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HomeMy WebLinkAboutPW WSDOT Detour Agrmt HR3 0191 SR104 Roundabout 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: January 2, 2024 Subject: WSDOT Local Agency Haul Road/Detour Agreement (Detouring Paradise Bay Rd. and Shine Rd. Traffic during SR104 Paradise Bay Rd. Roundabout construction) Statement of Issue: Sign the attached WSDOT Local Agency Haul Road/Detour Agreement for detouring Paradise Bay Rd. and Shine Rd. traffic during the SR104 ® Paradise Bay Rd. Roundabout construction Project. Analysis/Strategic Goals/Pro's Et Con's: WSDOT proposes to intermittently close Paradise Bay Rd. and Shine Rd. at the SR104 intersection for periods during construction of the SR104/Paradise Bay roundabout. Construction is scheduled in the spring and summer of 2024. The detouring of county road traffic should be limited to the period between April 1 and July 30, 2024. Most construction activity will occur between 9 PM and 6 AM. However, detouring of county road traffic may continue outside the active construction hours. SR104 traffic will not be detoured onto county roads. 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 County roads 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 the WSDOT Local Agency Haul Road/Detour Agreement to allow detouring of Paradise Bay Road and Shine Road traffic during the SR104 ® Paradise Bay Roundabout 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) Reviewed By: 41-1 :%% 1. to0 3 Mark McCauley ounty Administrator� D CONTRACT REVIEW FORM Clear Form (INSTRUCTIONS ARE ON THE NEXT PAGE) CONTRACT WITH: Washington Dept.of Transportation Contract No: -1 V c /3 j Contract For: Agreement-SR104/Paradise Bay Roundabout Detours Term: Sept 1, 2023 COUNTY DEPARTMENT: Public Works Contact Person: Bruce Patterson Contact Phone: 360-385-9169 Contact email: bpatterson@co.jefferson.wa.us & cspall@co.jefferson.wa.us AMOUNT: a PROCESS: Exempt from Bid Process Revenue: 0 Cooperative Purchase Expenditure: o Competitive Sealed Bid Matching Funds Required: 0 Small Works Roster Sources(s) of Matching Funds Vendor List Bid Fund# none _., RFP or RFQ Munis Org/Obj if Other:Agreement with WSDOT APPROVAL STEPS: STEP 1: DEPARTMENT CERTIFIES CON' NCE WITH JCC 3.55.080 AND CHAPTER 42.23 RCW. CERTIFIED: 11 N/A:1 i 1 ,3U��_, �z.. . 2,1 z 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: Pi IT r--)P j Z` I z 3 Signature Date STEP 3: RISK MANAGEMENT REVIEW(will be added electronically through Laserfiche): ,/ Electronically approved by Risk Management on 12/26/2023. STEP 4: PROSECUTING ATTORNEY REVIEW(will be added electronically through Laserfiche): lectronically approved as to form by PAO on 12/22/2023. Approved as to form by PAO 12.22.2023 STEP 5: DEPARTMENT MAKES REVISIONS & RESUBMITS TO RISK MANAGEMENT AND PROSECUTING ATTORNEY(IF REQUIRED). STEP 6: CONTRACTOR SIGNS STEP 7: SUBMIT TO BOCC FOR APPROVAL 1 Washington State Adft �� Department of Transportation Local Agency Haul Local Agency and Address Road/Detour Agreement Jefferson County Public Works SR104 @Paradise Bay Rd. Roundabout Detours 623 Sheridan StreetPort Townsend, WA 98368 Agreement Number HR3 0191 Section/Location State Route Number Control Section Number SR 104 160700 See Exhibit A Region Olympic Intended Use (Haul Road or Detour Road) Detour Road Vehicle Restrictions N/A Description of Roads or Streets See Exhibit 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 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 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 07/2018 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: Printed: Title: Jefferson County BOCC Chair I Title: Date: Approved as to form only: &UJ?o--9 ,_b • 12/22/2023 Barbara Dykes Ehrlichman Date Civil. Deputy Prosecuting Attorney Date: DOT Form 224-014 Page 2 of 2 Revised 07/2018 48" ROAD CLOSED � M1LE 48" W20-3 30" aNE to 9" D3-201(5C) 2 0 '+/ 48" 11020.2 30" aIR to g'• D3-201(SC) 17:52:39 l—MU" _ _ SaneheD2 30" IETaUR EN E[ M 30" 0 30" M4-9MOD DETWR 30" 40CLY INYAIE iAL} 24" M4-9 R11-5 (BAN) 30" LOCAL oxLr >� R11-5 ( (B OEEaOR J illk q 3r M4-9R 30" Lock iRAFD[ 24" ONLY R11-5 (BMA d8" DETOU AHEAD W20-2 30" awE xN g" D3-201(SC) 30,E 24•• rAy ti �h c _. At a 50" ROAD CLOSED 2 MILES AHEAD 30" LDCAL TRAFFIC ONLY R11-3 (B/W) Sad P 0� �P REVISION 30" 30" DEi00R aINE Ro DETOOR 30" aINF - 30" ♦ M4-9L M4-9MOD 30" LOCAL 2q" 30" 24" ad R11-5 (BNY)R1/W� 21 C523 mneAer M: H R3 0191 48" 4B" LEGEND- ROAD IN TEMPORARY SIGN Exhibit A �I~T0� CLOSED AHEAD A>IEAp TYPE III BARRICADE 48.. ROAD CLOSED W20-2 W20-3 301• 30• f DETOUR ROUTE E!E Mj g- aNE b g^ D3-201(SC) D3-201(SC) NOTES. 30" 1- ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE NOTED RfiOVR 2 SIG 01N LOCATIONS ARE APPROXIMATE, SEE TC1-E FOR SIGN -0 30 SPACING BASED ON POSTED SPEED LIMITS M4-9MOD 3 PLACE ALL SIGNS PRIOR TO CLOSING SHINE ROAD. SIGNS SHALL 30" BE COVERED OR TURNED AWAY FROM VIEW OF TRAFFIC WHEN Fl3wl DETOUR IS NOT IN EFFECT. 48" r c.+N 24" 30" 4 PLACE ADVANCE NOTICE SIGNING (R11-1501) FOR ROAD CLOSURE ROAD R11-5 (BIW) DETOVR MINIMUM OF 14 DAYS PRIOR TO CLOSING ROAD, WILL BE ERAE No 30" CLOSED 60L41 5 IF CLOSURE AND DETOUR ARE IMPLEMENTED FOR 7 OR MORE M4-9R DAYS,TEMPORARY SIGNS MUST BE CLASS A AND POST -MOUNTED. 12/10-12/H 1 cxr- 5 3v R71-1501 (BIW) rlwTc 24" UPCOMING CLOSURE ArL* DATES & TIME R11.5 (BIW) UPDATED WEEKLY 30" DerduR alN Ea 30" T p4 M4-9 fD4 �vQ' 30" SHINE nil�' LOck iRAFFIL yq" 1111-5 (B/W) Ag" CO ET OU HEA 48'48 ROAD ROAD CLOSED 48'• CLOSED 30 aNE xo 9' AHEAD 46" ROAD R11-2 (BIR) D3-201(5C)0 ROAD30 ae' as" W20-3 WILL BE CLOSED r CLOSED so'• R11-2 (BIW) DETOUR 18" 12/10-12/14 M4-10R 9001'M-549AM RII-1501 (BIN) UPCOMING CLOSURE DATES & TIME UPDATED WEEKLY rf 1----ice 0 1750 3500 SCALE IN FEET FED.AiD PROJ.NO. n r;,�, f yy Y SR104 PARADISE BAY TO SHINE RD AP DU1-E JAMBS Washington State INTERSECTION SAFETY IMPROVEMENTS ~ Department of Transportation XL51}[�18 _ TE SHINE ROAD DETOUR AxE,R ETOU AHEAD 48" 36" W30. xwriu 9" DEMUR 36" D3-201(SC) M4-9 MOD 36" 36" M4-9R MOD 36" M" c WR'A'36" OETQllR36" WSL MOD M4-9 MOD 36"FFI DETOU 36" I ir M4-9 MOD 36" I 36" 1-1 M4-9 MOD Teal Lake u M4-9 MOD A= 48 ROAD 36" CLOSED DO& 36" u 3 MILES 1e'� AB" M4-9R MOD W20.3 G, 54" a rANAnAc eAr Ao 9" - - D3-201(5C) - _ 30" 104 DR �AMNEIOUa n B" V W20-2 5,. rAAARAr Far AO 9" D3-201(SC) 0 2500 5000 SCALE IN FEET M4-9L • • 30" asroux 30" 30„ DETOUR M4-9L ° _ 30"~ ♦ DLTauR M4-9L aivwo 30" i M4-9R •may,, iir"aq`o 30" M4-9 MOD 30" OCTDUR 30,E 4-1 M4-9L 30" DETDOR M4-9R 60" ROAD CLOSED 2 MILES AHEAO LOCAL TRAFFIC ONLY 1111-3 (BIW) 36" i OEipUR 36" M4-9 MOD 48" Erau AHEAD 48" ` \l W20-2 30" :w mA J 9„ D3-201(SC) \\1 48" ROAD wiLL a CLOSED 60" IznO-rzn4 VOOPM-SUGAY R11-1501 (BIW) UPCOMING CLOSURE DATES 8 TIME UPDATED WEEKLY 104 SEE DETAIL A RD _ C a8" _ ETOi] AHEAD 4$" W20-2 54" rAnAOMc ur Ao 9" D3-201(5C) FILE NAME C:Il�exuunch rxdo11d047}TR;UO.641S OD2.d ii:5S:4i 1° FED.AID PROJ.NO. _TIME p11TE 11108023 10 AS PLOTTED BY SancheD2 OTiDLGHEO BY 0.SANCHEY '210523 210523 ENTERED BY M. WAINSCOTT CHECKED BY IL DPAWNO XL6118 PROJ. ENGR. S. FORD, P.£. R601pHAL AON, S. RAR1S, P,E. REVUIIGN OAT£ BY IErEND• w TEMPORARY SIGN X TYPE III BARRICADE M ROAD CLOSED f DETOUR ROUTE NOTE 1, ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE NOTED. 2, SIGN LOCATIONS ARE APPROXIMATE SEE TC1-E FOR SIGN SPACING BASED ON POSTED SPEED LIMITS, 3, PLACE ALL SIGNS PRIOR TO CLOSING PARADISE BAY ROAD. SIGNS SHALL BE COVERED OR TURNED AWAY FROM VIEW OF TRAFFIC WHEN DETOUR IS NOT IN EFFECT. 4. MAINTAIN ACCESS TO SHINE TIDELANDS STATE PARK ROAD. SEE SHEET TC22-E FOR DETAILS. 5. PLACE ADVANCE NOTICE SIGNING (R11-1501) FOR ROAD CLOSURE MINIMUM OF 14 DAYS PRIOR TO CLOSING ROAD. 6, PLACE TYPE III BARRICADE AND R11-2 SIGN AT THE SOUTHERN LEG OF THE PARADISE BAY RD-BYWATER WAY INTERSECTION, 7. IF CLOSURE AND DETOUR ARE IMPLEMENTED FOR 7 OR MORE DAYS, TEMPORARY SIGNS MUST BE CLASS A AND POST -MOUNTED. 46" ROAD CLOSED R11-2 (ONY) 0 4r m ® 18" M4-10L 0 m 6w, I64 44�a ROAD CLOSED 9r 0 500 1000 TO THRU TRAFFIC 3(r 4T SCALE IN FEET R114 (BIW) p4Rq kfF (SEE NOTE 6), 30" 48" - E70U AHEAD 48" W20.2 54" FANAda LAY b 9" D3-201(SC) ,5' O UR uAr�'o 30" oETIIUR 'MIAOISE s�Ar No 30" M4-9L M4-9 MOD • .� DETAIL A �'T!{IS SHEET ONLY' COD a" a SR104 PARADISE BAY TO SHINE RD DU2-E f JACOBS� Washington State INTERSECTION SAFETY IMPROVEMENTS Department of Transportation ARE PARADISE BAY ROAD DETOUR wE� LEGEND TRAFFIC FLOW ARROW AND NUMBER OF LANES WORK AREA O� 0 �urruivrti!ruii� WSDOT ROW} r�i�r[cirrur�rrrr�rur�rir�.firriuc�� � VO rlicreefi�r�-.y[r�iirrcirricrurriu��rr�i�r���c�r�rer�.[ru��rr�1r� ¢� a wlicr 75 0 u Aye Ts SCALE IN FEET 150 MAINTAIN EXISTING BUS STOP 145 SR104RW3 LINE STATE ROUTE 70q �ti Gam" �[+ MAINTAIN ACCESS TO STATE PARK ROAD 1s0 �• ��� A 153.. rc� vrrmr�r�ir�mnmry�iim�rrrrr+n�rm�rrr»irr�rrmrrfi�ir� r- .. � GENERAL NOTE:`+"""�m�rmrFmrrmrrm/r�rrr�rn�rrrirrrfi�irrrmi�rrrn�• 76 ! s. rr47i A 1. STAGE CONSTRUCTION PLANS SHOW OVERALL STAGE CONSTRUCTION AND TRAFFIC HANDLING. FOR DETAILED STAGE CONSTRUCTION AND TRAFFIC HANDLING,SEE py� TRAFFIC CONTROL PLANS. �• rig,. 2 MAINTAIN ALL LANES AND EXISTING INTERSECTION CONTROL DURING NON -WORK Jt� 4 _ 3. USE FLAGGING OPERATION DURING WORK HOURS TO INSTALL TEMPORARY / 1� CLOSE 4- OVERLOOK `-y DETOUR PAVEMENT. AREA AS NECESSARY t- SOME CONSTRUCTION NOTES THIS SHEET: STAGE 7A 01 CONSTRUCT TEMPORARY ROADS FOR SHINE RD AND PARADISE BAY RD. TRAFFIC HANDLING NOTES THIS SHEET: (A) MAINTAIN ALL TRAFFIC ON EXISTING ALIGNMENTS. FILE NAME t:ivsentaa nthad MKddN70i►97221XL611a PS SU DD1.d n ETIME 17:03:34 E91OF '"' FED.AID PROJ.NO. i� naa �r n 3 DATE 11r08123 0 � � SR104 PARADISE BAY TO SHINE RD a PLOTTED BY Sancheo2 1D A SU1-E o DESIGNED BY D.SANCHEz '°°*°'°�" _ .�A�Q BS Washington INTERSECTION SAFETY IMPROVEMENTS 6 ENTERED BY M.WAtNSCOTT 210523 gton State •'"tT vor,.s CHECKED BY B. REARING wxrx.cr x" cocznox "o. Department of Transportation p PROD. ENGR. B. FORD, P.E. XL6118 — ' STAGE CONSTRUCTION PLAN REGIONAL ADM, S. ROARK, P.E. REVISION DATE LEGEND TRAFFIC FLOW ARROW AND NUMBER OF LANES ® WORK AREA ' TEMPORARY PAVEMENT �-� 143 STATE ROUTE 7,4 T� 'iJ7�%/il/�iIJrJ/nil/�] fi�i17/XJJ7�/J/�I/ ?/ry�'/ill/7l/JYJIJI/�J '-•, c i' e GENERAL NOTE: 1. STAGE CONSTRUCTION PLANS SHOW OVERALL STAGE CONSTRUCTION AND TRAFFIC HANDLING. FOR DETAILED STAGE CONSTRUCTION AND TRAFFIC HANDLING, SEE G TRAFFIC CONTROL PLANS. 2. MAINTAIN EXISTING CONTROL AT INTERSECTION. CONSTRUCTION NOTES THIS SHEET: 10 CONSTRUCT PORTION OF EB SR 104 WEST OF THE ROUNDABOUT Q2 CONSTRUCT TEMPORARY SR 104 ALIGNMENT FOR STAGE 2. �3 CONSTRUCT PORTION OF SHINE RD APPROACH. Q4 CONSTRUCT PORTION OF PARADISE BAY RD APPROACH. OS CONSTRUCT PORTION OF EB SR 104 EAST OF ROUNDABOUT. TRAFFIC HANDLING NOTES THIS SHEET: QA CLOSE LEFT TURN LANES AND RIGHT TURN LANE ON SR 104. OB SHIFT SR 104 TRAFFIC NORTH TO TSR7 LINE. © SHIFT SHINE RD AND PARADISE BAY RD TRAFFIC TO TSPB1 LINE. TSR1 LINE COORDINATE STOP CLOSURE WITH AGENCY S�hE �ppD � . • . STAGE 1B TSPBt LINE t ,-!LOSE OVERLOOK '�� TO TRAFFIC MAINTAIN ACCESS TO STATE PARK ROAD 0 75 150 SCALE IN FEET $ FILE NAME c:wacnraan cnce- waaolwui l`l�x [IALn11n P`J `JU W[.e n IF TIME 11:11:12 _DATE 11108123— — b (PLOTTED SancheD2 eel 10 ar.v A8 FED.AID PROJ.NO. a,p . SR104 PARADISE BAY TO SHINE RD n.w SU2-E BY DESIGNED BY D. SANCHEZ 'Oa *"a1b°* p� �BS INTERSECTION SAFETY IMPROVEMENTS ..E� ENTERED BY M. WAINSCOTT 210523+� .Iry Washington State Department of Transportation CHECKED BY B. DEARING rnma.n ao .ne+*w w PROD. ENGR. S. FORD, P.E. XL6118 .re STAGE CONSTRUCTION PLAN w��• RE.6"AL, ADM. S. ROARK. P.E. REVISION DATE BV =€suw €w LEGEND TRAFFIC FLOW ARROW AND NUMBER OF LANES % WORK AREA TEMPORARY PAVEMENT PREVIOUSLY CONSTRUCTED -CUT CUT LINE -FILL — FILL LINE �Z 14$ STATE ROUTE Ip4 GENERAL NOTE: 1. STAGE CONSTRUCTION PLANS SHOW OVERALL STAGE CONSTRUCTION AND TRAFFIC HANDLING. FOR DETAILED STAGE CONSTRUCTION AND TRAFFIC HANDLING, SEE TRAFFIC CONTROL PLANS. 2. CLOSE SHINE ROAD WITH DETOUR DURING CONSTRUCTION OF PAVEMENT ON SHINE ROAD APPROACHING ROUNDABOUT. CONSTRUCTION NOTES THIS SHEET: 10 CONSTRUCT SHINE RD TIE-IN. 02 CONSTRUCT PORTION OF SR 104 EAST OF ROUNDABOUT. TRAFFIC HANDLING NOTES THIS SHEET: OA SHORT TERM SHINE RD CLOSURE. IMPLEMENT SHINE RD DETOUR. OB MAINTAIN SR 104 TRAFFIC ON TSR1 LINE. © MAINTAIN PARADISE BAY RD TRAFFIC ON TSPB7 LINE. COORDINATE BUS STOP--� �tr� TSR1 LINE CLOSURE WITH AGENCY 44r BUT CUT J •MAINTAIN ACCESS TO STATE PARK ROAD `�fyE• ,�rrl �O C SANS qqAb LTSPB7 LINEms--,OVERLOOK To *% REMAIN CLOSED 44--t STAGE 1C CONSTRUCT SHINE ROAD PAVEMENT �s (SHINE ROAD CLOSED) 0 75 150 SCALE IN FEET .•^.•~ TIME 11:0S:1tl �iuii "`^1ON r"^ FED.AID PROJ.NO. a �y4 F /� r. �rwr,� .1%QB.� � —��'— -„ Washington gton State* Department of Transportation SR104 PARADISE BAY TO SHINE RD INTERSECTION SAFETY IMPROVEMENTS n,a Mr w SU3-E DATE ! PLOTTED BY SancheDt — 10 AS _DESIGNED BY D. SANCHE2 JOB X1Y°`" 21 C 52 3 ENTERED BY M. WAINSCOTT — CHECKED BY B. DEARING OBrrB " .euiw. w STAGE CONSTRUCTION PLAN PROD. ENGR. B. FDRD, P.E. XL6118 O.re,B REGIONAL ADM. S. ROARN, 9.E. EVIS DATE BY ... w. LEGEND TRAFFIC FLOW ARROW AND NUMBER OF LANES ((!JI!! WORK AREA TEMPORARY PAVEMENT FULL DEPTH PAVING UNDER FLAGGING CONTROL C� PREVIOUSLY CONSTRUCTED CUT -- CUT LINE - FILL — FILL LINE —2- /firlrurllrr/k�rr�rr RO.rt�itrtril,tu.Urt vcfCtr COORDINATE BUS STOP CLOSURE WITH AGENCY TSPB2 LINE 143 _ STATE ROUTE :04 rT'SRI LINE ISn r cui— GENERAL NOTE: 1. STAGE CONSTRUCTION PLANS SHOW OVERALL STAGE CONSTRUCTION AND TRAFFIC HANDLING. FOR DETAILED STAGE CONSTRUCTION AND TRAFFIC HANDLING, SEE TRAFFIC CONTROL PLANS. 2. MAINTAIN STOP CONTROL ON SHINE ROAD AND PARADISE BAY ROAD. 3 USE FLAGGING OPERATION DURING WORK HOURS TO INSTALL FULL DEPTH PAVEMENT AT EAST PROJECT LIMITS. CONSTRUCTION NOTES THIS SHEET: 10 PRIOR TO SHIFTING TRAFFIC, COMPLETE MILL AND PAVING OP:'nnllON AT THE EAST AND WEST PROJECT LIMITS OF CONSTRUCTION USING FLAGGING OPERATIONS. Q CONSTRUCT PORTION OF EB SR 104 APPROACH FOR STAGE 2B. 03 CONSTRUCT PORTION OF PARADISE BAY RD APPROACH TO MATCH GRADE FOR STAGE 2C. t, TRAFFIC HANDLING NOTES THIS SHEET: QA MAINTAIN WB SR 104 TRAFFIC ON TSR7 ALIGNMENT FROM PREVIOUS STAGE. CLOSE LEFT TURNS FROM WB SR 104 TO SHINE RD. O MAINTAIN PARADISE BAY RD TRAFIIO ON TSPU- ALIGNMENT FROM PREVIOUS STAGE.CLOSE LEFT TURNS FROM PAltA OISE BAY RD TO EB SR 104. © SHIFT EB SR 104 TRAFFIC TO TSR2 ALIGNMENT.CLOSE LEFT TURNS FROM EB SR 104 TO PARADISE BAY RD. O SHIFT SHINE RD TRAFFIC TO TSPB2 ALIGNMENT. CLOSE LEFT TURNS FROM SHINE sss RD TO WB SR 104. FILE NAME 4Y4W221XL611S PS 5U r04.djjll TIME 5:51:54 PM DATE 111612023 >! PLOTTED BY SincheD2 DESIGNED BY D. SANCHEZ ENTERED BY M. WAINSCOTT CHECKED BY B. DEARINO _PROJ. ENGR. B. FORD, P.E. REGIONAL ADM- S. ROARK, P.E. REVISION DATE CUT -- TSR2 LINE VT rJ/T7i�i/rj CUT 6VT 7'�i'rns A 5 000 5?ON STAGE 2A 210523 cw.ra w xm4++ee w XL611B 1 0 75 150 SCALE IN FEET ® ACCESS TO STATE PARK ROAD 2sl? AS• SrA p OVERLOOK TO REMAIN CLOSED TSPB1 LINE Aar �W�'o ° 7.�. SR104 PARADISE BAY TO SHINE RD SU4-E J =BS Washington State INTERSECTION SAFETY IMPROVEMENTS � sneEr • Department of Transportation F .� STAGE CONSTRUCTION PLAN LEGEND TRAFFIC FLOW ARROW AND NUMBER OF LANES WORK AREA TEMPORARY PAVEMENT PREVIOUSLY CONSTRUCTED 1.!ll�i�ry W FULL DEPTH PAVING UNDER FLAGGING CONTROL - CUT — CUT LINE - FILL — FILL LINE 3 COORDINATE BUS STOP CLOSURE WITH AGENCY STq_TE 901 7r 1D4 TSPB2 LINE• GENERAL NOTE: 1. STAGE CONSTRUCTION PLANS SHOW OVERALL STAGE CONSTRUCTION AND TRAFFIC HANDLING. FOR DETA10'.0 STAGE CONSTRUCTION AND TRAFFIC HANDLING, SEE TRAFFIC CONTROL PLANS. 2. CLOSE PARADISE BAY ROAD WITH DETOUR DURING CONSTRUCTION OF PAVEMENT APPROACHING ROUNDABOUT. 3. PRIOR TO SHIFTING SR 104 EB TRAFFIC COMPLETE MILLING AND PAVING OPERATION AT THE EASTERN AND WESTERN LIMITS OF THE PROJECT USING A FLAGGING OPERATION. CONSTRUCTION NOTES THIS SHEET: 10 CONSTRUCT PARADISE BAY RD AND SHINE TIDELANDS STATE PARK RD TIE-INS. Q2 CONSTRUCT REMAINDER OF TEMPORARY PARADISE BAY RD APPROACH TO MATCH GRADE FOR STAGE 2C. 03 CONSTRUCT MILL AND PAVING OPERATION OF SR 104 WB AT THE LIMITS OF CONSTRUCTION PRIOR TO SHIFTING TRAFFIC. TRAFFIC HANDLING NOTES THIS SHEET: 6 E O MAINTAIN EB SR 104 TRAFFIC ON TSR2 ALIGNMENT. O MAINTAIN SHINE RD TRAFFIC ON TSP132 ALIGNMENT. © SHIFT WB SR 104 TRAFFIC TO TSR2 ALIGNMENT. O SHORT TERM CLOSURE OF PARADISE BAY RD. 6 FILE NAME PS S13 009.d n TIME 17:59:20 DATE 11N0123 yS PLOTTED BY SancheD2 R DESIGNED BY D. SANCHEZ y ENTERED BY M. WAINSCOTT k CHECKED BY B. DEARING 6 P_ROJ. ENOR. B. FORD P.E. REGIONAL ADM. S. ROA , P.E. REVISION TSR2 LINE BUT CUT CUT ✓ el I t SOME STAGE 2B MAINTAIN ACCESS TO STATE PARK ROAD rr� y. FRL '14r1. frig 9q OVERLOOK TO REMAIN CLOSED 0 75 150 SCALE IN FEET s„ .9� ,p � •�r4 FED.AID PROJ.NO. IdIIIIIIIIIAL„�, � to AS -; r` 'IE SR104 PARADISE BAY TO SHINE RD SU5-E 210523 ,a JACOBS Washington State INTERSECTION SAFETY IMPROVEMENTS sE, .o.,. . �....o Department of Transportation ol XL6118 — �� STAGE CONSTRUCTION PLAN E.EE,E LEGEND TRAFFIC FLOW ARROW AND NUMBER OF LANES ® WORK AREA TEMPORARY PAVEMENT PREVIOUSLY CONSTRUCTED - CUT — CUT LINE - FILL — FILL LINE Jam# GENERAL NOTE: STATE ROUTE 104 -- cur WSDOT ROW 4`wv�ie�4r�irrcr�v��� COMPLETE SR 104 RECONSTRUCTION 1. STAGE CONSTRUCTION PLANS SHOW OVERALL STAGE CONSTRUCTION AND TRAFFIC HANDLING. FOR DETAILED STAGE CONSTRUCTION AND TRAFFIC HANDLING, SEE TRAFFIC CONTROL PLANS. 2. MAINTAIN EXISTING STOP CONTROL AT INTERSECTION. CONSTRUCTION NOTES THIS SHEET: 5 10 CONSTRUCT REMAINDER OF ROUNDABOUT WEST APPROACH. 3 02 CONSTRUCT REMAINDER OF ROUNDABOUT EAST APPROACH. u 03 CONSTRUCT PORTION OF ROUNDABOUT TRUCK APRON. r ® CONSTRUCT PORTION OF SR 104 SPUTTER ISLANDS. R 5 TRAFFIC HANDLING NOTES THIS SHEET: C (A) MAINTAIN SR 104 TRAFFIC ON TSR2 ALIGNMENT. OB MAINTAIN SHINE RD TRAFFIC ON TSPB2 ALIGNMENT. © SHIFT PARADISE BAY RD TRAFFIC TO TSPB2 ALIGNMENT. i FILE NAME c:lueerekanched2 w wsde0d0479722U(L611B PS SU 006.d n TIME 5:47:40 PM B DATE 110612023 E PLOTTED BY 5ancheD2 DESIGNED BY D. SANC EEZ ENTERED BY M.WAINSCOTT y CHEOM BY B.DEARING S PROJ. ENGR. B. FORD, P.E. REGIONAL.ADM. 5. ROARK P.E. REVISION RESTORE BUS STOP ACCESS-- ' o TSPB2 LINE �. r� n �4 c ti L TSR2 LINE cuT CUT — CUT 1 n1 1 NiOito ROpO STAGE 2C J/wy G� r`rc- 'MAINTAIN ACCESS TO -5c--- STATE PARK ROAD �YTO g Q}- 1 • REMAIN OCLOSED 0 75 15C SCALE IN FEET COMPLETE SR 104 RECONSTRUCTION s�. FED.AID PROJ.NO. � ID e1Att ��� �// SR104 PARADISE BAY TO SHINE RD SU6-E 21CS23 a J MEM Washington State INTERSECTION SAFETY IMPROVEMENTS -aar„An qp L-Anw, „o •H,y�y rF Department of Transportation , XL6118 ATE STAGE CONSTRUCTION PLAN LEGEND TRAFFIC FLOW ARROW AND NUMBER OF LANES ® WORK AREA TEMPORARY PAVEMENT PREVIOUSLY CONSTRUCTED 57Aik 90U7f 10/ GENERAL NOTE: 1. STAGE CONSTRUCTION PLANS SHOW OVERALL STAGE CONSTRUCTION AND TRAFFIC HANDLING. FOR DETAILED STAGE CONSTRUCTION AND TRAFFIC HANDLING, SEE TRAFFIC CONTROL PLANS. 2. INSTALL PERMANENT SIGNING ON APPROACHES TO ROUNDABOUT PRIOR TO SHIFTING TRAFFIC TO FINAL ALIGNMENT. CONSTRUCTION NOTES THIS SHEET: 10 CONSTRUCT REMAINDER OF SR 104 SPLITTER ISLANDS. Q2 CONSTRUCT REMAINDER OF ROUNDABOUT TRUCK APRON AND CENTRAL ISLAND. TRAFFIC HANDLING NOTES THIS SHEET: e k OA SHIFT SR 104 TRAFFIC TO PERMANENT ALIGNMENT. OB SHIFT SHINE RD TRAFFIC TO PERMANENT ALIGNMENT. p © SHIFT PARADISE BAY RD TRAFFIC TO PERMANENT ALIGNMENT zC 6 s� g FILE NAME 7972=L6i1S PS SU W7.d n E TIME 5.55:07 PM 8 DATE 1116/2023 A PLOTTED BY SanChED2 2 DESIGNED BY -D. SANCHE2 ENTERED BY M. WATNSCOTT CHECKED BY B. DEARING PROD. ENGR. B. FORD, P.E. REGIONAL ADM S. ROARH, P.E. REVISION MAINTAIN BUS STOP � ;,iiKE GOAD STAGE 3A v 4a 4 $ti rry�� — - MAINTAIN ACCESS TO STATE PARK ROAD �c. ❑s sp q6 F OVERLOOK TO `� ~ REMAIN CLOSED r_l 0 75 150 SCALE IN FEET Ni FED.AID PROJ.NO. ldftk to yIqrF SR104 PARADISE BAY TO SHINE RD SU7-E ztcsz JAMBS Washington State INTERSECTION SAFETY IMPROVEMENTS �. Department of Transportation XL611B „� STAGE CONSTRUCTION PLAN LEGEND TRAFFIC FLOW ARROW N- AND NUMBER OF LANES �f WORK AREA C. PREVIOUSLY CONSTRUCTED - CUT CUT LINE - FILL — FILL LINE E.i -T - ST,1TE ROvTr yo4 € GENERAL NOTE: 1. STAGE CONSTRUCTION PLANS SHOW OVERALL STAGE CONSTRUCTION AND TRAFFIC HANDLING. FOR DETAILED STAGE CONSTRUCTION AND TRAFFIC HANDLING, SEE TRAFFIC CONTROL PLANS. 3 e CONSTRUCTION NOTES THIS SHEET: 1Q CONSTRUCT SR 104 CURBS. 02 CONSTRUCT SHINE RD AND PARADISE BAY RD SPUTTER ISLANDS. 03 CONSTRUCT FINAL HMA LIFT ® INSTALL PAVEMENT MARKINGS, STRIPING AND FINAL ROUNDABOUT SIGNS. TRAFFIC HANDLING NOTES THIS SHEET: OA MAINTAIN ALL TRAFFIC ON PERMANENT ALIGNMENTS. WSOOT fi I °! .. �.CUT-- euT � A 2 ` - FILL - - COT A r FILL 1 v 1 r»�ima c CUT A 2 ?'''r''n"'�mrrrrfrrmryFn�r .. SK yE ROAR STAGE 3B srR� aA ti� 3 0 75 150 SCALE IN FEET FILE NAME "do110047972ML6118 8 TIME _ _ 6:00:00 PM DATE 1116/2023 n PLOTTED BY SanchoD2 Yt DESIGNED BY D. SANCHEZ — PS SU 008.tl o _ " a°A �P1f FED.AID PROJ.NO. A, ` `Vb,�v`' uw raw JAMBS�$ Adw MAP Washington State Department of Transportation SR104 PARADISE BAY TO SHINE RD INTERSECTION SAFETY IMPROVEMENTS STAGE CONSTRUCTION PLAN SU8'E 10 AS +� MF•.. 210523 REVISION •••���• ENTERED BY M. WAINSCOTT CHECKED BY B. DEARING ta�..w• w ,--.rx. re. XL6118 PROD. ENGR. B. FORD P.E. REGIONAL ADM. S. ROARK. P.E. DATE BY NOTES: 1. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE NOTED. 2. SIGN LOCATIONS AND MILEPOSTS ARE APPROXIMATE. REFER TO TC1-E FOR SIGN SPACING. 3. INSTALL EXISTING R2-1 SIGN ABOVE RSDS, 4. INSTALL "TRAFFIC REVISION AHEAD" SIGN (W20-901) AFTER FINAL STAGE OF CONSTRUCTION IS COMPLETE,5001N ADVANCE OF THE W2-6 ROUNDABOUT SIGN, SIGN SHALL REMAIN IN PLACE 30 DAYS AFTER ROUNDABOUT OPENS. 4 SR 104 MP 11-45 (RT) , a w SEE TC34-E FOR ICWS SIGNING AND DETECTION I ECI NfI- 0 CLASS A SIGN -POST MOUNT FPC_MS_l PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) CEF RADAR SPEED DISPLAY SIGN (RSDS) EI SIGN -PORTABLE MOUNT ® TRAFFIC SAFETY DRUM SEE NOTE 3 PNOIILMU RTOK 36" SUPPLIED BY CN PEO 48" FDR PROTECT INFORMATION SPEED LIN10 qB„ I-rxv-xvv-vvx 36„ 4 ROAD G24-501 R2-1 (BAN) WORK AHEA1] 48" 49' END ROAD WORK 24y 24'x p� 30" W20-1 G20.2A RSDS RID-7 (BAN) O O O O CLASS A SIGNS NOT TO SCALE SHINE PCMS 1 2 TURNING TRAFFIC USE AHEAD CAUTION 2.0 SEC 2.0 SEC FIELD LOCATE 500' +/- AFTER W20-1. LOCATE PCMS PER WSDOT STD 1-10.3(3)C. tiJ SR 104 MP 13.01 (RT) SIR MP 13.114 (RT) PARADISE BAY RD�' (LT) SR 104 MP 13.41 (LT) IR 104 MPS 3,20 (RT) SR 104 SHINE RD MP 13.52 (RT) (RT) 48" NOTICE I TRAFFIC EDOUB 60 NEVISION IN AHEAtf 'WORK ZONEJ 48" 120-301 (B)W) W20-901 O O m� SR 104 MP 14.10 (LT) 5 4 SR 104 SR 104 MP 14.18 (LT) MP 13,74 (RT) SHINE SR 104 MP 14.25 (LT) 2 SR 104 MP 1407 (RT) i i i 104 ♦r i i i 3_ O O O 0 875 1750 SCALE IN FEET '. 7IME 1:2d:57 PN T1OI°^ uv E� FED.AID PROJ.NO. e �'E ��/��pQ- 171�/113 -" WashinENTERED gton $fateCHECKED Department of Transportation SR104 PARADISE BAY TO SHINE RD INTERSECTION SAFETY IMPROVEMENTS n xm. TC2-E DATE 111z01eD2PLOTTED to BY SanchD.SANC DESIGNED BY 210527 " �NnL M.SA INSCO BY M. WAINSCOTT BY B. DEARING ea_m N wcax>n .o XL6118 ' PROJ. ENOR. B. FORD, P.E. CONSTRUCTION SIGNING PLAN REGIONAL ADM. S.ROARK. P.E: REVISION DATE BY BEGIN PROJECT SR 104 MP 13.61 = SR104RW3 144+47.17 P.O.T. -- - - 135 - _ 14 SR ,a_ TEMPORARY ADHESIVE TRANSVERSE RUMBLE STRIPS d8" �7r- 4B"7lTF>?JrmrrmTr///Jr/7lJlf77Jrmm7im Aix � HOULOER rymnrrrnrrrn�rmmn RUMBLE SHOULDER WORK STRIPS CLOSED W21-5 W23-7 W20-301 SR 104 MP 13 31 (RT) STAGE—GONSIRUCMN—NOI 1. PLACE ADVANCED SIGNING PRIOR TO BEGINNING WORK LEGEND 2. RUMBLE STRIP SIGN MUST ACCOMPANY PLACEMENT OF RUMBLE STRIPS, 3. FOR RUMBLE STRIP PLACEMENT, SEE RUMBLE STRIP DETAILS THIS SHEET AND h CLASS A SIGN - SPECIAL PROVISIONS FOR "TEMPORARY ADHESIVE TRANSVERSE RUMBLE STRIPS POST MOUNT LANE USAGE 00 5^ 0 1000 (TRAFFIC FLOW DIRECTION) SCALE IN FEET SR104RW3 LINE SMIIe Rd 145 TEMPORARY ADHESIVE TRANSVERSE RUMBLE STRIPS W23-7 FILE NAME 6 TIME 1_59:u PM _ _DATE 1214/2023 3 PLOTTED BY SancheD2 DESIGNED BY D. SANCHE2 Y5 IG WLtl n _ ux ,b FED.AID PROJ.NO. p q - 'a,,y« i v.n IE IT. - *OBS RAW Washington State Department of Transportation SR104 PARADISE BAY TO SHINE RD INTERSECTION SAFETY IMPROVEMENTS TRAFFIC CONTROL PLAN -STAGE 1A — T ; C3-wE 1D wAtl a 210523 �xeea ENTERED BY M. WAINSCOTT CHECKED ByB. DEARING CMA.m . Loe.nax xo XL6118 PROJ. ENGW S. FORD, P.E. REVISIDN REaMl- ADM. S. ROARK, P.E. DATE BY STAGE 1 CONSTRUCTION NOTES' INSTALL TEMPORARY TRAFFIC CONTROL DEVICES, 2. CLOSE OVERLOOK WHEN WORK IMPACTS ACCESS TO AND FROM AREA. 3. MAINTAIN ALL LANES OF TRAVEL AND EXISTING INTERSECTION CONTROL DURING THIS STAGE OF CONSTRUCTION, 4. CONSTRUCT TEMPORARY SHINE ROAD AND PARADISE BAY ROAD ASPHALT DETOUR PAVEMENT. MATCH TEMPORARY PAVEMENT TO EXISTING PAVEMENT_ USE FLAGGING LEGEND OPERATION DURING PERMISSIBLE HOURS OF OPERATION. 5. COORDINATE FLAGGINGICLOSURE OPERATIONS WITH ® UNDER CONSTRUCTION TRANSIT AGENCY. CONSTRUCTION SIGN 6. SEE TC33-E FOR SHOULDER CLOSURE DETAILS. CLASS A (4 WN HEIGHT) 1 ® TRAFFIC SAFETY DRUMS 7. CONTRACTOR TO PROVIDE SPOTTER TO ESCORT PEDESTRIANS AND BICYCLISTS THROUGH WORK ZONE DURING SHOULDER CLOSURE OPERATIONS. LANE USAGE w 0 50 100 (TRAFFIC FLOW DIRECTION) 8. MAINTAIN 4'MIN. SHOULDER DURING NON -WORKING HOURS. SCALE IN FEET TIME 10:44:32 AM DATE 11/3012023 PLOTTED BY SanoheD2 E°'°" x10 .."rE FED.AID PROJ.NO. �L ? •� rq" ` "� r � -„ �I/ Washington State Department of Transportation pw SR104 PARADISE BAY TO SHINE RD INTERSECTION SAFETY IMPROVEMENTS ��• ••� M TC4-E AS DESIGNED BY D.SANCHEZ +- 210523 •xen ENTERED BY M. OTT CHECKED BY B. DEARING DEARIN �exrx.�r x �ocxnox xa XL611 B TRAFFIC CONTROL PLAN -STAGE 1A PROJ. ENGR. B. FORD, P.E. REGIONAL ADM. S. ROARK. P.E. REVISION DATE BY yryycutrur�/cifrcvuuurrrie�criuurvr�urc� u/ff Shins Tidelands State Park Rd. 48" SHOULDER WORK 49" 0 350'H- W27-5 W ) 16 SR fC! Z W SR104RW3 LINE J QI U G U rl wi a rnm�,nym�rrrr�rinrrinrrm»mmrnrra ' END PROJECT SR 104 MP 13.87 = SR104RW3 168+33.55 P.O.T. S e r U W r 'o rc a E O STAGE CONSTRUCTION Al6TES� 1. MAINTAIN TRAFFIC IN ITS EXISTING CONFIGURATION. E 2. SEE TC33-E FOR SHOULDER CLOSURE DETAILS �s i 6 �I LEGEND g I® CONSTRUCTION SIGN CLASS A (5' MIN HEIGHT) LANE USAGE~ (TRAFFIC FLOW DIRECTION) 0 50 100 SCALE IN FEET FILE RAINE "u"nuancMdZiaw wa6u11Qp4T97221XLA1 I5 PS TC 005.R n ure nre wr :y TIME 2:12:45 PM N 10n o�" FED.AIO PROJ.O. � � y OATE 121412023 — — SR704 PARADISE BAY TO SHINE RD TCS-E e PLOTTED BY SaccheD2 E DESIGNED BY D.SANCHEZ _ 110523 ,AAWS& Washington State INTERSECTION SAFETY IMPROVEMENTS ENTERED BY M. WAINSCOTT CHECKED BY B. DEARING _ cm— w rce..rw ne ��n° Department of Transportation _PROJ.ENOR. B.FORD P.E. XL6118 �. TRAFFIC CONTROL PLAN -STAGE 1A .•���. REB11"L AWL S. ,P.E. REVISION DATE t _—EXISTING WETLAND 20' CHANNELIZATION DEVICE SPACING ?F MAINTAIN BUS STOP ACCESS Fes- q � qul uj I � y 7 MAINTAIN EXISTING SIGNING ON THIS CORNER E 3 Y A C, L I. r AnA C 1 LEGEND ® UNDER CONSTRUCTION CONSTRUCTION SIGN CLASS A (5' MIN HEIGHT) B w TRAFFIC SAFETY DRUMS _ LANE USAGE ~�~ (TRAFFIC FLOW DIRECTION) 0 50 100 SCALE IN FEET R(1W STAGE COt"' ]rT 0' "TES; 1. PLACE SIGNS AND TRAFFIC CONTROL DEVICES PRIOR TO BEGINNING WORK 2. MAINTAIN EXISTING INTERSECTION CONTROL, 3 USE SINGLE LANE FLAGGING OPERATION TO COMPLETE WORK AS NECESSARY. A. TEMPORARY ASPHALT PAVEMENTS TO MATCH EXISTING ASPHALT. 5. SEE TC33-E FOR SHOULDER CLOSURE DETAILS FILE NAME v%A4 %%'nchod + do11d0c797221XL6116 PS TC 00G n TIME 17:15:09 FED.AID PROJ.NO. _ @ DATE 11/08123 — •0 .�S """a+ SR104 PARADISE BAY TO SHINE RD TC6 E a PLOTTED av D. ANeC: to _A$ • INTERSECTION SAFETY IMPROVEMENTS TC6-E a DESIGNED EY D. SA INSCO , JACOBS' Washington State k CHECKED BY H. REARING or.,w« 4 L1,..- Department of Transportation S PROJ.NAL S. FORD, P.E. xL6118 — TRAFFIC CONTROL PLAN - STAGE 1A REGIONAL ADM. S. ROARK, P.E. REVISION PATE BY. �� CURVE DATA LINE DATA NO, P.I. STATION DELTA RADIUS TANGENT LENGTH NO. I BEARING I DISTANCE TSR1 146+66.24 11 02°56.55" LT. 1 5545.00' 142.71' 205.35' 1111 SOS°73'40'E I 143.54' aBRI 145+441 (24'LT+] gGIIf—" BEGIN TAPER MATCH EXISTING TSRI 144�00.00 P.O.B.1 TSR7IN 145+43.54 P.C. TSR1 LINE E — MATCC H EXISTING 615240 M3 1 r 1i5 12• _... SR W4 7 �' � 17 19 } F le h 2 TSR7 145+44! (i2' RT.) TEMPORARY ADHESIVE TRANSVERSE RUMBLE STRIPS BEGIN TAPER (PREVIOUSLY INSTALLED) MATCH EXISTING SPEED soo' «/- - 300' «1_ 400*/- +w LIMIT 48" IF, CB"/rrmm-rJrr/Yx7rm/frr�l7'mrrmm77m- +7mm"J111m11!'nriWSOOT ROW Y/17m7J/mflr//JJl/J7/m/17t 4g..7mJ7r7JJr�na7mJ7�n»'m/7/7717m/1?/17mr1/Yiir/Yi)7mJT�n17!• A O Ji I7� �� VVSODT ROW f� r SHOULDER ��7//iirrnrrmmnvrm RUMBLE R2-1 (BNW) HOULDER WORK STRIPS CLOSED (EXISTING SIGN) 45" 48" 48" 48, 0 u O W21-5 W23-7 W20-301 Rd. - - _ - _ _ __ , - _ = W1.4L .#. #f (PREVIOUSLY (PREVIOUSLY INSTALLED) (PREVIOUSLY INSTALLED) ___- INSTALLED) _ - ___-- --- _ RSDS 30' CHANNELIZATION 1(yfaBli�ONE TRAfFIc_ C�1CC@Of. CONSTRUCTION NOTES: O TEMPORARY DOUBLE YELLOW CENTER LINE O2 TEMPORARY WHITE EDGE LINE O3 TEMPORARY DOTTED EXTENSION LINE LEGEND O TEMPORARY STOP LINE O TEMPORARY BARRIER M CLASS A SIGN O POST MOUNT TEMPORARY PAVEMENT RADAR SPEED STAGE CGNSTRuCTIQ 1 S+=.l DISPLAY SIGN (REDS) 1. MAINTAIN RUMBLE STRIPS AND SIGNING INSTALLED IN PREVIOUS STAGE TEMPORARY SIGN 2. INSTALL TEMPORARY SIGNING AND STRIPING AS SHOWN, IT MIN HEIGHT) 3. SHIFT SR 104 TRAFFIC TO TSR1 LINE, 0 0 TRAFFIC SAFETY DRUMS _ LANE USAGE!~ 0 50 100 (TRAFFIC FLOW DIRECTION) SCALE IN FEET FILE NAME c:IwenNanched w "do11d047972201L6116 PS TC W7,d n ?k, '�+.�,� f- —�.— eo. Y AP Washington State Department of Transportation SR104 PARADISE BAY TO SHINE RD INTERSECTION SAFETY IMPROVEMENTS TRAFFIC CONTROL PLAN - STAGE 1B TC7-E TIME 1;56t23 PM DATE — 121412023 "1°A" •"" 1U 210523 FED.AIO PROJ.NO. TED PLOTBY S2ncheD2 DESIGNED BY oJIA14C11¢ s*E� o, .•�•• ENTERED BY M. WAINSCOTT CHECKED BY B.00ARING BEVIS= DATE BY .aun. w XL6118 I.r PROJ.ENGR+ &.FM P.E+ REGKINAL ADM. S. ROARK. PJ- CURVE DATA NO. P.I. STATION DELTA RADIUS TANGENT LENGTH (i] TSR1 146-86.24 02-56'55" LT. 5545.00' 142.71' 285.35' (� TSRt 149+72.36 02'57'51" RT. 5545.00' 143.47' 286.87" TSR1 157+90.55 23-38'20" RT. 1550.00' 324.36' 639,50' [� TSR1 163+18.90 14'47'17" FIT. 1643.00' 213.22' 424.06' TSPB1 10+30.95 31026102" RT, 110.00, 30.96' 60.35' TSPB1 11+9145 45'51'34" LT. 50.00' 21.15' 40.02' 47) TSPB1 12+83.29 32'34'47" LT. 50.00, 14.61' 28.43' TSR1 148+2&09 P.R.C. gV r ■ ■ ol �w N NNELII DEVICE DEVICE SPACI 7$R1 14B+29t STAGE CONSTRUCTIONA OM& 1, SHIFT SR 104 EB & WB TRAFFIC NORTH OF EXISTING CENTERLINE, F 2. SHIFT SHINE ROAD 8 PARADISE BAY TRAFFIC EAST OF EXISTING CENTERLINE, y 3" CONSTRUCT THE SOUTHERN PORTION OF SR 104, SHINE RD r � APPROACH, PORTION OF PARADISE BAY RD APPROACH,AND THE i ASPHALT PAVING IN THE ROUNDABOUT- 4. MAINTAIN INTERSECTION STOP CONTROL ON THE MINOR 01 APPROACHES. _r LEGEND _ TEMPORARY PAVEMENT UNDER CONSTRUCTION CONSTRUCTION SIGN CLASS A (5' MIN HEIGHT) a SIGN A 0 TRAFFIC SAFETY DRUMS LANE USAGE (TRAFFIC FLOW DIRECTION Z'c'c TYPE III BARRICADE — TEMPORARY IMPACT ATTENUATOR e TEMPORARY BARRIER TEMPORARY RETAINING WALL 11MAM"15F1Yi1 LINE DATA BEARING DISTANCE SBS'12'"..E 234.77' S83'46'44"E 115.66' I N66'48'22"E 111.95, N20'56'48"E 56.36' NII'37'59"W 43.23' 4' TSR1 154+66.19 P.C. TSRI LINE -, TSR1 153+50.52 P.I. PlIAAOISf BAN 80 Si0 R1-1 (WIR) REMOUNT EXISTING SIGN! EXISTING WETLAND 158+01i (20.7't LT f 15T+71s N5' Lf1 TSPB1 12+7 s s 4} s TSPB1 10+541 (1 73R1 751a• (16'R7.)� 20'CHANNELI7ATION I 30" W2-1 DEVICE SPACING -2 a �GN 3p" TSR7 150+411 12,•RT.) SlREMOUNT EXISTING SI�m�����Y/7+ri�+"" 1���//�/J��� EGIN �,Il7/:� TSPB1 10+003 (12'LT•1 60" W12.501R (BIY) BEGIN TAPER ��rryJNYmp ■ MOUNT ON TL-3 TEMPORARY �"n 1 TSA81 70W0,00 P.NxS. 30 ,,,W7P IMPACT S s E 15252fi7.762 W1-6L (BIO) , P77"""F`n ATTENUATOR BEGIN MATCH FJMT1 n� NDSES: 1. SEE SHEET TC10-E FOR ADDITIONAL TSPB1 TYPICAL SECTIONS, 2 SEE SHEET TC29-E FOR TSPB1 PROFILE AND TEMPORARY RETAINING WALL PROFILE. 3. SEE SHEET TC30-E FOR SR 104/SHINE RD/PARADISE BAY RD INTERSECTION DETAILS. A PROVIDE THE FOLLOWING LATERAL BARRIER DISPLACEMENT AS FOLLOWS: A, PINNED BARRIER SHALL BE INSTALLED PER NOTE 13 ON SHEET TC1-E B UNPINNED BARRIER SHALL HAVE MINIMUM YFROM THE BACK OF THE BARRIER TO THE WORK AREA IfdORf< 2ONP TRAFFEC-CONTROL CONSTRUCTION NOT S O7 TEMPORARY DOUBLE YELLOW CENTER LINE O TEMPORARY WHITE EDGE LINE O3 TEMPORARY DOTTED EXTENSION LINE O4 TEMPORARY STOP LINE OS TEMPORARY BARRIER O6 TEMPORARY PAVEMENT O TEMPORARY RETAINING WALL TSR1 LINE 4'MIN 24, 11' 4'MIN CONSTRUCTION o AREA _F 1'MIN +---------- �______-L NG SECTION 1B-1 LGROUND TSR1 145+44 TO 151+16 TSR1 LIM 4 11-MIN I 11-MIN 4 CONSTRUCTION w I AREA EXISTING SECTION 1B-2 GROUND NOT TO SCALE TSR1 151+16 TO 165+30 TSR1 LINE 4'MIN T'-12' IT-12' 4 MOAREA 1 f w VMIN SECTION 1B-3 EXISTING NOT TO SCALE GROUND TSR1 165+30 TO 168+56 A 4B 5 d 8" W1.4R 7SPB1 2' 12' 10'-12' JL !f VAR i 2% MATCH EXISTING EP - 0.35'COMMERCIAL HMA 1/2" 7 0 7 35' CSBC SECTION 1B-4 NOT TO SCALE TSPB1 10+00 TO 10+68 CONSTRUCTION TSPB1 AREA LIKE 2 12' 12' GRADE l f TO ---- DRAIN E%STING 0.35COMMERCIAL HMA 172'-- 0.35' CSBC SECTION 1B-5 NOT TO SCALE TSPB1 10+60 TO 11+40 SH@w- T5pB7 72f".11 P.T. - BEGIN - TSPB1 12 1& -_ -ge-0H 'LJ VA 3 P. C. T 4' TSPBt 12+12.32 P.T. 97 77_ t97C� ERO TSPB1 11+TZ30 P-C, TSp81 i{i40! (1S'RTJr_ti N TSPB1 TSPB7 10+60Y TSPB7 10+20± Wri TSPB1 10+0Ot (11' RT.) 0 ]0" BEGIN BEGINTSPBl 10+00t {17 RT.. 2 6 BEGIN W12-501R (B/Y) BEGIN TAPER MOUNT ON TL-2 BNTw A0 STOP R1.1 (011) REMOUNT EXISTING SIGNS 'r+77 F�l� 0 50 100 SCALE IN FEET CONSTRUCTION T AREA LINE U TO 2' 2' I 2' 12-MIN 12-MIN I. GRADE MATCH DRAIN 2% 1OR 2% IOR rr TEMP EXISTING-_ VAR VAR RETAINING _ `-------`---- - - `-- 1�u�/ WALL 2 EXISTING � 1 GROUND SECTION 113-6 f�GROUND GROUND NOT TO SCALE TSPB1 11+40 TO 11+97 2' TSPB1 LONE 2'MIN 2'MIN 1 IT MTN WMIN TEMP RETAINING WALL EXISTING GROUND r EXISTING / GROUND --------------- -- t SECTION 1B-7 NOT TO SCALE TSPB1 11+97 TO 12+67 TIME......,. 17:28:26 wewx n",� J� � DATE 17: 8:23 FEO.AID PROJ.NO. a ea w. D PLOTTED BY sa°e6eox 10 AS 4. SR104 PARADISE BAY TO SHINE RD TC8-E DESIGNED BY D. SANCHEZ '°""°""�" y Jr�aB$• Washington INTERSECTION SAFETY IMPROVEMENTS o, ENTERED BY M. WAINSCOTT 210523 gton State CHECKED BY B. DEARING°� �a••� w y.t Department of Transportation q PROD. ENGR. B. FORD, P.E. XL6118 - REGIONAL ADM. S. ROARK, P.E. REVISION DATE ev °"'� TRAFFIC CONTROL PLAN - STAGE 1 B wK�r. Shine TidgOod' Slate Parts Rd �7i 2 TSR1 16B+S6t (12' LT.) D�� MATCH EXISTING TSR1 165+29.74 P.R.C.168cS5.94 P.T. MATCH EXISTING o' rim rtrrUuirr�r�trrrtit� "wi : © , (12110) CURVE DATA NO. P.I. STATION DELTA RADIUS TANGENT LENGTH TSR1 163+18.90 14°47'17" FIT. 1643.00' 213.22' 424.06' ® TSR1 166+92.89 03°22'14" LT, 5545.00' 163.15' 326.20' B' 7] IL 6 w TSR1 168+56i 12'RT.j 7SP64 77+99_! I !1 iY 649037,862 Ew E 1526460.521 MATCH EXISTING �48 48" srlouLo�R WORK 4B" 48.E W1-4R W21-5 i`A•� SR 704 i LINE DATA NO. BEARING _ D 7 S48°43'20"E I 277.51'DISTANCE WDRK-20NTRAMC_CONMOL 5[ CONSTRUCTION NOTES• �' i O1 TEMPORARY DOUBLE YELLOW CENTER LINE s O2 TEMPORARY WHITE EDGE LINE u O TEMPORARY DOTTED EXTENSION LINE LEGEND O4 TEMPORARY STOP LINE OS TEMPORARY BARRIER a [ TFFFJJ •I, UNDER CONSTRUCTION CONSTRUCTION SIGN 0 CLASS A (5' MIN HEIGHT) STAGE —CONSTRUCTION, -NOTES* LI • SIGN 1 SHIFT SR 104 EB 8 WB TRAFFIC NORTH OF EXISTING d CENTERLINE, 0 TRAFFIC SAFETY DRUMS 2. SHIFT SHINE ROAD & PARADISE BAY TRAFFIC EAST OF EXISTING !i LANE USAGE CENTERLINE, T (TRAFFIC FLOW DIRECTION) T CONSTRUCT THE SOUTHERN PORTION OF SR 104, SHINE RD TYPE III BARRICADE APPROACH, PORTION OF PARADISE BAY RD APPROACH, AND THE o TEMPORARY BARRIER 0 50 100 ASPHALT PAVING IN THE ROUNDABOUT. g SCALE IN FEET 4, MAINTAIN INTERSECTION STOP CONTROL ON THE MINOR APPROACHES p FILE NAME 479722U(L6118 PS TC 009.d n �.Nur +'' SR104 PARADISE BAY TO SHINE RD n.Rrw TC9-E TIME 2:14:OnaMnAdw DATE 12I412023 — — — '.0— •'"'E FED,AID PROJ.NO. A PLOTTED BY SancheD2 10 AS Tg Y � INTERSECTION SAFETY IMPROVEMENTS DESIGNED BY D.SANCHEZ roe•�a p _ M. WAINSCOTT 2cIC523 y Washington State ENTERED BY r� Department of Transportation L`c .o CHECKED BY 8, DEARING PROJ. ENORF B. FORDa P.E. REY]S1DH XL6118 TRAFFIC CONTROL PLAN -STAGE 113 1 6H. RECYO. ADW 8, ROARK, P.E. OATS 8Y ti 60.. - � 30" W7-6L (BID) 30" VA 30" W12-501R (B/1) MOUNT ON TL-2 3 STOP TO 4AIN CLOSED CURVE DATA NO.1 P.I. STATION DELTA RADIUS TANGENT LENGTH ( D TSPB7 13+87.42 46020'46" RT. 110.00' 47.09. 88.98, LINE DATA NO, BEARING DISTANCE N11°37'59"W 43.23' / END MATCH EXISTING TSPB1 14+29.31 RO.E. E 1525475,065 END MATCH EXISTING - BEGIN_ - MATCH EXISTING TSPB1 14+042 1E RT. 6 END MAINTAIN EXISTING SIGNING ON THIS CORNER BEGOY END __�//�� BEGIN TSPB1 13+4&34 P.C. fill °4rAy CONSTRUCTION TSPB1 AREA LINE 12'MIN 12'1TMIN GRADE H MATCDRAIN 11 J EXISTING__ ~~ I 2 JJJ���''' EXISTING -_____________-71 GROUND *TEMP BARRIER ENDS y AT TSPB1 13+35 SECTION 1B-8 2 1' NOT TO SCALE TSPBI 12+67 TO 14+04 TSPB1 LINE 2'MIN j 2'MIN 77MIN 12'M1N CONSTRUCT�A I EXISTING +/ GROUND SECTION 16.9 NOT TO SCALE TSPB1 14+04 TO 14+29 ] RK_z:OH:_TEUEE1C QDNMOL x CONSTRUCTION NOT R LEGEND `s O1 TEMPORARY DOUBLE YELLOW CENTER LINE TEMPORARY PAVEMENT O TEMPORARY WHITE EDGE LINE 6 ® UNDER CONSTRUCTION O TEMPORARY DOTTED EXTENSION LINE O TEMPORARY STOP LINE CONSTRUCTION SIGN CLASS A (5'MIN HEIGHT) OS TEMPORARY BARRIER R q SIGN O TEMPORARY PAVEMENT 4 TYPE III BARRICADE ` sTar,� PlsTRucna Np NOTES: 0 TRAFFIC SAFETY DRUMS 1. SHIFT SR 104 EB & WB TRAFFIC NORTH OF EXISTING CENTERLINE. 1. SEE SHEET TC29-E FOR TSPB1 PROFILE - LANE USAGE I( (TRAFFIC FLOW DIRECTION) 2. SHIFT SHINE ROAD & PARADISE BAY TRAFFIC EAST OF EXISTING 2, SEE SHEET TC30-E FOR SR 104/SHINE RD/PARADISE BAY RD CENTERLINE. MAINTAIN STOP CONTROL ON MINOR APPROACHES. ITNERSECTION DETAILS, TEMPORARY IMPACT ATTENUATOR 3 CONSTRUCT THE SOUTHERN PORTION OF SR 104, MINOR APPROACHES r' AND THE ASPHALT PAVING IN THE ROUNDABOUT. o TEMPORARY BARRIER 50 00 0 1 SCALE IN FEET 4. COORDINATE BUS STOP CLOSURE WITH LOCAL AGENCY, C & FiLE kAME c;w�ars4fYnched w xadvlsdW79722VIS.6118 �'. PS TC 010.d n -„ SR104 PARADISE BAY TO SHINE RD TC10-E TIMEl7'20:33 e DATE 1i109/z3 N1tl101 •'•'• FED.ATD PROJ.NO. n PLOTTED BY 10 AS O.SANoz DESIGNED BY D. SANCHE2 wc++w •s XL6118 y C � yv,�; "'� JA Bw Washington State Department of Transportation INTERSECTION SAFETY IMPROVEMENTS TRAFFIC CONTROL PLAN -STAGE 1B 'I 52 210523 enn.Kr wp. °MET ur " s.E�s ENTERED BY M. WAINSCOTT CHECKED BY B. DEARING PROD. ENOR. B. FORD, P.E. REGIONAL ADM. S. ROARK P.E. REVISION _DATE BY TSRI UNE _ 145 SR 104 l llJlll -- • r � 1p• • M F 1TEMPORARY ADHESIVE 48r TRANSVERSE RUMBLE STRIPS SPEED 4B" 4s•• �'• Rl1MSLE (PREVIOUSLY INSTALLED) SHOUL4ER SNOULOE WORK STRIPS CLOSED LIMIT 48" 48" 4B'• �•. rmrrmrrrnfrmri"r77rrmrrmfrri7z»�mr�rr�7�rmrrrri�rmir• /1 O 7�Errrin Rv/rr �mJrmrY/n//mrrmJ7/a7/rmlamm^ 7Js7JJ!'ri1///11Tm17�r7f7r7/?R71ri7iYir7J7li77frmlm7mJFJr, W1.4L YVSUUi Ri]W �} W21-5 .,rnr�xrF�nrrrrrfn W23-7 W20-301 (PREVIOUSLY INSTALLED) R2-1 (BIVV) (PREVIOUSLY (PREVIOUSLY INSTALLED) (PREVIOUSLY INSTALLED) (PREVIOUSLY INSTALLED) rum SK Sh1n• Rd Io RSDS (PREVIOUSLY INSTALLED) LEGEND F CLASS A SIGN - POST MOUNT RADAR SPEED DISPLAY SIGN (RSDS) TEMPORARY SIGN IT MIN HEIGHT) ® ® TRAFFIC SAFETY DRUMS LANE USAGE (TRAFFIC FLOW DIRECTION) 0 50 100 SCALE IN FEET WORK -ZONE TRAFf.1C._CONTROL CONSTRUCTION NOTES' OTEMPORARY DOUBLE YELLOW CENTER LINE O2 TEMPORARY WHITE EDGE LINE O3 TEMPORARY DOTTED EXTENSION LINE O TEMPORARY STOP LINE O TEMPORARY BARRIER SIAGES.>JNSTRUCTION—NOTES: 1. MAINTAIN TRAFFIC AS ESTABLISHED IN THE PREVIOUS STAGE, j FILE NAME c:w"M%MnOhc02kv- "dot 101M'79az cbm YS fL mim � k vhm 2_04,54 PM e — — 0 DATE 121412023 �� .'Art FED.AID PROJ.NO. Ma„ T SR104 PARADISE BAY TO SHINE RD � TC71-E — p PLOTTED BY SancheD2 10 WASH■.. Y �. JAQB.g INTERSECTION SAFETY IMPROVEMENTS .nn '0B DESIGNED aT &SANCNF2 — - — - - 210523 Washington State Pl1TER>•n BY M. WAINSCOTT 'u,, - Department of Transportation CHECKED BY & DING 1-Y -�*m• w��. PROD. ENGR. B. FORD, P.E. _ XL611B —A,E TRAFFIC CONTROL PLAN -STAGE 1C sHE REGIONAL AD1/, $, ROARK, P-E. REVISION DATE PARADISE SAY 10 11ryE qG 4. EXISTING WETLAND 7gP�K 13sr�� STOP s7,7,,, Tlda l! 24.. �Lm< <:,Tl.: - - /antic Sfafe ParA' Rd lAl`11 TEMP BARRIER ��� R3-1 (BIRAM (PREVIOUSLY INSTALLED) �,: 4� jr (—R1-1 (WIR) _ 24" Pgvoo. lJl V (PREVIOUSLY INSTALLED) TSR1 LINE - V 70'CE LIZATIOM F _ DEVICE SPAGNG DEV .. -� FILL iu "�� �w IUL • TEMP BARRIEt t"" 1 30" TEMP BARRIER qB•• (PREVIOUSLY INSTALLEDti R) CJt (PREVIOUSLY INSTALLED) c F • . . • r - C •� - � N • • • Ctin 30" CUi ___i `Uf l�%%�lrrll7A'mrJ•m7Ytll� rj1� .y Wl2-S01R (B/Y) 1991 MOUNT ON TL-2 e • Y 60' �30" 46" Ilm�Y1I�7s7+71 ..fl TSPB1 LINE } WIy2-2L (BID) 071/'MYY/%2 DA 30, W1-6� )_1 (PREVIOUSLY INSTALLED) �,r,y7rr�+�f""�n�m CLOSED 30D����,,, s� (PREVIOUSLY INSTALLEQ)���yrJlrjy77Y/n R71.2 (B/W)mo� e• s` TEMP IMPACT ATTENUATOR rt (PREVIOUSLY INSTALLED) SKIN pE. G x �O MRtr 70NF-lRAFFlr CON=L D SCALE 0 FEET CONSTRUCTION NOTFS: LEGEND O TEMPORARY DOUBLE YELLOW CENTER LINE qB.. O2 TEMPORARY WHITE EDGE LINE % PREVIOUSLY CONSTRUCTED pb ROAD �{ CLOSED 30 O3 TEMPORARY DOTTED EXTENSION LINE 1� TEMPORARY PAVEMENT S UNDER CONSTRUCTION 'Igoe RI 1-2 (BIW) O4 TEMPORARY STOP LINE R f! O TEMPORARY BARRIER i F CLASS A SIGN POST MOUNT CONSTRUCTION SIGN CLASS A (5'MIN HEIGHT) STAGE CON STRU CT1ON NOTES- 1. CLOSE SHINE ROAD APPROACH TO SR 104. c SIGN SEE SHEET DU7-E FOR DETOUR PLAN, z® TRAFFIC SAFETY DRUMS 2 INSTALL DETOUR SIGNING PRIOR TO CLOSING e LANE USAGE SHINE ROAD, (TRAFFIC FLOW DIRECTION) 3 CONSTRUCT ASPHALT PAVEMENT FOR TYPE III BARRICADE SOUTHEAST PORTION OF THE ROUNDABOUT AND SHINE ROAD APPROACH (DO NOT TEMPORARY IMPACT INSTALL SPUTTER ISLAND), �I ATTENUATOR a o TEMPORARY BARRIER 6 FILE NAME C:knonLanchedbyw watlond0{79722UCL611S PS TC 012. n 6 TIME 6:x:39 PM EOw" "'^^ FED.AID PROJ.NO. a� SR104 PARADISE BAY TO SHINE RD DATE 11/612023 p70 .Y� g TC12-E PLOTTED BY SancheD2 7 Q DESIGNED BY D.SANCHE2 '°a'""�" F.i .IACdL�B•.Qs Washington State INTERSECTION SAFETY IMPROVEMENTS .ENTERED BY M. WAINSCOTT 210523 N i 9 sxeer ` CHECKED BY B. DEARING cmrtaen "o ."c,,,�.,,.." p Department of Transportation 6 PROJ. ENOR. B. FORD, P.E. XL6118 — TRAFFIC CONTROL PLAN -STAGE 1C REGIONAL ADM. 5. ROARK, P.E. REVISION DATE BY ,a'w M LEGEND PREVIOUSLY CONSTRUCTED '!'.•!:: TEMPORARY PAVEMENT IM CONSTRUCTION SIGN CLASS A (5' MIN HEIGHT) N SIGN ® TRAFFIC SAFETY DRUMS _ LANE USAGE (TRAFFIC FLOW DIRECTION) TYPE III BARRICADE — TEMPORARY BARRIER 0 50 100 SCALE IN FEET WORK ZONI- TRAFFIC_ CONTROL CONSTRUCTION— NOTES: O TEMPORARY DOUBLE YELLOW CENTER LINE O2 TEMPORARY WHITE EDGE LINE O3 TEMPORARY DOTTED EXTENSION LINE O TEMPORARY STOP LINE O TEMPORARY BARRIER SIAGF CONSiRLLCUON—NOTF& 1. MAINTAIN TRAFFIC AS ESTABLISHED IN THE PREVIOUS STAGE, �d5• 4a' W7-4R (PREVIOUSLY INSTALLED) 14 SR 104 48" sHou�,7�R WORK 41s" W21-5 (PREVIOUSLY INSTALLED) FILE NAME %anchedMdORO4T42rAtAM MTIME DATE Sane eD2 PS TC Md n FBD.AIO PROJ.NO. vim, � , 'ou,« r rr. nw+as= JAMBS � �IAf Washington State Department of Transportation SR104 PARADISE BAY TO SHINE RD INTERSECTION SAFETY IMPROVEMENTS TRAFFIC CONTROL PLAN -STAGE 1C TC13-E _ 10 A8 _ PLOTTED BY SancheD2 DESIGNED BY D- HEZ z1Gs21 —� T o, •••���• ENTERED BY M.W GOTT CHECKED BY B. WARM n.ee.e. w. kal i i.O XL6118 Paw. ENOR, B. FORDIPZ M_ REENEWAL AD & ROARK. P.E. REvIsIbN GATE BY LEGEND $ I PREVIOUSLY CONSTRUCTED _ TEMPORARY PAVEMENT yE CONSTRUCTION SIGN ` CLASS A (5' MIN HEIGHT) G ® TRAFFIC SAFETY DRUMS LANE USAGE (TRAFFIC FLOW DIRECTION) 3 �►I TEMPORARY IMPACT ATTENUATOR TEMPORARY BARRIER 0 50 100 p SCALE IN FEET 6 FILE NAME c:ulannlaanchadll w Yndot1d0479T721%L6118 PS_VC 01 i.d n TAME 6:i6:49 AM e DATE 111612023 s PLOTTED BY SancheD2 0. OEMNED BY D. SANCHE2 ENTERED BY M. WAINSCOTT CHECKED BY B. DEARING PROJ. ENOR. B. FORD. P.E. REGIONAL ADM. S. ROARK. P.E. REVISION =RFK.--ZQNE—TRAFFlC CONTROL. CONSTRUCTION NOTES O TEMPORARY DOUBLE YELLOW CENTER LINE O TEMPORARY WHITE EDGE LINE O3 TEMPORARY DOTTED EXTENSION LINE O TEMPORARY STOP LINE OS TEMPORARY BARRIER SSAC7E CQ1ST3UfInDN_NO.TE+S.' 1. MAINTAIN TRAFFIC AS ESTABLISHED IN THE PREVIOUS STAGE. FED.AID PROJ.NO. Amok SR104 PARADISE BAY TO SHINE RD "—" o" AS ; ` A TC14-E INTERSECTION SAFETY IMPROVEMENTS 210523 y C JACQBS Washington State .* ft, ra """� • Department of Transportation XL6118 - TRAFFIC CONTROL PLAN - STAGE 1C erE. LINE DATA CURVE DATA NO. BEARING DISTANCE NO. P.I. STATION DELTA RADIUS TANGENT LENGTH 3 S85.13'40"E 58.7]' TSR2 146+31.05 03.33'36" RT. 5545.00' 172.37 344.53' TSR2 144+00.00 P.O.B. w 549972.Eo $ E 1524009.763 TSR1 w LIVE 5� r .1 Y 145 12' `i sx 111 h M F TSR2 144+58.73 P.C. S w TEMPORARY ADHESIVE „/BEGIN TSR2 LINE �� TRANSVERSE RUMBLE STRIPS MATCH5R2EX749+59Y 12'RT.j 40'CHANNELIZATION (NG PREVIOUSLY INSTALLED) ( DEVICE SPACING 500'+1- G' 'pp . 400'+1- BEGIN TAPER 4W' �7mr 48" �rmmn�rmrr 7ixr?1�rinrrmrr?l�rrr 4$. 7/nirmJa/F1/7fnirml7Ynr�mrri77?mrrmrr/J7�7S�7rii7�m 4W' r WSSDOT OW 7lJRTIJF/n/.MATCH EXISTING aJ7iJ!/�77! TrmrY/rlrY/Ilrrml7/rTfrYn�lmtY SHOULDER �a7nm� �mnmrra77r} LIMB SHOULDER SPEED WORK STRIPS CLOSED LIMIT 4d" ,��. 4r 48" 40 W21.5 W23-7 'PREVIOUSLY (PREVIOUSLY INSTALLED) W20-301 (PREVIOUSLY INSTALLED) SI 0B Rd" W1.4R R2-1 (BMW) INSTALLED] _ __ ----- _ - -__ -- - � - (USE EXISTING SIGN PANEL) M FILE NAME TIME DATE LEGEND CLASS A SIGN - POST MOUNT RADAR SPEED DISPLAY SIGN (RSDS) TEMPORARY SIGN IT MIN HEIGHT) TRAFFIC SAFETY DRUMS LANE USAGE (TRAFFIC FLOW DIRECTION) iANCHE2 WAINSCOTT DEARING FORD. P.E. YOM Am ffff RSDS (PREVIOUSLY INSTALLED) WORK i_ONE TRAFFIC -.CONTROL CONSTR IC:TION NOTFS TSR7 TSR2 O1 TEMPORARY DOUBLE YELLOW CENTER LINE 7' MIN LINE LINE 24'-20' VAR 4 O2 TEMPORARY WHITE EDGE LINE SHL.OR O3 TEMPORARY DOTTED EXTENSION LINE O TEMPORARY STOP LINE EXISTING GROUND O TEMPORARY BARRIER -__-___---_-______1J_�3____-__- O6 TEMPORARY PAVEMENT SECTION 2A-1 NOT TO SCALE STAGE CONSTRLICTION iiOTEfi TSR2 144+59 TO 147+42 1. MAINTAIN SR 104 WB TRAFFIC IN SAME ALIGNMENT FROM PREVIOUS STAGE. 2. SHIFT SR 104 EB TRAFFIC SOUTH OF CENTERLINE, 3. MAINTAIN RUMBLE STRIPS AND SIGNING INSTALLED IN PREVIOUS STAGE. 1--1------4 0 50 100 SCALE IN FEET FED.AID PROJ.NO. „h sae ' � 21CS23 2] &a."and' W 'Ge..� w �owmn xo Win XL6118 a� T Washigton State Department of Transportation SR104 PARADISE BAY TO SHINE RD INTERSECTION SAFETY IMPROVEMENTS TRAFFIC CONTROL PLAN -STAGE 2A " w TC15-E CURVE DATA Na P.L STATION DELTA RADIUS TANGENY LENGTH TSR2 146,31.05 O3'3313V RT. 5545.00' 172.37 344.53' TSR2 149+WA 03'01'W LT. 5545,00' 146.48' 292.90' TSR2 156#18.70 13'26'42" RT. 1f85.0O' 1344V 278.07' TSR2 161+45.03 16"2rldV' RT. 1:y60.00' SSLW 311AA& TSP82 10+41.28 whir LT. 290.00' 41.28' 02.00' - 7SF182 11+3220 OB'O6'SC' LT. 625.00, SOAO' 99.79' 78P$2 12•17.64 43'26'23" LT. 90.00' 35.05' 60.24' TSPB2 13+OS.O9 95.31'07" RT, S0.00' S5.06' 1 03-N TSP82 13+82.54 1 "'1TOT' LT. t15.W 49AS' 1 52.9V TSR2 147+7t,Pt ( BEGIN TAPER 0 8 v L r KEEP � 30" RICHI 7B (aim 3 I TSR2 148+03.26 P.R.C. TSR2 147+421 (1SRT.) BEGIN n F---1 0 50 100 SCALE IN FEET LEGEND PREVIOUSLY CONSTRUCTED TEMPORARY PAVEMENT ® UNDER CONSTRUCTION FULL DEPTH PAVING ® UNDER FLAGGING CONTROI CONSTRUCTION SIGN CLASS A (S' MIN HEIGHT) a SIGN A 0 TRAFFIC SAFETY DRUMS _ LANE USAGE (TRAFFIC FLOW DIRECTION', 'c'ct TYPE III BARRICADE �►I BARRIER ATTENUATOR o TEMPORARY BARRIER -^ TEMPORARY DRAINAGE PIPI TIME 3:15:52 PM DATE 121412021 PLOTTED BY SancheD2 DESIGNED BY D. SANCHEZ ENTERED BY M. WAINSCOTT CHECKED BY B. DEARING PROJ. ENGR. B. FORD, P.E. REGIONAL ADM. S. ROARK. P.E. TSR2 150+74t I IN BEGIN TAPER LINE DATA NO. BEARING DISTANCE 9 S84.41'39"E 272.71' 883'1S'39"E 110A8' S69"48'S8"E 234.68' 12" 36.. OMyL 113N) TSR2 150+96.15 P.T. �y 40' CHANNELIZATION DEVICE SPACING TSR2 148+391 (17^_t -`0 RT f#1:Gfl�. TSR2 150K6 TSR2 150+86t WORK ZONETRAFFICG ROL CONSTRUCTION NOTES• O TEMPORARY DOUBLE YELLOW CENTER LINE O TEMPORARY WHITE EDGE LINE O3 TEMPORARY DOTTED EXTENSION LINE O4 TEMPORARY STOP LINE OS TEMPORARY BARRIER Ofi TEMPORARY PAVEMENT O7 TEMPORARY DRAINAGE PIPE STAGE_M&STRl CTION_.NOTES 1. MAINTAIN SR 104 WE] TRAFFIC IN SAME ALIGNMENT FROM PREVIOUS STAGE. 2, SHIFT SR 104 EB TRAFFIC TO TSR2 ALIGNMENT. I SHIFT SHINE R❑ TRAFFIC TO TSPB2 ALIGNMENT. 4. CONSTRUCT PORTION OF PARADISE BAY RD APPROACH (TSPB2 ALIGNMENT) SHOWN AND CONTINUE SR 104 CONSTRUCTION (NO SPUTTER ISLAND CONSTRUCTION). S INSTALL DETOUR SIGNING AS APPLICABLE TO RESTRICTED MOVEMENTS. ADD R11-2 ROAD CLOSED SIGNS TO TYPE III BARRICADES AT SR 104-SHINE RDIPARADISE BAY RD INTERSECTIONS. 6. SEE TC31-E FOR FLAGGING CONTROL DETAILS 7. PROVIDE THE FOLLOWING LATERAL BARRIER DISPLACEMENT AS FOLLOWS: A- PINNED BARRIER SHALL BE INSTALLED PER NOTE 13 ON SHEET TC1-E B- UNPINNED BARRIER SHALL HAVE MINIMUM T FROM THE BACK OF THE BARRIER TO THE WORK AREA 110 PAI 210521 m wl w EXISTING WETLAND 7 TSPE12 13+1 TSR2 157.673 (11' Lt.) 2 24" BEGIN AV CHANNEUZATION DEV )C6 SPACING -� i3 TSR2 136r5Ta (77'LT.) �1 R3.2 (BIRM) 5 `••• BE BEG1H 7 LINE - l�. TSR2 156+683 {15Y RT.} � . V y TSR2 156+873 ti7' RI 2 TSR2 153+60.95 PJ. 1 3 - BEGIN TSR2 154+053 (15' RT.) TSR2 157+00t EAtI I G {( _ TSR2 154+79.02 P.C. �.:/�NO r01 ----L, GOTSPB2 12+50.03 P.R.C. s 161J-Y41FZPln 10'CHANNELIZATION DEVICE SPACING TSPB2 11+81.79 P.C.C. lye �10-8240 10+92.t EXISTING TSPBP.C.C. 01.0 TSPB2 10+00.00 P.O.B. TT -EA.,. E 1525206.070 TSPB2 LINE TSR1 TSR2 LINE LINE 4'MIN 20'11' I VAR I 11'MIN SHLOR GROUND rn 1 �i �iI �r2l.' R 1 SECTION 2A-2 4" HMA DIKE NOT TO SCALE 12" HDPE TEMPORARY TSR2 147+42 TO 150+74 DRAINAGE PIPE t� TSR2 148+39 TO 156+66 Tn R1.1 (WIR) S I V P IPR..... %SLY INSTALLED) 24" W °p�Rry 24„ R3.2 (B!R!W) S`-- R3-2 (BIRIWy (PRE11tOUSLY INSTALLED) 6 TSH2 159N 7! (71'LT.) HANN"'AT" ICE SPAGlNG �'fad 199+9f" P.C: - TSR2 160+]Ot 012 Nr 1 ®361. W12-%IR IBM MOUNT ON TI: 3 TSR2 158+87t (f6' l'9- - ` TSR2 158+463 (11' F TSR2 1 s7.57,p9 A.T. € ------- BEGIN 7ninE RD 7SPB2 LINE RI-1 (WIR) C7rtP (USE EXISTING J 1 V SIGN PANELS) D4" R3-2 (BIRlVV) I VAR 7SR1 CONST TSH2 LINE AREA LINE 4' �" `-- TSR2 160+533 05'RT.) y N �TBSR�;2 760+57t (16' RT.) n�l 5 ]..,R2. 6 11 MIN 3.i47 11'MIN EXISTING = 1'MIN- GROUND K 2 VAR '-L- 1 1 -Ij SECTION 2A-4 NOT TO SCALE TSR2 160+53 TO 163+94 4' -4 1' MIN Cr2 r- FINISHED GROUND - 0 355' COMMERCIAL HMA 12" 0, 35' CSBC 0.35'COMMERCIAL HMA 12" VAR 0.35' CSBC TSR2 TSR7 LINE TEMPORAtiY DRAINAGE XOTFS, LINE CONST 1. INSTALL 12 INCH HDPE DRAINAGE PIPE AT A 4" ! AREA16'-3.5' 11'MIN 4 CONSTANT GRADE TO CONVEY UPSTREAM DITCH 11-MIN VAR FLOW TO PROPOSED DRAINAGE STRUCTURE DROI-0 I p WITH A MINIMUM COVER OF O.5 FEET- EXISTING I :1, 'IH 2. THE UPSTREAM INVERT OF THE 12 INCH HDPE GROUND m lg pp y FINISHED DRAINAGE PIPE SHALL EQUAL THE EXISTING -- ` "11 GROUND ELEVATION OF THE DITCH BOTTOM. -� 3. THE DOWNSTREAM INVERT OF THE 12 INCH HDPE SECTION 2A-3 DRAINAGE PIPE SHALL EQUAL 93.85 FEET- 41D PROJ.NO. >��y XL6118 .� TSR2 150+74 TO 160+53 MAP SR104 PARADISE BAY TO SHINE RD TC16-E Washington State INTERSECTION SAFETY IMPROVEMENTS Department of Transportation TRAFFIC CONTROL PLAN - STAGE 2A w� Sj Shine TldOnnds Soto Park Rd TSR1 LINE TSR2 164+433 It' LT.) 4' MIN 4 1 TSR2 162+96.17 P.C.C. 30" W1-6R (B/0) TSR2 LINE TSR2 164+211 OVRT- END "�-ZS TSR2 163+943 (15' RT.)f-_,, 24" KEEP RIC 0" Jr 3 ;Hl 3 R4-78 r (BAN) _ 40'CHANNELIZATION r DEVICE SPACING 7 TSR2 166+20.11 P.T. TSR2 168+34 N MATCH EXISTING TSR2 168f34>: 1 ,�f15� MATCH EXISTING -8- - r--1-70170— 1 L 8, TSR2 1fiB+343 (12' MATCH EXISTING TSR1 TSR2 LIRE LINE 4'1' 1 4' 8' I V-12' jj' VAR l l'-12' GROUN ! 1 GROUNO ��pp SECTION 2A-5 NOT TO SCALE TSR2 163+94 TO 168+34 ` LEGEND 1 RK-ZONE 7B.AEEAC_.C17I1MQL CONSTRUCTION NOTES' I_ PREVIOUSLY CONSTRUCTED O TEMPORARY DOUBLE YELLOW CENTER LINE �- TEMPORARY PAVEMENT a �l�i1t1=; UNDER CONSTRUCTION O2 O3 TEMPORARY WHITE EDGE LINE TEMPORARY DOTTED EXTENSION LINE FULL DEPTH PAVING ® UNDER TRAFFIC CONTROL O4 TEMPORARY STOP LINE CONSTRUCTION SIGN CLASS A (5' MIN HEIGHT) 5 O TEMPORARY BARRIER G a SIGN O TEMPORARY PAVEMENT z 0 TRAFFIC SAFETY DRUMS $TAGS 1'-OhlmucnoER S LANE USAGE 1. MAINTAIN SR 104 WB TRAFFIC IN SAME ALIGNMENT (TRAFFIC FLOW DIRECTION) FROM PREVIOUS STAGE, TYPE III BARRICADE 2, SHIFT SR 104 EB TRAFFIC TO TSR2 ALIGNMENT. �I TEMPORARY IMPACT 31 CONSTRUCT FLAGGING ATTENUATOR� OPERATION DURINGPORTION PERMISSIBLE4 HOURS AS 0 50 100 NECESSARY, o TEMPORARY BARRIER SCALE IN FEET 4, SEE TC31-E FOR FLAGGING CONTROL DETAILS, FILE W41NE 0v"Mw11[hpd wHa0dW79222"Il TC 017 n TIME 3:03:26 PM .. ...... FED.AID PROJ.NO. u DATE 121412023 3Y M. WAINSCOTT BY B. DEARING 1. B. FORD, P.E. ADM. S. ROARK, P.E. REVISION 210523 rwwe+ iw ierane� w XL6115 TSR2 171+11.85 P.O.E. ._ —14 49PST,862- E 1526460.521 d g" W1-4R (PREVIOUSLY INSTALLED) 44 SR 104 CURVE DATA NO. P.I. STATION DELTA RADIUS TANGENT LENGTH TSR2 161+45.03 16'27'14" M. 1060.00' 1 153.26' 304AW TSR2 164+S8.23 04-38'24" RT. 4000.00' 1 162.06' 323.9V LINE DATA NO. BEARING DISTANCE S48'43'20"E 491.74' Amok MAW .Mills Washington State Department of Transportation 48" 5HOULOER WORK d8" W21.5 (PREVIOUSLY INSTALLED) SR104 PARADISE BAY TO SHINE RD INTERSECTION SAFETY IMPROVEMENTS TRAFFIC CONTROL PLAN - STAGE 2A SH— TC17-E CTSR2 144+59t (W. LTj 40' CHANNELRATION G DEVICE SPACING BEGIN TAPER MATCH EXISTING I 7' SR 104 145 1 II lllll ` } M } L B' TEMPORARY ADHESIVEe415",$"TSR2 LINETRANSVERSE RUMBLE STRIPS R(II�BLE (PREVIOUSLY INSTALLED) STRIPS-' Jr�nr rW21-5(PREVIOUSLY 'Y�%/fnm/lmrrmr. ----� W23-7 W20-301 W1-4R ( INSTALLED) (PREVIOUSLY INSTALLED) (PREVIOUSLY INSTALLED) PREVIOUSLY INSTALLED) SPEED LIMIT 40 Shh1• Rd R24 (BAN) (USE EXISTING SIGN PANEL) RSDS (PREVIOUSLY INSTALLED) WORK ZONE_T]RAEEIC_C0NlR01 CONSTRUCTION NOTES: O TEMPORARY DOUBLE YELLOW CENTER LINE TSR2 LINE O2 TEMPORARY WHITE EDGE LINE T-4' 24'-11' 12'-11' 8"4. O3 TEMPORARY DOTTED EXTENSION LINE LEGEND O TEMPORARY STOP LINE O TEMPORARY BARRIER i r EXISTING GROUND h CLASS A SIGN - POST MOUNT O6 TEMPORARY PAVEMENT --/ i SECTION 213-1 RADAR SPEED ST GE_C=TBL =lON.--NQIES: NOT TO SCALE DISPLAY SIGN (RSDS) 1. MAINTAIN SR 104 EB TRAFFIC IN SAME ALIGNMENT FROM PREVIOUS STAGE, TSR1 144+59 TO 142+07 TEMPORARY SIGN 2. SHIFT SR 104 WB TRAFFIC TO TSR2 LINE, (5 MIN HEIGHT) 3 MAINTAIN RUMBLE STRIPS AND SIGNING INSTALLED IN PREVIOUS STAGE G G TRAFFIC SAFETY DRUMS LANE USAGE 0 50 100 (TRAFFIC FLOW DIRECTION) SCALE IN FEET FILE NAME =W"Mwanchadrow wedo1WW797ZZXL6115 PS TC 0194gn s FFii 7 s F`KN�ti .�7OBS ��w Y Washington State Department of Transportation err 1w e SR104 PARADISE BAY TO SHINE RD TC19-E INTERSECTION SAFETY IMPROVEMENTS o. TIME 2:02:55 PM EO1Ox •'"" p10 FED.AID PROJ.NO. DATE 121412023 — AS PLOTTED BY S2nche02 DESIGNED BY D.SANCHEZ ztcsz3 ENTERED BY M. WAINSCOTT C"EC_K_ED_BV B.DEARING �o„e,"R.o .xno•.a TRAFFIC CONTROL PLAN -STAGE 2B I IIEEI PROJ, ENGR. B. FORD, P.E. XL6118 •E REGIONAL ADM. S. ROARK, P.E. REVISION DATE BY EXISTING WETLAND � •• � l TSR2 156+861 (32k LTa 10DEVICE SPACI'CHAH.-RO G T NG END WgODROW.II!l���� .4)B'• 5 TSR2 156+511 (75'1-F,] J W1.4R 4' _ TSR2 147+781 111,1k LT.) ^ TSR2 156+513 OV LT^) V TEMP BARRIER 2 ; END PREVIOUSLY INSTALLED - - - BEGIN MATCH PREVIOUSLY INSTALLED - - •t --- 7SR2 LINE - �= DEVICE SPACING 4' - C TEMP DRAINAGE PIPE �+ PREVIOUSLY INSTALLED 24, ® (PREVIOUSLY INSTALLED) E I}`l} C', 48" R3-2 (B!RlkYJ 1 (PREVIOUSLY INSTALLED) �i Cu ��myrprlrr7rlr/�rrr�rrrrfr77Ac��,' 4' Y 46" ��»y7lrlYl%�!%1�00T�W W2-2R (B/O) rr77 �/17 LEGEND PREVIOUSLY CONSTRUCTED ® TEMPORARY PAVEMENT UNDER CONSTRUCTION CONSTRUCTION SIGN CLASS A (5' MIN HEIGHT) SIGN 0 TRAFFIC SAFETY DRUMS LANE USAGE (TRAFFIC FLOW DIRECTION) '2ct TYPE III BARRICADE �I TEMPORARY IMPACT ATTENUATOR o TEMPORARY BARRIER -^•—m— TEMPORARY DRAINAGE PIPE VIK'1RK CONCTRII »NE IRAMC_-CONTROL .TION NOT ¢- O TEMPORARY DOUBLE YELLOW CENTER LINE O TEMPORARY WHITE EDGE LINE O3 TEMPORARY DOTTED EXTENSION LINE O4 TEMPORARY STOP LINE TEMPORARY BARRIER 0 50 100 SCALE IN FEET O TEMPORARY PAVEMENT STAO/`COTIISTRLLCT]ON_ ..NOTES: 1. MAINTAIN SR 104 EB TRAFFIC IN SAME ALIGNMENT FROM PREVIOUS STAGE � T$R2 i57++3r (39.6Y LY,I 4— ROAD CLOSED 3D•- -�� 111-2 (81W) - _ TSR2 157+67t (16'LT.) 5 R3-7 B 2 -4 TR15-171 III-L�T4 ^R'T'EIM_P— •�^. BARRIER MATCH PREVIOUSLY INSTALLED 311- PREVIOUSLY INSTALLED 30•' W12 SD1R (srY) (PREVIOUSLY INSTALLED) R1-1 (WIR) (USE EXISTING SIGN PANELS) [TSR2 157+671 (IVLT.) 3 2 BEGIN 5 - TSPB2 LINE TSR2 LINE 4 fl'IMIN 11-MIN EXISTING GROUND 1 MIN 1 1 , L 2 VAR 2% 2. SHIFT SR 104 WB TRAFFIC TO TSR2 LINE TSR2 LINE 3. CLOSE PARADISE BAY ROAD APPROACH TO SR 104 4'MIN I 4'MIN' SEE DETOUR PLAN SHEET DU2-E llMIN I ll'MIN SHLOR 4. INSTALL DETOUR SIGNING PRIOR TO CLOSING PARADISE BAY ROAD,EXISTING w VAR 5. CONSTRUCT ASPHALT PAVEMENT FOR PARADISE BAY GROUND 2k',Jy� 1r APPROACH.(DO NOT INSTALL SPUTTER ISLAND.) 6- TEMPORARY ASPHALT PAVEMENTS TO MATCH 4"HMA DIKE EXISTING ASPHALT WITH ROUNDABOUT PAVEMENT. 0.35'CSBC 435'DDMMERDIAL HMA 1/2" 7. PROVIDE THE FOLLOWING LATERAL BARRIER 12" HDPE TEMPORARY DISPLACEMENT AS FOLLOWS: SECTION 28-2 DRAINAGE PIPE A PINNED BARRIER SHALL BE INSTALLED PER NOTE 13 ON SHEET TC1-E NOT TO SCALE TSR2 148+39 TO 156+66 B. UNPINNED BARRIER SHALL HAVE MINIMUM TFROM TSR2 147+42 TO 150+74 THE BACK OF THE BARRIER TO THE WORK AREA, SECTION 2B-4 TSR2 160+57 TO 164+42 -4'SHLDR �T MIN 2 FINISHED '•�1 GROUND - 035COMMERCIAL HMA 1Y2" 0.3T CSBC TSR2 LINE 4'MIN 11'MIN 11'MIN 4'MIN I'MIN EXISTING 1 q N I1 FINISHED GROUND �`- GROUND TSR2 150+74 TO 160+57 i( FILE NAME e:tuaanlaanehed 2lpw wxdoi1d04Tl72257IL61i6 PS TC 62O.d n kTIME 3.24:52 PM 14M '"" FED.ATD PROJ.ND. ,N� +� :� y4 JAMBS . WO SR104 PARADISE BAY TO SHINE RD INTERSECTION SAFETY IMPROVEMENTS , g DATE 121412023 10 AS TCr20-E tl PLOTTED BY SancheD2 _ DCOMb BY 0_SANCHF2 +� • e ENTERED BY M. WAINSCOTT 210523 7 Nip-�0+ Washington State Department of Transportation feET rana y CHECKED BY B. DEARING fi ea.nrn � iaa•np4 *0 XL6118 PROJ. ENGK B. FORD •P.E. REGIONAL A.M. S.ROARK,P.E. REVISION aATE BY TRAFFIC CONTROL PLAN -STAGE 2B LEGEND o PREVIOUSLY CONSTRUCTED f.F. •'I TEMPORARY PAVEMENT CONSTRUCTION SIGN CLASS A (S' MIN HEIGHT) B ® TRAFFIC SAFETY DRUMS LANE USAGE (TRAFFIC FLOW DIRECTION) �I TEMPORARY IMPACT ATTENUATOR TEMPORARY BARRIER FILE NAME do nd0475 TIME 3:00:43 PM DATE 12MI2023 PLOTTED BY SeneheD2 0 50 100 SCALE IN FEET SR 104 VMRK—MNE IW-EjC CD11LTRQL CONSTRUCTION NOTES• O TEMPORARY DOUBLE YELLOW CENTER LINE OTEMPORARY WHITE EDGE LINE O TEMPORARY DOTTED EXTENSION LINE O TEMPORARY STOP LINE O TEMPORARY BARRIER OTEMPORARY PAVEMENT STAGE-CONST.RUCTMN-NOTE 1. MAINTAIN SR 104 EB TRAFFIC IN SAME ALIGNMENT FROM PREVIOUS STAGE. 2. SHIFT SR 104 WB TRAFFIC TO TSR2 LINE A8" SHi3ULpER WORK 41 W21-5 (PREVIOUSLY INSTALLED) all e .uE FED.AID PROJ.NO. Alomb, "'"" neE HO T SR104 PARADISE BAY TO SHINE RD TC21-E to wAs � ■.- 210523 a +�AC�B� Washington State INTERSECTION SAFETY IMPROVEMENTS ,a4 Department of Transportation XL6110 „.TE TRAFFIC CONTROL PLAN - STAGE 2B .*.*< �. mnuvinuv rwwa iv anirvc nucv"rvuo D STATE PARK RD C� r t. yyl(j$t��OfJF TRAFFIC. rO1VIfiOL C:ONSTR I .TION NOT & O7 TEMPORARY DOUBLE YELLOW CENTER LINE O TEMPORARY WHITE EDGE LINE O3 TEMPORARY DOTTED EXTENSION LINE O TEMPORARY STOP LINE O TEMPORARY BARRIER O TEMPORARY PAVEMENT LEGEND STAGE —CONSTRUCTION NoT3"s 1, CLOSE PARADISE BAY RD APPROACH TO SR 104. SEE DETOUR PLAN PREVIOUSLY CONSTRUCTED SHEET DU2-E. 2, INSTALL DETOUR SIGNING PRIOR TO CLOSING PARADISE BAY ROAD. TEMPORARY PAVEMENT V�7777��77��}7� FULL DEPTH PAVING 3, PROVIDE FLAGGERS TO DIRECT TRAFFIC FOR ACCESS TO SHINE Y_CCCllllll UNDER FLAGGING CONTROL TIDELANDS STATE PARK DURING WORKING HOURS, COVER OR REMOVE FLAGGING SIGN SERIES DURING NON -WORKING HOURS AND MAINTAIN FLAGGER ACCESS TO THE PARK. a SIGN - - 4. CONSTRUCT ASPHALT PAVEMENT FOR PARADISE BAY ROAD APPROACH TYPE III BARRICADE 0 50 100 AND SHINE TIDELANDS STATE PARK ROAD (DO NOT INSTALL SPUTTER 'cat SCALE IN FEET ISLAND). FILE NAME c:IuunWmchoEFZpw Y dalkd047972IlXLf116 TIME 18:07:08 'I DATE 11100123 PS TC 022-d — EO1OF ""R xn FED.AID PROJ.NO. p '9 w "'" ■��/�p� y/llMB -„ Washington State Department of Transportation SR104 PARADISE BAY TO SHINE RD INTERSECTION SAFETY IMPROVEMENTS TC22-E PLOTTED By s.SANCz IF. As '. DESIGNED BY D.SAINBCO �F ENTERED BY M. YVAINSCOTT ia°"�� 27C523 "„�� CHECKED BY B. DEARINci XL611 B PROD. ENOR. B. FORD, P.E. REVISION DATE By TRAFFIC CONTROL PLAN -STAGE 2B REGIONAL ADM. S. ROARK, P.E. SR 104 {llllll] — 1 4S" i6 L TEMPORARY ADHESIVE W, dS, TRANSVERSE RUMBLE STRIPS SHDi1LDER R(JIKI3LE (PREVIOUSLY INSTALLED) SyOLELDER WORK STRIPS CLOSED 48" 4$„ �irin�rmrrinfr�7pmrrm�i7Trrma 48" 7m•J///�m7�rrn�m7f�7m•7/m�7rrT>Tm•►riT�1n77m�7nm rfnm .��mnrnni��mr VV23-7 W20-301 (PREVIOUSLY INSTALLED) (PREVIOUSLY INSTALLED)(PREVIOUSLY INSTALLED) (PREVIOUSLY INSTALLED) LEGEND h CLASS A SIGN - POST MOUNT 03- RADAR SPEED DISPLAY SIGN (RSDS) Is TEMPORARY SIGN (5-MIN HEIGHT) ® ® TRAFFIC SAFETY DRUMS LANE USAGE 6~ (TRAFFIC FLOW DIRECTION) 0 50 100 SCALE IN FEET 1 WORK 70NE Tt2AMC CONTIR L CONSIRI I 11ON -NOTES O TEMPORARY DOUBLE YELLOW CENTER LINE O2 TEMPORARY WHITE EDGE LINE O3 TEMPORARY DOTTED EXTENSION LINE O TEMPORARY STOP LINE O TEMPORARY BARRIER STARE CONSTRUICT1ON NOTES 1. MAINTAIN SR 104 TRAFFIC IN SAME ALIGNMENT FROM PREVIOUS STAGE- 2 MAINTAIN RUMBLE STRIPS AND SIGNING INSTALLED IN PREVIOUS STAGE J. 7' � 745 � TSR2 LINE SPEED LIMIT 40 R2-1 (BIW) (USE EXISTING SIGN PANEL) RSDS (PREVIOUSLY INSTALLED) FILE NAME 0w lunch w■d■11dW7p7221XL611■ PS TC ormpon TIME 2:11:35 PM 1° "'"0 FED.AID PROJ.NO. 0 ¢ DATE 12H12p23 1u AS y •AF Ass SR104 PARADISE BAY TO SHINE RD TC23-E S PLOTTED BY 52ncheD2 - ■ DESIGNED BY D.SANCHE2 �~ INTERSECTION SAFETY IMPROVEMENTS 1Y„ y ENTERED BY M. WAINSCOTT 210523 Washington State L CHECKED 9Y B. DEARING ra*�.� ec +x.ner w �a,� �• Department of Transportation 6 PROlENGR- B. FORD, P.E. XL6118 TRAFFIC CONTROL PLAN - STAGE 2C s�«� REGIONAL ADM, S. ROARK P.E. REVISION DATE !Y ur ■e� EXISTING WET 3DLAND -•, FASADI$[ SAY RD 0430„ STOP W12-501R [9!Y) �.' �y54- dlpa 'S., (PREVIOUSLY lNSTALLEg] R7.1 (W!R] REMOUNT EXISTING SIGN -� TEMP W1�R nTSPB2 13+19t (16.2Y LT.) - BARRIER PREVIOUSLY INSTALLED TSR2 157+432 (39.6Y LT.) - -- __ TEMP PREVIOUSLY [ 5 BARRIER INSTALLED , , _ - �R LY �YY���Y�l PREVIOUSLYN62�A ELI LY LLF4 INSTALLED n u FILL • FY} vim.. I '. TEMP DRAINAGE PIPE -GOA !!! FILL 4'F • PREVIOUSLY INSTALLED o • TSR2 156+86t 13lY LTa N ■ TSR2 LINE 5 TEMP BARRIER i,� ■ ■ • cUT { MATCH PREVIOUSLY INSTALLED kl �� 301, PREVIOUSLY cD INSTALLED �l?lY�mn/�fY/iln/n!r //ys •' . % ��I Vga 1('y/`/'��i i _ n lam ir/%77m rt 82 12+681 Iffo SNm RA 1�L.�30" J lµ ✓� `./6 ,�jr� P rym'z W7 2-501 R (BM UN !7%77 rrm7��' OOOO T�pW (PREVIOUSLY INSTA rL?_EnD) W2-1 (USE EXISTING SIGN PANEL) ( A (USE EXISTING SIGN PANELS) $$ TSPB2 LINE 4 51�n oc 50 loco SCALE IN FEET LEGEND PREVIOUSLY CONSTRUCTED ! TEMPORARY PAVEMENT UNDER CONSTRUCTION CONSTRUCTION SIGN SIGN A (T MIN HEIGHT) a SIGN A ® TRAFFIC SAFETY DRUMS _ LANE USAGE (TRAFFIC FLOW DIRECTION) TYPE III BARRICADE �I TEMPORARY IMPACT ATTENUATOR o TEMPORARY BARRIER TEMPORARY DRAINAGE PIPE VIORK ZONE TRAFFIC. CONTRCL CONSTRUCTION NOTES O7 TEMPORARY DOUBLE YELLOW CENTER LINE O2 TEMPORARY WHITE EDGE LINE O] TEMPORARY DOTTED EXTENSION LINE O4 TEMPORARY STOP LINE OS TEMPORARY BARRIER O6 TEMPORARY PAVEMENT STAGECOhISlRLCTIOh[_.hIQTlES; 1. MAINTAIN SR 104 AND SHINE ROAD TRAFFIC ON ALIGNMENTS FROM PREVIOUS STAGE- 2- SHIFT PARADISE BAY ROAD TRAFFIC TO TSPB2 ALIGNMENT. 3. CONSTRUCT REMAINDER OF ASPHALT PAVEMENT NORTH OF TEMPORARY SR 104 ALIGNMENT AND PORTION OF ROUNDABOUT TRUCK APRON AND SR 104 APPROACH SPUTTER ISLANDS 4. TEMPORARY ASPHALT PAVEMENTS TO MATCH EXISTING ASPHALT WITH ROUNDABOUT PAVEMENT. NOTES 1. SEE SHEET TC30-E FOR INTERSECTION DETAILS. TIME 3:20:15 PM""' _ al"v FED.AID PROJ.NO. y .. aov ��+�B J r�a.7 ••- �// Washington State Department of Transportation SR104 PARADISE BAY TO SHINE RD INTERSECTION SAFETY IMPROVEMENTS TC24-E S DATE 1ai4r2oi3 10 wA8' 6 PLOTTED BY SancheD.SANoz DESIGNED BY D.SAINSCO � ENTERED BY M. WAINSCO7T CHECKED BY B. DEARING PROD. ENGR. B. FORD, P.E. J21CS23 21 C523 �•� ca ' .a XL611 B OA7E BY TRAFFIC CONTROL PLAN - STAGE 2C REGIONAL ADM. S. ROARK, P.E. _ REVISION 4B" W1-2L (PREVIOUSLY INSTALLED) 04 SR 104 ytiOEili.ZONF lRAEEiC_,C0NlROL CONSTRUCTION NOTES' OTEMPORARY DOUBLE YELLOW CENTER LINE LEGEND O TEMPORARY WHITE EDGE LINE O3 TEMPORARY DOTTED EXTENSION LINE CI PREVIOUSLY CONSTRUCTED O TEMPORARY STOP LINE UNDER CONSTRUCTION LLLlJJJ.liJJ O TEMPORARY BARRIER TEMPORARY PAVEMENT O TEMPORARY PAVEMENT CONSTRUCTION SIGN CLASS A (5- MIN HEIGHT) STA E CONS'MUL,TION__ NOT : ® TRAFFIC SAFETY DRUMS 1. MAINTAIN SR 104 TRAFFIC ON SAME ALIGNMENT FROM PREVIOUS STAGE, LANE USAGE _ (TRAFFIC FLOW DIRECTION) 2 MAINTAIN SIGNING INSTALLED IN PREVIOUS STAGE. TEMPORARY IMPACT 3, CONSTRUCT REMAINDER OF SR 104 ASPHALT PAVEMENT. ATTENUATOR o TEMPORARY BARRIER 0 50 100 SCALE IN FEET A8" fiU.I1LIlE WORK 411 W21-5 (PREVIOUSLY INSTALLED) ( FILE NAME cftw L Mdand047972ZXLS115 P5 TC 025- S TIME 3:18:40 PM — •T*" FED.AID PROJ.NO. ^"• �' °O DATE 121412023 10 g SR104 PARADISE BAY TO SHINE RD TC25-E = PLOTTED BY 53"CIOD2 • F DESIGNED BY D.SANCHEZ ��• • , , INTERSECTION SAFETY IMPROVEMENTS ENTERED BY M. WAINSCOTT 210523� a �B6 Washington State p CHECKEb BY B.DEARINfl Department of Transportation F PROJ. ENGR. B. FORD, P.E. _ _ XL611 B •� TRAFFIC CONTROL PLAN -STAGE 2C •�••�• REGIONAL ADM. S. ROAR P.E. REVISION DATE BY r� •*.r xp PREVIOUSLY CONSTRUCTED TEMPORARY PAVEMENT CONSTRUCTION SIGN CLASS A (5' MIN HEIGHT) N SIGN B ® TRAFFIC SAFETY DRUMS LANE USAGE (TRAFFIC FLOW DIRECTION) o TEMPORARY BARRIER ��adMs �Y Ru NT]RIC 70NF TRAFFIC. l RAFFI:ONTRC1i. :ONSTRLICTION NOTES• O TEMPORARY DOUBLE YELLOW CENTER LINE O2 TEMPORARY WHITE EDGE LINE O3 TEMPORARY DOTTED EXTENSION LINE O4 TEMPORARY STOP LINE OTEMPORARY BARRIER STAGE CONSTRUCTION 19OTE5 1, SHIFT PARADISE BAY ROAD TRAFFIC TO TSPB2 ALIGNMENT, NOTES -S, SEE SHEETS TC15-E TO TC18-E FOR TSR2 AND 0 50 100 TSPB2 ALIGNMENT DATA. SCALE IN FEET TIME •••• • 11;tlp:56 Aal"-� Er I'll FED.AID PROU.NO. nun ner no y DATE Ilrrrio2i — "° c° � SR104 PARADISE BAY TO SHINE RD ? PLOTTED BY SancheD2 to AS a= A TC26-E n ,DESIGNED BY D.SANCHEZ _ '°""'"°"" JAMB5 Washington State INTERSECTION SAFETY IMPROVEMENTS ENTERED BY M. WAIN OTT 210523 . 9 CHECKED BY B. DEARING Department of Transportation REGIOOJ. OLA B.FFORO ARK,P XL6718 TRAFFIC CONTROL PLAN -STAGE 2C REGIDAl11L ADM. S-ROARK, P.E. REVISION DATE BY W2-6P 4W2-6 15 W13.1P MPM (SEE NOTE 3) Q / F/ 20'CHANNELIZATION DEVICE SPACING SR 104 ` _a —a A � 2 1 K EP 30" W2.6 >� R4-7B (BIW) 3 FR ,n 15 av 13 , P 60" ��JT YPX 77/II�7i��7�j7T/l7fl//f7 (SEE NOTE 3) �T�TiJrgi17j77rj��frlrrirrrr�n�rfrriisrfij 24" _ R64B [B11ifJ MOUNT ON •`r TYPE III BARRICADE so" 24" R64B (BIM MOUNT ON TYPE III BARRICADE u WORLC.-ZONE SRAFFIC__MNlRQJ_ C0NSTRtJCT16N NOTES_ Y e O1 TEMPORARY DOUBLE YELLOW CENTER LINE B O2 a TEMPORARY WHITE EDGE LINE 2 O3 TEMPORARY YELLOW EDGE LINE OTEMPORARY WIDE DOTTED ENTRY LINE x OS TEMPORARY LANE LINE LEGEND PREVIOUSLY CONSTRUCTED TEMPORARY PAVEMENT UNDER CONSTRUCTION CONSTRUCTION SIGN CLASS A (5' MIN HEIGHT) F SIGN & POST H SIGN 0 TRAFFIC SAFETY DRUMS 'c'ct TYPE III BARRICADE LANE USAGE (TRAFFIC FLOWFLOW DIRECTION) 2 0 w2•sP 15 w13A (SEE NOTE 3) R1-2 (SEE NOTE 'Ile 0f l R W2- \:- 15 W13-1P MPM (SEE NOTE 3) 27 R1.2 (BEE NOTE 31 V 60" R64B (BAIT) MOUNT ON TYPE III BARRICAL W. aI.. R4-7B (BIW) 4h11p l` �1 Rp 3 R7-2 ' � 15 W13.1P V{ (SEE� NOTE 3) ` � MPH l Y R6424" B (BAN) 3 (SEE NOTE 3) MOUNT ON \I�TYP 111 BARR CADE _ $�^CON ST$tlC.II3?N_11i¢IES: 1. SHIFT ALL TRAFFIC TO PERMANENT ALIGNMENTS 2. TEMPORARY PAVEMENT MARKING LAYOUTS SHALL MATCH PERMANENT LAYOUTS UNLESS OTHERWISE NOTED. SEE SHEETS MK1-E TO MK2-E FOR DETAILS 3. INSTALL PERMANENT SIGNING ON ROUNDABOUT APPROACHES AS NOTED, SEE SHEETS SN1-E TO SN3-E FOR DETAILS, 4, CONSTRUCT REMAINDER OF SR 104 SPUTTER ISLANDS AND ROUNDABOUT CURBS,TRUCK APRON,AND CENTER, 0 50 100 SCALE IN FEET � 1r W2.6P MOD W2-fi 4 15 YPX $ FILE NAME C:YnM%IW C1114 Mtlo1100479TSWIL611 Pa TC WA7 a.e �� PUM M� Xu TIME ,1:OS:i9 AN xo ' FET).AID PROJ.NO. DATE 11R12023 10 AB �tp .� T SR104 PARADISE BAY TO SHINE RD TC27-E 3 PLOTTED BY SancheD2 i DESIGNED BY 0.SANCHEZ 1.»uMaER p� INTERSECTION SAFETY IMPROVEMENTS r�.r ENTERED BY M.WAINSCOTT 210523 �r...9 �� �QW Washington State C CHECKED BY B. DEARING Department of Transportation L PROJ_ENGR. B. FORD. P.E. XL6118 AlE TRAFFIC CONTROL PLAN - STAGE 3A M.�a RE1310M ADM.. S.ROAR P.E. NVOMON LATE TIY -SR 104 IVCHANNEWATION ° ; 30" 350'3 OEVECE SPACING L`r i.kl 30" 20'CHANNELIZATION 114-11 (BM) I DEVICE SPACING Z B s , `may! `� '+11b $ RIC C��— rrm�rmnrrirrmmm mmm�rrirr J"•, .i—•" '+ -�•�°' tUCHANNELIZATION Cmn'�%J�:'f1i7�rinm�ynm�mmm�m OEVICE SPACING y C17�p 20' CHANNELIZATION �d J ��ay�� DEVICE SPACING Ile A 30" I 30" LEGEND R4.11 (BAN) i PREVIOUSLY CONSTRUCTED ® UNDER CONSTRUCTION STAGE CONSTRUCTION NOTES' -� f' CONSTRUCTION SIGN 1, MAINTAIN ALL TRAFFIC ON PERMANENT ALIGNMENTS I i CLASS A (5' MIN HEIGHT) 2. CONSTRUCT SR 104 APPROACH CURBS AND MINOR ROAD SPUTTER ISLANDS q SIGN 3• INSTALL REMAINING PERMANENT PAVEMENT MARKINGS AND SIGNING. SEE \ F SIGN & POST SHEETS MK1-E TO MK3-E AND SN1-E TO SN3-E FOR DETAILS,1 y ® TRAFFIC SAFETY DRUMSA SEE TC33-E FOR SHOULDER CLOSURE DETAILS SEE TC32-E FOR tl ROUNDABOUT FLAGGING OPERATION DETAILS. p LANE USAGE (TRAFFIC FLOW DIRECTION) 0 50 100 5, PROVIDE SPOTTER TO MAKE SHOULDER ACCESSIBLE TO PEDESTRIANS SCALE IN FEET DURING WORKING HOURS. SHOULDER SHALL BE ACCESSIBLE TO PEDESTRIANS DURING NON -WORKING HOURS. d FILE NAME c:lulenLlonchea2lpw "d". 04737221XL61 I! PS TC 07&d n TIME 11:08:42AM DATE 11nn423 - — v •'"" FED.AID PROJ.NO. �' ag' ��" ■•• SR104 PARADISE BAY TO SHINE RD �•• TC28-E u Q PLOTTED BY DESIGNED BY D. SANCHEZ D.SANC � ++� INTERSECTION SAFETY IMPROVEMENTS ENTERED BY M. WAINSCOTT 21CS23� Washington Statej. CHECKED BY B. DEARING en F W wean. Ise Department of Transportation PRa. ENGR. B. FORD, P.E. _ _ XL611B TRAFFIC CONTROL PLAN - STAGE 3B `"� REGIONAL ADM. S. ROARK, P.E. REVISION DATE 6Y FILE NAME c-glaaralaanshvd wdai1dW797;xf%L61Ia P$ TC WR n TIME 11:70:20 AM " o°" •"" FED.AID PROJ.NO. ti•^ i DATE 1Vrl4a91 10 A8 T SR104 PARADISE BAY TO SHINE RD TC29-E S PLOTTED BY SancheD2 '•/ DESIGNED BY D.SANCHEZ 21csz3 e JACOB1g Washington State INTERSECTION SAFETY IMPROVEMENTS ENTERED BY M. WAINSCOTT CHECKEb BY EL DEARING w+raw* w wunur ea Department of Transportation _ a PRDJ. ENGR, B. FORD, P.E. XL6118 .,� TRAFFIC CONTROL PROFILES ur.n REGIONAL ADM, S. ROARK, P.E. REVISION DATE BY r+ps � TSPB7 14+03.82 (14A00' RT.) LEGEND _6 TEMP PAVOMENT MAT EXISTING CH TSPB1 13+64.10 (WRTJ �4'.-� TEMPORARY PAVEMENT 1--1-1 MAT0 25 50 EDGE OF SlST1CQP�;,�. SCALE IN FEET ELEV 102.64 UNDER CONSTRUCTION ��yr�rfl!!�1/�!1![er1Jr�/ 4r/1Klr ���� �yw'u r/./LfrL/tllfrfi TSPB7 13+46.89 (21,W RT,) C PREVIOUSLY CONSTRUCTED ��erueu�rr�r euaur �trurvur :rv�euu�u�ieeu�frvrui BEG TEA1A�, /y ELEV 100.05 MATCH EXISTING 69 MATCH TEMP PAVEMENT TSPB1 13+32.68 414' LT,) TO EXISTING PAVEMENT EQIIE LiF LAW . . TSPB1 12.58.25 (46.857' RT.) TSPB7 13+27.62 (14.38'LT.) Ew Q15 1`AVEMEHY Mdf OF SHO UL090 rI ELEV 92.97 END TEMP PAVEMENT R=15' I �MATCH EXISTING ELEV MATCH EXISTING TSPB1 13+14.27 (19,42' LT.) TSP$1 12+89.75 (23.48' RT.) SHduLOER FKC. n ELEV 97.72 '` ELEV 95.o3 TSPB213+20.15'LT,)' ` TSPB1 12+)5,79 (25.000'RT.] TSP81 12+75.66 _ E� zc � SiidULt n F47 - e EDGE OF SHQVLOER EDGE OF SHOULOErt r � t R=1S'� ELEV 93.53 " r BEG TEMP PAVEMENT ELEV 95.81 P.T. - iE�IPp V,C�EFlT CC09 OF SHO ISM 17+67.00 TSPB2 13+12.30 (16.87'LT.) '. (3LOER . MATCH EXISTING • R=4B' 9EG \ ter}-,e: •P-!. E1kV 93-11 TSPB2 13+6956 [75'RT.] '.°. TSPB1 13+00.52 61.32' LT. 1 - •. MATCH.,EXISTFNG R=49' Q�TQY N f ) Rb�iE-dk�BFffSfF. R=35'I, �..., :��� - f 6SbPGB'1F $Fide -! - TSP82 12+91.00 (21.77' LT.) = TSR1 157+70.95 (15' LT.] 8iG TEMP PAVEMENT t• 1 _ TSPB2 13+28.70 [22.i3' RT,] '7 v:. l Eti6�F 17i TSPB2 O�GFEHYZ'1'"' 1.-L!�'"_ EQ¢1d dFC ELEV 91.60 - e 2' -MATCH EXISTING 11117 TSPa2 12+38.40 (41.79' RT,) 4 TSRT LINE ' TSR2 156+51.13 (15' LT.) '-T'�-I`.OQ�K SHO"OLp�le i`C. - I Tsk2 LINE TSRT 150+14.31 415' RT.) R=ZD 2' LT8R7 153+23.36 (15'- rc END `�O� SH411>-DEf1 � ...•' ' _ Z 1 EtRi�3l7RSOD5E'�'lr.C� _ . "� �f '~._ _ _ _ " . I TSPB1 12+08.76 (26.22' LT.I' a TSPB1 11+97.00125. 5v LT.] R�� • t:Q7f�OF�H�L ` 1 EO EQGET TEMP 3PAV:E TSPB1 11+97.00 [15.041RT,) _ Y END TEMP PAVEMENT �aE�F SkOUG�I� CUT �n ELEV 90.05 1I'' `. END TEMP PAVEMENT MATCH EXISTING ♦e ELEV 87.46 7 5u TSPB1 11+61,72 (16.7T LT.1 W ='� MATCH EXISTING _��7Z7m/T�/7rI�Ar� • ELEV 9D.30 ' Q*0� TSPB1 11+88.05 {14' RT.Y g �g Ok S1iOI1L11ER' P:Y: C, Y ELEV 88.46 TSPB1 11+42.96 (14'i,T,) o f� ELEV 91.48 'TSPB1 11+78.74 (14' RT.) - 13ii6llLDE3i \f` Z ELEV 80.64 oil�1 MATCH EXISTING n _ TSPB1 11+72.30 (14' RT.) EDOE OF 5110i1L9ER P.C. = ELEV 88.98 � r •� i • TSPB1 11+97.00 Ei1S TEIiF�Ai7E6iEivT -, j r!R ' ,�[r ELEV 88.45 �-� f MATCH EXISTING ll fe �71J/1JJ7 STAGE 1B INTERSECTION DETAILS STAGE 2C INTERSECTION DETAILS SR 104/SHINE RDIPARADISE BAY RD SR 1041SHINE RD/PARADISE BAY RD 0 25 50 SCALE IN FEET FILE NAME cAuvenlosnehed2 w "dolVd04)9722U(L6i18 PS TC 030.d n eoro„ +un TINE 11:16:03 AM _ _ FED,AID PROJ.NO_ Aftk �DATE 11r712023 a°�10'db � SR104 PARADISE BAY TO SHINE RD �� u 10 WASH a PLOTT6h. BY su b"M 3 AO TC30-E DESIGNED BY D.SANC Ez .- ■��..� p� INTERSECTION SAFETY IMPROVEMENTS ENTERED BY M. WAINSCOTT 210523 d1/1�iJsa�7 Washington State • •• CHECKED BY B. DEARING com�,c, .o we+m 'q� �+ Department of Transportation PROD. ENOR. B. FORD, P.E. XL611e - TRAFFIC CONTROL DETAILS Y REGIONAL ADM. S. ROARK P.E. REVISION DATE BY w �n u•� sxeere 24" 24" STQF (LD W21-1, BID) ( FLAG E PA 1000'+1. MAX & UP TO 2 DRIVEWAY, BUSINESS ACCESS, AND/OR INTERSECTING ROADWAYS FLAGGER PADDLE N w ¢v W 4p" 4B" 48" 48"' • sL ORE LANE RaAO H - 2 �`r`/ PREPARED ROAD WORK o O o j to $10P AIiEAO AHEAD �w ❑ IIf1 z ow 48" 4p" 4a" 4B" w ,❑ b + y b + W20.7A W20.78 W20-4 W20.1 R B X X X X /f nr r - I r y� r r ■ SEE NOTES 4 & 5 a a a a X X X ' ~ X + W. 46" ' aa'• ROAD ORE CARE 48• �r STQ 24" 24" L� NOTES: WORK PREPARED ROAD TO Si BP 1 AVOID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY FOLLOWING HORIZONTAL & VERTICAL CURVES BY ADJUSTING LONGITUDINAL BUFFER SPACE. AHEAOAIiEAD fRl WM FLAIGGER-1201 I PAD4ML� 48 49 48 Lfl 7 2. IF LONGITUDINAL BUFFER SPACE IS REDUCED FROM DISTANCES LISTED IN TABLE, i W20.1 W20-4 W20-7B W20.7A x 4B" UPGRADE PROTECTIVE VEHICLE TO A TRANSPORTABLE ATTENUATOR. i W21-1201 (WIR, BID) • i FLAGGER PADDLE 3, 36" TRAFFIC CONES, 44" TALL CHANNELIZATION DEVICES, OR TRAFFIC SAFETY DRUMS OK. t 4g• 4, BICYCLISTS MAY BE COMBINED WITH ALTERNATING VEHICULAR TRAFFIC, BIKES TO CLEAR PRIOR TO FLAGGERS RELEASING ONCOMING TRAFFIC. W20-1'A x 46" 5, ACCOMMODATE PEDESTRIANS VIA SHUTTLE THROUGH LANE CLOSURE, USING THE BE PAVED SHOULDER OPPOSITE THE WORK AREA, OR ANOTHER METHOD THE ENGINEER 3L PREPARED ACCEPTS. 0 STOP ! 48" 6. SEE STANDARD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS: W20-7B 1-07.8(1) HIGH -VISIBILITY APPAREL x 1-10.3(1)A FLAGGERS AND NIGHTTIME ILLUMINATION 48.. 1.10.3(2)A TRAFFIC CONTROL PROCEDURES 3E NE LAN 9-35.1 244NCH STOP/SLOW PADDLE SIZE ROAD } LEGEND: AHEAD 7. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED. ! N i TEMPORARY SIGN LOCATION x yy2p.4 &ACTUAL CENTERLINE PAVEMENT MARKINGS MAY VARY. ■ 28" REFLECTIVE TRAFFIC CONE (SEE NOTE 3) } 4e.. 9. SEE TC1-E FOR REQUIRED SPACING, LENGTHS AND DISTANCES �+ OPTIONAL CHANNELIZATION DEVICE a ROAD NOTE 2) „E a ALTERNATING 1-LANE, 2-WAY TRAFFIC: EE[JI PROTECTIVE VEHICLE (SEE 4 48.. FLAGG ER -CONTROLLED ( 4 FLAGGER YY40-1 NOT TO SCALE POLE NAME :Our „■aenaw19722uL671S PS TC as1. z' q' y e.� NA BE � T•- Washington State Department of Transportation SR104 PARADISE BAY TO SHINE RD INTERSECTION SAFETY IMPROVEMENTS nM . TC31-E t TIME 11:22:34 AM •;; �•,� FED.Al11 PROJ.NO. 3 DATE 11/712023 10 WASH_PLOT 210523 i PLOTTED BY SancheD2 o, 5 !3ES*NED ev D.SANCCHEZ ENTERED BY Y. WARISCOTf CHECKED BY ELDEARR4G f PZT—E ENOB B FaRD,P.E REVI aATE ar XL6118 TRAFFIC CONTROL PLAN REGIDHAI. AGM. & ROARK,, P.E. 46° ROAD a8 WORK ONE LAR AHEAD ROAD AB° AHEAD 1Y70.1 a8" a x wzo-a A � X BE a x PREPARED TO STOP 4S X A W20.7B 50'MIN. 0 100' MAX. A7 aB° ° PREPARED D AI- TO STOP 48.• 48° c 8 > ROAD c° ONE UH VAH AIr `.a! W20.7B ROAD AHEAD W20-7A WI2-1 A(I' 48" 501MIN. V120-7A W20.4 W1114 Y7 100' MAX ` $ x x x F!y x f1 a h k E E ° J 9A2A ®° D ° WpRK ° AREA y Al q 17 `t O x x x x o x - o 8 a• 51rAHN7: A 40" 100, MAIL BE O a0•' PREPRREO 4. p $ TO STOP 50, MIN. x 14° ONE LANE AB` �° W72-1 100'MAX 46° ROFO n ROAD ANEAD . W20.7B 5 WORK AfIEAp W20.4 2 A$' u� n 46° Ar 3 wn'1 W2o-7A x W20-7A BE NOTES PREPARED x TO STOP 1. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING L 4 Aa STATIONS, SEE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS, >! W20.70 x 2. PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE. LEGEND a8„ 3. TYPICAL APPLICAITON SHOWN, ADJUST FOR SITE CONDITIONS. FLAGGING STATION ONE LANE 40° ROAD 4. SEE TC1-E FOR REQUIRED SPACING, LENGTHS AND DISTANCES. a TEMPORARY SIGN LOCATION ROAD AHEAD WORK 48" ° CHANNELIZING DEVICES AHFAp W20-4 48° TYPICAL ROUNDABOUT FLAGGING OPERATION �• o PROTECTIVE VEHICLE -RECOMMENDED w2o 1 s NOT TO SCALE PILE NAME vw1on'sanchadz1ow Mdot1d047S722W.611a PS TC O32.d n TIME 11;1l:50 AN FED.AID PROJ.NO. All .e DATE 111`712023 A10 AS Y SR104 PARADISE BAY TO SHINE RD TC32-E B PLOTTED BY SancheD2 DESIGNED BY D.SANCHE2 INTERSECTION SAFETY IMPROVEMENTS .ENTERED BY IN. WAINSCOTT 210523 JA��BS° Washington State snE* CHECKED BY BDEARING co.n..m. �oc.r.a h�"„q.,"i'W` Department of Transportation ol PRD.1. ENGR. B. FORD. P.E. xL6119 - TRAFFIC CONTROL PLAN REGIONAL ADM. S. ROARK. P:E. REVISION DATE BY ur aai o"re sHEne LEGEND la TEMPORARY SIGN LOCATION a CHANNELIVNG DEVICES 0 TRAFFIC SAFETY DRLFM v PROTECTIVE VEHICLE �e TRANSPORTABLE ATTENUATOR -{' " — — — — — — — — — — — — — — — — — — — 3 o D ct.1'. D d � �yl� woRK AREA � Q X x.. �.� in .Is R 48- t8' ROAD SHOULDER WORK WORK SHOULDER CLOSURE -LOW SPEED AHEAD (40 MPH OR LESS) 48" 48- NOT TO SCALE W2D•1 W21-5 NOTES 1. SEE TC1-E FOR REQUIRED SPACING, LENGTHS AND DISTANCES. 2. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20'(FT). 3. ALL SIGNS ARE BLACK ON ORANGE CLASS A SIGNS SHALL BE USED IF IN PLACE LONGER THAN 7 DAYS NOTES 1. SEE TC1-E FOR REQUIRED SPACING, LENGTHS AND DISTANCES. 2, NO ENCROACHMENT IN TRAVELED LANE IF ENCROACHMENT IS NECESSARY, LANE SHALL BE CLOSED, 3. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE ® 0 0 ® 20'(FT)0, C. q k+ k1 ® 6 � WOR><ARPa 004 4, ALL SIGNS ARE BLACK ON ORANGE CLASS A SIGNS SHALL BE USED IF IN PLACE LONGER THAN 7 DAYS. x x x u3 a I R I 1oa P"N48' 48' 4Bx ROAD SHOULDER WORK WORK SHOULDER SHOULDER CLOSURE -HIGH SPEED AHEAD CLOSED NOT TO SCALE 48" W21-5 48' W20.301 4r W20.1 T+ FILE NAME mWe an1aanchod mdclldp{7977nxL6118 PS TC Glld n TIME 11:21:30 AM FED.AM PROJ.NO. p., SR104 PARADISE SAY TO SHINE RD DATE 1lnlzoz3 _ 70 A9' [�""4Y � TC33-E D PLOTTED BV $anChBD2 jtf`�j Y DESIGNED BY D.SANCHEZ _ B INTERSECTION SAFETY IMPROVEMENTS ENTERED BY M. WAINSCOTT 210523 '¢yBS Washington State O=KW BY 0, DEARINU _ oo.�..n .n �x.no..0 '�,,,� Department of Transportation PROJ. ENGR. B. FORD, P.E. XL6118 .Tr TRAFFIC CONTROL PLAN ,x„n REGIONAL ADM. S. ROARK, P.E. REVISION DATE BY NOTES 11 SEE SPEIAL PROVISION 1-10,3(3),ICWS FOR ICWS REQUIREMENTS, 2, ICWS TO REMAIN IN PLACE FOR DURATION OF PROJECT. WATOI FOR APPROAE � R� TRAFFIC W2-201 (BIO) 3a I +l- WATCH WATCH FOR FOR APPROACHING TURNING TRAFFIC TRAFFIC 48 d8 48" 48" W2-201C W2-201 (B10) (BIO) 0 50 100 SCALE IN FEET 670' +I- h WATCH FOR TURNING i NAfFIC 48" Al" W 2.209 C (BIO) LEGEND APPROMMATE AREA OF REWIRED DETECTION F SINGLE POST MOUNTED SIGN FILE NAME C:UAonLNln[h°d2 w rn d0ttG047972iISL651g TIME 7:06:33 PM y DATE 1112012023 E PLOTTED BY S... h.D2 PS rC 034.d n E0"'"' ei" "a FED.AID PROJ.NO. "a". "°-+'„'�, )(L6118 o-'�„ �T 'y .�A�QB$ Adr& . Washington State Department of Transportation SR104 PARADISE BAY TO SHINE RD INTERSECTION SAFETY IMPROVEMENTS TC34-E 10 WAS DESIGNED BY D.SANCHE2 ENTERED aY M.WAONSCOTT dDB1PA°z3 21cs °°"rx.°. "° - CHECKED BY B. DEARING REVISION PROJ. ENGR. B. FORD, P.E. TRAFFIC CONTROL PLAN - ICWS��. REGIONAL ADM. S. ROARK, P.E. DATE BY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Lane, ramp, shoulder, and roadway closures are subject to the following restrictions: Hours are shown in 24-hour format. State Route 104 between MP 8.61 to MP 9.05 Alternating One -Lane, Two -Way Traffic or Intersection — Flagger Controlled Operation Mon 21:00 to Tues 06:00 Tues 21:00 to Wed 06:00 Wed 21:00 to Thurs 06:00 Thurs 21:00 to Fri 06:00 Fri 21:00 to Sat 06:00 State Route 104 between MP 13.61 to MP 13.87 Alternating One -Lane, Two -Way Traffic or Intersection — Flagger Controlled Operation Mon 21:00 to Tues 06:00 Tues 21:00 to Wed 06:00 Wed 21:00 to Thurs 06:00 Thurs 21:00 to Fri 06:00 Fri 21:00 to Sat 06:00 State Route 19 Full Closure of SR 19 with Detour onto Center Rd The Contractor will be permitted one full closure of SR 19 at SR 104 for 21 consecutive calendar days during Stage 2 construction. Work for the full roadway closure shall be considered complete and the road ready to open to traffic when all segments shaded in Stage 2 of the staging plans are complete, all paving and temporary pavement markings are complete, all Contractor equipment and personnel are cleared from the roadway clear zone, and all signs, barricades, and PCMS's pertaining to the roadway closure and detour have been covered, removed, or turned off, or as determined by the Engineer. The roadway shall not be opened to traffic before the final lift of HMA is placed and traffic flow will not be allowed until all highway safety elements are in place. The full roadway closure shall begin on or after May 1 st, 2024, and be complete on or before June 15th, 2024, unless otherwise approved by the Engineer. The Contractor shall select the specific closure dates within this period and notify the Engineer in writing of the schedule dates a minimum of 10 calendar days prior to the planned start of the closure. Only extreme weather events or extenuating circumstances, as determined by the Engineer, will be considered allowable reasons to change the planned start date after notification has been given. The Engineer may deny approval of the Contractor's selected start date if the required and advanced notification is not received. The dates of the one- time full roadway closure shall be displayed on PCMS boards and Class A signs at the project site for 7 days in advance of the closure, as shown in the Plans. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The total duration of the closure shall not exceed 21 days. The measurement of the total closure period will begin at 00:00 on the planned closure start date, or as approved by the Engineer. Partial Closure of SR19 with Detour onto Center Rd The contractor will be permitted partial closure of SR 19 at SR 104 for the duration of Stage 1 and Stage 3 construction to allow northbound turning movements from SR 104 to SR 19 and eastbound turning movements from SR 19toSR104. The Stage 1 and Stage 3 partial detours shall occur between the dates of April 1 and July 30, 2024. Traffic will be detoured onto Center Rd as shown on the Plans. State Route 104 Short Term Traffic Holds Short Term Traffic Holds for construction vehicle ingress and egress may be performed at any time through normal legal movements diverging and merging with public traffic. Traffic holds for truck ingress and egress shall be limited to 1 minute or less. Short term traffic hold for activities beyond construction vehicle ingress and egress shall be limited to 23:00 to 5:00, maximum 5 minute duration. Traffic holds shall be coordinated with the Hood Canal Bridge closures to minimize traffic impacts. Release traffic in all directions until queues dissipate before commencing another traffic hold. Where bicyclists and motorists need to share a lane following the end of traffic holds, release motorists first allowing queues to clear and then allow bicyclists to proceed. If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in the closure hours. Exceptions to these restrictions are listed below and when applicable take precedence over closures listed above. The Engineer may also consider on a case -by -case basis additional exceptions following a written request by the Contractor. Lane, ramp, shoulder, and roadway closures are not allowed on any of the following. A holiday, 2. A holiday weekend; holidays that occur on Friday, Saturday, Sunday or Monday are considered a holiday weekend. A holiday weekend includes Saturday, Sunday, and the holiday. 3. After 12:00 on the day prior to a holiday or holiday weekend, and 4. Before 12:00 on the day after the holiday or holiday weekend. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 5. The two-hour period prior to and the two-hour period after the following special events: Discovery Marathon June 1 — 2, 2024 Lavendar Festival July 19 — July 21, 2024 Wooden Boat Festival September 6 — September 8, 2024 It shall be the Contractor's responsibility to obtain the dates and times of all events. The 21 consecutive calendar day closures for SR 19 are not subject to the holiday closure requirements. Traffic Delays When Automated Flagger Assistance Devices (AFADs) or flaggers are used to control traffic, traffic shall not be stopped for more than 15 minutes at any time. All traffic congestion shall be allowed to clear before traffic is delayed again. If the delay becomes greater than 15 minutes, the Contractor shall immediately begin to take action to cease the operations that are causing the delays. If the 15 minute delay limit has been exceeded, as determined by the Engineer, the Contractor shall provide to the Engineer, a written proposal to revise his work operations to meet the 15 minute limit. This proposal shall be accepted by the Engineer prior to resuming any work requiring traffic control. There shall be no delay to medical, fire, or other emergency vehicles. The Contractor shall alert all flaggers and personnel of this requirement. General Restrictions Construction vehicles using a closed traffic lane shall travel only in the normal direction of traffic flow unless expressly allowed in an accepted traffic control plan. Construction vehicles shall be equipped with flashing or rotating amber lights. No two consecutive on -ramps, off -ramps, or intersections shall be closed at the same time and only one ramp at an interchange shall be closed, unless specifically shown in the Plans. Roads or ramps that are designated as part of a detour shall not be closed or restricted during the implementation of that detour, unless specifically shown in the Plans. Note: "controlled access" paragraph is deleted. Advance Notification The Contractor shall notify the Engineer in writing of any traffic impacts related to lane closure, shoulder closure, sidewalk closure, or any combination for the week by 12:00 p.m. (noon) Wednesday the week prior to the stated impacts. The Contractor shall notify the Engineer in writing ten working days in advance of any traffic impacts related to full roadway closure, ramp closure, or both. The Contractor shall notify the Engineer in writing of any changes to the stated traffic impacts a minimum of 48 hours prior to the traffic impacts. Video log by: Date of video log: Inspected by: Date of inspection: General Comments: Specific Comments: HR3 0191 Exhibit B Record of Condition Prior to Detour Usage of WSDOT of WSDOT _ of Jefferson County Road/Street Milepost/Location Comments Page 1 of 2 HR3 0191 Road/Street Milepost/Location Comments Page 2 of 2 HR3 0191