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HomeMy WebLinkAboutCONSENT Duckabut Estuary Department of Public Works Consent Agenda Page 1of1 Jefferson County Board of Commissioners Consent Agenda Request To: Board of Commissioners Mark McCauley, County Administrator From: Monte Reinders, P.E., Public Works Director j / Agenda Date: June 23rd 2025 Subject: Turnback Agreement between Washington State Dept of Transportation and Jefferson County related to the Duckabush Estuary Restoration Project Statement of Issue: The intersection of Duckabush Road with Hwy 101 is being relocated slightly to the north east in order to safely accommodate a left turn lane at that intersection Et as part of the estuary restoration project. The Board is asked to review a two-part Construction Et Turnback Agreement. Under the Construction Agreement Jefferson County will grant to WSDOT a temporary right of entry / temporary work area easement for a period of 72 months (the construction period) as shown in Construction Agreement Exhibit A. Upon completion of construction the Turnback Agreement details that WSDOT will release Et convey the easement area back to Jefferson County. WSDOT will also convey in fee the newly constructed alignment of Duckabush Road intersecting US-101 in fee that was acquired by WSDOT for the project. Jefferson County agrees in the Turnback Agreement to convey in fee the previously existing Duckabush alignment area now not in use to WSDOT as shown in Turnback Agreement Right of Way plan. Analysis/Strategic Goals/Pro's Et Con's: The attached Construction Et Turnback Agreement(s) are WSDOT's current standardized forms for the purpose of documenting agreements related to temporary right of entry / temporary work area easements and for the state to relinquish certain rights-of-way and the local agency to accept such rights-of-way. It is in the County's interest to maintain ownership of the entire road alignment. Fiscal Impact/Cost Benefit Analysis: Negligible, upon transfer of the subject rights-of-way following completion of the project, the County will be responsible for future maintenance and operation of the roadway facilities within the transferred right-of-way. Recommendation: Department of Public Works recommends that the Board sign both the Turnback Et Construction Agreement in the form attached and return to Public Works to be sent to WSDOT/USACE. Department Contact: Josh Thornton, Real Property Specialist, 360-385-9162. Reviewed By: I $74/9 4- Mark McCauley ounty Administrator Date CONTRACT REVIEW FORM Clear Form (INSTRUCTIONS ARE ON THE NEXT PAGE) CONTRACT WITH: Washington State Department of Transportation Contract No: GCC 1114/a a 4-a f(O Contract For: US 101 Duckabush Estuary Restoration Realignment Term: 72 Months COUNTY DEPARTMENT: Public Works Contact Person: Josh Thornton/Eric Kuzma Contact Phone: 360.385.9162/360.385.9167 Contact email: JThomton@co.jefferson.wa.us/EKuzma@co.jefferson.wa.us AMOUNT: 0.00 PROCESS: Exempt from Bid Process Revenue: 0.00 Cooperative Purchase Expenditure: 0.00 - Competitive Sealed Bid Matching Funds Required: 0.00 - Small Works Roster Sources(s)of Matching Funds N/A — Vendor List Bid Fund# N/A _ RFP or RFQ Munis Org/Obj N/A ,Other: APPROVAL STEPS: STEP 1: DEPARTMENT CERTIFIES OMPLIANCE WITH JCC 3.55.080 AND CHAPTER 42.23 RCW. CERTIFIED: N/A:I I ///9.0a5 Signature Date STEP 2: DEPARTMENT CERTIFIES THE PERSON PROPOSED FOR CONTRACTING WITH THE COUNTY (CONTRACTOR) HAS NOT BEEN DEBARRED BY ANY FEDERAL, STATE, OR LOCAL AGENCY. GJ n CERTIFIED: El N/A: a ' / / 1°e2S Signature Date STEP 3: RISK MANAGEMENT REVIEW(will be added electronically through Laserfiche): /electronically approved by Risk Management on 6/11/2025. V State agreement. Cannot change. STEP 4: PROSECUTING ATTORNEY REVIEW(will be added electronically through Laserfiche): ectronically approved as to form by PAO on 6/17/2025. State agreement with temporary easement and right of way during construction. STEP 5: DEPARTMENT MAKES REVISIONS & RESUBMITS TO RISK MANAGEMENT AND PROSECUTING ATTORNEY(IF REQUIRED). STEP 6: CONTRACTOR SIGNS STEP 7: SUBMIT TO BOCC FOR APPROVAL 1 41116. Washington State ', Department of Transportation Public Agency Jefferson County Construction Agreement Contact Name Eric Kuzma Title Asst.Public Works Director/Eng.Services Manager Construction by WSDOT on State Highway Address Right of Way at WSDOT Expense 623 Sheridan Street Port Townsend,WA 98368 Phone 360.385.9167—360.301.6783(c) Email EKuzma@co.jefferson.wa.us Agreement Number Project Title US 101 Duckabush Estuary Restoration Realignment GCC 1114 State Route Number Mile Post Control Section Description of Improvements 101 309.65 Construction of improvements at the intersection of US101 Exhibits Attached and Duckabush Road, including the realignment of Exhibit A: Easement Plan&Legal Duckabush Road. Description Exhibit B: Plan Sheets Exhibit C:Turnback Agreement This Agreement is between the Washington State Department of Transportation(WSDOT)and the above-named governmental entity (Agency), hereinafter referred to individually as the"Party"and collectively as the"Parties." Recitals 1. The U.S.Army Corps of Engineers("USACE") is funding(with 35% matching funds from the Washington Department of Fish and Wildlife and WSDOT)and constructing a project on US101,a state highway, that will replace the existing highway bridge across the Duckabush River Estuary, referred to as the"Duckabush Estuary Restoration Project"(hereinafter the Project). The Project requires realignment of Duckabush Road, a county road,at the intersection of US101, hereinafter referred to as"Improvements." WSDOT is entering into this agreement with the Agency for real property interests needed in support of the Project. 2. The Agency is willing to authorize USACE to construct the Improvements with WSDOT support subject to the terms and conditions of this Agreement. 3. WSDOT is prohibited from paying for the costs of mitigating utilities without a real property right under chapter 47.44 RCW Now therefore, pursuant to RCW 47.28.140,the above recitals,which are incorporated herein as if set forth below,and in consideration of the terms,conditions,covenants,and performances contained herein,and in the Exhibits attached hereto and hereby made a part of this Agreement, it is mutually agreed as follows: 1.0 Purpose of Agreement WSDOT provided the Agency with its Plans and Specifications for the proposed Improvements. The Agency has reviewed and agreed with the plans and specifications, unless otherwise modified pursuant to the terms of this Agreement.WSDOT agrees to and shall construct, operate and/or maintain the Improvements in accordance with the terms of this Agreement. 2.0 Right of Entry 2.1 WSDOT Page 11 GCC 1114 WSDOT hereby grants to the Agency, its employees, authorized agents, contractors, and subcontractors, a right of entry upon all WSDOT-owned property necessary for the Agency's review of construction of the Improvements. 2.2 Agency The Agency hereby grants to WSDOT, USACE, their authorized agents, contractors,subcontractors, and employees, a right of entry upon state-owned highway right of way onto which access is necessary to construct the Improvements. 3.0 Temporary Work Area Easement 3.1 Temporary Work Area Easement The Agency hereby grants to WSDOT a temporary easement and right of way in, on, over and across the land described in Exhibit A for a period of 72 months, beginning with date when construction begins for the project, possession of the land is granted by the Agency to WSDOT for use by the United States, its representatives, agents, and contractors as a work area, including the right to deposit fill thereon, move, store, and remove equipment and supplies, and erect and remove temporary structures on the land and to perform any other work necessary and incident to the construction of the Puget Sound Nearshore Ecosystem Restoration Project, together with the right to trim, cut,fell and remove therefrom all trees, underbrush, obstructions and any other vegetation, structures, or obstacles within the limits of the right-of way; reserving, however, to the landowners, their heirs and assigns, all such rights and privileges as may be used without interfering with or abridging the rights and easement hereby acquired; subject however, to existing easements for public roads and highways, public utilities, railroads and pipelines. 4.0 Construction 4.1 Documents on Site Copies of this Agreement shall be kept at the USACE project office and by USACE or its contractor at the construction site. USACE will be responsible for construction administration on behalf of WSDOT for the Project. 4.2. Pre-Construction Conference Prior to the beginning of construction, a preconstruction conference shall be held at which WSDOT,the Agency, USACE,and USACE's contractor(if applicable) shall be present. WSDOT shall give a minimum of ten (10)working days notice to the Agency's representative prior to holding the pre-construction conference. Working days for this Agreement are defined as Monday through Friday, excluding Washington State furlough days or state holidays pursuant to RCW 1.16.050. 4.3 Construction of Improvements 4.3.1 USACE shall construct the Improvements as shown on the attached Exhibit B at USACE, WSDOT and WDFW's sole cost and expense. The Agency shall not be required to contribute to the construction of the Improvements. 4.3.2 All material and workmanship shall conform to USACE's Specifications for the Duckabush Ecosystem Restoration, Washington State Department of Transportation's Standard Specifications for Road, Bridge, and Municipal Construction, current edition, and amendments thereto (Modified Standard Specifications), and shall be subject to WSDOT inspection. 4.4 Support of Work WSDOT shall support construction of the Improvements by USACE, its contractor, subcontractor, agent, and others, and approve those improvements on behalf of WSDOT. 4.5 Required Permits USACE shall obtain on WSDOT's behalf all necessary Federal, State, and Local Permits including, but not limited to, permits required by the Washington State Department of Ecology, the Washington State Department of Fish and Wildlife, U.S.Army Corps of Engineers, and the National Environmental Policy Act(NEPA) prior to beginning construction. 5.0 Indemnification 5.1 To the fullest extent permitted by law, each Party to this Agreement will protect, defend, indemnify, indemnify, and save harmless the other Party, its officers, officials, employees, and agents, while acting within the scope of their employment as such, from any and all costs, claims,judgments, and/or awards of damages (both to persons and property), arising out of, or in any way resulting from, each Party's negligent acts or omissions with respect to the provisions of this Agreement. Neither Party will be required to indemnify, defend, or save harmless the other Party if the claim, suit, or action for injuries, death, or damages (both to persons and property) is caused by the sole negligence of the other Party. Where such claims, suits, or actions result from the concurrent negligence of the Parties, their agents, officials, or employees, and/or involve those actions covered by RCW 4.24.115,the indemnity provisions provided herein will be valid and enforceable only to the extent of the negligence of the Page 12 GCC 1114 indemnifying Party, its agents,officials,or employees. 5.2 The Parties agree that their obligations under this section extend to any claim, demand, and/or cause of action brought by, or on behalf of, any of their officers, officials,employees, or agents. For this purpose only,the Parties, by mutual negotiation, hereby waive,with respect to each other only,any immunity that would otherwise be available against such claims under the Industrial Insurance provisions of Title 51 RCW. 5.3 This indemnification and waiver will survive the termination of this Agreement. Acquisition of Right-of-Way and Exchange of Real Property. WSDOT will acquire the right-of-way necessary for the realignment of Duckabush County Road at no cost to the Agency. Prior to completion of the Improvements,WSDOT and the Agency will enter into a Turnback Agreement providing for the exchange of real property as shown in Exhibit C. 6.0 Payment 6.1 This is a non-financial Agreement. In no event shall either Party seek compensation for work performed under this Agreement. 7.0 Miscellaneous Terms 7.1 Assignment of Agreement No assignment or transfer of this Agreement in any manner whatsoever shall be valid, nor vest any rights hereby granted, until WSDOT consents thereto in advance and in writing, and the assignee accepts all terms of this Agreement. 7.2 Records Retention and Audit All records related to this Agreement shall be held and kept available for inspection and audit for a period of six(6)years from the date of termination of this Agreement or any final payment authorized under this Agreement,whichever is later. Each Party shall have full access to and right to examine said records, during normal business hours and as often as deemed necessary. In the event of litigation or claim arising from the performance of this Agreement,the Parties agree to maintain the records and accounts until such litigation, appeal or claims are finally resolved. This section shall survive the termination of this Agreement. 7.3 Modification This Agreement may be amended or modified only by the mutual agreement of the Parties. Such amendments or modifications shall not be binding unless they are agreed to in advance and in writing and signed by persons authorized to bind each of the Parties. 7.4 Disputes In the event that a dispute arises under this Agreement, it shall be resolved as follows:WSDOT and the Agency shall each appoint a member to a Dispute Board,these two members shall select a third board member not affiliated with either Party.The three-member board shall conduct a dispute resolution hearing that shall be informal and unrecorded.An attempt at such dispute resolution in compliance with aforesaid process shall be a prerequisite to the filing of any litigation concerning the dispute.The Parties shall equally share in the cost of the third Dispute Board member; however, each Party shall be responsible for its own costs and fees. 7.5 Venue and Attorney's Fees In the event that either Party to this Agreement deems it necessary to institute legal action or proceedings to enforce any right or obligation under this Agreement upon completion of the dispute resolution process set forth in Section 7.4 above,the Parties hereto agree that any such action or proceedings shall be brought in Thurston County,Washington Superior Court. Further,the Parties agree that each will be solely responsible for payment of its own attorney's fees,witness fees, and costs. 7.6 Independent Contractor The Agency shall be deemed an independent contractor for all purposes under this Agreement,and the employees of the Agency or any of its contractors, subcontractors,consultants, and the employees thereof, shall not in any manner be deemed to be employees or agents of WSDOT. 7.7 Termination of Agreement WSDOT may terminate this agreement in whole or in part,without penalty or further liability in the event of the following: a) Termination for Cause If for any cause either Party does not fulfill in a timely and proper manner its obligations under this Agreement,or if either Party violates any of these terms and conditions,the aggrieved Party will give the other Party written notice of such failure or violation. The responsible Party will be given the opportunity to correct the violation or failure within fifteen (15) working days. If the failure or violation is not corrected,this Agreement may be terminated immediately by written notice of the aggrieved Party to the other. b) Termination for Withdrawal of Authority Page 13 GCC 1114 In the event that either Party's authority to perform any of its duties is withdrawn, reduced,or limited in any way,or if funding is withdrawn after the commencement of this Agreement,either Party may terminate this Agreement by seven(7) calendar days written notice.No penalty shall accrue to the terminating Party in the event this section shall be exercised. Any termination of this Agreement shall not prejudice any rights or obligations accrued to the Parties prior to termination. 7.8 Counterpart and Electronic Signature This Agreement may be signed in multiple counterparts,each of which constitutes an original and all of which taken together constitute one and same agreement. Electronic signatures or signatures transmitted via e-mail in a"PDF"may be used in place of original signatures on this Agreement.The Parties intend to be bound by its electronic or"PDF"signature on this Agreement, are aware that the other Parties are relying on its electronic or"PDF"signature and waives any defenses to the enforcement of this Agreement based upon the form of signature. In Witness Whereof,the parties hereto have executed this Agreement as of the Party's date last signed below. Jefferson County Washington State Department of Transportation _ By: By: Printed: Printed: Title: Title: Date: Date: Approved as to Form Jefferson Approved as to Form County Washington State Department of Transportation By: By: Printed: Printed: Title: Title: Date: Date: Approved as to f only: 714 for 06/17/2025 Philip C. Hunsucker, Date Chief Civil Deputy Prosecuting Attorney Page 14 GCC 1114 tN1 �/ SECT. 16 \ \, tGHJ JN�, D UNE 1.+45.OS P.T T.25N. R.2W. W.M. .\A +, 17K7A7 ..OL'D LIME • p >nn \ \ )` P.arLi• (—II' Easement to be conveyed by the \\ D Lax 1N792a Pi. • P Local Agency r I A QG `, D-LP+E 16+53Aa P.T. ` D LINE 1302.15 P.C. 0\ ( ,'\ s . ————_ f. ` D UNE N12y4154.59 P.T. i- ---] Roadway Facilities&ROW to be \ /' '� o43IE+uns PI \ ,1 SSW.YJ '/ry E LINE 32K0.00 P.O.E. \ •Go, conveyed by easement by the ( f NASEM1 \ , ATI fall' 1 ` Local Agency to WSDOT,then 1 L/ 4 DUNE 15K1AS P.C. 4 EASEMENT �FA6EYFNT f 1 .t 1/4 P wi conveyed in fee post-project 5 \ // • i59�5e .1' 1.\(a *h �! I 155.00.J'R'T15 / " //�_--�\ \ \ i. SURPL P 0, ICN( 91 SF `� ( � P `\ ( C UN l'\AI. • \ / 'I'r1 aM�j •,���\ Mn0 \ / ` 'P '. FEZ A EASEMENTI,w],LTI ( ' .. • SE 1/4 SE 1/4 \ \� 6 N5`� O C 551% \)' cr y a2� \ D LINE 11NS1A5 P.I.15 • SEC. 16 -\\ ooc \NY' m TURN9ACK uN� ( t 'Y ii D UNE 10.75.14 P.C. A EASEMENT \ m r ' FOR RELINOUIS MENT \ m �i 1 t`� TO COUNTY S. :'. 19..eaL J't , 1 ' \ ® \ END PROJECT .'L J (ne I PETRJFAN CREEK C. 1S/602 IToe LRI \ lelm l ,+ •`� /, °° \ US 101 MP 309.83 " `Iv°"it//!e\� ffi STA 0 15 52 = �F ® C-LINE54 + ��5 T— -- l »' \ US 101 ROW —'" — — 1 LT,f •� \ MS.a, 5-A \ STA + .22 ( .83 RT.)w 0 — —'— ) > , < ]P55 ^ 16tD�) `�J \<- Iz'18 LI' • \ ,5.LTI / 00+,1 ___.- CLINE •• . (s.'.'Li�. - - - Pcq*"..\ \ �- 5 5]p.� 0 UNE 10.00.00 P.O.B. �_ Sgg L//yE I I[,>1'.i Y3 \ NE 1/4 SE 1/4 1 ee' — •C LINE 531.32.56 C5 �_`` �Z. \ SEC. 16 _ .. 29,1 LT., \ • IS 4U __i— —\\ \ \/ �`_`�( W - • . ` ` \ — \ ROB/RD \\_ Jy1 />0 • 0 C LINE 540.15.52 P.T. NOTES: A EASEMENT \851�\--(TI ,_/ \\``��•/( •r, �. r \ts ` `` 1. THE BASIS OF BEARINGS AND DISTANCES ARE DETERMINED FROM _ \ An ``` ` \ �` ```` `` WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE(NAND t L—C UNE 576+63.17 P.T.\ • • SqD \ • C UNE 537+29.D5 P.C. 2. PER RCW 58.09.130,ANY MONUMENT OR CORNER DISTURBED BY THE \ O �� C LINE 53N72.30 P.I. CONTRACTOR'S OPERATION SHALL BE REPLACED AT NO COST TO THE E CONTRACTING AGENCY. / \ `````��� ` § PRIMARY CONTROL TABLE Lam` \ C LINE 544+10.04 P.O.E...� > 3. THE DISTANCES SHOWN ARE GROUND DIMENSIONS,US SURVEY FEET.TO ` ` \ OBTAIN THE GRID DIMENSIONS,MULTIPLY THE GROUND DIMENSION BV HORIZONTAL DATUM PROJECT DATUM VERTICAL DATUM THE COMBINED FACTOR OF 0.9999766. NAD(83/11)WA NORTH US FEET COMBINED FACTOR 0.9999766 NAND SS • \ 4. SEE SHEETS ALl THROUGH AL3 FOR ADDITIONAL ALIGNMENT DESIGNATION NORTHING FASTING NORTHING EASTING ELEVATION �� 0 \ INFORMATION. IS1602 245157.564 1123650.217 573024.750 1451280.880 18.389 �� —.. \ pg 5. SEE SHEET RWI FOR LEGEND. ROBI RD 242923.592 1122035.935 573246.634 1451759.844 36.404 0 50 100 \�a, iTRANSFORM SPC TO PDC (SPC US FEET•)1ICF))•((39.37112)1 100000)•PDC SCALE IN FEET 3 TRANSFORM PDC TO SPC(PDC US FEET-((39.37/12)•100000))•CF•SPC '/FILE NAME 01w.nbN.[r.1iw w7e0e077158AX1iW2 M11W3.0an yF TIME 11:00)03 AM •...• ^•'• FEDAID PROJ.NO. Ilk ^^•••r•• C DATE 7/412025 10 WASH US 101 9 PLOTTED BY d.I.C,A -'/ DUCKABUSH ESTUARY RESTORATION RW3 ENTERED er M.TUFFUJIWARA 572 Washington State REALIGNMENT ENTERED aV M.FUJIWARA Go 9yCHECKED BY A.DE LA CRUZ Department of Transportation 6 PROJ.ENOR. O.AMUNDSEN SARNKOW m•,..[.... XL6092 ,< ..N RIGHT OF WAY PLAN ....• REGIONAL ADM. S.ROARK REVISION DATE BY •s.n.w O. .artr.[. Easement to be conveyed from Local Agency.then turned back with improvements post-project (Yellow Area in attached exhibit) All that portion of the hereinafter described Parcel'A'lying Westerly and Southerly of a line beginning at a point opposite Highway Engineer's Station (hereinafter referred to as HES) D 12+71.86 on the D line survey of SR 101 DUCKABUSH ESTUARY RESTORATION and 66.72 feet and 77.82 feet Southerly therefrom;thence Northerly along said line survey to a point opposite HES D 12+71.70 and 27.39 feet Southerly therefrom;thence Easterly along said line survey to a point opposite HES D 12+38.92 and 27.50 feet Southerly therefrom;thence Northwesterly along said line survey to a point opposite HES D 14+11.96 and 30.44 feet Northerly therefrom;thence Northwesterly parallel with said line survey to a point opposite HES 18+00 and the end of said line description. Duckabush Surplus Area(Purple in Exhibit Map)Legal Description All that portion of the hereinafter described Parcel"A" lying within the following described tract beginning at a point opposite Highway Engineer's Station (hereinafter referred to as HES)C 529+99.80 on the US 101 line survey of US 101 DUCKABUSH ESTUARY RESTORATION REALIGNMENT and 52.03 feet LT.Northwesterly therefrom; thence Northeasterly along said line survey to a point opposite HES C 530+60.74 and 51.65 feet LT.Northwesterly therefrom; thence Northwesterly to a point opposite HES D 12+37.92 on said line survey and 27.50 feet LT. Southerly therefrom;thence Westerly along said line survey to a point opposite HES D 12+71.70 and 27.39 feet LT. Southerly therefrom;thence Southerly along said line survey to a point opposite HES D 12+71.86 and 77.82 feet LT. Southerly therefrom; thence Southwesterly along said line survey to the point of beginning. Parcel"A" The following described property acquired by instruments recorded July 20, 1933, under A.F. Nos. 70659 & 70658,respectively: A strip of land 70 feet wide in Section 16,Township 25 North, Range 2 West, W.M., being 40 feet on the Southerly side and 30 feet on the Northerly side of a center line Westerly from the Engineers Survey Station 23+55, extended. Also, a strip of land 70 feet wide in Section 16, Township 25 North,Range 2 West,W.M., being 30 feet wide on the Northerly side and 40 feet wide on the Southerly side of a center line extending from the Westerly right of way line of said road at Engineers Station 23+55 to the West line of the Southeast quarter of the Southeast quarter in said section. N��"�5 ' SECT.. 16 \,\ IT•LINE 17.67A7 P.D! 61,D LIME A4MSA8 P.T,''. MPjGpJN >_,,,,. T.25N. R.2W. W.M. >` • 441 \ yxi.6 ) D LINE 13.79.22 PJ. P• I 1 '�1 D-LINE 1NS1M P.T. \ _D UNE 13.1295 P.C. / 0\ ( \ �` \ 1 ` D UNE 12.24.59 P.T. , \ \ // \ DUNE 16.17A7 PJ. .———— 3 E LINE 32.WA0 P.O.E. \ / • \ :.SM" ` Pd$,'..1 NW?, �, / \ ' Da.INE 15.81.66 P.C. A EASEMENT \ EM MEN% 11318f Ni, ,/ • \ \ \\‘ • • SURPLUS PROPERTY - 1 • \`. .,GO.SPLTI ,a., N rm • { I>o.L) \ 7, C UNE 529.770.62 P.L 1 11t ®* / )1 \ - /, eM � ;w,.n \\ / / a.'•L i• \ �. 5 SNEER .0110, • F� 1 CIO >A EASE NTI'a IA.1 1 E LINE 30.00.00 FAB SE 1/4 SE 1/6 T NE�1e>" s19-- 11.ioYNj \ •D LINE 11481.15 \ tONJ JNE OI II •!� D LINE 11+51A5 P.I. SEC.16 \ 13P' O D UNE 10.75.14 P.C. T \ mtTn TURNINGK)LIN� - FOR REl1NOUISHMENT • C y��.S0.9 \ T IM�LT1 ' TO COUNTY': Yf LTI t :'L) ���R ' N. •— ® \\ END PROJECT In C 1L PETRJEANREEI( IN°°�)�: N• 1137 \ US 101 MP 309.83 ® CLINE STA 540 15.52 = r .__8 —_J / '1DYLT \\ US 101 ROW •— _ IS1. o .•T., -- ,=%Am' e4 (Moo i• `.1•• ,. \\ STA B 33+14.22+ (0.83'RT.) _6ro—'— Dia,.) `' • 1'.'.L 1 9 L) Ifi J ♦ 1 ii1.1 / _ I `iTl O ---- C.UNE ( dn.i \ \ D LINE 10+0000 P.O.B. _—_�_ �_ SJS PCq•LI . / I.' ..), W \ NE 1/4 SE 1/4 N:0M Iss.or T,•— •C LINE 531.3256 c 3fi.55 -- 55 , ` ��, 1-425.4 LT)� � ... \\ SEC. 16 \\ L_ 10 _ \O� • to 4 \ 3N. `,........A , ©ROBI RD :j. 03. ` C UNE SR0+15.62 P.T. NOTES: •..„. (a.reR,.i / \ �� .�� 2 • ���� A EASEMENT -.• \ \ J \ 1. THE BASIS OF BEARINGS AND DISTANCES ARE DETERMINED FROM s 1 \ ..�n• `_ \ Ti. WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE(NAVD �I L—C LINE 5i66.63.37 P.T. C h �``` '+V \ `���s\\ C UNE 537.29.05 P.C. • 2 PER RCW 58.09.130.ANY MONUMENT OR CORNER DISTURBED BY THE 1. \ ` O ��� C LINE SIN7L30 P.E �� CONTRACTOR'S OPERATION SHALL BE REPLACED AT NO COST TO THE .....,`` CONTRACTING AGENCY. / \ 4.D 3. THE DISTANCES SHOWN ARE GROUND DIMENSIONS,US SURVEY FEET.TO PRIMARY CONTROL TABLE L. \ 3'S C LINE 244+1564 P.O.E��� OBTAIN THE GRID DIMENSIONS,MULTIPLY THE GROUND DIMENSION BY HORIZONTAL DATUM PROJECT DATUM VERTICAL DATUM \ THE COMBINED FACTOR OF 0.9999766. NAD(83H1)WA NORTH US FEET COMBINED FACTOR 0.9999766 NAND 88 `� \ 0 4. SEE SHEETS AL1 THROUGH AL3 FOR ADDITIONAL ALIGNMENT DESIGNATION NORTHING FASTING NORTHING BASTING ELEVATION `���— \ INFORMATION. 1,91602 245157.564 1123650.217 573024.750 1451280.880 18.3139 — \ _ ROBI RD 242923.592 1122035.935 573246.634 1451759.844 36A04 I I 3 �4... 1 5. SEE SHEET RWI FOR LEGEND. — 0 50 100 TRANSFORM SPC TO PDC(SPC US FEET•(1/CFD+((19.17H2)•100000)•PDC SCALE IN FEET TRANSFORM PDC TO SPC (PDC US FEET•(09.37H2)•100000))•CF•SPC 2 FILE NAME oUpw 44.AOB010362T09D0L0012_PS RW3494 1 y F TIME 1:11:43 PM •'e° ... FED.AID PROJ.NO. MEIEM US 101 +.•.er.o DATE 5/19/2025 10 WASH 971 PLOTTED BY EM)AY. DUCKABUSH ESTUARY RESTORATION RW3 _- _ -_-DESIGNED BY N TUFF ENTERED BY M FUJIWARA — fiJC' 'Z Washington State REALIGNMENT ...T, CHECKED BY A.DE LA CRUZ courser Rio. l0.'.r•Y MI Department of Transportation o A.PROJ.ENGR. G.AMUNDSEN BARNKOW XL6092 REGIONAL ADM. S.ROARK REVISION DATE BY .yr.�•c r• Pr,„A.�..o. '•" RIGHT OF WAY PLAN .•..•.. �t SECT. 16 \ `�,, % DUNE 77a67A7 P.O.E. eP<Go,NE T.25N. R.2W. W.M. 1 \ DUNE+4+45.08 P.T. �� DUNE 13+79.28 P.I. DI-WE 1H12.95 P.C. DUNE 12.24.59 P.T. P CURVE DATA D•LINE 16+5).28 P.T. :.:..I., G-UNE 60+00.00 P.O.B.:' / P.I.STATION DELTA RADIUS TANGENT LENGTH 8 �` W-LINE 12.21.59 P.T,' i CiJNE S21a70.it I4.OT7B.ST'RT 24W.00 7M.55 1429.29 �.76% DUNE 1F77A7 PA AM1% EdINE 72a00,00 P.O.E. C.NE 57F7270 1'S714.10"LT 8400.00 74135 286A7WA • , DUNE 11+S1A5 28']2'35"LT )00.00 76.11U9A5 4A% ,.. 1 DUNE 15+81.66 P.C. DUNE 16.1747 14119'RT 6000 66.33 7)2.4513 �0% •® � tt'� DIME 1F17A7 1Y1'19"LT 2430.00 35.81 71.62 4A% SS'S0'34.41 1 • /tv.�4 / DUNE 60+4931 67.4C55"LT 25.00 15.57 27.85 WA DUNE 60+77.74 P.C. • PCA•L1NE x+28A7 244T57.19"RT 50.00 10.99 21.64 WA G-LINE 60+49.71 P.I. . 1. 1,0 �. PCA4JNE 74+8B.D! 15'71ro7.87"LT 100.00 17.6] r.oe WA $ G-LINE 60+61.58 P.T. Iii`%` I I * + PCA-UNE 76+66.79 90.44'78.71"RT 50.00 10.13 15.N WA a S.`'• E-I.NE lO+Op.00 P.OJ• ••t`-. •l Y , �1 ,� •DUNE 11+8135 TEMPORARY CURVE DATA _ CLINE 529+70.62 PJ. ® P.I.6TATK7N DELTA RADIUS TANGENT LENGTH S - _ _ E� I-�. ,: TCLNE 61+24.86 23.52'30.90"RT 1420.00 300.21 591.72 -4.76% •\�S NIH \ I Y •. PCA-LINE 7F74A7 P.C. CON''NV'5 w - Z '� N78.31'58.54"E \ 1N'1 O V -• `. DLNIE 11 51A5 P.1: PCALNE 74+79.11 P.T. + -�'�� ���: PCA-NE 34+28A7 P.I. `' u� '- DUNE 61+6294 P.O.E. .t , DUNE 1F75.14 P.0 O PCA.UNE 14+07A7 P.C. \\ PCA-LINE 76+5636 P.C. i+,l M© END CONSTRUCTION Ns)°44ro1.1s•E END PROJECT 8 i S PC{INS 12+30.0D S• \ PCA-UNE M+66.19 PI -- " / `fir PCA LINE x.ao!P.T. US 101 MP 309.83 Z / Slfi 7 y1 ' 1�•� PCA•UNE 34+88.09 P.L ♦ 8261426bYE C-LINE STA 540+15.52 = $ ___ - -L-__ �-•�� /r US 101 ROW • _ TcuNE s,.u. PL N ���I PCA-UNE 35+01.55P.T. \DW-37A1NE/W1.04 P.O.E. STA B 33+14.22 (0.83'RT.) sZ / r -%• 4li `��� N45.29'D1.74'w / V$ 101 RDIN Et_ -- - ! INE C�-/N(7 PCA•IINE Y{+00.00•i.C' '•--°41A DW-7767-UNE is2232 A.P. „rm., Flu- nip Fu.�,7C � 33F I 2' TC4JNE 58+ 00 P.u.e.1 S `mil y� ` OW-7779-UNE 7+W.00 P.O.B. 21.65 P.C. •C-UNE 5I7+32.56 I '`�^(. •� CL1N4 077.M.E. ���,�� 1 PC 1ta56a86 •65 \ - ••a':� DW7857-LINE 7M6.07 P.O.E. IN■ ............ s)4+o4.7s�f0 Y3'48.0. MBA E -_ -.... �� 66+00A3 P.O.E.• `\•' �.A • \ BEGIN CONSTRUC • _UH01 ROW B 2F5205(1.. '- 4,1• \ i PC-UNE 10+7037 2l 0b •�..� IC•LNE 64+16.36 P.T. S. C•LBNE 53 3.37. P.T. ii • e5 �s� \ OW-7668-UNE 7.DD.DO P.O.B. O ..� C-UNE 510.75.52 P.T. NOTES: •C-UNE 536,468.59 PCA•LNE 37+p2.88 P.O.E. : ` Ss _ S 1. THE BASIS OF BEARINGS AND DISTANCES ARE DETERMINED FROM 4"• , -- \ WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE(NAVD •CAINE STa78. \ • 88). 826'14'M62'E 3 N2r0ro0A2"W S4C \\ `s��� •y 2. PER RCW 58.09.130,ANY MONUMENT OR CORNER DISTURBED BY THE DW-3668-UNE 1+3132 A.P. ` �`` jj' CONTRACTOR'S OPERATION SHALL BE REPLACED AT NO COST TO THE 87r57'46.24"E CI - {NE 538+72.10 P.I. E CONTRACTING AGENCY. DW-3668LINE 1+66.54 P.O.E. ` DW- 57-LINE 1+00.00 P.O.B. \`��ss 5267Y46.71"E •C-UNE 538+72.30 s ` 3. THE DISTANCES SHOWN ARE GROUND DIMENSIONS,US SURVEY FEET.TO DUNE 537+29.05 P.C. 2 \ CLN MN E 5034 P.O.E.. OBTAIN THE GRID DIMENSIONS,MULTIPLY THE GROUND DIMENSION BY DW-3767-UNE 1+0030 P.O.B. OW7779LIIff 1M7.l5 A.P"`` \ N81• THE COMBINED FACTOR OF 0.9939766. •DUNE 537+67A6 548.28'27.60'E S . b'79p� 1 4. SEE SHEETS RW1 THROUGH RW3 FOR ADDITIONAL RIGHT OF WAY DMFi77lLWE 1+7474 P.O.E \` \ `\` INFORMATION. F 5. SEE SHEET AL7 FOR LEGEND. ••'�-.. ``� 0 50 O SCALE IN FEET �`���.. I FILE NAME <1pw w 4e00D38270MEL6012,P8_ALL gnAdak w wr.w TIME 1:09:37 PY FED.A ID PROJ.NO. _ ����� US 101 3 PLOTTED BY TE 019120•.5 _ 10 WASH 171 DUCKABUSH ESTUARY RESTORATION AL3 DEBIONED BY M.TUFF ----- --- 13ea32 Washington State REALIGNMENT ..ENTERED BY A.DEJA C MOMS, A A - 3 L CHECNED BY A.OE LA RUZ •e. Department of Transportation - -- --- PROD.ENGR. G.AMUNDSEN BARNKOW XL6092 ALIGNMENT PLAN REGIONAL ADM. S.ROARK REVISION DATE BY ...'..•.o. s,.w.o, •^ + 3.5' 2,5 BEAM GUARDRAIL TYPE 31 EXTRUDED CURB TYPE 4 3° 1 0.15' 1 1 0.15' 2 2' 2' rI 0.50' 3 --BEAM GUARDRAIL TYPE 31 g A.,4'7r 1 0.15' 3 s CONSTRUCTION NOTES 0.35' O SEE WALL SHEETS ST1 TO ST13 FOR 0,50' g WALL LIMITS AND CONSTRUCTION DETAILS -- - -- 3 - _ "-"'- ' - _ 1: I O SEE MINOR STRUCTURES SHEET ST14 AND STATION STATION D 11+0 WSDOT STANDARD PLAN E20.10-00 FOR D 10+92.6 TO D 11+95.4 5 TO D 11+53.1 CULVERT DIMENSIONS • OSEE BRIDGE SHEETS BAt-BA117 AND B81-8846 D LINE FOR STRUCTURE LIMITS AND CONSTRUCTION c. DETAILS 0. SEE PAVING SHEETS PV1-PV3 FOR VARIABLE — _ C _ A LA 8 S WIDTHS SHOULDER NE LANE SHOULDER SO SEE SHEET RS14 FOR VARIABLE SLOPES E LEGEND STRUCTURAL EARTH STRUCTURAL EARTH WALL BARRIER VAR I VAR WALL BARRIER 1 HMA 1 �_ SO CL 1/7'PG SBN22 FINAL UFT — — +� HMA i 0.15'O 1 O CL 12"PG 58H22 1 1 PROFILE GRADE I 0.35'O SO CRUSHED SURFACING BASE COURSE O & PIVOT POINT 0.50'O 33▪ ;0 PLANING BITUMINOUS PAVEMENT �<1 O SELECT BORROW INCL.HAUL EXISTING • NOTES: - _--_. r GRADE -_ _ _ 1. ALL DIMENSIONS ARE IN FEET UNLESS NOTED OTHERWISE. ROADWAY SECTION L 2. ALL SURFACING AND PAVING DEPTHS SHOWN ARE FINAL COMPACTED STATION DEPTHS.INDIVIDUAL LAYERS SHALL NOT EXCEED MAXIMUM NOMINAL D 10+24.8 TO D 12+17.7 COMPACTED DEPTHS DEFINED IN THE WSDOT STANDARD SPECIFICATIONS. 3. NST:NOT STEEPER THAN UNE STATION RANGE A B C 4. MA VARIES D 10+24,8 TO 11+31.8 82.6,11.5' 62.6'-12.6' S'2' 5. DE MEDIA FILTER DRAIN.SEE DRAINAGE SHEET DD4 FOR MORE S DETAILS. D 11+31.6 TO 11+50 11,5'-11' 12.6'-11,5' 2' 1 6. SEE WSOOT STANDARD PLANS A-50.10 FOR WIDENING AT GUARDRAIL 0 11+50.3 TO 11+' 1 11' 11.5'-11' 2' TRANSITION SECTIONS AND C22.4O FOR EMBANKMENT WIDENING AT GUARDRAIL END TREATMENTS. 111 7. CONSTRUCT WITH UP TO 0.35'LIFTS OF CSBC AT A TIME. FILE NAME 410w wMDB803a27110LL609_PS RSa4On TIME 12:39:04 PM a 4m. FED.AID PROJ.NO. DATE SH9/2025 US 'I D'1 PRAM REF MO PLOTTED BY fuIIwanm - 10 WASH DUCKABUSH ESTUARY RESTORATION RS8 I DESIGNED BY M.TUFF_ il CM Washington State REALIGNMENT ..,.r • ENTERED BY M.FUJIWARA g CHECKED BY A.DE LA CRUZ ",,,,,,A,.,+. .,.o.—— Department of Transportation o, PROD ENOR. G.AMUNDSEN BARNKOW XL6092 - ROADWAY SECTIONS REGIONAL ADM. S.ROARK REVISION DATE BY .,.r...0. E .x.n..... �. ' R' IF D UNE I 11' I_ 11' LANE I LANE0.15' i OJS I O. 5.5' LT O.S I I' T VAR 1.5' 3.5' 2.9 i I PRECAST CONCRETE BARRIER TYPE F,ANCHORED BEAM GUARDRAIL 013' TYPE 31 4 1 I 0.10' 4 1 4 = O.1S 01 STATION D 15+61.6 TO D 15+70 1 0.15 STATION CEMENT 0.15' OM CONCRETE 13+86.4 TO D 15+70 CONCRETE 3 GUTTER an' = 3 asc a50 D LINE F 11 -` 11 ! BEAM GUARDRAIL TT Q1S LANE LANEE TYPE 31 iI 2 0J5' EXTRUDED 0.35 1. I CURB TYPE 4- 0.67' 2 2 5.5. j 1 0.15' CONSTRUCTION NOTES 1 a15 ,,1Q OSEE WALL SHEETS ST1 TO ST13 FOR STATION4 1 0.15 I O.S WALL LIMITS AND CONSTRUCTION DETAILS D 12+90.66 TO D 14+90 0.n' SEE MINOR STRUCTURES SHEET STI4 AND OM4 S O WSDOT STANDARD PLAN E-20.10-00 FOR 0.5p J CULVERT DIMENSIONS ) D STATION OSEE BRIDGE SHEETS BA1-BA117 AND BB1$B46 3 FOR STRUCTURE LIMITS AND CONSTRUCTION D 14+90 TO 0 15W7.6 STATION DETAILS r D 12+86.4 TO D 13+86.4 OSEE PAVING SHEETS PV1-PV3 FOR VARIABLE %MOTHS BEAM GUARDRAIL D LNE SO SEE SHEET RS14 FOR VARIABLE SLOPES TYPE 31 c LEGEND 3.5' 2.T rT 1r r LT ~— N LANE LANE K r 1 ! CL61r1"PGA FINAL UFT VAR VAR \ OCRUSHED SURFACING BASE COURSE i -_EG P� - O O I PROFILE GRADE 4 PLANING BITUMINOUS PAVEMENT EXTRUDED I & PIVOT POINT O SELECT BORROW INCL HAUL CURB TYPE d I 3 EXTRUDED I O0.IS' 00.50' CURB TYPE 4 1 NOTES: O LIS 1. ALL DIMENSIONS ARE IN FEET UNLESS NOTED OTHERWISE. EXISTING 2. ALL SURFACING AND PAVING DEPTHS SHOWN ARE FINAL COMPACTED GRADE • DEPTHS.INDIVIDUAL LAYERS SHALL NOT EXCEED MAXIMUM NOMINAL - ---- - COMPACTED DEPTHS DEFINED IN THE WSDOT STANDARD SPECIFICATIONS. DAME3. NST:NOT STEEPER THAN RnAI2WAY SECTION Y 4. VAR:VARIES 5. MFD:MEDIA FILTER DRAIN.SEE DRAINAGE SHEET DD4 FOR MORE STATION DETAILS. D 12+17.7 TO D 15+70 6. SEE WSDOT STANDARD PUNS A-50.10 FOR WIDENING AT GUARDRAIL TRANSITION SECTIONS AND C-22.40 FOR EMBANKMENT WIDENING AT GUARDRAIL END TREATMENTS. 7. CONSTRUCT WITH UP TO 0.35'LIFTS OF CSBC AT A TIME. I FILE NAME o:1W•M.4e8E0 38 2 7110 0 5 052,8 R00.GOn TIME 12:4860 PM �� FED.AID PROJ.NO. _ _ �. "� US 101 PLOTTED BY wp.._In_._.. _--__— 10 ASH DUCKABUSH ESTUARY RESTORATION RS9 DESIGNED BY M.TUFF ��r� ENTERED BY M.FUJBYARA 22A:bl2 I ii Washington State REALIGNMENT »� CHECKED BY A.DE LA CRUZ —{I °„�..°.,o. „°.,�°. Department ofTransportation PROJ ENGR. O.AMUNDOEN BARNKOW XL6092 - REGIONAL ADM. S.ROARK REVISION DATE BY 111'1"„, 1..,,",.,o, °"" ROADWAY SECTIONS =-• 4 1 D LcINE L A J LANE I EXTRUDED CURB S.S EXTRUDED CURB VAR 0�. TYPE 4 TYPE 4 CONSTRUCTION NOTES O Q.r_ SEE WALL SHEETS STI TO ST13 FOR 0.1S _ �•t�O EXISTING GRADE WALL LIMITS AND CONSTRUCTION DETAILS 1 SEE MINOR STRUCTURES SHEET ST14 AND 0.3S a O WSDOT STANDARD PUN E-20.10-00 FOR 1. I CULVERT DIMENSIONS OM 1 1d MATCH EXISTING STATION ij O SEE BRIDGE SHEETS BA1-BA117 AND BB1-BB46 FOR STRUCTURE LIMITS AND CONSTRUCTION STATION D 16+54.7 TO D 16+70 3 STATION O 16+00.15 TO D 16+70 DITCH BOTTOM DETAILS D 16+25 TO D 16+70 ! /SEE PAVING SHEETS PV1-PV3 FOR VARIABLE I WIDTHS D LME PRECAST CONCRETE SO SEE SHEET RS14 FOR VARIABLE SLOPES rt, BARRIER TYPE F,ANCHORED 3 LEGEND ['SHOULDER _ A I B D Y VAR 1.5' O MAI 'SHOULDER LANE A I LANE SHOULDER <> n1 CL 12"PG 58H-22 FINAL UFT I PROFILE GRADE 2 BEAM GUARDRAIL 5.S 5.5'& PIVOT POINT HAM `�EXISTING O CL 1M PG 5BH-22 TYPE 31 $ I VAR VAR 1 \ GRADE rI OCRUSHED SURFACING BASE COURSE �— __ ^ S sow, I 1 4 0.1d CEMENT CONCRETE GUTTER O PLANING BITUMINOUS PAVEMENT 0.15'O i I 5 I 0.35' ' O SELECT BORROW INCL.HAUL O „ OO 1S' i NOTES: ._ O.Sd 0 EXTRUDED CURB 0.15• 1. ALL DIMENSIONS ARE IN FEET UNLESS NOTED OTHERWISE. TYPE 4 00 2. ALL SURFACING AND PAVNG DEPTHS SHOWN ARE FINAL COMPACTED D+ INF DEPTHS INDIVIDUAL LAYERS SHALL NDT EXCEED MAXIMUM NOMINAL 5 COMPACTED DEPTHS DEFINED IN THE WSDOT STANDARD ROADWAY SECTION N SPECIFICATIONS. STATION 3. NST:NOT STEEPER THAN D 15+70 TO D 16+70 4. VAR:VARIES S5. MFD.MEDIA FILTER DRAIN.SEE DRAINAGE SHEET DD4 FOR MORE DETAILS. LINE STATION RANGE A B C D 6. SEE WSDOT STANDARD PLANS A-50.10 FOR WIDENING AT GUARDRAIL D 16+45 TO 16+70 11'-MATCH EXISTING 11'-MATCH EXISTING 3'1Y 2"-0' TRANSITION SECTIONS AND C-22.40 FOR EMBANKMENT WIDENING AT GUARDRAIL END TREATMENTS. 1 7. CONSTRUCT WITH UP TO 0.35'LIFTS OF CSBC AT A TIME. { d FILE NAME e+Pw wBe6A03827111XL6052 PS RSI6.ASn 9 TIME 12:40:25 PM Ir. ^•1e FED.AID PROJ.NO. ANILUS 101 ^'"a O DATE 51192025 PLOTTED BY fi .tam_ 10 WASH DUCKABUSH ESTUARY RESTORATION RS10 . DESIGNED B'/M.TUFF —. ---- — 22532 Washington State REALIGNMENT "." e"TCRED er M.SEJLA C --- -- Department of Transportation o, [CHECKED BY A.OE LA CRUZ e°" N. '°� P P 6 PROJ.ENGR. O.AMUNDSEN BARNKOW XL6092 .+ .. . ... REGIONAL ADM. S.ROARK REVISION DATE BY "aonw4 wa "an.••.e. ROADWAY SECTIONS .. ROA AY t ROADWAY i .ROADWAY ROADWAY �u"fir . SECTION L SECTION M .SEC71011 Y SECTION N t . . . j.4.0% Ri .4.0% LT . D-LWE CENTERLINE PROFIT c (_BADE - i PIVOT POINT 2.0'Ii LT S RT _ — ---- _...... 1.. _ -.1. -._.._.... --. 1 1 __--_ --__—__—. ---' Z t is . . . . . U i \ - - . . CENTS LINE . . . . . . . a : 1 , i`+1 PROFIL -GRADE I 8 . . y • ., ( _ _,.. s-_ _�.. v i. . . . . .i i . . CENTERLINE . . w �.`_ -- - : : : : : PROFILE GRADE :: : : 11: _ ---- : • • • -0.3 Ls a�'w VERTICAL 1"". .1 n - — - t----- _ I S 1--E7US'71ttING 4 _- - EXIsnNO o-�}�r I . . 1.` _. GROL}ND --- GROUND 25 - - so a • . �\` -- oHCRIZONTAL 1'�50' S E I E CLEARING AND GRUBBING 0.96 ACRE'.. - • . . . o ROADWAY EXCAVATION 1ICLUDI HAUL IN2 C.Y. - - - - - - - F 10 , I -_- SECT BORROW._0 Y 10 \. 0 10-00 11+00 12+00 ^-1'3+00 : Yh00 - -15+00 - 16+00 v-L_INE. u FILE NAME 0:1pw w6Co0003327171XL6092 PS RP6.69n e TIME 1:22:41 PM ...v FED.AID PROJ.NO. /1111 DATE 5/1902025 ! rt.n US 101 PLOTTED by f pw M � Gee -- E DESIGNED BY M.TUFF _...._ 10 IWAS , DUCKABUSH ESTUARY RESTORATION RP4 ENTERED BY M FUJIwAru 22C532 Washington slab REALIGNMENT B.CHECKED BY A.DE LA CRUZ e..•...•w. ,.r so..a—— Department of Transportation _._._ OF PROJNOR. G AMUNDSEN BARNKOW XL6092 —DATE— DATE- ROADWAY PROFILES REGIONAL ADM.S ROARK REVISION DATE BY ......�.°. ....,.�.w �EEt SECT. 16 ` ZN\,50� MPjC�O,�NEIA T.25N. R.2W. W.M. '\ '�, CONCRETE GUTTER FROM STA D 13+86.4 '� TO STA D 15+70 `, ''v p0 �i2 QO BIORETENTION y �y / FACILITY 2 ice♦ O 4� / ki) I. 41) I t \L. blir(1) JI • �.5 SNEE<! 3: /I r �,A ,y/ � .. `N tH S,aP It cM�,o�,NE 0m END PROJECT a 6m \\ US 101 MP 309.83 sl p / s3g \\ C-LINE STA 540+15.52 = 6 \ US 101 ROW FI / 01a _ ` .� \ STA B 33+14.22 (0.83'RT.) P DITCH FROM STA C // / AY��F©Ru- • F � . I' S CA., W 536+49.8 TO STA C 539+13 88 BIORETENTION II S Z 9 FACILITY 1 ` $,-- U3707 r \Z J \\ ^ Cr 2 O ` .�j �YFO \ .1 A I. NOTES ` \ f 1. SEE DD1-OD5 FOR DETAILS ON THE �� \ i COMPOST AMENDED BIOFILTRATION SWALE �` AND THE BIORENTENTION FACILITIES. �`` \ 2. SEE SHEET DR1 FOR LEGEND. \ 3. SEE SHEET BA102-8A106 FOR BRIDGE DECK ��\ \ 5. DRAINS. I--� , ��` 4. SEE SHEET DD6 FOR DETAILS ON ENERGY 0 50 100 2 DISSIPATER AND DITCHES. SCALE IN FEET li S.SEE SHEET RS9-RS1D FOR CONCRETE GUTTER. FILE NAME clew watloe4038271MKL6092 PS DR3.EBn TIME 2:37:12 PM _ nr. ^".. FED.AID PROJ.NO. Adak US 101 +...0. e DATE JIw.n2s - —. 10 WASH DUCKABUSH ESTUARY RESTORATION DR3 lA 8 PLOTTED BY fullwam_ DESIGNED BY A.DE LA eeu oa.i+rt. z _ -— _.._ _-- Washington State REALIGNMENT e ENTERED BY M.FUJIWARA S e CHECKED BY M.TUFF _ .... n Department of Transportation 0, S PROJ.ENGR. O.AMUNDSEN BARNKOW XL6092 REGIONAL ADM. S.ROARK REVISION DATE BY .i....... " ........m. '�` DRAINAGE PLAN .•�. pe11pro1xLbn.70oL,wa.gov:INSDOT Documanla\Dlymplcl ProMcbH01\309.68_Ducka6wNEstu ryRerto\MdOn\CAD\_SMcb1180-OnInap•ProSlwVll6093 PS DP4.tlpn oo m.�o' m o m g o 55°I6 m Im c `Im q o 0 °;wET3 r'� A m 'mt TiySi 3 w v a O $ �i Yi u, o 2c 1 0I ;_ S �1 z n DITCH s > .:_I'. N F.L 37.51' _ -- - - -_ a, - -- - -CLINE 536 69.00(29.02'LT) N �_ % ELEV 37 51 z e _._ DRCH_ a 'a o_ F.L 38.30' C-LINE 536.87.00(27.63'LT) o y EI.EV 38.30' a m 4 Pus o z s �F. a. Fm d ^� I mm cN D i m, z m 0 N 8 8 9 .T. 36 u DITCH ;m y z F.L 42.01' }. f C-LINE 537.56.50(26.19'LT) ELEV 42.01' m m r �g GQ y X'i ~ AO m 1 DITCH yA F.L. . C-UNE 538.28.15(26.1T LT)ELEV 46.26' i C o 61 N e N a N 4 9 i f 6 a $ S m 0 itc B .8g 01 i 9 o vi o \n o 1D 51 a0 i N I _- - -- _ __ _CATCH BASIN TYPE 1 F.L.11.46' I D-LINE 10.95.14(18.55'LT) z ut RIM 28.02' ,.... QI \ _ � a z m J I c. Fm+ I OC) D 1 F.L 10.92' _ _ _ _ m 1. ___ _CATCH BASIN TYPE 1 F.L 10.92' - J RIM 2 11.51.13)12A5'C1) 6 N�w RIM 26.85' 4 S e o rr1; C) F.L 10.53' CATCH BASIN TYPE 1 F.L.10.53' _ - ----- ----D-LINE 11.92.62(11.9T LT) RIM'25.0T j °5 »ae Mx gM p1 O� ZOaI_ Im g;aY 14:::4'15- F.L 9.59' m _ —_ CATCH BASIN TYPE_1_ - - f.L.9.SY ,�� ENE'S�7.07 j11.72 LT) 2.11 . ' �� I•de.� &0NE2 802 .. - - _._._._ it ELEV 9.50 .-0-(28.3T LT) 0 Ill o 09 1 v$ O IA N E$ e N o'zsm-..;, o rn E PD • 0 3 Oa0> ma ja O :.... F< c 18 C) 03 O C D In _ D > 011 C7 r- -i C m 5c () 3 < o m O I m o� g s v A C 8 1 • .. IC IC 'Ip -it Yw� w > Ell }}I� d6>1� >>In. r n • 30 �'AN mi,30 - 38 :. � gilt g!XY �1m i13 ..;IN70 xwn xiw: xiw�{ .21 . xw. x!wr x1III� xi �'7 �i i r Vl77z g3!z �f!z �!z7725 25 FINISHED! I I •RADE I FINISHED 1 GRADE 20 20 20 - I ! I 20 EXISTfNG __ __ _____ • 33 OROUMID\ _ _ --- EXISTING 1.. 15 45 i-- __/ '•__ r _ - c., J"��t ti -41:3. GROUND ,. 0 r 70 ,9j® '10 70 0.40% O40% 0.40% 0.45% �I i 1 • 1 • . T w 14 1 " I SCHED�LE A j BCHEDIAE A SCHEDULE A SCHEDULE A �- HOPE I' I H�PE '2 • STORM SEWER PIPE :STORM SEWER PIPE• STORM SEWER PIPE STORM SEWER PIPE STORM SEWER PIPE ,STORM SEWER PIPE c 12 IN.DIAM. 12 IN.DIAM. 12 IN.DIAM. I 12 IN.DIAM. 12 IN.DIAM. I 12 IN.DIAM. wit Ei �i I? LL LL LL LL WY. Li:Li LL N: LLI� i1� Ii1 LL I .1. SAME STRUCTURE 0 u , c p ., n 9 x:7'n x7 E. t', S r<S D�z o,Rrc 30 30 3 ' • c FINISHED 25 2 GRADE •F H�-t - 20IIIII 20 e D $ 0 iiVERTICAL 1"=10 GROUEXISTIN 0 E 4 0 25 50 rE HORIZONTAL 1,50' • 3 5p E NOTES: 10 I 70 SCHEDULE A y �� 1. ALL OFFSETS ARE TO CENTER OF GRATE. STORM SEWER PIPE FS 2 ALL SCHEDULE A STORM SEWER.SHALL BE CONCRETE. 12 IN.DIAM. 8 . 5 5 z (NA VD)BB 3 LL LL F e FILE NAME c:1Prr_wsOoRAD441095%LMIRVS OPUS. TIME 1:A3:09 PM Mp ^A" FEDAID PROJ.NO. AdakUS 101 °^^^"^. e DATE 5,19/2025_--- -°, PLorTED BY_--I uJE BI m_ - - _—__--- 10 WASH �' DUCKABUSH ESTUARY RESTORATION DP5 ,, DESIGNED BY A.DE LA CRUZ 1OA'^"r• Washington State REALIGNMENT ,-FF, .-E CHECKED BY M.TUFF _ERTL'RED Br M.FUJIWARA _ co-Yc ,, ���__ Department of Transportation , i PROJ.ENGR G.AMUNDSEN BARNKOW _ XL6092 ., M„ ,,,,F,: REGIONAL ADM. S.ROARK REVISION DATE Br 'A.A,AM m ,,,,,,,=w, DRAINAGE PROFILES BIORETENTION FACILITY 2 DR3-11 INLET PIPE 15' COARSE COMPOST QUARRY DEPTH 3" SPALLS ���„11 0 4+i+++++++-I+-I+-1+-H-++i+i+-+i+i+i+i+-r+i+++i+{+-+{+ . BIORETENTION SOIL - -I+i+#-+-+i+f+*-I ***-H+**+***-+ i+ - MIX DEPTH 18" -IF*i+t+++*i+--+F****-H-4* t ).finslee�sf'ez=v'N�_r� -' 1._ 6" S UNDERDRAIN PIPE a. MINERAL AGGREGATE -- DIAMETER 6" 2 $ BIORETENTION FACILITY 2 -CROSS SECTION d NOT TO SCALE a 1 1 1 i QI I 6 r I I I 1 40) $ I I 1g / Z I I r 1 1 Q SEE OVERFLOW `g STRUCTURE iI ly DETAIL,DDS i0 ,_ 10!✓ Iajl ��19I POINT 1TATN)NIOFFBET ELEVATION 1 _�f 14 P1 STA 01311E 12•IA75(Ill/'LT.) 9.5r I I © 1 P2 ETA D-LINE 12473.73(1179'LT.) 1,50' 1 P7 ETA DUNE 12N0.T0(28.34'LT•) 9.Sr v PI STA DUNEN 12170(21.3r LT ter u i i Z) PS ETA DUNE 1249/A7(11.59'L7.) 12A0' E C; r 1 PO ETA DINE 12419.76(49.1TLT.) 1200' ' r j I PT ETA DINE 12.7250(49.11'LT.) tier a r GI1 i� PS ETA DINE 12*01.90(M.Ir LT.) 'LW P9 ETA 01111E 12H1.51(27.X'LT.) 12.0r ay� I I © I �� r P10 STA D-LINE 12�N.7/(2257 LT.) 1LOr r 1 0 5 ID P11 ETA DUNE 12a07.71(30.lrLT.) 12.0r DUNEFg r r j SCALE IN FEET P12 ETA DU !12�72.25(2841'LT.) 10.00' 1 I P13 STA DUNE 1203.83(26.90.1.T.) 10.00' PLAN -BIORETENTION GRADING POINTS i g FILE NAME eV*rnEeM0/21978705012 P SOLENN TIME 1:45:06 PM _ �" '' FEDAID PROD.NO. _ Q' DATE 5/1912025 � US 101 "'..0.o a PLOTTED BY m)Nanm — - — - 10 WASH DUCKABUSH ESTUARY RESTORATION DD3 DESIGNED eY A.DE LA CRUZ __ __ .{�J ENTERED BY M.FWRNARA n err2 Washington State REALIGNMENT '", [CHECKED BY M.TUFF comm.,0. -.uA,.M. Department of Transportation _ 1�PROJ.ENOR. O.AMUNDBEN BARNKOW XL6092 --,-, - o.�. DRAINAGE DETAILS o REGIONAL ADM. 8.ROARK REVISION DATE BY .E......m. ....1.+..o. .+.... UNDER DRAIN mu, , N %VW A li ; A A ; N% A 1 mIr f F F 1: F I: 1Mk i. IIIi I ! \EARIS CAGE PS • / • / UNDER DRAIN 1 / 4 ••K M EVENLY PIACED- a; SEE DETAIL BELOW g L/• AN ACCESS BY WELDING 4 - �'1 CROSSBARS TO 4 VERTICAL P i /A4(\i\`'� BARS AS SHOWN-HINGE 2. ' UPPER ENDS WITH FLANGES/BOLTS ASIBO O AND PROVIDE LOCKING MECHANISM (PADLOCK)ON DEBRIS CAGE ,/ ��: \\�, DEBRIS CAGE i �\ •• LOWER END-.00ATE I �' I STEPS DIRECTLY BELOW. (SEE DETAy\ (SEE DETAIL)\� `�' 'i 4111111111100BARS EQUALLY SPACED(4"O.C. 11 .. ■ ■ MAX.)BARS SHALL BE WELDED Li U TO UPPER AND LOWER BANDS. I UPPER METAL UNDER DRAIN BAND 314"F 4• 6 BIORETENTION WIDE DV (- INLET a FACILITY 1 DEBRIS CADF IE 16.00 WHAII'IIIIIW I ;•oNI/N'I,1�1 CONCENTRIC HORIZONTAL STEPS OR STEPS OR RINGS NEEDED 1 . LADDER \ LADDER \ ir~' /i 46 2• .- 1 ■ TI,� ■ 1 , TO FIT GROOVE IN SUNDER DRAIN TYPE 2 CATCH BASIN MORTAR „•' � FACILITY 2 I S (TY((P) \ . (TYP)- IE 6.&0 DEBRIS CAGE •DR 14 0<- OUTLET DR 3 I S 1 OUTLET - 6' IE 12.2T • IE 6.43 • E PT DIA.MEN 72'DIA.MIN - GENERAL NOTES: " - - 1.WHERE THE MAXIMUM OPENING BETWEEN VERTICAL BARS EXCEED 4".ADD CONCENTRIC HORIZONTAL RINGS AS NEEDED SECTION A-A SECTION A-A 2.METASO L AAT BE CORROS ON OPENINGS MUST EXCEED RESISTANT;GALVANIZING NOT ALLOWED.USE ALUMINUM OR STAINLESS STEEL. 2 3.PROVIDE MAINTENANCE ACCESS BY WELDING 4 CROSS BARS $ CB TYPE 2 -72" DIAM. CB TYPE 2 -7211 DIAM. TO 4 VERTICAL BARS AS SHOWN.HINGE UPPER ENDS WITH OVERFLOW STRUCTURE -DR 3-4 OVERFLOW STRUCTURE -DR 3-15 FLANGES BOLTS AND PROVIDE LOCKING MECHANISM (PADLOCK) ON LOWER END.LOCATE STEPS DIRECTLY BELOW. I< NOT TO SCALE NOT TO SCALE FILE NAME eSPw wUee6404269T51XL6092 PS ODSAgn TIME 2:40:30 PM •`�I e"'• FEDAID PROJ.NO. DATE 5/19R026 - US Ali\ '101 ""•"•`1O PLOTTED BY mpw,..m -- - IS'WASH DUCKABUSH ESTUARY RESTORATION DD5 Washington StateREALIGNMENT •.... DESIGNED_BY A.DE LACR112_ ENTERED EY Y.FUJIFARA CNECKED BY M.TUFF IX11111164,h. Low -w:-- Department of Transportation ,. PROJ.ENGR. G.AMUNDSEN BARNKOW _ XL6092 OM a.. DRAINAGE DETAILS REGIONAL AOY. S.ROARK REVISION DATE BY ..nr n. . . �.r w... ��• W_...1 r-►A r'� 1 1 f 1 1. MAT TLEERIT ALPR TE N ROAPDOSEDZ WAV 1 I c\ _-- EXISTING GROUND ROAOR PROPOSED DEL /DACK \GRADE(TYP) BOTTOM WIDTHFORE SLOPE(TYP) SLOPE � 0BREAK UNE/ FLOW LINE NOTES: d FI 1. DITCH EXCAVATION IS INCLUDED IN ROADWAY EXCAVATION INCLUDING HAUL. BOTTOM -/ _. , �ITODITOF 2. FOR DITCH GRADING DETAILS,SEE RAODWAY TYPICAL SECTIONS IRS)SHEETS. �7�M I W2 g3. SEE DITCH TABLE,THIS SHEET,FOR DITCH LOCATIONS. P 4. MAXIMUM DITCH SIDE SLOPE IS 2H:1V.DITCH SIDE SLOPES MAY VARY FROM TYPICAL 1H:1V �A d TO MATCH INTO EXISTING SIDE SLOPES AND ROADWAY EMBANKMENT SLOPES. E 8i - QUARRY SPALL ENERGY DISSIPATER DETAIL DRCH TABLE NOT TO SCALE _2, DRAINAGE EET DITCH LOCATION DEPTH BOTTOMIT FORE BACK SLOPE SLOPE (12) DR1.1 CLINE 503+57.00 TO CLINE 504.48.35 0.63 LF 0.50 LF 3:1 3:1 ,t,' DR1.1 CLINE 504.70.50 TO CLINE 506+90.00 1.3 LF 0.00 LF 3:1 3:1 DRI-9 C-UNE 510+40.00 TO CLINE 510.55.38 0.65 LF 0.00 LF 2:1 2:1 n DR1A C-LINE 510+75.50 TO CLINE 510+130.15 0.74 LF 0.00 LF 4.67:1 2:1 OUTFACE PIPE PER 7 OR3-16 PCALJNE 34+00.00 TO PCA-UNE 35+60.00 1.24 LF 0.00 LF 3,1 4:1 DRAINAGE PROFILE C 2 DR3-17 C-LINE 535.73.27 TO CLINE 536169.92 0.83 IF 0.00 LF 2:1 3:1 DR3-I8 CLINE 535+87.00 TO CLINE 537+57.50 1.84 LF 1.50 LF 4:1 3:1 OR3-19 C-LINE 538+28.15 TO CLINE -- 538+34.00 2.50 LF 1.50 LF 11 3:1 - > P OUTLET '� PROTECTION 2 MATERIAL i ENERGY DIBSIPATOR STRUCTURE DEOTEXTILE WI S.V. FEET FEET FEET FEET W2 NG D D ID OUTLET PROTECTION MATERIAL /% DRI- 30 3.0 5.7 3.0 1.2 ROCK FOR EROSION 8 SCOUR PROTECTION CLASS A FABRIC IILE / FABRIC E OR3-1 24 3.0 6.3 4.0 2.0 ROCK FOR EROSION&SCOUR PROTECTION CLASS B SECTION A-A DR3-4 18 3.0 5.7 3.0 1.4 ROCK FOR EROSION 8 SCOUR PROTECTION CLASS A F o OR312 18 3.0 6.3 3.0 0.6 QUARRY SPACES I FILE NAME c:Ipw wede0404269TS0(L6092 PS DD6.den TIME 1:66:IO PM I"'" FED.AID PROJ.NO. _ -- -- US 101 DATE 5/19/202S ...�.c�.o PLOTTED BY wAw+�m - - 10 IMrASHIlW i DUCKABUSH ESTUARY RESTORATION DD6 i DESIGNED BY A.DE LA CRUZ --- ----- Wa6n)E9IOP State REALIGNMENT E ENTERED BY M.FWIWARA_ __ 9�_ _-... _. [CHECKED BY_ M.TUFF _ eon+.m w *W epartment G ransportat(on _ 6 PROJ ENGR G.AMUNDSEN BARNKOW _ XL6092 REGIONAL ADM. S.ROARK REVISION - DATE BY ,o, "` ""` _ DRAINAGE DETAILS QUANTITY TABULATION - PAVEMENT Z Z GENERAL NOTES: NOTE. w Q m 0 F THE FIRST NUMBER OF THE'CODE'BELOW A 7, rn Si "+ REFERS TO THE SHEET NO.OR THE SHEET w CC CO U n u w z Z wa REFERENCE NO.SHOWING THE r K O z m u a co CONSTRUCTION FEATURE. 0 Z a i7 p Li a K P �� gH law Gqw gW z THE SECOND NUMBER REFERS TO THE Z a m N ry pa,N U p p O �q a a p CONSTRUCTION FEATURE FOUND ON THAT U LL 0 p ¢N 0 j K w SHEET. i =m O x p r,z 0 0 L7 p c7 p u g w f Z >j u wa z 20 fQ 2 SF 2H ff c1 �I�-(( QWW� Or, U ¢Q U III O N S. UU S ]:? W mLL �L WIO mSwO mN ®_Z RI CODE LOCATION v 1 UNIT OF MEASURE Y LF. L.F. S.V. TON TON TON L.F. L.F. L.F. L.F. EACH EACH EACH 1.SEE STANDARD PLAN C-25.20,BEAM GUARDRAIL PV1-1 C 504+19.4 TO 507+19.2(RT) 87.5 112.5 1 1 1,2,3,4 (TYPE 31)TRANSITION SECTION TYPE 21 PV1-2 C 503+67 TO 505+00 326 18 2.SEE STANDARD PLAN C-24.10,GUARDRAIL PVI.3 C 503+87 TO 540+15.52 CONNECTION TO BRIDGE RAIL OR CONCRETE PV1.4 C 505+00 TO 507+60(R1) 241 7.8 BARRIER,B CONNECTION PV1-5 C 506+19.3 TO 507*19.3(LT) 1 1 1,2,4 3.SEE STANDARD PLAN C-20.10, 4.SEE STANDARD PLAN C-22.40-09,BEAM PV15 C 507+38.4 TO 508*50.4(RT) 12.5 1 1 1,2,3,4 GUARDRAIL TYPE 31 NON-FLARED TERMINAL(ALL PV1-7 C 507+38.38 TO 510+36.12(LT) - 200 1 1 1,2,3,4 POSTED SPEEDS) PV1-8 C 510+76.66 TO F 1+94.32(LT) 225 2 3,4 5.SEE STANDARD PLAN C-23.70,BEAM GUARDRAIL PV1-9 C 512+56.34 TO F 2+04.56(RT) - _ 100 1 1 1,2.3 (TYPE 31)ANCHOR TYPE 11 6.SEE STANDARD PLAN C-20.42-05,GUARDRAIL PV1-10 C 512+32 TO 513*32(RT) 1 1 1,2,3,4 PLACEMENT STRONG POST TYPE 31 INTERSECTION PV1-11 C512+70 TO513+32(RT) 61.5 _ - 7.8 DESIGN,SEE SHEET PDT PV1-12 C 513+00 TO 514*05.1(LT) 106 7.SEE STANDARD PLAN F-10.40-04,EXTRUDED CURB PV1-13 C 513+32 TO 514+05.1(RT) 72 - PLACEMENT PV1-14 C 503+67 TO 540+15.52 3002 3686 86 PV1-15 DW5202+04 8.SEE STANDARD PLAN F-10.42,EXTRUDED CURB, --- - TYPE 4 PV3-1 C 530+42.92 TO 531+17.56 1 1,2 PV3-2 D 10+25 TO 17+50 9.SEE STANDARD PLAN TERMINAL BEAMSGUARDRAIL PV3-3 C531*19.98 TO533+32.46(RT) 150 1 1,2,3 MPH TYPE DBELOAREDTERMINAL(P05TE0 SPEEDS 45 MPH AND BELOW) PV3-4 D 10+25 TO 16+70 4491 1028 - 10.SEE STANDARDPLAN C-60.10,CONCRETE PV3-5 C 530+42.9 TO 532+15.8(RT) - BARRIER TYPE FPE F(PRECAST) PV3-6 C 534+74.8 TO 535+23.9(LT) 73 11.SEE STANDARD PLAN M-20.10,LONGITUDINAL PV3-7 C 534+89.78 TO 538+12.49(RT) 37.5 1 1 - 1 2 3 4 MARKING PATTERNS PV35 C 535+23.85 TO 538+48.85(LT) 25 1 1 _ 1.2.3,4 12.SEE STANDARD PUN F-10.12-04,MOUNTABLE CEMENT CONCRETE TRAFFIC CURB PV3-9 C 536*50 TO 540+15.52 763 18 13.SEE STANDARD PLAN M-24.20,TRAFFIC ARROWS PV3-10 C 538+15.5 TO 540+15.5(RT) 75 50 1 1 3,4,16 FOR HIGH-SPEED ROADWAYS TYPE 21. P7/3.11 C 538+78 TO 540+15.5(LT) 87.5 12.5 1 3,16 14.SEE STANDARD PLAN M-65.10-03,CENTERLINE PV3.12 0 10+43.1 -- - - RUMBLE STRIP PV3-13 C 529+88.5 --- - I5.ALL PIASTIC PAVEMENT MARKINGS SHALL BE PV3-14 C 530+25.4 - - 19.TY S D PV3-15 D10*282(RT)TO C 533+32.5(LT) 256 - 6.SEE STANDARD PLAN C-25.80.05,BEAM PV3-18 D 10*57.1 TO 10+82.6(LT) 79 - - GUARDRAILTYPE 31 TO BEAM GUARDRAIL TYPE 1 ADAPTOR 17.SEE STANDARD PLAN H-70.10-02,MAILBOX SUPPORT TYPE 1 18.SEE"BUTT JOINT PLANING DETAIL',SHEET PDT SHEET TOTAL 586 1089 7493 4712 86 302.5 162.5 87.5 925 10 2 11 - 19.SEE STANDARD PLAN H-60.20-01,BOLLARD TYPE 2 PROJECT TOTAL 586 1265 7493 4712 86 1109 162.5 87.5 1362.5 13 2 _ 13 REGION NO. STATE FED.AID PROJ.NO. US 101 QTPV 1 DESIGNED BY 10 WASH DUCKABUSH ESTUARY RESTORATION ENTERED BY B.ABDUSHEKUR Washington State SHEET CHECKED BY A.DE LA CRUZ JOB NUMBER V7/ Department of Transportation PROJ.ENOR. 6..uS*408ES BOMAN/ 22C532 OF REGION ADM. S.ROARK CONTRACT NO. QUANTITY TABULATION-PAVEMENT DATE DATE REVISION BY SHEETS QUANTITY TABULATION - PAVEMENT GENERAL NOTES: NOTE: w THE FIRST NUMBER OF THE"CODE"BELOW x w 3 S. REFERS TO THE SHEET NO.OR THE SHEET z re O REFERENCE NO.SHOWING THE < ¢ w W CONSTRUCTION FEATURE. wco O ? o O V m D Z THE SECOND NUMBER REFERS TO THE < U w Z qa O o aq CONSTRUCTION FEATURE FOUND ON THAT z m rn w SHEET. 0 << F 0 O O 00 g m w z F F 0) m w "El re CODE LOCATION v\UNIT OF MEASURE)+ EACH L.F. L.F. L.F. EACH EACH EACH EACH EACH 1.SEE STANDARD PLAN C-25.20,BEAM GUARDRAIL PV1-1 C 504+19.4 TO 507+19.2(RT) - (TYPE 31)TRANSITION SECTION TYPE 21 PV1-2 C 503+67 TO 505+00 _ _ 2.SEE STANDARD PLAN C-24.10,GUARDRAIL PV1-3 C 503+67 TO 540+15.52 12784 - _ CONNECTION TO BRIDGE RAIL OR CONCRETE PVI.4 C 505+00 TO 507+60(RT) -_ BARRIER,B CONNECTION PV1-5 C 506+19.3 TO 507+19.3(LT) _.. 3.SEE STANDARD PLAN C-20.10, 4.SEE STANDARD PLAN C-22.40-09,BEAM PV1.8 C 507+38.4 TO 508+50.4(RT) _ - - GUARDRAIL TYPE 31 NON-FLARED TERMINAL(ALL PV7-7 C 507+3B.38 TO 510+36.12(LT) POSTED SPEEDS) PV1-8 C 510+78.86 TO F 1*94.32(LT) - 5.SEE STANDARD PLAN C-23.70,BEAM GUARDRAIL PV7-9 C 512+56.34 TO F 2+04.56(R7) _ (TYPE 31)ANCHOR TYPE 11 6.SEE STANDARD PLAN C-20.42-05,GUARDRAIL PV1-10 C 512+32 TO 513+32(RT) _ PLACEMENT STRONG POSTTYPE 31 INTERSECTION PV1-11 C 512+70 TO 513+32(RT) -_ DESIGN,SEE SHEET P01 PV1-12 C 513+00 TO 514+05.1(LT) _ 7.SEE STANDARD PLAN F-10.40-04,EXTRUDED CURB PVI.13 C 513+32 TO 514+05.1(R1) PLACEMENT PV1-14 C 503+137 TO 540+15.52 - - - -- - 8.SEE STANDARD PLAN F-30.42,EXTRUDED CURB, PV7-15 OW520 2+04 2 19 PV3-1 C 530+42.92 TO 531+17.56 1 - - 5 99.SE 4 PV3-2 D 10*25 TO 17+50 2240 11,14,15 T SEE STANDARD EDT TERMINAL BEAMSGUARDRAIL PV3-3 C 531+19.98 TO 533+32.46(RT) 1 - 5 TYPE 31 NON-FLARED TERMINAL(POSTED SPEEDS PV3-4 D 10+25 TO 18r70 1 - -- - -- - MPH AND BELOW) 10.SEE STANDARD PLAN C-60.10,CONCRETE PV3-5 C 530+42.9 TO 532*15.8(RT) 173 12 BARRIER TYPE F(PRECAST) PV3-6 C 534+74.8 TO 535+23.9(LT) I _ _._. _ 11.SEE STANDARD PLAN M-20.10,LONGITUDINAL -- - - MARKING PATTERNS PV3-7 C 534+69.78 TO 536+12.49(RT) - - 12.SEE STANDARD PLAN F-10.12-04,MOUNTABLE PV3-0 C 535+23.85 T0538*48.85(LT) - CEMENT CONCRETE TRAFFK CURB PV3-9 C 536+50 TO 540+15.52 PV3-10 C 538+15.5 TO 540t15.5(RT) 13.SEE STANDARD PLAN M-24.20,TRAFFIC ARROWS PV3-11 C 538+78 TO 540+15.5(LT) 1 - - 5 FOR HIGH-SPEED 14.SEE STANDARDD PLAN RAYS TYPE 2L M-65.10-03,CENTERLINE PV3.12 0 10+43.1 39 , -- 11 15 RUMBLE STRIP FN3-13 C 529*66.5 1 _ 13 15.ALL PLASTIC PAVEMENT MARKINGS SHALL BE PV3-14 C 530+25.4 1 13 TYPE D PV3-15 010+28.2(R1)TO C 533+32.5(LT) - - 16.SEE STANDARD PLAN C-25.80-05,BEAM PV3-16 0 10+57.1 TO 10+92.6(LT) - GUARDRAIL TYPE 31 TO BEAM GUARDRAIL TYPE 1 ADAPTOR 17.SEE STANDARD PLAN H-70.10-02,MAILBOX SUPPORTTYPE 1 18.SEE"BUTT JOINT PLANING DETAIL",SHEET PD1 SHEET TOTAL 3 173 15004 2 39 , 2 19.SEE STANDARD PLAN H-60.20-01,BOLLARD TYPE 2 PROJECT TOTAL 6 212.5 173 15004 2 65 4 2 _ 8 _ _ REGION NO. STATE FED.AID'+ROJ.NO. US 101 OTPV 2 DESIGNED BY 10 WASH Ilk DUCKABUSH ESTUARY RESTORATION ENTERED BY B.ABDUSHEKUR Won StateSHEET CHECKED BY A.DE LA CRUZ- JOB NUMBER Department of Transportation PROJ.ENOR. O.MUNI.ua P•NOW 22C532 OF REGION ADM. S.ROARK CONTRACT NO. QUANTITY TABULATION-PAVEMENT DATE DATE REVISION BY - SHEETS QUANTITY TABULATION - PAVEMENT z z GENERAL NOTES: NOTE: w OC F THE FIRST NUMBER OF THE'CODE"BELOW n rn N A REFERS TO THE SHEET NO.OR THE SHEET w tt w . w w z w REFERENCE NO.SHOWING THE j i 0 m U wa CONSTRUCTION FEATURE. O a < i7 m d 0 U m 2 a re a4� 4a�y agw a4w 4a� z THE SECOND NUMBER REFERS TO THE U m y a N U 0 Np 0 o O 2 a o�a 0 W CONSTRUCTION FEATURE FOUND ON THAT U O p C ¢N o Q a Q a a ¢ < Q x la SHEET. z z =y i O x CI 6 OZ (0 z L0 07 L01 p L9 z0 L01 g w w z 0 rc UQ "Q O �c( 2Q_, f FF2-- fQQ Q2Q P. f V ¢�Q . O w N a 00 z =Z JD mW LL @LL - m WmN mN Wm Z rwn CODE LOCATION , 1 UNIT OF MEASURE+ L.F. L.F. S.V. TON TON TON L.F. L.F. L.F. L.F. EACH EACH EACH _ 1.SEE STANDARD PLAN C-25.20,BEAM GUARDRAIL PV3-17 D 10+92.82 TO 12+06.35(LT) 37.5 1 1,2,3,6 (TYPE 31)TRANSITION SECTION TYPE 21 PV3-IB D 12+41.12 TO 12+90.66(LT) _ 49.5 7,8 2.SEE STANDARD PLAN C-24.10,GUARDRAIL PV3-19 D 12+31.37 TO 18+54.65(LT) _ 362.5 1 3,4,6 CONNECTION TO BRIDGE RAIL OR CONCRETE BARRIER, PV3-20 D 13+86.4 TO 18+00.15(RT) _ B CONNECTION _ 3.SEE STANDARD PLAN C-20.1D, PV3-21 D 14+90 TO 18+70 176 113 4.SEE STANDARD PLAN C-22.40-09,BEAM GUARDRAIL PV3-22 D 13+86.4 TO 18+00.15(RT) _ 212.5 TYPE 31 NON-FLARED TERMINAL(ALL POSTED SPEEDS) PV3-23 D 12+86.4 TO 13+86.4(RT) 1 1 1,2,4 5.SEE STANDARD PLAN C-23.70,BEAM GUARDRAIL PV3-24 E 30+29.2 (TYPE 31)ANCHOR TYPE 11 PV3-25 D 12+88.4 TO 13+86.4(RT) _ - 37.5 1 3,4,6 6.SEE STANDARD PLAN C-20.42-05,GUARDRAIL PLACEMENT STRONG POSTTYPE 31 INTERSECTION PV3-26 D 12+58 DESIGN,SEE SHEET PD1 PV3-27 D 10+92.6 TO 11+94.2(LT) 98 7,B 7.SEE STANDARD PLAN F-10.40-04,EXTRUDED CURB PV3-28 D 12+17.7 TO 16+52.7(RT)) 167.5 _ - 7.8 PLACEMENT PV3-29 D 12+05.8 _ 8.SEE STANDARD PLAN F-10.42,EXTRUDED CURB, PV3-30 D 14+90 TO 16+70(LT) 180.7 7,8 TYPE 4 PV3-31 D 18+00 TO 16+70(RT) 70.3 7,8 9.SEE STANDARD PLAN C-25.30,BEAM GUARDRAIL PV3-32 G 60+88.55 TO 61+60.89(RT) _ TYPE 31 NON-FLARED TERMINAL(POSTED SPEEDS 45 MPH AND BELOW) , - - 10.SEE STANDARD PLAN C-60.10,CONCRETE BARRIER TYPE F(PRECAST) 11.SEE STANDARD PLAN M-20.10,LONGITUDINAL MARKING PATTERNS -- - --- - - - - - -- - - - 12.SEE STANDARD PLAN F-10.12-04,MOUNTABLE -- - CEMENT CONCRETE TRAFFIC CURB 13.SEE STANDARD PLAN M-24.20,TRAFFIC ARROWS - -- . FOR HIGH-SPEED ROADWAYS TYPE 21 14.SEE STANDARD PLAN M-65.10-03,CENTERLINE -- - RUMBLE STRIP 15.ALL PLASTIC PAVEMENT MARKINGS SHALL BE TYPE - D 16.SEE STANDARD PLAN C-25.80-05,BEAM GUARDRAIL TYPE 31 TO BEAM GUARDRAIL TYPE 1 ADAPTOR 17.SEE STANDARD PLAN H-70.10.02,MAILBOX SUPPORT TYPE 1 18.SEE"BUTT JOINT PLANING DETAIL',SHEET PDl 19.SEE STANDARD PLAN H-60.20-01,BOLLARD TYPE 2 1 SHEET TOTAL 212.5 178 586 437.5 3 2 _ PROJECT TOTAL 212.5 556 1265 7493 4712 86 1109 162.5 87.5 1362.5 13 2 13 REGION NO. STATE FED.AID'ROJ.NO. DESIGNED BY 10 WASH US 101 QTPV 3 DUCKABUSH ESTUARY RESTORATION ENTERED BY B.ABDUSHEKUR ____ T V,ayingt�State SHEET CHECKED BY A.DE LA CRUZ _ JOB NUMBER ��/ Department or Transportation PROJ.ENGR. O.nranaaswrwow 22C532 OF REGION ADM. S.ROARK CONTRACT NO. QUANTITY TABULATION-PAVEMENT DATE DATE REVISION BY SHEETS QUANTITY TABULATION - PAVEMENT GENERAL NOTES: NOTE: om w THE FIRST NUMBER OF THE"CODE"BELOW Y w a REFERS TO THE SHEET NO.OR THE SHEET O O REFERENCE NO.SHOWING THE < a w CONSTRUCTION FEATURE. w m O z 9 ~p - w D z Z O u Lg. . W O THE SECOND NUMBER REFERS TO THE a w Z Qq O a > m CONSTRUCTION FEATURE FOUND ON THAT j F z m r h o wo LIJ SHEET. 0 <LL F 0 O U a�a w 3!W U W Z N N N 55 W 0 m S_ 0. A � m N - CODE LOCATOR V 1 UNIT OF MEASURE U EACH L.F. L.F. L.F. EACH EACH EACH EACH EACH 1.SEE STANDARD PLAN C-25.20,BEAM GUARDRAIL PV3-17 D 10+02.62 TO 12*06.35(LT) _ 1 _ _ 5 (TYPE 31)TRANSITION SECTION TYPE 21 PV3-18 D 12+41.12 TO 12+90.86(LT) 2.SEE STANDARD PLAN C-24.10,GUARDRAIL PV3-1B D12+31.37 TO 18+54.65(LT) 1 _ _ _ 5 CONNECTION TO BRIDGE RAIL OR CONCRETE BARRIER, PV3-20 D 13+88.4 TO 16+00.15(RT) 212.5 10 B CONNECTION 3.SEE STANDARD PLAN C-20.10, PV3-21 D 14+90 TO 16+70 ___ __ 4.SEE STANDARD PLAN C-22.40-09,BEAM GUARDRAIL PV3-22 D 13+86.4 TO 16+00.15(Rn - - - TYPE 31 NON-FLARED TERMINAL(ALL POSTED SPEEDS) PV3-23 D 12+88.4 TO 13+88.4(RT) _ 5.SEE STANDARD PLAN C-23.70,BEAM GUARDRAIL PV3-24 E 30+29.2 13 11,15 (TYPE 31)ANCHOR TYPE 11 PV3-25 D 12+86.4 TO 13+86.4(R7) 1 _ 5 6.SEE STANDARD PLAN C-20.42-05,GUARDRAIL PLACEMENT STRONG POST TYPE 31 INTERSECTION PV3-26 D 12+58 4 _ 17 DESIGN,SEE SHEET PO1 PV3-27 D 10+92.6 TO 11+04.2(LT) _ _ _ 7.SEE STANDARD PLAN F-10.40-04,EXTRUDED CURB PV3-28 D 12+17.7 TO 18+52.7(RT) _ _ - - - PLACEMENT PV3-29 D 12+05.6 13 11,15 B.SEE STANDARD PLAN F-10.42,EXTRUDED CURB, PV3-30 D 14+90 TO 18+70(LT) _ - - TYPE 4 PV3-31 D 18+00 TO 16+70(RT) _ - 9.SEE STANDARD PLAN C-25.30,BEAM GUARDRAIL PV3-32 G60+88.55 TO 61+60.68(RT) 8 TYPE 31 NON-FLARED TERMINAL(POSTED SPEEDS 45 -- - - - - - -.. - MPH AND BELOW) --.- - 10.SEE STANDARD PLAN C-60.10,CONCRETE BARRIER -- - - - TYPE F(PRECAST) -- - - 11.SEE STANDARD PLAN M-20.10,LONGITUDINAL MARKING PATTERNS -- -- - - 12.SEE STANDARD PLAN F-10.12-04,MOUNTABLE - -• - - - - - - - - - - ---- CEMENT CONCRETE TRAFFIC CURB -- - 13.SEE STANDARD PLAN M-24.20,TRAFFIC ARROWS - - - - - - -- - - - - FOR HIGH-SPEED ROADWAYS TYPE 21 --- ----- - --- - - - - 14.SEE STANDARD PLAN M-65.10-03,CENTERLINE RUMBLE STRIP -_ - - - - --- - 15.ALL PLASTIC PAVEMENT MARKINGS SHALL BE TYPE D -- --- - - - -- - 16.SEE STANDARD PUN C-25.80-05,BEAM -- -- - - -- - - --- -- - GUARDRAIL TYPE 31 TO BEAM GUARDRAIL TYPE ADAPTOR --- - - -- "- -- - -" --_-__- -- - - -- -- 17.SEE STANDARD PLAN H-70.10-02,MAILBOX _ --- -- - - - _ - SUPPORT TYPE 1 - --- - 18.SEE"BUTT JOINT PLANING DETAIL",SHEET P01 19.SEE STANDARD PLAN H-60.20-01,BOLLARD TYPE 2 SHEET TOTAL 3 212.5 26 4 8 - PROJECT TOTAL 6 212.5 173 15004 2 65 4 8 _ REGION NO. STATE FED.AID SROJ.NO. DESIGNED BY 10 WASH US 101 OTPv 4 ENTERED BY B.ABDUSHEKUR ��� Washington�� DUCKABUSH ESTUARY RESTORATION SHEET CHECKED BY A.DE LA CRUZ JOB NUMBER -'/D.partm.nt o1 Traaportation PROJ.ENGR. a. ewn+mw 22C532 OF REGION ADM. S.ROARK CONTRACT NO. QUANTITY TABULATION-PAVEMENT LATE DATE REVISION BY SHEETS N�NNE 500 SECT. 16 t�o� ., ® D-LINE 17a864TO o T.25N. R.2W. W.M. �°MP' D-LINE 16+00.75 G ''1 \ CONCRETE BARRIER all. .7 D-LINE 13+86.1 TO 22 P° ,� D-UNE 16+00.15 CEMENT CONCRETE ° WALL 6 . \ GUTTER O MATCH EXISTING D-LINE 72M6.40 TO Q" WIDE DOUBLE YELLOW LINE(0.0') Z� 19 D4JNE 12a71.77 TO 0.LINE 13a8640 GUARDRAIL 23 `- WHITE EDGE UNE 0.UNE 16+54.85 GUARDRAIL °c- ^LL.OP. MATCH EXISTING LT, MATCH EXISTING RT _ 0.LINE 12+17.7 TO O PLANING LIMITS 8 m-� \ 0.LINE 16+5272 �` _.\ EXTRUDED CURB SEE SHEET P01 3 0.LINE 16+00 TO s, '\ 0.LINE 16.70 dl r-Tj,\11\ EXTRUDED CURB O 0.UNE 12::Ig TO -�iI 0 ,,a �Y \\1L\ �+� 18 D-UNE/6+53.26 1y` © Kis, \`\ t7 EXTRUDED CURB 4 \``�\ DUNE 10+92.62 TO © . �! DUNE 11+05 TO Eil `1\ j MP 0.UNE 12a06.75 GUARDRAIL �� E-LINE 70+45 GUARDRAIL 25 0.UNE 14+90 TO \1\ F= I� 0 DIRE 14+70 `\ \EES O D.LINE 1j0.92.6 TO EXTRUDED CURB \ 5 I c n EXTRUDED CURB WALL 5 ,\ 0 `\ ' s S' 2 0.UNE 10+28.2 TO C-LINE 75 0-(GH 7t4 g �m 55'RADBAI EARTH.5 STRUCTURAL O EARTH WALL BARRIER i m y 18 DUNE 10+92.6 32 55'RADII 6 mmSTRUCTURAL EARTH C-UNE 531+57.5 END PROJECT WALL BARRIER BEGIN 50:1 TAPER(12'LT) �m / © C-UNE 534+74.8 TO 535+23.9 US 101 MP 309.83 �, V STRUCTURAL EARTH WALL BARRIER O ..�� C-LINE STA 540+15.52 = ' __ ________ C-UNE 539+13.00 b ^5 2' - -- - �- 5 BEGIN 50:1 EDGE LINE TAPER(12.07LT.) C-LINE 519+63.00 US 101 ROW ��!�E- WALL 7 END 50:1 EDGE UNE TAPER(11.071.7.) 1T -��� ---- C-UNE 535+23.85 TO 5M+49.79 0 STA B 33+14.22 (0.83'RT.) ® '' GUARDRAIL p EP a� `>\ WALL 8 C.-LINE 537+57.5 a CLINE 529+38.5 _ ` \� END SO:t TAPER END 50:1 TAPER(17 LT) 5 �\ �-,�' - (0'LT) W gilf GUARDRAIL UNE 78.02 TO 540+75.52 A• 2 1 art 530+42.92 TO ` _ J tit IU .. C-LINE 532+15.80 w MOUNTABLE CURB CLINE S10M292 TO 531H7.56 PROPOSED �!!c I�y� ' C.-UNE SION5.52 eh BRIDGE 101/264 5� jG�..- f' MATCH EXISTING GUARDRAIL ©G-UNE 531N9.%TO 531+32.46 �� NDOUBLE GUARDRAIL _TV\�,\ ( . WHITE EDGE LINE LINE(0.0') l.r 2 .r;q��..,�� MATCH EXISTING LT, S O C-LR4E 534+69.78 TO 536+12A' - `r,. MATCH EXISTING RT cr. GUARDRAIL n s 2, -,'4'±BSA.. II 3 A v'11..:2-•1.._ $ G 3 ' 0 "U��ii` n C-LINE 537+57.24 'R ol „.1 BEGIN 25:1 EDGE LINE TAPER(12.00'RT.) Q PLANING UNITS, 5' tE' SEE SHEET PD1 'I END 537+8249 C-LINE 538+15.52 TO ID END 25:1 EDGE LINE TAPER(11.07RT.) 540+15.52 GUARDRAIL E 0 NOTES --...............„ 9-9- I f• 1. SEE SHEET PV1 FOR LEGEND. 0 50 100 Z SCALE IN FEET g 1 FILE NAME 01Pw w.do50043221R5XL6092.PS PVLEOn I!TIME 9:23:06 AM ^A'. FED.AID PROJ.NO. US 101 DATE s/2212025 - - -. -- - 10 WASH DUCKABUSH ESTUARY RESTORATION >PV3xo PLOTTED BY fuJNnnn DESIGNED By r.TOFF _ _..-_ __-. - - 532 Washington State REALIGNMENT E ENTERED 9Y M.FUJIWARA o ,+-,,-- Department of Transportation o, B CHECKED BY A.DE LA CRUZ '^""'A^'4 P P _ li PROJ.ENGR. G.AMUNDSEN BARNKOW XL6092 - ---- ----- - PAVING & MARKING PLAN REGIONAL AGM. S.ROARK REVISION DATE BY o..,..o.o. os.SUP.BOX A SEE NOTE 1 -0.15 HMA CL 1I2 IN. 1 PO 64-22 OVERLAY i i i 0.15' .r 7�-'rT• Z rL i z rT7-:r , ,---,T, ,.:-...,. I i• _ _ 1 EXISTING ROADWAY - — 14 I 4 4 4 4 4 -- -7-61R1013E END 17//A EXISTING HMA TO BE PLANED •'0 PT BUTT—JOINT PLANING DETAIL aP NTS 4�� Qr LINE STATION TO STATION A g1 yR� RADIUS VARIES - 503+57QQ R 505+0000 RT 11' 'C SEE CONTRACT 536+50.00 540+15.52 RT 1' QOy G 537+1q,000p 5}9+13.44.LT 1 NQ, _ C 539+13 540+15.52 LTTT 1' v D 14+90.99 16+70.00 L 5.5' JrP I D 15.61.61 16+70.00 RT 5.5' O E. 6"x 8"(IN)TIMBER POST,OR W6x8.5 OR W6x9 STEEL POST SPLICE BOLT IDENTIFICATION PLATE - SLOT(TYP.) SEE DETAIL IDENTIFICATION PI ATF MOIINTING LI (X)SPACES AT 6'•7'• DETAIN a �(t SPACE MIN.) (SEE NOTE 6) dPOINT A 4 Le 1l4"DIAMETER HOLE 1 , i 1l4"(IN)STEEL 5 " r. PLATE • 1 PC L, (X)SPACES AT 6,3" a 6 .1(1 PSACE MIN.) I n 1 1/BM M < w ;_"------SHOULDER BREAK 2 3l4" MIN. rc Z IOFNTIFI0 ATIf3N PI ATF 11 1 il' w DETAIL $ O __I- o H (SEE NOTE 5) f; =I-� S s Q7 p O NOTES: Q 4 2 = 1. SEE SHEETS 0TPV1-DTPV4 Qu g I 2. THE RADIUS DIMENSION SHALL BE ETCHED INTO THE PLATE AS 2 10. SHOWN IN THE EXAMPLE ON THE IDENTIFICATION PLATE DETAIL. NUMERALS SHALL BE 1 1/2(IN)HIGH MINIMUM,AND 314"(IN)VNDE E MAXIMUM,PLATE SHALL BE GALVANIZED AFTER ETCHING AND THE B o W I I I LETTER SHALL REMAIN PERMANENTLY LEGIBLE. z. D. 3. THE GUARDRAIL IDENTIFICATION PLATE SHALL BE MOUNTED AT THE 1 `-. I. I LOWER SPLICE BOLT ON THE BACK SIDE OF THE RAIL ELEMENT AT ul A. THE PC OF THE GUARDRAIL RADIUS. gx1 co O CASE 22A•31 GUARDRAIL PLACEMENT (SEE NOTE 1) CASE 228-11 INTERSECTION DESIGN I, (SEE NOTE 1) NTS $'FILE NAME 4:1pw w4xox004322191XL6092.P8 P01d00 I TIME 1:55:50 PM °„'a01 w^" FEDAID PROJ.NO. US 101 ""M"°'MD t DATE 5/19/2025 A PLOTTED BY miwaom 10 WASH DUCKABUSH ESTUARY RESTORATION PD1 $ BY TUFF ENTERED BY M.FUJIWARA — .— — n 532 Washington State REALIGNMENT ••,•, _Q ENTER 4 CHECKED BY A.DE LA CRUZ _ — Mwn..•.n. ;.— Department of Transportation .. i PROJ.ENGR. G.AMUNDSEN BARNKOW XL6092 GA,M a„-- M„ ,. REGIONAL ADM. S.ROARK REVISION DATE BY PE.STOMP PM PA,UMW SONPAVING DETAILS M, 0-LINE G-LINE 61+41.70 O (35.0'LT.) --- P Al OJGKp9 0 G-LINE 60+8 531 3.20 c 532 G-LINE (0.0'RT..)) 50'R G-LINE 61 C-LINE 530+66.25 i \ (17.00 RT.) P. C-LINE 532+15.61 i C-LINE 530+66.25 (1737 RT.) E o 0 0 0 0 0 o 0 (35.3'RT.) y 2� , // . / 0 20 40 0 20 40 G-LINE 61+62.94 r/ C-LINE 53+144.41 (12.0'RT.) ;1 ` SCALE IN FEET (35.3'RT.) SCALE IN FEET a NORTH PARKING LOT PLAN VIEW d a S wl 5 A s s S 3 `g 23.3' 12.6 i C LINE F LEGEND OI I r q. HMA m O CL.12"PG 58H-22 FINAL LIFT I 4.76%_ O HMA F 2 CL 12"PG 58H-22 13 0 o I 1 15 50' :, IC) CRUSHED SURFACING BASE COURSE rE .50' E tSECTION A-A F O ITS WIDENING i; C i FILE NAME clpw_w.dotIdD4322191XL6092.P5 PD2.409 TIME 1:56:19 PM '°'°"I^ FEDAIO PROJ.NO. US 101 nwx,n DO DATE 5/19/2025 PLOTTED BY rolN,n,m__ — --_10 IWA6H WI DUCKABUSH ESTUARY RESTORATION PD2 DESIGNED BY M.TUFF 1 53 g ENTERED By M.FUJIWARA - 221:532 Washington State REALIGNMENT •x... ?CHECKED BY A.DE LA CRUZ CONTILACT«O. .aATex ke. Department of Transportation o. g.PROD.ENGR. O.AMUNDSEN BARNKOW XL6092 ,e DATE PAVING DETAILS •x..n REGIONAL ADM. S.ROARK REVISION DATE BY .i,•,,.,m. .•.s.....DA SECT. 16 & 21, T.25N. R.2W. W.M. iOO M%n Mn OF o RONNO nM WALL TABLE WALL BEGIN STATION END STATION LENGTH MAX HBOHT MIN.REINFORCEMENT NA! (EXPOSED WALL FACE) LENGTH 1 C-UNE 505*00 CAINE 507*19A 139.4' 23.6' 1P IA C-LINE 506*415 C-LINE 507419.4 24A' 23.7 16' 2 C11NE 507.38A C-LINE 507*60 33.7' 2Y 16' 2.6 CLINE 507*30A CLINE 507*63 24.W 22.2' 16' 3 C-LINE 513*00 C-UNE 513*56A 97.6' 11.7' 11' 4 C-LINE 512.70 CLINE 513*96.7 1211.4' 10.7 10' S CAINE 530.37.5 DUNE 11*95A 102J' 10.7 13.6' 6 DUNE 12*42 DLNE 15*70 532.2' 10.5' 13.6' 7 DUNE 11*05 C-UNE 533449A 271.7 20.4' 'SEE SHEET ST10 I C-LINE 554*51.9 CLINE 534.45.7 211.4' 17.3' 'SEE SHEET 0T11 $ TC TC-UNE 57*59.5 IC-LINE 654W9.9 021.Y L0' 15' Cti 1W US 101 UNE 10344717 C-LINE 500*73.2 522X 24' 17.4' \ i ' n PROPOSED WALL 6 yy PROPOSED 2 BRIDGE 101/265 1n BRIDGE 0' 101/264�� WALL 3 WALL S 0 L� WALL 7 3 PROPOSED STRUCTURE �� -_V S WALL 2A _! `. g .__ to ��� - - WALL 4 3 • / WALL 2 TC WALL(SEE SU SHEETS S FOR ADDITIONAL C1/ g. i0 WALL 1 NFORMATION) 'p H $ S TN WALL S (SEE SD SHEETS FOR ADDITIONAL INFORMATION) I E s gNOTES: I1.SEE WSDOT STANDARD PLAN E-20.10.00. I I I BURED STRUCTURE SPLIT BOX. 0 200 400 SCALE IN FEET 1 FILE NAME eAPw w.tle0005361991XL609 2PS 8T14011 IllbTIME 1:57:10 PM "`„r FED.AID PROJ.NO. US 101 ° DATE SH9G035 --_ . •- L""T 1O PLOTTED BY_ h)Mnnm__ --- -- -..- 10 WASH St - _ __- I �� DUCKABUSH ESTUARY RESTORATION DESIGNED BY M.TUFF _ LZp�'°,C53""" -- - - 2 Washington State REALIGNMENT ENTERED BY AM.GE LA RA g -- - -- - ...,..,., .--- Department of Transportation CHECKED BY A.DE LA CRUZ OC"'�"'^' p PROJ.ENGR. G.AMUNDSEN BARNKOW XL6092 v„ STRUCTURE KEY MAP REGIONAL ACM. S.ROARK REVISION DATE 1 BY w. SECT. 16 I �'.. : C4JNESSIDi �soiio:D9• a T.25N. R.2W. W.M. _ '"' , j I BEGIN WALL$,, / i yJya 1 G 1 I C I; ' 1 0l.in' WALL 5 1+29.93 P.C! 1 C-LINE 530+42.37(30.01FLT.) \--- 9 1 1 WALL 5 3+07.75 P.T! AP i T� D4JNE 11+95.35(19.0B LT.) I WALL 5 1.10.15 PJ! m END OF WALL 5 ��� C-LINE S70K2A7(30.11'LT.) , - WALL 5 2+85.23 P.C.C! Q . DINE 11+71.31(19.00'LT.) WALL 5 1+50L9 P.C.C.• / _. C-LINE 530+61.68(34.26'LT.) / I n / i I ( m WALL 5 2N287 P.C! WALL 5 DUNE 10+94.04(28.61'LT.) 648'27'77.89'W n . % 2+00 �/ 'i WALL 5 1+79A4 Pl• �� .p \ C-LINE 530+87.%(46.36'LTJ' $ II D-LINE 10+55.76(32.70'LT.)(� DWALL.L NE 511+5566.69 13.89'LT. g CURVE DATA 1 1 WALL 5 1+97.92(24.8! % P.I.STATION DELTA RADIUS TANDEM LENGTH 0.LINE 10+93.92124.87'LT.) ` E WALL 5 1+40.15 27'36'30"LT 48.92 10.22 20.16 y iWALL 5 1+76.78 66'52'16"LT 43.92 29.31 47.87 :` L WALL 5 2+03.43 66'5716"LT 141.92 36.43 10.96 WALL 5 2+08.91 P.T.• O WALL 5 2+56.69 74'39'08"LT 138.00 43.86 72.40 DLWE 10+92.92(24.83'LT.) II IWALL 5 2+%A9 475'70"LT 281.00 53.83 22.52 to, ID _IIE PLA _ W 0 10 2-20 SCALE IN FEET g SIS __. �A Zi %Fi A,4 /ROADSIDE OF WALL' __ ... __ 30 -{��y � ��w � PINISMED GRADE AT e 30 >1Y - c W Sr TOP OF WALL. r' ... o 1 FINISHED GRADE jAATPACE.OF WALL ___ _._ . m 20 >W /AT FA-CE 5F WMILL t- I _... _- • -_._-. 20 8 BOTTOM OF WALL 2. VERTICAL'1-10' GRAVEL BORROW FOR'STRUCTURAL EARTH'WALL INCLUDING HAUL 1066 C.Y. `m _. _STRUCTURAL EAMNiWALL 21183E E 0 10 F HORIZONTAL I"=20';,,. I 1+00 2+00 PROFILE VIEW 3+00 a WALL 5 15 FILE NAME cIpw w•do64053B899U(L6092.PS BTBABn i TIME 2210:21 PM wao. •'.." FED AID PROJ.NO. Y US 101 ELAM REF MO DATE 5119/2025 �j� PLOTTED BY 1u)6xanm -- _- -- 10 WASH DUCKABUSH ESTUARY RESTORATION STB DESIGNED DV IL'RIFF "° ENTERED BY M.FUJIWARA 22D32 Washington State REALIGNMENT e�e, °A" CHECKED BY A.DE LA CRUZ ++n„., �o= ...o- Department of Transportation PROJ.ENGR. G.AMUNOSEN BARNKOW XL6092 WALL 5 PLAN AND PROFILE ".Ie °.,, REGIONAL ADN. S.ROARK REVISION DATE 8YREVISION SECT. 16 T.25N. R.2W. W.M. '//, /x ,' N ' / 1 =y, - - WALL 6 6+4224 P.O.E.. O - $'^ _ / WALL 6 5s17.31 P.T! 0.LIN 15+70.01(19. L.) U _ D O ©.<,.p o 0 ---O/ -_ // DLI 14+45..:(19... T.) END OF WALL 6 '— WALL 6 1+49A3 P.I.• 26.+130——BM—— '- - �° -- _��""DLINE 13+79.01(22.fl'LT.) L_---sj+pp.- ---611---- •E ° b WALL 6 3+81.00 P.C.= WALL 6 3+10.00 P.C.. DAME 13+12.95 11900 LT.I 4+00 - WOOD—w'w •1.INE DUNE 12 41.95(19.00'LT.) �. 14+00 - - 18w_sAw- - -- START OF WALL 6 --- . - -- -- -DUCKABUBH RD ___ V N81°,E ,,,03`N _ _ --sue 0 � WALL \3 + i/ 1Si00 CO / WALL 6 o. 11+00 f d 12+00 S CURVE DATA -LY i P.I.STATION CURVE RADIUS TANGENT LENGTH ___________ 0' g'.5 WALL 6 4+49A3 1737.01.84"RT 619.00 68A3 136.31 •2 P tm S! o 0, WALL 7 it PLAN VIEW S 0 20 ,o GSCALE IN FEET 40 40 30 _ .J 'm -.. .1 30 _ S, TOP OF WALL • .3 FINISHED GRADE AT ff.. 1 _g,i� 33 20 — 8 9l o— 4.71% ROADSIDE OF WALL\ S 20 _ ! FINISHED FGRADE % --_ D D - 3.d 10 _°' AT FACE.OF.WALL -. 'EX TING'GR UN •.1S !W' >w / _ ,JAY FACE'OP WALL 10 0.57 - _ 0.86% o 1m 0 Z,. 1.WALL - P GRAVEL BORROW FOR STRUCTURAL EARTH'WALL INCLUDING'HAUL 1529 C.Y. >� iw g 1.WALL BACK FILL IN AREAS BELOW THE DATUM PERT 1•.20' ORDINARY HIGH WATER ELEVATION STRUGTURAL FARTN WALL.3056 SE I (8.871 AT THE-SITE SHOULD CONSIST OF --� - FERN DALE oAt.AST 110-CY- PERMEABLE BALLAST PER WSDOT 0- - ' 2D ID STANDARD SPECIFICATION 9-03.9(2). HORIZONTAL 1'4P'' _ _. _ OUARRY SVAu3 490 'Y JAVO)eB 8 3 1+00 2+00 3+00 4+00 PROFILE_VIEW 5+00 6+00 7+00 WALL 6 i g FILE NAME cSpw.WaSdOS388/91%L6092.P8 SWAN) ww TIME BOOM0BOOMPM .n .na FED AID PROJ.NO, ANL r ,w DATE 5/19/2025 US 101 ux. - —- 10 WASH 111 DUCKABUSH ESTUARY RESTORATION STO $PLOTTED BY_ fullwaIL _.-- 221: 2 Washington State REALIGNMENT •�•• L DESIGNED BY M.TUFF E CHECKED BY A..DE.N LAAM - ---- ----�,,,,,�,,, ,�,,,,,,,-,a—— Department of Transportation 9 CHECKED BY A.DE CRUZ oi n PROJ.ENOR. G.AMUNDSEN BARNKOW XL6092 .,, DA,. WALL 6 PLAN AND PROFILE • • REGIONAL ADM. 5.ROARK REVISION DATE BY ..a,..,eo. .....�.a. SECT. 16 ,Y�,, T.25N. R.2W. W.M. / � o o WALL T+ws.DD P.o.e.• Gn 0.UNE 11+05.00(21.22 RT.) • BEGIN WALL 7 1 /- �mG WALL 7 +.N.67 Pl. \ ___ �• I I o 'PG. INURE 10.80.52(25.25 RT.) 1 • '1-y i--- I . ,,,..____,..A/(1/:________ �O R ,, CURVE DATA , '1 .. P.1.STATION DELTA RADIUS TANGENT LENGTH ( I I PC LINE 4{6 WALL 7 1.11.67 5.0r2r RT 606.06 26.67 53.31 1 I of WALL 7 / WALL 7 11'90.19 66.1042 LT 46.92 31.88 56.50 \ /1 WALL 5 •\ / WALL 7 2+78.27 2'59'31"RT 2430.06 63.46 126.89 i \, . • / WALL 7 3+59.20 0 49'34"RT 2426.92 17.50 34.99 ._-_- /' i •'t t1 WALL 7 3.59.20 P.I.• • C-LINE 533.32.08(26.9r LT.) • ' WALL 7 1+58.31 PJLC.• WALL 7 3+41.70 P.C.C.• / INURE 10+54.50(28.45'RT.) -U I 3 OA \ / WALL 7 2 78.27 P •61�� ,\ / (C-UN�5PF�5307 - 11 / WALL 7 2N4. P.R.C.• I ----- _ -� WALL 7 3.76,70 P.T.- �_ C{RE 531+89.38(2944'LT.) - - --- C-LINE 533.49.39 26.97LT. WALL 8 \ _`W 3+00 _ 3+n END WALL 7 / WALL 7 31+57.9 P.Ir _ Dl 11 00 _��lli„r -- C-LINE 10+27_.91 2.33' LT.)• / QLINE 10+22.86(32J]'RTJ __Si --- _ -- D2 533 _ II - 2 US1W_� _ 532 ----.- - 1 ' -. - PLAN VIEW I D 15 10 45 I SCALE IN FEET 45 MIN.REINFORCEMENT NGTH . 81+50 TO 1+70 WO T 3.76 . 8 o n 21' 1 88 _ 2 S4tp I Pm p. m Ar Am . _", n"' u i:sWiu !61 Ed mW- Ow ad- _ _ w 30 _ al >w 157Y. •` 4 FINISHED GRADE. _ FINLSN ORAOE AT •�n ROADSIDE OF WALL >W- __ _ _ > EXISTI19G GROUND 15 _ - D -. .1 N /AT FACE OF WALL. i8 MI 15 . . _-BOT7QM OF WALL ' 1 1E•' WNOTES FILL BELOW (l AR vIo yA ee ni � THE ORDINARYHIGH WATER . - ELEVATION (8.87')AT THE SITE II -1 1 EL SHOULD CONSIST OF PERMEABLE 0 - 7,5 15 6 . . . . 1f0'VC. - BALLAST PER WSDOT STANDARD VERTICAL 1,15 GRAV0.BORR098 FOR STRUCTURAL EARTH WALL INCLUDING-HAUL 3106 O.Y. SPECIFICATION 9.03.9(2) STRUCTURAL SARTN WALL 5401 SF - 1- 1 0 8 PERMEABLE BALLASF-332 CY HORIZONTAL QUARRY',SPALL8.9733.CY - 7 3D S 3 1+00 1+60 2+20 2+80 PROFILE VIEW 3+40 4+00 I. WALL 7 ; FILE NAME Ow wbe68053889912L6092.P8 ST10Apn TIME 2:02:42 PM ".p1011 •'' FED AID PROD.NO. _ DATE SH912025 -' US 101 ...A."w PLOTTED BY mRw•om__ _. to IWASh �I/ DUCKABUSH ESTUARY RESTORATION ST10 DESIGNED BY M.TUFF _ "'•�''�' ENTERED EN- M.FUJIWARA - 22872 Washington State REALIGNMENT wr.. C CHECKED BY A.DE LA CRU2 _ CONTRACT.o. --1ncm..o. J Department of Transportation A. NOR. G.AMUNDSEN BARNKOW XLSO92 ---°A,r --- o.i. WALL 7 PLAN AND PROFILE �• REGIONAL ADM. S.ROARK REVISION DATE BY_ ._., ..o. REAR.,,...o. .. SECT. 16 i. T.25N. R.2W. W.M. WALL 8 5.29.00 P.C. WALL 8 6.45.01 P.I! CLINE 515.2421(11.87 LT.) C11NE 516.78.67(25.77'LT.) \ WALL 8 5.81.33 PJ.! - WALL 8 WALL 8 6.3365 P.C.C.. WALL CAME 515.75.8E 2927 L C-LINE 516.27.43(25.59'LT.) WALL 8 P.I.4.84.54 PIP C1ME 515.23.05(26.97 LT.) 6+00 C-UNE 514N7.75(2724'LT.) WALL 8 4445.00 P.C! 5+� 6•� C-LINE 534.45.65(26.97 LT.)\4ti45 --,...-'—,—i—i—i_i_.i__�—_ L BEGIN WALL 8 _ �A --i_i—i_--i__i_/___,_, �"` WALL /1 52 C-LINE 536.4991(25.15'LT.) C END WALL S I. 1 i I il IV Ilk n 535� 1 d =,`���� C-LINE U5101 i CURVE DATA MIN.REINFORCEMENT LENGTH P.I.STATION _ DELTA RADIUS TANGENT LENGTH 4.45 TO 5+23 5+27 TO 6+00 6+00 TO 6+56 be..... �y I WALL/4081.54 1.5701"RT 2426.92 39.54 79.08 24' 24' 16 0 10 20 WALL/541.33 2Y759 RT 2471.00 52.33 104.65 SCALE IN FEET WALLS 6MSA7 O'3705"RT 2415.00 11.36 22.72 D I PLAN VIEW s' $ TO OF WA L • vFI 6+56.79 40 4t3 ra • EL 79.96 • a _- FINISHED GRADE AT ROA IDE OF WALL EL 73.72 _ --- - -----� B S 30 30 Ilk o � EXIStING�GROUND AT ICE-oL1WLL_ >. I 11 ° (NAND)BB FINISHED.GRADE. . . . Y20 I I AT FAC LL. yx. 10AT'A 1 - , -_ 1 20 6 VERTICAL 1,10 a v -______._ ..W BOTTOM.OF WALL t yW I 0 10 20 GRAVEL BORROW FOR'STRUCTURAL EARTH WALL INCLUDING HALIL 2510 C.Y. r-.. HORIZONTAL 1 20 5 U N_HAL"EARTH WALL 3676 SF - QUARRY.SPALL8 3911 CY. j f 70 4+00 _ 5+00 PROFILE VIEW 6+00 10 [ WALL 8 FILE NAME 637w'8Ce6/0578/99IXL5092.P8 ST11AIo TIME 9:24:04 AN ""I^•.". FEDAID PROJ.NO. Adak ^ti.w.e DATE 512V2025 U$ ,°, --- -- _ _ 10 !WASH $T11 PLOTTED BY /ulNnnm__ I DUCKABUSH ESTUARY RESTORATION DESIGNED BY M.TUFF _ --- --- --- - p L2C , ENTERED BY M.FUJIwAnA —-- - i a 532 Washington State REALIGNMENT wm CHECKED BY A.DE LA CRUZ wo. 'a•'e"'^ Department of Transportation _.__. _ PROJ.ENGR. G.AMUNDSEN BARNKOW .._� XL6092 — o.�, WALL 8 PLAN AND PROFILE ...„ REGIONAL ADM. S.ROARK REVISION DATE BY .e.ru.Nv - .c...w per GUARDRAIL WALL SECT. 16 WALL GUARDRAIL CONTROL p W.M. CONTROL R FINISHED ROADWAY SURFACE. .OHO LINE T.25N. .2YY�/��. M LINE NM, FINISHED ROADWAY SURFACE. SEE ROADWAY PLANS. ;'_' TOP OF WALL a TOP OF WALL i 1...11111111111 — r.;. SEE ROADWAY PLANS. IIIPRECAST .ii��� ■"■►' SEE CONCRETE PRECAST SEE �■`l� NOTEPANEL FACED CONCRETE NOTE 1 LIMITS OF BACKFILLZ PANEL FACED LIMITS OF BACKFILL FOR STRUCTURAL REINFORCEMENT REINFORCEMENT FOR STRUCTURAL EARTH WALL(SEW) TO GO AROUND TO GO AROUND EARTH WALL(SEW) INCLUDING HAUL GUARDRAIL WALL HEIGHT"H" WALL HEIGHT"M' GUARDRAIL INCLUDING HAUL SEW SOIL SEW SOIL REINFORCEMENT(TYP.) FINAL GRADE FINAL GRADE AT REINFORCEMENT(TYP.) EXISTING CONSTRUCTION GEOTEXTILE AT WALL FACE FACE OF WALL CONSTRUCTION GEOTEXTILE EXISTING GROUND r AROUND FOR UNDERGROUND DRAINAGE FOR UNDERGROUND DRAINAGE 1/ 2'-0"MIN 2,0"MIN fic -i EMBED EMBED 1'-6" --- „_SEE NOTE 7 / 1 SEE NOTE 3 3•J6•• d�GRAVEL BACKFILL BOTTOM OF WALL BOTTOM OF WALL) I GRAVEL BACKFILL ml 1'-6"I FOR DRAIN FOR DRAIN V-6" LENGTH OF SOIL 6"x1'-0"UNREINFORCED LENGTH OF SOIL REINFORCEMENT CONCRETE LEVELING PAD REINFORCEMENT .. WALLS 1A 2A,3,AND 5(STA 2+12 83 TO STA 3+07.75) WALLS 1 AND 2 TYPICAL SECTION 1 6"x1'A"UNREINFORCED TYPICAL SECTION CONCRETE LEVELING PAD WALL e CONTROL 11 LINE at SEW BARRIER TO MATCH 5 GUARDRAIL WALL BARRIER ON BRIDGE u CONTROL FINISHED ROADWAY SURFACE. FINISHED ROADWAY SURFACE. INN LINE I: SEE ROADWAY PLANS. TOP OF WALL TOP OF WALL SEE ROADWAY PLANS. j i II M1"-1 3 i' PRECAST .. ��a PRECAST CONCRETE P^ SEE CONCRETE PANEL FACED 9 NOTE t LIMITS OF BACKFILL PANEL FACED S LIMITS OF BACKFILL FOR STRUCTURAL "D FOR STRUCTURAL REINFORCEMENT EARTH WALL(SEW) EARTH WALL(SEW) INCLUDING HAUL a INCLUDING HAUL TO GO AROUND WALL HEIGHT"H" >SEW SOIL S GUARDRAIL WALL HEIGHT"H" I REINFORCEMENT(TYP.) o SEW SOIL (/ ( FINAL GRADE AT - I. REINFORCEMENT (TYP.) FINAL GRADE AT FACE OF WALL EXISTING r AROUND E EXISTING `CONSTRUCTION GEOTEXTILE FACE OF WALL CONSTRUCTION GEOTEXTILE / J 1 GROUND\ / FOR UNDERGROUND DRAINAGE L .- FOR UNDERGROUND DRAINAGE 0 E EMBED 2 MIN c �` _ EMBED EMBED SEE NOTE 3 4r 3 -1•.6" 1'-6"-.- SEE NOTE 3 NOTES: _ —�- / BOTTOM OF WALL) GRAVEL BACKFILL I E GRAVEL BACKFILL �gOTTOM OF WALL � FOR DRAIN - I -1•fi'• 1. VERTICAL CORRUGATED METAL 1'-6" FOR DRAIN 6"x1'-0"UNREINFORCED PIPE.BACKFILL AFTER 6"a1'-0"UNREINFORCED LENGTH OF SOIL LENGTH OF SOIL CONCRETE LEVELING PAD REINFORCEMENT GUARDRAIL POST IS INSTALLED. REINFORCEMENT CONCRETE LEVELING PAD 2. SEE SPECIAL PROVISIONS FOR S SEW REQUIREMENTS. "s WALL 4 STRUCTURAL EARTH WALL WALLS 5(STA.1+25 TO STA.2+08.91) 3. UNDERDRAIN PIPE.INSTALL A i TYPICAL SECTION TYPICAL SECTION STAINLESS STEEL DRAIN TYPICAL SECTIONS SCREEN AT THE OUTFACE. g FILE NAME c:lpw wadok10S3E8991XL6D92 PS ST12.dpn .fUS 101 .0 .... 0 TIME 2:02:10 PM • .T�'E FED.AID PROJ.NO. .. E DATE SH9/2p25 _ 10 WASH �I/ DUCKABUSH ESTUARY RESTORATION ST12 I PLOTTED BY 1ullwaram_ g DESIGNED BY M.TUFF _ _ENTERED BY_ M.FUJIWARA 22`��32 Washington State REALIGNMENT .x..r 4 CHECKED BY A.DE LA CRU2 'C^ w. LOC"�^""c. Department of Transportation a. L PROJ.ENGR. G.AMUNDSEN BARNKOW ___ XL6092 — Tr C.,. WALL CROSS SECTIONS WEFTS REGIONAL ADM. S.ROARK REVISION DATE BY .a m. .c..,.w.0. WALL WALL CONTROL SECT. 16 CONTROL LINE p �/�� LINE R BARRIER TO MATCH T.25N. .2W. Y Y.IYII��. BARRIER TO MATCH 1 BARRIER ON BRIDGE BARRIER ON BRIDGE i i i FINISHED ROADWAY SURFACE. I FINISHED ROADWAY SURFACE. TOP OF WALL SEE ROADWAY PLANS. TOP OF WALL SEE ROADWAY PLANS. WELDED WIRE FACING UNIT \l \-LINTS OF WELDED WIRE LIMITS OF HAULACKFLL FACING UNIT BACKFILL INCLUDING INCLUDING WALL HEIGHT"H" WALL HEIGHT"H" HAUL GEOGRID \ GEOGRID FINAL GRADE AT \ FINAL GRADE AT N FACE OF WALLEXISTING EXISTING CONSTRUCTION GEOTEXTILE— FACE OF WALL CONSTRUCTION OEOTEXTLE— r GROUND r GROUND FOR UNDERGROUND DRAINAGE / � FOR UNDERGROUND DRAINAGE / 2,0"MIN j '� ` 2,0' MIN\ ^�. i f /EMBED SEE NOTE 1-� =1.-6" t /EMBED \ SEE NOTE 1—I,i.".p'., 1'Jb^ --BOTTOM OF WALL) t FOR GRAVEL DRANCKFILL I I1 6 BOTTOM OF WALL- 1 FOR DRAIN CKFILL —1fi I CHOKE ANY SURFICIAL 4 CHOKE ANY SURFICIAL LENGTH OF SOI STONE COLUMN VOIDS WITH WALL BACKFILL LENGTH OF SOIL VOIDS WITH WALL BACKFILL REINFORCEMENT GROUND REINFORCEMENT S IMPROVEMENT AREA OVEREXCAVATION AND REPLACEMENT REPLACE WITH QUARRY ELEV.-16' RATION 4 0.24 WALL SPALLS WSDOT 9-13.1(5) CONTROL WALL&-7- (STA_1+05 TO STA.1+70) WALLS 1 (STA—'+111 T1L STA.3+76) UNE & 8 (STA.5+50 TO STA.6+56) (STA.4+45 TO STA-5+50) I BARRIER TO MATCH & 8 BARRIER ON BRIDGE TYPICAL SECTION TYPICAL SECTION i FINISHED ROADWAY SURFACE. TOP OF WALL SEE ROADWAY PLANS. WELDED WIRE --- LIMITS OF FACING UNIT BACKFILL INCLUDING WALL HEIGHT"H" HAUL 1 GEOGRID-\ FINAL GRADE AT D FACE OF WALL CONSTRUCTION GEOTEXTILE— ((("""EXISTING I FOR UNDERGROUND DRAINAGE / GROUND /EMBED UNDERDRAIN PIPE— pJ 1'-6"+ BOTTOM OF WALLJ 1 GRAVEL pLRAIBNACKFLL J I `1.6 2 E CHOKE ANY SURFICIAL VOIDS WITH WALL BACKFIL LENGTH OF SOIL OVEREXCAVATION AND REINFORCEMENT NOTES: 1. UNDERDRAIN PIPE.INSTALL A g REPLACE WITH QUARRY WALL.. 6 STAINLESS STEEL DRAIN L SPALLS WSDO7 9-13.1(5) TYPICAL SECTION SCREEN AT THE OUTFALL. I. l u FILE NAME cSpY wsdohdD538090IL6092 PS ST13.Cgn R1 TIME 2:0117 PM 'EOM"I".,. FEDAID PROJ.NO. s[DATE S/19/2025 ------__---- iD ASH US 101 ST13 PLOTTED BY h�N...m__ Wi DUCKABUSH ESTUARY RESTORATION DESIGNED BY M.TUFF 22e 32 Washington State REALIGNMENT ..... ENTERED BY M.FUJIWARA _ 3 CHECKED BY A DE LA CRU2 -- co c p __ ---- Department of Transportation PROD.ENOR. O.AMUNDSEN BARNKOW XL6092 n ..n •en REGIONAL ADM. S.ROARK REVISION DATE BY p.m...es ,...o„..,,, MINOR STRUCTURE DETAIL /1111. Washirejtaratlite Department of1Transportation Turnback Agreement Local Agency Name&Address Jefferson County Public Works 623 Sheridan Street Port Townsend,WA 98368 Agreement Number Location TB Intersection of Duckabush Rd& US Highway 101, Southeast State Route Control Section Region Quarter of Section 16,Township 25 North, Range 2 West W.M.As shown in Exhibit A and fully described in Exhibit B. 101 Olympic THIS AGREEMENT is between the Washington State Department of Transportation, hereinafter"WSDOT," and Jefferson County, hereinafter the"Local Agency;"collectively hereinafter the "PARTIES." Recitals 1. WSDOT is planning the construction or improvement of a section of the state route as identified above,hereinafter referred to as the"Project." 2. WSDOT has acquired and/or is in the process of acquiring right-of-way needed to construct, reconstruct, or rearrange the state route and/or certain streets or roads, frontage roads, access roads, intersections, ramps, crossings, and/or other roadway features, hereinafter referred to as"Roadway Facilities." 3. Upon completion of the Project certain right-of-way and Roadway Facilities, as shown on Exhibit A, attached hereto and made a part hereof, will require maintenance, operation, and ownership transfer from WSDOT to the Local Agency, or maintenance, operation, and ownership transfer from the Local Agency to WSDOT. 4. WSDOT and Local Agency enter into this Agreement to identify the process of Roadway Facilities and right-of-way maintenance, operation, and ownership transfer. NOW, THEREFORE, pursuant to: ®(County) RCW 36.75.090 and WAC 468-18-040, "Design standards for rearranged county roads, frontage roads, access roads, intersections, ramps and crossings," It Is Mutually Agreed as Follows: 1. Acceptance,and Transfer of Operation and Maintenance 1.1 Once the Project is completed and reviewed by the Parties,WSDOT will in writing transfer to the Local Agency and the Local Agency agrees to accept the responsibility for the maintenance and operation of the Roadway Facilities and right of way until such time as the full ownership of the right of way and Roadway Facilities are conveyed by deed pursuant to Section 2. The Local Agency will in writing transfer to WSDOT and WSDOT agrees to accept the responsibility for the maintenance and operation of the Duckabush Parking Lot until such time as the full ownership of the facility is conveyed by deed pursuant to Section 2. 1.2 The Local Agency agrees to accept or transfer to WSDOT ownership of the right of way and Roadway Facilities as shaded,where applicable, on Exhibit A, as follows: Red Indicates access control and access rights to be retained by WSDOT Blue(light)Indicates Roadway Facilities and right of way to be conveyed in fee to the Local Agency by WSDOT post-project Yellow Indicates easements or turnbacks to be conveyed to the Local Agency post-project Purple Indicates Roadway Facilities and right of way to be conveyed in fee by the Local Agency to WSDOT post-project Green Indicates Roadway Facilities and right-of-way to be conveyed in fee to the Local Agency subject to easement(s) DOT Form 224-240 Page 1 of 2 Revised 01/2020 2. Recorded Conveyance 2.1 Within one year following WSDOT's written transfer to the Local Agency of the responsibility for maintenance and operations as provided in Section 1,WSDOT will furnish the Local Agency with a recordable conveyance of right of way,including the Roadway Facilities constructed thereon, as shown on the plans marked Exhibit A.The conveyance will be recorded pursuant to RCW 65.08.095. The PARTIES agree that sections 2.2, 2.3,2.4(if checked), and 2.5 herein shall be included in the conveyance document. • 2.2 The Local Agency understands and agrees that the above-referenced property is transferred for road and street purposes only.The Local Agency shall not vacate, sell, rent or use the property(or any portion thereof)for nontransportation uses without first obtaining WSDOT's prior written approval. The Local Agency agrees on behalf of itself and its successors or assigns, not to revise either the right of way lines or the access control without first obtaining WSDOT's prior written approval. Should WSDOT authorize the vacation,sale, rental or use of the property (or any portion thereof)for nontransportation uses,the Local Agency agrees at its cost to determine by appraisal the fair market value/economic rent of the property(or any portion thereof), and the Local Agency and state of Washington agree to proportionally share in the value of the property in the same proportion as the purchase costs were shared. ❑ 2.3 The Local Agency agrees to comply with, and require its successors or assigns to comply with, all civil rights and anti- discrimination requirements of chapter 49.60 RCW,as to the right of way and Roadway Facilities to be conveyed. • 2.4 Limited Access Highway-The Local Agency understands and agrees that WSDOT is retaining ownership of all rights of ingress and egress, to, from and between the above referenced state highway route and/or Roadway Facilities and the properties abutting said state highway route and/or Roadway Facilities, including all rights of access, light,view and air,and access control as shown by the access prohibition symbol and as shaded pursuant to Section 1.2, above, along the above referenced state route and/or Roadway Facilities right of way and along abutting properties on the right of way access plans marked as Exhibit A.The Local Agency, its successors or assigns, shall have no right of ingress or egress between the above referenced state route and abutting properties, or the state route and the lands herein conveyed that show the access prohibition symbol and as shaded pursuant to Section 1.2, above. The Local Agency, its successors or assigns,shall not be entitled to compensation for any loss of access, light, view, or air occasioned by the location, construction, reconstruction, maintenance,or operation of the above referenced state route and/or Roadway Facilities. 2.5 The Local Agency,on behalf of itself and its successors or assigns,waives and/or releases WSDOT from any past, present, or future claims for damages directly or indirectly caused by highway drainage or runoff, and further the Local Agency, its successors or assigns, shall have no right of compensation for damages to the property herein conveyed caused directly or indirectly by highway drainage or runoff. 2.6 The Local Agency agrees to accept the deed transferring ownership to the Local Agency subject to all matters of record. 2.7 Within one year following WSDOT's written transfer to the Local Agency of the responsibility for maintenance and operations for the areas identified in Exhibit A as provided in Section 1,the Local Agency will furnish WSDOT with a recordable conveyance of right of way, including the facilities constructed thereon, as shown on the plans marked Exhibit A.The conveyance will be recorded pursuant to RCW 65.08.095. WSDOT agrees to comply with, and require its successors or assigns to comply with,all civil rights and anti-discrimination requirements of chapter 49.60 RCW,as to the right of way and Roadway Facilities to be conveyed. 3. Enclosures 3.1 Exhibit A: Map of Turnback Areas 3.2 Exhibit B: Legal Description of Conveyance Areas In Witness Whereof,the Parties hereto have executed this Agreement on the Party's date last written below. DOT Form 224-240 Page 2 of 2 Revised 01/2020 WASHINGTON STATE LOCAL AGENCY DEPARTMENT OF TRANSPORTATION Signature: Signature: By: By: Print Name Print Name Title: Title: Date: Date: DOT Form 224-240 Page 3 of 2 Revised 01/2020 , „:\,.,,..........„„ ) tN` SECT. 16 ,t \. ,1 D•l1NE n.a AT Eo.E. NPt�o - 14.4ECN P.T },,,, T.2 5 N. R.2W. W.M. \\. , , w .}?E 171: 11 -:asement to be conveyed back 1:T.-3'1,D L2ME 11.71.L P.I. O to the Local Agency i WOI t'�c D-LINE 16.51.2E P T. ' D 111E 11.1EN P.C. \ }1EI, e • D LINE BNLM P.T. ^1M1 ,/ I 1 Roadway Facilities&ROW to be '�\\ / \\ ,' \ .1 �., , D-LINE 16.1747 P.I conveyed In fee by the Local \ / ' ` `A , �SB iI `1,0111f' \ 'E 0.lINE 15•tl1 66 P.0 t)�LESR .FFME«E p / Agency to WSOOT 11/ ., < / • o Roadway Facilities&ROW to be —'`, I • IplaY "- (2F M/.cl,JiAli conve ed in tee to the Local ���---^• `• \ Ilan" \ 'i Agenc s• E 1 \ \< 'ti3,P ' V ! �/ y cSihllAi!'1 Y 1 emnC \ ' ' '�MF _.. .,..rn.66 �E.UM XMLIO P... SE 1M SE 1M \\ - 1 ,,.LF�ME� • SEC.16 c 'Q \' D LNG H.51A5 III \ M O om - rZ TURNyyNA�CMM22��GNE \ D FL�ILM0/1 yy1.N/1PENT \\ TNn -`�' G_MfstT,`. / i TO CdMTY'N, , , ® \ TV L i�i1 L_ 1 • —`-A ., PETILEAN CREEK \ END PROJECT s "" I �" \ US 101 MP 309.83 `Imo!, ��`! R��W' `A is \ / t, F C-LINE STA 540+15.52 = g3\„' `P—'-- — --- J AAL__0 i+1° --"--L— M.d r*—�•, tort" n!ctlilr' • STA B 33 14.22 ( .83 R ) \ US 101 ROW \ + 0 T. / c rH � C-UNE �� F 165 � iv D.��..._W40.p P,p,.1 — S7S \\ NE 1/4 SE 1/4 — 4 ______ N• "1WE s71.1Li6 r _� il r ri` \ SEC 16 /� *( ♦ R�ROI� • - .� .' ' \_ 51W15-S!P.T. iNOTES; ``4 \,...... ( ,) \��. \ • ...1 ` `����—— \ ` 'i THE BASIS OF BEARINGS AND DISTANCES ARE DETERMINED FROM % ^ \ �— � ' ' \ S ^— WASHINGTON STATE PANE COORDINATE SYSTEM NORTH ZONE(NAVE) ^1 Z—� 1•37 PT. \\ ^^ BB) � PER RAC SE 091XI ANY MONUMENT OR CORNER DISTURBED BY THE -- '— - A_- ►, ^ CONTRACTORS OPERATION SHALL BE RE=Et AT NO COST TO THE \`�--. CONTRACTING AGENCY / THE DISTANCES SHOWN ARE GROUND DIMENSIONS US SURVEY FEET.TO PRIMARY CONTROL TABLE `` \ C__ .10.04 P.O.E.�., P` OBTAIN THE GRID DIMENSIONS MULTIPLY TNNE GROUND DIMENSION BY HORIZONTAL DATUM PROJECT DATUM VERTICAL DATUM BAD IB11 US COEN . \ THE COMBINED FACTOR OF 0.9910TBA T11 WA NORTH PEET MED FACTOR 0.1NN Ss NAVD ... \ SEE SHEETS ALI THROUGH ALI FOR ADDITIONAL ALIGNMENT DNORTHINGSTIDN NORTHING EAi7N0 NORTHING CASTING ELEVATION \ INFORMATION MINS 2.5,57344 112)550.217 5f)034.700 1451210-M 1B NM `.•ter,`` ' SEE SHEET NW7 FOR LEGEND. RONRO E4212).NE 11220)5.1)5 57)24B.S14_1451751/44 16.404 ~� T "ar TRANSFORM BPC TO PDC RIPC US FEET•(1ICF)I•(1)1.17112)•100000).PDC SCALE IN FEET 3 NS TRAFORM PDC TO SEC ETC US FEET-II I,)1 I1 IT •)0000011•CF .SPC ___._....... i S TILE NAME c)w.nr.Mc...,..0.8407TESEAXL6M2 PE MAP { Tem. „W A)AM ••r` FEDAID PROJ NO US t01 F DATE loN1671 10 ABH RWT 9 PLOT,ED B. aNC.A -"----- �I/ DUCKABUSH ESTUARY RESTORATION B DESIGNED BY M.TUFF iniall 5 CHEEPED BY M SE WANA 2 Washington State REALIGNMENT 9 CHECKED BY A DE lA CN, r,rn r •K•o-W Department of Transportation • t PROJ.ENO'. 0 AMUNOSEN BARNPOW XL6092 „,.. RIGHT OF WAY PLAN REGIONAL ADM S'WARN AMMON DATE EY ... .... Duckabush Surplus Area(Purple in Exhibit Map) Legal Description All that portion of the hereinafter described Parcel "A" lying within the following described tract beginning at a point opposite Highway Engineer's Station(hereinafter referred to as HES)C 529+99.80 on the US 101 line survey of US 101 DUCKABUSH ESTUARY RESTORATION REALIGNMENT and 52.03 feet LT.Northwesterly therefrom; thence Northeasterly along said line survey to a point opposite HES C 530+60.74 and 51.65 feet LT.Northwesterly therefrom; thence Northwesterly to a point opposite HES D 12+37.92 on said line survey and 27.50 feet LT. Southerly therefrom;thence Westerly along said line survey to a point opposite HES D 12+71.70 and 27.39 feet LT. Southerly therefrom;thence Southerly along said line survey to a point opposite HES D 12+71.86 and 77.82 feet LT. Southerly therefrom; thence Southwesterly along said line survey to the point of beginning. Parcel"A" The following described property acquired by instruments recorded July 20, 1933,under A.F. Nos. 70659&70658,respectively: A strip of land 70 feet wide in Section 16,Township 25 North, Range 2 West, W.M.,being 40 feet on the Southerly side and 30 feet on the Northerly side of a center line Westerly from the Engineers Survey Station 23+55, extended. Also, a strip of land 70 feet wide in Section 16,Township 25 North, Range 2 West,W.M., being 30 feet wide on the Northerly side and 40 feet wide on the Southerly side of a center line extending from the Westerly right of way line of said road at Engineers Station 23+55 to the West line of the Southeast quarter of the Southeast quarter in said section.