET L7. FOR EROSION CONTROL- SEEDING AND PUNTING. MATERIALS AND EXECUTION. SEE SPECIFICATIONS AND SPECIAL PROVISIONS THE CONTRACTOR SHALL REVIEW THE PLANS. SPECIAL P ROVISIONS AND ESTIMATE TO INSURE THAT UoscAPE CONSTRUCTION 6 COORDINATED WITH HIGHWAY CONSTRUCTION AND SITE GRADING WORK. 6. FOR AREAS TO BE PLANTED AND TWIT ARE NOT CLEARED THROUGH GRADING OPERATIONS, THE CONTRACTOR SHALL CLEAR THE FOLLOWING WEED SPECIES: 1) HIMALAYAN BLACKBERRY: 2) SCOTS BROOM; 3) JAPANESE KNOW/EEO: 4) MORNOIG GLORY; AND 5) REED CANARYGRA0S. EXISTING TREES TO REMAIN ARE SHOWN ON PLANTING P LANS. THE CONTRACTOR SHALL PROTECT (015ING TREES TO RETAIN DURING LANDSCAPE CONSTRUCTION OPERATIONS. 8. THE CONTRACTOR SHALL NOT ENCROACH UPON COSTING WEIAND5 DURING LANDSCAPE CONSTRUCTON OPERATIONS. 9. THE CONTRACTOR SHALL INSTALL EROSION CONTROL BLANKET ON ALL SLOPES 2 1/2 : 1 OR STEEPER 10. THE CONTRACTOR SHAH STAKE LOCATION OF INDIVIDUALLY SHOWN TREES AND 5■90135; AND SHALL STAKE. 5ET OUT AND /OIL OUILNE PASSES OF ALL SHRUBS AND GROUND COVERS FOR APPROVAL AND /OR ADJUST/ENT BY ENGINEER REND ADJUSTMENTS OF PLANT LAYOUT TO MEET SITE CONDITIONS ARE ANTCPATEO. 11. THE CONTRACTOR SHALL ADJUST LOCATIONS OF PLANT HMTERALS TO AVOID CONFUCT WTN DUSTING PLANT MATER005 TO REMAIN. AND WITH OVERHEAD AND UNDERGROUND MUTE UNES AND EQUIPMENT. 12. THE CONTRACTOR SHALL APPLY EROSION CONTROL SEED MIX TO AL AREAS DISTURBED BY CONTRUCTION ON THIS SHEET. F�—ham+ 4 0 20 b SCALE IN FEET 1000000 000117 00100.610. op. MI STATE FED. AID PROD. NO OCAGMID 65: M L SIAPDON. 05/44 DAUM 9Y: N L .••4DOI N0 05/94 WASH CHI= 9T: M. J WEST 05/44 PROI. MGR 3 L 055501T .108 NUMBER MT. ADM 9. 0. ANDES3014 DATE DATE REVISION BY :00198CT NO PROGRAM DEVELOPMENT DIVISION Woshington State WV Deportment of Transportotion 16 an pPAARRS�ONS OSBORN0 PACIFIC GROUP INC. °°"'4"ERNOFF l4mt. VA rut tvN�1W PLANTING PLAN STA. 45 +00 TO END OF BIKE TRAIL sATT 10.0 30 P.\ DOA 0500T\ 412, PZ\NOS \PAT\ AIPPOU IX W GCS rLOmAG DATE 0.1 /10/94 PWIREND VAUNG 1 (1) /12 CALV. WIRE IN BLACK REINFORCED RUBBER HOSE. OR APPROVED TREE TIE MATERIAL NOTE: SUITE TREES 6' IN HEIGHT OR TALLER. PRUNE DEAD, BROKEN OR CROSSING BRANCHES ONLY (I) 2.2 PRESSURE TREATED STAKE. MIS. 8' LENGTH. PLACE UPWARDS OF PREVANNG WINDS. REMOVE TREE FROM CONTAINER. LEAVE BURLAP WRAP INTACT UNTIL ARER PLACEMENT IN HOLE. REMOVE PLASTIC WRAP: FOLD NATURAL BURLAP BACK AND REMOVE WTRE/1W1NE FROM TRUNK. RACE CROWN AT ORIGINAL PUNTING DEPTH S MULCH IN 2' RADIUS AROUND TREE FEATHER DEPTH TO TRUNK. S RAIN BASIN AROUND 815E OF TREE FIN15H GRADE 2 DIAMETER OF ROOT6ALL MIN. SECTION TREE PLANTING & STAKING BACKFILL W/ UNCOUPACTED 511E SOIL AS SPECIFIED. NOTE: PRUNE DEAD OR BROKEN ROOTS. THE E THROUGH ROOTS CIRCUNG BALL SPREAD (-BUTTERFLY) ROOTS ON BARE ROOT & CONTAINERIZED MATERAL. NOT TO SCALE C0RNU5 SERICEA (CS) TYP. SAUK 5TREAMCO' (5S) TYP. RUBUS PARNRORUS (RP) TYP. NOTE: ON- CENTER SPACING NAY VARY BY 305 TO ACHIEVE A NATURALISTIC. IRREGULAR APPEARANCE. TYPICAL SCRUB —SHRUB ZONE PLANTING LAYOUT REPRESENTS TYPICAL 500 50. FT. AREA NOT TO SCALE TREE OR SHRUB S RAIN BASIN AND BERM ON DOWNHILL SIDE r2 SECTION SLOPE PLANTING SLOPE NOTE: SEE TREE PLANTING & STAKING AND SHRUB PLANTING DETAILS FOR 505150NAL INFORMATION. NOT TO SCALE AUEIANCMIER UENS (AL) ASP. RIBES SANGUINEUM (RS) TYP. MALU5 FUSCA TYP. SAMBUCUS RACEMOSA (SR) TIP. 5AL)x SCOUIERIANA (SC) 119. RUBUS SPECTABIUS (RE) TO". NOTE: ON -541ER SPACING WY VARY BY 305 TO ACHIEVE A NATURALISTIC. IRREGULAR APPEARANCE TYPICAL FOREST —SHRUB ZONE PLANTING LAYOUT REPRESENTS TYPICAL 500 SO. FT. AREA NOT TO SCALE PRUNE DEAD OR BROKEN BRANCHES ONLY REMOVE SHRUB FROM CONTAINER. LEAVE BURLAP WRAP INTACT UNTIL AFTER PLACEMENT N HOLE REMOVE WIRE. TWINE & P1A5T1C WRAP FOLD NATURAL BURLAP BACK FROM CROWN PLACE CROWN AT ORIGINAL PLANTING DEPTH S MULCH IN 2' RADIUS AROUND SHRUB. FEATHER DEPTH TO STEM. S RAIN 8.8540 AROUND BASE OF SHRUB. j- FNISN GRADE IIA- 1 1 2. DIAMETER OF R00T8ALL MIN. SHRUB PLANTING II;=' 84CKF1LL W/ UNCOMPAC1EO 9TE SOIL AS SPECIFIED. NOTE: PRUNE BEAD OR BROKEN ROOTS. SUCE THROUGH ROOTS GRCLNG THE BAU.. SPREAD (-BUTTER- FLY) ROOTS ON BARE ROOT & CONTAINERIZED MATERIAL NOT TO SONE PLANT MATERIALS LIST: TOTAL ALL SHEETS QUANTITY 1 BOTANICAL NAME /COMMON NAME 1 A.S.N.S.1 SPECIFICATIONS 1 SPACING TREES 21 ACER RUBRUM 'SCARLET SENTINEL./RED MAPLE 1.1.3.1 1 3/4" CAL; B &B 36 FRA4INUS IARFOLM/OREGON ASH 1.1.3.1 6' HT; BRANCHED; BR. 31 PSEUDOISUCA MENZIE511 /DOUGLAS 115 11.2.4 4' HT; 8 1.8 63 SAUX SCOULIRLNA /SCOULER WILLOW 1.1.3.1 27 THUJA PUCATA /WESTERN RED CEDAR 3.4.2.4 4' HT; B.R. 3' HT; B&B 1 i5' O.C. 3 T5UGA HETEROPHYLIA/WESTERN HEMLOCK 3.1.2.4 3' HT; B &B SHRUBS 62 AUELAICHIER NEVIS/WESTERN SERVICEBERRY 2.1.3.4 18 -24" 1R; B.R. 5' O.C. 324 CORNUS SERK:EA /REDTWIG OOGW'00 2.1.34 18 -28 HT; B.R. 3' O.C. 8 CORYLUS CORNUTA /INZELNUT 2.1.3.3 18 -2• HT; B.R. 8' 0.C. 15 CRATAEGUS DOUGLISR /BUCK HAWTHORN 2.1.3.4 24 -30 HT; B.R. 8' 0.C. MIN. 66 WL.U5 FUSCA/WESTERN CRABAPPLE 2.13 5 24 -36" HT.; /1 5' 0 C. 83 RIBES SANGUINEUM /RED FLOWERING CURRANT 2.1.3.5 48 -28 HT; B.R. 5' 0.C. 245 RUBUS PARVIFLORUS/THR181EBERRY 2.1.3 5 18 -2i HT; BR. 3' 0.C. 83 RUBUS SPECTABILS /SALUORBERRY 2.1.3.5 49 -24" HT. B.R. 5' 0.0 245 SVJ1 'STREAMCO'/STREAUCO WILLOW 2.4.3.4 18 -2C HT; B.R. 3 O.C. 62 SAMBUCUS RACE1058 /RED ELDERBERRY 2.1.3.4 18 -24' HT; B.R. 5' O C. SINES 115 PARTHE140C155U5 TRICUSRDATA /BOSTON NY 6.6 a POTS 10' O.C. 1 ACRE 1 EROSION CONTROL SEED MIX SEED MI0 1 - OSBORNN PACIFIC GROUP INC. WM In MT. Are 1141111. 1•111 CITTKAM in STATE FED. ID PROD. NO DESICKED BY P U* P/N •ESA 05/44 INTERCO BY CHEMED BT YROI E1OR CPS; PT /MI, 05/01 W491 9 L EV ERETT JOB NUMBER DUST ADW R R ANDERSON CONTRACT NO I 041E DATE 1 REV15x)N BY PROGRAM DEVELOPMENT DIVISION Woshington State T Department of Transportation L7 MI PARSONS._ RRAYCKERHOFF WETLAND MITIGATION/ PLANTING DETAILS er !I LE NO 4 \S \15 -LY U+G —T -_ i I 2600 PJ,+ i+ i - _ _ I 60-ROOT 1 LOW PACT [NKRC T m ^ -,0 0 -- �[aKE P TM. ! ' -- H---- MOST. BLDG. 1 <0-f0OT ROOM ENMPOY0 N I I _'-- s MEAN KW BATOR \ -o -m e 2550 m w m m ,m ,m , w ,w o— I 20 t i l� WV fADG r_-- ..r-- _...�- Box TitK m-fWT 10,1 NPACT O(W20,.vENT So I AD -f00T Pll�k EM'PWYEItT N) ° 1 - t0- ^�- ..'._�_ .. _ —_ _- -‘16- Poo .- ° -m -m -w -20 25 +00 ¢_ m o r m m ,m ,SO ,w ,do I 1 I I I j i j I J � r r 20 t m ——^ --RI11 0£ TRM I i 60f000 Lar WALT ENYROa0NT 40-2000 RM1Ot ENONY0T 1 I _,� ^M1 _ —�j EAN NCH 0 j . as — MAER — ° -00 0 - 0 0 m m m ,m 1 ; ,w ,m I I .. m i 24 +50 g 20 r i ' l , eO -2001 L0M IMPACT 01W10NYENT w-f0°T PNER FNYADNUENT . -. ,D= �•�". ` _MEAN NiO, rAIER� • ass__ -m -60 -00 -m 0 ■ ' m 00 i 60 I 100 120 1 I • -'P' STATE TED. AID PROD. NO ..`o W" PROGRAM DEVELOPMENT DMSION �► Washington State 7% Department of Transportation SHI MASH P� I �,y. C.. 0,111 to J 0000, C/9A JOB NUMBER sf[T n RA : "` "`" PARSONS '�� BR KERNOFF CROSS SECTION — BIKE PATH STA. 24 +50 TO STA. 26 +00 u. A:Y a C A•.3 +:0, -ONTRACT NO DATE DATE REVISION eV :.. �_]: \AVM' \•:]::] \: r: + \k:\ Al., C 03*0 • ,0 . s. \04<, ------- - DTR9.: 22 BEGINMN.G OF MP 155.98 PACIFIC SB SR5 BRIDGE XCEPTION STA 2628+43.5 TO 2629+92.0 NB SR5 BRIDGE CEPTION STA 2627+51.75 00 2629+12.0 9 2.A._ cow, 11/44, 4!„ S ■A IEW / J. S HOV BRIDGE EXCEPTION TA 126+80 TO 128+40 STA 50 HOV 131+96.51 BK= TSB SR5 2633+50. 24' R AHD 57.65. NB 595 2534+61.78 BK. SB SR5 2635+42.90 BK.= 595 2630+72.3 AHD. 14 ‘,IS BOEING , INTERCHANG STA 50 SR5 2739+87.7 BK= SR5 15+50.85 AHD. AIRPORT DAY TO SEATTLE 0,4 " -1-- -B-015 4 0 750 1500 SCALE IN FEET STATE 150. AID PROJ. NO WASH ,14 JOB NUIJBER r`r 5018 DATE REVISION BY SONTRACT NO PROGRAM DEVELOPMENT DMSION Washington State IraPF Department of Transportation VI no PARSONS Eg BRINCKERHOFF VICINITY MAP (PHASE 2) MP 155.98 TO MP 158.32 3 M6Jt ARY H 27 RD. 5' HOV BRIDGE EXCEPTION STA. 543 +60 TO 546 +80 STA. E0 NB HOV 541 +20.69 BK.= SB NOV 541 +20.60 BK.= HOV 541 +20.69 AHD.' STA. 60 S8 SR5 2530 +80.0. 24' RT BK. SB HOV 531 +07.97 AHD. .51st AYE n • 1 SCUTIICEN ?ER iARRL:.y 26 BEGIN PROJECT MP 153.94 42ny 99 7n S s) HOV BRIDGE EXCEPTION 1Y U ^.OVE Pb HOV 5 A. 549 +42 TO 551 +60 y-I //. fag f 65th 23 22 21 STA E0 HOV 550 +74.11 BK.= SB HOV 550 +74.11 AHD NB HOV 550 +74.11 AHD. S 16 24th AVE MI5__ MILITARY RD. 5. - - QPG�F�G - TUKWILA CITY LIMITS 4 n AVE- s 40th 4, 15 STA ED SB HOV 581 +35.52 46= SB SR5 2557 +14.6. 36' RT AHD. STA ED -EC LINE 217 +94.1 BK.- NB SR5 2561 +25.03, 35' T. AHD. I RD' S CFOp. M" 570, A5 SR 5 VACADAM DR. 5. TUKWILA INTERCHANGE AvE 62nd AVER. 53rd 5T. ^ EED 51. S. 7 99) / E. MARGINAL 142,Y S. i/ PJE ^� sINTERCHANGE F�TEfZ� / STA 60 SB SCS 2595+00 B - I 7 SB HOV 95 +00. 48' RT�ro set„ 1/ END PROJECT /— - MP 155.98 P 750 15 0 750 1500 SCALE IN FEET RIV 14 Gy �Fa P9 J 42nd AVE. S. 10 RPM O r9 STATE WASR FED. AID PROJ. NO .N JOB NOUBER • DATE GATE REVISION BY ONTRACT NO PROGRAM DEVELOPMENT DMSION Washington State 7 Department of Transportation DD PARSONS BRWCKERHOFF fluog 2 V1 VICINITY MAP (PHASE 3) MP 153.94 TO MP 155.98 P.07.sa P 7,0/1,0 rt0.12,1 \ .1.1,0,4,1001A ■‘.. 28-00 R . • JO- .30 20 —ACM ATIDNATTR • EAST BLDG. ENIARCHRENT 60-F001 1 LEAR WI= AA .A.- /EWE TRAL . 40-TOOT 1 AnkR OHIRORIKAT I : F WAVI 0- i.pCa. 0 -.0 - 0 40 - 0 0 20 AO 60 en . 120 27+50 L 6ost moo. 60-FOOT L0* 4000 ENTITCHLICAT R4 LA 20-: + i - :•-• 20 10 2. • ,c. lin 40-FOOT EL r________i_________1 77-_----__---__. I ,---- 27t00 MST BLDG. —1 DONIoRREN 60-COOT Low IRRACT 20 LATE ACI-TCOT WAR EWA:CAREW 1 I ID \\____Ttoctiaw RATER , , a 700 -20 •--- 0 I— 2650 Zo 1 0 40 40 1 0 ' ,- lea -H. -140 -120 - -ea r -so i- I 1 . . — . ! 6o-roor LOw uiPrfit ENTWORRTAT - 70 • 10 1 ......._______ 1 1 ----__-_-7'.-,--__ - — - r ., : 20 40-r002 AMR DHARCARER1 1 . I 1 : I L 1._ REAM w _ L 1 f I-N — "- • 0 -60 -00 -20 0 . I 1 CO ! too 20 . i -140 -140 - 20 -too "Ve' STATE FED. AID FRU NO ''',..t" ig:', PROGRAM DEVELOPMENT DMSION Washington State SH2 WASH I ...m.41.• WO Department of Transportation 0, SO4 0 RV. J °ROA, 05/9. IMIR•0 fiv r (KA C5/94 or ,.... C.iC,, 0 tir 0 ,07`.,14 0,/94 JOS NUUBER pg INCKERHOFF PARSONS BR CROSS SECTION — BIKE PATH I STA. 26+50 TO STA. 28+00 1,0, [SCR S l 1,1,11 A.,...1 ZONTRACT NO DATE DATE REVISION ay P 7,0/1,0 rt0.12,1 \ .1.1,0,4,1001A ■‘.. ■ ! ! I | ■ . � � | i ^ 1 Km H WATER 20 • __ �-- | -200 � I L_ -180 / � �� � r ! , - ---------'--- � � � ' -� | — ---�� _ --� � r- ' - - ----- � | ~�'—~r--- ~� ! | | • ~ --' - '� ..... ---- ' -�� -- � � '-� ! / | | --- �--L ---F �| / � • � - '- � • ! | �/ ' | 1 1 j;� ~" | - [ —\l � ! | ' ` . . � • . � � =��""==���� PROGRAM DEVELOPMENT DMSION Washington �� --- �� Department of Transportation S� '~�' =~ 1,1710 RE '~ =. ~~ or ~~ �~=� "=" =, ="="°" pB BR1NCm*amn" CROSS SECTION - BIKE PATH STA. 28+50 TO STA. 30+00 ~~'~" `^~~~ = ,~ , , ~~.~~ ��=,"° DATE DATE REVISION ey ",~.=.As0,."~"EAE`°~~°,~ i L I 1 I 1 _ • I 1- IA 20 / L-------- 10 AMR-. 32 50 60-F00TIL0W IMPACT T I 1 • I 20 I I 1 I I 1 1-1 40-F00 AMA ENRIONNEN I- ME G.IL 72 2 -00 i -2C0 _ 20 1 I / -160 -.0 -t20 -100 -30 - - 1 i 0 r-- ' 30 1 L it I 11C.SE ADENUATOR 32-00 60-FOOT 109 63)600 EN . 1 i I I IN, ' I I . 1 1 40-63)1 r..O. 6 RAO 1- . 1. 1 B.LE TAX - -.--_‘.. 10 t---' ,35,.., 0 WATER 1 . I .0 I I ; -200 -130 -160 -.0 -120 -100 -80 -SO - -20 30 i-1- I R/Wi 1 ao i o -1-- I 1 6' -' 31 50 ATTENUA 60 -F001 LOW 3/6001 06004440)00 06004440)00 ''' 1 1 11 I il II I -1-- , L . 1 1 I I L 1 20 I 1 - 40-FOOT /MEG 640)04444011 Mt Al- - ' • 10 -. 1 1" -1 ; i 6 i 1 1 I -120 -100 . -30 -so - - -3) -20 -L 50-601 1 1 1 0 iiki(mt ao I i 0 I - - 1 t I i i 1 i . .• . . . }-- . - —.. -...-. - . . h 0 I . -120 ___ -100 j 31+ 00 140. ANIUATC LOw 06000100444144? a-r— oor O-, vERui TKE - -- -t . 1 20 -- , I I ! i 1 _ .wl■ DAL R1 /W i I ' 10 • 1 . I 0 i _ ;1 1 I -1.0 . 4 I I i . -.----' ;10 \ ty aorul,iioc. wirrrt ,sz 65 i i .„7 ,0 -200 . -100 , I . 1 : i • 20 . • t • -t60 1 i -BO .. - 1 -so r -4° -20 r , 0 "- I 30+50 ..-- K ATT ENUACR zo ...-.. .o so : I . i - . 1 I 60-6000.i0705ACTE N.0 000 BO i 1 ■ ! . .. 1 —4 rtE MAC f $ / - 1 : 0-FOTMAR ENWR CNNET ' • : -1 I - - ; . -----r---- ' • • • 601 / I I I 0 • I 1 1. 1 - -_-__ F ' ' i • . I -1 -. ----_;__ 1 1 1 1 f - I. -1 1 I I 1 \-Y..gr0H.T.TYM_ ■ , -NO -180 -130 -140 -120 . ■ ■ ir 1 i ■ • : ■ I -100 -30 . -AO -40 • .-- ---1 -20 0 70 .) 60 ; , ■ : .. , : . . • . . ■ . ' , .• • • STATE FED. /JD PROJ. NO %I:I' •''',t PROGRAM DEVELOPMENT DMSION .,...4m■ Washington State SH4 WASH Di 5.55f 0 0", : SRC... 05/6• IN Department of Transportation CAI C.10 SY 0 COCC,••••• 0/9. JOB NUMBER tway or 1. !.1/661 R iMIIPARSONS BRINCKERHOFF CROSS SECTION — BIKE PATH STA. 30+50 TO STA. 32+50 051 40, R. C 4,...,4554 ZONTRACT NO DATE DATE REVISION BY 16) PA5,07 \ 6500 t\4121i1A„,36 \ DOI Cy' __----- / | | . | . I ■ | . _ -_ __ , ! ' �-- ___ _ = | ` ! | ` ATTENUATOR | . ~ _-- ---__--� .-[��� =�, "=°�� P. 10 _- RIVER e�c�^ I.1 ______ �-~ .~~_=~~~~- ���.��T ' | °.^'-'�- / �� f � �^= � 0 -_ - -Tao ---.---' -- .-'- -- � � | • 1 20 -160 - = - | ! _` + = -100 � = � = / " " r- ' ��°"=°�- 3*400 --' ~°� *__� ^ -WA j | � ~' ! ` i � I.�--~~ | ____ ,� 00-F00 ENWI010.012 '-- | ' . | | ( ^ �� _= ~p `` " i = • • • � • / ! ! '� ~~ ��� � '� � | _ �� / | -120 � �_ _l__ '� � �� � � = = NOSE AITENUATO0 t - " 33t50 � �| --'-----�-------''-- '� ° � . � . ~ � r 660.E 1/1.1.4. - -_--_-__.--'__--- -L._ � | -'-�--- - --_ | � -`N _---�- -_- '-_ | � -_-_____'--_----_-_---___'--_'__ _- � ' -. - ' _ '_ | l_� �� = -- 1 / i i |-~-- -- --- - -- - �- / � -_! _ • � / • � � � ! ' / . ° -�_���---���---�---�-- = �~ ` - - ' i --- -- -7-' `~ ! -- r� ---- -_�__- --- '-- = ~, --'--' / _� | --| -i - - - --- | i . -� \ ! � -200 1 '�� ! ' / L �-_| ~° | � | -L__�-__ ' ~_ / i -120 __-_ __-_--��-____�_____'�r'--'-��'_ | _-_ __--__--___-_--� __`-__ - / ---��__��_ _---�'�--�--J � : � ( �� ' � `~� ~�� . i / � ! ■ / ! . � ! �r��""="���'� PROGRAM DEVELOPMENT DMS0N State SH5 �N�� of ����� ��~ �� ~~ ~ ~~ JOB NUMBER CROSS SECTION - BIKE PATH STA. 33+00 TO STA. 34+5 000: 1.4.0 .. "= �= ^"�~~ �== DATE DATE REVISFON BY .^.°.*\ ~~°=^ ^.=°'°n. .~"',~ ! ! | ' ' ' 36+50 —7 �*__�' 60-6007 | | �| '_-.- | ° __—__- NOSE AM/WSW _ 20 ! ....., -- ... ----"....----"' I: ..... i ----r_._ , i 1 1 i 1 1 i 1. ■ I. I • 1 r 1 110 14myEAN tact I 01117 ■ Ci I II • II • • 60-200T L004 21172e1 017,12.11 NI, Al • ■ n g . ��~^�P���`� PROGRAM DEVELOPMENT DMSION �w �� Washington SH6 ~,~,~ ^~�. ~°• �� of Transportation . ~=~ .� ~= �— ~ ~. ~^."". "°°, =�. JOB 0��ammmmsm�pr CROSS SECTION - BIKE PATH STA. 35+00 TO STA. un+uo -='~° `^~~'' =~, ,�,~~~ =~ =� ,=°� ��==,� ^.=°'°n. .~"',~ 101 YO R.\03I\ ASNII \4121P24W5 \40I \AA(Pr0.5DAt 1 I 1 1 ■ ■■ ■O®® — .5 ■5 ■ 38 00 R ■■ :ii S■ I >o �■� 60-1100T . T i I ■■� ■■■■■ _ FOOT 128.111• • T 1111111111111111( 1 m 0 WATER I --- 10 - -m0 — -+60 -160 -la -Tl0 ■ ■ IlhhEhi.../311401 0 7� LL 6.5 0 . — -- — -too - -60 -w - ro 37 -50 R/A TOR m 0 /! / / - -- -- _ 60 -FOOT IOW RVAC EN0RONNEHT L— ]0 `\ 1. W- 000 OVER NNR:H101P IN o e — • I v vL II -- 0 Eca r -300 -160 -160 -040 -130 -100 -00 -p0 -AO . 0 0 m b .... 374-00 NOSE A7/TUATOR WI-- — FOOT LO ACT ENxR01KNr RM1TR MOT WATER RETNfNO WALL .0 -FOOT MAR CMyEfNFNi Al 0uW E 6uE mK �/ .. ._/ ✓J% m I i Eusr. -160 I -160 -1M -020 -100 -N' -60 4,`" STATE FED. AID PROJ. NO ".''. ..I PROGRAM DEVELOPMENT DMSION Washington State VF Department of Transportation SH7 MASH J NPOAN E 05/9• I RIO 1Y+ER[O 05/9. Mi >x,,, IT. 0 CC CN C,[0 OT. O Gt0pv CJ /94 JOB NUMBER PARSONS MPARSONS =� CROSS SECTION — BIKE PATH SUL 37 +00 TO STA. 38 +00 RRa tMR 5 E IYERE + II i A:u R 0 a:0t x5ON -ONIRACT NO DATE DATE REVISION BY 101 YO R.\03I\ ASNII \4121P24W5 \40I \AA(Pr0.5DAt TILL .0 P \001 \ *5.301 \•,2101 \I V.s \Ai \AAPIC040 .; —ATCA 39 +50 C Iw t — N6SCXTVN f I ao- OOT LOW PACT p1Y1RD0ENT m f ME TAW ! w-rOOT WISP ENNRd110111 m 10 1 ! i __ _1__ " , I °m0 � ULM NOI MATER SS -1E0 -160 -140 I 1 I f i f «-NOSE ATTEwATOR 39--00 c w 60 -FOOT EON AIPACT EN4CNuENT AO -FOOT PIMP OPANONIENT ~ ge •MEAN 140.1 MIER - --- 20 6:6 -mO . -MO 1 -160 I -rw -120 -wa -a0 -ao -a0 -m o II m w w b 3450 T f NOSE ATIEMIATOR 60-FOOT TOM IMPACT ENNRQNNENT .0 -�-t— — . i. ". ..___1 _- p 120 — � 1.............„, 40-FOOT Mflt ENNROry NT iRAa. (LCE p0 NE!JI °- 'AATCR e a� `� 1 _ f m .O ! -m0 • -160 -160 -1w -120 -t00 -60 -w -a0 -70 "`..1. STATE FED. ND PRO!. NO ":y}' 9n.s PROGRAM DEVELOPMENT DMSION Washington State sHa wASH V/ Department of Transportation O(5,5..t 0 By J BBCA, 05/54 ,N1f,n0 or I e Cs /„ n GFULO B•. O. CCOO_ti Cs /341 JOB NUMBER PARSONS pB PARSONS —r CROSS SECTION — BIKE PATH STA. 38 +50 TO STA. 39 +50 PRE . Ev.R 5 1. WE BTU DST. Aw R. C ABTRS- CONTRACT NO DATE DATE REV1swN err TILL .0 P \001 \ *5.301 \•,2101 \I V.s \Ai \AAPIC040 .; 9 15E ♦O 0 \O0' \.1101 \412!0} \:ACS \Atl \Aµ:Y C.30A•,; r i -- 1-. - J . - -- 1 —__I- --' ' ON NO5E ATTATOR 401-50 c I 50 j i---- 50 — i_ ---- 40 I BUTE TR. 60 -0005 L01640.40 MATER m O MCA EENT s0 -0005 MCA ENVWONIENT • 61F_At114 - ELT-521- A. 0 SD m -1130 -160 -TAB -130 -TOO -130 ; -60 -40 - m 0 40T-00 m b 60 i �-NO6E ATTEM ATOR j! 50 / -J 1 I I 130 ' e p_____ -200 -160 !-- ____ -100 I I- "1` \\\ F' 60-11301 LOW WALT ENWtWUENT ___ r 7 -1--- : 1 i !,- AO-KOT WWI aNRWYENr yuEAN 91 W4TEEt i RS___ p L - ^0 -60 -60 -40 -m m 4p 60 1 __ -540 -120 _ f -100 STATE FED. AID PROI. NO, ""� -TI y! y PROGRAM DEVELOPMENT DMSION Washington State SH9 MASH E,�Ep �ry� •, Department of Transportation NS0,0 6, 4. D9C6,E 06/94 !9'0+30 tlr T 0J 25/94 xTx a „.,,,.s ouC +!0 tlr 0 G::. 4 OS/9• JOB NUMBER PARSONS6A�E �RRNCKERHOFF � CROSS SECTION — BIKE PATH STk 40 +00 TO SM. 40 +50 404 1: 4. S T 51450 r. Sr A;u N O AL:M aSCN ANTR000 NO DATE DATE REVISION w 15E ♦O 0 \O0' \.1101 \412!0} \:ACS \Atl \Aµ:Y C.30A•,; Pj w P \ 001 \0 00T\.:2IP2 \U.0S \4. \m9,0.2CAC NOM ATTENUATDIt 41 +50 r RA 00 eo-iooT UN IMPACT NIDNYFN, I I 20 -- .0-r• r mut DAIROWERT p t0 BncE iRA0. ■ • I t•L11 11. t0-- TER O -- N � -203 -180 -160 -+.0 -+m -+DD -!0 -OO -!0 -20 0 m .0 ® ro NPY AIiE2NATOR 41100 —.-1_ I— w 0411R I eD (a LOO.— ._..._ • • i • . • 1 D 60 -FOOT LOW WRAC,' fNNPWUEHT � I, - - -- .D -FOOT 06411 EVARO U0,T OWE TRAIL - - + --.._— CZuFAR CN EC S e 10 "-- - a -120 -100 -e0 -60 -40 — D 6 m . E0 0 -200 -180 -160 STATE "° " °°' NO "' " ' PROGRAM DEVELOPMENT DMSION Washington State sH10 + W/ Department of Transportation D[s00EO 0+. J errs 05/9. t0,,F20 BY , Hy CSN. >xiT ma CDTC.[0 eve 0 00000 CS/9. JOB NUMBER PARSONS - BRWCKERNOFF CROSS SECTION — BIKE PATH STA. 41 +00 TO STA. 41 +50 44GF ■ [VDU 22 0 DST A^,u 0 O /.DOE GSCY NO DATE DATE REVISION �:ONiRACi Pj w P \ 001 \0 00T\.:2IP2 \U.0S \4. \m9,0.2CAC 42+00 | | i ! i i � 8 �- • a/y i =+ � | � ' | | ' | �--- i | ' / | � � � . —�``- � . . . '. �� T — `' . | | `` | ! : ! � | ^ i | ° ! • . H ==,"°~�`"==� � �;i ' t ! II_ ' �=`�� �/ � - ' � -|---�--4-----�---�--' ,--- - ---' -------r-P`�r^--�------� --- - -� -+-'-�'�--'��--�i--�'i -�� r-- 1-- --T 301 . ° 1. ~ � . | I_-'.-_--__ ~90-160 °• 42+--5-0 -1 / I i! } 1 .| / / / ' �=`"� —'— � / '� ``_ — , | ! | / i `~ �| - SO-FOOT �—i | | . i ' 4-- / ! | - `` .~`^ `- - -"�� i | | ! 10 / 1 ' Z14.01 ATIT, | . i | -`.- ' -- ------- --- ' ' ! / 1 _l �--_ . ! | / ' -��----- ~= . ~" . �----'�r--) '= °" " � / ~ 0 / , i | i | | | | ' . � � . . . . � —'/---^--+-----+---,--' ,--- - ---'-------r-��r--^--�------�-----� -`-'-r'--r-��--/--�'/ -�~ | I ||| ! � ! .__ | � i �° .--- _- ------- -------� -----�- -- -` -1 - | ' ! ' | i | i ^� | ^7 / ��' -''��- �- -16o -IQ -J -- --�a------�r � - -----�-a--'--��-- --��--��4���-���---�" ; �- - - | ' ' | ' . ! � � STATE FED. AID PM. NO ~ ..14 =_ •~ ~"~ 9 :OHTRACT NO ~~ DATE REVIStON PROGRAM DEVELOPMENT DMSION WO Department of Transportation SH11 bp PARSONS BRINCKERHOFF CROSS SECTION - BIKE PATH STA. 42+00 TO STA. 42+50 0,1 P. V,,,r,vcsacr,,21P2V.,.., Az NG 1 I -1--- I ' I ■ 1 -1 I . 7 I I ; I I • I . I i , , F i i I • I I 1 I I . • 1 . . . . , i -I I 1 r SO 43 50 1 1 I ; • 4 7/0, 50- IT -I-- I. i i 1 i I • I T .., 30 1 ; • ,- { 1 , ; 1 '30 60-7007 Low 6PA 1 ENVIRCMtle 20 OMR tHvgCNI.13.7 I i 20 ''''',........., EWE TOML I 1 I I I I I I 4 ...................71•-■_........„..........,..„ ,, 71 .6.1 ,10 1-____ °- - .'• - I . 0 -200 -7e0 -170 -740 -720 -100 -60 -60 -20 0 20 40 --1- - ----L --- i 60 I ---1------___ ....„...., 43-00 1 I I ; . , L I 0/6 .: . . . . ._ SO 40 20 -- —7— ---1— ., ,i_ I. -.......,........ ....... L_ , . , . . , . i 6 007 LOw OSPACT IEN0R044007 i I I 40-0007 RIVER 0479COMFMT j . ; I - -,. . 1-77 CPR 71730. --\ 1 L. ,.... ---",....4_1....,4014.1,ET 1 I- 1 i . r i .. 1 • ... ,_. . 0 -- - 1 -200 . • -180 -160 -740 -120 -100 -60 -60 -70 -20 a 20 . ; ' '9 so : 1 • . ' • . . . . 'V.1`" STATE 610. 440 PROJ. NO "7V' .' ''.., PROGRAM DEVELOPMENT DMSION ......41. Washington State SH12 WASH Ot 3,...“1 9v J fIRC*, CS/54 IV Department of Transportation c.. .I71 PARSONS BRINCI(ERHOFF CROSS SECTION — BIKE PATH STA. 43+00 TO STA. 43+50 /ARM DATE DATE REVISION By 0,1 P. V,,,r,vcsacr,,21P2V.,.., Az NG i L I i 1 --I l -- 4-5-00 1 — 1 20 10 200 I i 1 6t-FOOT LOW ..PACT EH9AONMDIT ♦ 10 1- ME TRAIL 40 -FOOT RIVER EHT YEAH —_-• �__ —r.-- NOI H \Q 1 � t -180 1 -160 -140 . -120 -100 -00 -$O -.0 -20 0 40 40 60 441-50 i I 1 i 20 3 •�� 60-FOOT LOW 400CT EM1R1IVCNT WE LRBi. 40-F00T RA4R [NLNOIYDIT f_ —_ ili- 0 I. N MEAN HN}I *BIER -d4• p -0 -160 -160 p -140 _n0 -100 -60 -60 - 0 -f0 0 44+00 20 BO 60 60 ... _ _ 1 I ! I . _ -----.` _— _40 - -- -- -' "_40 SO _1- - — —1--- PER TES - -- 60 -f00i I LOW ■•ACT E2MBCNVEHT I 1 -' - - -- - - - -_� ---' r 066E iRBA. I f00i RIVER_ (NNRWYE4 I 1 i ... 4 — - -_-'10 -- ;---- n0' — " -- - -- -]D- �,Y L — — p 60 �� rza 0 YE 4.p r -,- — I0 r p 60 0 _200 _160 _160 -140 _120 _100- STATE FED. AID PROD. NO p" I..1 PROGRAM DEVELOPMENT DMSION Washington State SH13 WISH T� T Department of Transportation ° G B 1 03/34 1, 13.3 Iwctt� n. r e.r. as /ss v¢i 9.L,: o0a1.0 at a CODOB OS/94 JOB NUMBER PARSONS I BRRICKERHOFF CROSS SECTION — BIKE PATH STA. 44 +00 TO STA. 45 +00 Pap* eew S I rn.atn p.1. A✓H. a p AtixN50N CONTRACT NO DATE DATE REVISION BY RE H0 0 \ 001 \ASJO' \412.02 \ISCS \ALA 6,3004! CMS I 47 -1.50 I 60 -FOOT WI/ 'WALT DOARIN CNT i0 I.O -FOOT RNU a •a T I XI I 1 ENKE TRAIL ,, I J w -0 a• I _ °xoo -*00 -16D -uo -co -sa -e° -w -w I -to 47 60- FOOT00* Q8 IWACT m ■ ,- • T 00 - --- - Illj .0 -FCOT F11SR OLIO/MOO I 1 I m OWE TRA4. Il 14/01 TE aT AR ID 'F' r Medi 10 60-F031 4& L0* WPACT 0 50 ENNRONIDIT j _°ioo i I -mo -i00 -T+0 -+m -nn -00 -w -40 I I 40 -FOOT Ran ENi++Ow0ERT i � �___ 20 I AtC TRAIL __._____:_ w i —.._per I 'r v E�EAN WATER Ma_ L4.0 -I� _I6° ^ _Tw .- _Tp _Too -Eo -w -� 46-100. 0 -FOOT LORI .m ACT DMRONYENT m A0 — 1-1 1 60 20 To- 40 - FOOT 0 0 EP00020 4 � -- \ _-� _ . 0 E TRAK _. .s. - •� 0 1_pO L -I— _ 1 i _TOO -*KO i -Tw I -rm -Tao -qO I -w -w -m I 45 0 +50— NPACT ENNRWIENT m au I AO -F00T L0* j 40 -FOOT RIVER EN ENT t - ■ 1 1 1 0irE TRAIL 0 � -.----L.- - 0 0 m w . - -- - - - --- -- - - -- °im -Tw -T6o I -.0 -Tm -100 1 -60 -w � -to . STATE FED. ND PftOJ. N0. " a z PROGRAM DEVELOPMENT DMSION Washington State TT V// Department of Transportation SH14 wATE O(SUAJ 0. .I 09CA•.E /9a WI 9(0 0• i NN 55 G_ /ia yin or ..E., G -C•[J Or. O. 500091 55/./9 JOB NUMBER p PARSONS 1lAG P�R IYCKERHOFF CROSS SECTION — BIKE PATH STA. 45 +50 TO STA. 47 +50 995, 1550 5 1. r.E11E41 05,. 4.0. 9 0 955(9505 = CNIRACT NO DATE DATE REVISION Er T51 w P \OCT \4, 01 \11 :192\1AOS\91.1 \ AALPFO.'T06C .01 122 \001\*--1101\•12192UNOS At!\ AALPF OAS I 1 -I I 1— 1 I 1--- . ! I I I I I —I I i 1- - _.,____ i 1 1 I 1 1 I 48 50 . i I 1 60-FOOT LOW INPA EN I 40-2206 RIVER ENNRCNNENT I i_- I . I • ' . . , 1 201 I I— ! I i t- II . ----s .--- ---I 10 SINE TR -1 1111 • AN .40 L. -Ion 1 I I -60 - -20 AD 48 00 60-200T FOR INPACT ENNRCNNENT 20 10— 40-2002R7VER 011.044r260 EWE IRAN Th, • - 10 i I 0 _ 0— --I i I I _ i -100 I 1 i . . .• 1 -1E0 .1 ! 1 ; ! , - _ 20 -120 _L_ L 7 1 -SO — -10 -10 I 0 20 --1,-- AO i r-- - f__ r I STATE FED. AID PROJ. NO .40I'I ZVI., PROGRAM DEVELOPMENT DMSION 4114.11■ Washington State VF Department of Transportation SH15 WASH OF SaIsED NT .: SOCtSt 40/44 WIRED 9T I EA.A COM C91,•12. LT: 0 COCO, 05/2 • JOB NUMBER or mos Ls.c9 S A 0040 imPARSONS BRINCKERHOFF CROSS SECTION - BIKE PATH STA. 48+00 TO STA. 48+50 DST &So R. ..1 P•Dros..2N ONTRACT O N DATE DATE RE VISION HY .01 122 \001\*--1101\•12192UNOS At!\ AALPF OAS 29.00 DR RAMP 44W -7 CURVE DATA 6'34'26" R. 798.51 L. 97.62 T. 45.86 30+00 NW -1 WORKLINE & FACE OF BARRIER NW -1 CURVE DATA Q. !raw- R., 79682' L• 154.03 T 77.26' 31.400 5+00 r6• DAM. UNDERA6AIN PIPE 7` S• -6' J' -31f 5' -6" 3' -3)F 30- DAM. ;AIN PIPE 20- 10- ROT. OF FIG EL 9.0 WAN PIPE OUTLET TO SLOPE J'-J' 29 +00 BT LINE .30+00 50_ 6' DAM. ANDERORUN PIPE 11+00_ • RW -2 MORAINE . 2 S tin as ;� is PLAN % N d V. WALL LENGTH . 7280' -10' IE RW -2 CURVE DATA 3• -J' Q. 7676'11' R. 799.500 L• 227.025 T. 114.182 7 SECTIONS • 24' -O' . 768' -0' -�0 6 is 9 6r APPROX. EXIST. GRADE 6 CITY OF SEATTLE PROVIDE WIRE LOOPS TO CONNECT WALL BARRIER TO CONCRETE BARRIER TOPE 2. 4 +00 50 5+00 TOP OF TRAFFIC BARRIER }/ 50 -20 ` 10 \ BOT. OF 17G. EL 9.0 20- 6 DAM. DRAIN PIPE 10- ELEVATION NW -1 ALL LENGTH . 946' -111j' 6 SECTIONS • 24' -0' . 144' -0" TIM 4 PVC COATED FENCE (TAP) sQ 1 M1 TOP OF FENCE BASE 161 TOP OF WALL -20 si. APPROX FXIST. �� V �'� P/ c -\//!F- _.. f _ ` ..ice - I - 1'1- --• -70 BOT. OF F7G. EL 6.30 - GRADE 10+00 3' DAM. DRAIN (TYP.) 50 BOT. OF FIG. EL.. 6.3 11t00 B4CKFILL GRADE BOT. OF 1TG. EL 665 -0 ELEVATION RW -2 GENERAL NOTES 1. ALL MATERIALS AND WORKMANSHIP 9ALL R£ a ACCORDANCE WITH 17666606.661616415 Cr THE STATE OF WA90rCTON DEPARTMENT OF TRANSPORTATION • STANDARD SPECIFICATIONS FOR R04DS B760GE5 AND MUNICIPAL CONS170ACTION ' DATED 1994 AND AMENDMENTS Z. m 60(0416S WALL DESMII HOOHT. J. FOR RETAINING WALL RW -2 DETAILS SEE STANDARD PIAM 0-16. 4. FOR NOISE &WRIER WALL DETAILS SEE SHEET 1117. 5. FOR W4LL FINISHES & LIMITS OF PIGMENTED SFALER SEE SHEET W7. 6. TOP OF WALL ELEVATIONS STALL BE VET6195. SEE SLEET W -24. 7. CONCRETE 64 THE 24 FOOT WALL SECTIONS SHY. BE PLACED SEPARATELY BETWEEN EXPANSION JOINTS WITH A MINIMUM 12 HOUR PERIOD BETWEEN POURS & WHEN UNSTAPLE MUNCIA17ON MATERIAL 6 ENCOUNTERED. THE COM&4CTOR SHALL EXCAVATE BELOW GRADE AND REPLACE THE UNSUITABLE 847FIRAL WITH GRAVEL B4C07LL FOR FOUNDATIONS L7.. A. 9. ALL CONCRETE SHALL BE CLASS 4000. 10. REINFORCEMENT STEEL STALL BE IN ACCORDANCE IWM M.911O MN, GRADE 60. 90% SUBMITTAL 6/7/94 bore 0.79. (-7? STATE FED. N0 PROJ. NO. w'h OnS..a W J.0. A&PHERSON (.e•e8 a J.H. SZYMECZEK WASH G.M. F7ANC0 Pte... Des, C.y. w. a 408 NUMBER ANIRACT NO REVISION BY 91P0 DATE Washington State W Department of Transportation MEM W1 P1 PARSONS ERHOFF WALLS NW- 1 /RW -2 SHEET 1 OF 6 .c/ 50 P. \001\.503(\• 121P2 \5*11C\sB•Vie.I -1AC NW -1 CURVE 11ATA aw MAW' R. 796.82' L. 154.03 7+ 77.16' CITY OF SEATTLE .30 - 10 - 70 80T. OF FIG. FL 9.0 2631 +00 SR 5 2632 +00 31 +00 DR RAMP 32 +00 END DR RAMP 32 +25.00 SR 5 2632 +26.86 (69.93' RT NW -7 WORKUNE ` 8 FACE OF BARRIER 3' -651 6" OLW. LINDERORAIN PIPE 3• -351 5 +00 50 7 +00 I J r 5. 6" OWE UNDEROR IN PIPE 52+00 37 +00 BT -LINE 13 +00 • RW -1 CURVE DATA Q. 7•76'71' R- 799.500 L- 227.025 7- 714.162 Al m PLAN WALL LENGTH . 1290,7 0" R41-2 WORKLJNE 4 N av 0141.0 DRAIN PIPE OUTLET TO SLOPE 6 +00 50 7 +00 50 AP. NW -1 STA 7+68.79 1 59 5 5!4 26,12 +77.97 (91.78 _30 -20 6' DI.W. DRAW PIPE • - 10 Bor. OF F1G. EL 10.0 10- ELEVATION NW -1 WALL LENGTH . 946' -71Y 8 SECTIONS 0 24' -0' TOP OF T1PE 4 PVC COATED FENCE 8450 TOP WALL `OFFENCE m7.)1 M1M1� / -W---2m7:077- � a� ,R y h1 `1 °'1 TOP Or TRAFT7C 60M1 6� 1� ` �. C %� x,11 BARRIER 0' 0.� �A' 40.".. 4G �' }` �. O. �. Y/ __ ; _o__0..._ l © IIIH1:: . ® . I___. o- _ _I_ - -cz -1_ L] a _ 1 © © — 6 +00 50 7 +00 50 AP. NW -1 STA 7+68.79 1 59 5 5!4 26,12 +77.97 (91.78 _30 -20 6' DI.W. DRAW PIPE • - 10 Bor. OF F1G. EL 10.0 10- ELEVATION NW -1 WALL LENGTH . 946' -71Y 8 SECTIONS 0 24' -0' TOP OF T1PE 4 PVC COATED FENCE 8450 TOP WALL `OFFENCE m7.)1 M1M1� / -W---2m7:077- � l __ ; _o__0..._ l \ _0_ __—°_ . ® . I___. o- _ _I_ - -cz -1_ am _ 1 Bor. OF FTG. EL 6.65 °I�+ 0 - 50 807. OF FTG. EL 7.0 12 +00 r 0uU. DRAIN (TYP.) 84CKFILL GRADE SD Bor. OF FTG. EL 7.J 13 +00 6• OLAY. DRAIN PIPE ELEVATION RW -2 10 70 507. OF FTG. EL 7.65 —0 2633 +00 90% SUBMITTAL 6/7/94 bey Dnq+ E'9 Onq^ea h JE AkPHERSON 0.4.4 ar J.H. 57170£CZ08 ocmka nr G 4 . FRANCO MASH TED. N0 PROJ. NO 1, 4.8.n. pngn £ q'. J09 NUMBER REVISION rat tea. P \Dpi\wSpOr4I21 of \5TP1YeKNt.4At -2 at, 8T APP '0 DATE ..ONTRACT 710 Washington State T Department of Transportation 7p W2 BD ire BRACKEN/OFF tlCKERHOFF WALLS NW- 1 /RW -2 SHEET '2 OF 6 2433 +00 e SR 5 2534 +00 2633 +ao J' -6){ -- ` ' -9' ! / --NW -1 WORKLINE / X FACE OF FARRIER 6' 04U. UNOERORAIN PIPE h a,. 10 +00 X-6 6 -� �—_ / +50 ' {/- +50 9 +00 13F1-4 50 IMMENNE- I 33+00 BT LINE 34 +00 6" DLW. UNDERORUN PIPE ! 15+00 5'-9' r50 74+00 + 151-00 r EXAM ORV RW -1 NDRKLINE 70 PPE OUTLET six,,, AP. NW -1 STA 9 +88.89- A.P. NW -7 STA 7+68.79- SR 5 STA 2635 +00.00 A.P. NW -1 STA 7 +88.85- X21 �) PLAN A.P. NW -1 STA 10 +09.03- @ SR 3 STA 1611+77.97 @ SR 3 57A 2611+00.00 (91.78' RT) (92.27• RT) f 813 4970A. 2635 +20.00 WALL LENGTH - 1280' -10" (� 11 SECDONS 0 24'-0" - 264' -0' TOP OF TRAFFIC BARRIER �rl4. /t1" 6 �, �mMR�1 � �5 ,�1y ,yT♦ _40 evp ♦� ♦� - -�, ♦9� �Qh y ,} - JO ::: 10 - 9M1 1y pM1 1� M14M1 ♦9M16 BOT. OF FTC �, /BOT. OF FTG \ BOi. OF FTG. / o.. APPROX. EXIST. 807: OF FTC. 6" DNN. GRAIN PIP£ EL 12.0 i` EL II.O Q 11.0 +50 9 +00 +50 10 +00 1 1 ! EL 10.0 GRADE +50 8+00 I 1 I f ELEVATION NW -1 WALL LENGTH - 946' -7730 10 SECTIONS O 24' -0' - 240' -0' TIE 4 PVC COATED FENCE (71P.) TOP OF WALL FENCE BASE �t.�1� �9y _ ♦510 +SyM1 .,.. ,} '_ -20 10 10- ♦M1 ♦>, __ 1 _EROX..Ed16T ♦t f�_/ G c- _.._ _____� 70- ___ -GE__ �� .._ -_. _._. _.._ / -. -1 -_ __. -_ _. _(' O- --' --- =1 ---- —. - - \ BOT. OF FIG. / BOT. OF F1G BOT. OF FTC. 'o \ BOT. OF FTG Y OIAU. EL. 9.0 EL 8.0 \- B4CKF7LL GRADE EL 7.65 DRAIN (TYP.) L EL 8.0 0 _ 6" DIAY. DRAIN PIPE _ O +50 74;00 +50 15+00 +50 76 +00 T�� ELEVATION RW -2 90% SUBMITTAL 6/7/94 CITY OF SEATTLE 3•Ep Orya^ TK•- -Y'y ` STATE FED. /d0 PREM. NO `¢, . fT, + Washington State T Department of Transportation mot W3 S.cr.no• T wuN C.,.,-r >r J.H. McPHERSON w J.H. EX IBM 0 .m. D.,.- De! > +> >r G.N. fRWCO FRANco J08 NUYBER PARSONS BRAYCKERNOFF WALLS NW- 1 /RW -2 SHEET 3 OF 6 De., L°=' Pre.,..,.., a :ONTRACT NO ..:...e:, /, c,,, REVISION BY APP'D DATE enf �.0 c, \Dar +SOCi\.•T icT5i2n..3�1♦at, -]Cr 2535+07 SR 5 26.36+00 20- 70- 807. OF AG. a. 9.0 a 35 +00 NW -7 WORKUNE h FACE OF BARRIER f7 +00 5 2635 +00 4-off g._g• SEIR-5 6" Dial. UNOERDPAIN PIPE rj d 9' -9" - 12 +00 - - EP' BT LINE 36+00 �r DUL. UNDERDRAM PIPE I!9 16 +00 ±50 17 +00 66-6 +50 40- JO- 20- ` E DIW. UNDERORAIN PIPE OUTLET TO SLOPE A.P. MV -1 STA 10 +09.0.3. 65.67' SR 5 67) STA 2635 +20.00 RW -2 WORKUNE PLAN WALL LENGTH . 1260' -70" 37+00 r 3 =r 00 6" ONL. DRAIN PIPE 1 (lURET 10 SLOPE RW -2 CURVE DATA Q. 1755'01" R. 994.000 L. 224.107 T 772.537 9 SECTIONS 0 21' -0" . 276' -0" M- OOT. OF FTC. EL 13.0 nyi 50 ROT. OF F70.7 EL 14.0 APPROX. T. X. EXIS ROT. OF F7G. / EL. 15.0 1 7+00 ELEVATION NW -1 WALL LENGTH . 7287 -70" 50 1 6 Dow. DRAIN PIPE 607. OF FIG. EL 16.0 12 +00 V EL. 77.0 _10 9 SECTIONS 0 21' -0' . 276' -0" CITY OF SEATTLE 5- DWI. DRAIN PIPE-' 76 +00 ROr. OF AG. [L 10.0 r OLw. DRAW (T1P.) 50 17 +00 RACK7ILL GRADE ELEVATION RW -2 607. OF AG EL. 72.5 6" OWL. DRAW PIPE 50 - J0 \DOT.OF F70. -10 EL 14.00 78+00 90% SUBMITTAL 6/7/94 &car Ott , [•a. 770. A10 PRDI. NO Dr.y,re A J.E. L(PNERSON C"rnm h J.H. SZYLECZEK e. G.L. FRANCO P,ri,,. Dry Pn L,C Prei,v,wory n q 1 WASH JOB NURSER :ONTRACT NO MC,' CVSPrc414, REVISION 87 APP') DATE Washington State 7% Department of Transportation 1101 PARS EgliRWCKONS ERHOFF WALLS NW- 1 /RW -2 SHEET 4 OF 6 Mat sm SO W4 OM" ML NJ. P: \001\x5,7070111 PI \Fa:\"9*\SS•1 -a 045 VLOIIM1G PATE :6/5/94 SR 5 RW-1 WORKIJNE & FACE OF BARRIER 2631+00 6-9" 3.-61c 3,61f 6"-79. 2640+00 4,03.1 I I C1TY OF SEATTLE BT LINE 6^ DAM UNDERDRAW PIPE r WAAL DRAIN PIPE OUTLET TO SLOPE 38+00 20- RW-2 CURVE DATA 7755.04- R= 994.000 L. 224.107 T- 112.531 50- 40- .30- 20- 70- -2 NORATJNE END WALL RW-2 PT 501 79+45943,1 6- EXAM. DRAJN 6 8T501 38+75.00 PIPE 01/7557 70 PLAN SLOPE WALL LENGTH • 1280,10" 10 SECTIONS 0 24,0- - 240,0- 807. OF FM. EL 27.0 6 DIAL DRAW PPE BOT. OF Fro. EL. 230 80T. OF FTG EL. 17.00 50 13+00 EL. 21.0 50 - 50 - 40 - JO BOT. OF Fro. Et.. 29.0 EL. 3.10 14+00 APPROX. EXIST. GRADE 50 ELEVATION NW-1 N.- 6 SECTIONS 0 24,0 - 744*-0- 110,11..L: op TYPE 4 PVC COATED FENCE arP.) A 015 TOP OF TENce a4sE 1° APPRO X . EXIST. TOP OF WALL 0...1.° 0.• — - FT AO • f; 5 c.,- GRADL ‘,.. -- ...a -- --- prir AC rr, \ 807.70-6F F7G. El_ 14.0 18+00 EL. 14.5 .50 3_ MAL DRAIN (TIP.) BACKFILL GRADE Bor. or 710. EL 130 19+00 ELEVATION RW-2 20 EL. 12.5 90% SUBMITTAL 6/7/94 5.,7-.8 8 J.E. mcPHERSON CP•rc.eC J.H. SZYMECZEK t./ CU. FRANCO Ces, STATE 7 WASH JOB NUMBER FED. ND PROJ. NO TI REVISION BY APPT/ DATE CONTRACT NO ..1„,41111h Washington State IV Department of Transportation MIN W5 no PARSONS F.LT BRNO( ERHOFF WALLS NW-liRW-2 SHEET 5 OF 6 155 NO 2610 +00 . SR 5 2641 +00 2642 +00 N 15 +00 +50 NW— WORKUNE /-* FACE OF BARRIER 76+00 5/526 IDLE SBR 60 — 50 — 40- WALL LENGTH : 7280' -)0" 2 SECTIONS 0 2B' -5- - 56' -10' 6 SEC77089 0 21' -0' - 111' —O' 30 — 80T. OF F70. EL 33.0 RO7. EL. 34.0 607 EL. 35.0 £L. 39.0 APPROX. EXFST. GRADE 15 +00 CITY OF SEATTLE 50 ELEVATION NW -1 16 +00 .50 —60 1.4470.1 70 CERTAIN WALL O 8R10GE 5/526 E —50 7' PREVOLDEO JT, F7LLER 807. OF FIG. EL. 41.0 —30 90% SUBMITTAL 6/7/94 6c;. Desq' C ■• STATE FED. N0 PROJ. N0. I:e.y -.a A JE MCPNERSON aK.ea w J.H. S IIECZEK 1 8658 D.ta.e0 h G.M. FRANCO '0. D. 717 JOB NUWBER y. q Artnlect /S,.cti+nt REVISION BY APP'O DATE ;.0NTRA07 NO ■ Washington State T _ Department of Transportation Mat W6 r07. tKI. D. \WC\•SDOT \.12107 5 :^L\tA4AV:8A1 -e.DAD OD PARSONS BRAWC r ERROR WALLS NW -1 RW -2 SHEET 6 OF 6 VIM or FINISH F2— 8 9. -0" ANN. —1714511 F3 8 NOTE EXCAVATE UNSUITABLE W TERM UNDER FOOTINGS AND PLACE GRAVEL B4CKFILL FOR FOUNDATIONS. DEPTH "Y SHALL BE DETERMINED BY THE ENGINEER. PLACE FORMUNERS B0T70M TO TOP TO CREATE CONTINUOUS FW/011 SEE DETAIL TYPICAL SECTION 2A' -0" —FINISH Fl TOP OF WALL J' -1D' <• -Y J' -10" A' -Y TOP OF BARRIER 3' -70' 4,2" r I 11 i. ill Ili 7,, I 1i; II I�I 1'I III SMOOTH CONCRETE AND J I r .l 7 7 DEPRESSED PANEL WITH VERTICAL STATED FNSH -,F I .B (If.) I .C. .0. I DESCRIPTION BAR -K' FACE OF TRAFFIC SMOOTH CONCRETE AND BAR '1r BARRIER, WALL RW -2 •P 8&9 ' alit Y LENOTN CONCRETE O'r49 STEQ �yS,R P3 SIZE SSPACNG h I b I LENGTH SIZE SPACING h I b 1 LENGTH SRE SPACNG LENGTH 3 5_6 10 _1B' -9" 15 19• -9" ' 2'-0HLLF 5 1 9' 4• -T 1 2•-6 3' -0" 9 -9' 112 -Y 4 4 P -0- i 5' -7 1 7• -0' lr -r t` 6' 7' -Y 6') t2' -T 5 5 I 9' 6" 5' -Y 6' -5' 5' -r 6' -5' 1 2_ -Y 7' -0' 5 1 6" 9' -T 1 • 2 -9' 1 7• -O' 6 I 6' 14 -r 1 J' -6' 177' -9' 4 1• -0' 1 16' -Y 1 8' 117-Y 5 I 6' 9' -5' 9' -5' FINISH LOCATION DESCRIPTION P7 FACE OF TRAFFIC SMOOTH CONCRETE AND BARRIER, WALL RW -2 PIGMENTED SEALER TRAIL SIDE OF NW -1 P3 RNER SIDE OF NW -1 RANDOM BOARD FINISH AND PIGMENTED SEALER F2 TRAFFIC SIDE OF NW -7 571ATE0 FINISH W]TI1 P/CM£N1ED SEALER SMOOTH PANEL FORM WITH SACKED FINISH RANDOM BOARD FINISH: A FORMUNLR SHALL BE PROND50 TO PRODUCE A RANDOM BOARD FINISH. THE FORMUNER SHALL BE AN ELA5TOMER/C PORMLINER AS MANUFACTURED BY 5YMON5 PC 30921. BURKE -726 V.LG. OR SCOTT -726 V.L.G. 5111TM AN /SH.r A FORMU1ER SHALL BE PROVIDED 70 PRODUCE A ST14TE0 FINISH. THE FORMUNER SHALL BE AN ELASTDMERIC FOAM- LINER AS MANUFACTURED BY SY'LIONS PC 30964 8URKE- /722 OR SCOTT-/122. SEE DETAIL THIS SHEET. TYPICAL ELEVATION - ARCHITECTURAL FINISH F2 J¢" PREMOLDED JOINT FILLER FAG£ OF 1105E WALL 4• SMOOTH PANEL FORM W/ SACKED FINISH (EVERY OTHER PANEL) SECTION DEPRESSED PANEL W/ 1I VERTICAL 57147£0 771115)4 (EVERY OTHER PANEL) CONCRETE 8ARR1£R TYPE 2 SEE STD. PLAN C -8 PPE 6 CHAIN LINK FENCE - SEE STD. PLAN L -2 & L -1 ADDITIONAL BARR "L' /4 EACH FACE DETAIL EXTEND 0� TO FENCE BASE WE ROPE LOOPS SEE STD. PLAN C -8 ELEVATION 11, N I N TRAFFIC B4RRIER1 NW -1 1 57NGIYALL ! BRIDGE PLAN WALL END DETAILS FNISH GRADE LIM1T5 OF STRUCTURE EXUV. CLASS A. [NCI. HAUL N- CHAMFER (TYP) INSIDE FACE OF WALL /5012 WALL NW -7 WORK UNE--\\ FOR BARRIER RINK SEE SHE 1,27 I_2•-0" MIN. LAP M/N. LAPS � VEL CKFILL 6- Dw4. UNDERORAIN PIPE (SLOPE TO DRAIN OUTLET) GRAVEL BLCKFILL FOR DRAIN 1' -0'-1 BARS Y CLR. (TOP & 510£5) 71 Y ?Jr CLR. (7YP) BAH 'K 2'-O' /4 • L. MA< 7."--81R "R" 1• -Jl�' fWSN GRADES LO45f / J7. W ROUGHENED SURFACE BMR S0/4 h W /2 -? CENO5 J$P) EARS '0' /4 0 15' MAX Y TOP AND 8077044 EARS S' /5 • 12 SECTION -WALL NW -1 REINFORCING WALL FOOTING STEP DETAIL 9•0pe Ileua^ C^a' STATE FED. ND PROM. NO 0ev, ea eT J.EUCPherson 5/94 0e44ee by J.H.Stymeezek 6/94 05wee er B.R.Wepenber9 6/94 n 0'r E ^5. 1 OM JOB NUMBER CONTRACT NO R5\45101 BY APPS DATE . Washington State T � Department of Transportation mat W7 OD PARSONS BRPICKERHOFF WALLS NW -1 & RW -2 SHEET 7 OF 7 195 .0: P. \001\.sooA 12IOASTR1RC'w4l \'• +t- )' -+•L SR 5 WALL CURVE DATA 00' 38. 24' R - 4000.00 - 22.35 1. - 44.69 60- 50— 40_ 6" DAM. UNDERORAIN PIPE WALL WORK LINE r -r- 2642 +00' BRIDGE 5/526 W BRIDGE 5/526 E4:° 3 � PLAN m4h \ Wy 6" DAM. DRAIN PIPE OUTLET TO SLOPE WALL CURVE DATA � =S 73. 44' R - 1432.52 T : 40.38 L - 80.83 2• -5" WALL WORK LINE BRIDGE 5/526 W 2650 +00 GENERAL NOTES 7. ALL MITERALS AND WORKMANSHIP 591111 Lr IN ACCORDANCE WITH THE NEWLREVENTS OF THE STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION 'STANDARD SPECI A1ION5 FOR RD405, BRIDGES AND AIUMCIPAL CONS7RUCTh" 04710 1994 AND AMENDME7115 2. INDICATES WALL DESIGN HEIGHT. .1. FOR RETAINING WALL DETAILS SEE STANDARD PLAN D-10. . 4. APPLY PIGMENTED SEALER TO TRAFFIC BARRIER AND FACE OF RETAINING WALL 5. THE OUTSIDE FACE OF 1RAFF7C BARRIER SHALL H491f A FRACTURED FIN FARSIL 6. MDR BARRIER DETAILS SEE SHEET W23 & 1126. 7. TOP OF WALL ELEVATIONS SHALL BE VERIFIED. 5EE SHIFT W24. 8. CONCRETE IN THE 24 FOOT WALL SECTIONS SHALL BE PLACED 5EPER4IELY BETWEEN EXPANSION JOINTS WITH A AMMAN 72 HOUR PER100 BETWEEN FARMS 9. FOR HiVRANT AND DRAINAGE LOCATIONS 5EE ORAIN40E;NOLITY PLANS 70. FOR SIGN FOUNDATION DETAILS SEE =KING DETNLS. N2,6' 2651+00 BRIDGE 5/526 E; 6' D1AM. UNDERDRIN PIPE PLAN QTY OF SEATTLE ELEVATION 2650 +00 I�E�tTJ� ■ aTY OF SEATTLE ELEVATION +50 NOTE` ADDITIONAL FIELD SURVEYS ARE BEIIIC CONDUCTED TO EVALUATE EXISTING 00NOU1CWS DESIGN OF THESE WALLS MU 0ANGE TO REFLECT THOSE VALUES WHEN AVAILABLE 2551+00 90Z SUBMITTAL 6/7/94 E:eoe Ors, C., STATE FED. ND PRD1. NO 5uco +ate J.E.UCPOerson 6/94 Cyttec ey T WISH Deuce by • B,R.Werenben9 6/94 >.q.”. JOB NUMBER P.Me+noy Ron by CONTRACT NO A.snnee117oeoom ,•:E .0 0"\.SX 4,2lM\SrPCVK',.a \4.L5N- .0,O HEMP rc1 .0 RM35•. -1 :r 6/6/34 REVISION BY APP'0 DATE Washington State T Department of Transportation sm W24A PARSONS le KMBRINCRERNOFF RETAINING WALLS RW -4 & RW -5 SHEET 1 OF 1 fe IP COS