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Home My WebLink AboutWashington State Department of Transportation US 101 Duckabush Estuary Restoration Realignment - 081825Am Washington State •� Department of Transportation Public Agency Jefferson County Construction Agreement Contact Name Eric Kuzma Title Asst. Public Works Director / Eng. Services Manager Construction by WSDOT on State Highway Address Right of Way at WSDOT Expense 623 Sheridan Street Port Townsend, WA 98368 Phone 360.385.9167 — 360.301.6783 (c) Email EKuzma@co.jefferson.wa.us Agreement Number Project Title US 101 Duckabush Estuary Restoration Realignment GCC 1114 State Route Number Mile Post Control Section Description of Improvements 101 309.65 160300 Construction of improvements at the intersection of US101 and Duckabush Road, including the realignment of Exhibits Attached Exhibit A: Easement Plan & Legal Duckabush Road. Description Exhibit B: Plan Sheets Exhibit C: Turnback Agreement This Agreement is between the Washington State Department of Transportation (WSDOT) and the above -named governmental entity (Agency), hereinafter referred to individually as the "Party" and collectively as the "Parties." Recitals 1. The U.S. Army Corps of Engineers ("USACE") is funding (with 35% matching funds from the Washington Department of Fish and Wildlife and WSDOT) and constructing a project on US101, a state highway, that will replace the existing highway bridge across the Duckabush River Estuary, referred to as the "Duckabush Estuary Restoration Project' (hereinafter the Project). The Project requires realignment of Duckabush Road, a county road, at the intersection of US101, hereinafter referred to as "Improvements." WSDOT is entering into this agreement with the Agency, for real property interests needed in support of the Project. 2. The Agency is willing to authorize USACE to construct the Improvements with WSDOT support subject to the terms and conditions of this Agreement. 3. WSDOT is prohibited from paying for the costs of mitigating utilities without a real property right under chapter 47.44 RCW Now therefore, pursuant to RCW 47.28.140, the above recitals, which are incorporated herein as if set forth below, and in consideration of the terms, conditions, covenants, and performances contained herein, and in the Exhibits attached hereto and hereby made a part of this Agreement, it is mutually agreed as follows: 1.0 Purpose of Agreement WSDOT provided the Agency with its Plans and Specifications for the proposed Improvements. The Agency has reviewed and agreed with the plans and specifications, unless otherwise modified pursuant to the terms of this Agreement. WSDOT agrees to and shall construct, operate and/or maintain the Improvements in accordance with the terms of this Agreement. 2.0 Right of Entry 2.1 WSDOT Page 11 GCC 1114 WSDOT hereby grants to the Agency, its employees; authorized agents, contractors, and subcontractors, a right of entry upon all WSDOT-owned property necessary for the Agency's review of construction of the Improvements. 2.2, Agency The Agency hereby grants to WSDOT, USACE, their authorized agents, contractors, subcontractors, and employees, a right of entry upon state-owned highway right of way onto which access is necessary to construct the Improvements. 3.0 Temporary Work Area Easement 3.1 Temporary Work Area Easement The Agency hereby grants to WSDOT a temporary easement and right of way in, on, over and across the land described in Exhibit A for a period of 72 months, beginning with date when construction begins for the project, possession of the land is granted by the Agency to WSDOT for use by the United States, its representatives, agents, and contractors as a work area, including the right to deposit fill thereon, move, store, and remove equipment and supplies, and erect and remove temporary structures on the land and to perform any other work necessary and incident to the construction of the Puget Sound Nearshore Ecosystem Restoration Project, together with the right to trim, cut, fell and remove therefrom all trees, underbrush, obstructions and any other vegetation, structures, or obstacles within the limits of the right -of way; reserving, however, to the landowners, their heirs and assigns, all such rights and privileges as may be used without interfering with or abridging the rights and easement hereby acquired; subject however, -to existing easements for public roads and highways, public utilities, railroads and pipelines. 4.0 Construction 4.1 Documents on Site Copies of this Agreement shall be kept at the USACE project office and by USACE or its contractor at the construction site. USACE will be responsible for construction administration on behalf of WSDOT for the Project. 4.2. Pre -Construction Conference Prior to the beginning of construction, a preconstruction conference shall be held at which WSDOT, the Agency, USACE, and USACE's contractor (if applicable) shall be present. WSDOT shall give a minimum of ten (10) working days notice to the Agency's representative prior to holding the pre -construction conference. Working days for this -Agreement are defined as Monday through Friday, excluding Washington State furlough days or state holidays pursuant to RCW 1.16.050. 4.3 Construction of Improvements 4.3.1 USACE shall construct the Improvements as shown on the attached Exhibit B at USACE, WSDOT and WDFWs 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 Tumback Agreement providing for the exchange of real property as shown in Exhibit C. 6.0 Payment 6.1 This is a non -financial Agreement. In no event shall either Party seek compensation for work performed under this Agreement. 7.0 Miscellaneous Terms 7.1 Assignment of Agreement ,No assignment or transfer of this Agreement in any manner whatsoever shall be valid, nor vest any rights hereby granted, until WSDOT consents thereto in advance and in writing, and the assignee accepts all terms of this Agreement. 7.2 Records Retention and Audit All records related to this Agreement shall be held and kept available for inspection and audit for a period of six (6) years from the date of termination of this Agreement or any final payment authorized under this Agreement, whichever is later. Each Party shall have full access to and right to examine said records, during normal business hours and as often as deemed necessary. In the event of litigation or claim arising from the performance of this Agreement, the Parties agree to maintain the records and accounts until such litigation, appeal or claims are finally resolved. This section shall survive the termination of this Agreement. 7.3 Modification . This Agreement may be amended or modified only by the mutual agreement of the Parties. Such amendments or modifications shall not be binding unless they are agreed to in advance and -in writing and signed by persons authorized to bind each of the Parties. 7.4 Disputes In the event that a dispute arises under this Agreement, it shall be resolved as follows: WSDOT and the Agency shall each appoint a member to a Dispute Board, these two members shall select a third board member not affiliated with either Party. The three -member board shall conduct a dispute resolution hearing that shall be informal and unrecorded. An attempt at such dispute resolution in compliance with aforesaid process shall be a prerequisite to the filing of any litigation concerning the dispute. The Parties shall equally share in the cost of the third Dispute Board member; however, each Party shall be responsible for its own costs and fees. 7.5 Venue and Attorney's Fees In the event that either Party.to this Agreement deems it necessary to institute legal action or proceedings to enforce any right or obligation under this Agreement upon completion of the dispute resolution process set forth in Section 7.4 above, the Parties hereto agree that any such action or proceedings shall be brought in Thurston County, Washington Superior Court. Further, the Parties agree that each will be solely responsible for payment of its own attorney's fees, witness fees; and costs. 7.6 Independent Contractor The Agency shall be deemed an independent contractor for all purposes under this Agreement, and the employees of the Agency or any of its contractors, subcontractors, consultants, and the employees thereof, shall not in any manner be deemed to be employees or agents of WSDOT. 7.7 Termination of Agreement WSDOT may terminate this agreement in whole or in part, without penalty or further liability in the event of the following: a) Termination for Cause If for any cause either Party does not fulfill in -a timely and proper manner its obligations under this Agreement, or if either Party violates any of these terms and conditions, the aggrieved Party will give the other Party written notice of such failure or violation. The responsible Party will be given the opportunity to correct the violation or failure within fifteen (15) working days. If the failure or violation is not corrected, this Agreement may be terminated immediately by written notice of the aggrieved Party to the other. b) Termination for Withdrawal of Authority Page 13 GCC 1114 In the event that either Party's authority to perform any of its duties is withdrawn, reduced, or limited in any way, or if funding is withdrawn after the commencement of this Agreement, either Party may terminate this Agreement by seven (7) calendar days written notice. No penalty shall accrue to the terminating Party in the event this section shall be exercised. Any termination of this Agreement shall not prejudice any rights or obligations accrued to the Parties prior to termination. 7.8 Counterpart and Electronic Signature This Agreement may be signed in multiple counterparts, each of which constitutes an original and all of which taken together constitute one and same agreement. Electronic signatures or signatures transmitted via e-mail in a "PDF" may be used in place of original signatures on this Agreement. The Parties intend to be bound by its electronic or "PDF" signature on this Agreement, are aware that the other Parties are relying on its electronic or "PDF" signature and waives any defenses to the enforcement of this Agreement based upon the form of signature. In Witness Whereof, the parties hereto have executed this Agreement as of the Party's date last signed below. Jeff on County Washington State Department of Transportation By. z f_, By: ge,4.,� Printed: }� �� I Prin d: JoAnn Schueler a�� Title: 1LJl� t_Z_`tSu��'— Title: ARA for M2D2, Olympic Region Date: 61 J� h Date: 9/15/2025 Approved as to Form Jefferson Approved as to Form Washington State County Department of Trans' n Ot By. `rtaEt By - I G- 4r4 Printed: Printed, Title: Title:('c. > Date: Date: Approved as to 1�.rm only: ,t� !� - -' for 06/17/2025 hilip C. Hunsucker, Date Chief Civil Deputy Prosecuting Attorney Page 14 GCC 1114 ,5 5 1\ A EASEMENT ,SECT. 16 T.25N. R.W. W.M. ,J D-LINE 16+53.28 P.T. \ D-LINE 16+17.47 1. V D-LINE 5+81.66 P.C. \\ ., . A EASEMENT (2Js.se'CT , iIJ J�0'1 `\ SNEEt Easement to be conveyed b the SyF n.an iTJ 1� H1e Y Y Fr d EASEMENT tlry'` E L! B Local Agency . _ _ WB 1 92 t D LINE 11 81.15 A EASEMENT SCN� J�E 1h JT y D LINE 11+51A5 P.I. 10P' O y TURNBACR UN(q, „�1.;- D LINE 10+75d4 P.C. Roadway Facilities & ROW to be z� / iRco�NrU15H;ENT7: CREEK Local Age by easement by the •END PROJECT ♦conveyed y Agency to WSD,OT, then 6a;e,.;° Y P P otect C- 1E MP 300+1 m ♦ \Conve ed in fee ost r US 10 ROW STA 522+15.52 = ' � 1s160 0 \ (0. GSM 1 Ifi l 5 ` 1--I J A EA6EMENT :=w-J ---`-- - C.I/NE asJz.Lii00 Ivz. —� p��ur (76 T— \\ Cq•L -► a LTJ 4 Lu \ D LINE 10+DD.00 P.O.B. 1 53S F z NE 114 SE 114 C LINE 531+32.56 \ -----.IWJrrrs•Js.a�as..a.� ��_ �9 SEC. 16 Lu 10 ROBI RD �I,o zzz� � ♦" � J' C LINE 540N 5.52 P.T. B NOTES: Rrl ♦♦ A EASEMENT 1, 'BNB\1 _;TI / \ �� 9 THE. BASIS OF BEARINGS AND DISTANCES ARE DETERMINED FROM - S WASHINGTON STATE. PLANE COORDINATE SYSTEM NORTH ZONE (NAVD \ (� C LINE 53�fi+r 6� 3.\ Q �. a.`'. ,..y $40 \ '��a♦ • d 88). C LINE 537+29.05 P.C. PER R RAW' 58.09.13E ANY MONUMENT CORNER DISTURBED BY THE CONTRACTOR'S ON SHALL BE REPLACED AT NO, COST •TO THE CONTRACTING AGENCY. / 35 i 9 3, THE DISTANCES SHOWN ARE GROUND DIMENSIONS, GROUND SURVEY FEET. TO Y OBTAIN THE GRID DIMENSIONS, OF 0.9999LTIPLY THE GROUND DIMENSION BY THE COMBINED FACTOR OF 0.9999766. 3 4. SEE SHEETS AL1 THROUGH AL3 FOR ADDITIONAL ALIGNMENT j INFORMATION. :I 5. 1 SEE SHEET RW1 FOR LEGEND PRIMARY CONTROL TABLE •HORIZONTAL DATUM NAD (83111) WA NORTH US FEET PROJECT DATUM COMBINED FACTOR 0.9999766 VIERTICAL DATUM NAVD Be ' DESIGNATION NORTHING EASTING 'NORTHING -.EASTING ELEVATION IS7602 245157.564 1123650.217 5730TA.750 1451280.88E 18.389. ROBIRD 1 242923.592 1122075.975 573246.634 1 1451759.844 36.404 TRANSFORM SPC TO PDC (SPC US FEET - (11CF)) • ((39.37112)' 100000) v PDC TRANSFORM PDC TO SPC (POC US FEET-((39.37112)• 100000))-CF a SPC C LINE 544+10.54 P•O.E. rift`' \ SCALE IN FEET u FILE NAME c:luaeraWelaara\ =d.Ad016VOML6092 °�. PS RWI.E n TIME ,:42:14 PM °T— FED.AID PROJ.NO. a10x _. Y - Adft us 101 vux xrs uo DATE 7/30/2025 �/ MAP RW3 u PLOTTED BY dalaC.A As DUCKABUSH ESTUARY RESTORATION, DESIGNED BY M:TUFF 22C532 Washington State li REALIGNMENT " e ENTERED BY M. FLU RA CHECKED BY A. DE LA CRUZ ax.x.== Department of Transportation , PROD. ENGR. O. AMUNDSEN'r BARNKOW - - XL6092 re wre RIGHT OF WAY PLAN ex REGIONAL ADM. S. ROARK REVISION DATE BY 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 Northerlytherefrom; 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. SNEEZ MPtG�a V�015� D J.ENT tt 5ta.r6 s 4 �EAR MENT n WS--- S C1 r \ � TURN B�ACg¢KS�UNI mm _ _' I66Sotr.\ 41: SECT. 16 T.25N. R.2W. W.M. a,..'A.9 — — —.— — —50!!L i _ IS160 ` 1 %LT) CLINE ieTi�tn Ira e.2`` D LINE 10+00.00 P.O.B. S3S R z ^�s�--`T' C LINE-531t]2.5610 c I \\ RT.) \_— q NOTES; A EASEMENii `� 1. THE BASIS OF BEARINGS AND DISTANCES ARE DETERMINED FROM WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE (NAVD (—C LINE 88). 2. PER RCW 58.09.130;ANY MONUMENT OR CORNER DISTURBED BY THE CONTRACTOR'S OPERATION SHALL BE REPLACED AT NO COST TO THE '- CONTRACTING AGENCY. 9 3, THE DISTANCES SHOWN ARE GROUND DIMENSIONS, US SURVEY FEET. TO OBTAIN THE GRID DIMENSIONS, MULTIPLY THE GROUND DIMENSION BY THE COMBINED FACTOR OF 0.9999766. 3 4. SEE SHEETS ALI THROUGH AL3 FOR ADDITIONAL ALIGNMENT j INFORMATION. _ 5. SEE SHEET RW1 FOR LEGEND. 3-T1n4 ♦♦ m 9C EASEMENT 112.69'Li.l ♦ 'T' W ♦ %j W/'''`��♦♦ PRIMARY CONTROL TABLE HORIZONTAL DATUM PROJECT DATUM NAD (83111) WA NORTH US FEET COMBINED FACTOR 0.9999766 ERTICAL DATUM NAVD 88 DESIGNATION NORTHING EASTING NORTHING EASTING ELEVATION IS1602 7A51S7.5r'4 1123650.217 573024.750 1451280.880 18.389 ROBI RD 242923.592 1122015.935 573246.634 1451759.844 36.404 TRANSFORM SPC TO PDC (SPC US FEET • (11CF)) + ((39.37112) - 100000) = PDC TRANSFORM PDC TO SPC (POC US FEET-((39.37H2)- 100000))• CF a SPC XL6092 0 C-LINE STA 540+15.52 = US 101 ROW STA B 33+14.22 (0.83' RT.) NE 114 SE 114 SEC. 16 ♦ 35 ♦ 6....... dl�\tea �1- O 50 100 SCALE IN FEET us 101 -'/ DUCKABUSH ESTUARY RESTORATION RW3 Washington State REALIGNMENT Department of Transportation a, RIGHT OF WAY PLAN.. .5 SN�ES N,PSGNO �N� �•0, 13+79.28 P.I. SS°50'74.44' G-LINE 60-33.74 P.C.'. CLINE 60+49.31 P.I. (`.. D-LINE 60.61.58 P.T. c s� A � vl C-LINE 529-70.62 P.I. 4 F 1 > 1}Y \ IIi \ C 2 N I✓ 1 " yN E1 ��-�� m D-LINE L. w^ G•LINE 61.6294 P.O.S. 1. 2. D-LINI p sU y � y _l•_ ..-- , ......,....__ ...__:--mod---_ T US got Row_ 9 `e FILL -Ft .FILL" D-LINE 10+00.1 C _ TC-LINE 58+24.65 P.C. c C-LINE S ------------zl. PC NOTES: 1. THE BASIS OF BEARINGS AND DISTANCES ARE DETERMINED FROM WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE (NAVD 88). �I 2. PER RCW 56.09.130,ANY MONUMENT OR CORNER DISTURBED BY THE CONTRACTOR'S OPERATION SHALL BE REPLACED. AT NO COST TO THE CONTRACTING AGENCY. 3. THE DISTANCES SHOWN ARE GROUND DIMENSIONS, US SURVEY FEET. TO OBTAIN THE GRID DIMENSIONS, MULTIPLY THE GROUND DIMENSION BY THE COMBINED FACTOR OF 0.9999766. 4. SEE SHEETS RW1 THROUGH RW3 FOR ADDITIONAL RIGHT OF WAY INFORMATION. 5. SEE SHEET AL1 FOR LEGEND. SECT. 16 T.25N. R.2W. W.M. CURVE DATA P.I. STATION DELTA RADIUS TANGENT LENGTH S C-LINE 529+70.62 34°07'78.57" RT .2400.00 736.55 1429.29 4.76% C-LINE 538+72.30 1.57'14.30" LT 8400.00 143.25 286.47 WA D-LINE 11-51.45 28.32'35" LT 300.00 76.31 149A5 4.0% D-LINE 13+79.28 12.3T02" RT 600.00 66.31 132-13 4.0% D-LINE 16W7A7 1-4119"LT 2430.00 35.B7 71.62 4.D% G-LINE 60.49.31 63'48'55" LT 25.00 19.57 27.B5 WA PCA-LINE 34+28.47 24-47'57.19" RT 50.00 10.99 21A4 WA PCA-LINE 34+88.09 15'31'07.BT' LT 100.00 11.63 27.DBB WA PCA-LINE 36.66.39 90•44'38.71" RT 1 50.00 1 10.13 15.84 WA . D-UNE 11.81.15 TEMPORARY CURVE DATA ,.' P.I. STATION DELTA RADIUS TTANrENT LENGTH S TC-LINE 61+24.86 23°52'10.90" RT 1420.00 1 300.21 591.72 4.76% .PCA-LINE 34+74A7 P.C. N78'31'58.54"E \ 1.51.45 P I 'PCA-LINE 34-39.11 P.T. PCA-LINE 74+28.47 P.I. .. \ 0+75.14 PC PCA-LINE CONSTRUCTION N53°4d'01.75"E PCA•LINE ]6K6: ND c.l wei.,n nn 1 'I, \ PCA-LINE 16.6E C'citie PCA•LINE 34+00.00 P. SB FAL ^� 5 0 0 - 30'S5'48.83" TC-LINE 66+00.43 P.O.E. I " US101 ROIW B 29+52.05 1 =L C`UNE S71 1.36 P.T. DW3668-LINE 1+00 c r.-I IUP Form C-LINE STA 540+15.52 = US 101 ROW STA B 33+14.22 (0.83' RT.) DW-7668-LINE 1+31.fi1 A.P. S3846.24"E -LINE 538+72.30 P.I. OW-36MLINE 1+65.54 P.O.E. DW-3857-LINE 1+00.00 P.O.B. 1+0 S26-3446.71"E 7 s C-LINE 538-72.30 \\ .3$ - C-LINE 577.29.05 P.C. C-LINE 544+10.84 P.O.E. -- DW-3779-LINE 1*41,95 A.P.,` DW7767-LINC•LINE 577 670A6 S48°28'27.60"E \ M61`48'79.08°F DW-3779•LINE 1+74.M P.O.E. ` \ 0 50 100 SCALE IN FEET FEDAID PROJ NO US 101 ��a DUCKABUSH ESTUARY RESTORATION AL3 77 Washington%?State REALIGNMENT .... Dopartitient of Transportation ;M92 ALIGNMENT PLAN ... BEAM TYPE 3 CONSTRUCTION NOTES SEE WALL SHEETS ST1 TO ST13 FOR 1 WALL LIMITS AND CONSTRUCTION DETAILS MINOR STRUCTURES • SHEET ST14 AND OSEE WSOOT STANDARD PLAN E-20.10-00 FOR CULVERT DIMENSIONS SEE BRIDGE SHEETS BA1-BA117 AND BBi-BB46 3 FOR STRUCTURE LIMITS AND CONSTRUCTION bOSEE DETAILS PAVING SHEETS PV1-PV3 FOR VARIABLE WIDTHS SO SEE SHEET RS14 FOR VARIABLE SLOPES i Fr.FNn OCL 12" PG 58H-22 FINAL LIFT 0.15, 1 OHMA CL. 12" PG 581-1-22 PROFILE GRADE I 0.35' O7 CRUSHED SURFACING BASE COURSE 6 PIVOT POINT 2 0.50' O4 PLANING BITUMINOUS PAVEMENT I 1 3 1 O SELECT BORROW INCL HAUL EXISTING NOTES: ---------- — GRADE 1. ALL DIMENSIONS ARE IN FEET UNLESS NOTED OTHERWISE. I 2. ALL SURFACING AND PAVING DEPTHS SHOWN ARE FINAL COMPACTED STATION —� DEPTHS. INDIVIDUAL LAYERS SHALL NOT EXCEED MAXIMUM NOMINAL COMPACTED DEPTHS DEFINED IN THE WSDOT STANDARD D 10+24.8 TO D 12+17.7 ' SPECIFICATIONS. 1. HST: NOT STEEPER THAN —' LINE STATION RANGE A B C 4. VAR: VARIES 5. MFD:MEDIA FILTER DRAIN.SEE DRAINAGE SHEET OD4 FOR MORE D 0+ 4.B TO 11+31.8 82.6'-17.5' 62.6'-t2.6' DETAILS. 6. SEE WSDOT STANDARD PLANS A-50.10 FOR WIDENING AT GUARDRAIL D 1 D 1 t1«318 TO 11+503 11+50.3 TO 11+75.1 115'-11' 11 1 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 Ipw tl Btl03Bx7111XL609x P9 RS&d n '1mw 7 tz 3900 Pm _'' "�'0 1° FEDAID PROD NO 1 r... '- ? U$ 101 .u. .v w RSB DATE vts2oxs. ^ M-- -+ ;_.,. ` . I PLOTTED BY S.I f IN+', [ yr_ 1 ( t 10 As �t r ., + tfW 41 I DUCKABU H 3 ESTUARY RESTORATION ...., ..am IGNED.9Y{ M,TUFF `} v 22C$3� t3 tl rt , I ,.. i4 q it �] { t Washingtoni State REALIGNMENT .near 1 ENTEREDBY it M. FUJIWARA it - Department Transportation F CHECKED BY A. DE LA CRUZ of w i PROD. ENGR. G.AMUNDSEN BARNKOW REGIONAL ADM. S_ R01RK• REVISION DATE BY XL6092 w ROADWAY SECTIONS s.ena m BEAM C TYPE 31 s U U y D LINE y E 11' I 11' LANE LANI I 0.15' I 1 i 0.10' a 1 4 2 0.15' STATION D 15+61.6 TO 0 15+70 D LINE 11' 11' PRECAST CONCRETE BARRIER TYPE F, ANCHORED ' LANE i LANE BEAM GUARDRA TYPE 31 0.15' 1 I 0.35' 2 EXTRUDED 0.35' ; I CURB TYPE 4— 2 s.s i 1 0.15, CONSTRUCTION NOTES 0'15 I SEE WALL SHEETS,ST7 TO ST13 FOR I O.WALL LIMITS AND CONSTRUCTION DETAILS D STATION 12+90.66 TO D 14+90-; 4 1 0.5' 3 SHEET ST14 AND I 0.35' 2 SEE MINOR STRUCTURES O WSDOT STANDARD PLAN E-20.10-00 FOR 4 2 j CULVERT DIMENSIONS ,. ---------------� i STATION C OSEE BRIDGE SHEETS BA1 AND BB1-BB46 D 14+90 TO D 15+61.6 ------ --- --- ------ -- FOR STRUCTURE LIMITS ANDND LCONSTRUCTION DETAILS I I L a SEE PAVING SHEETS PV1-PV3 FOR VARIABLE i WIDTHS BEAM GUARDRAIL i i D LINE r•----------------------------------- ------------------- TYPE 31 ft ' O SEE SHEET RS14 FOR VARIABLE SLOPES LEGEND 3.5 2.5' 2. 11. ,,, 2' 3.5' i HMA LANE LANE i O CL 12" PG 58H-22 FINAL LIFT 9 9 ! > > O CL1 2 CL. 12" PG 58H-22 AEXTRUDED uOxi x VAR VA. R` N O7 CRUSHED SURFACING BASE COURSE PLANING BITUMINOUS PAVEMENT PROFILE GRADE ' i 8 PIVOT POINT ' O SELECT BORROW INCL HAUL CURB TYPE 4 0.15, 0.50' iEXTRUDED 3 J 1 3 CURB TYPE 4 ' ' NOTES: 2 0.35, -'� i I. ALL DIMENSIONS ARE IN FEET UNLESS NOTED OTHERWISE. '� EXISTING 7 2. ALL SURFACING AND PAVING DEPTHS SHOWN ARE FINAL COMPACTED DEPTHS. INDIVIDUAL LAYERS SHALL NOT EXCEED MAXIMUM NOMINAL - - - -- - - -- ---------------'-'' GRADE COMPACTED DEPTHS DEFINED IN THE WSDOT STANDARD SPECIFICATIONS. - - - - -- __ -- - -- - -- 0.LINE STEEPER THAN 4, WAY SECTION MS�CTION M 1 VAR: VARIES i 5. MFD:.MEDIA FILTER DRAIN. SEE DRAINAGE SHEET OD4 FOR MORE STATION DETAILS. 6. SEE WSDOT STANDARD PLANS A-50.10 FOR WIDENING AT GUARDRAIL D 12+17.7 TO D 15+7D 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. O 7' VAI l l STATION �— CEMENT D 13+85.4 TO D 15+70 CONCRETE GUTTER y�O STATION D 12+86.4 TO D 13+86.4 TIME 12 40 0o 1 ° w ^"° FEDAID PROJ NO M092 ° �II n r '- -' urt �� - f toWasIhing+n�,State Depaitinment of TranspoRitlon US 101 DUCKABUSH ESTUARY RESTORATION REALIGNMENT ^"" °6 "_ RS9 DATE 511=025 " 10 AS PLOTTED BY rl OEBIGNED BY ;,, 'i ENTERED,BY m.FwrvRAat� CHECKED BY A. DE LA CRU2 _ it zMTUFE — ==��a=� PROJ. ENGR. G.AMUNDSEN BARNKOW ROADWAY SECTIONS REGIONAL ADM. S.ROARK REVISION DATE BY D LINE ci A I LANE 5.5, EXTRUDED CURB EXTRUDED CURB `AR TYPE 4 0.50, 3 CONSTRUCTION .NOTES TYPE a OJHP 1 SEE WALL SHEETS ST1 TO 5T13 FOR 1 0.15' V j _ - Y'taO EXISTING O WALL LIMITS AND CONSTRUCTION, DETAILS GRADE " OSEE MINOR STRUCTURES SHEET ST14 AND 2 0.35' ug 2 WSDOT STANDARD PLAN E-20.10-00 FOR CULVERT DIMENSIONS ix,, I 0.50. 1 4 0.10 MATCH EXISTING TTION O SEE BRIDGE SHEETS BAI-RA117 AND BBI-BB46 D 16+54.7ATO D 16+70 3 STATION DITCH BOTTOM 3 FOR STRUCTURE LIMITS AND CONSTRUCTION STATION Dt6+00.15 TO D 16+70 a DETAILS D 16+25 TO D 16+70 i p- a SEE PAVING SHEETS PVI-PV3 FOR VARIABLE 3 O WIDTHS L--- D LINE PRECAST CONCRETE ° O SEE SHEET RS14 FOR VARIABLE SLOPES BARRIER TYPE F, ANCHORED L LEGEND D A ' B 0 VAR 1.5' O SHOULDER LANE i LANE SHOULDER 4 t 1 HMA 4 3 CL 12" PG 5BH-22 FINAL LIFT i PROFILE GRADE 3 HMA BEAM GUARDRAIL 5.5' S.5' d PIVOT POINT �� EXISTING OCL 12" PG 5SH-22 TYPE 31 GRADE 1 VVVARVARCRUSHED SURFACING BASE COURSE a DtoCEMENT CONCRETE GUTTER PLANING BITUMINOUS PAVEMENT 3SELECT BORROW INCL HAUL 0.32 NOTES: 3EXTRUDED CURB1. ALL DIMENSIONS ARE IN FEET UNLESS NOTED OTHERWISE. TYPE a 2. ALL SURFACING AND PAVING DEPTHS SHOWN ARE FINAL COMPACTED j]_LINE DEPTHS. INDIVIDUAL LAYERS SHALL NOT EXCEED MAXIMUM NOMINAL ROADWAY SECTION N - COMPACTED DEPTHS DEFINED IN THE WSDOT STANDARD SPECIFICATIONS. STATION 3 43. NS NOT , VAR: VARIES STEEPER THAN D 15+70 TO D 16+70 j 5. MFD: MEDIA FILTER DRAIN. SEE DRAINAGE SHEET DD4 FOR MORE DETAILS. LINE STATION RANGE A B C D 6. SEE WSDOT STANDARD PLANS A-50.10 FOR WIDENING AT GUARDRAIL D 16+45 TO 16+70 11'-MATCH EXISTING 11'-MATCH EXISTING TRANSITION SECTIONS AND C-22.40 FOR EMBANKMENT WIDENING AT GUARDRAIL END TREATMENTS. 7. CONSTRUCT WITH UP TO 0.35LIFTS OF CSBC AT A TIME. i > FILE NAME 1 ao0B018271111ILfi092 PS RS10.tl n I TIME 1240 29 PM em 'r•'" FEMAID PROD NO _ US 101 > DATE I Stl9202s r .:_ -� " .. _ ; "< • 1 RS'10 PLorTED av I r lµ 10 aS ! I i _ Ts DUCKABUSH ESTUARY RESTORATION DESIGNED SYI M.TUFF .. rv—' @� 4 '' .� 1 t [ d �F L q it t q 4 I L Waahln tool State REALIGNMENT i ENTEREO(BV '.' M.FUJ ARA:`b $i ! .6 ..1 $„ ..r" 'L,EC5,32 1 '6' t t„ , r} �„!` !� } 9 ? CHECKED BY A. DE LA CRUz Depa`rt iient of Tranaportatlon i PROJ.ENGR. G.AMUNDSEN eaRNKOw XL6092 ROADWAY SECTIONS .." REGIONAL ADM. S. ROAR K REVISION DATE BY 20 w qa m q ... .... : . . .... . : . . .... . : .. . . . . .... . . . .... . . . . . . . . . . . . ROAD AM . . . . . . . SECTION. SECTION �l s TION -M SECTIO I N: . . . .... .... ... . .4.. -A LT q p w .t.0%. I T . . . . . . . . . . . . . . . . . . PROM dkkbg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . & PIVo POINT q— q— . .2c - V. LT & a p -4.0-4 LT . . . . . . . . . . FIT . . . . . . . . . . a . . . . . . . . . O. . . . . . . . . . . . a... . . . . . . . . . . . . . . . . .... . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z. JN 1Z 12.... x q.I... T .. z ... .3 . .. ...... ... .r.. ........... ........ ..m......... ..w.. .... ..... .... . . ... .... ..... ...: ...w. ....w. .. ...7. q..I... ..... ...w. ..... ........ .... ..... .... ... �Ll L ... ........ ........... ........... .......... I ....... . . . . ....... ........ ..... ............ ......... . ......w... .......... ......... .... ........q ......... .... ...... ....... ..... ....b ...I. ...... ........... ...... .q.... ....m... . .. ..... .... A:.. . .......... ....... .2.... ... ... ... .. .. .. .. ..... �IR..... ri .. ..iiNE: F..... P.... Di.....IIL GRAD _7... ..... 0.... 1.... 51. V....C..r.... ...... CENTERLIN ..I.. .,... P.RI..... O........ E......... OI %........ D r ............ ....... . 1996 q • VE..�.... RT...... �.... IqZ.... A5 EXISTING— GRO ND. GROUN 3 a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . FIC . . . RIZONTAL . . . . . . . . 1*=5 . v . . . . . . . . . . . . . . . . . . . . . . . . . . . CLEARINC i AND OF �....N . . . . . . . . . . ROADWAY EXC, WATION L. I D;1.�L 2 C.yd* . . . . . . . DATUM SELE CT BORROWio 00 .11 .... oo� . .... �3* RD: : : : : :�: : : : �ljoqo: :15--RD' . ��: -RD: t .... .... .... .... .. .. am: :::: .�:m mm.. � FEDAID _PROJ.NO. us 101 DATE 2 WAIL "v WashingtwState Department of Tmnaporttion DUCKABUSH ESTUARY RESTORATION REALIGNMENT 2726_5h OF E CNTERED,;BY" K FLI IWARA 0 HECKED EIV A.DEJLA CRUZ XL6092 PROJ. ENOR. 0. AMUNDSEN BARNKOW I ROADWAY PROFILES REGIONAL ADM. S. ROARNI REVISION O SNAES tN`S,m BIORETENTION FACILITY 2 1 1 I 1 11 1 / BIORETENTION FACILITY 1 1 530 CONCRETE GUTTER FROM STA D 13+86.4 TO STA D 15+70 SOP , FILL"F4 ---L-- -- SECT. 16 T.25N. R.2W. W.M. S35 _\ uslo7 \ DITCH FROM STA C W 536.49.8 TO STA C 539+13 2 \ END PROJECT US 101 MP 309.83 C-LINE STA 540+15.52 = US 101 ROW STA B 33+14.22 (0.83' RT.) NOTES �� \ <� \ ?_ 1. SEE D01 - ODS FOR DETAILS ON THE \\ COMPOST AMENDED B10FILTRATION SWALE 5 AND THE BIORENTENTION FACILITIES. 3 2. SEE SHEET DR7 FOR LEGEND. \ 3. SEE SHEET BA102-BA106 FOR BRIDGE DECK DRAINS. 4. SEE SHEET DD6 FOR DETAILS ON ENERGY 0 50 100 DISSIPATER AND DITCHES. SCALE IN FEET S.SEE SHEET RS9-RS1D FOR CONCRETE GUTTER. i i FILE NAME 1 wetlo11tl0182719D(Lfi092 PS DR3.CRn a TIME 21122 '. .'_ •1E FEDAID PRDJ NO U$ 01 we ev ea 5 _.. 5 GATE - ".—N1912025 1 r0w2nm + li -•. ! __ 'j 10 WAs Ii. if t,! F I , m-..,y ',: DUCKABUSH ESTUARY RESTORATION DR3 9 PLOTTED By t a' DESIGNED BY.t'A.OE LA"CRUZ. ENTERED M.FUJNVARA- rt I , ,s y —_ ti _ - t` 1 I { i Washingtoni'State REALIGNMENT •ems* CHECKED BY M.TUFF eoe.wer ,:`3 ,�' ,,3 Department of Transportation a, y PROJ. ENGR. G. AMUNDSEN BARNKOW XL6092 ITI wTe DRAINAGE PLAN seven REGIONAL ADM. S. ROARK REVISION DATE BY - — --------- ...... ......... IN 1k. ....... ... .... ....... . Im ..... . ........ to A NIA I NN P 89� Og. ....... ....IW .... .... .... .......... ........ ... ulW12" jr -I wl VW VIz lz 3 MElj Oldrc m OCI11 al SO.T ...... . ..... .... ....... ................ ......... .... I. FINISHED 65 45 ......... . ... . �+ 45 .......... 25 :GRADE 6 011. EXISTING 40 - 40 -40- _20— GROUND ......... .. ... i I:611 -35 15 ............ . .... .... - - - - - - - - - - -30 ... 30 . . ..... io 25 25 4A 25 t ....... .... . .....-70 9T... SEWER PIPE I HOPE STORM SEWER PIPE S695DILE (STORM SEWER �PIPEI I. IN.;DIAM. 2 IN. OLAIVL 1�114:D -2012 .. ...... 20 01; -J. ..... . ... ...... STORM SEWER PIPEij zc� A 12 IN. DIAM. ....... .. . ....... . ....... EWER PI -PE IN. omm. E STIORVI PIP 12 INDIAM. .. ....... .... ............... .......... .. ............... ...... ................... ki. .. _j ....... ..... .. . .... .... .... ... ....... .. .. 4 4 4! j ... ....... .......... .... ...... ............. ................. .... ........ ---------- ............ 5 VERTICAL V=10' 0 25 ........... HORIZONTAL 1' 50':: .......... NOTES - -- -- DATUM q 1. ALL OFFSETS ARE TO; CENTER ':OF GRATE, . ... . ....... 2. ALL SCHEDULE A STORM SEWER, SHALL SE CONCRETE. . ..... ........... ...... . .. ......... . (NAVP) 88 us 101 III) PROD NO DUCKABUSH ESTUARY RESTORATION d Washi on State REALIGNMENT ,rtng nIsn I 6.paof Transportation XL6092 a,. DRAINAGE PROFILES ........... - -- ---------- 0 ... .... ... . ..... ......... 0. -''C)2!i ........... pz mz > mm; Q :�CATCH BASIN TYPE I . ..... .... ... ;RIM 21.53' F.L. 9.70' CATCH BASIN TYPE 1 ............... ...... ............ . .. ....... ... ...... . . 7F.C. 9376--- ��U WE I;Wl 2391 �(i IS 3�Tj 1�1 w RIM 21.W 0. DD loz IT! .. . ........... ............... ........ . ... . .. .. ..... . wo 4 ... ............ ....... ... . ....... . . ... ..... . -- ---- 'Z I F.L. 9.93''CATCH -------------- )NE 99 BASIN TYPE 1_ _ D-LINE 12 29 1 (13.63. RT) 9 .... .. ..... ... - M 24.11'+ i3m'. G) 2A ON .. ......... ....... ... . ...... .... .S.. c T.L. 9 70 F.L. 9.70- D-UNE 12+12.91 (i3�63'RT) RIM 21.1 ... ..... .. - ........... .. .. .. ......... --- - ---------- --- ---- ------ o . . ......... VI . . ......... .......... ..... ' F.L WAY BASIN TYPE I .... .. ... . - ----- .. .............. .......... 1; ....... ...... --:'1 _:CATCH 3 RIM 17AT ..... ..... . ...... p A ........... v � ............ .... ..... . r.L 1p.7W - --- ...... .. . .... ......... . ....... .... .... ......... f-L- 10.76'. . INL-15-3b.19, (11.65! NIX- Im 15.91, o ........... . ..... - ------- ---- I..... ..... ----------- Zyo — X A 00 —1-5 DITCH F.L.-2 3, PCA-LINE -F ................ . ........... - . ........... ;RIM 21.35 film ........... -- --;CATCM..BASIN .-T.YPE 1. -- ----- F.L. 1I.Sr D-ONE16+66.17 (8.70 RT) RIM 14.7T --------------- C IN �L EASU _MPE�_ 1 -- ----------- DITCH -LINE 16.6 PCA-39;10 RIM 14.51�- 0 ;RIM IT.7A ............ ..... . .... ox ;yl . .......... ... —'> ... .. ......... .... ... ... ... - .. ......... ... .... .......... . ..... ... . .. .. .... .. .... ........... BIORETENTION FACILITY 2 DR3-11 INLET PIPE 15 COARSE COMPOST QUARRY DEPTH 3" SPALLS i+ 4+-+a- 4+ �i- i+ * -µ *- +F * -a- -H- -I+ +1- * * * -H- * -H�4i- * -1+- BIORETENTION SOIL ++ ++ * ++ ++ ++ ++,++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ MIX DEPTH 18" ++ ++ ++ ++ ++ ++ i+ ++ ++ ++ ++ ++ ++ ++ ++ ++ 6" c 6" UNDERDRAIN PIPE MINERAL AGGREGATE DIAMETER 6" BIORETENTION FACILITY 2 - CROSS SECTION 3 NOT TO SCALE c d 8 1 I I yl 1 1 I 1 1 1 I P9 I I I U 1 I 1 PS 1 10 I 1 1 � i 15i 1 I I 1 P6 I P7 SEE `g OVERFLOW I� STRUCTURE i P1 p DETAIL, DDS I yy 1 I 1 I I I 1 —.10 I J P4 17 Lq 1 1 P2 —6 0 it 12 E 1 O I e I I P7 1 I P71 E 1 1 1� q I PB 1 0 6 10 p I i SCALE IN FEET 1 I PLAN - BIORETENTION GRADING POINTS e FILE NAME 49 vl�tleAtl04269751KLfi092 PS OD7.tl n 1 ,. + •. ' $ 1 I f ,, � Washingtoh,State us 101 DUCKABUSH ESTUARY RESTORATION REALIGNMENT DD3� TIME 145.06 PM • P FEDAIDaDJNoI �. E DATE --.., f "5179/2D25 ,1 . •,:^. 9 PLOTTED BY ,.� rjlwaremt ;, r __.. t,,;:^. .- , • `� ! I .'_., __ ,_ 10 AS m DESIGNED BY -� A. DE LA CRUZ E'-' a I' 22C532 acee e ENrEREO-Bv ,"�. M.'FUJIWARAt 'i + :, r ., , ,�. r ::; ,.? 11 j T CHECKED BY, M.TUFF eonuei XL6092 „ d,e DepaTl Bnt of Transportation o, ..e.m i PROJ.ENOR. 'G,AMUNDSEN BARNKOW DRAINAGE DETAILS REGIONAL ADM. S. ROARK REVISION DATE BY POINT LAYOUT TABLE POINT STATIONIOFFSET ELEVATION Pt STA D-UNE 12+88.75 47.74' LT. 9.50' P2 BTA O-LINE 12+77.75 47.79' P7 STA D•LINE 12+BB.70 28.74' LT.) 9.60' P4 STA O-LINE 12+77.T0 28.79' LT. 9.50' PS STA DUNE 12+94.47 44.59' LT.) 1200' P6 STA 0-UNE 12+89.7fi 49.1T LT. 12.00' P7 STA DUNE 12+72.50 49.11' LT. 1200' PB STA DUNE 12+67.96 44A9' LT. 1200' P9 STA DUNE 12+94.54 27:78 LT. 12.00' P10 STA DUNE 12+89.70 22.53' LT. 12.00' P11 STA D-LINE 12+67.71 7D.79' LT. 12.00' P12 STA DUNE 12+72.25 28A1' LT. 10.00' P17 STA DUNE 12+77.87 26.9D' LT. 10.00' A It — UNDER DRAIN F— INLET BIORETENTION FACILITY 1 IE 16.00 STEPS OR LADDER R (TVP) DR 34 <_ OUTLET DR 3-15 IE 12.27 - IE 6.43 SECTION A -A CB TYPE 2 - 72" DIAM. OVERFLOW STRUCTURE - DR 3-4 NOT TO SCALE w0tl00E042697RXL6W2 PS D05.01n 30 PM I 3 SECTION A -A CB TYPE 2 - 72" DIAM. OVERFLOW STRUCTURE - DR 3-15 NOT TO SCALE '^ FED -AID PRDJ NO dd - XL6092 is 15.0.0" (TYP) SEE DETAIL BELOW J CROSSBARS TO 4 VERTICAL J BARS AS SHOWN -HINGE UPPER ENDS WITH FLANGES/BOLTS AND PROVIDE LOCKING MECHANISM (PADLOCK) ON LOWER END - LOCATE STEPS DIRECTLY BELOW. (241 3l4" DIA. SMOOTH ROUND BARS EQUALLY SPACED (4. O.C. MAX.) BARS SHALL BE WELOED TO UPPER AND LOWER BANDS. IU FII GRUUVE IN TYPE 2 CATCH BASIN DEBRIS CAGE GENERAL NOTES: 1. WHERE THE MAXIMUM OPENING BETWEEN VERTICAL BARS EXCEED 4".ADD CONCENTRIC HORIZONTAL RINGS AS NEEDED SO THAT OPENINGS DO NOT EXCEED 4" IN ONE DIRECTION. 2. METAL PARTS MUST BE CORROSION RESISTANT; GALVANIZING NOT ALLOWED. USE ALUMINUM OR STAINLESS STEEL 3. PROVIDE MAINTENANCE ACCESS BY WELDING 4 CROSS BARS TO 4 VERTICAL BARS AS SHOWN. HINGE UPPER ENDS WITH FLANGESIBOLTS AND PROVIDE LOCKING MECHANISM (PADLOCK) ON LOWER END. LOCATE STEPS DIRECTLY BELOW. � us 101 �, DUCKABUSH ESTUARY RESTORATION DDS� ,I , washington`'State REALIGNMENT ..... Department of Transportation e, a" DRAINAGE DETAILS ... -----�FORE -------------- ZI Z2 �1 1� PROPOSED DNO OR PROPOSED (TYP) DEPTH GRADE (TYP) BOTTOM WIDTH LOPE (TYP) BACK SLOPE (TYP) NOTES: 1. DITCH EXCAVATION IS INCLUDED IN ROADWAY EXCAVATION INCLUDING HAUL. 2. FOR DITCH GRADING DETAILS, SEE RAODWAY TYPICAL SECTIONS IRS) SHEETS. 3. SEE DITCH TABLE, THIS SHEET, FOR DITCH LOCATIONS. 4. MAXIMUM DITCH SIDE SLOPE IS 2H:1V. DITCH. SIDE SLOPES MAY VARY FROM TYPICAL 3HAV TO MATCH INTO EXISTING SIDE SLOPES AND ROADWAY EMBANKMENT SLOPES. ` DITCH TABLE DRAINAGE SHEET DITCH LOCATION DEPTH BOTTOM WIDTH FORE SLOPE n BACK SLOPE z2 DR1-1 C-LINE 503+67.00 TO C-LINE 504+48.35 0.63 LF 0.50 LF 3:1 3:1 DRI-I C-LINE 504.70.50 TO CLINE 506+9D.00 1.3 LF 0.00 LF 3:1 3:1 DR1-9 C-LINE 510+4D,DD TO C-LINE 510+56.38 0.65 LF 0.00 LF 2:1 2:1 OR1.9 C-LINE 510+76,50 TO C-LINE 510+80.15 0.74 LF 0.00 LF 4.57:1 2:1 DR3-16 PCA-LINE 34+00.00 TO PCA-LINE 35+60.00 1.24 ,LF 0.00 LF 3:1 4:1 DR3-17 C-LINE 535+73.27 TO C-LINE 535-69.92 0.83 LF 0.00 LF 2:1 3:1 DR3.18 C-LINE 536+67.00 TO CLINE 537+57.50 1.84 LF 1.50 LF 4:1 3:1 DR3-19 CUNE 538+28.15 TO CLINE 539+34.00 2.50 LF 1.50 LF 3:1 3:1 ENERGY DISSIPATOR STRUCTURE ID 3EOTEXTILE W1 W2 W3 D OUTLET PROTECTION MATERIAL S.V. FEET FEET FEET FEET DR" 30 3.0 5.7 3.D 1.2 ROCK FOR EROSION & SCOUR PROTECTION CLASS A DR3-1 24 3.0 6.3 4.D 2.0 ROCK FOR EROSION & SCOUR PROTECTION CLASS B DR3-4 18 3.0 5.7 3.0 1.4 ROCK FOR EROSION & SCOUR PROTECTION CLASS A DR3.12 18 3.0 6.3 3.0 0.6 QUARRY SPALLS i' w,wF XL6092 - W2 1A QUARRY SPALL ENERGY DISSIPATER DETAIL NOT TO SCALE I� IL �_- �:.. OUTFACE PIPE DRAINAGE PROFILE _) DEPTH OF OUTLET PROTECTION MATERIAL =11 Ill LIIII - D I I I�LI I I III I I III III_ -I f I III 111=1I I TILE FABRIC FABRIC I, ,Washington State Department of Transportation SECTION A -A US 101 DUCKABUSH ESTUARY RESTORATION DD6� REALIGNMENT DRAINAGE DETAILS . �. QUANTITY TABULATION - PAVEMENT NOTE: THE FIRST NUMBER OF THE"CODE" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE CONSTRUCTION FEATURE. THE SECOND NUMBER REFERS TO THE CONSTRUCTION FEATURE FOUND ON THAT SHEET. w Li 0 U w U w m a w r w O m O z i m w ¢ z O m O ww m M 00 N m C7 N - Oa = ,` `. Li < m ¢ 00= "- c7 � m D 0 w O XKX W a QQ w O Q a [07z Iaay21 0 mLL + a �_ o Q O. (07z i 0 mr, w p < a �QiO m z O E d a ¢ L070 QW� F mw z O rn C a ¢ L070 OQ�� mN a ¢ Q K Q K W ¢ (09 S WQ� w mZ N O Qz K w w c7 Lu N GENERAL NOTES: CODE LOCATION v 1 UNIT OF MEASURE Y L.F. L.F. S.Y. TON TON TON L.F. L.F. L.F. L.F. EACH 1. SEE STANDARD PLAN C-25.20, BEAM GUARDRAIL PV1-1 C 504+19.4 TO 507+19.2 (FIT) 87.5 112.51 1, 2, 3,4 (TYPE 31) TRANSITION SECTION TYPE 21 PV1-2 C 503+67 TO 505+00 326 18 2. SEE STANDARD PLAN C-24.10, GUARDRAIL PV7-3 C503+67 TO 540+15.52 TEACHEACH CONNECTIONTO BRIDGE RAIL ORCONCRETE PVi-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 1,2,4 `3. SEE STANDARD PLAN C-20.10, 4. SEE STANDARD PLAN C-22.4D-09, BEAMPV1-6 C 507+38.4 TO 506+50.4 (R'I) 12.51 1,2,3,4 GUARDRAILTYPE 31 NON -FLARED TERMINAL (ALL PV1-7 C 507+3B.36 TO 510+36.12 (LT) 200 1 1 1, 2, 3, 4 POSTED SPEEDS) C 510+76.66 TO F 1+94.32 (LT) 225 2 3.4 5. SEE STANDARD PLAN C-23.70, BEAM GUARDRAIL C 512+56.34 TO F 2+04.56 (FIT) 100 1 1 1, 2.3 (TYPE 31) ANCHOR TYPE 11 6. SEE STANDARD PLAN C-20.42-05, GUARDRAIL C 512+32 TO 513+32 (RT) 1 1 1, 2, 3,4 P CEMENTSTRONG POSTTYPE 31 INTERSECTION FPV1-12 C 512+70 TO 513+32 (RT) 61.5 7.8 DESIGN, SEE SHEET PDS C 513+00 TO 514+05.1 (LT) 106 7. SEE STANDARD PLAN F-30.40-04, EXTRUDED CURB C 513+32 TO 514+05.1 (FIT) 72PLACEMENT C 503+67 TO 540+15.52 3002 3686 8fiB. SEE STANDARD PLAN F-30.42, EXTRUDED CURB, DW-520 2+04 TYPE 4 PV3-1 .9 C 530+42.92 TO 531+17.56 1 1, 2 9. SEE STANDARD PLAN C-2S.30, BEAM GUARDRAIL PV3-2 D 10+25 17+50 TYPE 31 NON -FLARED TERMINAL (POSTED SPEEDS 45 PV3-3 C 531+19.96 TO 533+32.48 (ITT) 150 1 1 2 3 MPH AND BELOW) PV3-4 D 10+25 TO 16+70 4491 1026 10. SEE STANDARD PLAN C-60.10, CONCRETE PV3-5 C 530+42.9 TO 532+15.8 (RT) BARRIER TYPE F (PRECAST) PV3-6 C 534+74.8 TO 535+23.9 (LT) 73 11. SEE STANDARD PLAN M-20.10, LONGITUDINAL MARKING PATTERNS PV3-7 C 534+69.78 TO 536+12.49 (FIT) 37.5 1 1 1 2 3 4 12. SEE STANDARD PLAN F-10.12-04, MOUNTABLE PV3-8 C 535+23.85 TO 536+48.85 (LT) 25 1 1 112, 3, 4 CEMENT CONCRETE TRAFFIC CURB PV3-9 C538+50 T0540+15.52 783 1 1 18 13. SEE STANDARD PLAN M-24,20, TRAFFIC PV3-10 C 538+15.5 TO 540+15.5 (RT) 75 50 1 1 3, 4, 16 ARROWS FOR HIGH-SPEED ROADWAYSTYPE2L PV3-11 C 538+78 TO 540+15.5 (LT) 87.5 12.5 1 3.16 14. SEE STANDARD PLAN M-65.30-03, CENTERLINE PV3-12 D 10+43.1 RUMBLE STRIP PV3-13 C529+88.5 1S. ALL PLASTIC PAVEMENT MARKINGS SHALL BE PV3-14 C 530+25.4 TYPE D PV3-15 D10+28.2 (FIT) TO C 533+32.5 (LT) .256 16. SEE STANDARD PLAN C-25.80-05, BEAM PV3-18 D 10+57.1 TO 10+92.6 (LT) 79 GUARDRAIL TYPE 31 TO BEAM GUARDRAIL TYPE ADAPTOR 17. SEE STANDARD PLAN H-70.10-02, MAILBOX SUPPORTTYPES 18. SEE "BUTT101NT PLANING DETAIL", SHEET PDI SHEETTOTAL 586 1089 7493 4712 66 1 302.5 162.5 B7.5 925 10 2 11 19. SEE STANDARD PLAN H-60.20-01, BOLLARD TYPE 2 PROJECT TOTAL 588 1265 7493 4712 88 1109 162.5 87.5 13fi2.5 13 2 13 REGION NO. STATE FED. AID PROD. NO. Ask,DUCKABUSH apartmantof Dahanaportation US 101 ESTUARY RESTORATION QTPV 1 10 WASH DESIGNED BY ENTERED BY B. ABDUSHEKUR SHEET OF SHEETS CHECKED BY A. DE LA CRUZ JOB NUMBER 22C532 PROJ. ENGR. c seu eneeaw QUANTITY TABULATION - PAVEMENT REGION ADM. S. ROARK CONTRACT NO. DATE DATE REVISION BY QUANTITY TABULATION - PAVEMENT " NOTE: THE FIRST NUMBER OF THE "CODE" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE CONSTRUCTION FEATURE. THE SECOND NUMBER REFERS TO THE CONSTRUCTION FEATURE FOUND ON THAT SHEET. 0C = z < j O: W a K W 00 F z < LL U W a s W F 0 W O N a O O " O N a z zi O O N a a O 0] a m w w ° 0 W N O J w U N GENERAL NOTES: CODE LOCATION v t UNIT OF MEASURE Y EACH L.F. L.F. L.F. EACH EACH EACH EACH EACH 1. SEE STANDARD PLAN C-25.20, BEAM GUARDRAIL PV1-1 C504+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 C503+67 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 506+19.3 TO 507+19.3 (LT) 3. SEE STANDARD PLAN C-20.10, .43EE STANDARD PLAN C-22.40-09, BEAM PV1-6 C 507+38.4 TO 508+50.4 (FIT) GUARDRAILTYPE 31 NON -FLARED TERMINAL (ALL PV1.7 IC 507+38.38 TO 510+36.12 (LT) I I I POSTED SPEEDS) PV1-B C 510+76.66 TO F 1+94.32 (LT) 5. SEE STANDARD PLAN C-23.70, BEAM GUARDRAIL PV7-9 C 512+56.34 TO F 2+04.58 (RT) (TYPE 31) ANCHOR TYPE 11 6. SEE STANDARD PLAN C-20.42-05, GUARDRAIL PVt-10 C512+32 TO 513+32 (FIT) PLACEMENT STRONG POSTTYPE 31 INTERSECTION PVt-11 C 512+70 TO 513+32 (RT) DESIGN, SEE SHEET PDS PVt-12 C 513+00 TO 514+05.1 (LT) 7. SEE STANDARD PLAN F-10.40-04, EXTRUDED CURB PV1-13 C513+32 TO 514+05.1 (FIT) PLACEMENT PVt-14 C 503+67 TO 540+15.52 8. SEE STANDARD PLAN F-10.42, EXTRUDED CURB, PV1-15 DW-5202+04 2 1 19 TYPE 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 C531+19.96 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+15.6 (RT) 173 _ 12 BARRIER TYPE F (PRECAST) PV3-6 C 534+74.8 TO 535+23.9 (LT) 11. SEE STANDARD PLAN M-20.30, LONGITUDINAL PATTERNS12. PV3.7 C 534+69.78 TO 538+12.49 (FIT)MARKING SEE STANDARD PV3-8 IC535+23.85 TO'536+48.85 (LT) I PLAN F-10.12-04, MOUNTABLE CEMENT CONCRETETRAFFIC CURB PV3-9 C.536+50 TO 540+15.52 PV3-10 C 538+15.5 TO 540+15,5 (RT) 1SEE STANDARD PLAN TRAFFIC ARROWS FOR HIGH-SPEED PV3-11 C 538+78 TO 540+15.5 (LT) 1 5 TYPE ROADWAYSAYS 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 5+ 1 13 15. ALL PLASTIC PAVEMENT MARKINGS SHALL BE PV3-14 C 530+25..4 1 13 TYPE D PV3-15 010+28.2 (FIT) TO C 533+32.5 (LT) SEE STANDARD PLAN C-25.8 BEAM PV3-16 D 10+57.1 TO 10+92.6 (LT) G U ARDRAILTYPE 31 TO BEAM GUARDRAIL TYPE 1 GUAR ADAPTOR 17. SEE STANDARD PLAN H-70.10-02, MAILBOX SUPPORTTYPE 1 18. SEE "BUTT101NT PLANING DETAIL", SHEET PD1 SHEET TOTAL 3 173 15004 2 39 2 19. SEE STANDARD PLAN H-60.20-01, BOLLARD TYPE 2 PROJECT TOTAL 6 212.5 173 15004 2 65 4 2 B REGION NO. STATE FED. AID PROD. NO. n Seate • Washingt*AT.' Department oP TYamportation US 101 DUCKA13USH ESTUARY RESTORATION QTPV 2 10 WASH DESIGNED BY ENTERED BY B, ABDUSHEKUR SHEET OF BNEETS CHECKED BY A. DE LA CRUZ JOB NUMBER 22C532 PROJ. ENOR. G.ANUNDSEN NK= QUANTITY TABULATION -PAVEMENT REGION ADM: S.ROARK CONTRACTNO. DATE DATE REVISION BY QUANTITY TABULATION - PAVEMENT NOTE: THE FIRST NUMBER OF THE "CODE" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO, SHOWING THE CONSTRUCTION. FEATURE. THE SECOND NUMBER REFERS TO THE CONSTRUCTION FEATURE FOUND ON THAT SHEET. w k LS z U, z w w U m °<° LL ¢ 0: ~ w m 0 z ~ Z <J R w w z u o _ m m O U 0 N cy 8 a O 2 V x < a ry < KN 017 Z x_ u O w O xx~ W n w a ga� Do < a no O z u<1 m w a dal- 00 < a 7L7 d z m wa < D LO u<7 m 0 m z 4¢w o a < 7Z Cl O ug w m m O m z a4w O a Ir < DZ 0o ug w m o ^ w a gn.� On ¢ 05 ug. o m z 0 z w Z w w m GENERAL NOTES: CODE LOCATION 1 UNIT OF MEASURE ➢ 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 0 10+92.62 TO 12+06.35 (1-7) 37.5 1 1, 2, 3, 6 (TYPE 31) TRANSITION SECTION TYPE 21 PV3.18 D 12+41.12 TO 12+90.86 (LT) 49.5 7, 8 2. SEE STANDARD PLAN C-24.10, GUARDRAIL PV3-19 D 12+31.37 TO 16+54.65 (LT) 362.5 1 3, 4, 6 CONNECTION TO BRIDGE RAIL OR CONCRETE BARRIER, PV3-20 D 13+86.4 TO 16+00.15 (FIT) B CONNECTION 3. SEE STANDARD PLAN C-20.10, PV3.21 0 14+90 TO 16+70 176 18 4. SEE STANDARD PLAN C-22.40-09, BEAM GUARDRAIL PV3-22 D 13+86.4 TO 16+00.15 (RT) 212.5 TYPE 31 NON -FLARED TERMINAL (ALL POSTED SPEEDS) PV3-23 D 12+86.4 TO 13+86.4 (RT) 1 1 1, 2, 4 5. SEE STANDARD PLAN C-23.70, BEAM GUARDRAIL PV3-24 E 30+29.2 (TYPE 31) ANCHOR TYPE II PV3.25 D 12+86.4 TO 13+86.4 (RT) 37.5 1 3, 4, 6 S. SEE STANDARD PLAN C-20.42-05, GUARDRAIL PLACEMENTSTRONG POSTTYPE 31 INTERSECTION PV3.26 D 12+SS - DESIGN, SEE SHEET PDl PV3-27 D 10+92.6 TO 11+94.2 (LT) Be 7.8 7. SEE STANDARD PLAN F-10.40-04, EXTRUDED CURB PV3-28 D 12+17.7 TO 16+52.7 (RT) 167.5 7, B PLACEMENT PV3.29 0 12+05.6 8. SEE STANDARD PLAN F-10.42, EXTRUDED CURB, PV3-30 D 14+90 TO 16+70 (LT) 180.7 7, B TYPE 4 PV3.31 I D 16+00 TO 16+70 (RT) 70.3 1 7.8 9. SEE STANDARD PLAN C-25.30, BEAM GUARDRAIL PV3-32 G 60+88.55 TO 61+60.68 (R7) 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 2L 14. SEE STANDARD PLAN M-65.30-03, CENTERLINE RUMBLE STRIP 15. ALL PLASTIC PAVEMENT MARKINGS SHALL BE TYPE D 16. SEE STANDARD PLAN C-25.80-05, BEAM GUARDRAILTYPE 31 TO BEAM GUARDRAIL TYPE 1 ADAPTOR 17. SEE STANDARD PLAN H-70.10-02, MAILBOX SUPPORTTYPE 1 SB. SEE "BUTTIOINT PLANING DETAIL', SHEET PDS 19. SEE STANDARD PLAN H-60.20-01, BOLLARD TYPE 2 SHEETTOTAL 212.5 176 566 437.5 3 2 PROJECTTOTAL 212.5 586 1285 7493 4712 86 1109 162.5 37.5 1362.5 13 2 13 REGION NO. STATE FED. AID PROD. NO. 1101► - WDeaahin9ton State partment of Tramportation US 101 DUCKABUSH ESTUARY RESTORATION OTPV 3 10 WASH I 1 DESIGNED BY ENTERED BY B. ABDUSHEKUR SHEET OF SHEETS CHECKED BY A. DE LA CRUZ JOB NUMBER 22C532 PROD. ENGEL a. -sEN awurcrnv QUANTITY TABULATION - PAVEMENT REGION ADM. S. ROARK CONTRACT NO. DATE DATE REVISION BY QUANTITY TABULATION - PAVEMENT NOTE: THE FIRST NUMBER OF THE "CODE" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE CONSTRUCTION FEATURE. THE SECOND NUMBER REFERS TO THE CONSTRUCTION FEATURE FOUND ON THAT SHEET. = O < it : O � W a w < m w U It U v F z ¢ LL U W wo a ] W m :3w g Z O H N a 3 O W F- O H N a W z J O N O F N g O _ W o g m W a lu of m w 5 w w o Z w w 0 Uwl GENERALNOTES: CODE LOCATION v 1 UNIT OF MEASURED EACH L.F. L.F. L.F. EACH EACH EACH EACH EACH 1. SEE STANDARD PLAN C-25.20, BEAM GUARDRAIL PV3.17 D10+92.62 TO 12+08.35(LT) 1 5 (TYPE 31) TRANSITION SECTION TYPE 21 PV3-18 D 12+41.12 TO 12+90.66 (LT) 2. SEE STANDARD PLAN C-24.10, GUARDRAIL PV3.19 D12+31.37 TO 16+54.65(LT) 1 5 CONNECTIDN TO BRIDGE RAIL OR CONCRETE BARRIER, PV3-20 D 13+86.4 TO 16+00.15 (FIT) 212.5 10 B CONNECTION 3. SEE STANDARD PLAN C-20.10, PV3-21 D 14+90 TO 16+70 4. SEE STANDARD PLAN C-22.40-09, BEAM GUARDRAIL PV3-22 D 13+86.4 TO 16+00.15 (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+29.2 1 13 1 1 1 11, 15 (TYPE 31) ANCHOR TYPE 11 PV3.25 D 12+66.4 TO 13+86.4 (RT) 1 5 6. SEESTANDARD PLAN C-20.42-05, GUARDRAIL PLACEMENT STRONG POSTTYPE 31 INTERSECTION PV3-26 D12+58 4 17 DESIGN, SEE SHEET PD1 PV3.27 D 10+92.6 TO 11+94.2 (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 B. SEE STANDARD PLAN F-10.42, EXTRUDED CURB, PV3-30 D 14+90 TO 16+70 (LT) I I TYPE 4 PV3.31 D 18+00 TO 16+70 (RT) 9. SEE STANDARD PLAN C-25.30, BEAM GUARDRAIL PV3-32 G 60+88.55 TO 61+60.68 (FIT) 8 TYPE 31 NON -FLARED TERMINAL (POSTED SPEEDS 45 MPH AND BELOW) 10. SEE STANDARD PLAN C-60.10, CONCRETE BARRIER TYPE F (PRECAST) 11. SEE STANDARD PLAN M-20.30, LONGITUDINAL MARKING PATTERNS 12. SEESTANDARD PLAN F-10.12-04, MOUNTABLE CEMENT CONCRETE TRAFFIC CURB 13. SEE STANDARD PLAN M-24.20, TRAFFIC ARROWS FOR HIGH-SPEED ROAD WAYS TYPE 2L 14. SEE STANDARD PLAN M-65.30-03, CENTERLINE RUMBLE STRIP 15. ALL PLASTIC PAVEMENT MARKINGS SHALL BE TYPE D 16. SEE STANDARD PLAN C-25.80-05, BEAM GUARDRAILTYPE 31 TO BEAM GUARDRAIL TYPE 1 ADAPTOR 17. SEE STANDARD PLAN H-70.10-02, MAILBOX SUPPORTTYPE 1 18. SEE "BUTTIOINT PLANING DETAIL", SHEET PDl 19. SEE STANDARD PLAN H-60.20-03, BOLLARDTYPE 2 SHEETTOTAL 3 212.5 26 4 8 PROJECTTOTAL 6 212.5 173 15004 2 65 4 8 REGION NO. STATE FED. AID PROJ. NO. Washington State Department of Transportation US 101 DUCKABUSH ESTUARY RESTORATION C1TPV 4 SHEET OF SHEETS 10 WASH DESIGNED BY ENTERED BY B. ABDusHEKUR CHECKED BY A. DE LA CRUZ JOB NUMBER 22C532 PROJ. ENGR. c NosEHauu QUANTITY TABULATION - PAVEMENT REGION ADM. S.ROARK CONTRACT NO. DATE DATE REVISION BY1 SN�ES WALL 6 0.LINE t2+71.37 TO D-LINE 72+B6A0 TO 23 eQ 19.0.LINE 16+54.65 0.LINE 1NB6AD GUARDRAIL �•F' GUARDRAIL °G .y'4 QP' n 0.LINE t2+17.7 TO �� 0.LINE 16+52.72 28 I � EXTRUDED CURB 0.LINE 12 4112 TO 0.LINE 16+51.26 EXTRUDED CURB ` 2g 0.LINE 10+92.6 T( LINE 11+94.2 EXTRUDED CURB 2 4 Or SECT. 16 T.25N. R.2W. W.M. = rm D-LINE 10+57.1 TO 72. EARTH WALL BARRIER mm 16 0.LINE 10+926 STRUCTURAL EARTH ST RADII C-LINE 531+57.5 END PROJECT +i WALL BARRIER 12 os12' 2 BEGIN 50:1 TAPER (12'LT) C-LINE 534+74.8 TO 535+27.9 6 STRUCTURAL EARTH WALL BARRIER p US 101 MP 309.$3 CLINE• STA 540+15.52 S' •,.j 3 WALL 7. C-LINE 539+13.0D BEGIN 50:1 EDGE LINE TAPER (12.00'LT.) CLINE 579+63.00 END 50:1 EDGE LINE TAPER (11.00'LT.) US101 ROW 12i 12, CLINE TO 576+49.79 6 STA B 33+14.22 (0.83' RT.) _- GUARDRAIL27.85 i 7 - 17 ,4 - WALL 8 C-LINE 577+57.5 " - C-LINE 529.38.6----- -- ---- a 14-__ _ - -- ---_ - ____5'- - - ENO 50:1 TAPER ' (0'LT) IU 71 C-LINE SANF8.02 TO 540+15.52 °e END 50:1 TAPER (12'LT) 0.LINE 530+4292 TO 5 - --__ -- I Z Z GUARDRAIL 6 C-LINE 572+15.80 c MOUNTABLE CURB PROPOSED '-�_ n _� - C-LINE 540+15.52 'o C-LINE 530+42.92 TO 531+17.56 BRIDGE 1011264 1 _ -y' '- -.. �� r ' MATCH EXISTING 9 GUARDRAIL 7 MINE 571+19.96 TO 577+32.46 DOUBLE YELLOW LINE (0.0') 8 GUARDRAIL H� WHITE EDGE LINE MATCH EXISTING LT, C-LINE 534+69.78 TO 536+12A9 - _ _ MATCH EXISTING RT 7 GUARDRAIL u2 2 n q ^, 4 5• m101 CLINE 537+57.24 l j BEGIN 25:1 EDGE LINE TAPER (12.00'RTJ"- Q PLANING LIMITS i - SEE SHEET PD1 a. e C-LINE 537-82.49 END 25:1 EDGE LINE TAPER (11.00'RT.) C-LINE 131+15.52 540+15.52 GUARDRAIL a 3 NOTES �y \ 1. SEE SHEET PV1 FOR LEGEND.1001 0 50 700 E; SCALE IN FEET FILE NAME CI d4Dd043221BIXL6Q92 PS PVl.dgn i } t '. d _ _ L. - re i ,�t %." - --- I - au _ !I ,? Washlnytonl`State , - Depii6 ient of Tranaportatlon us 101 DUCKABUSH ESTUARY RESTORATION REALIGNMENT PV3 TIME 9 2106 AM "' •^ . ZZCS3Z FEDAID PROD NO }IV )i ES DATE=� 7 5/22I2D26 „ f PLOTTED 8Y "t - DESIGNED Bv1 M•TUFF.._ 2 ENTERED BY , M. FUJIWARA`� 1 •.I _ _ exen oe erieen ? CHECKED BY A. DE LA CRU2' =mow=. XL6092 PAVING 8 MARKING PLAN PROD. ENOR. G. AMUNDSEN BARNKOW REGIONAL ADM. S.ROARK REVISION DATE By A r 0.15 HMA CL. 112 IN. / PG 64.22 OVERLAY 0.15'_ EXISTING ROADWAY t___________ ____________ ________________._________________________ ® EXISTING HMA TO BE PLANED BUTT JOINT PLANING DETAIL o NTS LINE STATION TO STATION A C C 7 536+50.00 RT *00.00 RT 0+15.5 RT 1T C 539+1000 LT 539+1 .00 LT C 539+10,00 LT 540+15.52 LT 12' 6;'iOQ4' 0 14+90.00 LT 16+70.00 LT 5.5' JP� / D 15+61.61 RT 16+70.00 RT 5.5' O k PT IUS VARIES - CONTRACT �-6" x S" (IN) TIMBER- POST, OR W6xB.5 OR W6x9 STEEL POST �v-(X) SPACES AT 6'-3" (1 SPACE MIN.) BRIDGE END I SPLICE BOLT IDENTIFICATION PLATE - SLOT (TYP.) SEE DETAIL IDENTIFICATION PLATE MOUNTING DETAIL (SEE NOTE 6) " POINT A---' J 314" ` 3/4" DIAMETER HOLE I I i 114" (IN) STEEL I PLATE I I 7 I I I I I I PC y i i a a (X) SPACES AT 6'"3" (1 PSACE MIN.) 1 n' 1 11B" SHOULDER BREAK 2 314" MIN. Z IDENTIFICATION PLATE w DETAIL (SEE NOTE 5) Z�c 5 a7u LL j y z NOTES: ' a 2a 2 1. SEE SHEETS OTPV1-OTPV4 :I KLLg Im 1 a 2. THE RADIUS DIMENSION SHALL BE ETCHED INTO THE PLATE AS SHOWN IN THE EXAMPLE ON THE IDENTIFICATION 'PLATE DETAIL. NUMERALS SHALL BE 1 1/2' IIN) HIGH MINIMUM AND 3/4" WIDE a' (IN) . MAXIMUM. PLATE SHALL BE GALVANIZED AFTER ETCHING AND THE u1 y LETTER SHALL REMAIN PERMANENTLY LEGIBLE. LL W 3. THE GUARDRAIL IDENTIFICATION PLATE SHALL BE MOUNTED AT THE Q y LOWER SPLICE BOLT ON THE BACK S10E OF THE RAIL ELEMENT AT THE PC OF THE GUARDRAIL RADIUS. m CASE 1 GUARDRAIL PLACEMENT (SEE NOTEOTE 1) CASE 228.31 INTERSECTION DESIGN (SEE NOTE 1) NTS FILE NAME CI tl ddN3221ML6092 PB PO" n a ,{ ' �� ,1 - i <` ; I I II 'i ' 7, " n� � @ Washington',State Us 101 DUCKABU RESTORATION H ESTUARY RE S GNMENT S REALIGNMENT PD1 ! TIME 1 55 50 PM " FEDAIO PROJ NO � i� r ; PLOTTED BY ' r � mr'r 4 1 o As DESIGNED BY M.,TUFF`- -.. _ 7 :� �- i -- II I ..e., ENTERED -BY 1, M. FUJIWARA: 22C532 c ,e _� _ o.,. of TranaportaUon o, F CHECKED BY A. DE LA CRUZt)epaitllient 7L:r 92 PAVING DETAILS PROD. ENGR. O.AMUNDSEN BARNKOW REGIONAL ADM. S. ROARK REVISION DATE BY D.UN LIN 0.3c G-LINE 61-41.70 (35 .0',LT.) G-LINE 60-83.20 1 35:0. LT.) G-LINE 61+62.94 (D.B. RT.)- G-LINE' 61 0 0 0 0 0 a G-LINE 61+62,94—/ - - ' l NORTH PARKING LOT 0 20 40 11 SCALE IN FEET 531 C-LINE 532 US 101 --- --------- -- - CLINE 25 (17.0 RT.) -LINE 532+15.81 (17.0'RT.) C-LINE 530+66.25 7" C-LINE' 53+144.41 0 20 40 (35.3- RT.)SCALE IN FEET PI AN VIF 0 LINE 23.3' LEGEND H A CL. W" PG 58H-22 FINAL LIFT H A 112" PG 58H-22 RUSHED SURFACING BASE COURSE -RF:('TinN A -A TIME 1:56:19 PMFEDAID PROD NO . . ... 0, o Wr Was�lngton, State DLpsti ant bf Tra..p.ntl.,, us 101 DUCKABUSH ESTUARY RESTORATION REALIGNMENT PD2 DATE�'---, --511912025C, .tL-0!T—FDBY:L _kfiUF f 7 a D DESIGNED W� SN—TCRED�4F33 ' M.FLUPWARA, V 1; 7 exeen CHECKED BY A. DE LA CRUZ XL6092 PAVING DETAILS PROD. ENGR. G.ANIUNDSEN BARNKOW :a. REGIONAL ADM. S.ROARK REVISION DATE Y SECT. 16 & 211 T.25N. R.2W. W.M. 40WM OF C3ROHN00 M WALL TABLE WALL NAME BEGIN STATION ENO STATION LENGTH MAX. HEIGHT IEXPOSED WALL FACE) MIN. REINFORCEMENT LENGTH 1 C-LINE 505.80 C-LINE 507.19.4 139A' 23.6' 16' 1A C-LINE S0B-95 C-LINE 507-19.4 24.4' 23.2' 16' 2 C4JNE 507+38A C-LINE 507.60 33.T 23' Is, 2A C-IJNE 507.38.4 C-LINE 507.63 24.9' 22X 16' 3 C-LINE 513+00 C-LINE 513+96.8 97.6' 11.7' 11' 4 C-LINE 512.70 C-LINE 513+95.7 129A' 10.7' 1B' 5 1 C-LINE 530+37.5 D-UNE 11+95A 182.8' 10.2' 13.6' 6 D-LINE 12+42 D-LINE 15+70 332X 10.5' 13.6' 7 D-LINE 11+05 CLINE 533+49.4 271.7' 20A' 'SEE SHEET ST1D 8 CLINE 534+51.9 CLINE 534+453 211A' 17.3' BE SHEET ST11 TC TC-LINE 57+59.5 TC-LINE 55+89.9 821.T IL& 15, TW US 101 LINE 103+48.7 C-LINE 508+73.2 522.8' 1. 17.4' FOR ADDITIONAL INFORMATION) NOTES: 1. SEE WSDOT STANDARD PLAN E-20.10.00, BURIED STRUCTURE SPLIT BOX. 0 200 400 SCALE IN FEET i 1011264 TIME t 57 to Pm " " •r•,e 1D�WA5 22C532 FEDAID PROD NO j' �'. tS� i ♦ f 77 .1� 4'S" f� I. rz I I "�± 1= a 17 ' a," Y' II 'j '�/d Washington State Department of Transportation us 101 DUCKABUSH ESTUARY RESTORATION REALIGNMENT $Tiw DATE §- 5119/2025 T f ......M .._. DESIGNED BVI M.,TUFF: _... i a.. ENTERED.BY �' M.FUJONARAI I! .., �! d ....,, i 1.'."3 d .! r 'l f7 }, .3 ! it :.:._ _ ,^. ,.Yw .x.e, ,. ..�.. F CHECKED BY A. DE LA CRUZ coxr..n J(L6092 STRUCTURE KEY MAP I PROJ.ENGR. G.AMUNDSEN BARNKOW REGIONAL ADM. S. ROARK REVISION DATE BY SECT. 16 '', 'I '; i 1 t '✓ _ ;_� -� L3P.C.- � II T.25N. R.2W. W.M. Qo i ; `. l 530-3 0.09-LINE 7.5 ° BEGIN' WALL I I 11 � L I j I t o WALL 5 7+29.97 P C " i� C-LINE 530+42.37,(30.08'LT.) I DUNE 11+95 35 (19 00 1 i 1 1 _WALL 5 1+40.15 P.1.= / b END OF WALL 5 k 570+52A7 (30.11'LT.) / •""I. _ -- \ oy '•.1 I WALL 51+71.31 P.C.C, � � � V + I.. � I i / � /• � D-LINE 11+ 1 (19.- 71.3 00' i j WALL 5 1+50A9 P.C.C. . " C•UNE 530+6 1.68 (74.26'LT.) � '�-., _ t1I I II I 1 n _. ....._. � II __ -..... 1 m5 / i' i t WALL 5 _ .. _ - WALL 52+12.83 P.C: 1 1 ' -_ -- t 11 v' DUNE 10+94.04 (28.61'LT.)__- j t - I i • 1J 1 I I I� �' 1 , I _ _ _ $48°27'77.89'1N - _ / 2+00,' M1 _ WALL 5 1+79.04 P.I. \ _ _ ! q _ C-LINE 530+87.94 (46.36- LT 1 CURVE DATA .)+ WALL 5 2+56.69 P.I.- 0 •LINE 10+55.76 (32.70' LT.) C % I , ` D-LINE 11+38.56 (1I.89'LT.) P.I. STATION WALL 5 1+40.15 WALL 5 t+97.95 P.C.C.- r _ DELTA RADIUS TANGENT LENGTH D-LINE 10+92.92124.83'LT.) 23'36'70" LT 48.92 10.22 20.16 WALL 51+76.78 \'tt' \, , 66°5216" LT 43.92 29.31 47.87 �, - _" i _ _-_. - WALL 5 2+03.43 66'52'16" LT 141.92 36.47 10.96 1 WALL 5 2.08.91 - I WALL 5 2+56.69 M°79'OB" LT 138.00 43.86 72.40 ; D•LINE 10+9Z92 (24.83'LT.) `t``�� WALL 5 2+96.49 4°3510" LT 281.00 57.83 22.52 I •.^ � ` tt �~ PLAN VIEW D 10 zo SCALE IN FEET . .. ., I w ' . $I .`i a . FINISHED GRADE AT 30 w - R . . . . _ ROA SIDE'OF WALL' 3O . . . . _ TOP DF WALL . .... .... . . . . . . . . . . . . �BSe7 E7I1 TING Gk UNb -. FINISIlEb GRAD AT ACE OF ALL_ 20 . .>W -- .._ _ AT F CE OF W IL. . - 20 DATUM . . . . . . . . . . ". . . ..... .. .. . . . . (BOTTOM . . . . .I.. :ate . . . 10 --. - __ --_ ___ -_- ___ OF WALL( - . . . . . 10 ' ' GRA EL' ROR OW FOR STRUCT RAC FAR H WALL NCLUDIN HAUL 11�66 C.V. VERTIC L 1 10' ' S RUCTU L-EART ALL-23 B--S w. �.. �... .... .... .. .. .... I.... ... ... ... HORIZONTAL ..... '1°=20' �. ' 1+00 2+00 PROFILE VIEW 3+00 WALL 5 FILE NAME 1 tloNtlD5388991KL6D92 PS STB.tl n " y x:=. I �. ..,, 7 E' 41 � Pi 1 r,_t1 I( I� ,. ,� . ,. ; j � ))7 I. it S� i, �p ,..,..--.:z� 1 i - i us 101 DUCKABUSH ESTUARY RESTORATION REALIGNMENT vun °n STB� 2B TIME 2 0D PM •i° °70... FEDAID PROD NO `L. ) t fit Y ) 4 I, tl DATE 1" •511912025 .t s 4"• @s y__ .. �{. AS t PLOTTED BY '1 ! JNn 4 ! .I ,�/ I X1 DESIGNED BY1; M,TUFF„-_ 1.� d _- 11 i"1 I ({ 22C532 ....• ENTERED,'BY a M.FwrvuARA 1: +, ; ., , t1 q �. _ I� -') n ,, - - , ._Waehington(StaG7 Deparfibent of Transportation d einrn CHECKED BY A.OE LA CRUZ °°n XL6092 WALL 5 PLAN AND PROFILE PROD. ENGR. G.AMUNDSEN BARNKOW REGIONAL AOM. S. ROARK REVISION DATE BY SECT. 16 T.25N. R.2W. W.M. aall -- WALL 6.42.24 P.O.E, J __ •� WALL 6 5-17.31 P.T. D-LINE 15+70.01 (19.00'LT.) // ,1 y,' _ _ ' - / D-LINE 14+45.03 (19.00- LT.) END OF WA 6 _ gyp -� WALL 6 4+49.43 P.I: x r ✓ o `. _ - _ - D•L NE 13t79.01 (2277' LT.) j+00- -"IN LT.) _ - - - WALL 6 3+81.00 P.C. "- - 9AW'}6+�-BAWT yy / •' �' r ,, _WALL fi 3+10.00 P.0 .__.. D-LINE 13+12.95 I19.00'LT� 440D ��- ._... _ __-. --- ate_'--eAW Sa LINE _-_ °"' .\ O.LINE 12+41.95(199 T) _--...- 6AW. SAW TART OF WALL 6 -._ ": •�;--_. ' i '==-y= _.—_ - DUr. UP RI H RD t WALL 5 ,. '�. -.. 3 q0 +p0 -•_' .1 —' - Hr. - .-. WALL 6- __ r• 11+pp ..,tom ��nr j2 0PL° i - r CUR TA VE DA �� ""' "' ' � ' '- 11'�� 7• � . � � ° � ° � __ P.I. STATION DELTA RADIUS TANGENT LENGTH 619.00 69A3 136.31 y'. PLAN VIEW D 2040 SCALE IN FEET . . .... .... .... 40 - ' .. 40 :: :: :: :: :: . :: :. :: .: 30 .. .. .. .. .. .. ...� ..I.. .. .. .. .,. ---- 30 FINII ROAD HEO b DE AT v . -- 9 DE OF WA L 20 - 20 — —� GRADE — 27996 . FINISHED: AT. FACE C I F. W L . .EXISTING - OROUND ' .. . . -0 10 . ... .... ... •>w- ' 'AT ..._ FACE'CF WALL' ' - - 10 A OT1'OL1F w, , di , ..S. TH-WAL NOTES: 1 .. G ... VEL'Bo ROW' FO STRUC URAL•EA INCLUDI G HAUL 529 C.Y.>u/ w. I.WALL BACK ILL IN AREAS BELOW THE CA UM 'VERTIC L 1"=20' • TRUCTD L EART WALL. 3)56 fiE . ORDINARY HI 6 H WATER ELEVATION . . . . T-THE SIT OULD-GDNSI&F-QF— - — - ERM LAST-77 ' PER ' EABLE BALLAST PER WSDOT ... 2p.. '1'=40' ' ' .. . ' ... QUA RR SPA 460 cY .... .. . STANDARD S ECIFICA . ION 9-03.9(2):; �:.......P.... �A )BB. HORIZON AL . . .::... ... ::....... .. 1+00 2+00 3+00 4+aD PROFILE VIEW 5+00 6+00 7+00 WALL 6 FILIE NAME CW Md 84053889MI-6092 PS'ST9.tl n j sI I ! r a 1� �I i '' € LI 9 � pi {I�t� �. Washington;State US 101 DUCKABUSH ESTUARY RESTORATION REALIGNMENT °ST9� TIME 20056PM ', '• ^- FEDAID PROJNO a iwl 1 f` !� i GATE='.:. ," 5r1912D25 •. .v�x< �r :: ..; x:.:;. °^.'. 1u qs t,j PLOTTED BY e / INr 1 e S. 3 t 1 DESIGNED BY M.TUFF ,- - i 22C532 ENTERED-SY ,I M. FUJIWARA i; CHECKED BY A. DE LA CRUZ ..._.•� XL6092 „ '- ,,,. Depeffiltent of Transportation .. .�•W PROJ. ENGR. G.AMUNDSEN BARNKOW WALL 6 PLAN AND PROFILE REGIONAL ADM. S. ROARK REVISION DATE BY SECT. 16 , 25N R 2W W WALL 7 1+05.00 P.OB i \^ti4 BEGIN WALL? 'WALL 7 1+11.67 P.I.v �f. D-LINE 10+80.53 --',.e Z CURVE DATA I ICI �I. / J 1 P.I. STATION DELTA RADIUS TANGENT LENGTH / PC LINE J" •� / 1 WALL 7 1+31.67 5'0723" RT 606.08 26.67 97.71 ^ II r ' _ 1 1 1 WALL 7 y /1 WALL 7 1-90.19 66-10'43" LT 48.93 / ' = WALL 5 '• i / '�l '1 1 WALL 7 2+7837 2°59'31" RT 2430.08 WALL 7 N59.20 0°49'74" RT 2436.93 • _ •_\•' WALL 7 3-59.20 P.J.- . - - - - _ + J : C-LIN 533.32.0 26.9 7 111111 P.R.C. v WALL 7 3+41.70 P.C.C. + /, .1 / + 1 / 0.LINE t0+54.50 138:45'RT.) _ C-LINE• ' r `- WALL 7 2+78.27 • _ + / / P.L-e' / + I ,' i , ' " . C-L N 5 2 52 08 29 0 L ) - - - ' - I ,- . •.! / _ _ -•. J �' _ _ ,� 8 j�- .. _ _ .. ;.'-� "'" WALL 7 2+14.81 P.R.C.v / -CLINE 531a89.38129A4'LT.) +1 "- 0o-:.� -,. '� .- - �3F00 - .-� -� -- WALL 7 I+7670-- - 3+77 _ C-L NE 577+4939 2697 LT _ - WALL 8 - y'111EN \\/ �• ... WALL'7-1+90.19 P.Ir _ t- _- C-LINE .91 D-LINE 10+22.86 (32.77RT.) " ^ _ _ `tiro us - PLAN VIEW 0 15 30 SCALE IN FEET 45 ,.. MIN. RENFORC MENT LENGTH ' _ 45 1a50 TO 1+70 ' 1+70 T 7+76 . . .. ... . .. . . . .��. or u�. ... Vn FOP OF :WALL .�� Kivu. . . . . . 30 >. ° .. ... . 30 S ... ... FIN SHED OR DE AT .. . FINISHED GRADE' .. .. DS DE OF WALL E)USTING GROUND OA UM AT FA E OF W LL 15 15 . . . .. : :. .... I BOTTOM ,.. ., OF. IN L .�. ; .. .. .. 11 _ . . - ; _ ---_ 5. - _ _ ;o.� - W — NOTES. 1., WA THE _Et .. BACK ORDINARY TION-t .. FILL IN HIGH eT1-AF .. AREAS, WATER +f Sm--- BELOW NyA )88 - SHO LD CONSIST OF PERMEABLE .. . . . . , .110'VF.BAL . -AST PER WSDO STANDARD VERTIC l 1 15 GRAVEL -BORRO - FOR a RUCTUR L EARTH WALL IN LUDING HAUL 310 D.Y. . SPE IFICATION 9-03.9 2). 0 __ 0 —. STR CTURAL RTH W LL 5407 -F 0,ERML EAB 9ALLA5 332 CY HORIZON AL '1'=70I 1 • QUARRY SPALLS. '33.CY ; ; . . . . . . . . ; 1+00 1+60 2+20 2+-- PROFILE VIEW 3+40 4+00 WALL 7 FILE NAME 1 w4tl48tl05388991KL6092 PS ST10.tl n 7 }.- T US 1D1 ^S 1 °0 ST10 20242 PM 1° FED.AID PR OJ NO r DA E ,.. WAS PLOTTED BY f; / 7Nn m' y' ;I 7o ) ( 1 '+ _ } � IYe� �I _ 'I �j it {j i k If '— - ..,. Y �I W..�hingtomstate Department Ot Transportation DUCKABUSH ESTUARY RESTORATION REALIGNMENT DESIGNED BY1, M.TUFF'•_ 7 - ENTERED BY', NLFUJIWARA, f t ,-' - ( 22C532 .._.+ CHECKED BY A.DE LA CRUz ern,un XL6092 WALL 7 PLAN AND PROFILE PROJ. ENGR. G. AMUNDSEN BARNKOW REGIONAL ADM. S. ROARK REVISION DATE BY SECT. 16 III 1 I / / - LINE MALL 8 5a81.33 P.I.= WALL 8 fi+3765 P.C.C.= 1 I I __- -_- (25.59 LT / WALLB5+2 B ` •" ^- _ - -WALL B P.I.4 B4.54 PI' 1 CLINE 5_35_+Z3.85 6+00 CLINE _574+8775"(27.24.1T.) _ WALL 8 4+45.00 P.C. - C-LINE 534+45.65 LT.). 4+45-' I _ (26.92' _ '`BEGIN WALL 8 ----- _ _ _ ,. _ _- _ --- _ _ _ n Cb o r -38 _ -WALL- _ _- _ - - END' -WALL 8 o — - -- '" _ = - t C-LINE ` US101 1 _••-��'. I _ CURVE DATA MIN. REINFORCEMENT LENGTH P.I. STATION DELTA RADWS TANGENT LENGTH 4+45 TO 5+27 5-23 TO 6+00 6+00 TO WALL B 4+81,54 1.52'01" RT 2426.92 39.54 79.08 24' 24'• 16' 0 10 20 WALL 8 5+81.33 2.2T59" RT I 2431.00 1 52.33 104.65 SCALE IN FEET WALL B 6+45.01 0-32.05" RT 1 2435.00 1 11.36 1 22.72 PLAN VIEW .. .. .. .. .. .. . ... .... . . ..... . . . i ... ...: . . .. ._OF . . :... . .. . .. .. .V ... 1'6i56.IB 40 .. .- . .. .. D A .. .. .. .. .. .. —E —1$9 40 w ' 6 . .. - flNl HED GRA E AY .� - . .E I73.72 :e . ROA S,ID,E,O,F WALL, . 30 _ r yN h DA UM• E%IS ING GROUND y w F .... .... .... .... .... .... .... ... -.-.'. . (NA }BB . _ .FINIS ED.GRAD CE OF.W . . LL. : - .�_ .' ... . 20 .� . q . . .ATF .g. �..�-; 20 ?... .. . YERTIC L. �.=10. --- _ - �-- �I 607TDN ALL .OF. 1 - ZD - RAYEL OORROW I=OR STRUCTURAL EARTH WALL INC CU ING HAUL'2510 C.. - ' HORIZON AL '1"=20' ' ' I 'STRUCTURAL EART WA 6 6 SF . ... ... ... ..... .... .... .... . O ARRY. SP LLS 3911, CY. . ... .. .. .... ... . .. 10 4+00 5+00 PROFILE VIEW 6+00 10 WALL 8 FILE NAME E1 W.44A4D5388991KLfi092 PS STIt.4 n }_ ` 1. .{ ._ j g 'r +I 1 1 t Ar ) Yi 9 us 101 DUCKABUSH ESTUARY RESTORATION eux nv xo ST11 TINE 9 24 04 AM " .. 1D was FEDAID PROJ NO x �' )p t 1 DATE'-- %' S12212035 i ":�a n g, ..xi, PLOTTED BV bI fu�km L 4 rrT� Sd / � $ ,« § DESIGNED .BYP M. TUFF*ri x i F" 22C532 / t� ';� v i ,1 Ii i 4 WashingtogltiState REALIGNMENT ENTEREDIBY 1 NFUJIWARA' Is a p} tip. __ • - y ti ,, a," D`eperthiint of Transportation ,. CHECKED BY A. DE LA CRUZ E..,..E, XL6092 WALL 8 PLAN AND PROFILE PROJ. ENGR. -G.AMUNDSEN BARNKOW REGIONAL ADM. S.ROARK REVISION DATE BY GUARDRAIL WALL CONTROL FINISHED ROADWAY SURFACE. LINE SEE ROADWAY PLANS. TOP OF WALL 2 :____. PRECAST SEE__ CONCRETE NOTE t PANEL FACED LIMITS OF BACKFILL : FOR STRUCTURAL ------------- REINFORCEMENT EARTH WALL (SEW) INCLUDING HAUL TO GO AROUND GUARDRAIL WALL HEIGHT "H" SEW SOIL REINFORCEMENT (TYP.) FINAL GRADE EXISTING CONSTRUCTION GEOTEXTILE GROUND AT WALL FACE -- FOR UNDERGROUND DRAINAGE 2'-0" MIN SEE NOTE 3 EMBED GRAVEL BACKFILL BOTTOM FOR •DRAIN LENGTH OF SOIL REINFORCEMENT WALLS 1 AND 2 TYPICAL SECTION 6"x1'-O" UNREINFORCED CONCRETE LEVELING PAD GUARDRAIL WALL CONTROL FINISHED ROADWAY SURFACE. LINE SEE ROADWAY PLANS. TOP OF WALL i SECT. 16 WALL GUARDRAIL T.25N. R.2W. W.M. CONTROL LINE FINISHED ROADWAY SURFACE. SEE ROADWAY PLANS. TOP OF WALL ! ' - - - - - --------------- PRECAST SEE _______________ CONCRETE NOTE 1 PANEL FACED : LIMITS OF BACKFILL -"""'-"..........Fi - ----- FOR STRUCTURAL REINFORCEMENT : EARTH WALL (SEW) TO GO AROUND INCLUDING HAUL WALL HEIGHT "H" GUARDRAIL SEW SOIL FINAL GRAIDE AT \fJ REINFORCEMENT (TYP.) i FACE OF WALL --J- -_--------- EXISTING CONSTRUCTION GEOTEXTILE GROUND FOR UNDERGROUND DRAINAGE Z-0" MIN ________ EMBED = =SEE NOTE 3 LL BOTTOM OF WALL_, ALL71 GRAVEL BACKFILL 6"x1'-0" UNREINFORCED FOR DRAIN 7'•6" LENGTH CONCRETE LEVELING PAD SOIL REINFORCEMENT WALLS 1A, 2A. 3, AND 5(STA 2+12.83 TO STA 3+07.75) TYPICAL SECTION WALL CONTROL LINE SEW BARRIER TO MATCH ! BARRIER ON BRIDGE I i FINISHED ROADWAY SURFACE. TOP OF WALL SEE ROADWAY PLANS. 2 i PRECAST PRECAST ________ __ _____ __ ___ CONCRETE SEE CONCRETE PANEL FACED PANEL FACED NOTE 7 : LIMITS OF BACKFILL LIMITS OF BACKFILL ____ _ _ _ _ _ _ FOR STRUCTURAL FOR STRUCTURAL REINFORCEMENT EARTH WALL (SEW) EARTH WALL (SEW) \ i INCLUDING HAUL INCLUDING HAUL GU GO AROUND WALL HEIGHT "H" //-SEW SOIL GUARDRAIL__ _ _ WALL HEIGHT "H" REINFORCEMENT SEW SOIL I FINAL GRADE AT i EXISTING REINFORCEMENT (TYP.) FINAL GRADE AT FACE OF WALL __ _ EXISTING CONSTRUCTION GEOTEXTILE FACE OF WALL CONSTRUCTION GEOTE%TILE GROUND GROUND FOR UNDERGROUND DRAINAGE FOR UNDERGROUND DRAINAGE --------- �___ _ Y-0" MIN _ Y-D" MIN EMBED SEE NOTE 3 1'-6'• SEE NOTE 3 EMBED BOTTOM OF WALL GRAVEL BACKFILL NOTES: GRAVEL BACKFILL BOTTOM OF WALL FOR GRAIN f•_6•• 1. VERTICAL CORRUGATED METAL FOR DRAIN 6"x1'-0" UNREINFORCED LENGTH OF SOIL PIPE. BACKFILL AFTER LENGTH OF SOIL 6'Y1'-0" UNREINFORCED CONCRETE LEVELING PAD REINFORCEMENT GUARDRAIL POST IS INSTALLED. REINFORCEMENT CONCRETE LEVELING PAD 2. SEE SPECIAL PROVISIONS FOR SEW REQUIREMENTS. WALL a STRUCTURAL EARTH WALL WALLS 5(STA. 1+25 TO STA, 2+08 Q11 3. UNDERDRAIN PIPE.INSTALL A TYPICAL SECTIONS TYPICAL SECTION TYPICAL SECTION STAINLESS STEEL DRAINSCREEN AT THE OUTFALL. FILE NAME I Wxtl xY05388991XL6092 PS ST12.tl n TIME 2 0210 PM •'• FEDAID PROD NO ru..v m DATE ;-, SM91202s r „.:....;:. , US 101 1D AS i1 ° ( ST12 if r� r 1 1,, . DUCKABUSH ESTUARY RESTORATION I P ENr gEDo,ev1 Fwnxnr'u'. is "`�i. Il �� sl a Washington State REALIGNMENT CHECKED BY A. DE LA CRUZ Department of Transportation w PROJ. ENGR. G.AMUNDSEN BARNKDW XL6092 re dre WALL CROSS SECTIONS �. REGIONAL ADM. S. ROARK REVISION DATE BY e m WALL SECT. 16 CONTROL LINE p W.M.BARRIER TO MATCH T.25N. R.2W. M ! BARRIER ON BRIDGE FINISHED ROADWAY SURFACE. TOP OF WALL � SEE ROADWAY PLANS. WELDED WRE FACING UNIT _______________; LIMITS OF ;. N BACKFILL r s INCLUDING WALL HEIGHT "H" _______________. ' HAUL GRID FINAL GRADE AT------�---- EXISTING FACE OF WALL N GEOTEXTILE GROUND ND DRAINAGE i __________ 2-O"MINEE R�5,VgF.RUN.ER.R.U.1) NOTE 1ve______EMBEDL Bp KFI L BOTTOM OFWALL ILL CHOKE ANYSURFICIAL _F SOIL .. STONE COLUMN VOIDS WITH WALL BACKFILLE EN GROUND 5 IMPROVEMENT AREA REPLACEMENT ELEV.-15' —_ _..__ _ __. .._. _._._ __.. .:_._.. RATION 0.24 WALL CONTROL WALLS 7 (STA. 1+70 TO STA. 3+761 LINE BARRIER TO MATCH 8. 8 (STA, 4+45 TO STA_ 5+501 BARRIER ON BRIDGE TYPICAL SECTION TOP OF WALL � Imo' 1 Ii 16 ` FINISHED ROADWAY SURFACE. / SEE ROADWAY PLANS. WALL CONTROL LINE BARRIER TO MATCH BARRIER ON BRIDGE i nl FINISHED ROADWAY SURFACE. TOP OF WALL 1 I SEE ROADWAY PLANS. WELDED WIRE ____ _ LIMITS OF FACING UNIT BACKFILL ' INCLUDING o•, ry. HAUL WALL HEIGHT "H" ________________ GEOGRID FINAL GRADE FACE OF AT WALL " ----- — ------- 'r�' CONSTRUCTION GEOTEXTILE EXISTING ' FOR UNDERGROUND DRAINAGE .. ....................... -GROUND 2 MIN EMBED ~;ri;. - SEE NOTE 1 1' ;G VE BAKF Lh BOTTOM OF WALL CHOKE ANY SURFICIAL 4. VOIDS WITH WALL BACKFILL OVEREXCAVATION AND LE GT R INF O SO L CEMENT _ _- REPLACE WITH QUARRY SPALLS WSOOT 9.13.1(5) WALLS 7 (STA_1+OS TO STA_1+701 & 8 (STA. 5+50 TO STA.6+56) TYPICAL SECTION WELDED WIRE "``Y' _______________. LIMITS OF FACING UNIT BACKFILL ` INCLUDING WALL HEIGHT "H" r> ---------- HAUL GEOGRID FINAL GRADE AT -----�------- EXISTING FACE OF WALL �_ r CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE ' GROUND y EMBED UNDERDRAIN PIPE 1• G VE KF L BOTTOM OF WALL 1'-6" 2' CHOKE ANY SURFICIAL VOIDS WITH WALL BACKFILL LE -G7 O 56 L _ REINFORCEMENT NOTES: OVEREXCAVATION AND REPLACE WITH QUARRY WALL 6 1. UNDERDRAIN PIPE.INSTALL A SPACES WSDOT 9-17.1(5) STAINLESS STEEL DRAIN TYPICAL SECTION SCREEN AT THE OUTFALL FILE NAME 1 WsE Atl05]80991KLfi092 PS_ST17.G A " " _ TIME t o117 PM FED AID PROJ NO US 101 ux .ex w ,ST13 DATE x,` 5119/2025 q•.WAS PLOTTED BY ,a r)µ °,•, ,1 ,�.x.,1 Y 'j i gl ,-.x,<� . # �i DUCKABUSH ESTUARY RESTORATION DESIGNED ,BV wy'_M .TUFF -' it _ �' 1. (;� i I f( 1 la w t U REALIGNMENT ENTERED =BY ^j M. FUJMv1iRA ; :r ? 2293�2 �;',� ,,?., j d; m §� ,� Washington'g3tate .xert CHECKED BY A. DE LA CRUZ+ ...,M=• _ -v� Department of Transportatlon a PROD. ENGR. O. AMUNDSEN BARNKOW XL6O92 ,< o.,< MINOR STRUCTURE DETAIL REGIONAL ADM. S. ROARK I REVISION DATE BY law Washington State w® 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 North, Range 2 West W.M. As shown in Exhibit A State Route Control Section Region 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: 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 toeasement(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 beconveyed. ❑ 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 beconveyed. 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 Signature:A�` lam' Signature: I t I Cy--Ie-- k, 0 C-- 4t Print Name p� Print Name Title y �.✓� �7a" �% �l/Vt(/Irt�ffV�/"r Title: Date: Date: DOT Form 224-240 . Page 3 of 2 Revised 01/2020 mN0 cN`S. MPtGN�\JN a1y I D .1 D LINE 13.79.28 P.I. d EASEMENT WB � 1G t SURPLUS PROPERTY 1 t D d EASEMENT s o� i TURNR mm EIm SECT. 16 T.25N. R.2W. W.M. 26111 C Rfi LTl , / v.7J 3, ' \ � ` I,...... P�1T� , 1 ' w tex W o m q .91 9 I 1 xL .I \1 N OREEK W <6> m66 �•4 jam:. (tnef 6T1 ( 1 it iT.) �� sl 1 161.21 LT.) /-`Is(��-' _ _ 1 1121 C LINE 53 D LINE P.O.B. S3S ------------ R �LINE 1�72.Sfi n \� 10 ` � �(T9.xr RTJ • f `� B` ROB/ l B oo z R ♦` w.ii NOTES: R.' 2 �� /1 1 •� A EASEMENT �� QI1 ♦ 1 / _ 1. THE BASIS OF BEARINGS AND DISTANCES ARE DETERMINED FROM C LINE 576�67 WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE (NAVD (��®� E 88). 5 2. PER RCW 58.09.130, ANY MONUMENT OR CORNER DISTURBED BY THE C CONTRACTOR'S OPERATION SHALL BE REPLACED AT NO COST TO THE E CONTRACTING AGENCY. i 0 3.. THE DISTANCES SHOWN ARE GROUND DIMENSIONS, US SURVEY FEET. TO OBTAIN THE GRID DIMENSIONS, 996 MULTIPLY THE GROUND DIMENSION BY THE COMBINED FACTOR OF 0.9999766. 3 4. SEE SHEETS ALI THROUGH AL3 FOR ADDITIONAL ALIGNMENT j INFORMATION. e 5. SEE SHEET RW1 FOR LEGEND. PRIMARY CONTROL TABLE HORIZONTAL DATUM NAD (87111) WA NORTH US FEET PROJECT DATUM COMBINED FACTOR 0.9999766 ERTICAL DATUM NAVD BB DESIGNATION NORTHING FASTING NORTHING EASTING ELEVATION 1S1602 245157.564 1123650.217 573024.750 1/51280.880 13.789 ROSI RD 1 242923.592 1122035.935 573246.634 1451759.844 3BA04 TRANSFORM SPC TO PDC (SPC US FEET - (11CFp ((39.37112) - 100000) a PDC TRANSFORM PDC TO SPC ,(PDC US FEET-((39.77112)- 100000))- CF a SPC XL6092 ,� 7 Roadway Facilities & �Tc ROW to be conveyed in oYy� i fee to the Local Agency Easement to be conveyed by the syFFr Local Agency Roadway Facilities & ROW to be conveyed by easement by the ocal Rgency to WSDOT, then END PROJECT nveyed-in fee post -project US 101 MP 309.83 LINE STA 540+15.52US 101 ROW )ENTi STA B 33+14.22 (0.83'RT.) \ \ \\ NE 114 SE 114 SEC. 16 4/ pr�• p• • C LINE 540t15.52 P.T. •••\.1C LINE 57�8�72.I0 P.I. •••••• ••• \ 3$ C LINE 544.10.84 P.O.F•••• SCALE IN FEET us 101 -,/ DUCKABUSH ESTUARY RESTORATION RW3 Washington State REALIGNMENT 9 T6r Department of Transportation 9. are 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 14ES 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. Department of Public+arks 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 Directord/K.,/ 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 It as part of the estuary restoration project. The Board is asked to review a two-part Construction Et Turnback Agreement. Under the Construction Agreement Jefferson County will grant to WSDOT a temporary right of entry / temporary work area easement for a period of 72 months (the construction period) as shown in Construction Agreement Exhibit A. Upon completion of construction the Turnback Agreement details that WSDOT will release Et convey the easement area back to Jefferson County. WSDOT will also convey in fee the newly constructed alignment of Duckabush Road intersecting US-101 in fee that was acquired by WSDOT for the project. Jefferson County agrees in the Turnback Agreement to convey in fee the previously existing Duckabush alignment area now not in use to WSDOT as shown in Turnback Agreement Right of Way plan. Analysis/Strategic Goals/Pro's Et 'Con's: The attached Construction Et Turnback Agreement(s) are WSDOT's current standardized forms for the purpose of documenting agreements related to temporary right of entry / temporary work area easements and for the state.to relinquish certain rights -of -way and the local agency to accept such rights -of -way. It is in the County's interest to maintain ownership of the entire road alignment. Fiscal Impact/Cost Benefit Analysis: Negligible, upon transfer of the subject rights -of -way following completion of the project, the County will be responsible for future maintenance and operation of the roadway facilities within the transferred right-of-way. Recommendation: Department of Public Works recommends that the Board sign both the Turnback Et Construction Agreement in the form attached and return to Public Works to be sent to WSDOT/USACE. Department Contact: Josh Thornton, Real Property Specialist, 360-385-9162. Reviewed By: b�-- JoshWeters, County Administrator Date CONTRACT REVIEW FORM Clear Form (INSTRUCTIONS ARE ON THE NEXT PAGE) POaS---ems" - CONTRACT WITH: Washington State Department of Transportation Contract No: GCC 1114 a a - a q0 Contract For: US 101 Duckabush Estuary Restoration Realignment Term: 72 Months COUNTY DEPARTMENT: Public Works Contact Person: Josh Thomton / 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 Revenue: 0.00 Expenditure: o.00 Matching Funds Required: o.00 Sources(s) of Matching Funds N/A Fund # N/A Munis Org/Obj N/A PROCESS: Exempt from Bid Process Cooperative Purchase Competitive Sealed Bid Small Works Roster Vendor List Bid RFP or RFQ Other: APPROVAL STEPS: STEP 1:-DEPARTMENT CERTIFIES OMPLIANCE WITH JCC 3.55.080 AND CHAPTER 42.23 RCW. CERTIFIED: ❑ N/A: FQ416_ 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. /' CERTIFIED: ® N/A: a lta. 6 Signature Date STEP 3: RISK MANAGEMENT REVIEW (will be added electronically through Laserfiche): Electronically approved by"Risk Management on 6/11/2025. State agreement. Cannot change. STEP 4: PROSECUTING ATTORNEY REVIEW (will be added electronically through Laserfiche): Xe ronically approved as to form by PAO on 6/17/2025. agreement with temporary easement and right of way during truction. 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