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HomeMy WebLinkAboutCONSENT Duckabush estuary turnback Department of Public Works Consent Agenda Page 1 of 1 Jefferson County Board of Commissioners Consent Agenda Request To: Board of Commissioners Josh Peters, County Administrator From: Monte Reinders, P.E., Public Works Director Agenda Date: August 18 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 a as part of the estuary restoration project. The Board is asked to review a two-part Construction a 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 a 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 Ft Con's: The attached Construction a 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 a 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: Josh eters, County Administrator Date CONTRACT REVIEW FORM Clear Form (INSTRUCTIONS ARE ON THE NEXT PAGE) f iU&al S-US CONTRACT WITH: Washington State Department of Transportation Contract No: GCC 1114/ 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: o.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:❑■ f,G� ‘///aoas 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. A �n CERTIFIED: El N/A: E 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 Washington State WI 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 160300 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("USAGE") 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 2 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 3 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 form only: for 06/17/2025 Philip C. Hunsucker, Date Chief Civil Deputy Prosecuting Attorney Page 14 GCC 1114 SN0j SECT. 16 �GNVJprc, DLNE 7N{5.0S P.T y90 T.25N. R.2W. W.M. ° o,, M ,, ....,,, ...,......„ . ,,.,...,.. b N, \ % Q D-LINE 1B.S3.2B P.T. dop\ \\ VWia11 0 LNE 13.79.28 P.I. P Z\ D LINE 11.12.95 P.C. / ( i'/\ '�y{ery,_y 59 P.T. \ / \ D-LNE 1H17A7----_ `,�(.'Z e 'y1' _ E UNE 32+0000 P.O.E. ,,, {...WS•••... .... '. \\ •r , . Dpppyy l9• S MENT �1599eti1 I % ` •-T.1 A EA.MENT ` \SURPLUSPROERTY 1 , �'.rr7 IICN(17,910 S..1 1 s �' M95nT1' // g • ......0 q—r, .1' . .. „itik A EASEMENT 5. ) i/ 1 \‘'., \\ - TS o Easement to be conveyed by the° yFF, y A EA MEAT e•,1 • A EASEMENT ``-`TMAN••� Local Agency ® \ 0 LINE 111N51'15 PJ.15 µPt`O upE 9 Y a \ D UNE 10.75.14 P.c. I Roadway Facilities&ROW to be TURNBADN UN • L, 1. mr �' I'�'r • I TONCOUNITOUI`MENT ,� conveyed by easement by the mN • ula; i� / " ' ` ^\ PE,,, ® \\ ocal Agency to WSDOT,the. END PROJECT VA .•���'�, .' .1 —' -' r.1 / W'F1II CREEK \ ''ve ed in fee post-project US 101 MP 309.83 \ Y P P 1 C-LINE STA 540+15.52 = 4PFAIIM_— _J S...i� .'��� „>ae,ST \ US 101 ROW —�—��— � o i' • ,n.MtTr ENT \ STA B 33+14.22 (0.83'RT.) / - O C-L/NE F.a t0.i" A. --••- •� c ws. eV \\ - --- D UNE 10.W.00 P.O.B. SJS ''CA,4N f•` I. �+,''xi ;7'Z \\ NE 1/4 SE 114 R). _� 'l; •C LINE 571.77.56 �_`` SEC. 16 _ __ • �� J \ 119 x ,\\.. \3 ©ROBI RO_-- ICJ W - C) `� NE 15.52 P.T. 1 NOTES' 1 ♦\� \1-Iarir w t�1/I \,`•` �``` 2 '`' 1. THE BASIS OF BEARINGS AND DISTANCES ARE DETERMINED FROM �E €- - —f / \ •�F• • \ �.. WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE(NAND - 5�6 t(_C UNE 3.37 P.T. g • •• o • C LINE 537.29.05 P.C. •••• \ ••♦ 2. PER RCW 58.09.130.ANY MONUMENT OR CORNER DISTURBED BY THE Q �•• C UNE 575.72.30 P.L ••• E CONTRACTINGS AGENCYTION SHALL BE REPLACED AT NO COST TO THE \ A� 5 ••••. ° PRIMARY CONTROL TABLE L. \ c LINE 5N.10JY1 P.O.E.•A►• 3 OBTAIN THEDIMENSIONS.MDIMUILTIPLYIITHESGROUND DIMENSION FEET. HORIZONTAL DATUM PROJECT DATUM VERTICAL DATUM `•• \ T THE COMBINED FACTOR OF 0.9999766. NAD(SV11)WA NORTH US FEET COMBINED FACTOR 0.9999766 MAYO SS ••• \ NORTHING STING o a SEE SHEETS NFORMATION.AL1 THROUGH AL3 FOR ADDITIONAL ALIGNMENT DE • R 1 BOON 245157.3 2 11E23650 17 NORTHING024/50 1 91280.880 ELEVATION 18.38 +o ••••••• ••a• ' S. SEE SHEET RW1 FOR LEGEND. TRANSFORM SPC TO PDC (SPC US FEET•I1ICFII♦((39.37112)-100000.PDC SCALE IN FEET a TRANSFORM PDC TO SPC (PDC US FEET-1(79.37112)•100000N•CF•SPC t '• FILE NAME elub unN.erNPw w0011401827091XL6092 PS RWIAan g L TIME 1:62:14 PM 10,R*. 1T'R FEDAID PROJ.NO. US 101 .,.,,t�w DATE • 700/2025 .2 PLOTTED BY M6CIA tD WASI DUCKABUSH ESTUARY RESTORATION R1N3 IDESIGNED BY M.TUFF flI 532 Washington State REALIGNMENT .,..•e ENTERED BY M.FUJIWARA CHECKED BY A.DE LA CRUZ .w...4,.• .� Department of Transportation g,PROJ.ENOR. O.AMUNDSEN BARNKOW XL6092 ,. v, RIGHT OF WAY PLAN �• , REGIONAL ADM. S.ROARK REVISION DATE BY .!..r...... .a.i....o. 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. SN,o SECT. 16 ,S MPS_�OM NON y.00 D LINE4.If .W . y 145 PT 1, , T.25N. R.2W. W.M. \.. °gyp F \ G D-LINE 16+53.28 P.T. \ \ `g01.•i'}IF. D LINE 1N7l3S P.I. P \ D LINE 17N2.95 P.C. / I \•' \ ` D y;,-.).,2 Mr 59 P.T. ry A \ /i \ D-LINE 16+17.47 '.I. \ ---- ,, ,%:44TI E UNE 32+00.00 P.O.E. •• \ qN Iilib LT.l 4 5+81.65 P.C. w8=MEN 1 ` \I ,\ EASEMENT \ "' 159W11 11ir - ' ni.l /c' 11M•••T -_-'\\. \\ .,r \\ SURPLUS PRgqPERTY g / /`/ .W P3.T. 4-4 I \ 5L1' \ ICN 179101 1' , 'rr,i , FF \,.. �!� Y ` A EASEMENT ,5 se�t� i `\ -SN755N° ° tiFcf i 1•4a 2trc»13.111 \l y A EASEMENT tl,.. 4 (MOUNT) •• , 1'0'.S'P \ F LINE ]0+00.W P.O.B a EASFMFNI E 1Srfi7 n AD--- ,e •D LINE 11+81.15 'GHS-\�\1>E O E - I>.,>. D UNE 11+51.45 14 11`P O z -)URNBACK UN ) • ` D UNE 10+75.14 P.C. FOR REUNOUI5*INENI m m /' •,'1 y r 1 ro COUNTY\ • srm \ 157. I - • i 1..1„ . ^\ Ira i '� `\\ END PROJECT ,���►, � -� SIAM " N GREFk \ US 101 MP 309.83 - �" 11 "a1 0.• \ CLINE STA 540+15.52 - g _ t� ti /� A ---__---J 104- . ® \\ US 101 ROW _w+-1-... Obi o u... ---_=- ta*etx.�r��!`` `r Lrc' _.MNT \ STAB 33+14.22 (0.83'RT.) r s D LINE 10+00.00 P.O.B. ,�_ ' Z NE 1/4 SE 1/4 .;d'Y___....." .C UNE 531+32.56 �_`\_ .1 \ SEC. 16 F + 11 �♦ \ 41 ._ •i4i... �� 2 3 cl�T•S2SC FIL) <� \ f`%.. 6 ©ROBI RO ',I♦J W Q r,` ` C LINE 540+15.52 P.T. • . 1.NOTES:HE1. ASIS FBBETRI BEARINGS PLANE COORDINATESYSTEM ARE DETERMINED E RINEDOFRO(NAVD 1 EASEMF Ni .�``I�.\`1L/�/t \\�`•�R •`�� •` ``' Sop \\\`��r♦`'````` C LINE 576+67.77 P.T.\ C UNE 577+29175 P.C. •3 `.,.... \ `••••• E 2 CONTRACTINGDAG OPERATION 130 ANY MONUMENT g ALLNBEOR REPLACEDR AT NO RBED COSTBY THE Q TO THE \ �� C LINE 578+72.70 P.I. �,r♦```••• ° PRIMARY CONTROL TABLE �� \ 35 O LINE 544+10a4 RA.E•.... 7 OBTANS THE GRIDDIMENSIONS,MULTIPLY DIMENSIONS, ESGROUND DIMENSION BYTO HORIZONTAL DATUM PROJECT DATUM VERTICAL DATUM ``••\� \ pi THE COMBINED FACTOR OF 0.9999766. NAD(87111)WA NORTH US FEET COMBINED FACTOR 0.9999766 NAVD BE ••.. \ 4. SEE SHEETS AL1 THROUGH AL7 FOR ADDITIONAL ALIGNMENT DESIGNATION NORTHING FASTING NORTHING FASTING ELEVATION ••••N. \ Oo INFORMATION. 131602 245157.564 1123650.217 573024.750 1451260.BS0 16.759 a�..t �'`` 5. SEE SHEET RWI FOR LEGEND. ROBI RD 242923.592 1122015.935 573246.614 1451759.844 36.404 0 50 100 ',.. TRANSFORM SPC TO PDC (SPC US FEET•(11CF))♦((39.17112)•100000)=PDC SCALE IN FEET u TRANSFORM PDC TO SPC (PDC US FEET-((19.77112)•100000))•CF.SPC !u FILE NAME c:lusers lelscrslpw w.CODE07827091XLMS2 PS RW7A0n _ i• TIME 1:42:14 PM 7," ^A^ FED.AID PROJ.NO. ..A.+.... DATE 717672025 � US ,O' B PLOTTED aY 0.MC,A ID WASE I/ DUCKABUSH ESTUARY RESTORATION RW3 DESIGNED BY M.TUFF 22G53 ENTERED BY it FUJIWARA 2 Washington State REALIGNMENT .•.•, 9 CHECKED SY A.DE LA CRUZ 0"••1.P A - Department of Transportation .. f PROJ.ENGR. G.AMUNDSEN BARNKOW XL6092 ,. .,,. RIGHT OF WAY PLAN .•.... REGIONAL ADM. S.ROARK REVISION DATE BY _ ....r..."I. ....�...... MP O . g. l SECT. 16 `+, •\ '7,` D•LME 17N7A7 P.D.E. tCHJp0 JNE • T.25N. R.2W. W.M. _' `\, \, DLINE 14.45.08 P.T. 11, \ DLINE 13.79.95 P.I. ® DLINE 17.12.95 P.C. DUNE 12.N.59 P.7. P CURVE DATA DLNE 16+57.20 P.T. a 01INE 60+00.00 P.O.B. / P.I.STATION DELTA RADIUS TANGENT LENGTH S 1'{`� OLINE 12.21.59 P.T. ry C-LINE 529.70.62 )YOT78-ST RT 2600.00 736.55 1429.29 4.76% DALE tfH7.17 PJ. E•1.INE 72+00.00 P.O.E. C-LINE 536.72.30 1.5T14.30"LT 5*00.00 14125 2KA7 WA . , DLINE 11.51A5 287275"LT 300.00 76.31 U9A5 4.OY. \, 1. , DUNE 15H1.K P.C. DLINE 7N7lJ11 1T7TOT RT 600,00 66.33 +7217 4.0% •® 1't' DLINE 7N17A7 _ IYtY!"LT 2430.00 75A7 71.62 IA% 85•SO'H.M \ / 9 / ,4• DUNE 60+19.71 67'48'S5"LT 25.00 15.57 27.85 WA DUNE 60.3271 P.C. - • PCA-UNE H+2BA7 21.4T57.7T'RT X.00 10.99 21.f1 WA G-LI0-LINE M W 1.31 P.T. ` .� 1, 00,. .� PCA-UNE H.K.09 tYl7'07.6T'LT 100.00 17.6I 27.K WA n, `•� I PCA-LINE 76.66.7! !M4'75.77"RT X.00 70.17 15JN 1 WA i E•LINE 30.00.00 P.0.13 ;��• ' . •o-uNE 11.Hes TEMPORARY CURVE DATA CLINE 539.70.62 PJ. P.I.STATION DELTA RADIUS TANGENT LENGTH S 4. < •SI\ F 1 • TC-LINE N+21.86 27.5770.l0"RT 1420J0 300.21 591.72 -4.76% • ....‘c,•? a _PCALINE 34.74.47 P.C. O�)t,ENE H gi •,-� PCAIJNE H+7l.11 P.T. c DINE 11.57A5 PILL' • PCALINE H+28.47 P.L \ • CI-LINE 61.62.94 P.O.E. CI-LINE 10.75.14 P.0 • Prat MR H+17A7 P.C. \ SB j •4 END CONSTRUCTION N5YO401.)S'E PCALINE 36.56.26 P.C. K PC-LINE 12.70.00 y \ ►CI11NE X.66.I9 P.I. END PROJECT E UO / It . 7,`i PCA-. E7209 P.T. US 101 MP 309.83 .ter ,IN PCA-UNE 7NK.0!PI ♦ C-LINE STA 540+15.52 = s y / _J___ ! J .. :I \\ S 101 ROW c _� � • • TCLKE N.2LK PA V. ,�i ` PCA-LINE 35.01.55 P.T. DW)767.UNE 1+61.04 P.O.E. STA B 33+14.22 (0.83'RT.) $ / U$ 1p1 RcyN B - • -_ C.L NE PCA-LNE H+00. P� `�� UY9-3767-UNE 1.22.32 A.P. �` P.O.B.P Cq.�"�� N26•)0'09.67W C-a FILL- W Pal�7TC-LINE S./ �rU �tlyF ).:/<' 1125P.•12.56 pW-7779-LME 1. P09TCLNE 58.24.65 PC. •CLIME 571+72.X TF - � •CLNE 577+70.E. PC 11.56+06 M •6 _ J `�.�,n OWX57.0W 1.46.07 P.O.E. ...... .CLI-E SH+04J1�70 E354,,,, S 0br��• /` 3 BEGIN CONSTRUCTION �^ _UN01 ROW 8129+52A5(1..`\' '��! "1,13 1 ��` \\ PC-LINE 10.70.97 `=`L \- ]�„ ` \ TC-NE 66.16,36 P.T C-LINE 53 -7.77 P.T. `2 F V a. �`` O DW7668•LINE 7+00.00 P.O.B. - 3. �� CLINE 54005.52 P.T. S NOTES: •C-LINE 536.6`.59 V PCA•UNE 37.02.8S P.O.E. : ...�` 1. THE BASIS OF BEARINGS AND DISTANCES ARE DETERMINED FROM r R1- .,• \ d WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE INAVD • 3` 0{ \ ��� BB). 526•14'26.6TE O ` i 2. PER RCW 58.09.130.ANY MONUMENT OR CORNER DISTURBED BY THE DW-3668-UNE 1•31.62 A.P. 3 ......_ N37'OTOOA2"W 0. \\ \`��-.�` Y CONTRACTOR'S OPERATION SHALL BE REPLACED AT NO COST TO THE 113753'46.24"E O `s- •UNE 530.72.30 P.I. ��,. CONTRACTING AGENCY. �� E DW7K6LINE 1+66.54 P.O.E. DIN-3857-LINE 1.00.K P.O.B. ��44` 3F• 3 THE DISTANCES SHOWN ARE GROUND DIMENSIONS,US SURVEY FEET.TO CLINE S)7+29A5 P.C. K'7IN rE ' ••C•L9/E 576.72.70 \\ ,)$ OW-37794.11E 1.41.95 A.P., CLNE 544NO.M P.O ���� D OBTAIN THE GRID DIMENSIONS,MULTIPLY THE GROUND DIMENSION BY OW776711NE 1+K.00 P.O.B. ,� \ '4/4' I THE COMBINED FACTOR OF 0.9999766. •C-NE 53747.46 848'78'27'6G'E ��` 7600+F S 4. SEE SHEETS RW1 THROUGH RW3 FOR ADDITIONAL RIGHT OF WAY DW77781NE 1.71.X P.O.E. \ 2 INFORMATION. \ g5 SEE SHEET AL1 FOR LEGEND. I `` \>t ` • 3 0 50 100 a SCALE IN FEET , I 1 FILE NAME e:lpw w•ee0003827091KLISPI PS AL14•5 �• n w I TIME 1Il:37 PM FED.AID PROJ.NO. Ada US 101 PUIN 0 r 919/2036 .PLOTTED BY ujlw.nm_---- p,. Belli1G WAINWii DUCKABUSH ESTUARY RESTORATION AL3 iM.DESIGNED BY TUFF p ---- -- --- - 2 Washington State REALIGNMENT .1411, Q CHECKED Y nOEJLAAM �. --.0.. -- Department of Transportation e, g.g.CHECKED BY G.AE LA CRUZ PROJ.ENOR. O.AMUMD6EN BARNKOW XL6092 „ a,, ALIGNMENT PLAN ....• REGIONAL ADM. B.ROARK REVISION DATE BY rani.o ,•.r....o. 3S as BEAM GUARDRAIL TYPE 31 EXTRUDED CURB TYPE 4 VP' 0.1533 B r r iI r. OM SEAM OUARORAL TYPE 31 1 1,br 1 (LW a CONSTRUCTION NOTES , 0.3S 9 O SEE WALL SHEETS ST1 TO ST13 FOR OM WALL LIMITS AND CONSTRUCTION DETAILS A SEE MINOR STRUCTURES SHEET 5T74 AND STATION STATION % A' WSDOT STANDARD PLAN E-2D.10-00 FOR D 10*92.5 TO D 11+95.4 D 71�05 TO D 11+53.1 CULVERT DIMENSIONS E.• OSEE BRIDGE SHEETS BAT-BAt17 AND BB143845 D LINE FOR STRUCTURE LIMITS AND CONSTRUCTION f DETAILS SP SEE PAVING SHEETS PV1-PV3 FOR VARIABLE C A B S A O WIDTHS SHOULDER LANE 'I LANE SHOULDER SEE SHEET RS74 FOR VARIABLE SLOPES t' STRUCTURAL EARTH I STRUCTURAL EARTH • LEGEND WALL BARRIER `AR I VAR WALL BARRIER 1 HAM n O CL 1(Y PG 93H-33 FINAL LIFT - D' O CL Sr PG 58H-22 I OJT'PROFILE GRADE I O OCRUSHED SURFACING BASE COURSE O A PIVOT POINT to O.SC O •D• O PLANING BITUMINOUS PAVEMENT O uO SELECT BORROW INCL HAUL SUMO s NOTES: GRADE E _ A. 1. ALL DIMENSIONS ARE IN FEET UNLESS NOTED OTHERWISE. ROADWAY SFCTI[1N I -__ 'y 2. ALL SURFACING AND PAVING DEPTHS SHOWN ARE FINAL COMPACTED DEPTHS STATION INDIVIDUAL LAYERS SHALL NOT EXCEED MAXIMUM NOMINAL D tO�N.S D 7N77.7 E COMPACTED DEPTHS DEFINED IN THE WSDOT STANDARD SPECIFICATIONS 2 3. SST:NOT STEEPER THAN UNE STATION RANGE A B C 4. VAR:VARIES OD 5. MFD:MEDIA FILTER DRAIN.SEE DRAINAGE SHEET DD4 FOR MORE B j TpO 11.31 �17' 52. 1jJ,.$5 S _ DETAILS. D T TO 11. i'1t 111.-�11' _1 1 5. SEE WSDOT STANDARD PLANS M50.10 FOR WIDENING AT GUARDRAIL E. GUARDRAISEENtION SED TREATMENTS. C-2240 FOR EMBANKMENT WIDENING AT 7. CONSTRUCT WITH UP TO 0.35'LIFTS OF CSBC AT A TIME. T 1 W FILE NAME G *ROSl03S2711WAHR PS RBIAyn! -e .un • TIME 12:31:W PM a FEDAID PROJ.NO. 411111 US 101 """""` [ DATE 5I1L202SIV 9 PLOTTED-NY- fRllw.om _ to WASH DUCKABUSH ESTUARY RESTORATION R58 n DESIGNED w M.TUFF ___ ._ fi 2 Washington State REALIGNMENT 9 CHECKED BY A.DE LA ENTERED MYIL DE LA C ro...�.o. ��� RU2 - I Department of Transportation _. o. n PROJ.ENDR. G.AMUNOSEN BARNKOW XL6092 -- - REGIONAL ADM. S.ROARK REUNION DATE W ,,.,,,..., ,�,,,..„, °"` ROADWAY SECTIONS .<< 1 f D LINE c LANE I LANE 0.15' I j air j O e.r , 1... sr i LT 1 3' VAR is 3.r Ls. j PRECAST CONCRETE • BARRIER TYPE F,ANCNOREO • BEAM GUARDRAIL 0.15' j TYPE 31 ♦ , i 0.10• 1 t cur _t 0STATION 0.1T 0 15+61.6 TO D 15+70 STATION CEMENT 0.1T , 2 0.33 D 13+56.4 TO D 15+70 CONCRETE GUTTER DM 2 3 LW 0.50• D LMIE $ H 11. BEAM GUARDRAIL-- r.0 LANE j LANE TYPE 31 0.15' , i 0.35' EXTRUDED O.3S I CURB TYPE 4 OTT 2 S.S O.IS' a CONSTRUCTION NOTES a,5 41,Q 1 O SEE WALL SHEETS ST1 TO ST13 FOR STATION 4 , 0.1S I O.r WALL LIMITS AND CONSTRUCTION DETAILS D 12+90.66 TO D 14+90 3 0.35• = SEE MINOR STRUCTURES SHEET 8T11 AND air 2 !O WSDOT STANDARD PLAN E-20.10-OD FOR CULVERT DIMENSIONS . 3 0' .0SEE BRIDGE SHEETS BAT-BA117 AND BB1-8846 0 14+90 TO STATDI 15+61.6 �----- - FOR STRUCTURE LIMITS AND CONSTRUCTION STATION DETAILS D 12446.4 TO D 13H6.4 E O1 SEE PAVING SHEETS PV1-PV3 FOR VARIABLE WIDTHS BEAM GUARDRAIL 0 LINE TYPE 31 c. s 0 SEE SHEET RS14 FOR LEGEND VARIABLE SLOPES 3.s 2.s 2' ,1 ,r r IT 3 O HMn ¢ LANE LANE ¢ CL.1/2.'PG 58H-22 FINAL LIFT ! 9 A (I) HIM1 CL.12"PG SBH,22 M VAR VART p $ O CRUSHED SURFACING BASE COURSE _ t� illimpt _�RR O S �� C O I n O PLANING BITUMINOUS PAVEMENT EXTRUDED i PROFILE GRADE 4 PIVOT POINT (���)/ CURB TYPE 4 i EXTRUDED \ SELECT BORROW INCL HAUL O.tS 0.50' 3i \ O O CURB TYPE 4 E NOTES: 0 0.35 r i1. ALL DIMENSIONS ARE IN FEET UNLESS NOTED OTHERWISE. I-EXISTING 2. ALL SURFACING AND PAVING DEPTHS SHOWN ARE FINAL COMPACTED GRADE DEPTHS INDINDUAL LAYERS SHALL NOT EXCEED MAXIMUM NOMINAL COMPACTED DEPTHS DEFINED IN THE WSDOT STANDARD _ - SPECIFICATIONS D-LINE 3. NST:NOT STEEPER THAN ROADWAY SECTION M 4. VAR:VARIES g5. MFD:MEDIA FILTER DRAIN.SEE DRAINAGE SHEET DD4 FOR MORE STATION DETAILS. 0 12+17.7 TO 0 15+70 S 6. SEE WSDOT STANDARD PLANS A-50.10 FOR WIDENING AT GUARDRAIL z TRANSITION SECTIONS AND C-22.40 FOR EMBANKMENT WIDENING AT L GUARDRAIL END TREATMENTS. , 7. CONSTRUCT WITH UP TO 0.35 LIFTS OF CSBC AT A TIME. FILE NAME c:1pw•n0054D3B2711IXL6012 Pa R69dan TIME 12:40:00 PM ..r, ^•^ FED.AID PROJ.NO. US 101 MANMU•+ w DATE 5/19rW25 - 2 PLOTTED BY fultwaram_ Lie WASH 0 DUCKABUSH ESTUARY RESTORATION RS9 DESIGNED BY M.TUFF - l2 Washington State REALIGNMENT p ENTERED BY M.FUJIWARA •�, ?� a,,,.,a o CHECKED BY A. LA CRUZ-_- -- - -- - _--- „r.�.., Department of Transportation '°_ I PRO.).ENGR. G.AMUNDSEN BARNKOW XL6092 :* r.e ,. REGIONAL ADM. 5.ROARK REVISION DATE BY Ae...Aw0. .e,..AMP.o. ROADWAY SECTIONS w .. D LINE A S LANE I S 1. I $ 5S EXTRUDED CURB r VAR I TYPE EXTRUDED CURB 050' 3 V. TYPE 4 a CONSTRUCTION NOTES O40 _. S O SEE WALL SHEETS ST1 TO ST13 FOR OMFNO \—EXISTING y 1 WALL LIMITS AND CONSTRUCTION DETAILS i -' GRADE = SEE MINOR STRUCTURES SHEET STI4 AND = 0.35' .a 2O WSDOT STANDARD PUN E,20.IS.W FOR CULVERT DIMENSIONS 50' 1 1 10' MATCH EXISTING i SEE BRIDGE SHEETS BAI-BA117 AND BST-BINA STATION 3 0' STATION D 16+54.7 TO D 16+70 DITCH BOTTOM O FOR STRUCTURE LIMITS AND CONSTRUCTION STATION D 16+00.15 TO D 16+70 DETAILS D 16+25 TO D 16.70 STA O SEEE TPAPAVING SHEETS PVI-PV3 FOR VARIABLE D LNE PRECAST CONCRETE SO SEE SHEET RS14 FOR VARIABLE SLOPES rL BARRIER TYPE F,ANCHORED g LEGEND ['SHOULDER A E B 0 3' VAR 1.5' w 'CI SHOULDER LANE Pj LANE SHOULDER O • t CL • t/I PG SBH-22 FINAL UFT j PROFILE GRADE 3 = HAAA BEAM GUARDRAIL�� 5.5' S.S& PIVOT POINT ��EXISTING O CL Ur PG 38H-22 TYPE 31 $ `—AR VARY ` GRADE F! O7 CRUSHED SURFACING BASE COURSE s .- _s - -- 1 I _ e▪ O PLANING BITUMINOUS PAVEMENT 5 0.15'O j t 4 0./0' CEMENT CONCRETE GUTTER 1 1 •• @ SELECT BORROW INCL HAUL 0.3TO A • NOTES: EXTRUDED CURB 6 1. ALL DIMENSIONS ARE IN FEET UNLESS NOTED OTHERWISE. TYPE 4 = 4 0.75 2. ALL SURFACING AND PAVING DEPTHS SHOWN ARE FINAL COMPACTED E DEPTHS INDIIDUAL LIVERS SHALL NOT EXCEED MAXIMUM NOMINAL E COMPACTED DEPTHS DEFINED IN THE WSOOT STANDARD ROADWAY SECTION N SPECIFICATIONS STATION 3. MST:NOT STEEPER THAN D 15+70 TO D 16.70 4. VAR:VARIES 5. MFD:MEDIA FILTER DRAIN.SEE DRAINAGE SHEET DD4 FOR MORE DETAILS. LINE STATION RANGE A B C D 6. SEE W500T STANDARD PUNS A-50.10 FOR WIDENING AT GUARDRAIL D 16+45 TO 16.70 11'-MATCH EXISTING IT-MATCH EXISTING 3'-S 7-0' 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. FILE NAME 99Na w4A00A0)a27/IISLAOB2_Pa RIIS.49n TIME 12:40:29 PIA a ^•" FEDAID PROJ.NO. _ US 101 wA..a e GATE 5/1912025 § PLonED ev r IA..=m —` tD WASH T, DUCKABUSH ESTUARY RESTORATION RS10 UNSIGNED BY IA TUFF ��s - ZZL.D32 Washington State REALIGNMENT E CHEERED BY DEJA CHECKED A DE LA CRUZ -,¢Aw:43.— Department of Transportation wr.g PROJ.EMIR. G.AMUNDSEN BARNKOW' XL6092 --„ .,,. P... REGIONAL LOU. S.ROARK REVISION DATE BY .......... .� u. .E,. . ROADWAY SECTIONS P... ROADWAY - - ROADWAY ROADWAY ROADWAY SECTION_L C71DN M SECTION M I SECTION N SE t D-UNE CFMTERWNE PROFILE GRADE •1 - l PNOT POINT .�--- -2.0% LT& RT . F LL by Pg j ;. yC o y� _ i '�i w D.J v ^W �y �V ,4g aD ,6W a U to g g t iW.1.9016 a in . _ C LINE . . 9 20 - PROFIL GRADE Yg 20 - _i , : • CENTERLINE : . A 1� - - ,---� - PROFILE GRADk. __- .-0.80% a VERTICAL 1'=5' d 1 EXISTING I - S�-' " EXISTING �+-a F------�T . 1 GROUND - GROUND. 0 95 . 50 3 _-. '� HGRIZONTAL''1'=50 n iCLEARING AND GRUBBING 0.96 ACRE' = - ROADWAY EXCAVATION INCLUDING HAUL 162 C.Y. _ DA UM 10 SE BORROW 0 .Y, 1---- LECT 10 g 10•00 11+00 - 12+00 - 13+00 14+00 15+00 16+00 D-NNE (NA VD,Be FILE NAME c:lpw wadoW1031127171XL6092 PS RP4.dgn TIME 1:22A1 PM ..... "'^ FEDAID PROJ.NO. DATE _sH9170z5 �Alilk US 101 ""' I PLOTTED By tulles+ram- - - - - -- 10 WASH 1I DUCKABUSH ESTUARY RESTORATION RP4 D DESIGNED BY M.TUFF o - — - - - -- --- 22C532 Washington state REALIGNMENT ENTERED BY M.FUJIWARA A CHECKED BY A.DE LA CRUZ .......c axaaaa.s. DOW/Tento nns0ortat on OF j PROJ.ENGR. O.AMUNDSEN BARNNOW XL6092 ATE— ATE- ROADWAY PROFILES r... REGIONAL ADM.S.ROARK REVISION DATE BY .....w o .....m.a 74e`` SECT. 16 VNE t,S.o° K.PjC0 0N IA CONCRETE GUTTER T.25N. R.2W. W.M. FROM STA D 13+86.4 TO STA D 15+70 p O N ...Ak 0",tipPF \''' lir" 1: ♦ C ♦\'f O ED BIORETENTION \vVve // FACILITY 2 /s. 4' 11 Z. b. O� `1:IV MF' Oa um 0,.. EA \\ END PROJECT s Syillaj �: / \ US 101 MP 309.83 \ C-LINE STA 540+15.52 = Ei p IIIIIIMENII. _ © �0 \\\ STA US 1 B 301 R30+14.22 (0.83'RT.) T7,'•�F, FILL-NU-�LF s..4- DITCH FROM STA C e _ /� 4` .1 ' , . UNF I/ W 535+49.8 TO STA C 539+13 , BIOR ETEN710N r J'iP FACILITY 1 ' /jg \ r41; r ` \ ft ok i▪ NOTES o _14 \\ ```\� D L` \ `\ 1. SEE D01 -DOS FOR DETAILS ON THE \ E COMPOST AMENDED BIOFILTRATION SWALE ���` AND THE BIORENTENTION FACILITIES. \ 2. SEE SHEET DR1 FOR LEGEND. ""--� 0 3. SEE SHEET BA102-BA106 FOR BRIDGE DECK ��� DRAINS. a--�/—, 4. SEE SHEET DD6 FOR DETAILS ON ENERGY 0 50 100 DISSIPATER AND DITCHES. SCALE IN FEET S.SEE SHEET RS9-RS10 FOR CONCRETE GUTTER. 1 FILE NAME eV*N.Eoa0018271NXL609 PS DR1.Egn _ I TINE 2 07 12 PM "e" ^•^ FEDAID PROJ.NO. US 101 PI.110 MO e_DATE SI19I202s $PLOTTED IY r 19..nm �� DUCKABUSH ESTUARY RESTORATION DR3 DESIGNED MY A DE LA DRUZ — eonrn w Washington State REALIGNMENT w• o s ox CHECKED BY M.FUAWAM s CHECKED 8Y M,7UFF Deportment of Transportation _ _ _ y 5 PROJ.ENEMY. O.AMJNDSEN BARNKOW XL6092 DUN da DRAINAGE PLAN .+.•. REGIONAL ADM I.ROARK REVISION DATE IY .an.r v iy A Ny/r1143N44001•o o0.wstloLvn.pov:WSDOT1DocumenN1OlrmPlel_Projeca\1pt\109.�Ducke EusttEsluary Restol Deslpnl_CA01 Sl1eea1180-DralnapeProRles0(L6092_PS_DPe.Epn 1en pg>i ,e 1 «P61611ta,j:n To :» erwq O mo p 1:1 s13"ii s 03 o n x x $ $ s ' S ■ i z x M orrcx z ;° a Fl 37.51' CIJNE 576.69.00(28.07 LT) p m �1 _ _ \-T\y .1/ ELEV 37 51 s a. r aDITCH_ i ; F.L.7&30' C-LIVE .30* 00(27.63'LT) � o • a' ELEV 38.7Y 's1 4a Ico:z f ximo 41 >m 00 V x $ x $ $ $ DITCH FL+ C-1JNE 537.56.50(26.19'LT) ELEV 42.01' InPa I{ zI 1I s F.L.46.26' - - -- - - - - --.-- -- --.- - ----DITCH_ � C-UNE 5)19.28.15-(26.17 LT) ELEV 4.26' $ 1 e 61 E N 0 N $ N E 1 9E 6 a s 0 r. m, o N o N e m a e€ o N 1. - _ CATCH BASIN TYPE 1 p FL.11.46' y - DUNE 10.95.14(18.5Y L1) F RIM 28.02' w412 cI zam kCjs. O oRc I i= ;9m Op 1 F.L 1097 m CATCH BASIN TYPE I 1 s F.L 1097 ;Il 1=0 RIME iN51.1)112 05 LT) RIM 26.85' a Fys F.L 10.57' FM CATCH BASIN TYPE 1 F.L.10.57' - - - - - - - - - - - - IIIMINNIMMII -- - - - -D.LINE 11H267111.9T'LT) iii,r.' RIM 25.07 om 1 -1 a l m I 0 'zofc o I .I 3pm u1 > I of BO F. 1 1 I m F.L.9.59'_ _ _ _ _ _ _ _ _ -t� CATCH BASIN TYPE 1 F.L.9.5Y r R-LINE 12487.07 111.77 CT) m a 4'Fe � RIM 21.50' o o . ►7• BIORETENTION m - - - 1. DUNE 12.80.20(28.1f LTI ` ' t ELEV 9.50 u' 1 � N a glg p 0 N 0 s m N 0 N x 017.0 c ;s C C7 > CO O C A N >• X I > y> C) r --Iy m 5 c O Z IT1 T .x F m m N z > O Z 9 - p 5 fprAproJeebtonpp.wmfolwa.fm xm:WSOOT\DuenbWhrmpkl 000131101\909.66 w w n\_BuckabbEsIryResto\O.5If CA0 w 1_Shb1160-Dnp�InaProII1n0IL6092 PII OPSAIgn I a,,> 2OOIDIZP S >A 1 m,p mi s <I i a els�>e,,n s c;`'m1 1 si 6o no lAam ig, 1 a ,5D Z� .VI2 1A m 0� C« mSi m F.L.93f t�� O CATCH BASIN TYPE 1 i .1 _ fl f.f! _ D-LINE 12+67.07(11.77 LT) RIM 21.57' I C 1e F.L 9.70' CATCH BASIN TYPE 1 v F.L 9.7N--~ t. D-LINE 12+12.91(1F37R7)' N 1ur 0 1\No RIM 21.an>1,7.: 8T 1 F II ' A I s7A> Y II 00 Ml .. 3 S B x o SO g' I 1 � p 1 _Fl_9.97_ _ _ _ _ CATCH BASIN TYPE 1 IIIIMMaarA _ -. _ I FLl.97 p __ D4IE 12.29.91(17.67'RT) O m i RNA 21.11' w Cjh n7 mm Xi 1 " _ 1 Ll Z 5 1 1 y ! F.L9.70' 7m 1 CATCH BASIN TYPE_I 1 - RI f.L 9.70' __.. - t)-LINE13+1291(1 T.67 Rn e 0� 0 r RIM 21.17' I sraZ m= m 4 NIa ..= p 0 m SIB 1.. i K sa^' r a � T+> 1 9 m I'll) 1 " z C F.L.10.09' Sr CATCH TYPE 1 F110.09' - _ _ — __Atilt_1]t1S{11.f�'R7) - \1 :RB! 17AY • 0 p 1 a'� 'wi zwm $107, - CZ,. 9 m i I i 9 F.1=10_76 _ _ _ _ = CATCH BASIN TYPE 1 f170.76' DUNE 15 36.19(11.66'RTI g RIM 15.91' 1: 3 y i p S y) a; 941 i Y (A -o 6 111 11 O C_H 3 w 3 N °0 3 N 8DITCHSF.L.21.75 RI Ml11E SSt60(5.51'RTl� RM 27.)iE��+ ' F,1_71_57'. CATCH BASIN TYPE 1 pF.L 11.ST _. _ _— _._ _._ _._ _D1JNE 16+66.17(8.70'RT)_ N m m RY 14.7r _ e .■1 73 Z m F.L.11_66_._ _._. _._ _._CATCH BASIN TYPE 1_._ F.L 17.0!' _._ _ - _ DITCH DUNE 16+66A1(9.711R) GIr 1 C _ _____.t.._.____RCA111E ISH0(8.61'Rl) N3 RIB 17.24N o N V rA 11.5a m Z > to la N 3 N 3 A m < is g3 s g1 m F m = 'm to OA - 1 O z i S{ • u1 6 BIORETENTION FACILITY 2 DR3-11 INLET PIPE 15' --- COARSE COMPOST QUARRY DEPTH 3" SPALLS y. 44 .1: • fi, i *-H- '�\ram ��f1f1 .�•/** **** ,*** **********-if************ BIORETENTION SOIL • ******************** - MIX DEPTH 18" S UNDERDRAIN PIPE AI MINERAL AGGREGATE DIAMETER 6" 8 1 BIORETENTION FACILITY 2 -CROSS SECTION I a NOT TO SCALE s el I. I I s' I I I , 1 1 1 e , a 1 1 t I / I 9/ iii4 I ©i SEE OVERFLOW 3 STRUCTURE I I¢ i DETAIL,DD5 I I , I I ' I I I f� I PONT STATION/OFFSET ELEVATKIN I _4� P1 .TA DaJI, 7:•00.75(67.34'LT.) 9.317 I I Q P2 STA DUN 12.73.75(43.39'LT.) 9.50' P3 STA D-UN 12.00.70(20.14 LT.) 9.512 61 I : IPA P4 STA D-UN 12.73.70 pew LT.) 9.50' " v I PS STA D-LN 12.94.47(M.59'LT.) 1L0` _ E L.I J PS STA D-LIN 12.09.76(49.17 LT.) 1L00' I I P7 STA 0.LIN 12.72.50(49.11'LT.) 1L00' I I O I ,� PS STA D-UN 12.67.96(MAY LT.) 12.00' 1 E I I I P9 STA DUN 12.94.54(27.36'LT.) 1L0` o ; I 1 �� MO STA DUIN 1N09.76(2257'LT.) 1L07 p I I 0 S 10 P11 STA D-UN 12.67.71(70.WLT.) 1L0C g I j SCALE IN FEET P12 STA D-UN 12.72.25(20A1'LT.) 10.00' I P13 STA D-UN 12+77.07(24f0'LT.) 10.00' PLAN -BIORETENTION GRADING POINTS i Ti FILE NAME cSpw w.0o660626975IXL6092.PS 007.dgn TIME 1:65:0f PM �" FED.AID PROJ.NO. US 101 WO DATE 5119/Tns � .u. PLottED NV INY = 10 WASH I/ DUCKABUSH ESTUARY RESTORATION DD3 DESIGNED B. A DE LA CRUZ ENTERED SY M.FUJNVARA _ - - ------ -- - - J 2 Washington State REALIGNMENT '•"+ -_-- -- -_--- _- --- .0.,,..,.. ,...."m b_ Department of Transportation CHECKED BV M.TUFF p - ., L PROJ.ENGR. G.AMUNDSEN BARNKOW XL6092 ,. ,,—- - •-,,,c REGIONAL AOY. S.ROARK REVISION DATE BY I •..0,...K. Ps Bus„, DRAINAGE DETAILS UNDER . • "It / liTir • • A • I 11 A I 11 15ro'0" f... F___ (TYP) f ; © --I.I. l k E-'- --1 h--- 1'1�1` 3 N .,TH 1 / 1 rEli DEBRIS CAGE 1` / 1• / UNDER DRAIN ; '\ - 5 • ' ` 4 4..K 1. ` EVENLY PUCED _ \ SEE DETAIL BELOW Sf '—®g,1\ ACCESS BY•WELDING 1 CROSSBARS TO 4 VERTICAL nI BARS AS SHOWN-HINGE w `� UPPER ENDS MATH KING MECHANISM (PADLOCK) S AND • <L///lllllll\\\\\•� PROVIDE LOCKING DEBRIS CAGE �// DEBRIS CAGE ����///� LAOWERNIEND(FA LOCATE ON M (SEE S CA y/11111111`� ` ' STEPS DIRECTLY BELOW. (SEE DETAIL) / �� S ',AMMEI�IB11S 11111k,..`/`I.tosio� BARS EQUALLY•SPACED(4"O.C. �\ �. 1 -\r MAX.)BARS SHALL BE WELDED U U U U TO UPPER AND LOWER BANDS, 1 UPPER METAL i • r UNDER DRAIN BAND 3/4"v 4' u (7..INLET a WIDE ` S 111FACILITY ELATION FACILfTY 1 DEBRIS CAGE IE 16.00 .'.i / CONCENTRIC HORIZONTAL 1 N ED TEPS OR STEPS OR LADDER LADDER \ ia'�H �— 46• i \\ LI WE 3 - • U \LOWER BAND '.I VARIES DIAM.SIZED TO FIT GROOVE IN $I • TYPE 2 CATCH BASIN • r(I • 1 UNDER DRAIN 8 MORTARMORTAR l l— INLET /{ FIAOCRUTTEN�ION e \(TYP) . ITYP) \ . v IE 6.50 DEBRIS CAGE 6 DR 3-4 f F OUTLET DR 3-IS n F OUTLET • I IE 12.27 • IE 6.43 , Y E 72"DM.INN 72"DIA.MIN t• ( - GENERAL NOTES: 1.WHERE THE MAXIMUM OPENING BETWEEN VERTICAL BARS E _- ___ _ - EXCEED 4",ADD CONCENTRIC HORIZONTAL RINGS AS NEEDED SO T OPENINGS DO NOT EXCEED 4'IN ONE DIRECTION. SECTION A-A SECTION A-A 2.METAL PARTS MUST BE CORROSION RESISTANT:GALVANIZING NOT ALLOWED.USE ALUMINUM OR STAINLESS STEEL. g 3.PROVIDE MAINTENANCE ACCESS BY WELDING 4 CROSS BARS CB TYPE 2 -72" DIAM. CB TYPE 2 -72" DIAM. TO 4 VERTICAL BARS AS SHOWN HINGE UPPER ENDS OATH OVERFLOW STRUCTURE -DR 3-4 OVERFLOW STRUCTURE -DR 3-15 FLANGES BOLTS AND PROVIDE LOCKING MECHANISM (PADLOCK) u __ ON LOWER END.LOCATE STEPS DIRECTLY BELOW. NOT TO SCALE NOT TO SCALE FILE NAME c:IPw w.Go6G04269753XL6092.PS ODS.09n TIME 2:40:30 PM "7p10j -- FED.AID PROJ.NO. US 101 'N,w,a.. i DATE 5119/2025 --- - ID WASH • DUCKABUSH ESTUARY RESTORATION DD5 _ _ L OESIONED B PLOTTED BY Y A f Ilr4nm DE LA CRUZ •i Washington State REALIGNMENT .„«, eENTERED BY M.FU-0WAM ---— ,«---w. o.9 CHECKED BY M.TUFF ...•.•_• Department of Transportation I; PROJ.ENOR. G.AMUNDSEN SARNKOIY XL6092 - ,. -- ..,. DRAINAGE DETAILS .-•,. REGIONAL ADM. S.ROARK REVISION DATE BY ...,...c. .an.••w. W1 I T-ra-A I 1 w L • T T PR•TEL;r' MATERIAL ____ _____._ 1 PRO Air ROADWAY 1 1 \EXISTING GROUND D NDO ��•�+`' •/�il (TYP) DEPTH GRADE(TYE) •+�'40 al BOTTOM WIDTH 1::�:111'1 FORE SLOPE hI c (TYP) I I (�'�SLOPE W3 ► . • /11�,411..0. BREAK LINE I E. NOTES: �*�.�•=+ 111:11�: /BO FLOW LINE i1. DITCH EXCAVATION IS INCLUDED IN ROADWAY EXCAVATION INCLUDING HAUL. BOTTOM OF I�f6..:1t�' TTOM OF 2. FOR DITCH GRADING DETAILS,SEE RAODWAY TYPICAL SECTIONS(RS)SHEETS. dTCN L DITCH a 3. SEE DITCH TABLE,THIS SHEET,FOR DITCH LOCATIONS. -C 4. MAXIMUM DITCH SIOE SLOPE IS 2H:1V.DITCH SIDE SLOPES MAY VARY FROM TYPICAL 3H:1V A 0 TO MATCH INTO EXISTING SIDE SLOPES AND ROADWAY EMBANKMENT SLOPES. l I QUARRY SPALL ENERGY DISSIPATER DETAIL ` _ DITCH TABLE NOT TO SCALE FORE BACKa• DRAINAGE DITCH LOCATION DEPTH WIDTHM SLOPE SLOPE (Z1) (z2) DRI-1 C-LINE 503+67.00 TO CLINE 504+48.35 0.63 IF 0.50 LF 3:1 3:1 ce Z• DR1.1 C-UNE 504+70.50 TO CLINE 506+90.00 1.3 LF 0.00 LF 3:1 3:1 SI SR1-9 CLINE 510+40.00 TO CLINE 510+56.38 0.65 LF 0.00 LF 21 2:1 DRIB CLINE 510+76.50 TO C-UNE 510440.15 0.74 LF 0.00 LF 4.67:1 21' OUTFACE P DRAINAGE PROFILE OR3-16 PCA-INE 34+00.01:1 TO PCA-INE 35+60.00 1.24 LF 0.00 LF 3:1 4:1 A, OR347 CLINE 53547327 TO CLINE 53649.92 0.83 LF 0.00 LF 21 3:1 • ORS-IR C-UNE 536+67.00 TO CLINE 537+57.50 1.84 LF 1.50 IF 4:1 3:1 -) P F o OR3-19 C-UNE 538+28.15 TO CAINE 538+34.00 250 LF 1.50 LF 3:1 3:1 OUTLET 'p PROTECTION MATERIAL a` ENERGY 0118S1PATOR 0 : STRUCTURE DEOTEXTILE WI W2 W3 D OUTLET PROTECTION MATERIAL P ID S.Y. FEET FEET FEET FEET L DRIB 30 3.0 5.7 3.0 1.2 ROCK FOR EROSION L SCOUR PROTECTION CLASS A GABRECXTIEE Ei OR}I 24 3.0 6.3 4.D 2.0 ROCK FOR EROSION L SCOUR PROTECTION CLASS B SECTION A-A DR34 18 3.0 5.7 3.0 1,4 ROCK FOR EROSION&SCOUR PROTECTION CLASS A g DR112 18 3.0 6.3 3.0 0b QUARRY SPALLS 3 b i e FILE NAME cdpw wM0800420751XLL057..P8 0064100 ; TIME 1:44:30 PM r ^•^ FEDAIO PROJ.NO. US 101 DATE 5119V2025 � M••L' 10 MMBM -,/ DUCKABUSH ESTUARY RESTORATION DD6 PLOTTED BY 1ufNnrcm -DESIGNED BY A.DE LA sic CRuz _ Washington State REALIGNMENT •.f" ESTER e CHECKED BY M.TUF M.TUFF 9 CHECKEDCPW10.1DM urAnpo . Department of Transportation , _ _ __ ., t PROJ.ENDR. G.AMUNDSEN BARNKOW XL6092 ,< .... DRAINAGE DETAILS •...,. REGIONAL AOM. S.ROARK REVMKIN DATE BY .a VAMP a .a.uN/e QUANTITY TABULATION - PAVEMENT z z GENERAL NOTES: NOTE: w C O O THE FIRST NUMBER OF THE"CODE"BELOW < ' n 0 05 n REFERS TO THE SHEET NO.OR THE SHEET w ¢ 1n S] 1 u w w ^ z z w J REFERENCE NO.SHOWING THE k K 0 Z O a a w qa aq a z N CONSTRUCTION FEATURE. a 0 ct. m a.a Q�Q =.Q_ �QQ¢ 0 b K Z r2 gy Ky Kw a'w K� THE SECOND NUMBER REFERS TO THE z m p O O O o a z a p CONSTRUCTION FEATURE FOUND ON THAT 00 Li- w O p C 0 j j z Z SHEET. z w w O E O z O z O O z0 0 O O g w I zZZ y¢ O L. O Q OO 2Q OO 2Q Q P 2P faa LL O W -] 0 O I W F W F UI W al W W W w 0 E a UU I 7:= 111111111 SILL mu. O7 co an 07N mZZZZZZ to CODE LOCATION v 1 UNIT OF MEASURE Y 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 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 . . PV14 C 503+87 TO 505+00 326 18 2.SEE STANDARD PLAN C-24.10,GUARDRAIL PVI-3 C 503M7 TO 540+15.52 CONNECTION TO BRIDGE RAIL OR CONCRETE • PV1-4 C 505+00 TO 507+60(RT) 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 • PV1-8 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+78.88 TO F 1+94.32(LT) 225 _ 2 _ 3.4 5.SEE STANDARD PLAN C-23.70,BEAM GUARDRAIL PV7-9 C 512+58.34 TO F 2+04.56(RT) 100 1 1 _ 1,2.3 -_. -__ (TYPE 33)ANCHOR TYPE II 6.SEE STANDARD PLAN C-20.4 ,GUARDRAIL • PVI.10 C 512+32 TO 513+32(RI) 1 1 1,2,3,4 PLACEMENT STRONG POST TYPE INTERSECTION • PV1-11 C512+70 T0513+32(RI) 61.5 7,6 DESIGN,SEE SHEETPD1 PV1•12 C 513+00 TO 514+05.1(LT) 108 7.SEE STANDARD PLAN F-10.40-04,EXTRUDED CURB PV1-13 C 513+32 TO 514+05.1(RT) 72 __._ _ PLACEMENT PVI-14 C 503+87 TO 540+15.52 3002 3686 BB PV1-15 OW S20 2+04 8.SEE STANDARD PUN F-10.42,EXTRUDED CURB, - _ _ - TYPE 4 PV3-1 C 530+42.92 TO 531+17.58 1 1,2 9.SEE STANDARD PLAN C-25.30,BEAM GUARDRAIL PVS-2 0 10+25 TO 17+50 TYPE PV3-3 C531+19.96 TO 533+32.48(RT) 150 1 1 2 3 MPH A I NON-FLARED TERMINAL(POSTED SPEEDS MPH AND BELOW) PV3-4 D 10+25 TO 16+70 4491 1026 10.SEE STANDARD PLAN C-60.10,CONCRETE • PViS C 530+42 9 TO 532+15.6(RT) • BARRIER TYPE F(PRECAST) PV3-8 C 534+74.8 TO 535+23.9(LT) 73 11.SEE STANDARD PLAN M-20.10,LONGITUDINAL • PV3-7 C 534+69.78 TO 536+12.49(RT) _ 37.5 1 1 1,2,3,4 MARKING PATTERNS PVD-5 C 535+23.85 TO 536+48.85 (LT) 25 1 1 1 2 3 4 12.SEE STANDARD PLAN F-10.12-M,MOUNTABLE • PV3-9 C 538+50 TO 540+15.52 763 - 1 CEMENT CONCRETE TRAFFIC CURB 8 - PV3-10 C 538+15.5 TO 540+15.5(RT) 75 50 1 1 3 4 18 13.SEE STANDARD PLAN M-24.20,TRAFFIC ARROWS PV3-11 C 538+78 TO 540+15.5(LT) 87.5 12.5 1 3 16 FOR HIGH-SPEED ROADWAYS TYPE 21 - - - 14.SEE STANDARD PLAN M-65.10-03,CENTERLINE PV3-12 D 10+43.1 --- RUMBLE STRIP PV113 C 529+88.5 15.ALL PLASTIC PAVEMENT MARKINGS SHALL BE PV314 C 530*25.4 _.. TYPE D -PV315 D10+28.2(R1)TO C 533+32.5(LT) 258 - - - 16.SEE STANDARD PLAN C-25.80-05,BEAM PV3-19 D 10*57.1 TO 10+92.6(LT) 79 - -- GUARDRAIL TYPE 31 TO BEAM GUARDRAIL TYPE 1 _ ___. ADAPTOR - -- - - -- - - - - - - - - - -- 17.SEE STANDARD PLAN H-70.10-02,MAILBOX SUPPORT TYPE 1 Y- 111.SEE"BUTT JOINT PLANING DETAIL",SHEET P01 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 OTPV 1 DESIGNED BY _ 10 WASH ENTERED BY B.ABDUSHEKUR T� Washington State DUCKABUSH ESTUARY RESTORATION SHEET CHECKED BY A.DE LA CRUZ JOB NUMBER •"Ti Department of Transportation PROJ.ENOR. G.•1.041swu mw _ 22C532 OF REGION ADM. S.ROARK CONTRACT NO. QUANTITY TABULATION-PAVEMENT DATE DATE REVISION sr SHEETS QUANTITY TABULATION - PAVEMENT GENERAL NOTES: NOTE: Ix w THE FIRST NUMBER OF THE"CODE"BELOW 2 m 3 a REFERS TO THE SHEET NO.OR THE SHEET O K O REFERENCE NO.SHOWING THE a w CONSTRUCTION FEATURE. a pw 2 z o 0 z THE SECOND NUMBER REFERS TO THE tt ZO v LL p 0. a m CONSTRUCTION FEATURE FOUND ON THAT •z m H y w SHEET. O <a u O u o ¢ f z m F F F m O > 4 S 5cc m 1- F 2 a a 3 m 1* CODE LOCATION v 1 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+87 TO 540+15.52 12764 __ CONNECTION TO BRIDGE RAIL OR CONCRETE PV1-4 C 505+00 TO 507+60(RT) BARRIER,B CONNECTION PV1-5 C 508+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 506+50.4(RT) GUARDRAIL TYPE 31 NON-FLARED TERMINAL(ALL PV1-7 C 507+38.38 TO 510+36.12(LT) POSTED SPEEDS) PV1-6 C 510+7696 TO F 1+94.32(LT) S.SEE STANDARD PLAN C-23.70,BEAM GUARDRAIL PV1-B C 512+56.34 TO F 2+04.58(RT) - (TYPE 31)ANCHOR TYPE 11 _ .. 6.SEE STANDARD PLAN C-20.42-05,GUARDRAIL PV1-10 C 512+32 TO513+32(RT) PLACEMENT STRONG POSIT/PE 31 INTERSECTION PV1-11 C512+70 TO513+32(RT) - DESIGN,SEE SHEETPD1 PV1-12 C 513+00 TO 514+05.1(LT) _ 7.SEE STANDARD PLAN F-10.40-04,EXTRUDED CURB PV7-13 C 513+32 TO 514+05.1(RT) - _._... _.._.. PLACEMENT PV1-14 C 503+67 TO 540+15.52 B.SEE STANDARD PLAN F-10.42,EXTRUDED CURB, PV1-15 DW-520 2+04 _ _-- - 2 19 TYPE 4 PV3-1 C 530+42.92 TO 531+17.56 1 _ 5 9.SEE STANDARD PLAN C-25.30,BEAM GUARDRAIL PV3-2 D 10+25 TO 17+50 2240 11,14,15 TYPE 31 NON-FLARED TERMINAL(POSTED SPEEDS 45 PV3-3 C 531+19.98 TO 533+32.46(RT) 1 -_.. _.- 5 MPH AND BELOW) PV3-4 D 10*25 TO 16+70 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) PV3-0 C 534*74.8 TO 535+23.9(LT) _ - - -- - - 11.SEE STANDARD PLAN M-20.10,LONGITUDINAL ---- -- - - MARKING PATTERNS PV3-7 C 534+69.78 TO 536*12.49(RT) PV3-6 C 535+23.85 TO 536+48.85(LT) - - ---- - -- - -- 12.SEE STANDARD PLAN F-10.12-04,MOUNTABLE PV3A C 536+50 TO 540*15.52 -` -- - - - CEMENT CONCRETE TRAFFIC CURB PV3-10 C 536*15.5 TO 540*15.5(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 ROADWAYS TYPE 21 14.SEE STANDARD PLAN M-65.10-03,CENTERLINE PV3-12 D 10+43.1 39 _--- 11,15 RUMBLE STRIP PV3-13 C 0*43.s 1 __ _ 13 15.ALL PLASTIC PAVEMENT MARKINGS SHALL BE TYPE D PV3-14 C 530+25.4 1 _. 13 16.SEE STANDARD PLAN C-25.80-05,BEAM PV3-15 D10*262(RT)TO C 533+32.5(LT) GUARDRAIL TYPE 31 TO BEAM GUARDRAIL TYPE 1 PV3-16 D 10+57.1 TO 10+92.6(LT) -_ ---- ADAPTOR - -" - -- - 17.SEE STANDARD PLAN H-70.10-02,MAILBOX ' - _. - - - SUPPORT TYPES 18.SEE"BUTT JOINT PLANING DETAIL",SHEET PD1 SHEET TOTAL 3 173 15004 2 39 2 - 19.SEE STANDARD PLAN H-60.70-01,BOI LARD TYPE 2 PROJECT TOTAL 8 212.5 173 15004 2 65 4 2 8 REGION NO. STATE FED.MD,ROJ.NO._ DESIGNED BY 10 WASH US 101 crav 2 ENTERED BY B.ABDUSHEKUR Allis DUCKABUSH ESTUARY RESTORATION SHEET CHECKED BY A.DE LA CRUZ JOB NUMBER - DepaLt9e n State Department of Transportation PROD.ENGR. No.muoeerva.wcw _ 22C532 or REGION ADM. S.ROARK - CONTRACT NO. QUANTITY TABULATION-PAVEMENT DATE DATE REVISION BY 4 SHEETS QUANTITY TABULATION - PAVEMENT z z GENERAL NOTES: NOTE: w O O THE FIRST NUMBER OF THE"CODE"BELOW ri �„ ,o n y h n REFERS TO THE SHEET NO.OR THE SHEET w ¢ CO m '8 u CO COa. z CO REFERENCE NO.SHOWING THE r Li., z z a CONSTRUCTION FEATURE. COO < c7 a CO . rc 0 i U r a 0 ON oN 05. oa 00 cq THE SECOND NUMBER REFERS TO THE pp LL o Q N o Q a Q a a %>- <r ate w CONSTRUCTION FEATURE FOUND ON THAT O mix N CO 0 0 > 7 z 3 z 7 z SHEET. z z 2m O r Oz 02 t7 OO O OS CO z 0tf O ¢ 22 m2 2 2F f F Lw7 w g rcO 2 �a ~ �1 '� 6 mai 68 mZ ai O N a- U U T z CO w CO riCO 0 00DE LOCATION r I UNIT OF MEASURED L.F. L.F. S.Y. 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 10.92.152 TO 12+06.35(LT) 37.5 1 1,2,3,6 (TYPE 31)TRANSITION SECTION TYPE 21 PV3-18 D 12+41.12 TO 12+90.66(LT) 49.5 7,8 2.SEE STANDARD PLAN C-24.10,GUARDRAIL PV3-113 D 12*31.37 TO 16*54.85(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-20.10, PV3-21 D 14+90 TO 16*70 176 _ 16 4.SEE STANDARD PLAN C-22.40-09,BEAM GUARDRAIL PV3-22 D 13+88.4 TO 16+00.15(RT) 212.5 - TYPE 31 NON-FLARED TERMINAL(ALL POSTED SPEEDS) PV3-23 0 12+88.4 TO 13+86.4(RT) 1 1 1,2,4 5.SEE STANDARD PLAN C-23.70,BEAM GUARDRAIL PV3-24 E 30+2132 _ (TYPE 31)ANCHOR TYPE 11 PV3-25 D 12+86.4 TO 13+86 4(RT) - . 37.5 1 3,4,6 6.SEE STANDARD PLAN C-20.42-05,GUARDRAIL PLACEMENT STRONG POST TYPE 31 INTERSECTION PV3-26 D 12+58 DESIGN,SEE SHEET PD1 PV3-27 D 10+92 6 TO 11+94.2(LT) _ 99 7,6 7.SEE STANDARD PLAN F-10.40-04,EXTRUDED CURB PV3-26 0 12+17.7 TO 16+52.7(RT) 167.5 7,6 PLACEMENT PV3-20 0 12+05A 1 8.TYPES STANDARD PLAN F-30.42,EXTRUDED CURB, PV3-30 D 14+90 TO 16+70(LT) 160.7 7 6 PV3-31 D 16+00 TO 16+70(RT) 70.3 7,8 9.SEE STANDARD PLAN C-25.30,BEAM GUARDRAIL PV3.32 G60+66.55 TO 61+60.B8(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 -. _---__ r 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 2L ------ 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 PD1 19.SEE STANDARD PLAN H-60.20-01,BOLLARD TYPE 2 SHEET TOTAL 212.5 176 568 437.5 3 2 PROJECT TOTAL 212.5 586 1265 7493 4712 BB 1109 162.5 87.5 1362.5 13 2 13 REGION NO. STATE _FED.AID ROJ.NO. US 101 OTPV3 DESIGNED BY 10 WASH Al 116 DUCKABUSH ESTUARY RESTORATION SHEET ENTERED BY B.ABDUSHEKUR Washington State CHECKED BY A.DE LA CRUZ JOB NUMBER VW/ Department of 7ransPortatwn PROJ.ENOR. o.,u as 99susacw 22C532 of REGION ADM. S.ROARK CONTRACT NO. QUANTITY TABULATION-PAVEMENT DATE DATE REVISION BY SHEET! QUANTITY TABULATION - PAVEMENT GENERAL NOTES: NOTE: Tr `" THE FIRST NUMBER OF THE"CODE'BELOW Oz re w w 3 a REFERS TO THE SHEET NO.OR THE SHEET i re REFERENCE NO.SHOWING THE < iT O' w < Law CONSTRUCTION FEATURE. w u z _. o ti LL w w D z THE SECOND NUMBER REFERS TO THE < u w O > A CONSTRUCTION FEATURE FOUND ON THAT > H;1 m 7 - m o w w SHEET. (S� N LL t2 O p w iw 6"-IL' IS 1-2. in m g w m I- 0.1 8 0. 0. a 2 A re cwn CODE LOCATION., I UNIT OF MEJASURE: 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+92.82 TO 12*06.35(LT) 1 _ _ _ 5 (TYPE 31)TRANSITION SECTION TYPE 21 PVS-16 D 12+41.12 TO 12+90.66(LT) 2.SEE STANDARD PLAN C-24.10,GUARDRAIL PV3-19 D 12*31.37 TO 18+54.55(LT) 1 _ S CONNECTION TO BRIDGE RAIL OR CONCRETE BARRIER, PV3-20 D 13+68.4 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 18+00.15(RT) - TYPE 31 NON-FLARED TERMINAL(ALL POSTED SPEEDS) PV3-23 D 12+86.4 TO 13+86.4(RT) 5.SEE STANDARD PLAN C-23.70,BEAM GUARDRAIL PV3-24 E 30+292 13 11,15 (TYPE 31)ANCHOR TYPE 11 PV3-25 0 12+86.4 TO 13+86.4(R7) 1 5 6.SEE STANDARD PLAN C-20.42-05,GUARDRAIL PLACEMENT STRONG POSTTYPE 31 INTERSECTION PV3-26 D 12+58 4 17 DESIGN,SEE SHEET PD1 PV3-27 D 10+92.6 TO 11+942(LT) __. 7.SEE STANDARD PLAN F-10.40-04,EXTRUDED CURB PV3-28 D 12+17.7 TO 16+52.7(RT) _ _ PLACEMENT PV3-29 D 12+05.6 13 11,15 8.SEE STANDARD PLAN F-10.42,EXTRUDED CURB, PV3-30 D 14+90 TO 18+70(LT) _ _ - ----- TYPE 4 PVS-31 D 18+00 TO 16+70(RT) - 9.SEE STANDARD PLAN C-25.30,BEAM GUARDRAIL PV3-32000+88.55 TO 81+60.68(RT) a 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 PD1 19.SEE STANDARD PLAN H-60.20-01,BOLLARD TYPE 2 SKEET TOTAL 3 212.5 20 4 8 PROJECT TOTAL 6 212.5 173 15004 2 65 4 a REGION NO. BTATE FED.AID 6ROJ.NO. US 101 QTPV 4 DESIGNED BY 10 WASH _ �Washington State DUCKABUSH ESTUARY RESTORATION ENTERED BY A.AHD'.)'.A CRLJL VI Department of Transportation SHEET CHECKED BY A.OE�A CRUL JOB NUMBER -PROJ.ENGR. iv.. . -...,.... 22C532 OF REGION ADM. 5.ROARK CONTRACT NO. QUANTITY TABULATION-PAVEMENT DATE DATE REVISION BY SHEETS �50 SECT. 16 GH`3;N�1S ® PLINE 16. 86A TO „PI CO' PLINE 76+00.15 0 T.25N. R.2W. W.M. m� CONCRETE BARRIER ts, !'• \ \ D-LINE 13.86.4 TO 22 �Q D-LINE 16.00.15 CEMENT CONCRETE GUTTER D-LINE 17+50 Q WALL 6 \ e MATCH EXISTING DUNE 1 +71.7]TO PLINE 72+86A0 TO 27 * WIDE DOUBLE YELLOW LINE(0.0') Q1'R1 l��PLINE 1 +54.65 PUNE 13+56.40 GUARDRALL �'` WHITE EDGE LINE GUARDRAIL �(� \ \ .�.Q' MATCH EXISTING LT. (1 MATCH EXISTING RT ' \ D{INE 12+17.7 TO O 9;\, \ D-LINE 16+52.72 ._ SEE PI08 t � EXTRUDED CURB '. DAINE 16+70 TO i\ PLINE 16+70 , •'1.\ EXTRUDED CURB a d\�\ 0 �1 7- 1% DINE 12+41.12 TO .+ to N, F.1'1 $ PUNE 76+5).26 \'i]♦ © �♦ n EXTRUDED CURB ` ‘• .'? 17 PUNE 12.92.62 GU ..� PUNE 77+05 TO 25 \\ f PUNE 12+06.35 GUARDRAI !•� E{IINE TOMS OUARDRAK Q D-UNE 14.90 TO / PUNE ED C 9 EES O PLINE 10+93.6 TO t\.... O \ E j Lti PUNE 11+94.2 EXTRUDED CURB 1N1g.CA EXTRUDED CURB WALL S 6 1S _ • D-LINE 10+28.2 TO C-LINE IS MPjCNo3N1NE OC: 55.. • E33+325 STRUCTURAL rm EARTH WALL BARKER c +I 16 PLINE 10+57.1 TO 0. 55'RADII. PLINE 10+926 C-UNE 571+57.5m STRUCTURAL EARTH .III\ *�, END PROJECT 1A WALL BARRIER BEGIN 50:1 TAPER(17LT) C-LINE 534+74.5 TO 535+23.9 m +`�� ` STRUCTURAL EARTH WALL BARRIER O US 101 MP 309.83 t C-LINE STA 540+15.52 = '9 9 12' 5' C-LINE 539+13.00 u N 72' �.-� - - ` WALL 7 __1` BEGIN 50:1 EDGE LINE TAPER(12.00'LT.) END 50:1 EDGE LINE TAPER(maxi r4 US 101 ROW !���r�X -- 1 C-UNE 535.23.85 TO 536+49.79 STA B 33+14.22 (0.83•RT.) LP ` GUARDRAIL S WY ® �� ��"�/•. ALL 8 577+57.5 --.I ,:1, END 50:1 TAPER �P Ca.111E 529+)e.8 � `� - CLINE 538+78.02 TO 540.15.5 • END 50:1 TAPER (17LT) �`\ \�!• (0•LT) j GUARDRAIL L 1 ©L-LINE SSOM29 TO •_ C-IJNE SS2N 5.80 W LE' MOUNTABLE LURE �,` ;el PROPOSED / 2 C{NE 540H 5.52 O1 C{IINE 570+42.92 TO 571N7.56 BRIDGE 1011264 �Yfj MATCH EXISTING GUARDRAIL 3 E 531+19.96 TO 533.32.40 5' h��,.. �`_��� W. DOUBLE YELLOW LINE 10.0'I C' GUARDRAIL L. ���III WHITE EDGE LINE 2 �M' �' MATCH EXISTING LT. $ ,•�,� MATCH EXISTING RT 2( 0 C '75 T• 5 .1_ - B1C_7144••`,,, S GUARDRAIL -,2/ �,'f.a_ - i C-LINE 537+57.24 3 is;%:,, J BEGIN 25:1 EDGE LINE TAPER (1207 RT.) Q PLANING LIMITS, 5' 76. SEE SHEET PD1 E 2 L C-LINE 537.82.49 C-UNE 538+15.52 TO END 25:1 EDGE LINE TAPER (11.017RT-) 540.15.52 GUARDRAIL L' E 2 NOTES i 1. SEE SHEET PV1 FOR LEGEND. 0 50 100 SCALE IN FEET 0. 1 FILE NAME c:1pw w.tloRd04122181%L6092_PBfV3ABn ISA lti TIME w 9:23:06 AM . ^"• FEDAID PROJ.NO. US 101 3 blorreuev- mIM•.om_---- --- --- ---_-_-- - --- - --- 10 WASH DUCKABUSH ESTUARY RESTORATION PV3 /.DESIGNED BY M.TUFF iBJp�2. 2 ENTERED Br M.FUJNVARA - Washington State •�REALIGNMENT •+ , %CHECKED BY A.DE LA CRUZ comp.NM u.•n.a Department ofTransportation o- E PROJ.ENOR. G.AMUNDSEN BARNKOW XL6092 D.T. •.,e PAVING & MARKING PLAN •»•,• REGIONAL ADM. S.ROARK REVISION DATE BY •i.MAW Km ........6. r--_. A . ///---D.15 HMA CL.112 IN. I I I SEE NOTE 1 / PO 64-22 OVERLAY i 0:75' li EXISTING ROADWAY _ I 0 Jr S 7 S S S C I/j/21 EXISTING HMA TO BE PLANED • PT BRIDGE ENO BUTT JOINT PLANING DETAIL G,aP,NT + A ^i LINE STATION TO STATION A 04'" RADIUS VARIES - C 50)+6 i RT 505*00. RT 11' SEE CONTRACT C 536.50 08 RT 5a0.15.5 RT 12' ��r C 537.10.p0 LT 539.1390 LT 1 ,^�i C 14*99..O9 LT s4D� .00 LT 1I3' 6Q, - D2 1541.661 LT 16.70.00 LT 5.5 Jr I 15 RT 16.70.00 RT 5.5'_ O - 6"K r(IN)TIMBER POST,OR WSXE.S OR W669 STEEL POST SPLICE BOLT IDENTIFICATION PLATE - Q SLOT TYP. ( ) SEE DETAIL IDENTIFICATION PI ATF MOI INTINq j ,./r—(1 IX) QACESMNIJ AT S-S• DETAIL (SEE NOTE 6) a POINT A 4 3/4" ` V4"DIAMETER HOLE ' + I ! ! ! ! 1M•(IN)STEEL PLATE 0 _ I 2 � 5 ® a ] +II 5 Iv PC ,. , 1 , , C ` �, IX)SPACES AT 6'-I" n g (1 PEACE MIN.) 1 R 1 Its- ',_�SHOULDER 8REI1K 2 3/4" MIN. n M I O Z U3FNTIFIf:AT10N PI ATF N o' / V., DETAIL S O -- - w % (SEE NOTE 5) 2i',1, J o `] I ,- * NOTES: ,);, ``4i O • 1, SEE SHEETS OTPV1-DTPV4 i K d 5 = 2. THE RADIUS DIMENSION SHALL BE ETCHED INTO THE PLATE AS C I LL SHOWN IN THE EXAMPLE ON THE IDENTIFICATION PLATE DETAIL. NUMERALS SHALL BE 1 12"(IN)HIGH MINIMUM.AND 3/4"(IN)WIDE D MAXIMUM PLATE SHALL BE GALVANIZED AFTER ETCHING AND THE E' V 0.N II LETTER SHALL REMAIN PERMANENTLY LEGIBLE y lu 3. THE GUARDRAIL IDENTIFICATION PLATE SHALL BE MOUNTED AT THE a `> I. I LOWER SPLICE BOLT ON THE BACK SIDE OF THE RAIL ELEMENT AT I-V THE PC OF THE GUARDRAIL RADIUS. I mmW gCASE 22A-I1 GUARDRAIL.PLACEMENT (SEE NOTE 1) CASE 2213-31 1 (SEE NOTE 1) INTFQSFrTInN DFSII`iN I. NTS I FILE NAME c:low w60e000432219,XL6092 PS PD1.6pn TIME 1:55:50 PM "o` FED.AID PROJ.NO. +..w,,A US 101 DATE 51192025 PLOTTED BY r INwwon_ - _ -- - - 10 WASH Wir DUCKABUSH ESTUARY RESTORATION PD1 DESIONED BY M TUFF CHECRED BY MEJ_ Gl2 Washington State REALIGNMENT 3 CHECKED D LA BY A.DE LA CRIB .enwe.n ,e<..w.,w. Department of Transportation a g PROJ.ENGR. G.AMUNDSEN BARNKOW XL6092 .. d,. PAVING DETAILS REGIONAL ADM. S.ROARK REVISION DATE BY ...,...... ........u. r _ O � 0-LINE G-LINE 61+41.70 \41444%.."."'"""Z V✓eVSH P� Q - d`� m 531 532 Ci-LINE 60*83.20 0 01 6UNE 61+62.84 0.I5.0'RT.) E. (i{�E' 61 !;53.R:) LIS s I—.-rt,—.1 il G-LINE 61+62.94 �I ( 0 20 aD C-LINE 53+144.41 0 20 40 g ` SCALE IN FEET SCALE IN FEET 112.0'RT.) (35.3'RT.) a NORTH PARKING LOT PLAN VIEW a a 0, S N A E r 3 C LINE 1:. 1 f r LEGEND Z HMA 2 O CL.1l2'PG 93H-22 FINAL LIFT I L O HAM f CL.PT PG SBH-22 r I 1 1 90' 0 CRUSHED SURFACING BASE COURSE 'CO! i 50 E t SECTION A.A 11 pE F O ITS WIDENING I ILE NAM cam DWAAS004322191XL6091P2J022BK TN! 1:56:11 PM "To°" "'•' FED.AID PROJ.NO. DATE riarmxs US 101 NM a NO PLOTTED ET a p..nm_ -- 10 WAS/1III DUCKABUSH ESTUARY RESTORATION PD2 DESIGNED BY M,TUFF ----- -_----- - -- fi61T2 Washington State REALIGNMENT m.., -rim:B MD LAARACRUZ — ^,o.„„,n- uum..e. — Department of Transportation _ ___ P IL PRDJ.ENOR. O.AMUNDSEN BARNKOW _ XL6092 " ` "''` PAVING DETAILS REGIONAL ADM. B.ROARK REVISION DATE BY SECT. 16 & 21, T.25N. R.2W. W.M. rOO �i/i Mn OF BRONNON WALL TABLE WALL BEGIN STATION END STATION LENGTH MAX HEIGHT MN.REINFORCEMENT NAME BEGIN WALL FACE) LENGTH I CAINE 505.10 CAME 507N94 130$ 27.0' 16' IA C-LINE 50605 C-LIME 507.11.4 54$ 27.Y 1I 2 CANE 507*10A CANE 50740 71T 23' II 2A C-LINE 507.10A C-LIME 507.43 06.I 22.2' 16' 1 CAINE 513.00 C-UNE 513.96.0 117.12 11.7. 11' 4 C-LINE 512.70 CANNE 513.96.7 129A 10.7. 1f 5 C-UNE 530.373 DUNE 11.95A 1112.17 10.2 13S I DLNE 12.43 DUNE 15.70 7722 10.I 11.6' 7 0-LINE 1145 CANE 51IN9A 271.7. 20A 'SEE SHEET STIS S C-UNE 514.51.5 CAME 334.45.7 211.4' 17.2 'SEE SHEET ST11 TC TC-LINE 57.59.5 TC-LINE 65.0.9 121.2 1.2 1T iW US 101 LINE 101N0.7 C-LINE 00N71.2 522J7 St17A' I 11 L PROPOSED .A. 6 %._ $ BRIDGE 1011265 10 V�a� WALL 1 1DM1b 0E PRQFCOED GM WAIL 5 _' PROPOSED STRUCTURE I� LL 7 A' WALL 2A C� — — —=•r itt _ B •. WALL WALL 2 TC WALL (SEE SU SHEETS '.I FOR ADDITIONAL Y/ V- WALL 1 INFORMATION) SI TIN WALL (SEE SU SHEETS D FOR ADDITIONAL INFORMATION) E 0 O D E pg NOTES: 5 I.SEE WSDOT STANDARD PLAN E-20.1D00, I-- ano.o.I L BURIED STRUCTURE SPLIT BOX. 0 200 400 i SCALE IN FEET S FILE NAME Atp/w eeStIO5XH0951XL0092PS STtAOn TIME 1:57:10 PM "'„o"" FEDJLID PROJ.NO. MEM US 101 "�"w e_DATE sn9ems --- 10 WASH 77, DUCKABUSH ESTUARY RESTORATION ST1r 9 PLOTTED SY /u l..nm _._. ' DESIGNED BY M.TUFF ENTEREII BY M.FWIWAwi - 0872 Washington State REALIGNMENT .-CHECKED BY A.DE LA CRUZ - rn..wn o. ms w. Department of Transportation — .. PROD.ENOR. G.AMUNDSEN BARNKOW _ _ XL6092 n o.�e STRUCTURE KEY MAP NY. ADM. S ROARK REVISION DATE BY .e.wANIa AS.0TAN•p SECT. 16 11RiE t. 530.».so I3o.D9•�t}., T.25N. R.2W. W.M. • jJ --11 BEGIN WALL b ,f 1 I N I r{I I_ �r� 1 I GIli' t \\\ I WALL 5 7+40.15 P.I. END OF WALL 5 j 1 C-LINE 570+52A7(70.11'LT.) WALL 5 2+85.23 P.C.C! 'I I D4JNE 11+71.31(19.00'LT.) 1 • WALL 5 1+SOJN P.C.0 ° _ I C-LIME 530..1.68 04.26'LT.) I �, 'I lj I m wALL 5 2.12.e3 v.c. WALLS ' ` "DUNE 10.9104(28.61'LT.) 848°27.17.erw • I • WALL 5 1+79.04 P. ° — % /� V C-LINE 530+87.94(46.76'LT.) WALL 5 2+%.69 P.L. 1 �`� , bLME 10+55.76(32.70'LT.) r. -C' CURVE DATA DUNE 11+38.%(1)e9'LT.) P.L STATION DELTA RADIUS TANGENT LENGTH WALL 5 1+97.95 P.C.C! WALL 5 1+40.15 23°36.30"LT 48.92 10.22 20.16 / 01WE 10+92.92(24.83'LT.) • `'V • WALL 5 1.76.78 66°52'16"LT 43.92 29.31 47.87 f WALL 5 2+03A3 66°52'16"LT 141.92 )6A) .% WALL 5 2.00.97 P,T.• WALL 5 2+56.69 34°39'08"LT 138.00 43A6 70 10.96 DUNE 10+92.93 24.83'LT.) ' • $ WALL 5 2+96.49 4°35'30"LT 281.00 53.83 22.52 I r'l it PLAN VIEW 0 10 2C O SCALE IN FEET • o I. �• T O e FINISf1ED GSA AT "' D n r ROADtRDE OF(WALL _ - -- 30 >w E w >W 2' TDP GF wfLL n 1 EXISTING GROUND . . FINISHED GRADE _ /AT FACE OF WALL _ •� 20 W -'-- _.. AT FACE DF WALL ---L.� --_.__ DATUM . . - . .• ec _ 10 I I 4 10 I >W 1BOTTOM.1GF WALL S...1 (NA VD)8f ' - - - . - I VERTICAL 17.10. . . O GRAVEL BORROW FOR STRUCTURAL EARTH WALL INCLUDING HAUL 1066 C.Y. • STRUCTURAL EARTH•WALL 2111 SF - a—a---,—*� -—- -_. - HORIZONTAL '-20 O g 1.00 2+00 PROFILE VIEW 3+00 O I WALL 5 FILE NAME c]P•wIB I4RS3m9RXLROU_PS EMMA. Wi US 101 TIME 205231 PM • FED.AID PROJ.NO. Adll ' YIOTTED UT __Inns - —' 10 ASH DUCKABUSH ESTUARY RESTORATION ST6 E> DESIONED BY M.TUFF. -- — - if 2 Washington State REALIGNMENT µ••' e ENTERED MI A.1UJIWARA CHECKED BY A.DE LA CRUZ allinlYil p Department of Transportation , F,PROJ.ENGR. G.AMUNDSEN BARNNOW XL6092 WM ,Ar[ WALL 5 PLAN AND PROFILE •"—• REGIONAL ADM. S.ROARK REVISION DATE BY rant a °°.nAo.•o. SECT. 16 T.25N. R.2W. W.M. __-- , � / / I WALL 6 6+4224 P.O.EJ• O ��.� // WALL 6 5+1).31 P.T. D-LINE 15+70.01(19.00'LT.) t O O 0 ��"' / 1� IYLINE 14+45.08 114.90'LT.) END OF WALL 6 --gN___-WALL6 4.49.41 P.I. 6' + - 13-LINE 13+79.01(22.77'LT.) L`___ 5+116_ __-es_-- .s.i-1s j+LOB._9M --- + _ WALL 6 3+81.00 P.C.: - — -- .w MW -y`11T D-LINE 13+1295(19.00.LT.) WO ___ r 79,Fpp-- sew �' E -WALL 6 3H0.95 P.C.. _ _�* ` CAUNESTART OF WALL (19.00'LT.) 4pw SAW SAW ---- START OF WALL 6 - - -- -- - DUCKABUSH RD _ __ a N6146�p3•* ' _---- y WALLS 0 - - - _. + - WALL 6 -- -• g �Y • CURVE DATA P1 STATION DELTA RADIUS TANGENT LENGTH ------ 050 ,,�d WALL 6 4444.43 1YWR1.114-RT 619.00 6843 136.31 ~ F s, d WALL 7 _... ._ _- 1L ' 8 i 4 ffi 9....—,_„ PLAN VIEW 0 20 40 i SCALE IN FEET u y 40 _. Ed Sr TOP OF WALL S Im I__ ____1* 20 2D sue; E3tgTICE GRQUND c 10 >'. 't. _ _�.__-___ _ .03T% --��-AT IACE'OF WALL. • a1 0.86% • " 10 10 o NOTES:WALL BACK FILL IN AREAS BELOW THE M 0 VERTICAL 1'=2D'Zo . I GRAVEL;BORROW FOR,STRUCTURAL EARTH WALL INCLUDING'HAUL 1529 C.Y. 'E"' - 54 • • I • • • n ORDINARY HIGH WATER ELEVATION STRUCTURAL EARTH WALL.3056 SF I (8.87')AT THE 6ITE SHOULD CONSIST OF I I I -- - PERMEABLE M fT 110•CY -�---- --- PERMEABLE BALLAST PER WSDOT 0 213 40 - w STANDARD SPECIFICATION 9-03.9(2). 44A1b188 HORIZONTAL+=40' QUARRY SPALLS 480 Ci' c 1+00 2+00 3+00 4+00 PROFILE VIEW 5+00 6+00 7+00 F WALL 6 FILE NAME c*pw wWo60053869900.6092 PB 1TSAOn TIME _2130:56 PM '1 I •"' FED AID PROJ.NO. 4_ --Ai.101 ... .i�w DATE 515SD2S_ _ _ _ V7.40- RDTT6D BY 1 NIT-Warm— --- 10 16112 or.fw b-- Department o Transportation DUCKABUSH ESTUARY RESTORATION ST9 PLOTTED D SY M.TUFF - _ - p""'•• - -- LLC532 Washin ton State REALIGNMENT P ENTERED M.FUJMIARA •u CHECKED BY A.DE LA CRUZ P P PROD.ENGR. G.AMUNDSEN BARNKOW,_ XL6092 REGIONAL ADM. S.ROARK REVISION DATE BY '"" "" WALL 6 PLAN AND PROFILE • SECT. 16 T.25N. R.2W. W.M. '----------\ OG WALL 7 1.05.00 F.O.B.. Z _- n 0.LINE 11.05.00(21.21'RT.1 \ - - _ BEGIN WALL7 1 _ ==-/__ __y ````` 1 '-- _ • WALL 7 1.St.fi7 P.I.• I \�L. ��� ��� 4 0.LINE 1D+K.52(25.25'RT.1 .'I' ` \ , ._ `O v CURVE DATA \\ l �� _P.I.STATION DELTA RADIUS TANGENT LENGTH I ( I I I PC LINE 4\ t I�r I WALL 7 1.71A7 f'0727-RT 606.K 26.67 57.71 I r I WALL 7 / It WALL 7 1.90.19 KYO'{7"LT 48.92 I1.K 56.50 \\ _- I' '.._„ WALL 5 / WALL 7 2.7827 r59'31"RT 2430.08 63A6 126.89 / .s �4 • I WALL 7 1+5920 0•49'34'RT 2426.92 17.50 34.99 I .(14 1 r -\ I i L•• 1, 11 WALL 7 3+5920 P.I.• • r WALL 7 t.S0.71 P.R.C.. WALL 7 7N7.70 P.C.C.•• �r / 0.LINE t0.S4.50 128A'RT.) WALL 52478.27S(26.lY LT.)a / WALL 7 N76.27►J.. \erCJJUE f)2.fi0B(2l.01'LTJ• / WALL 7 2H{.S1 P.R.G.. • --- �/ .t ' _ -- - WALL 7 3+76.70 P.T. • ''>�/_ C1JNE 571•K.ls 121.44•LT.) 3+00__ -__.� _ Nn/C-LINE 531.49.39 26.92'LT. WALL 8 $ ;J ,. -'W - END WALL 7 t WALL 71.90.19/I l, a' __--- C-LINE 511.57.91(10.21.LT.)• r /� �i��_ -_'� # 0.LINE 10.22.K(lt)3'RT.) _ A ssz , _577 fg► PLAN VIEW o i5 S 45 SCALE IN FEET .5 u I. 'MIN.REINFORCEMENT LENGTH 1+50 TO 1.70 1.76 TO 3.76 a $ ., s g 21' ir >did in L, TOP IOF WALL ial 30 - RMY_t =-r m -z qua _, >w u>iw w :�m �� 1.sm�- 30 0.36X _J S N \FINI811ED GRADE AT G c FINISHED GRADE ROADSIDE of WALL $r :-' ---• 91n AT FACE'WALL, N EXISTING GROUND 'w DA UM D15 _ �\ /AT FACE OF WALL I__..,- 1. '_. 8 15 S r' - NOTES: BO OM F WALL i ?., 2 A L.WALL BACK FILL IN AREAS BELOW !NAwr 99 >w -------� -__ - -S -- THE ORDINARY HIGH WATER 01t5L - --ELEVATION (8.07')AT THE SITE 1--9---1 i _ _ _ _ 1 _ SHOULD CONSIST OF PERMEABLE 0 cS 15' 110'VC BALLAST PER WSDOT STANDARD VERTICAL+"-'r 2 _ GRAVEL BORROW FOR STRUCTURAL EARTH WALL INCLUDING HAUL 3106 C.Y. SPECIFICATION 9-03.9(2). 1 0 _ - STRUCTURAL EARTH WALL 5403 BF s o _y ��~ C - 0 . _ PERMEABLE M HORIZONTAI r-J0 ALLAST 332 CV _ - QUARRY WALLS.9773.CV 1 1+00 1+60 2.20 2+80 PROFILE VIEW 3+40 4+00 $ WALL 7 E FILE MAIM e:1Pr wIeSYOSI IWIMLI09VM BT10ISn TINE 2Mt.2 PM 4•e1 •n• FED.AID PROJ.NO. US 101 ^•"+"+° DATE 09�2S10 WASH ST10 vLoneD n np.r.A _ -- - __ Wi DUCKABUSH ESTUARY RESTORATION DNTER ED BY M.TUFF ENTERED BY ILPUIWARA --- --" _. 2 Washington State REALIGNMENT • • CHECKED BY A.OE LA CRU2 COMM.,. ,.c++s.n Department of Transportation °. i PRG . G.AMUNDSEN BARNKOW XL6092 . -d,. WALL 7 PLAN AND PROFILE .••.. REGIONAL ADM. S.ROARK REVISION DATE BY 1•.6.1.410a .a r.r.v SECT. 16 T.25N. R.2W. W.M. - I , I 1 WALL 9 6.45.01 P.I- 1 WALL S 5*3l.00 P CLINE S7S*2421(It BY LT.1. 1 ' C•LIN[ 516.18.6T(25.]T LT.� I WALL S 1*87.)] • WALL t WALL 8 6.71.65 P.C.C.+ - . WALL a 5*24 c C . }3 L:3t,3.uL•.d1 CLINE 576.27.47(25.59'LT) / ,' 1 e_'_--'-_WALL 8 P.I.N61.54 P.L `�1 C-LINE 575.23A5(a6.02'LT.) __ ___ 1 C-LI 574M7.T5(7.24'_-- 5+00 --- ---- III "-6*!6 WALL 8 4*45A0 P.C. - ___ C-LINE 574*45.65(26.ST LT.)._ 4+46 _, ___- i_1___ BEGIN WALL B•- -`I - ' _ _ �� ALL t f.T• 5 -SL---- __Ptl 5449.91 125.1r LT.) 1 - END WALL t c 1 tilikS 535 - — _-- - -- — 1---- aktion"` ss C-LINE US101 i ` CURVE`DATA MIN.REINFORCEMENT LENGTH ` P.I.STATION DELTA RADIUS TANGENT LENGTH 4.45 TO 5.27 5*27 TO 6.00 4*00 TO 6.56 • o WALL B 441.94 1"srot-RT 242632 39.54 79.08 24' 24' 1S 0 10 20 3 WALL 8 5*81.33 r2TSY'RT 2431.00 52.23 1E14.65 SCALE IN FEET d WALL t 6N5.01 0.32'05"RT 243530 11.36 22.72 a 8 s PLAN VIEW 1. 8 • VPI 6.56.18 40 40 r- - TOP OF WALL EL 19.96 w Q 8 4.25% . VPI 6.56.18 3 j w 3.06% FINISHED GRADE AT - --- ROADSIDE OF WALL. . . S T IXISTING GROUND EL.1 I TJ . RACE OF (NAyD)88 . ;SASHED-GRADE % 20 9...... 44 9 AT FACE OF WALL Ap,4T% 20 p _VERTICAL 1'=10" gw BOTTOM.OF. ALL 8 a.u E 0 10 20 GRAVEL BORROW FOR STRUCTURAL EARTH WALL INCLUDING HAUL 2510 G.Y. __ . _ HORIZONTAL 1"`20' STRUCTURAL EARTH WALL ISM SF g 70 . I . . I QUARRY SPALLS 39111 CY. I - - 10 I! 4+00 5+00 PROFILE VIEW 6+00 WALL 8 . FILE NAME op*wW0040S388M1XL6092f8 8T11Atn iTIME __ 9:24:04 AL ... FEO.ID PROJ.NO. ��M � US 101 �w La. K DATE 5122/2025 _ 10 SH �// / $T11 L PLOTTED BY miiw.om _ __. ��� DUCKABUSH ESTUARY RESTORATION i DESIGNED eV M-TUFF .�j wee, ENTERED BY M.FUJNYARA - -'-'" ++ 2 Washington State REALIGNMENT ▪ CHECKED BY A.DE LA CRUZ - a.m.,�•. Department*1 Transportation _ wus.a PROJ.ENGR. G.AMUNDSEN BARNKOW XL6092 ,,,. ,.,, WALL 8 PLAN AND PROFILE ..... REGIONAL ADM. S.ROARK REVISION DATE MY •+.ere •+rtr e GUARDRAIL WALL SECT. 16 WALL GUARDRAIL FINISHED ROADWAY SURFACE. 'WIN COLINEOL ORTROL T.25N. R.2W. W.M. C LINE WW' FINISHED ROADWAY SURFACE. W11-1 ' TOP OF WALL\ '�": SEE ROADWAY PLANS. SEE ROADWAY PLANS. M' 1 70P OF WALL j ■a�1 �IJI PRECAST ��� ■►J■► SEE CONCRETE PRECAST SEE ,A��� NOTE 1 PANEL FACED CONCRETE NOTE T LIMITS OF IACKFILL PANEL FACED LIMITS OF BACKFILL FOR STRUCTURAL FOR STRUCTURAL REINFORCEMENT REINFORCEMENT EARTH WALL(SEW) TO GO AROUND TO GO AROUND EARTH WALL(SEW) INCLUDING HAUL INCLUDING HAUL GUARDRAIL WALL HEIGHT"H" WALL HEIGHT"H" _ GUARDRAIL SEW SOIL I SEW SOIL REINFORCEMENT(TYP.) 1 REINFORCEMENT(TYP.) EXISTING FINAL GRADE FINAL GRADE AT AT WALL FACE FACE OF WALL r EXISTING GROUND CONSTRUCTION GEOTEXTILE CONSTRUCTION UND TILE / GROUND F�FOR UNDERGROUND DRAINAGE 1— FOR UNDERGROUND DRAINAGE J }1 Y-0"MIN 2;0'MIN 1•{' !: SEE NOTE 3 ,� EMBED EMBED m SEE NOTE 3 ''*ti� 1•{" !='A��GRAVEL BACKFILL GRAVEL BACKFILL BOTTOM OF WALL BOTTOM OF WALL 1•4" FOR DRAIN FOR DRAIN 1'4" LENGTH OF SOIL S'SA'-0"UNREINFORCED LENGTH OF SOIL S 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 TYPICAL SECTION rxl-o"UNREINFORCED CONCRETE LEVELING PAD S WALL CONTROL i UNE $ SEW BARRIER TO MATCH GUARDRAIL WALL i BARRIER ON BRIDGE CONTROL " FINISHED ROADWAY SURFACE. '=W LINE FINISHED- ROADWAY SURFACE. SEE ROADWAY PLANS. TOP OF WALL TOP OF WALL SEE ROADWAY PLANS. . 1 1 PRECAST ' • y PRECAST CONCRETE Bra• SEE I CONCRETE PANEL FACED PANEL FACED 13. NOTE S OF LIMITS OF BACKFILL 1 FORT STRUCTURAL LL g FOR STRUCTURAL REINFORCEMENT EARTH WALL(SEW) EARTH WALL(SEW) I INCLUDING HAUL SINCLUDING HAUL TO GO AROUND WALL HEIGHT"H•• >SEW SOIL T GUARDRAIL WALL HEIGHT"H" I REINFORCEMENT(TYP.) S SEW SOIL— C \\ FINAL GRADE Al a REINFORCEMENT(TYP.) EXISTING FINAL GRADE AT FACE OF WALL OROTUND rt EXISTING CONSTRUCTION GEOTEXTILE I FACE OF WALL CONSTRUCTION GEOTEXTILE Y GROUND FOR UNDERGROUND DRAINAGE i _FOR UNDERGROUND DRAINAGE _ {E` �. #77//////"" .— I MIN 1 EMBED 1'-6"+{I} ' SEE NOTE 3 , EMBED { t SEE NOTE 3 p{" } RE BOTTOM OF WALL GRAVEL BACKFILL NOTES: T GRAVEL BACKFILL FOR DRAIN t•{^ 1. VERTICAL CORRUGATED METAL BOTTOM OF WALL PIPE.BACKFILL AFTER 0 t•{•• FOR DRAIN S -0"UNREINFORCED LENGTH OF SOIL LENGTH OF SOIL 6"x1'-0"UNREINFORCED CONCRETE LEVELING PAD REINFORCEMENT GUARDRAIL POST IS INSTALLED. REINFORCEMENT CONCRETE LEVELING PAD 2. SEE SPECIAL PROVISIONS FOR $ SEW REQUIREMENTS. WALL 4 STRUCTURAL EARTH WALL WALLS 5(STA,t95__T1z__SIA.2++D8.g1) 3. UNDERDRAIN PIPE.INSTALL A TYPICAL SECTIONTYPICAL SECTION STAINLESS STEEL DRAIN TYPICAL SECTIONS SCREEN AT THE OUTFACE. E 1 FILE NAME C Ipw wadeBl0538899 IL609Z PS ST12FMA TIME 20210 PM • • FEDAID PROJ.NO. _ US 101 "A.m. I. vioTTeG BY TE vIN'92T -- — ----"— - to WASH DUCKABUSH ESTUARY RESTORATION ST12 EB GNED BV M TUFF. ENTERFJJ BY MFUJIWARA "o+32 Washington State REALIGNMENT .••., CHECKED BY A.OE LA CRUZ .e......a LOCAT Department of Transportation e. .PROJ.ENOR. G.AMUNDSEN BARNKOW XL6092 _--,. o.i. WALL CROSS SECTIONS ....T. REGIONAL ADM. S.ROARK REVISION DATE BY .......e. ........ RIM WALL WALL CONTROL SECT. 16 CONTROL U LINE BARRIER TO MATCH T.25N. R.2W. W.M. NE BARRIER TO MATCH BARRIER ON BRIDGE 1 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 \-UNITS OF MELDED WIRE LINTS OF BACKFILL FACING UNIT BACKFILL INCLUDING INCLUDWO WALL HEIGHT•'H" HAUL WALL HEIGHT"If' • HAUL GEOGRID GEOGRID FINAL GRADE AT FINAL GRADE AT ----,-N FACE OF WALL EXISTING FACE OF WALL CONSTRUCTION OEOTEXTILE EXISTING CONSTRUCTION OEOTEXTILE— r GROUND GROUND jr FOR UNDERGROUND DRAINAGE FOR UNDERGROUND DRAINAGE 2'0"MIN __. - t,44- 2'O MIN NO EMBED SEE NOTE 1 1'•6" I EMBED SEE NOTE 1 1'4" J + GRAVEL BACKFILL- J f 1' G VEL BArCKFE.L BOTTOM OF VOIDS WITH WALL BACKFILL REI FO ORAIGL 1.6 BOTTOM OF WALL i , ..FOR DRAIN. _. 1'4" 1 CHOKE ANY SURFICIAL ICJ ,• FOB: CHOKE ANY SURFICIAL L NGTH'OF SOI I LENGTH OF SOIL STONE COLUMN VOIDS WITH WALL BACKFILL CE ENT REINFORCEMENT 5: GROUND REPLACEWITH OVEREXCAVATION AND�., IMPROVEMENT AREA REPLACE MATH QUARRY - -- - '- REPLACEMENT WALL SPALLS WSDOT 9-13.1(5) ELEV.•16' RATION 0.24 CONTROL WALLS 7 (STA.1+05 TO STA.1+70) WALLS 7 (STA.1+70 TO STA.3+7fi) UNE BARRIER TO MATCH & 8 (STA.5+50_10_STA 6+56) & 8 (STA.4+45 TO STA.5+50) i BARRIER ON BRIDGE TYPICAL SECTION TYPICAL SECTION i FINISHED ROADWAY SURFACE. TOP OF WALL SEE ROADWAY PLANS. 97BG WELDED WIRE r."A LIMITS':- _ OF FACING UNIT '.p•: BACKFILL E :1. INCLUDING WALL HEIGHT"H" '_ '�- _ HAUL Yet. 2 CA; GEOGRID- 3 FINAL GRADE AT -- FACE OF WALL CONSTRUCTION GEOTEXTIL41_ EXISTING t FOR UNDERGROUND DRAI / GROUND a 1 /_. - _ 2'-D"MINiii: _ EMBED .__ UNDERDRAIN PIPE 1'4"+ • I� GRAVEL BACKFj.L n BOTTOM OF WALL) 1 __.__ FOR.DRAIN..- . 1'4" T CHOKE ANY SURFICIAL ' VOIDS WITH WALL BACKFILL LENGTH OF SOIL OVEREXCAVATION AND REINFORCEMENT NOTES: 2 REPLACE WITH QUARRY WALLS 1. UNDERDRAIN PIPE.INSTALL A STAINLESS STEEL DRAIN P3 SPACES WSDOT 9-17.1(5) 1YPICAL SECTION STAINLESS AT THE OUTFALL 3 i .FILE NAME c:Ipw wa0e00051B11991XL6092 PS STI3Aan $ 4 TIME _ _2:03:17 PM _ .... "A^ FED.AID PROJ.NO. US 101 NM OW WO E DATE v19m2s DUCKABUSH ESTUARY RESTORATION ST13 to WASH PLOTTED BY ffManm_ � S S DESIGNED Br NI.TUFF — fi6:D32 Washington State REALIGNMENT _ENTERED BY M.FUJIWARA _ _—. -- ---_--- .xe., 36 CHECKED BY A.OE LA CRUZ ton.... Department of Transportation ,. PROJ.ENGR. O.AMUNDSEN BARNKOW XL6092 -,-,— ..'. MINOR STRUCTURE DETAIL .x..,. REGIONAL ADM. S.ROARK REVISION DATE BY ....A..... .......w. OWashington State Department of Transportation Turnback Agreement Local Agency Name&Address Jefferson County Public Works 623 Sheridan St Port Townsend, WA 98368 Agreement Number Location TB Intersection of Duckabush Rd & US Highway 101, Southeast Quarter of Section 16, Township 25 State Route Control Section Region North, Range 2 West W.M. As shown in Exhibit A and fully described in Exhibit B. 101 160300 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 DES SECT. 16 \_,S 1MSONJO SH�E 5D LINE 74.45.03 P.T y9,'/ T.25N. R.2W. W.M. \� p9pF Oys 0 s'r"s so \ \ pfv.v5)�i�li' 9p SyF<cf \ \,,,,,,i D LINE 13.7928 P.I. P O [ALINE 16.5328 P.T. \ \•\ D LINE 13.12.95 P.C. // �'/\ �.'5 ` 0J•_^s......59 P.T. • L\ 'i \ �. \\ Dy D-LINE 7N17.Q •————y�— \ % , (i•'�'RT} 'ry. E LINE 32.00.00 P.O.E. ➢3�1M1 1T.i • . \\ WAS P.C. A EASEMENT \ ` 4 EASEMENT 1 s • 6URPL 5 PR P RTY ��,♦I �\ • I I Roadway Facilities& 9> \ °N" 90 1 • `� // w ROW to be conveyed in o,9�4� +s u 1 / c •E - ..+, ,.\ fee to the Local Agency o-,x, T.v.1�w !_e; :r . tsrmATj • ,�• ..,\ • NOES 10 sh• - ,\ A EASEMENT I 5.��� i + \\ `5$ Easement to be conveyed by the FF >A EASEMENT•'$1 E LINE 70.00.00 P 1.13 A EASEMENT ` ENE 1N5. Local Agency r n 4p�,^ \ •D LINE 71.87.75 ,10A JNE Om \ !N D LWE 11.51A5 Pl MP' O TIIRNRACK LIN WI D LINE 10.75.14 P.C. I Roadway Facilities&ROW to be m o CORRNOU1'••• • ® N\ conveyed by easement by the aN ), PEA—� \ Local Agency to WSDOT,then END PROJECT ���/� ^\/' t E1N CREEK \conveyed in fee post-project US 101 MP 309.83 sm W \ C-LINE STA 540+15.52 = ►� -- -----►� _-.a�A i ® \\ US 101 ROW _—-f'—� Obi o --�--- --`=— f>r. ?S. ;2Nd'°° NT \ STA B 33+14.22 (0.83'RT.) �--- •— C-LINE ••o• _ \ 144 D LINE ¶0+00.00 P.O.B. --_- PCA.�f�E'NA )'.,�515,"7,1'Z \\ NE 114 SE 114 �.�I'. •C LINE 531.32.56 \- % \ _ — - ��- -� \ SEC. 16 :-=-..a.M•.N� �\ I0 _ _ `00� N. L-------� �\ •��� \\ \.`— I . Al--.) '�' 0 1 o 0• +1 \ —AB------ —\\ -- • , ���\��.. Z 45 • ....me ".� \ Ho Pil \ I\\... '0 ©ROBIRD .I• W •. Q '` • C LINE 540.15.52 P.T. NOTES: NI ♦ f \��� •• 2 • �� E4_MFN I- M1r�♦'--1, r—, \ �'� �� 'S --'` t 1. THE BASIS OF BEARINGS AND DISTANCES ARE DETERMINED FROM p{ VVASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE(NAND ( (—C LINE 576.67.37 P.T. O; `^ •`` __ �0 \\ ���`` • ). C LINE 537.29.05 P.C. J. 2 PER RCW 58.09.730.ANY MONUMENT OR CORNER DISTURBED BV THE Q ``'''�- C LINE 5)e.tt.70 P.I. \ `````��� ✓ CONTRACTING OR'S OPERATION SHALL BE REPLACED AT NO COST TO THE \ 35 ♦�``'' g PRIMARY CONTROL TABLE �� \ C LINE s44.10.84 P.O.E.��` I 3 OBTAIN THE GRIDSHOWN MULTIPLYI6THESGROUND DIMENSION FEET. HORIZONTAL DATUM PROJECT DATUM VERTICAL DATUM `��� \ THE COMBINED FACTOR OF 0.9999766. BAD I83111)WA NORTH US FEET COMBINED FACTOR 0.9999766 NAND 88 `......... .4f \ 4. SEE SHEETS AL7 THROUGH AL3 FOR ADDITIONAL ALIGNMENT DESIGNATION NORTHING EASTING NORTHING EASTING ELEVATION ���`` \ INFORMATION. 151602 245157.564 1123650.217 573024.750 1451280.880 18.389 r.'` 5. SEE SHEET RWI FOR LEGEND. ROB!RD 242523.592 1122015.935 573246.634 1451759.8M 36A04 D�mo `,00 TRANSFORM SPC TO PDC (SPC US FEET•111CF))•U39.37112)•100000)•PDC SCALE IN FEET o, TRANSFORM POC TO SPC (POC US FEET-1139.37112)•10000011•CF•SPC 4 FILE NAME cAuser414N44n4ew wEe8403827091%L6092 PS RW3Aan TIME 1:42:14 PM [anN •T"r DATE n70/202s ro. FEDAID PROJ.NO. US 101 "`••"YO s PLOTTED BY bbCrA ,ID WAbr Wi• DUCKABUSH ESTUARY RESTORATION RW3 a DESIGNED BY M.TUFF 22C532 Washington State REALIGNMENT S ENTERED BY M.FWIWARA '^" 2 CHECKED BY A.DE LA CRUZ “..,•.c,w. Department of Transportation ., g PROJ.ENOR. O.AMUNDSEN BARNKOW XL6092 n o.,e REGIONAL*OM. S.ROARK REVISION DATE BY_ ........ ,..,.,•n. RIGHT OF WAY PLAN •^•.,• 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.