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Home My WebLink About062122ca10 Department of Public Works O Consent Agenda Page 1 of 1 Jefferson County Board of Commissioners Agenda Request To: Board of Commissioners Mark McCauley, County Administrator From: Monte Reinders, Public Works Director Agenda Date: June 21, 2022 Subject: WSDOT Local Agency Haul Road/Detour Agreement (Detouring SR 19 Traffic over Center Road during Swansonville Creek Fish Barrier Removal Project) Statement of Issue: Sign the attached WSDOT Local Agency Haul Road/Detour Agreement for use of Center Road as a detour for SR 19 (Beaver Valley Road) traffic during construction of the SR 19 at Swansonville Creek Fish Barrier Removal Project. Analysis/Strategic Goals/Pro's Et Con's: WSDOT proposes to use Center Road as a detour for three 2023 construction projects. All three wilt detour traffic through the SR 104/Center Road intersection. Two of the projects involve full closure of SR 19, the third a full closure of US 101 between SR 104 and Quilcene. The SR 104/Center Road intersection has limited capacity, so WSDOT has agreed to only use the detour for one project at a time and to operate temporary traffic signals on Center Road and on SR 104 at the intersection during the period Center Road is used as a detour. The SR 19 Swansonville Creek Fish Barrier Removal Project special provisions will allow Center Road to be used as a detour for a full closure of SR 19 for a maximum 10 consecutive days during the 26 day period between and including September 5 (the Tuesday following the Labor Day holiday) and September 30 in 2023. Fiscal Impact/Cost Benefit Analysis: This WSDOT Local Agency Haul Road/Detour Agreement is for a WSDOT funded construction project and includes provisions to repair any damage to Center Road that may result from its use as a detour. County funds will be limited to Public Works' staff time associated with processing and administering the agreement. Recommendation: Please sign WSDOT Local Agency Haul Road/Detour Agreement to allow Center Road between SR 104 and Chimacum to be used as a detour for SR 19 traffic during the Swansonville Creek Fish Barrier Removal project. Return the agreement to Public Works for further processing. We will send the signed copy to WSDOT for their signature. After WSDOT returns a fully executed copy, we will send an original back to the BOCC. Department Contact: Bruce Patterson, Engineer III (385-9169) Revie d By: M auley, County Administrator Date Washington State Adw �AP Department of Transportation Local Agency Haul Local Agency and Adc Road/Detour Agreement Jefferson County Pub Jefferson County East Detour Agreement 623 Sheridan StreetPort Townsend, WA Agreement Number HR3 0159 Section/Location State Route Number �60700 Control Section Number See Exhibit SR 19 Region Description of Roads c Olympic See Exhibit A Intended Use (Haul Road or Detour Road) Detour Road Vehicle Restrictions N/A This Agreement is made and entered into between the Washington State Department of Transportation (WSDOT) and the above named governmental entity (Local Agency), hereinafter individually referred to individually as the 'Party' and collectively as the `Parties'. Recitals WSDOT is planning the construction or improvement of a section of state highway as shown above, and 2. In the construction of the project it is planned to use, for the purpose noted above, those Local Agency roads or streets described above and as further detailed in red on the attached Exhibit "A", and 3. It is anticipated that as a result of the use of these roads or streets, additional maintenance expense may be incurred by the Local Agency. Now Therefore, It Is Mutually Agreed As Follows: 1. The Local Agency hereby agrees to WSDOT's use of the roads or streets covered by this Agreement subject to the conditions contained herein. 2. Immediately prior to the beginning of WSDOT's use of the above described roads or streets, the parties to this Agreement shall make a joint condition inspection and WSDOT shall prepare a memorandum record of the condition of said roads or streets. The memorandum record shall include a statement of the extent and frequency of routine maintenance operations normally carried out by the Local Agency on said roads or streets and may include photographs showing condition of the existing roadway 3. WSDOT agrees to reimburse the Local Agency for the cost of additional routine maintenance and repairs, operations in excess of those enumerated in the record made under the provisions of Section II, made necessary by WSDOT's project. The reimbursement for such additional routine maintenance and repairs shall be limited to the actual cost of such operations supported by proper records. Such costs are to be exclusive of all administrative and overhead costs and all charges for small tools. 4. Upon completion of use of the roads or streets covered by this Agreement, a joint inspection shall be made by the parties to determine the condition of said roads or streets. All maintenance and/or repairs shall be based upon the conditions of these roads or streets at the time of this completion inspection, taking into account the memorandum record made under Section 2. 5. It is expressly understood that WSDOT shall be responsible only for that extra maintenance and repairs of the Local Agency's roads or streets occasioned by the project use. In the event of a dispute over the terms of this Agreement and/or the extent of maintenance or repair work required to be performed, the dispute shall be submitted to the Secretary of Transportation for determination. In determining this responsibility the Secretary shall give consideration to the memorandum record provided for in Section 2. The conclusions of the Secretary as to the extent and amount of such maintenance shall be final and conclusive as to all parties to this Agreement. DOT Form 224-014 Page 1 of 2 Revised 07/201 S 6. The Local Agency agrees not to restrict below legal limits the size, weight, or speed of vehicles using the roads or streets covered by this Agreement except as stated above under Vehicle Restrictions. 7. No liability shall attach to WSDOT or the Local Agency by reason of entering into this Agreement except as expressly provided herein. In Witness Whereof, the parties hereto have executed this Agreement as of the party's date signed last below. WASHINGTON STATE LOCAL AGENCY DEPARTMENT OF TRANSPORTATION By: - - By: — - - - Printed: Heidi Eisenhour Printed: Title: Jefferson County BOCC Chair _ _ I Title: Date - Approved as to form only: - June 8. 2022 Philip C. Hunsucker, Date Chief Civil Deputy Prosecuting Attorney Date: DOT Form 224-014 Page 2 of 2 Revised 07/2018 M8-101 MOD 24" X 48" BLACK ON ORANGE EAGLEMONT ; °HR3-0159 fRD Exhibit A 00O 20j 104 10 -__ TO T\ PROT TOwNSEND it►�� ► ► ► j1"� ■ - M8-101 MOD t¢ $ '8 mz� 19 0 to 24" X 48" BLACK ON ORANGE �� o IDEETTODUR C2 �A� O h �'r (DETOUR I► S iy) -n pPAiR1E Ro ♦`� fi ,�; i sl c r co ■+ 0 cr WEST VALLEY RD 19 Q < M8-101 MOD ■ w Q DR 24" X 48" BLACK ON ORANGE j J 116 KALA PT p 0 M8-101 MOD 24' X 48" DETOUR (�1045J In Q BLACK ON ORANGE f- -,, - DETO �� 4C, DETOUR 19 L ► M8-101 MOD 8 24" X 48" �� ENO a / BLACK ON ORANGE % M&101 MOD UET11UR D IDETOUR 0 BLACK4ON ORANGE .,8�2X 24" �+ * BLACK ON ORANGE lira ❑1 z CD �a a g z OtT00R ► �� 0 w Ln -<I� lira 48" X 24" �- R11-1501 MOD O� E E AN ro ST PCMS BLACK ON ORANGE l-1 X 60" ROAD BLACK ON WHITE p 1 2 SR 104 INSTALL 8 DAYS ROAD WILL BE INSTALL 8 DAYS to MP 9.02 DETOUR PRIOR TO CLOSURE WILL BE CLOSED PRIOR TO CLOSURE HWY 19 MON DA MON DA R11-1501 MOD CLOSED �� CLOSED FOLLOW m►1 104 -- �.� 48" X 60" MO DA MON DA XAM XPM 4 AT MP 4 DETOUR Ali BLACK ON WHITE �� xAM XPM FISH BARRIER o�� 2.0 SEC 2.0 SEC �dQ M8-1 X M D SR 19 MP 4.3 �QV FIELD LOCATE 1 MILE ± PRIOR TO CLOSURE BLACK ON ORANGE �❑ �Q�4' NOTES: O o aA 1. SEE STANDARD PLAN K-8010 FOR CLASS A CONSTRUCTION SIGNING INSTALLATION. Q d 0: LEGEND Is SIGN LOCATION -POST MOUNT (CLASS "A") - - - - - DETOUR ROUTE p m PORTABLE CHANGEABLE MESSAGE SIGN FILE NAME IIOROLYMFL011trefNclDesl n1Pro ectalR E G 10 N W I D E P R O J E C T S1XL6103 E29t Jefferson Co Remove Fish BarrlW CA01 Shoull IIesITZ WZTC1xl6103_PS_TC01.d in Plat 21 TIME 6:37:42 AM REGION I !TA E FED.AISR 19 ET AL PLAN REF NO No D PROJ.NO. DATE zfxefzozz _ — 10 wqs EAST JEFFERSON COUNTY DU1 PLOTTED BY varadyJ DESIGNED BY W. JUDGE JOB NUMBER ENTERED BY W. JUDGE 19C521 Washington State REMOVE FISH BARRIERS SHEET CHECKED BY J. VARADY CONTRACT Na LOCATION NO. Department of Transportation _ of PROJ. ENGR. J. BURNELL XL6103 - GATE — DETOUR PLAN SHEETS REGIONAL ADM. D. BIERSCHBACH REVISION DATE BY nzsfArP uox P.F. STAMP Sax JA rdu@ I UI 10 LEGEND SIGN LOCATION -POST MOUNT (CLASS "A") WARNING FLAG • Ir PORTABLE SIGNAL PAINTED STOP LINE 24" TEMPORARY TRANSVERSE Illlll 111111 RUMBLE STRIPS ® TRAFFIC SAFETY DRUM PORTABLE CHANGEABLE MESSAGE SIGN R10-6L UR' 24"x36" RED KA BLACK ON WHITE 40' t-" w 7 TEMPORARY STOP LINE US 101 JCT 4 MILES END ROAD WORK G20-2A 48"X24" 0 SR 104 SPEED R2-1 LIMIT 24"X30" 60 BLACK ON WHITE ®12. 800't 800't 800'1 700'1 (III I 171010't 350't 0 350't F Illlll "350't 350't 350't FOR PROJECT SPEED DETOUR INFORMATION LIMIT TRRFFIC 1-XXX-XXX-XXXX BE RUMBLE RUMBLE REVISION IX LOAT STRIPS 35 PREPARED STRIPS AHEAD TO STOP G24-501 �� 48"X36" > < > R2-1 24' X30" BLACK ON V 20-901 PHONE NUMBER TO BE W3-5 SEE NOTE 5 WHITE W20-7B SUPPLIED BY CN PIED PHONE NUMBER TO BE (DETOUR SUPPLIED BY CN PIED IE INFORMATION RUMBLE BE RUMBLE TRAFFIC PREPARED< > < > FEb :T� REVISION STRIPS TO STOP STRIPS W G AHEAD R2-1 M8-101 MOD 24"X30" 24" X 48" BLACK ON W23 7 G24-501 W3-3 BLACK ON ORANGE W23-7 W20-7B WHITE W3-5 4B'X36" VV20-901 SEE NOTE 5 SEE NOTE 5 t 350'1 354111 Illlll 350't 0 350't 7011111i Illlll 700't 800't 800't Bout SR 104 R2-1 SPEED END 24"X30" LIMIT ROAD WORK BLACK ON WHITE 60 G20-2A t 4V X24" TEMPORARY TRANSVERSE RUMBLE STRIPS z' 2' 2' LINE Own EDGE OF PAVED 50' NOTES RUMBLE 1 IF SHOULDER IS LESS THAN 4' IN WIDTH. SHORTEN THE RUMBLE STRIPS STRIP TO PROVIDE A MINIMUM OF A 4' CLEAR PATH ON SHOULDER SIDE OF ROADWAY FOR PEDESTRIANS AND BICYCLES. W23-7 y i i CONSTRUCTION SIGNING PLAN SR 104 AT CENTER RD NOT TO SCALE fiOLYMFLOtVtrafflclDOsi n1Pro ectBlR E G 10 N W i D E P R O J E C T SIxL6103 East Jefferson Co Remove Fish Basrlesl CADS SheetItes17Z N2TC\><I670312S_FI RE(%ON STATE FED.AID PROJ.NO. TIME f' 52.26.50 PM — Na DATE 5123/2022 10 'WAS roe NUMBER PLOTTED BY varadyj DESIGNED BY JUDGE I VARADY ENTERED BY JUDGE 1 VARADY No. CHECKED BY M. MIES CONTRACT PROJ. ENGR. J. BURNELL REGIONAL ADM. D. BIERSCHBACH REYISIOH DATE BY LOCATION Na XL6103 Page 2 of 13 BATS W23-7 SEE NOTE 5 lao MB-1D1 MOD za" x as' W3-3" BLACK ON ORANGE TO SR 3 JCT 11 MILES TEMPORARY STOP LINE I PCMS 1 2 SIGNAL 1 MILE AHEAD SLOW O STOPPED TRAFFIC 2.0 SEC 2.0 SEC NOTES 1 SEE STANDARD PLAN K-8010 FOR CLASS A CONSTRUCTION SIGNING INSTALLATION. 2 IF SIGNS ARE INSTALLED PRIOR TO THE DETOUR IS IN EFFECT THE SIGNS SHALL BE COVERED OR TURNED AWAY FROM VIEW OF TRAFFIC. AFTER THE DETOUR IS NO LONGER NEEDED THE SIGNS SHALL BE COVERED OR TURNED AWAY FROM VIEW OF TRAFFIC. 3 WHEN SIGNS W3-5, AND R2-1 ARE IN USE CONFLICTING SIGNS SHALL BE COVERED PER STANDARD SPECIFICATION 1-10.3(3)A. 4 ALL SIGNS SHALL BE 48" X 48" UNLESS OTHERWISE SHOWN ALL SIGNS SHALL BE BLACK ON ORANGE UNLESS OTHERWISE SHOWN. 5. TEMPORARY TRANSVERSE RUMBLE STRIPS, SEE DETAIL THIS SHEET AND SPECIAL PROVISIONS; "TEMPOPRARY TRANSVERSE RUMBLE STRIPS" DATE P.E. STAMP BOX MAP Washington State Department of TransportationOF SR 19 SWANSONVILLE CREEK Plot 1 SR 19 ET AL PLAN REF NO EAST JEFFERSON COUNTY TC1-A REMOVE FISH BARRIERS SHEET 32 74 TRAFFIC CONTROL PLAN SHEETS HR3-0159 Exhibit A LEGEND SIGN LOCATION - POST MOUNT (CLASS "A") WARNING FLAG i-b-- PORTABLE SIGNAL �r PAINTED STOP LINE 24" IIIIII IIIIII TEMPORARY TRANSVERSE RUMBLE STRIPS ® TRAFFIC SAFETY DRUM PCMS PORTABLE CHANGEABLE MESSAGE SIGN R10-6L STOP 24"x36" BLACK ON ---► WHITE 40' Ft~TO 180' TEMPORARY STOP LINE PORT HADLOCK-IRONDALE CENTER RD TEMPORARY 4 MILES STOP LINE 1500't 500't » 500't 500't 50a: 350'f TO 180' 500't (DETOUR rmtP R10-61- RED TRAFFIC BE 24"x36'RUMBLE BLACK ON REVISION PREPARED (, WHITE AHEAD< > 1 -10. 1 < > <1> TO STOP STRIPS W20-901 W3-3 DETOUR RUMBLE (j Q) BE \. TRAFFIC STRIPS 7 PREPARED REVISION t> < > < TO STOP AHEAD M8-101 MOD W23-7 24" X 48" W3-3 SEE NOTE 5 BLACK ON ORANGE W20-7B W3-3 W20-901 350't 4 500't 4 500't di 500't r 500't J snn,+ r M R2-1 SPEED 24"X30" LIMIT BLACK ON 50 WHITE TEMPORARY TRANSVERSE RUMBLE STRIPS 2' 2' 2' CENTER 01—m—lim-10 WIN LINE SEE NOTE I EDGE OF PAVED F SHOULDER 50' NOTES RUMBLE 1. IF SHOULDER IS LESS THAN 4' IN WIDTH. SHORTEN THE RUMBLE STRIPS STRIP TO PROVIDE A MINIMUM OF A 4'CLEAR PATH ON SHOULDER SIDE OF ROADWAY FOR PEDESTRIANS AND BICYCLES. W2 3-7 i FILE NAME {WRGlYINFIJ)1WaiTi00 TIME 12:26:17 PM DATE 5123/2022 PLOTTED BY varadw DESIGNED BY JUDGE I VARADY ENTERED BY JUDGE IVARADY CHECKED BY M.MIES PROD. ENGR. J. BURNELL REGIONAL ADM. D. BIERSCHBACH HR3-0159 Exhibit A CENTER RD END ROAD WORK 11 G20-2A 48"X24" CONSTRUCTION SIGNING PLAN CENTER RD NOT TO SCALE E G 10 N W I E P R O J E C T SVfL5103 East Jefferson Co Remove Flsh Rarrlesl CApI Shact IIes1TZ VYZTC1x16103 PS TC01 flEOION STATE FED.AID PROJ.NO. NO. — - 10 VAlAS JOB NIINBER CONTRACT NO. LOCATION NO. REVISION DATE BY XL6103 opTE P.E. STAMP BOX Page 3 of 13 W20-78 V123-7 W3-3 M8-101 MOD SEE NOTE 5 24" X 48" BLACK ON ORANGE QUILCENE 8 MILES PCMS 1 2 SIGNAL SLOW 01 1 MILE STOPPED AHEAD TRAFFIC 2.0 SEC 2.0 SEC NOTES 1 SEE STANDARD PLAN K-80.10 FOR CLASS A CONSTRUCTION SIGNING INSTALLATION. 2 IF SIGNS ARE INSTALLED PRIOR TO THE DETOUR IS IN EFFECT. THE SIGNS SHALL BE COVERED OR TURNED AWAY FROM VIEW OF TRAFFIC. AFTER THE DETOUR IS NO LONGER NEEDED THE SIGNS SHALL BE COVERED OR TURNED AWAY FROM VIEW OF TRAFFIC. 3 WHEN SIGNS W3-5, AND R2-1 ARE IN USE CONFLICTING SIGNS SHALL BE COVERED PER STANDARD SPECIFICATION 1-10.3(3)A. 4 ALL SIGNS SHALL BE 48" X 48" UNLESS OTHERWISE SHOWN ALL SIGNS SHALL BE BLACK ON ORANGE UNLESS OTHERWISE SHOWN. 5. TEMPORARY TRANSVERSE RUMBLE STRIPS, SEE DETAIL THIS SHEET AND SPECIAL PROVISIONS "TEMPOPRARY TRANSVERSE RUMBLE STRIPS"'E.A-utP Box Adw nnYF MAP Washington State Department of Transportation SR 19 SWANSONVILLE CREEK Plot 2 SR 19 ET AL PUN REP NO EAST JEFFERSON COUNTY TC2-A REMOVE FISH BARRIERS SHEET 33 OF TRAFFIC CONTROL PLAN 74 SHEETS EGG AND IRD HARD CLOSURE,SE LARSON LAKE RD CLOSURE TYPE & LOCATION (DURATION OF CLOSURE) LEGEND b SIGN LOCATION -TEMPORARY MOUNT i ® TRAFFIC SAFETY DRUM ROAD CLOSED R11-2 48"x30" BLACK/WHITE i PRIVATE DRIVE , cl ROAD PRIVATE DRIVE CLOSED R11-2 48"x30" DETAIL A BLACK/WHITE (HARD CLOSURE) TYPE 3 BARRICADE SR 19 ROAD CLOSURE WORK AREA NOT TO SCALE ic0esl nlPra eetsM E G 10 N W ID E P R 0 J E C T SIXL6103 East Jefferson Co Remove Fish BarrlcRl CAD% Sheer Nea%TT WZTCIx16703_PS_TCDI FILE NAME AOROLYMFLfNltraf REGION STATE FED.AID PRQJ.NO, TIME 12:26:22 PM NO. DATE 5123/2022 10 WAS PLOTTED BY vairadyl JOB NGMBER DESIGNED BY J. VARADY ENTERED BY J.VARADY CONTRACT NO IOGTIO1i NO. CHECKED BY M. MIES PROJ. ENGR. J. BURNELL XL6103 oATE REGIONAL ADM. �cawn D. RIERSCFIBACH PZMIOH DATE BY PE. STAMP Box Page 4 of 13 HR3-0159 Exhibit A "lt P e VS p BOX ROAD CLOSED 1000 FT 500`i W20-3 ROAD CLOSED 500 FT 500'� W20-3 EGG AND IRD LARSON LAKE RD Amok CIA Washington State Department of Transportation DETAIL B (SOFT CLOSURE) ROAD CLOSED 0.3 MILES AHEAD LOCAL TRAFFIC ONLY R11-3 60"x30" BLACK/WHITE ROAD CLOSED 1.6 MILES AHEAD LOCAL TRAFFIC ONLY R11-3 60" M" BLACK/WHITE 500'± ROAD CLOSED i 500 FT 19 W 500'± 20-3 ROAD i CLOSED 1000 FT DETAIL C W20-3 (SOFT CLOSURE) SR 19 SWANSONVILLE CREEK Plot 3 SR 19 ET AL PLAN REF NO EAST JEFFERSON COUNTY TC3-A REMOVE FISH BARRIERS SHEET 34 TRAFFIC CONTROL PLAN 74 SHEETS SR 104 EASTBOUND CENTER RD NORTHBOUND TEMP SIGNAL TEMP SIGNAL 2' = 2, n Lq TEMPORARY SIGNAL LANDING WITH 12" DIAM TEMP EXISTING EDGE LINE EXISTING DRAIN PIPE PAVEMENT PAVEMENT MARKING TRAFFIC SAFETY DRUM MARKING TRAFFIC SAFETY DRUM qu Ine y W3-3 .•H R10-6L 24" x 36" BLACK ON WHITE !? 1a co ,24r rr. - - - - - - - - - - - - - ra R10-6L 241 x 36" , BLACK ON WHITE Ae W3-3 rr SipP aiEo- SEE SIGN SEQUENCE SHEET TC1-A - ® c �_y SEE SIGN SEQUENCE SHEET TC1-A LEGEND SIGN LOCATION - POST MOUNT (CLASS "A") • It` TRAILER MOUNTED TEMPORARY SIGNAL PEDESTAL MOUNTED TEMPORARY SIGNAL TEMPORARY SIGNAL LANDING affffffri PAINTED STOP LINE 24" CONSTRUCTION NOTE FLAG ® TRAFFIC SAFETY DRUM �- TRAVEL DIRECTION OF OPEN LANE EXISTING TIMBER POLE WITH LUMINAIRE DETOUR CLASS A SIGNS & TEMPORARY SIGNALS SR 104 & CENTER RD NOT TO SCALE Flgk $aTrlesf CADI Sheet IlesiTZ WZTC1xl6103 PS r inrt_� FRMlTlGMJ4W Fj TIME '12:26:27 PM Flv 0L'%$K C V I U M w O U t Y K V J t G T SUCL6103 EilL Jlrlemon Co Rem FED.AID PROJ.NO. DATE 512312022 �Jfl.114M.EN PLOTTED BY Varadyj DESIGNED BY JUDGE IVARADYA ENTERED BY JUDGE /VARADY CHECKED BY M. MIES CONTRACT NO. LOCATION NO, XL6103 PROJ. ENGR. J. BURNELL REGIONAL ADM. D. BIERSCHBACH REVISION DATE BY /w�JO TAP INCIDENTALS TO PORTABLE TEMPORARY TRAFFIC SIGNAL - (APPROXIMATE QUANTITIES) ITEM QUANTITY UNM 12" DIAM. PIPE 20 L.F. EMBANKMENT COMPACTION 7 C.Y. 13RAVEL BORROW INCL. HAUL 7 C.Y. NOTES 1. SEE STANDARD PLAN K 80.10 FOR CLASS A CONSTRUCTION SIGNING INSTALLATION 2. FOR SIGN SPACING AND ADDITIONAL SIGNING ON SR 104 SEE TC1-A. 3. FOR SIGN SPACING AND ADDITIONAL SIGNING ON CENTER RD SEE TC2-A. 4. ALL SIGNS SHALL BE 48" X 48" UNLESS OTHERWISE SHOWN, ALL SIGNS SHALL BE BLACK ON ORANGE UNLESS OTHERWISE SHOWN. 5. AT LEAST 3 TRAFFIC SAFETY DRUMS SHALL BE INSTALLED IN A TAPPER AHEAD OF THE TEMPORARY TRAFFIC SIGNAL. 6. FOR TEMPORARY PAVEMENT MARKINGS SEE SHEET TC5-A. 7. SEE SPECIAL PROVISIONS: "PORTABLE TEMPORARY TRAFFIC CONTROL SIGNAL" FOR PORTABLE TEMPORARY TRAFFIC CONTROL SIGNAL AND TEMPORARY SIGNAL LANDING. A# Washington State Department of Transportation DATE PATE vv Il �x Pf.STAW SOY SR 19 SWANSONVILLE CREEK Plot 4 SR 19 ET AL PLAN REF NO EAST JEFFERSON COUNTY TC4-A REMOVE FISH BARRIERS SHEET 35 TRAFFIC CONTROL PLAN 74 SHEETS nrc-J-v 1Dy =11WIL M Page 5 of 13 CONSTRUCTION NOTES r\ INSTALL TEMPORARY STOP LINE, SHORT DURATION AT LJ INTERSECTION RADIUS RETURN. ~ y INSTALL TEMPORARY DOUBLE CENTERLINE YELLOW - FROM TEMPORARY STOP LINE. ' , .' --_� �"�� _ _ -= INSTALL TEMPORARY WHITE EDGE LINE. REMOVING MISCELLANEOUS TRAFFIC ITEMS - /• (APPROXIMATE QUANTITIES) •: / /; ITEM I QUANTITY UNIT REMOVING PAINT LINE 1,019 L.F. . TEMPORARY PAVEMENT MARKINGS - (APPROXIMATE QUANTITIES) REM TQUANTITYFUNT (DOUBLE YELLOW LLINE 536 L.F. 'WHITE EDGE LINE 483 L.F. STOP LINE 44 L.F. 1 lv� 236' D WF{IiE EDGE LINE LEFT. I 'L REMOA BEGIN DOUBLE YELLOW LINE REMOVAL / \ 52' BEGIN WHITE EDGE LINE REMOVAL LEFT END WHITE EDGE LINE LEFT ' G I E IF�CEI`i END DOUBLE YELLOW LINE MATCH EXISTING j 154' MATCH EXISTING 2 I I I— I— —I— —I I— I— —I— —I— —I— —I— —I— —I— —I— —I— —1- —1— —�— —I— —I— —1- —1--1--'"' - _-_ _---_-_-_- _ -•------- ---- -- ---------- ---------- -_- _ _ _ _" - 1 3 - SR 104 - SR 104— — o bo r - —1 —I— —I— I— —I— —I— —I— —I— —I— —I— —I— —I— —I— —I— —I— —I— I— —I— —I— —1- -1� --E- -7� -1- —l� —I— —I— —I— —3— —]— �I— —I— —I� —I— —i —I— —I— —I— —I— •-I— —I— —I— —I— —I— —I— —I— —I— —I— —I— —I— —I —I— —I— —I— —I— —I— —I— —I— —I— —I— —I— —I— — MATCH EXISTING LEGEND PAINTED STOP LINE 24" O CONSTRUCTION NOTE FLAG TRAVEL DIRECTION OF OPEN LANE FILE NAME 110ROLYMFL0151 TIME 12:26:33 PM DATE 512312022 PLOTTED BY valadA DESIGNED BY J. VARADY ENTERED BY J. VARADY CHECKED BY M.MIES PROJ. ENGR. J. BURNELL 300' E G IO N W ID E PROJE 54' 128' LANE SHIFT / SHOULDER TAPER MATCH EXISTING BEGIN TAPER MATCH EXISTING TEMPORARY PAVEMENT MARKING PLAN SR 104 AT CENTER ROAD NOT TO SCALE EastJaftroon Co Remove Fish SarriCsL CAD( Sheel llastT2 WZTCLx16103-PS-TC01.d n "'ATE FED.AID PROJ.NO, ii NO. 1D WAS CONTRACT NO. XL6103 tln• Page 6 of 13 DATE 52' P.E. STAMP DOx 6�w 148' END TAPER MATCH EXISTING NOTES 1. TEMPORARY PAVEMENT MARKINGS SHALL BE -SHORT DURATION. 2. SEE SHEET SP1-A FOR PAVEMENT MARKING REMOVAL QUANTITIES. 3. ALL TEMPORARY PAVEMENT MARKINGS SHALL BE SHORT DURATION, 4. TEMPORARY DOUBLE YELLOW CENTERLINE, SEE SPECIAL PROVISIONS; "TEMPOPRARY DOUBLE YELLOW CENTERLINE". A Washington State Department of Transportation SR 19 SWANSONVILLE CREEK Plot 5 SR 19 ET AL PLAN REF NO EAST JEFFERSON COUNTY TC5-A REMOVE FISH BARRIERS SHEET 36 OF 74 TRAFFIC CONTROL PLAN SHEETS REGIONAL ADM. D. BIERSCH' HR3-0159 Exhibit A REVISION SIGN SPACING = X (1) RURAL HIGHWAYS 60 165 MPH 800, RURAL ROADS 45 / 55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS, DRIVEWAYS, AND OTHER SIGNING. (2) W20-713 SIGN AND PCMS ARE OPTIONAL IF THE SPEED LIMIT IS 40 MPH OR LESS 00 100' SEE SIGN 6 DEVICES SEQUENCE A MIN LEGEND b SIGN LOCATION -TEMPORARY MOUNT ® TRAFFIC CONE TYPE 2 BARRICADE rp-c—m-sl PORTABLE CHANGEABLE MESSAGE SIGN FLAGGING STATION PROTECTIVE VEHICLE - ATTENUATOR OPTIONAL FOR SPEEDS 40MPH OR LESS WORK AREA B FILE NAME 11OROLYMFL0111rafflc1De51 nlPry ectslR E G 10 N W ID E P R TIME 12:26:38 PM DATE 512312022 PLOTTED BY r DESIGNED BY J. VARADY ENTERED BY J.VARADY CHECKED BY M.MIES PROJ. ENGR. J. BURNELL REGIONAL ADM, D. SIERSCH13ACH HR3-0159 Exhibit A R /IX BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 1 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,OOD HOST VEHICLE WEIGHT lbs. > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SEQUENCE A SR 19 Oz z0 00I= g� LL SIGN SEQUENCE A OR B" <i> RE ONE LANE ROAD PREPARED> < ROAD WORK roSTOP AHEAD AHEAD x W20-7a x •'W20-7e W20-4 W20-1 ®® 1l2 MILE+/- a N a a a " SIGN SEQUENCE "B" DOES NOT CONTAIN A PCMS MESSAGE BOARD " OPTIONAL IF 40 MPH OR LESS FLAGGING STATION MIN. 3 DEVICES —PCMS 1 2 FLAGGER EXPECT AHEAD XX MIN 1 MILE DELAYS 2.0 SEC 2.0 SEC LOCATE AS SHOWN XX USE ESTIMATED DELAY OF TIME, UP TO 15 MIN. MAX. NOTES: SEE SPECIAL PROVISIONS: "PUBLIC CONVENIENCE AND SAFETY -CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS. ALL SIGNS SHALL BE 48" X 48", UNLESS OTHERWISE SHOWN. ALL SIGNS SHALL BE BLACK ON ORANGE, UNLESS OTHERWISE SHOWN. PROTECTIVE VEHICLE REQUIRED - MAY BE A WORK VEHICLE FOR SPEEDS 40 MPH OR LESS. EXTEND CHANNELIZING DEVICE TAPER ACROSS SHOULDER. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE SECTION 1-10.3(1)A, WHEN USED, THE DOWNSTREAM TAPER DEVICE SPACING SHALL BE 20' O.0 8. THIS PLAN CAN BE MODIFIED TO CLOSURE OPPOSITE LANE ON SWANSONVILLE RD. INTERSECTION LANE CLOSURE - TWO LANE ROADWAY SWANSONVILLE RD NOT TO SCALE C T S%XL6103 East Jeftmen Co Remove Fieh Ba"lusl CAM Sheet IlcaITZ WZTCIxl61U3 PS iC61.d rT A*N*` STATE FEMAID PROINO. 10 WAS UMBER CONTRACT NO. I LOCATION NO DATE I BY. DATE — —F - PE STANP BO% P.E, b*FMP e0% Page 7 of 13 AI Washington State Department of Transportation SR 19 SWANSONVILLE CREEK SR 19 ET AL EAST JEFFERSON COUNTY REMOVE FISH BARRIERS TRAFFIC CONTROL PLAN PLAN REF NO TC6-A - SHEET 37 OF SHEETS74 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 8' 40 40 60 90 120 130 150 160 170 190 10, 40 60 90 90 150 170 190 200 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THAN 8'. PCMS 1 2 SHOULDER CLOSED AHEAD 1 MILE AHEAD 2.0 SEC 1 2.0 SEC LOCATE AS SHOWN LEGEND SIGN LOCATION -TEMPORARY MOUNT (CLASS "B") TRAFFIC CONE TRAFFIC SAFETY DRUM TRAVEL DIRECTION OF OPEN LANE PROTECTIVE VEHICLE -ATTENUATOR OPTIONAL, FOR SPEEDS 40MPH OR LESS PROTECTIVE VEHICLE EM PORTABLE CHANGEABLE MESSAGE SIGN WORK AREA j i s W—C E G 10 N W T D E P R O TIME 12:26:44 AM DATE 512312022 f PLOTTED BY varadyl DESIGNED BY W. JUDGE _ ENTERED BY W. JUDGE CHECKED BY J. VARADY PROJ. ENGR. J. SURNEI.L REGIONAL ADM. D. BIERSCHBACH REVISION _ MILE+/ - SIGN SPACING = X (1) FREEWAYS & EXPRESSWAYS 55 170 MPH 1500't RURAL HIGHWAYS 60 l65 MPH 800't RURAL ROADS 45 / 55 MPH 509t RURAL ROADS & URBAN ARTERIALS 35 140 MPH 35Ut RURAL ROADS & URBAN ARTERIALS 25 130 MPH 200't (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100't (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANC RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS, (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. a X is I T MIN .. .....------... Y a ®®® °Q X X L/3 B _`1 �_ R �� ROAD WORK SHOULDER SHOULDER AHEAD WORK CLOSED W20-1 W21-5 W20-301 SHOULDER CLOSURE -HIGH SPEED (> 40 MPH) IN 1 0' MIN �..----------I---- --- ....... �- X X L/3 B I R ROAD WORK SHOULDER AHEAD WORK / W20-1 W21-5 SHOULDER CLOSURE - LOW SPEED (5 40 MPH) 03 East jvrferson Co Remove Flsh Barriesl_CA01 S' RE010N :iAl[. FED.AID PROJ.NO. NO. 10 WAS JOB NUMBER CONTRACT NO LOCATION NO XL610 3 DATE NOT TO SCALE tsITZ WZTC1x16103_PS_TC01 Page 8 of 13 GATE SOX l �50' ni. STAMP SOX BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 1 50 55 60 65 70 LENGTH (Feet) - 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' 100, 150' CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 5onO 40 80 35145 30 60 25/30 20 40 NOTES: 1 SEE SPECIAL PROVISIONS : "PUBLIC CONVENIENCE AND SAFETY - CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS. 2. ALL SIGNS SHALL BE 48" X 48", UNLESS OTHERWISE SHOWN. ALL SIGNS SHALL BE BLACK ON ORANGE, UNLESS OTHERWISE SHOWN 3. PROTECTIVE VEHICLE REQUIRED - MAY BE A WORK VEHICLE FOR SPEEDS 40 MPH OR LESS. 4. EXTEND CHANNELIZING DEVICE TAPER ACROSS SHOULDER. 5. PCMS SHALL NOT BE PLACED IN GORE. PCMS SHALL HAVE MINIMUM 4' CLEARANCE TO TRAVELED LANE- 6. DURING HIGH SPEED CLOSURE NO ENCROACHMENT ON TRAVELED LANE IF ENCROACHMENT IS NECESSARY, LANE SHALL BE CLOSED USING AN APPROVED PLAN 7. THIS PLAN SHALL BE USED TO INSTALL AND REMOVE CLASS A SIGNS ONLY. 8 CLOSURES NEAR INTERSECTIONS SHALL NOT BLOCK SIGHT DISTANCE FOR VEHICLES ENTERING FROM THE SIDE ROAD. SR 19 SWANSONVILLE CREEK Plot 11 SR 19 ET AL PLAN REF NO TWO EAST JEFFERSON COUNTY TC7-A Washington State REMOVE FISH BARRIERS SHEET Department of Transportation _ o$ TRAFFIC CONTROL PLAN 74 SHEETS HR3-0159 Exhibit A PCMS 1 �2 TREE EXPECT FALLING 15 MIN AHEAD DELAYS 2.0 SEC 1 2.0 SEC LOCATE AS SHOWN LEGEND SIGN SPACING = X (1) RURAL HIGHWAYS 60 /65 MPH 800'± RURAL ROADS 45155 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 350'± RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 130 MPH 200'± (2 ) URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN ROADWAY CONDITIONS. ACCOMMODATE URBAN AREAS TO FIT '" OPTIONAL IF 40 MPH OR LESS W20-7A W20-713 "• W20-7A W20-1 . RE ROAR 50' MIN PREPARED> < WORK 1 00'MAX TO STOP MEAD 6 DEV MINI__ X I X I X I X 1 1 ,MILE+/- W A �^ ._. _._. ... .. .... ............. 1 MILE+/- X X 50' MIN ' 1M6 DEV MIN AX ROAD BE WORK PREPARED AHEAD TO STOP W20-1 ** W20-7A W20-713 W20-7A SIGN LOCATION - TEMPORARY MOUNT TRAFFIC CONES TRAFFIC SAFETY DRUM TRAVEL DIRECTION OF OPEN LANE PORTABLE CHANGEABLE MESSAGE SIGN FLAGGING STATION SHORT TERM TRAFFIC STOP FOR TREE FALLING OPERATION NOT TO SCALE Remove Fish 8arrlgsl CADI Shcel Ha61T2 WJT006103 PS TI •�� nvnv�I nTI. rFQ TIME 12:26:49 PM DATE 5123/2022 PLOTTED BY varady' VCtSIM C U I U N W 1 U C r K U J C V I alALCIUJ r2sl JQIrerserl (;O REIOIION BTATE FED.AID PROJ.NO. LOCATWN NO. XL6103 10 WAS DESIGNED BY W. JUDGE JOB NUMBER ENTERED BY W. JUDGE CHECKED BY J. VARADY CONTRACT NO. PROJ. ENGR. J. BURNELL REGIONAL ADM. D. BIERSCHBACH REVISION DATE BY DATE P.E. STAMP DD% Page 9 of 13 NOTES 1. SEE SPECIAL PROVISIONS : "PUBLIC CONVENIENCE AND SAFETY -CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS. 2. DURING TREE FALLING OPERATION, FLAGGERS SHALL BE PLACED AT ALL ACCESS POINTS TO CONTROL VEHICLES FROM ENTERING THE AREA. 3. AT NO TIME SHALL TRAFFIC ON ROADWAY BE STOPPED FOR LONGER THAN 15 MINUTES. 4. ALL SIGNS SHALL BE 48" X 48", UNLESS OTHERWISE SHOWN. ALL SIGNS SHALL BE BLACK ON ORANGE, UNLESS OTHERWISE SHOWN. SR 19 SWANSONVILLE CREEK sssPlot TT SR 19 ET AL PLAN REF NO WI/ EAST JEFFERSON COUNTY TC8-A Washington State REMOVE FISH BARRIERS SHEET Department of Transportation 39 OF 74 TRAFFIC CONTROL PLAN i SiAyi• BOX "A iT SHEETS "7 J-V I J`J CAI IIUII H SIGN SPACING = X (1) RURAL HIGHWAYS 60 165 MPH 800' RURAL ROADS 45 / 55 MPH 500' RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' RURAL ROADS, URBAN ARTERIALS 25 130 MPH RESIDEN AL BUSINESS DISTRI&S 200' URBAN STREETS 25 MPH OR LESS 100' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS, DRIVEWAYS. AND OTHER SIGNING. (2) W20-7B SIGN AND PCMS ARE OPTIONAL IF THE SPEED LIMIT IS 40 MPH OR LESS. 100, SEE SIGN 50' TO SEQUENCE A LEGEND b SIGN LOCATION -TEMPORARY MOUNT ® TRAFFIC CONE TYPE 2 BARRICADE PCMS PORTABLE CHANGEABLE MESSAGE SIGN FLAGGING STATION ¢ PROTECTIVE VEHICLE - ATTENUATOR OPTIONAL FOR SPEEDS 40MPH OR LESS WORK AREA BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 1 30 35 40 1 45 1 50 55 j 60 65 70 LENGTH (feet) 155 200 250 305 L360 1 425 1 495 1 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 1 00'150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED R B 100, SEE SIGN 6 DEVICES SEOUENCE A MIN ®® o I I 0 ' w J I J 0 I F- I z' O CU Z O z ♦— 0 U F W to a � � OLLI I Z to , t I I CA w iz7 z ww Lu [i ww to N F FLAGGING STATION MIN. 3 DEVICES ALTERNATING ONE-WAY TRAFFIC FLAGGER CONTROLLED NOT TO SCALE FILE NAME V10R0LYMFL01%trafliC%Desl nl roj ect:slR E G 10 N W I D E P R O J E C T 5%XL6103 East Jefferson Co Remove Fl-ah Barrlea% CAD% 5 TIME 12:26:55 PM RE! """ FED.AID PROJ.NO. DATE 512312022 PLOTTED BY varadyj DESIGNED BY W. JUDGE ENTERED BY W. JUDGE CHECKED BY J.VARADY PROJ. ENGR. J. BURNELL REGIONAL ADM. D. BIERSCHBACH REVISION DATE HR3-0159 Exhibit A 10 JOB CONTRACT NO. LOCATION NO XL610 3 DATE sin N•� nni Page 10 of 13 P.E. STAMP BOX SIGN SEQUENCE A OR W [7Z �\ 00 // TQ asTOP% AHEAD AHEAD 0O (D W20-7A **W20-76 W20-4 W20 1 ® ® LL� 112 MILE+/- x x � _ x x SIGN SEQUENCE "B" DOES NOT CONTAIN A PCMS MESSAGE BOARD OPTIONAL IF 40 MPH OR LESS PCMS 1 2 FLAGGER EXPECT AHEAD XX MIN 1 MILE DELAYS 2.0 SEC 2.0 SEC LOCATE AS SHOWN XX USE ESTIMATED DELAY OF TIME, UP TO 15 MIN. MAX. NOTES: 1. SEE SPECIAL PROVISIONS: "PUBLIC CONVENIENCE AND SAFETY -CONSTRUCTION UNDER TRAFFIC" FOR WORK HOUR RESTRICTIONS. 2. ALL SIGNS SHALL BE 48" X 48", UNLESS OTHERWISE SHOWN. ALL SIGNS SHALL BE BLACK ON ORANGE, UNLESS OTHERWISE SHOWN. 3. PROTECTIVE VEHICLE REQUIRED - MAY BE A WORK VEHICLE FOR SPEEDS 40 MPH OR LESS. 4. IF A SIGNAL IS PRESENT, IT SHALL BE SET TO "RED FLASH MODE" OR TURNED OFF DURING FLAGGING OPERATIONS 5. EXTEND CHANNELIZING DEVICE TAPER ACROSS SHOULDER. 6. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS SEE SECTION 1-10.3(1)A. 7. WHEN USED, THE DOWNSTREAM TAPER DEVICE SPACING SHALL BE 20' O.C. 8. CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS ROUTES IN ACCORDANCE WITH WSDOT FIELD GUIDE FOR ACCESSIBLE PUBLIC RIGHT OF WAY. Adw II/ Washington State Department of Transportation SR 19 SWANSONVILLE CREEK Plot 14 SR 19 ET AL PLAN REF NO EAST JEFFERSON COUNTY TC9-A REMOVE FISH BARRIERS SHEET 40 OF 74 TRAFFIC CONTROL PLAN SHEETS LEGEND EACLEMONT VSR1 RDSIGN LOCATION -POST MOUNT (CLASS "A")------ DETOUR ROUTE AQ,PCMS PORTABLE CHANGEABLE QMESSAGE SIGN LT ?n e SEE SHEETS TC1-A AND TC2-A FOR / r ■ DETOUR SIGN LOCATIONS r SEE SHEETS TC11-A FOR DETOUR SIGN LOCATIONS 441 m-1 104 1�0� o� 'gyp° SR104 MP 9.80# LT TIME 12:27:01 PM DATE 5123/2022 PLOTTED BY varadyl DESIGNED BY W. JUDGE ENTERED BY W. JUD01 CHECKED BY J. VARAD PROJ. ENGR. J. BURNIE REGIONAL ADM. D. BIERS( HR3-0159 Exhibit A O - ■ • MB-101 MOD 24" X 48" BSR1LACK �■, 9 MP g 1R1NLTE OG■ DETOUR +■■.CENTER Ili] WEsr V4iEEY f +■ RD w Y Q MB-101 MOD ,♦ `♦ 24" X 48" z BLACK ON ORANGE 200± LT FROM �♦ DETOUR - - - - - - - -- .__- No MO-101 MOD 24" X 48" INTERSECTION a BLACK ON ORANGE e �— DETOUR -` 100'± LT FROM DETOUR INTERSECTION r Ew DETOURG20-2A DEiDON 9 � M8-101 MOD 24" X OR BLACK ON ORANGE 48" X 24" BLACK ON ORANGE { 325'± LT FROM CO MP 4 98± RT INTERSECTION 0 z CO- MP 5-09± LT DETOUR a CD -- " 9 : M8 101 MOD (� — 24" f 19 w X W' LAC O ORANGE T4 ROAD INSTALL 21 DAYS WILL BE PRIOR TO CLOSURE CLOSED R11-1501 MOD D 48" X 60" A MON DI BLACK ON WHITE UN XPM 300'± RT SOUTH OF WANSONVILLE RD mr�o E G 1 0 N W I E P R O J E C T SixL6103 East JBIf0rsen Co R!r 10 IWAI JOB NUMBER R11-1501 MOD ROAD 48" X 60" WILL BE BLACK ON WHITE 7 INSTALL 21 DAYS CLOSED PRIOR TO CLOSURE MON DA MON DA 30'± LT SOUTH OF SWANSONVILLE RD xAM XPM FISH BARRIER SR 19MP 4.30 00 FED.AID PROJ.NO. CONTRACT NO I WCMIOr N0. REVISION DATE BY XL6103 P.E. STAMP Page 11 of 13 .ATE P.E-ATAMP M8-101 MOD 24" X 48" BLACK ON ORANGE 200'± LT FROM INTERSECTION TO PORT TOINNSEND KALA PT PCMS__ 1 2 HWY 19 CLOSED FOLLOW AT MP 4 DETOUR ST 2.0 SEC 2.0 SEC NI NOTES: 1. SEE STANDARD PLAN K-80.10 FOR CLASS A CONSTRUCTION SIGNING INSTALLATION. I!/ Washington State Department of Transportation SR 19 SWANSONVILLE CREEK f'Io! 2 ; SR 19 ET AL PUN REP NO EAST JEFFERSON COUNTY DU1-A REMOVE FISH BARRIERS SHEET 41 DETOUR PLAN S74 74 EXISTING MP 8 91 kDR IN Pt Lud(OW P'f Hadloc% 11• • E� PCMS 1 2 HWY 19 USE CLOSED ALT AT MP 4 ROUTE 2.0 SEC 2.0 SEC -A w M EXISTING MP 8 32 FILE NAME TIME 110ROLYMFL0111 12:27:08 PM DATE 512312022 PLOTTED BY varadyl DESIGNED BY W.JUDGE ENTERED BY W.JUDGE CHECKED BY J.VARADY PROJ. ENGR. J. BURNELL REGIONAL ADM. D. BIERSCHI 0 LEI EXISTING MP 9.05 EXISTING MP 9.31 EXISTING MP 9.39 104 ~~~•• 14 13 � 19 12 � 11 19 12 1 � 14 Ntt Lqdhow- P EXISTING - - MP 8.38 EXISTING MP 8.47 Ieinaslan9goIacmlR E G 10 N W ID E P R ❑ J E C T SIXL61 EXISTING EXISTING MP 8 57 MP 8.79 East Jefferson Cc Remove Fish Barrlesl CADI Sheet STATE FED.AID PROJ.NO. No. 10 WAS JOB NUMBER CONTRACT NO. LOCATION NO. O EXISTING MP 9.44 EXISTING MP 9.50 16 17 IDETOUA IDETOUB A � will + MB-101 MOD M8-101 MOD 24" X 48" 24" X 48" BLACK ON ORANGE BLACK ON ORANGE SR19 MP 0 05± LT SR104 MP 8 96± RT XL610 3 DATE REVISION DATE 1 BY I I P.E. STAMP BO% EXISTING MP 9.54 r—U—SE-1 8D N T itaM BD z c� U) c7 F f 1e roll AHEAD OF EXISTING SIGN DETOUR 15 MP 8.79 G20-2A 12 MP 8.38 48" X 24" BLACK ON ORANGE SR104 MP 8.93± LT 11 MP 8.32 AdML _/A Washington State Department of Transportation EXISTING MP 9.63 EXISTING MP 9.79 20 FOLLOW DETOUR z 2 In 0 W20-2 F Z 10'± LO X Lu d � AHEAD OF EXISTING SIGN <4�MP 9.31 <7}MP 9.50 SR 19 SWANSONVILLE CREEK Plot 22 PLAN REF NO SR 19 ET AL EAST JEFFERSON COUNTY DU2-A SHEET REMOVE FISH BARRIERS 42 OF 7ET SHEETS _ DETOUR PLAN HR3-0159 Exhibit A oV� " "' '� 1 (******) 2 Road Closure Requirements 3 SR 19 4 The Contractor will be allowed a one-time full roadway closure for a maximum of 10 5 consecutive calendar days for the installation of Contractor Designed Buried 6 Structure No. 1 and full reconstruction of the SR 19 roadway. Work for the full 7 roadway closure will be considered complete and the road ready to open to traffic 8 when all segments of the Contractor Designed Buried Structure No. 1 and wing walls 9 have been installed and backfilled per the Plans, all paving and temporary pavement 10 markings are complete, all guardrail elements are installed, all Contractor equipment 11 and personnel are cleared from the roadway clear zone, and all signs, barricades, 12 and PCMS's pertaining to the road closure and detour have been covered, removed, 13 or turned off, or as determined by the Engineer. The roadway shall not be opened to 14 traffic before the final lift of HMA is placed and unrestricted traffic flow will not be 15 allowed until all highway safety elements are in place. 16 17 The full roadway closure shall begin on or after September 5, 2023 and be 18 complete on or before September 30 2023, unless otherwise approved by the 19 Engineer. During the 10-day closure, Saturdays and Sundays will be counted as 20 working days. 21 22 The Contractor shall select the specific closure dates within this period and notify the 23 Engineer in writing of the scheduled dates a minimum of 30 calendar days prior to 24 the planned start of closure. Only extreme weather events or extenuating 25 circumstances, as determined by the Engineer, will be considered allowable reasons 26 to change the planned start date after notification has been given. The Engineer may 27 deny approval of the Contractor's selected start date if the required advanced 28 notification is not received. The dates of the one-time full roadway closure shall be 29 displayed on PCMS boards and Class A signs at the project site for 7 days in advance 30 of the closure, as shown in the Plans. See Sheet TC9-A. 31 32 The total duration of the closure shall not exceed 240 hours. The measurement of 33 the closure period will begin at 6:00 AM on the planned full closure start date, or as 34 approved by the Engineer. Failure to complete the work described above and reopen 35 the roadway to traffic by the end of the closure period will result in the assessment 36 of Liquidated Damages, per these Provisions. HR3-0159 Exhibit A Page 13 of 13 Video log by: Date of video log: Inspected by: Date of inspection: General Comments: Specific Comments: HR3 0159 Exhibit B Record of Condition Prior to Detour Usage of WSDOT of WSDOT of Thurston County Road/Street Milepost/Location Comments Page 1 of 2 HR3 0159 Road/Street Milepost/Location Comments Page 2 of 2 HR3 0159