The URL can be used to link to this page

Home My WebLink AboutCall for Bids and Plans for Road Departure Reduction 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, P.E., Public Works Director/County Engineer / Z Agenda Date: June 26, 2023 Subject: Approval of Plans for Improvements to County Roads AND Approval of the Call for Bids for the Jefferson County Road Departure Reduction Project, County Project No. 18020980, on county-wide roads Statement of Issue: The Board is asked to approve the Contract Plans and the Call for Bids for the Jefferson County Road Departure Reduction on county-wide roads, County Project No. 18020980. Analysis/Strategic Goals/Pro's Et Con's: Jefferson County has been awarded Federal Highway Safety Improvement Program (HSIP) funding through WSDOT for a project to replace existing traffic signs and posts and install new traffic signs, reflective guideposts and guardrail delineators county-wide. This Call for Bids is for construction of the project. Fiscal Impact/Cost Benefit Analysis: The Engineer's Estimate is $575,000. Construction will be funded at 100% by the Federal Highway Administration if project timelines are met. Recommendation: The Board is requested to sign the Call for Bids and the cover page of the Contract Plans, and return both to Public Works. Department Contact: Bruce Patterson, P.E., Project Manager, 385-9169. Reviewed By: Mark McCauley, unty Administrator Date NOTICE TO CONTRACTORS CALL FOR BIDS Jefferson County Road Departure Reduction Project Countywide Roads County Project No. 18020980 Notice is hereby given that the Board of County Commissioners of Jefferson County, State of Washington, will receive sealed bids up until the hour of 2:00 p.m. on Thursday August 3, 2023 at the Office of the County Commissioners, basement level of the Jefferson County Courthouse, 1820 Jefferson Street, P.O. Box 1220, Port Townsend, Washington, 98368, for construction of the Jefferson County Road Departure Reduction Project, County Project No. 18020980. Sealed bids will be opened and read publicly shortly after 2 p.m., in the Jefferson County Commissioners Chambers, basement level of the Jefferson County Courthouse. Interested persons can attend the bid opening. This Contract provides for removing existing signs and posts, installation of new traffic regulatory and warning signs along county -wide roads in Jefferson County, Washington. Work includes installation of approximately 578 new signs and 344 new posts, 1865 guideposts, 242 guardrail reflectors, project temporary traffic control, temporary erosion control, and other work, all in accordance with the Contract Plans, Contract Provisions, and the Standard Specifications. The Engineer's Estimate is $574,980. Bid Documents: Bids must be submitted in accordance with the plans and specifications in the bid documents. All bid documents including bid forms, plans, specifications, addenda, and plan holders list, are available on the Builders Exchange of Washington website www.bxwa.com. Click "Posted Projects", "Public Works," "Jefferson County Public Works" "Projects Bidding," and "Project Bid Date." Bidders must "Register as a Bidder," to receive automatic e-mail notification of future addenda and to be placed on the "Bidders List." Call BXWA at (425) 258-1303 if you need assistance. Each bid shall be accompanied by a surety bond, postal money order, cash, cashier's check or certified check payable to the Treasurer of Jefferson County in the sum of five (5%) percent of the bid amount, to be forfeited to Jefferson County by the successful bidder if he/she fails to enter into a contract and file an acceptable surety bond in the amount of 100% of the contract price within ten (10) calendar days of the award. The Board of County Commissioners reserves the right to reject any and all bids and to accept the bid deemed most advantageous to Jefferson County and to waive all informalities in the bidding. The Jefferson County Public Works, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C. 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. Dated this 26th day of June, 2023 BOARD OF JEFFERSON COUNTY COMMISSIONERS Greg Brotherton, Chair NORTHWEST COUNTY HSIP LOCATION SOUTHWEST COUNTY CLALLAM COUNTY 0 JEFFERSON COUNTY SCALE (MILES) 20 REG.NO. STATE FED.AID PROJ. NO. 1 O 'VJASN DESIGNED BY: BRUCE D PATTERSON 6 OS 2 mp DRAFTED BY: BRUCE D PATTERSON 'Ip 28 21 P HSIP-OOOS(627) CHECKED BY: JOB NO. 18020980 ,ONTRACT NO DATE DATE REWSION BY HSIP LOCATIONS HSIP LOCATIONS MASON COUNTY CONTRACT PLANS ROAD DEPARTURE REDUCTION PROJECT JEFFERSON COUNTY, 'v'JA COUNTY ROAD PROJECT N0. 18020980 FEDERAL AID N0. HSIP - OOOS(627) 2-77 MONTE REINDERS, PE, JEFFERSON COUNTY ENGINEER APPROVAL DATE GREG BROTHERTON, CHAIR JEFFERSON COUNTY BOARD OF COMMISSIONERS a JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS Know what's below. Call before you dig. APPROVAL DATE ROAD DEPARTURE REDUCTION PROJECT COUNTY PROJECT NO. 18020980 JEFFERSON COUNTY, WASHINGTON COVER SHEET CS sru OF 37 SUMMARY OF QUANTITIES BID ITEM STD. I ITEM DESCRIPTION QUANTITY UNIT OF MEASURE PREPARATION 1 001 MOBILIZATION 1 L.S. 2 185 1 REMOVING GUIDE POST 70 EACH EROSION CONTROL AND ROADSIDE PLANTING 3 6488 EROSION CONTROL AND WATER POLLUTION PREVENTION 1 L.S. 4 6418 SEEDING 1 L.S. TRAFFIC 5 6832 FLEXIBLE GUIDE POST 1865 EACH 6 6890 PERMANENT SIGNING 1 L.S. 7 6971 PROJECT TEMPORARY TRAFFIC CONTROL 1 L.S. 8 GUARDRAIL BUTTERFLY REFLECTOR 242 EACH 9 SIGN POST LENGTH CHANGE 50 FT OTHER ITEMS 10 7728 MINOR CHANGE 1 Calculated 11 7736 SPCC PLAN 1 L.S. • Know whats below. C811 before you dig. JEFFERSON COUNTY ENGINEER 6/8/2023 APPROVAL DATE DRAWING INDEX DRAWING NO. DRAWING TITLE 1 COVER SHEET 2 QUANTITIES, DRAWING INDEX 3 WORK SUMMARY, GENERAL NOTES 4 WORK LOCATION MAPS 5 WORK LOCATION MAPS 6 CLEARWATER RD. SIGN TABLE 7 COYLE RD. SIGN TABLE 1 8 COYLE RD. SIGN TABLE 2 9 COYLE RD. SIGN TABLE 3 10 COYLE RD. SIGN TABLE 4 11 DOSEWALLIPS RD. SIGN TABLE 1 12 DOSEWALLIPS RD. SIGN TABLE 2 13 DOSEWALLIPS RD. SIGN TABLE 3 14 DUCKABUSH RD. SIGN TABLE 1 15 DUCKABUSH RD. & ZELATCHED PT. SIGN TABLES 16 EASTQUILCENE RD. SIGN TABLE 1 17 EAST QUILCENE RD. SIGN TABLE 2 18 PROSPECT DR. SIGN TABLE 1 19 PROSPECT DR. SIGN TABLE 2 20 SOUTH POINT RD. SIGN TABLE 21 THORNDYKE RD. SIGN TABLE 1 22 THORNDYKE RD. SIGN TABLE 2 23 THORNDYKE RD. SIGN TABLE 3 24 WEST UNCAS RD. SIGN TABLE 25 ADDITIONAL BICYCLE SIGNS 26 GUIDEPOST TABLES 1 27 GUIDEPOST TABLES 2 28 GUARD REFLECTOR TABLES 29 STANDARD SIGN DETAILS 30 ADJUSTABLE BRACKET DETAIL 31 GUIDEPOST AND GUARDRAIL REFLECTOR DETAILS 32 SIGN DETAILS 4 33 TEMPORARY TRAFFIC CONTROL - 1 34 TEMPORARY TRAFFIC CONTROL- 2 35 TEMPORARY TRAFFIC CONTROL- 3 36 TEMPORARY TRAFFIC CONTROL - 4 37 TEMPORARY TRAFFIC CONTROL-5 ROAD DEPARTURE REDUCTION PROJECT JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS COUNTY PROJECT NO. 18020980 JEFFERSON COUNTY, WASHINGTON QUANTITIES AND DRAWING INDEX SUMMARY OF WORK ROAD NAME SIGN INSTALLATIONS GUIDEPOST GUARDRAIL REFLECTORS POST SIGNS ANDERSON LAKE ROAD 0 0 72 0 CAPE GEORGE ROAD 0 0 163 0 CENTER ROAD 0 0 247 46 CLEARWATER ROAD 26 32 49 16 COYLE ROAD 65 102 367 0 DABOB ROAD 0 0 142 31 DOSEWALLIPS ROAD 60 97 0 0 DUCKABUSH ROAD 24 41 0 0 EAGLEMONT ROAD 0 0 96 0 EAST QUILCENE ROAD 35 61 0 0 HASTINGS AVENUE 0 0 25 0 LARSON LAKE ROAD 2 4 133 _ 0 LORDS LAKE LOOP ROAD 0 0 14 0 OAK BAY ROAD 2 4 116 0 PARADISE BAY ROAD 2 4 58 6 PROSPECT DRIVE 25 54 0 0 SOUTH DISCOVERY ROAD 0 0 14 61 SOUTH POINT ROAD 20 32 44 8 THORNDYKE ROAD 53 96 220 23 UPPER HOH ROAD 0 0 48 _ 51 WEST UNCAS ROAD 20 33 57 0 ZELATCHED POINT ROAD 10 18 0 0 242 TOTAL 344 578 1865 11 Know what's below. Call before you dig. JEFFERSON GENERAL NOTES: 1. ALL PERMANENT SIGNS SHALL BE CONSTRUCTED OF SHEET ALUMINUM. 2. PROPERTY ADDRESSES FOR SOME ROADS DO NOT AGREE WITH THE MILEPOST NUMBERING ON THE ROAD, PROPERTY ADDRESSES SHOULD NOT BE USED TO DETERMINE THE LOCATIONS FOR SIGNS OR GUIDEPOST 3. FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL UNLESS OTHERWISE NOTED. 4. ALL SINGLE POST SIGNS WITH WIDTHS OF "48" OR GREATER SHALL HAVE BRACING (SEE STANDARD PLAN G-50.10), WHERE BACKTO BACK SIGNS (TYPICALLY STREET NAME SIGNS) ARE INSTALLED, THE ENDS OF THE SIGNS SHALL BE PINNED TOGETHER INSTEAD OF INSTALLING THE BRACING. 5. USE STEEL SIGN SUPPORT TYPE ST-4 (SEE STANDARD PLAN G-24.50) 6. TYPE ST-4 SIGN SUPPORTS MAY BE PRECAST OR CAST -IN -PLACE. THE CONTRACTOR MAY USE COMMERCIAL CONCRETE. FOR CAST -IN -PLACE SIGN SUPPORTS, THE POST AND SIGN ASSEMBLIES SHALL NOT BE INSTALLED UNTILTHE CONCRETE HAS SUFFICIENT TIME TO CURE. THE MINIMUM CURE TIME IS FIVE DAYS. 7. EXISTING SIGN PLAQUES AND POSTS SHALL REMAIN IN PLACE UNTILTHE NEW SIGNS ARE IN PLACE. IF AN EXISTING SIGN IS TO BE MOVED TO A NEW POST, THE NEW POST SHALL BE READYTO INSTALL WITHIN AN HOUR AFTER THE SIGN IS REMOVED FROM THE OLD POST. 8. THE REFLECTIVE SURFACE ON ALL REGULATORY AND WARNING SIGNS SHALL MEET OR EXCEED THE SPECIFICATION FOR TYPE IV MICRO PRISMATIC RETROREFLECTIVE MATERIAL IN SECTION 9-28.12 IN THE STANDARD SPECIFICATIONS. 9. ALL SIGNS SHALL BE INSPECTED BY WSDOT PER 8.21.2 OF THE STANDARD SPECIFICATIONS AT THE FABRICATOR'S FACILITY. SIGNS THAT ARRIVE AT THE PROJECT SITE WITHOUT THE WSDOT INSPECTION STICKER WILL BE REJECTED. 10. THE CLEARANCE (FEET) "W" NOTED IN THE SIGN TABLES IS THE HORIZONTAL DISTANCE BETWEEN THE TRAVELED WAY AND THE SIGN POST LOCATION. THIS DISTANCE WAS FIELD DETERMINED WITHOUT THE UNDERGROUND UTILITIES BEING MARKED AND MAY NOT BE THE LOCATION OF AN EXISTING SIGN, THIS DISTANCE MAY BE CHANGED BYTHE ENGINEER AFTER THE UNDERGROUND UTILITIES ARE MARKED. 11. THE POST LENGTH "H1" NOTED ON THE SIGN TABLES, WAS DETERMINED BY A FIELD REVIEW DURING PRELIMINARY DESIGN. UNDERGROUND UTILITIES WERE NOT MARKED DURING THE FIELD REVIEW. IF THE POST LENGTH REQUIRED IS GREATER THAN NOTED ON THE SIGN TABLES DUE TO ERRORS DURING THE CALCULATION OF THE REQUIRED LENGTH SHOWN IN THE SIGN TABLES OR BY MOVING THE POST TO AVOID UTILITIES, OR OTHER REASONS, THE CONTRACTOR SHALL INSTALL THE PROPER POST LENGTH EITHER BY SUBSTITUTING A LONGER POST OR BY ADDING A SHORT EXTENSION TO THE LENGTH ASSIGNED TO THAT LOCATION. A PAY ITEM HAS BEEN INCLUDED IN THE CONTRACT TO COMPENSATE THE CONTRACTOR FOR THE LONGER POST OR POST EXTENSION. 12. THE SEQUENTIAL DESCRIPTION OF A SIGN (POS 1, POS 2, POS 3 ETC.) INDICATES WHERE THE SIGN IS INSTALLED ON THE POST, WITH POSITION 1 AS THE TOP SIGN, THE POSITION 2 SIGN BELOW THE POSITION 1 SIGN. IF TWO SIGNS ARE ASSIGNED THE SAME POSITION (GENERALLY STREET NAME SIGNS), THEY ARE INTENDED TO BE INSTALLED BACK TO BACK. SEE THE SIGN POSITION DETAIL. 6/8/2023 JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS ��"r•s'rrruc�t�� ROAD DEPARTURE REDUCTION PROJECT COUNTY PROJECT NO. 18020980 JEFFERSON COUNTY, WASHINGTON WORK SUMMARY i Know what's bAIOW. Cell before you dig. NOTE: ROADS INCLUDED IN THIS PROJECT ARE SHOWN IN RED. NORTHEAST COUNTY WORK LOCATIONS REG.NO, STATE FED.AID PROJ. N0, DESIGNED BY: 136VCE D P8aRSQN. 1219122 P HSIP-0005(627) DRAFTED BY: UCE D PA RSON 1 9 L CHECKED BY: JOB NO. 18020980 :ONTRACT NO DATE I DATE REVISION BY COUNTY �4. C Cl k f 'tip ~ , JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 6/8/2023 APPROVAL DATE . ,4& a. VORK LOCATIONS ROAD DEPARTURE REDUCTION PROJECT COUNTY PROJECT NO. 18020980 JEFFERSON COUNTY, WASHINGTON WORK LOCATION MAPS LM2 9QY OF 37 sma CLEARWATER RD I& SIGN SIZE POST z �7 REMARKS NEW NEW LETTER SIGN CLEARANCE) � ,n 3 Z � m W R POST SIGN MILE POST SIGN CODE SIGN DESCRIPTION (INCHES) POST POST BASE LENGTH (FEETW u 0 SIZE OR SHEETING > KnowwhaYeb@IOW. LOCATION MATERIAL SIZE TYPE :5z NO. NO. CODE TYPE (F3 3 2 W p Call before you dig x Y H1) p V W Z Z W W 0: 1 1 0.970 R W8-1801 NO SHOULDER 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 6 X X 2 2 1.170 R W2-2 SIDE ROAD 90 DEG. RT. 36 36 STD. IV SQ TUBE 2-1/2" ST-4 13 7 9 X X 3 1.230 R W1-2L CURVE LT. 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 4 X X 3 4 1.230 R W13-1 ADVISORY SPEED 25 M.P.H. 24 24 STD. IV 4 5 1.360 R W11-4A RANGE AREA WATCH OUT FOR LIVESTOCK 36 36 STD. IV SQ TUBE 2-1/2" ST-4 12 7 5 X X 6 1.370 L W1-2R CURVE RT, 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 5 X X 5 7 1.370 L W13-1 ADVISORY SPEED 25 M.P.H. 24 24 STD. IV x POS 2 - BELOW W1-2 6 8 1.380 R W1-2R CURVE RIGHT 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 6 x x 7 9 1.420 L W2-2 SIDEROAD 90 DEG. LT. 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 7 x X 8 10 1.930 L W11-4A RANGE AREA WATCH OUT FOR LIVESTOCK 36 36 STD. IV SQ TUBE 2-1/2" ST-4 12 7 6 X x 11 1.950 R W1-2R CURVE RT. 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 5 X X 9 12 1.950 R W13-1 ADVISORY SPEED 35 M.P.H 24 24 STD. IV I X POS 2 - BELOW W1-2 10 13 2.020 R S3-1 SCHOOL BUS STOP AHEAD (SYMBOL) 36 36 STD, IV SQ TUBE 2-1/2" ST-4 12 7 5 X x 11 14 2.160 L S3-1 SCHOOL BUS STOP AHEAD (SYMBOL) 36 36 STD, IV 2-1/2" ST-4 13 7 1 5 X X 15 2.240 L W1-2L CURVE LT 36 36 STD, -.SQTUBE IV SQTUBE 2-1/2" ST-4 13 7 5 X X 12 16 2.240 L W13-1 ADVISORY SPEED 35 M.P.H. 24 24 STD, IV X POS 2 - BELOW W1-2 13 17 2.600 R W3-5 SPEED ZON E AHEAD (SYM) SPEED LIMIT 25 36 36 STD, IV SQ TUBE 2-1/2" ST-4 13 7 7 X X 14 18 2.700 R R2-1 SPEED LIMIT 25 30 36 STD. IV SQTUBE 12-1/2" ST-4 11 7 5 X x 15 19 2.720 L 112-1 SPEED LIMIT40 30 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 6 X X 16 20 3.050 R R2-1 SPEED LIMIT40 30 36 STD, IV SQTUBE 2-1/2" ST-4 12 7 4 X X 17 21 3.060 L R2-1 SPEEDLIMIT25 30 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 4 X X 18 22 3.120 L W3-5 SPEED ZONE AHEAD (SYM)SPEEDLIMIT25- 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 7 X X 19 23 3.640 R W3-5 SPEED ZONE AHEAD (SYM) SPEEDLIMIT25 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 6 X x 20 24 3.740 L R2-1 SPEED LIMIT 40 30 36 STD. IV SQ TUBE 2-1/2" ST-4 1 12 7 5 X X 21 25 3.740 R R2-1 SPEEDLIMIT25 30 36 STD, IV SQTUBE 2-1/2" ST-4 12 7 5 x X 26 3.880 R W1-1R TURN RT 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 7 X x 22 27 3.880 R W13-1 ADVISORY SPEED 25 MPH 24 24 STD. IV I X POS 2 - BELOW Wl-1 28 4.060 L W1-1L TURN LT 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 12 X X 23 29 4.060 L W13-1 ADVISORY SPEED 25 MPH 24 24 STD. IV x IPOS 2 - BELOW W1-1 24 30 4.100 L 132-1 SPEED LIMIT 25 30 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 7 X X 31 4.120 L S3-1 SCHOOL BUS STOP AHEAD (SYM) 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 6 X P330 1 32 4.150 L W3-5 SPEED ZONE AHEAD (SYM) SPEED LIMIT 25 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 6 X �[E M REIN aF wAsy�ry�(t",�N gp� {af, ROAD DEPARTURE REDUCTION PROJECT REG.NO. STATE FED.AID x c{'�SON PROJ, NO. !Rr �� a, ST1 DESIGNED BY: BRUCE D PATTERSON 12 { 22 DP 0 wAs}{ C3 (V 1 JEFFERSON COUNTY DRAFTED BY: BRUCE PATT RS N I? 4 22 COUNTY PROJECT NO. �+ � �� `C1 DEPARTMENT OF PUBLIC WORKS 18020980 CHECKED BY: PROJECT NO, HSIP-0005(627 R Rm 18020980 `�rnNAL E 6/8/2023 `�gSf�rNi�gt��' JEFFERSON COUNTY, WASHINGTON a :ONTRACT NO CLEARWATER RD. SIGN TABLE 37 DATE DATE REVISION BY JEFFERSON COUNTY ENGINEER APPROVAL PATE NEW NEW MILE POST POST SIGN LOCATION SIGN CODE SIGN DESCRIPTION NO. NO. COYLE ROAD m SIGN SIZE POST CLEARANCE Z - (2 M INCHES (INCHES) LETTER SIZE SIGN SHEETING POST POST SIZE BASE LENGTH (FEET) UCA 3 z u+ u N OR CODE TYPE MATERIAL (inches) TYPE (FEET) H 1 yi W Z 3 Z O d LU a o ~O REN X Y V W O C (ARKS 1 2 1 2 0.010 0.050 L R R1-1 112-1 STOP SPEED LIMIT50 TSYMBOL With Street Name 36 30 36 36 STD. STD. IV IV SQTUBE SQTUBE 2-1/2" 2-1/2" 1 ST-4 ST-4 11 10 7 7 7 8 X X X X X EXISTING 36X3651GN ON STEEL POST 0.100 L W2-4 0,120 L W3-1A STOP AHEAD X EXISTING 36X3651GN ON STEEL POST 3 3 0,160 R W11-1 BICYCLISTS (SYMBOL) 36 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 11 X X 4 1 0.160 R W13-401 ADV. DIS. NEXT 14 MI 24 18 STD. IV I X POS 2 - UNDER W11-1 4 5 0.520 R W1-2R CURVE - RIGHT 36 36 STD. IV SQTUBE 2-1/2" ST-a 12 7 6 X X 6 1 0.520 R W13-1 ADVISORY SPEED 35 MPH 24 24 STD. IV X POS 2- UNDER W1-2R 5 7 0.800 L W13-1 ADVISORY SPEED 35 MPH 24 24 STD. IV X POS 2 - UNDER W1-2L 8 0.800 L W1-21L CURVE - LEFT 36 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 6 X X 6 9 1.070 R W13-1 ADVISORY SPEED 35 MPH 24 1 24 STD. IV IX POS 2- UNDER W1-2R 10 1,070 R W1-2R CURVE - RIGHT 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 8 X X 7 11 1.310 R W13-1 ADVISORY SPEED 35 MPH 24 24 STD, IV X POS 2 - UNDER W1-2R 12 1.310 R W1-2R CURVE - RIGHT 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 3 X X 8 13 1.310 L W1-21- CURVE - LEFT 36 36 STD, IV SQTUBE 2-1/2" ST-4 11 7 11 X X 14 1.310 L W13-1 ADVISORY SPEED 35 MPH 24 24 STD. I V X POS 2 - UNDER W1-21L 9 15 1,S40 L W13-1 ADVISORY SPEED 35 MPH 24 24 STD. IV X POS 2 - UNDER W1-2L 16 1,540 L W1-21- CURVE - LEFT 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 7 X X 10 17 2.070 R 112-1 SPEED LIMIT50 30 36 STD. IV SQTUBE 2-1/2" ST-4 7 8 X X 11 18 2.070 L 112-1 SPEED LIMIT50 30 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 6 X X 19 2.750 R W13-401 ADV. DIST. NEXT 2 Miles 24 18 STD. Iv X POS 3 - BOTTOM SIGN 12 20 2.750 R W1-5R WINDING ROADRT 36 36 1 STD. IV SQTUBE 2-1/2" ST-4 12 7 7 X X POS 1-TOP SIGN 21 2.750 R W13-1 ADVISORY SPEED 35 MPH 24 24 STD. IV X POS 2 -UNDER Wl-SR (MIDDLE) 13 22 1 3.290 R S3-1 .SCHOOL BUS STOP AHEAD (symbol) 36 36 STD, IV SQTUBE 2-1/2" ST-4 11 7 6 X X 3.330 R W11-7 EQUESTRIAN CROSSING X EXISTING SIGN ON WOOD POST 3.470 L W11-7 EQUESTRIAN CROSSING X EXISTING SIGN ON WOOD POST 14 23 3.490 L 53-1 SCHOOL BUS STOP AHEAD (symbol) 36 36 STD. IV SQTUBE 2-1/2" ST-4 10 7 6 X X 24 5,100 L W1-51- WINDING RDLT 36 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 7 X X POS 1-TOP SIGN 15 25 5.100 L W13-1 ADVISORY SPEED 30 MPH 24 24 STD. IV X POS 2 - MIDDLE SIGN 26 5,100 L W13-401 ADV. DIST. NEXT 2Miles 24 18 STD, IV X POS 3-BOTTOM SIGN 16 27 5.130 R R2-1 SPEED LIMIT50 30 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 8 X X 17 28 5.450 R W2-2 SIDE RD (90 DEGREE) RT 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 6 X X 29 5.450 R D3-201 ADV STREET NAME Cam Discove Rd VAR 9 STD. IV X POS 2 -UNDER W2-2R REGAO. STATE FED.AID PROJ. N0. 1 O INASf'i DESIGNED BY: BRUCE D PATr RSON B 22 5 P DRAFTED BY: BRUCE D PATTER ON 10 28 2 OP CHECKED BY: PROJECT N0, 18020980 HSIP-OOOS(627) :ONTRACT NO DATE DATE REVISION BY ENGINEER ,�,Sl7N c JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 6/8/2023 4 r rril•1c.to • Know whafa below. Call before you ROAD DEPARTURE REDUCTION PROJECT ST2 COUNTY PROJECT NO. 18020980 JEFFERSON COUNTY, WASHINGTON a7 COYLE RD. SIGN TABLE 1 37 alms COYLE ROAD SIGN SIZE NEW NEW MILE POST (INCHES) LETTER SIZE SIGN SHEETING POST POST SIZE BASE POST POST SIGN SIGN CODE SIGN DESCRIPTION LENGTH NO. NO. LOCATION OR CODE TYPE MATERIAL (inches) TYPE (FEET) HI 1 f ! IXI Y,I 30 5.560 R 111-1 STOP 36 36 STD. 18 31 5.560 L R D3-101 STREET NAME Camp Discovery Rd VAR 12 STD. 32 5.560 R D3-101 STREET NAME Camp Discovery Rd VAR 12 STD. 33 5.650 L W2-2 SIDE RD (90 DEGREE) Lt 36 36 STD. 19 34 5.650 L D3-201 ADV STREET NAME Camp Discovery Rd VAR 9 STD. 35 5.800 R W13-1 ADVISORY SPEED 40MPH 24 24 STD. 20 36 5.800 R W1-5R WINDING ROAD RT 36 36 STD. 37 6.720 L WI -SR WINDING ROAD RT 36 36 STD. 21 38 6.720 L W13-1 ADVISORY SPEED 40 MPH 24 24 STD. 39 7.640 R W2-2 SIDE RD (90 DEGREE) LT 36 36 STD, 22 40 7.640 R D3-201 ADV STREET NAME Thomdyke Rd VAR 9 STD, 23 41 1 7.650 L 112-1 SPEED LIMIT 50 30 36 STD. 42 7.770 R W1-7 DOUBLE ARROW (supported by two post) 60 30 STD. 7.770 R STREET NAME Thorndyke Rd (use existing sign) 7.770 R STREET NAME Thorndyke Rd (use existing sign) 7.770 R STREET NAME Coyle Rd (use existing sign) 24-25 f HAZEL PT (use existing sign) 7.770 R 4 COYLE F 10HNSON COMMUNITY CENTER 7 MILES (use 7.770 R existing sign) 26 43 7.870 R 112-1 .SPEED LIMIT 50 30 36 STD. 44 7.870 L W2-2 SIDE RD (90 DEGREE) Rt 36 36 STD, 27 45 7.870 L D3-201 ADV STREET NAME Thorndyke Rd VAR 9 STD. 28 46 8.050 R S3-1 SCHOOL BUS STOP AHEAD (symbol) 36 36 STD. 29 47 8.230 L S3-1 :SCHOOL BUS STOP AHEAD (symbol) 36 36 STD. 48 8.780 R W1-2R CURVE - RIGHT (MODIFIED) 36 36 STD. 30 49 8.780 R W13-1 ADVISORY SPEED 40 MPH 24 24 50 8.780 R D3-201 ADV STREET NAME Old Coyle Rd VAR 9 51 8.940 R R1-1 STOP 36 36 STD. 31 52 8.940 R 1313-101 STREET NAME Old Coyle Rd VAR 12 STD, 32 53 9.050 L W1-2L CURVE - LEFT 36 36 STD. 54 9.500 R W1 2L CURVE - LEFT 36 36 STD. 33 55 9.500 R W13-1 ADVISORY SPEED 40 MPH 24 24 STD. 56 9,800 L W13-1 ADVISORY SPEED 40 MPH 24 24 STD, 34 57 9.800 L W1-211 CURVE- RIGHT 36 36 STD. 35 58 9.860 R W12R CURVE RIGHT 36 36 STD. 36 59 1 10.14 L W1-2L CURVE - LEFT 36 36 STD. MA M VJAS c "�UNAI- JEFFERSON COUNTY SQTUBE 1 2-1/2" 1 ST-4 1 12 SQTUBE m CLEARANCE Z (D O (FEET) 3 3 oc g c Z Z Ujj 2 V W c 7 1 3 IXI.X ST-4 1 12 1 7 1 8 SQTUBE 2-1/2" 1 ST-4 13 7 1 4 SQTUBE 2-1/2" ST-4 13 7 8 SQTUBE 2-1/2" ST-4 11 7 8 SQTUBE 2-1/2" ST-4 11 7 7 SQTUBE 2-1/2" ST-4 12 4 8 SQTUBE 2-1/2" ST-4 1 10 1 4 8 SQTUBE 1 2-1/2" 1 ST-4 SQTUBE 2-1/2" ST-4 12 7 9 SQTUBE 2-1/2" ST-4 12 7 9 SQ TUBE 2-1/2" ST-4 13 7 9 SQTUBE 2-1/2" ST-S 7 9 SQTUBE 2-1/2" ST-4 1 12 7 9 SQTUBE 1 2-1/2" 1 ST-3 1 12 1 7 SQTUBE 2-1/2" ST-4 12 7 9 SQ IUBE 2-1/2" ST-4 13 7 7 SQTUBE 2-1/2" ST-4 11 7 11 SQTUBE 2-1/2" ST-4 7 8 SQTUBE 2-1/2" ST-4 12 7 12 6/8/2023 APPROVAL_ DATE REMARKS POS 2- UNDER D3SIGNS POS 1- ABOVE RI-1 POS 1- ABOVE RI-1 POS 2-UNDER W2-2L POS 2 - UNDER W 1-5 R POS 2- UNDER W1-5R POS 2 - UNDER W2-2 BOTTOM SIGN ON BOTH POST - SEE DETAIL DRAWING IPOS 1-TOP OF POST -RELOCATE EXISTING SIGN TO POST 25 POS 1- TOP OF POST - RELOCATE EXISTING SIGN TO POST 25 IPOS 2 - RELOCATE EXISTING SIGN TO POST 25 POS 3 -ABOVE W1-7-RELOCATE EXISTING SIGN TO POST 25 POS 1-ABOVE W1-7 -RELOCATE EXISTING SIGN TO POST24 2-UNDER W2-2 POS 2 - UNDER W1-2L POS 2 - UNDER W1-2R (IN ~ JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 2l- � �r11itiISsCC7 • • xnmr.fur.hBlow. Call6.lon yaudfp. COYLE ROAD SIGN SIZE POST CLEARANCE Z O\15 NEW POST NEW SIGN MILE POST SIGN CODE SIGN DESCRIPTION (INCHES) LETTER SIZE SIGN SHEETING POST POST 512E BASE LENGTH (FEET) 2 �' Z qa NO. NO. LOCATION OR CODE TYPE MATERIAL (inches) TYPE (FEET) 3 W g H 1 Z Z uuw z Z X Y V W O s Krww,rh,t'.6eiow. Call ems. yawl dly. REMARKS 60 10.83 R W2-2 SIDE RD 90 DEGREE) RT 36 36 1 STD, IV SQTUBE 2-1/2" sT-4 12 7 12 X X 37 61 10,83 R D3-201 ADV STREET NAME Camp Harmony Rd VAR 9 STD. IV X POS 2 - UNDER W2-2 62 10.91 R 111-1 STOP 36 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 6 X X 38 63 10.91 R D3-101 STREET NAME Camp Harmony Rd Var 12 STD. IV X POS 1- TOP OF POST 64 1 10.91 R D3-101 STREET NAME Camp Harmony Rd Var 12 STD. IV X POS 1 - TOP OF POST 65 11.01 L W2-2 SIDE RD (90 DEGREE) LT 36 36 STD, IV SQTUBE 2-1/2" ST-4 13 7 10 X X 39 66 11.01 L D3-201 ADV STREET NAME Camp Harmony Rd VAR 9 STD. IV X POS 2 - UNDER W2-2 12,806 R R7-123 NO SHOOTING ZONE BY ORD. X 67 12.93 R W2-1 CROSSROAD 36 36 STD. IV SQTUBE 2-1/2" ST-4 11. 7 10 X I X 40 68 12.93 R D3 201 ADV STREET NAME FE Go-Onna Dr W Go-Onna Dr4 VAR 18 STD. Iv X X POS 2 - UNDER W2-1 41 69 12.94 L 112-1 SPEED LIMIT 50 30 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 11 X X 42 70 12.96 R R2-1 SPEED LIMIT 50 30 36 STD. IV SQTUBE 2-1/2" ST-4 10 7 8 X X 71 13.01 L R1-1 STOP 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 4 X X 43 72 1 13.01 L D3-101 STREET NAME E. Go-Onna Dr VAR 12 STD. IV X POS 1- TOP OF POST 73 13.01 L D3-101 STREET NAME E. Go-Onna Dr VAR 12 STD, Iv I X POS 1- TOP OF POST 74 13.01 R R1-1 STOP 36 36 STD. Iv SQTUBE 2-1/2" ST-4 121 7 3 X X 44 75 13,01 R D3-101 STREET NAME W. Go-Onna Dr VAR 12 STD. Iv X 'POS 1 - TOP OF POST 76 13.01 R I D3-101 STREET NAME W. Go-Onna Dr VAR 12 STD, IV X POS 1- TOP OF POST 13.03 R 137-123 N 0 SHOOTI NG ZON E BY ORD. X 45 77 13.1 R W2-2 SIDE RD (90 DEGREE)LT 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 9 X X 78 13.1 R D3-201 ADV STREET NAME Whitney Rd VAR 9 STD. IV I I X POS 2 - UNDER W2-2 79 13.12 L W2-1 CROSS ROAD 36 36 STD. IV SQTUBE 2-1/2" ;ST-4 121 7 6 X X 46 80 13,12 L D3-201 ADV STREET NAME FW. Go-Onna Dr E. Go-Onna Dry VAR 18 STD. Iv X POS 2 -UNDER W2-1 47 81 13.13 R W11-8 FIRE STATION (SYM) 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 9 X X 48 82 13.15 R W7-1 HILL(SYMBOL) 36 36 1 STD. IV SQTUBE 2-1/2" ST-4 13 7 10 X X 49 83 13.21 L 131-1 .STOP 36 36 STD. IV SQTUBE 2-1/2" ST-3 1 10 7 5 X X 84 13.21 L D3-101 STREET NAME Whitney Rd VAR 12 STD. IV X POS 1 - TOP OF POST 13.28 R W11-3 DEER CROSSING I X 50 85 13.33 L W2-2 SIDE RD (90 DEGREE) Lt 36 36 STD. IV SQTUBE 2-1/2" ST-4 14 7 12 X X 86 13.33 L D3-201 ADV STREET NAME WhitneyRd VAR 9 1 STD. IV X 'POS 2 - UNDER W2-2 51 87 13.45 L W11-8 FIRE STATION (SYM) OFFSETSIDE ROADS RIGHT ADV STREET NAME E-Hazel Pt Rd Zelatched Pt Rd-) 36 36 STD, Iv SQTUBE 2-1/2" :ST-4 12 7 8 X X 52 88 14.05 R W2-7R 36 36 STD. IV SQTUBE 2-1/2" :ST-4 1 12 7 11 X X 89 14.05 R D3-201 VAR 18 STD. IV X POS 2 -UNDER W2 7R 53 90 14.13 R I R2-5C SPEED ZONE AHEAD 25 MPH 36 36 STD, IV SQTUBE 2-1/2" ST-4 13 7 6 X X 54 1 1 14.151 L 1 112-1 SPEED LIMIT 50 30 36 STD. IV SQTUBE 2-1/2" 1 ST-4 121 7 1 12 X X Y4�g[Tly l (J� e k, JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 6/8/2023 ,,`�r1►T�C��° ROAD DEPARTURE REDUCTION PROJECT COUNTY PROJECT NO. 18020980 JEFFERSON COUNTY, WASHINGTON JEFFERSON COUNTY ENGINEER 14.17 L R1-1 STOP 36 36 STD. IV SQTUBE 2-1/2" ST-a 12 7 2 X X Under D-3 55 92 14.17 L D3-101 STREET NAME Hazel Pt Rd VAR 12 STD. IV X POS 1- TOP OF POST 14.17 L 03-101 STREET NAME Hazel Pt Rd VAR 12 STD. IV X POS 1- TOP OF POST 56 93 14.18 R D3-101 STREET NAME Coyle Rd VAR 12 STD. IV SQTUBE 2-1/2" ST-a 12 12 X X 14.18 R W1-7 DOUBLE ARROW 1 RELOCATE E XISTING SIGN TO NEW POST BELOW D3-101 14.185 R 1117-123 NO SHOOTING ZONE BY ORD. # 20-1216-02 X 57 94 14.19 R 132-1 SPEED LIMIT25 30 36 STD. IV SQTUBE 2-1/2" :ST-4 12 7 10 X X 14.21 R W13-1 ADVISORY SPEED 15 MPH 24 24 STD. IV 58 95 X POS 2- UNDER W1-5L 14.21 R W1-5L WINDING RD LT 36 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 10 X X 14.53 L W13-1 ADVISORY SPEED 15 MPH 24 24 STD. IV 59 96 X POS 2- UNDER W1-5R 14.53 L W1-5R WINDING ROAD RT 36 36 STD, IV SQTUBE 2-1/2" ST-a 1 12 7 5 X X 60 97 14.53 R W8-3 PAVEMENT ENDS 36 36 STD. IV SQTUBE 2-1/2" ST-a 10 7 6 X X 61 98 14.56 R W1-111 TURN - RIGHT 36 36 STD. IV SQTUBE 2-1/2" :ST-4 Ill 7 X X 14.56 R W13-1 ADVISORY SPEED 15 MPH 24 24 STD. X POS 2 - UNDER W1-1R 62 99 14.59 L 112-1 SPEED LIMIT25 30 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 6 1 X X 63 100 14.65 L W1-11. TURN - LEFT 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 5 X X 14.65 L W13-1 ADVISORY SPEED 15MPH 24 24 STD IV X POS 2 - UNDER W1-1L 64 101 14.89 L 111-1 STOP 36 36 STD, IV SQTUBE 2-1/2" 5T-4 11 7 1 4 X X b5 10Z 14.9 L D3-101 I STREET NAME Bor eson Rd VAR 12 STD. IV SQTUBE 2-1/2" 1 sT-4 12 7 5 X X POS 1-TOP OF POST 14.9 L D3-101 STREET NAME Borgeson Rd VAR 12 STD. Iv X IPOS 1 - TOP OF POST Know what's below. Callbefore you dig. S°h �a 1 1 JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 6/8/2023 APPROVAL DATE DOSEWALLI PS ROAD 1 1 0.070 L W3-1A STOP AHEAD (SYM) 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 4 X X 2 0.070 L D3-201 ADV. STREET NAME HWY 101 VAR 9 STD. IV X 2 3 0.070 R R2-1 SPEED LIMIT35 3o 36 STD. IV SQTUBE 2-1/2" ST-4 10 7 6 X X 3 4 0.166 R S1-1 SCHOOL SYMBOL 36 36 STD. IV SQ TUBE 2-1/2" ST-4 10 7 5 X X 5 0.166 R S4-3 SCHOOL 24 8 STD. IV X POS 2 - BELOW S1-1 4 6 0.246 L S5-2 ENDSCHOOLZONE 24 30 STD. IV SQTUBE 2-1/2" ST-a 11 7 5 X X 5 7 0.246 R S5-101 SCHOOL SPEED LIMIT 20 WHEN CHILDREN PRESENT 30 48 STD. IV SQTUBE 2-1/2" ST-4 10 7 4 X X 6 8 0.270 R W2-2L SIDE RD (90 DEGREE) 36 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 X X 9 0.270 R I D3-201 ADV STREET NAME Schoolhouse Rd VAR 9 STD. Iv I X POS 2 - BELOW W2-2L 7 10 0.295 R S2-1 SCHOOL CROSSING SIGN W/GRID 36 36 STD. IV SQTUBE 2-1/2" ST-4 9 7 6 X X 11 0.330 L R1-1 STOP 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 4 X X 8 12 0.330 L D3-101 STREET NAME Schoolhouse Rd VAR 12 STD. IV X POS 1-TOP OF POST 13 0.330 L D3-101 STREET NAME Schoolhouse Rd VAR 12 STD. I V X POS 1- TOP OF POST 9 14 0.336 L S2-1 SCHOOL CROSSING SIGN W/GRID 36 36 STD. IV SQTUBE 2-1/2" sT-a 12 7 8 X X 10 15 0.350 L W2-2 SIDE RD (90 DEGREE) 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 7 X X 16 0.350 L D3-201 ADV STREET NAME Schoolhouse Rd VAR 9 STD. IV X POS 2 - BELOW W2-2 11 17 0.378 L S5-101 SCHOOL SPEED LIMIT 20 WHEN CHILDREN PRESENT 30 48 STD. IV SQTUBE 2-1/2" ST-4 13 7 7 X X 12 18 0.378 R S5-2 ENDSCHOOLZONE 24 30 STD. IV SQTUBE 2-1/2" ST-4 10 7 9 X X 13 19 0.438 L S1-1 SCHOOL Symbol 36 36 STD. IV SQTUBE 2-1/2" sT-4 9 7 13 X X 20 0.438 L S4-3 SCHOOL 24 8 STD, IV X POS 2 - BELOW S1-1 14 21 0.460 R W2-2R SIDE RD (90 DEGREE) 36 36 STD. IV SQTUBE 2-1/2" ST-a 12 7 6 X X 22 0.460 R D3-201 ADV STREET NAME Church Rd VAR 9 STD. IV X POS 2 - BELOW W2-2L 15 23 0.490 L W1-8 CHEVRON ALIGNMENT MARKER 24 30 STD. IV SQTUBE 2-1/2"' ST-4 9 7 13 X X 16 24 0.500 L W1-8 CHEVRON ALIGNMENT MARKER 24 30 STD. IV SQTUBE 2-1/2" ST-4 9 7 13 X X 0.520 L W1-2aL CURVE LEFT 25 X EXISTING SIGN AND POST TO REMAIN IN PLACE 17 25 0.550 L W7-1 HILLSymbol 36 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 11 X X 26 0.560 R1-1 STOP 36 36 STD. IV SQTUBE 2-1/2" ST-3 12 7 8 X X 18 27 0.560 R D3-101 1STREETNAME Church Rd VAR 12 1 STD. IV x POS 1- TOP OF POST 28 0.560 R D3-101 STREET NAME Church Rd VAR 12 STD. IV x POS 1-TOP OF POST 19 29 0.580 L W1-3L REVERSE TURN (LEFT) 36 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 11 x x 30 0.580 L W13-1 ADVISORY SPEED 2S MPH 24 24 STD. IV X 20 31 0.630 L W2-2L SIDE RD (90 DEGREE) 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 8 X I X 32 0.630 L D3-201 ADV STREET NAME Church Rd VAR 9 STD. Iv I X POS 2 - BELOW W2-2L 21 33 0.760 L 112-1 SPEED LIMIT35 30 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 7 X X 22 34 0.760 R R2-1 SPEED LIMIT35 30 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 9 X X 4�,�yuM Ci�G JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 6/8/2023 Kmwwhars bolow. Call bO" you dig, ROAD DEPARTURE REDUCTION PROJECT COUNTY PROJECT NO. 18020980 JEFFERSON COUNTY, WASHINGTON COUNTY ENGINEER DOSEWALLI PS ROAD NEW NEW SIGN SIZE LETTER SIGN POST CLEARANCE Z ►- c9 W O POST SIGN MILE POST SIGN CODE SIGN DESCRIPTION SIZE OR SHEETING p05T POST BASE LENGTH (FEET) Q >j z REMARKS NO. NO. LOCATION CODE TYPE MATERIAL SIZE TYPE (FEET) H1 3 Z 3 Z O d Lu O o p X Y V W W 23 35 1.020 R W2-2R SIDE RD (90 DEGREE) 36 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 10 X I X 36 1.020 D3-201 ADV STREET NAME Rocky Brook Rd VAR 9 STD. IV X POS 2 - BELOW W2-2L 37 1.080 R 111-1 .STOP 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 X X 24 38 1.080 R D3-101 STREET NAME Rocky Brook Rd VAR 12 STD. IV X iPOS 1- TOP OF POST 39 1.080 1 R D3-101 STREET NAME Rocky Brook Rd VAR 12 STD. IV X POS 1 - TOP OF POST 25 40 1.090 1 L S3-1 ISCHOOL BUS STOP AHEAD (SYMBOL) 36 36 STD, IV SQTUBE 2-1/2" ST-4 12 7 1 8 X X 26 41 1.140 L W2-2L SIDE RD (90 DEGREE) 36 36 STD, IV SQTUBE 2-1/2" ST-4 12 7 7 X X 42 1.140 D3-201 ADV STREET NAME Rocky Brook Rd VAR 9 STD, IV X POS 2 - BELOW W2-2L 27 43 1.260 R W7-1 HILLSymbol 36 36 STD. IV I SQTUBE 2-1/2" ST-4 12 7 8 X X 28 44 1.340 R W2-2 SIDE ROAD (90 DEGREE) 36 36 STD. IV SQTUBE 2-1/2" ST-4 14 7 7 X X 45 1.340 1 R D3-201 JADV STREET NAME Arabian Dr VAR 9 STD. IV X POS 2 - BELOW W2-2L 29 46 1.340 1 L 112-1 SPEED LIMIT 35 3o 36 STD, IV SQTUBE 2-1/2" ST-4 12 7 9 X X 47 1.380 R 111-1 STOP 36 36 STD. I IV SQTUBE 2-1/2" ST-4 12 7 6 X X 30 48 1.380 R D3-101 STREET NAME Arabian Dr VAR 12 STD. IV X POS 1 - TOP OF POST 49 1.380 R D3-101 STREET NAME Arabian Dr VAR 12 STD. IV X POS 1- TOP OF POST 31$50 1.530 L W2-2 SIDE ROAD (90 DEGREE) 36 36 STD. IV SQTUBE 2-1/2" ST-4 10 7 10 X X 1.530 L D3-201 ADV STREET NAME Arabian Dr VAR 9 STD. IV X POS 2 - BELOW W2-2L 32 1.560 R W2-3L SIDE ROAD (45 DEGREE) 36 36 STD, IV SQTUBE 2-1/2" ST-4 12 7 8 X X 1.560 R D3-201 ADV STREET NAME Appalousa Dr VAR 9 STD. IV 8 X 33 1.620 L R1-1 STOP 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 X X 1.620 L D3-101 STREET NAME Appalousa Dr VAR 12 STD, IV I X POS 1 - TOP OF POST 34 56 1.690 R 132-1 SPEED LIMIT 35 30 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 8 X X 35 57 1.690 L W2-3L SIDE ROAD (45 DEGREE) 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 7 X X 58 1.690 L D3-201 ADV STREET NAME Appalousa Dr VAR 9 STD. IV X POS 2 - BELOW W2-2L 36 59 2.190 R W13-1 ADVISORY SPEED 20 MPH 24 24 STD. IV X 60 2.190 R W1-5R WINDING RD RT 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 6 X X R W8-8 ROUGH ROAD X 37 61 2.240 R S3-1 SCHOOL BUS STOP AHEAD (SYMBOL) 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 8 X X 38 62 2.400 L W13-1 ADVISORY SPEED 20 MPH 24 24 STD. IV X 63 2.400 L W1-5R WINDING ROAD RT 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 8 X I X 39 64 2.420 R W13-1 ADVISORY SPEED 30 MPH 24 24 STD, IV X 65 2.420 R W1-2R CURVE- RIGHT 36 36 STD. IV SQTUBE 2-1/2"' ST-4 13 7 9 X X 40 66 L S3-1 SCHOOL BUS STOP AHEAD (SYMBOL) 36 36 STD, IV SQTUBE 2-1/2" ST-4 12 7 15 X X 41 67 2.600 L W13-1 ADVISORY SPEED 30MPH 24 24 STD. IV X POS 2-BELOW WI-2L 68 2.600 L W1-2L CURVE- LEFT 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 9 I X I X F.NCINEER JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 6/8/2023 APPROVAL GATE Kam vitIN. below. CAI b@W* you dig. ROAD DEPARTURE REDUCTION PROJECT COUNTY PROJECT NO. 18020980 JEFFERSON COUNTY, WASHINGTON ST7 DOSEWALLIPS ROAD NEW NEW SIGN SIZE LETTER SIGN POST CLEARANCE to H S POST SIGN MILE POST SIGN CODE SIGN DESCRIPTION SIZE OR SHEETING POST POST BASE LENGTH (FEET) S p p REMARKS LOCATION MATERIAL SIZE TYPE 3: $ p ss io NO. NO. CODE TYPE (FEET) H1 41 "+ 2 u+ G p X Y W 2 2 oC _T 42 69 2.710 R W8-1901 SLIDE AREA 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 8 X X 2.715 L W12-4L OBJ. MARKER X EXISTING SIGN AND POST TO REMAIN IN PLACE 2.743 L W12-41L OBJ. MARKER X EXISTING SIGN AND POST TO REMAIN IN PLACE 43 70 2.810 R Wl-2L CURVE- LEFT 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 10 X X 71 2.810 R W13-1 ADVISORY SPEED 25 MPH 24 24 STD. IV X 44 72 2.940 L W8-1901 SLIDE AREA 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 6 X X 73 2.960 R W13-1 ADVISORY SPEED 25 MPH 24 24 STD, IV X 45 74 2.960 R W11-2 .ADVANCE PEDESTRIAN CROSSING SYMBOL 36 36 STD. IV SQTUBE 2-1/2" ST-4 14 7 7 X X 46 75 3.070 L W13-1 .ADVISORY SPEED 25 MPH 24 24 STD. IV X 76 3.070 L W1-2R CURVE- RIGHT 36 36 STD. IV SQTUBE 2-1/2'. ST-4 13 7 10 X X 47 77 3.090 L W13-1 ADVISORY SPEED 25 MPH 24 24 STD. IV X 78 3.090 L W11-2 ADVANCE PEDESTRIAN CROSSING SYMBOL 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 10 X X 48 79 3.440 L R2-1 SPEED LIMIT 35 30 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 6 X X 49 80 3.440 R R2-1 SPEED LIMIT 35 3o 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 7 X X 50 81 1 3.610 L Rl-1 STOP 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 5 X X _ 82 1 3.610 L D3-101 STREET NAME Old Dosewallips Rd VAR 12 STD. IV X POS 1 - TOP OF POST 3.630 L Wll-20 ELK XING SYMBOL X 3.630 L W7-3A ADV. DIS. NEXT MILES X 51 83 4.110 R W13-1 ADVISORY SPEED 25 MPH 24 24 STD. IV X 52 84 4.110 R Wl-5L WINDING RD LT 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 10 X X 85 4.500 L W1-5R WINDING ROAD RT 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 7 X X 86 4.500 L W13-1 ADVISORY SPEED 2S MPH 24 24 STD. IV X 53 87 4.870 R Wl-SR WINDING ROAD RT 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 11 X X 54 88 5.670 L W1-5L WINDING ROAD LT 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 7 X X 89 5.700 L R2-1 SPEED LIMIT 35 30 1 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 6 X X 5.860 R S3-201 SCHOOL BUS TURN AROUND X 55 90 5.920 L S3-201 SCHOOL BUS TURN AROUND 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 6 X X 56 91 5.870 R W1-5R WINDING ROAD RT 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 12 X X 92 5.870 R W13-1 ADVISORY SPEED 25 MPH 24 24 STD. IV X 57 93 6.280 L W13-1 JADVISORYSPEED25MPH 24 24 STD. IV X 94 6.280 L Wl-5L IWINDING RD LT 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 7 X X 58 95 6.300 L W5-1 ROAD NARROWS 36 36 STD. IV SQTUBE 2-1/2" 1 ST-4 12 7 7 X X 59 96 6.750 L R2-1 SPEED LIMIT 35 30 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 7 X X 60 97 6.77 L W8-3 PAVEMENTENDS 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 6 1 X X � 'y3orrSr•r�U�� F t JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 6/8/2023 ■ Know wh 3ri bra I OW. C a I I bgFGFO YOU dig. ROAD DEPARTURE REDUCTION PROJECT COUNTY PROJECT NO. 18020980 JEFFERSON COUNTY, WASHINGTON JEFFERSON COUNTY ENGINEER DUCKABUSH ROAD L NEW NEW LETTER SIGN SIGNSIZE POST CLEARANCE MILE POST SIGN POST POST BASE LENGTHLD SIGN SIGN SIGN DESCRIPTION (INCHES) SIZE OR SHEETING (FEET) � N0. NO. LOCATION CODE CODE TYPE MATERIAL SIZE TYPE (FEET) �2 x Y Z HI V W 1 1 0.070 R 112-1 SPEED LIMIT 25 30 36 STD 2 0.110 L W3-1A STOP AHEAD SYM 36 36 STD 2 3 0.110 L D3-201 ADV. ROAD NAME HWY 101 VAR 9 STD 4 0.130 R W2-2L SIDE RD (90 DEGREE) 36 36 STD 3 5 0.130 R D3-201 ADV. ROAD NAME Shorewood Dr VAR 9 STD 6 0.180 L R1-1 STOP 36 36 STD 4 7 0.180 L D3-101 STREET NAME Shorewood Rd VAR 12 STD 8 0.180 L D3-101 STREET NAME Shorewood Rd VAR 12 STO 9 0.250 L W2-2R SIDE RD (90 DEGREE) 36 36 STD 5 10 0.250 L D3-201 ADV. ROAD NAME Shorewood Dr VAR 9 STD 11 0.395 R W2-2L SIDE RD 90 DEGREE 36 36 STD 6 12 0.395 R D3-201 ADV. ROAD NAME Kelly Rd VAR 9 STD. 7 13 0.440 L 112-1 SPEED UMIT25 30 36 STD. 14 0.450 L 111-1 STOP 36 36 STD. 8 15 0.450 L D3-101 STREET NAME Kell Rd VAR 12 STD, 16 0.450 L D3-101 STREET NAME Kell Rd VAR 12 STD. 9 17 0.490 R 112-1 SPEED LIMIT 35 30 36 STD. 10 18 0.490 L W3-5 SPEED ZONE AHEAD (SYM) SPEED LIMIT2 36 36 STD, 19 0.520 L W2-2R SIDE RD (90 DEGREE) 36 36 STD. 11 20 0.520 L D3-201 ADV. ROAD NAME Kelly Rd VAR 9 STD. 12 21 0.580 R S3-1 SCHOOL BUS STOP (SYM) 36 36 STD. 22 0.600 R W2-31- SIDE ROAD (45 DEGREE) 36 36 STD. 13 23 0.600 1 R D3-201 ADV. ROAD NAME River Rd VAR 9 STD. 14 24 0.660 L R1-1 STOP 36 36 STD. 25 0.660 L D3-101 STREET NAME River Rd VAR 12 STD. 26 0.700 R W2-3R SIDE ROAD (45 DEGREE) 36 36 STD. 15 27 0.700 R D3-201 ADV. ROAD NAME Gran Rd VAR 9 STD. 28 0,730 L W2-311 SIDE ROAD (45 DEGREE) 36 36 STD. 16 29 0.730 L D3-201 ADV. ROAD NAME River Rd VAR 9 STD. 30 0.760 R 111-1 STOP 36 36 STD. 17 31 0.760 R D3-101 STREET NAME Gran Rd VAR 12 STD. 32 0.760 R D3-101 STREET NAME Gran Rd VAR 12 STD. 33 0.820 L W2-31L SIDE ROAD 45 DEGREE 36 36 STD. 18 34 0.820 L D3-201 ADV. ROAD NAME Gran Rd VAR 9 STD. 19 1 35 1 0.880 1 L I R2-1 SPEED LIMIT 35 30 36 1 STD. 20 REG.NO. ATE FED AID PROJ. N0. 10 Lbll DMGNEO BY. PATTERSON 1 14 N53P-vDos(5?7 own W., Mg 0 PA" 12114122 c"Ic FLI BY., PROJECT NO. 18020980 ONTRAC1 N4 DATE DATE REVISION BY REMARKS 0 Uj O O_ co z :) z ,30� 9 IV SQTUBE 2-1/2" ST-4 11 7 9 X X IV SQTUBE 2-1/2" ST-4 13 7 7 X X IV X POS 1- ABOVE W3-1A IV SQTUBE 2-1/2" ST-4 13 7 7 1 X I X IV I X POS 2- BELOW W2-2L IV SQTUBE 2-1/2" ST-4 12 7 5 X X IV X POS 1- ABOVE R1-1 IV X POS 1- ABOVE 111-1 IV SQTUBE 2-1/2" ST-4 13 7 6 X X IV X POS 2- BELOW W2-2R IV SQTUBE 2-1/2" ST-4 14 7 7 X X IV X POS 2- BELOW W2-2L IV SQTUBE 2-1/2" ST-4 12 7 5 X X IV SQTUBE 2-1/2" ST-4 13 7 6 X X IV X POS 1- ABOVE R1-1 IV X POS 1- ABOVE 111-1 IV SQTUBE 2-1/2" ST-4 13 7 6 X X IV SQTUBE 2-1/2" ST-4 7 X X IV SQTUBE 2-1/2" ST-4 7 X X IV X POS 2- BELOW W2-211 IV SQTUBE 2-1/2" ST-4 12 7 6 X X IV SQTUBE 2-1/2" ST-4 13 7 5 X X IV X POS 2 - BELOW W2-31, IV SQTUBE 2-1/2" ST-4 12 7 5 X X IV X POS 1- ABOVE R1-1 IV SQTUBE 2-1/2" ST-4 10 7 8 X X IV X POS 2 - BELOW W2-311 IV SQTUBE 2-1/2" ST-4 12 7 10 X X IV X POS 2- BELOW W2-311 IV SQTUBE 2-1/2" ST-4 11 7 4 X X IV X POS 1-ABOVE R1-1 IV 12-1/2" X POS 1- ABOVE R1-1 IV SQTUBE ST-4 11 7 8 X X IV X POS 2 - BELOW W2-31- IV SQTUBE 2.1/2" ST-4 10 7 $ X X Ilk Y. ��yLTn C f)G k � R •0. JEFFERSON COUNTY i DEPARTMENT OF PUBLIC WORKS E 6/8/2023 ENGINEER APPROVAL DATE • ! o Know what's below. Call before you ROAD DEPARTURE REDUCTION PROJECT COUNTY PROJECT NO. 18020980 JEFFERSON COUNTY, WASHINGTON DUCKABUSH RD. SIGN TABLE 1 ST9 air 14 W 37 DUCKABUSH ROAD NEW NEW SIGN SIZE LETTER SIGN POSTCLEARANCE MILE POST SIGN SIGN SIGN INCHES) SIGN DESCRIPTION ( SIZE OR POST POST BASE SHEETING LENGTH O � p o {FEET) Ln g LOCATION CODE MATERIAL SIZE TYPE (FEET) 3 3 3 0 t; NO. NO. CODE TYPE LU z oc o 0 x Y z H1 V W REMARKS 20 36 __0.910 L L 53-1 W13-401 SCHOOL BUS STOP (SYM) ADVISORY DISTANCE400 FEET 36 24 36 18 STD, STD, IV Iv SQTUBE 2-1/2" ST-4 13 7 6 X 21 37 1.630 Hxx POS 2- BELOW W11-103 38 1.630 L W11-103 HIDDEN DRIVEWAY 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 6 1 X X 22 39 2.280 R W3-5 SPEED ZONE AHEAD (SYM) SPEED LIMIT25 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 8 X X 23 40 2.340 L 112-1 SPEED LIMIT35 30 36 STD. IV SQTUBE 1 2-1/2" ST-4 11 7 6 X F� r 24 41 2.360 R R2-1 SPEED LIMIT 25 30 36 STD, IV SQTUBE z-1/z" ST-4 11 7 8 X X Know what's b810W. Cell before you dig. MATCHED POINT ROAD SIGN SIZE LETTER SIGN POST CLEARANCE z F 4 O w 3 z f- m Post SIGN MILE POST POST POST BASE LENGTH (FEET) N g ,+, O O NO. NO. LOCATION SIGN CODE SIGN DESCRIPTION SIZE OR SHEETING MATERIAL SIZE TYPE (FEET) Z H. REMARKS xFY CODE TYPE v w 3 3 8 2. o0 0 H 1 z z W oc 1 0 L R1-1 STOP STD. IV SQTUBE 2-1/2" ST-4 14 7 5 X X 1 2 0 L D3 STREET NAM E Watched Point Rd VAR 12 STD, IV X POS 2 - ABOVE 111-1 3 0 L D3 STREET NAM E Watched Point Rd VAR 12 STD. IV X POS 2 - ABOVE R1-1 4 0 L D3 STREET NAME Coyle Rd VAR 12 STD. IV X POS 1- TOP OF POST 2 5 0.06 R 112-1 SPEED LIMIT40 30 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 5 X X 3 6 0.08 L W3-1A STOP AHEAD (SYM) 36 36 STD. IV SQTUBE 2-1/2" ST-4 14 7 6 X X 7 0.08 L D3-201 ADV STREET NAME Coyle Rd VAR 9 STD. IV X POS 1- ABOVE W3-1A 8 0.19 R W2-3L SIDE ROAD (45 DEG. LT.) 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 6 X X 4 9 0.19 R D3-201 ADV STREET NAME Thousand Trails Rd VAR 9 STD, IV X 10 0.3 L 111-1 STOP 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 7 X X 5 11 0.3 L D3 STREET NAME Thousand Trails Rd VAR 12 STD. IV X POS 2 - ABOVE 111-1 12 0.3 L D3 STREET NAME Thousand Trails Rd VAR 12 STD. IV X POS 2 - ABOVE R1-1 6 13 0.3 R D3 STREET NAME Zelatched Point Rd VAR 12 STD. IV SQTUBE .2-1/2" ST-4 11 7 X X 7 14 0.32 R R11-5 NO TURNAROUND BEYOND HERE 30 36 STD. IV X POS 2 - BELOW W14-1 15 0.32 R W14-1 DEAD END 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 10.0 X X 8 16 0.77 R W1-2R CURVE- RIGHT 36 1 36 1 STD. IV SQTUBE 2-1/2" ST-4 1 13 7 9.0 X X 9 1 17 0.94 R W3-1A STOP AHEAD (SYM) 36 36 STD. IV SQTUBE 2-1/2" ST-4 1 13 7 10.0 X X 10 18 1.01 L R2-1 SPEED LIMIT40 30 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 9.0 X X Ilk G, y JEFFERSON COUNTY _ DEPARTMENT OF PUBLIC WORKS 6/8/2023 ,6'rFrrrrcy�`� ST 10l ENGINEER M F1 know wNars below. gO��a4 WAsyy�`P� Call before you dig. 0 REG.NO. STATE FED.AID4y,;)N ��G ROAD DEPARTURE REDUCTION PROJECT PROJ, N0. A f [�� ^�+� JEFFERSON COUNTY ST1 1 DESIGNED BY: BRO E D PATT RSON 1 6 3 �' j 0 WASH Q ■ DRAFTED BY: BRUCE D PATTERSON 11 6 3 PROJECTO HSIP-000%627 4A �O �= DEPARTMENT OF PUBLIC WORKS COUNTY PROJECT NO. 18020980 CHECKED BY: PR+i5, , �^ "I6 ONA 6/8/2023 z•4.rrtt` �o JEFFERSON COUNTY, WASHINGTON ;ONTRACT No i►IEAST QUILCENE RD. SIGN TABLE 1 37 DATE DATE REVISION BY JEFFERSpN COUNTY ENGINEER APPROVAL [?ATE srm EAST QUILCENE ROAD NEW NEW SIGN SIZE LETTER SIGN POST CLEARANCE z z_ ►- m REMARKS MILE POST (INCHES) POST POST SIZE BASE LENGTH (FEET) �n a O � � Z j POST SIGN LOCATION SIGN CODE SIGN DESCRIPTION SIZE OR SHEETING MATERIAL (INCHES) TYPE H1 3 � w 3 � �X�y V W N0. NO. CODE TYPE w w cc � O v~i � o (FEET) z z 1 1 0.060 R R2-1 SPEED LIMIT 35 30 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 8 X X 2 0.090 L W3-1A STOP AHEAD (SYM) 36 36 STD. Iv sQ TUBE 2-1/2" ST-4 15 7 7 X X POS 2 2 3 0.090 L D3-201 CROSSROAD NAME Center Rd VAR 9 STD. IV 13 X POS 1-ABOVE W3-1A 4 0.390 R W2-2 SIDE RD (90 DEGREE) 36 36 STD. IV SQTUBE 2-1/2" ST-4 7 7 X X POS 1 3 5 0.390 R D3-201 CROSSROAD NAME McInnis Rd VAR 9 STD. IV X POS 2 -BELOW W2-2 6 0.490 L R1-1 STOP 36 36 STD. IV sgruBE z-i/z" ST-4 13 7 5 X X POS 2 4 7 0.490 L D3-101 STREET NAME McInnis Rd VAR 12 STD. IV X POS 1 -ABOVE R1-1 8 0.490 L D3-101 STREET NAME McInnis Rd VAR lz STD. IV X POS 1 -ABOVE R1-1 9 0.590 L W2-2 SIDE RD (90 DEGREE) 36 36 STD. IV SQTUBE 2-1/2" 57-4 13 7 6 X X POS i 5 10 0.590 L D3-201 CROSSROAD NAME McInnis Rd VAR 5 sro. Iv X POS z - BELOW wz-z 6 11 0.820 L R2-1 SPEED LIMIT 35 30 36 STD. IV SQTUBE 2-1/2" ST-4 10 7 $ X X 7 12 0.870 R S3-1 IW13-1 SCHOOL BUS STOP (SYM) 36 36 STD. IV SQTUBE 2-1/2" 5T-4 12 7 8 X X 13 0.880 R ADVISORY SPEED 25 MPH za za STD. IV X POS 2 -BELOW W1-2R $ 14 0.$80 R W1-2R CURVE -RIGHT 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 7 X X POS 1 15 0.930 R W2-2 SIDE RD (90 DEGREE) 36 36 STD. IV SQTUBE 2-1/2" sT-a 12 7 8 X X POS 1 9 16 0.930 R D3-201 CROSSROAD NAME Jakeway Rd VAR 9 STD. IV X POS 2 -BELOW W2-2 17 0.9$0 L R1-1 STOP 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 7 X X POS 2 10 18 0.980 L D3-101 STREET NAME Jakeway Rd VAR lz STD. Iv X POS 1 -ABOVE R1-1 19 0.980 L D3-101 STREET NAME Jakeway Rd VAR lz STD. Iv X POS 1 - ABOVE R1-1 11 20 1.020 L W2-2 SIDE RD (90 DEGREE) 36 36 sro. Iv SQTUBE 2-1/2" sT-4 12 7 8 X X POS 1 21 1.020 L D3-201 CROSSROAD NAME Jakeway Rd VAR 9 STD. IV X POS 2 -BELOW W2-2 12 22 1.220 R W13-1 ADVISORY SPEED 30 MPH za 24 STD. IV x POS 2 -BELOW W1-2R 23 1.220 R W1-2R CURVE- RIGHT 36 36 sro. Iv SQTUBE 2-1/2" ST-4 12 7 11 x x POS 1 24 1.298 R W16-2aP ADVISORY DISTANCE 200 FT za lz STD. IV X POS 2 -BELOW W1-2R 13 25 1.298 R W11-103 HIDDEN DRIVEWAY 36 36 STD. Iv SQTUBE 2-1/2" 5T-4 12 7 6 X X POS 1 14 26 1.324 L W16-2aP ADVISORY DISTANCE 200 FT za iz STD. Iv X POS 2 -BELOW W16-3 27 1.324 L W11-103 HIDDEN DRIVEWAY 36 36 STD. IV SQTUBE 2-1/2" sT-a 12 7 12 X X POS 1 28 1.390 L W13-1 ADVISORY SPEED 30 MPH za za STD. IV X POS 2 -BELOW W1-2L 15 29 1.390 L W1-2L CURVE- LEFT 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 7 X X POS 1 16 30 1.490 L R2-1 SPEED LIMIT 35 24 za STD. IV SQTUBE z-i/z" ST-4 12 7 8 X X 31 1.740 R W2-3L SIDE ROAD (45 DEGREE) 36 36 sro. Iv SQTUBE z-i/z" ST-4 12 7 8 X X POS 1 17 32 1.740 R D3-201 CROSSROAD NAME Lindsay Hill Rd VAR 9 STD. Iv X POS 2 -BELOW W2-3L 18 33 1.850 L R1-1 STOP on Lindsay Hill 36 36 STD. IV SQTUBE 2-1/2" ST-4 10 7 5 X X 34 1.850 L W3-1A STOP AHEAD on Lindsay Hill Rd 36 36 STD, IV SQTUBE 2-1/2" sT-a 11 7 5 X X Pos z 19 35 1.850 L D3-201 CROSSROAD NAME E Quilcene Rd VAR 9 STD. Iv X POS 1-ABOVE W3-1A NEW NEW POST SIGN MILE POST SIGN CODE SIGN DESCRIPTION NO. NO. LOCATION EAST QUILCENE ROAD SIGN SIZE LETTER SIGN POST CLEARANCE z , U' w 00 (INCHES) SIZE OR SHEETING POST POST SIZE BASE LENGTH (FEET) in 00 u O j CODE TYPE MATERIAL (INCHES) TYPE H1 g p N X Y (FEET) V I W z z � In o REMARKS POS 2 20 21 36 1.850 R D3-101 STREET NAME Lindsay Hill Rd VAR VAR VAR 36 12 12 12 1 36 STD. STD. STD. STD. IV IV IV IV SQTUBE 2-1/2" ST-4 10 12 7 7 X X 37 38 39 1.850 1.850 1.890 R R R D3-101 D3-101 W1-5L STREET NAME Lindsay Hill Rd STREET NAME E Quilcene Rd WINDING RD LT SQTUBE 2-1/2" ST-4 7 7 X X X X POS 2 POS 1 - TOP OF POST POS 1 22 23 40 41 42 43 1.890 1.900 1,900 1.944 R L L R W13-1 W2-3L D3-201 W1-8 ADVISORY SPEED 25 MPH SIDE ROAD 45 DEGREE CROSSROAD NAME Lindsay Hill Rd ICHEVRON ALIGNMENT MARKER 24 36 VAR 24 24 36 9 30 STD. STD, STD. STD. IV IV IV IV SQTUBE SQTUBE 2-1/2" 2-1/2" ST-4 ST-4 12 10 7 7 8 15 X X X X X X POS 2 - UNDER W1-5L POS 1 POS 2 - UNDER W2-311 24 44 1.950 R W1-8 CHEVRON ALIGNMENT MARKER 24 30 STD. IV SQTUBE 2-1/2" ST-4 10 7 7 X X 25 45 2.070 R W5-1 ROAD NARROWS 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 6 X X 46 2.070 R W13-1 ADVISORY SPEED 25 MPH ISPEED ZONE AHEAD 25 MPH 24 36 24 36 STD. STD. IV IV SQ TUBE 2-1/2" ST-4 12 7 7 X X X POS 2 UNDER W5 1 26 47 2.100 R W3-5 27 48 2.120 L W13-1 ADVISORY SPEED 20 MPH 24 24 STD. IV X POS 2 - UNDER W1-SR 49 2,120 L W1-511 WINDING ROAD RT 36 36 STD. IV SQTUBE 2-112" ST-4 11 7 9 X X 28 50 2.220 R 112-1 SPEED LIMIT 25 30 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 7 X X 29 51 2.220 L 112-1 SPEED LIMIT35 30 36 STD. IV SQTUBE 2-1/2" ST-4 10 7 7 X X 30 52 2.520 L R2-1 SPEED LIMIT 25 30 36 STD, IV SQTUBE 2-1/2" ST-4 10 7 9 X X 2.530 R 12-4 LIGHTS ON FOR SAFETY 7 5 X 31 53 2.560 R W13-401 ADVISORY DISTANCE NEXT 1/2 MILE 24 18 STD. IV X POS 2 -UNDER W20-4 54 2.560 R W20-4 ONE LANE ROAD AHEAD w/TURNOUTS 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 6 X X 32 55 2.930 R W13-1 ADVISORY SPEED 15 MPH 24 24 STD. IV X 56 2.930 R W1-51_ WINDING RD LT 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 9 X X 33 57 58 3.630 3.630 L L W13-1 W1-511 ADVISORY SPEED 15 MPH WINDING ROAD RT 24 36 24 36 STD. STD. IV IV SQTUBE 2-1/2" ST-4 10 7 8 X X X IPOS 2 UNDER W5 1R � 59 60 3.990 3.990 L L W164P W 11-103 MODIFIED I ADV. DIS. NEXT 1 MILE HIDDEN DRIVEWAYS 30 36 24 36 STD. STD. Iv IV SQTUBE 2-1/2" ST-4 11 7 5 X X X POS 2 UNDER W16 3 35 61 4.380 1 L 112-1 1 SPEED LIMIT 25 30 1 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 4 X I X REG,NO, STATE FED.AID PROJ. NO. 1 MASH DESIGNED BY: PRUCE D PATTERSON DP HSIP-0005(627) DRAFTED BY: BRUC D PATrERSON M523 iL CHECKED BY: PROJECT N0. 18020960 :ONTRACT NO DATE 1 DATE REVISION BY JEFFERSON COUNTY ENGINEER JEFFERSON COUNTY ' DEPARTMENT OF PUBLIC WORKS 6/8/2023 ``�r•r►;~0+ APPROVAL DATE Know what's b@IOW. Cell before you dig. ROAD DEPARTURE REDUCTION PROJECT COUNTY PROJECT NO. 18020980 _ICCCCDC/l AI f'/ll IAITV %A1AL'U1A1f%'rf%K1 EAST QUILCENE RD SIGN TABLE 2 2 sw 17 OF 37 slurs PROSPECT AVEN UE • �E M REIN Know what's below. w�asHc�Call before you dig. ° ROAD DEPARTURE REDUCTION PROJECT REG.NO. STATE FED.AID r z {��S[)h r ��G k .11.+ ST 13 DESIGNED BY: R G PArTERSON t 6 23 1� IWAbm ��J NO �� 5a JEFFERSON COUNTY DRAFTED BY: BRUCE 0 PATTERSON li 6 73 444 O DEPARTMENT OF PUBLIC WORKS COUNTY PROJECT NO. 18020980 CHECKED BY: PROJECT NO. HSIP-OOOS(627) �S 0r �� t JEFFERSON COUNTY WASHINGTON Taozosao `?/DNAL 6/8/2023 ��►. toOF :ONTRACT NO srllt' PROSPECT DR. SIGN TABLE 1 37 DATE DATE REVISION BY JEFFERSON COUNTY ENGINEER APPROVAL DATE y NEW NEW SIGN SIZE LETTER SIGN POST CLEARANCE Z � ,n � � 3 2 � O0 REMARKS MILE POST SIGN (INCHES) POST POST BASE LENGTH (FEET) � � Q W Z3 p ac Z � POST SIGN LOCATION CODE SIGN DESCRIPTION SIZE OR SHEETING (FEET) � � � - MATERIAL SIZE TYPE 3 3 p O NO. NO. CODE TYPE Z z W� p p x Y H1 V W � 1 1 0.045 L R3-8LR Intersection Lane Control (2 lane) Left Right 36 36 STD, IV SQTUBE 2-1/2" ST-4 12 7 8 X X 2 2 0.090 L W3-1a STOP AHEAD (SYM) 36 36 STD. Iv SQTUBE 2-1/2" sT-a 12 7 6 X X 3 0.090 L W16-8 ADV STREET NAME HWY 19 VAR 8 STD. IV X POS 1 Above W3-1a 4 0.090 R R2-1 SPEED LIMIT40 30 36 STD. IV SQTUBE 2-1/2" sT-a 12 7 X X 3 0.090 R NO SHOOTING ZONE BY ORD. #11-1208-08 MOVE EXISTING SIGN TO NEW STEEL POST, POS 2 -UNDER R2-1 S 0.114 R W11-15 PEDESTRIAN/BICYCLE SYMBOL 36 36 STD. Iv SQTUBE 2-1/2" ST-a 13 7 7 X X 4 6 0.114 R W16-4P NEXT MILE 24 is STD. Iv X POS 2 -BELOW W11-15 5 7 0.440 R 53-1 SCHOOL BUS STOP AHEAD (SYMBOL) 36 36 STD. IV SQTUBE 2-1/2" ST-a 13 7 9 X X 8 0.530 L R1-1 STOP 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 S X X POS 2-POST AND SIGNS ONBOADWALKPL 6 9 0.530 L D3-101 STREET NAME Boardwalk PI VAR 12 STD. IV X 'POS 1-ABOVE R1-1 10 0.530 L D3-101 STREET NAME Boardwalk PI VAR iz STD. IV X IPOS 1- ABOVE R1-1 INTERSECTION M.P.52-54 X 11 0.580 R1-1 STOP 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 5 X X POS 2-POST AND SIGNS ON LEWIS AVE 7 12 0.580 R D3-101 STREET NAME Lewis Av VAR 12 STD. IV X POS 1-ABOVE R1-1 13 0.580 R D3-101 STREET NAME Lewis Av VAR 12 STD. Iv X POS i -ABOVE R1-1 8 14 0.590 R R2-1 SPEED LIMIT 40 30 36 STD. IV SQTUBE z-i/z" sT-a 13 7 8 X x 9 15 0.590 L R2-1 SPEED LIMIT40 30 36 STD. Iv SQTUBE 2-1/2" sr -a 10 7 9 X X 16 0.620 R R1-1 STOP 36 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 X X POS 2- POSTAND SIGNS ON BEATTIE AVE 10 17 0.620 R D3-101 STREET NAME Beattie Av VAR 12 STD. Iv X POS 1-ABOVE R1-1 18 0.620 R D3-101 STREET NAME Beattie Av VAR iz srD. Iv X POS 1-ABOVE Ri-1 19 0.930 L R1-1 STOP 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 4 X X POS 2- POST AND SIGNS ON N DUQUESNE AV 11 20 0.930 L D3-101 STREET NAME N Duquesne Av VAR iz STD. IV X POS 1- ABOVE R1-1 21 0.930 L D3-101 STREET NAME N Duquesne Av VAR iz STD. IV X POS 1-ABOVE R1-1 22 0.930 R R1-1 STOP 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 5 X X POS 2-POST AND SIGNS ON s DUQUESNE AV 12 23 0.930 R D3-101 STREET NAME s Du uesne Av VAR 12 STD, Iv X POS 1-ABOVE R1-1 24 0.930 R D3-101 STREET NAME 5 Duquesne Av VAR 12 STD, Iv X POS 1-ABOVE R1-1 0.930 R W1-2L INTERSECTION M.P. 92-94 X 25 0.965 R W3-1A STOP AHEAD (SYM) 36 36 STD, IV SQTUBE 2-1/2" sT-a 13 7 6 X X 13 26 0.965 R W16-8 .ADV. STREET NAME F Kala Point Dr VAR 8 STD. IV X P05 1-ABOVE W3-1A 27 0.965 R D1-601 (rKala Point VAR 12 STD. IV X POS 3 -BELOW W3-1A 14 28 0.970 L R2-1 SPEED LIMIT40 30 36 STD. Iv SQTUBE 2-1/2" ST-4 12 7 13 X X 29 0.980 R R1-1 STOP 36 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 5 X X POS 2-POST AND SIGNS ON S GARY AV 15 30 0.980 R D3-101 STREET NAME 5 Gary Av VAR iz" STD. I V X POS 1- ABOVE R 1-1 31 0.980 R D3-101 STREET NAME S Gary Av VAR 12" STD. IV X POS 1- ABOVE R1-1 PROSPECT AVENUE 32 1.000 L W11-15 PEDESTRIAN/BICYCLE SYMBOL 36" 36" STD, IV SQTUBE 2-1/2" ST-4 11 7 12 X X 16 33 1.000 L W16-4P NEXT MILE 24" 18" STD, IV X POS 2 - UNDER Wll-15 34 1.020 R 131-1 STOP 36" 36" STD, IV SQTUBE 2-1/2" ST-4 14 7 5 X X POS 3 - POST AND SIGNS ON PROSPECT DR 35 1.020 R 131-4 ALL WAY 18 6 STD. IV X POS 4 - UNDER R1-1 17 36 1.020 R 133-101 STREET NAME FKala Point Dr VAR 12" STD, IV X POS 2 - ABOVE 111-1 37 1.020 R D3-101 STREET NAME Kala Point Dr—> VAR 12" STD. IV X POS 2 - ABOVE 111-1 38 1.020 R D3-101 STREET NAME Prospect Dr VAR 12" STD. IV X POS 1 - TOP OF POST 39 1.020 R D3-101 STREET NAME Prospect Dr VAR 12" STD. IV X POS 1 - TOP OF POST 18 40 1.030 L R1-1 STOP 36" 36" 1 STD. IV SQTUBE 2-1/2" ST-41 11 7 3 X X POST AND SIGN ON KALA POINT DRIVE 41 1.030 L 111-4 ALL WAY 18 6 1 STD. IV X I POS 3 - UNDER R1-1 42 1.035 R 111-1 STOP 36" 36" STD. IV SQTUBE 2-1/2" ST-4 13 7 5 1 X X POS 2 - POST AND SIGN ON LAW AV 19 43 1.035 R 111-4 ALL WAY 18 6 STD. IV X POS 3 - UNDER 111-1 44 1.035 R D3-101 STREET NAME Law Av VAR 12" STD. IV X POS 1 - TOP OF POST ABOVE R1-1 45 1.035 R D3-101 STREET NAME Law Av VAR 12" STD. IV X POS 1 - TOP OF POST ABOVE R1-1 20 46 1.036 L 131-1 STOP 36" 36" STD. IV SQTUBE 2-1/2" ST-4 12 7 7 X X POST AND SIGN ON PROSPECT AV 47 1.036 L 111-4 ALL WAY 18 6 STD. IV X I POS 2 - UNDER 111-1 21 48 1.041 R 112-1 SPEED LIMIT25 30' 36" STD. IV SQTUBE 2-1/2" ST 11 7 7 X X 22 49 1.080 L W3-1A STOP AHEAD (SYM) 36" 36" STD. IV SQTUBE 2-1/2" ST 10 1 7 $ 1 X X 50 1.270 L 131-1 STOP 36" 36" STD. IV SQTUBE 2-1/2" ST-4 11 7 10 1 X X 23 51 1.270 L D3-101 STREET NAME N LyterAv VAR 12" STD. IV X POS 1 - ABOVE 111-1 52 1.270 L D3-101 STREET NAME N LyterAv VAR 12" STD. IV X POS 1 - ABOVE 111-1 INTERSECTION M.P. 129-128 1X 24 53 1.271 R W2-4 TSYMBOL 36' 36" STD, IV SQTUBE 2-1/2" ST-4 12 7 9 1 X IX -- L R11-5 NO TURNAROUND BEYOND HERE (north leg) X r1.320 25 54 1.320 j I D3-101 ISTREET NAME Lilly In VAR 12" STD. IV SQTUBE 2-1/2" ST-5 10 1 7 10 X X REG.NO. STATE FED.AID PROJ. NO. 10 AS14 DESIGNED BY: BRUC£ D PATTFRSON II 5 23 DRAFTED BY: BRUCE A PATTERSON 15 23 P CHECKED BY: PROJECT NO. 18020980 HSIP-OOOS(627 :ONTRACT NO DATE 1 DATE REVISION BY COUNTY 4�,�.50N [ � JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 6/8/2023 Fee "p Know what': below. Call before you dig. ROAD DEPARTURE REDUCTION PROJECT ST14 COUNTY PROJECT NO. 18020980 aw JEFFERSON COUNTY, WASHINGTON 19 PROSPECT DR. SIGN TABLE 2 37 SOUTH POINT ROAD NEW NEW SIGN SIZE LETTER SIGN POST MILE POST POST POST BASE LENGTH POST SIGN SIGN CODE SIGN DESCRIPTION SIZE OR SHEETIN NO. NO. LOCATION CODE G TYPE MATERIAL SIZE TYPE H1 X Y (FEET) 0 to CLEARANCE Z 4A-' S 3 Z W �► Z (FEET) v► 3 o V W z W z o 4A ix REMARKS Know whafa below. Call before you dig. 0.01 L R1-1 STOP X WSDOT maintained sign 1 0.08 L W3-1A STOP AHEAD SYMBOL WITH ARROW 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 11 1 X X 1 2 0.08 L D3-201 ADVANCE STREET NAME HWY 104 VAR 9 STD. IV I I X POS 1- ABOVE W3-1a 2 3 0.12 R R2-1 SPEED LIMIT40 30 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 9 X X 3 4 0.25 L W11-8 FIRE STATION (SYM) 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 10 X X 4 5 0.27 L W13-1 ADVISORY SPEED 30 MPH 24 24 STD. IV X POS 2- BELOW W1-1 6 0.27 L W1-11- TURN - LEFT 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 1 10 X X 7 1.44 R W2-311 SIDE ROAD (45 DEGREE) 36 36 STD. IV SQTUBE 2-1/2" ST-4 14 7 13 X X 5 8 1.44 R D3-201 ADV. STREET NAME Thorndyke Rd VAR 9 STD. IV X POS 2 - BELOW W2-3 6 9 1.52 L 112-1 SPEED LIMIT40 30 36 STD. IV SQTUBE 2-1/2" 1 ST-4 10 7 16 X X 7 10 1.64 R 112-1 SPEED LIMIT40 30 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 11 X X 8 11 1.64 L W2-3R SIDE ROAD (45 DEGREE) 36 36 STD. IV SQTUBE 2-1/2" 1 ST-4 13 7 10 X X INSTALL UPSIDE DOWN 12 1.64 L D3-201 ADV. STREET NAME Thorndyke Rd VAR 9 STD. IV X POS 2 - BELOW W2-3 13 2.42 R W2-2R SIDE RD (90 DEGREE) 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 11 X X 9 14 2.42 R D3-201 ADV. STREET NAME Bluejay Ln VAR 9 STD. IV X POS 2 - BELOW W2-2 1S 2.51 R 131-1 STOP 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 7 X X 10 16 2.51 R D3-101 STREET NAME Bluejay Ln VAR 12 STD. IV X POS 1- ABOVE STOP SIGN 17 2.51 R D3-101 STREET NAME Bluejay Ln VAR 12 STD. IV X POS 1- ABOVE STOP SIGN 11 18 2.52 R W3-5 SPEED ZONE AHEAD (SYM) SPEED LIMIT 25 36 36 STD. IV SQTUBE 2-1/2" ST-41 13 7 9 X X 12 19 2.58 L W2-21- SIDE RD (90 DEGREE) 36 36 STD. IV SQTUBE 2-1/2" ST-41 12 7 8 X X 20 2.58 L D3-201 ADV. STREET NAME Bluejay Ln VAR 9 STD, IV X POS 2 - BELOW W2-2 13 21 2.63 R 112-1 SPEED LIMIT 25 30 36 STD. IV SQ TUBE 2-1/2" ST-4 12 7 10 X X 14 22 2.63 L 112-1 SPEED LIMIT40 30 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 8 1 X X 15 23 12.765 L W2-31- SIDE ROAD (45 DEGREE) 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 6 X X INSTALL UPSIDE DOWN 16 24 2.785 R W2-2R SIDE RD (90 DEGREE) 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 12 X X 25 2.785 R D3-201 ADV. STREET NAME Peabody Wy VAR 9 STD. IV X POS 2 - BELOW W2-2 17 26 2.79 R 112-1 SPEED LIMIT 25 30 36 STD. IV SQ TUBE 2-1/2" ST-4 11 7 10 X X 18 27 1 2.84 R W13-1 ADVISORY SPEED 20 MPH 24 1 24 STD. IV I X POS 2 - BELOW W1-1 28 1 2.84 R W1-21- TURN - LEFT 36 36 STD. IV SQTUBE 2-1/2" ST-4 13 7 12 X X 19 29 2.86 L 112-1 SPEED LIMIT 25 30 36 STD. IV SQTUBE 2-1/2" ST-4 11 7 5 X X 30 2.89 R 111-1 STOP 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 8 X X 20 31 2.89 R D3-101 STREET NAME Peabody Wy VAR 12 STD. IV X POS 1- ABOVE STOP SIGN 32 2.89 R D3-101 STREET NAME Peabody Wy VAR 12 STD. IV X POS 1- ABOVE STOP SIGN 6/8/2023 APPROVAL DATE L� �� • f JEFFERSON COUNTY 4 r DEPARTMENT OF PUBLIC WORKS ST151 JEFFERSON COUNTY THORNDYKE ROAD 1 0.04 L 111-1 STOP 36 36 1 STD, IV SQTUBE 2-1/2 ST-4 13 7 X X 2 0.04 L D3-101 STREET NAME Thorndyke Rd VAR 12 STD. IV X ABOVE R1-1 1 3 0.04 L D3-101 STREET NAME Thomdyke Rd VAR 12 STD. IV X ABOVE R1-2 4 0.04 L D3-101 STREET NAME South Point Rd VAR 12 STD. IV X TOP OF POST ABOVE THORNDYKE RD SIGN 5 0.04 L D3-101 STREET NAME South Point Rd VAR 12 STD. IV X TOP OF POST ABOVE THORNDYKE RD SIGN 2 6 0.1 R 112-1 SPEED LIMIT40 30 36 STD. IV SQTUBE 2-1/2 ST-4 12 7 9' X X 3 7 0.12 L W3-1A STOP AHEAD (SYM) 36 36 STD, IV SQTUBE 2-1/2 ST-4 15 7 9' X X 8 0.12 L D3-201 CROSSROADS NAME South Point Rd VAR 9 X POS 1- ABOVE W3-1A 4 9 0.65 R W3-5 SPEED LIMIT AHEAD (SYM) 30 MPH 36 36 STD. IV SQTUBE 2-1/2 ST-4 13 7 9 X X 5 10 0.7 R 112-1 SPEED LIMIT 30 30 36 STD. IV SQTUBE 2-1/2 ST-4 12 7 10 X X 6 11 0.71 L 112-1 SPEED LIMIT40 30 36 STD. IV SQTUBE 2-1/2 ST-4 11 7 10 X X 12 0.82 R W2-8R DOUBLE SIDE RD RIGHT 36 36 STD, IV SQTUBE 2-1/2 ST-4 12' 7 9 X X 8 13 0.82 R 13-201 CROSSROADS NAME Finch Ln Eagle View Ln VAR 18 STD. IV X BELOW wz-a 0.84 R S3-1 SCHOOL BUS TURN AROUND X INEW 36X36SIGN ON NEW WOOD POST 14 0.88 R 131-1 STOP 36 36 STD. IV SQTUBE 2-1/2 ST-4 12 7 6 X X BOTTOM SIGN 9 15 0.88 R D3-101 STREET NAME Finch Ln VAR 12 STD. IV X POS 1 - ABOVE R1-1 16 0.88 R D3-101 STREET NAME Finch Ln VAR 12 STD. IV X POS 1 - ABOVE R1-1 0,926 L 112-1 SPEED LIMIT 30 X IEXISTI NG IS A NEW SIGN ON A STEEL POST 0.926 R - 112-1 SPEED LIMIT 30 X EXISTING IS A NEW SIGN ON A STEEL POST 17 0.95 R R1-1 STOP 36 36 STD, IV SQTUBE 2-1/2 ST-4 11 7 5 x x BOTTOM SIGN 10 18 0.95 R D3-101 STREET NAME Eagle View Ln VAR 12 STD. IV X POS 1 - ABOVE R1-1 19 0.95 R D3-101 STREET NAME Eagle View Ln VAR 1 12 STD, IV x POS 1- ABOVE R1-1 R W14-1 DEAD END X SIGN ON EAGLE VIEW LANE 11 20 0.96 L W11-103 HIDDEN DRIVEWAY 36 36 STD. IV SQTUBE 2-1/2 ST-4 13 7 8' X X 21 0.96 L W13-1 ADVISORY SPEED 25 MPH 24 24 STD. I IV X 22 1.01 L W2-8L DOUBLE SIDE ROAD LEFT 36 36 STD. IV SQTUBE 2-1/2 ST-4 11 7 10 X X 12 23 1.01 L D3-201 CROSSROADS NAME Eagle View Ln Finch Ln VAR 18 X BELOW W2-8 24 1.02 R R1-1 STOP STD. IV SQTUBE 2-1/2 ST-4 12 7 6 X X 13 25 1.02 1 R D3-101 STREET NAME Seattle Dr VAR 12 STD, IV X 26 1.02 R D3-101 STREET NAME Seattle Dr STD, IV X 1.02 R D3-11 INTERSECTION M.P. 103-105 X Litter Control X 27 1.24 R 111-1 ,STOP STD. IV SQTUBE 2-1/2 ST-4 12 7 5 X X BOTTOM SIGN 14 28 1.24 1 R D3-101 I STREET NAME - Olympia St I VAR 1 12 STD. I V X POS 1 - ABOVE R1-1 29 1.24 1 R D3-101 STREET NAME - Olympia St STD. IV X POS 1 -ABOVE R1-1 6/8/2023 APPROVAL DATE JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS i Know what's b810W. Call before you dig. ENGINEER _ THORNDYKE ROAD NEW NEW SIGN SIZE LETTER SIGN POST POST LENGTH CLEARANCE z O V1 O c0 3 z ~ 00 REMARKS o POST SIGN MILE POST SIGN CODE SIGN DESCRIPTION (inches) SIZE OR SHEETING POST SIZE BASE (FEET) (FEET) in O a w > zcc NO. NO. LOCATION CODE TYPE MATERIAL (inches) TYPE 3 Z w Z O g w � 00 LA o Knowwhmsbelow. X7-Y H 1 v w � Call nefore you dig. 1.241 R R2-1 SPEED LIMIT30 X EXISTING IS A NEW SIGN ON A STEEL POST 1.241 L R2-1 SPEED LIMIT 30 X EXISTING IS ANEW SIGN ON A STEEL POST 15 30 1.44 R W1-111 TURN - RIGHT 36 36 STD. IV SQTUBE 2-1/2 ST-4 12 7 6 X X 31 1.44 R W13-1 ADVISORY SPEED 10 MPH 24 24 STD, IV X 1.51 L 112-1 SPEED LIMIT 30 1X (EXISTING IS A NEW SIGN ON A STEEL POST 16 32 1.57 L W1-6 LARGE ARROW 48 24 STD. IV SQTUBE 2-1/2 5T-4 9 4 Min X X 1.57 L W1-6 LARGE ARROW RELOCATE EXISTING SIGN TO NEW POST 33 R1-1 STOP 36 36 STD. IV SQTUBE 2-1/2 5T-4 12 X X BOTTOM SIGN 34 D3-101 STREET NAME Seattle Dr VAR 12 STD, IV X POS 1 - ABOVE R1-1 17 35 133-101 STREET NAME Seattle Dr VAR 12 STD, IV X POS 1-ABOVE RI-1 36 1.64 L W1-1L TURN - LEFT 36 36 STD. IV SQTUBE 2-1/2 ST-4 12' 7 8' X X 19 37 1.64 L W13-1 ADVISORY SPEEDIOMPH 24 24 STD. IV X 20 38 1.78 R W1-901L 180 DEG CURVE SYM) 36 36 STD. IV SQTUBE 2-1/2 ST-4 11 7 9 X X 39 1.78 R W13-1 .ADVISORY SPEED 15 MPH 24 24 STD. Iv I X BELOW W1-901L 21 40 1.84 R W1-8 CHEVRON ALIGNMENTSIGN > 24 30 STD. IV SQTUBE 2-1/2 ST-4 10 7 9 X X USE ADJUSTABLE BRACKET -SEE DETAIL 41 1.84 R W1-8 CHEVRON ALIGNMENTSIGN < 24 30 STD. IV X 22 42 1.86 R W1-8 CHEVRON ALIGNMENT SIGN > 24 30 STD. IV SQTUBE 2-1/2 ST-4 11 7 9 X X USE ADJUSTABLE BRACKET - SEE DETAIL 43 1.86 R W1-8 CHEVRON ALIGNMENTSIGN < 24 30 STD, IV X 23 44 1.87 R W1-8 CHEVRON ALIGNMENTSIGN > 24 30 STD, IV SQTUBE 2-1/2 ST-4 11 7 6 X X USE ADJUSTABLE BRACKET - SEE DETAIL 45 1.87 R W1-8 CHEVRON ALIGNMENTSIGN < 24 30 STD. IV X 24 46 1.89 R W1-8 CHEVRON ALIGNMENTSIGN > 24 30 STD. IV SQTUBE 2-112 ST-4 11 7 B X X USE ADJUSTABLE BRACKET -SEE DETAIL 47 1.89 R W1-8 CHEVRON ALIGNMENT SIGN < 24 30 STD. IV X 25 48 1.91 R W1-8 CHEVRON ALIGNMENTSIGN > 24 30 STD, IV SQTUBE 2-1/2 ST-4 12 7 6 1 X X 26 49 1.98 L W13-1 ADVISORY SPEED 15MPH 24 24 STD. IV X BELOW W1-901R 50 1.98 L W1-901R 180 DEG TURN (SYMBOL) 36 36 1 STD. IV SQTUBE 2-1/2 ST-4 13 7 6 X X 27 51 2.03 R 112-1 SPEED LIMIT SO 30 36 STD. IV SQTUBE 2-1/2 ST-4 12 7 6 X X 28 52 1 2.03 L 112-1 SPEED LIMIT 30 30 36 STD, IV SQTUBE 2-1/2 ST-4 11 7 7 X X 29 53 2.15 L W3-5 SPEED LIMIT AHEAD (SYM) SPEED LIMIT 30 36 36 STD. IV SQTUBE 2-1/2 ST-4 13 7 8 X X 30 54 3.25 R W13-1 ADVISORY SPEED 40 MPH 24 24 STD. IV X BELOW W1-2 55 3.25 R W1-2L CURVE - LEFT 36 36 STD. IV SQTUBE 2-1/2 ST-4 12 7 11 X I X 31 56 3.43 L W13-1 ADVISORY SPEED 40MPH 24 24 STD. IV X BELOW W1-2 57 3.43 L W1-2R CURVE -RIGHT STD, IV SQTUBE 2-1/2 sT-a 12 7 12 X X 32 58 3.47 R W13-1 ADVISORY SPEED 40MPH STD. IV X BELOWW1-2 59 3.47 R W1-2R CURVE - RIGHT E36 STD. IV SQTUBE 2-1/2" ST-4 13 7 10 X X 33 60 3.76 R S3-201 SCHOOL BUS TURN AROUND STD, IV SQTUBE 2-1/2 ST-4 12 7 7 X X 34 61 3.78 L W13-1 ADVISORY SPEED 40MPH STD. IV X -BELOWWI-2 62 3.78 L W1-2L CURVE - LEFT STD. IV SQTUBE 2-1/2 ST-4-1 12 7 1 9 X X M liE11U0 �,trG WAS -- G�� raGL ROAD DEPARTURE REDUCTION PROJECT REc.No sTAFE FED,AID k4�SON OE"ED BY; E 0 PAIT R5 1 2S 10 WASFI PROJ. N0. �; a y .0. JEFFERSON COUNTY ST17 DRAFTED BY: E 0 Pen RSON 1 5 S Q �FGIST�A Yu DEPARTMENT OF PUBLIC WORKS COUNTY PROJECT NO. 18020980 CHECKED BY: PROJECT NO. kSSP-DDOS(fiR7] 18020980 fi SS a �ONAL� 6 �' 2� JEFFERSON COUNTY, WASHINGTON aw 22 ONTRACT Na 6/8/2023 �'Vill"4o THORNDYKE RD. SIGN TABLE 2 37 DATE GATE RENSION BY JEFFERSON COUNTY ENGINEER APPROVAL DATE gay THORNDYKE ROAD 35 63 3.8 R W1-1R TURN - RIGHT 36 36 STD. IV SQTUBE 2-1/2 ST-4 7 X X 64 3.8 R W13-1 ADVISORY SPEED 30 MPH 24 24 STD. Iv X BELOW W1-1 36 65 3.93 L 53-1 SCHOOL BUS STOP AHEAD (SYMBOL) 36 36 STD. IV SQTUBE 2-1/2 ST-5 12 7 12 X X 37 66 4.00 R W1-5L WINDING RD LT 36 36 STD, IV SQTUBE 2-1/2 ST-4 12 7 10 X X 67 4.00 R W13-1 ADVISORY SPEED 35 MPH I STD. IV X BELOW W1-5 38 68 4.00 L W13-1 ADVISORY SPEED 30 MPH 24 24 STD. IV X BELOW W1-1 69 4.00 L W1-1L TURN - LEFT 36 36 STD. IV SQTUBE 2-1/2 ST-4 12 7 10 X X 39 70 4.12 L S3-201 SCHOOL BUS TURN AROUND 36 36 STD, IV SQTUBE 2-1/2 5T-4 13 7 9 X X 40 71 4.87 L W1-5R IWINDING ROAD RT 36 36 STD. IV SQTUBE 2-1/2 ST-4 13 7 7 X X 72 4.87 L W13-1 ADVISORY SPEED 40 MPH 24 24 STD. IV X BELOW W1-5 41 73 5.04 R R2-1 SPEED LIMIT50 30 36 STD, IV SQTUBE 2-1/2 ST-4 12 7 X X 42 74 5.04 L 132-1 SPEED LIMIT50 30 36 STD, IV SQTUBE 2-1/2 ST-4 12 7 X X 43 75 6.04 R W13-1 ADVISORY SPEED 40 MPH 24 24 STD. X BELOW W1-4 76 6.04 R W1-4R REVERSE CURVE(RIGHT) 36 36 STD. IV SQTUBE 2-1/2 ST-4 12 7 11 X X 44 77 6.63 L W14R REVERSE CURVE RT 36 36 STD, IV SQTUBE 2-1/2 ST-4 13 7 8 X X 78 6.63 L W13-1 ADVISORY SPEED 40 MPH 24 24 STD, IV X BELOW W14 45 79 6.88 R W1-5R WINDING ROAD RT 36 36 STD, IV SQTUBE 2-1/2 ST-4 11 7 8 80 6.88 R W13-1 ADVISORY SPEED 35 MPH 24 24 STD, IV BELOW WI-5 81 7.4 R W13-1 ADVISORY SPEED 30 MPH 24 24 STD. IV X POS 3 - BOTTOM SIGN 46 82 7.4 R W1-2R CURVE - RIGHT MODIFIED 36 36 STD. IV SQTUBE 2-1/2 IST-4 13 7 8 X X POS 1- ABOVE W3-1A 83 7.4 R 133-201 CROSSROAD NAME Sea Home Rd Var 9 STD. IV X POS 2- MIDDLE SIGN 84 7.59 L R1-1 STOP 36 36 STD. IV SQTUBE 2-1/2 ST-4 12 7 5 X X POS 3-BOTTOM SIGN 85 7.59 L D3-101 STREET NAME Sea Home Rd Var 12 STD. IV X POS 2 - ABOVE 111-1 47 86 7.59 L D3-101 STREET NAME Sea Home Rd Var 12 STD. IV X POS 2 - ABOVE R1-1 7.59 L Dead End with arrow POS 1 - Relocate existing sign to top of new post 7.59 L Dead End with arrow POS 1- Relocate existing sign to top of new post 87 7.63 L W13-1 ADVISORY SPEED 30 MPH 24 24 STD. IV X POS 3 - BOTTOM SIGN 48 88 7.63 L W1-2L CURVE - LEFT MODIFIED 36 36 STD. IV SQTUBE 2-1/2 ST-4 12 7 8 X X POS 1- TOP SIGN 89 7.63 L D3-201 CROSSROAD NAME Sea Home Rd VAR 9 STD. IV X POS 2 - MIDDLE SIGN 49 90 8.11 L W7-1 HILL (SYMBOL) 36 36 STD. IV SQTUBE 2-1/2 ST-4 12 7 11 X X 50 91 8.17 L W1-5L WINDING RD LT 36 36 STD. IV SQTUBE 2-1/2 IST-4 10 7 12 X X 92 8.17 L W13-1 ADVISORY SPEED 35 MPH 24 24 STD, IV X 51 93 8.29 L R2-1 SPEED LIMIT50 30 36 STD. IV SQTUBE 2-1/2 ST-4 12 7 X X 94 8.36 R W3-1A STOP AHEAD (SYM) 36 36 STD. IV SQTUBE 2-1/2 ST-4 14 7 10 52 X X 95 8.36 R D3-201 CROSSROAD NAME Coyle Rd VAR 9 STD. Iv X ABOVE W3-1a 53 96 8.43 R I R1-1 ISTOP 36 36 1 STD. IV SQTUBE 1 2-1/2 ST-4 11 7 5 1 I X I x REG.NO. STATE FED.AID PROJ. NO. 10 1WA%H DESIGNED BY: BRUCE D PATTERS N I 23 DP HSIP-OOOS(627) DRAFTED BY: BRUCZ D PATTER N 15 23 DP CHECKED BY; PROJECT NO- 18020980 'ONTRACT NO DATE I DATE REWSION BY JEFFERSON COUNTY 4 Know. what's below. Cell before you Esc' r'r� ROAD DEPARTURE REDUCTION PROJECT �G l ST1 I ; JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS COUNTY PROJECT NO. 18020980 y.. JEFFERSON COUNTY, WASHINGTON 23 6/8/2023 �s►rr+lc��" THORNDYKE RD. SIGN TABLE 3 37 IPPROVAL I)ML yCM WEST U NCAS ROAD * o Know whars below. Call before you dig. �E M Fi ?� WA5"'�a'�cn ROAD DEPARTURE REDUCTION PROJECT REG.NO. STATE FED.AID +.� tit' �� y� 10 WASH PROJ. N0. �; JEFFERSON COUNTY DESIGNED BY: BRUCE D PATTERSON I 5 23 �DP DRAFTED BY: BRUC D PATTER ON 15 2J �� DEPARTMENT OF PUBLIC WORKS COUNTY PROJECT N0. 18020980 CHECKED BY: PROJECT NO. HSIP-OOOS(627J T` 9FG1STrcA� _..� JEFFERSON COUNTY, WASHINGTON 800980 �NALEN 6/8/2023 �rshlu[+��. - 4.0'NTR"ACT No WEST UNCAS RD,SIGN TABLE DATE DATE REVISION JEFFERSON TY ENGINEER APPROVAL OATS ST i 9 � for 37 s>Es NEW NEW SIGN 512E LETTER SIGN POST POST CLEARANCE � � o � ~O j REMARKS POST SIGN MILE POST SIGN SIGN DESCRIPTION (inches) SIZE OR SHEETING POST SIZE BASE LENGTH (FEET) ) 3 O � 3 d Z NO. NO. LOCATION CODE CODE TYPE MATERIAL (inches) TYPE (FEET) 3 W O u�f o p X Y V W H1 Z Z ac 1 0.040 L R1-1 STOP 36 36 STD. IV SQTUBE 2-1/2 ST-4 12 7 6 X X 1 2 0.040 L D3-101 STREET NAME Store Rd VAR 12 STD. IV X POS 1-ABOVE STOP SIGN 3 0.040 L D3-101 STREET NAME Store Rd VAR 12 STD. IV POS 1-ABOVE STOP SIGN 2 4 0.040 R R1-1 STOP 36 36 STD. IV SQTUBE 2-1/2 ST-4 11 7 6 X X 5 0.040 R D3-101 STREET NAME Store Rd VAR 12 STD. Iv X POS 1-ABOVE STOP SIGN 3 6 0.100 L W3-1A STOP AHEAD (SYMBOL WITH ARROW) 36 36 STD, IV SQTUBE 2-1/2 ST-4 13 7 6 X X 7 0.100 L D3-201 CROSSROADS NAME HWY 101 VAR 9 STD. IV X POS 1- ABOVE W3-1A 4 8 0.100 R R2-1 SPEED LIMIT 40 30 36 STD. IV SQTUBE 2-1/2 ST-4 12 7 4 X X 5 9 0.210 R W2-3R SIDE ROAD (45 DEGREE) 36 36 STD. Iv SQTUBE 2-1/2 ST-4 12 7 8 X X POS 1 ABOVE Adv. Street Name 0,210 R ADV. STREET NAME Casselary Rd RELOCATE EXISTING SIGN TO NEW POST 6 10 0.330 R R1-1 STOP 36 36 STD. IV SQTUBE 2-1/2 ST-4 10 7 9 X X on Casselary 7 11 0.330 R D3-101 STREET NAME Casselary Rd VAR 12 STD. IV SQTUBE 2-1/2 ST-4 10 4 X 12 0.330 R D3-101 STREET NAME Casselary Rd VAR 12 STD, IV X 8 13 0.330 R W3-1A STOP AHEAD (SYM) 36 36 STD. IV SQTUBE 2-1/2 ST-4 12 7 4 X X Sign on Casselary 9 14 0.420 L W2-3R SIDE ROAD (45 DEGREE) 36 36 STD, IV SQTUBE 2-1/2 ST-4 13 7 8 X X POS 1 ABOVE Adv. Street Name 0.420 L ADV. STREET NAME Casselary Rd RELOCATE EXISTING SIGN TO NEW POST 10 15 0.490 R W1-4L REVERSECURVE(LEFT) 36 36 STD. Iv SQTUBE 2-1/2 ST-4 11 7 8 X X 16 0.490 R W13-1 ADVISORY SPEED 35 MPH 24 24 STD. IV X POS 2 -BELOW W1-4 11 17 0.850 L W13-1 ADVISORY SPEED 35 MPH 24 24 STD. IV X POS 2- BELOW W1-4 18 0.850 L W1-4L REVERSE CURVE(LEFT) 36 36 STD, Iv SQTUBE 2-1/2 ST-4 13 7 8 X X 12 19 1.090 R W13-1 ADVISORY SPEED 30 MPH 24 24 STD, IV X POS 2- BELOW W1-2 20 1.090 R W1-2L CURVE- LEFT 36 36 STD, IV SQTUBE 2-1/2 ST-4 13 7 6 X X 13 21 1.380 L W13-1 ADVISORY SPEED 30 MPH 24 24 SrD, Iv X POS 2-BELOW W1-2 22 1.380 L W1-2R CURVE - RIGHT 36 36 STD. IV SQTUBE 2-1/2 ST-4 13 7 6 X X 14 23 1.740 R W13-1 ADVISORY SPEED 30 MPH 24 24 STD. IV X POS 2- BELOW W1-2 24 1.740 R W1-2L CURVE -LEFT 36 36 STD. Iv SQTUBE 2-1/2 ST-4 12 7 8 X X 15 25 1.780 R W2-2 SIDE RD (90 DEGREE) 36 36 STD. IV SQTUBE 2-1/2 ST-4 12 7 7 X X 1.780 R STREET NAME Wycoff Rd RELOCATE EXISTING SIGN TO NEW POST 16 26 1.860 R R1-1 STOP 36 36 srD. Iv SQTUBE 2-1/2 ST-4 12 7 4 X X 27 1.860 R D3-101 STREET NAME Wycoff Rd VAR 12 STD, IV X POS 1-ABOVE STOP SIGN 17 28 1.920 L W1-2R CURVE - RIGHT 36 36 STD. IV SQTUBE 2-1/2 ST-4 13 7 5 X X 29 1.920 L W13-1 ADVISORY SPEED 35 MPH 24 24 STD. IV X POS 2-BELOW W1-2 18 30 1.930 R W3-1A STOP AHEAD (SYMBOL WITH ARROW) 36 36 STD. IV SQTUBE 2-1/2 ST-4 12 7 5 X X 31 1.930 R D3-201 CROSSROADS NAME HWY 101 VAR 9 STD. IV X POS 1- ABOVE W3-1A 19 32 1.940 L W2-2 SIDE RD (90 DEGREE) 36 36 STD. Iv SQTUBE 2-1/2 ST-4 13 7 6 X X 1.940 L ADV. STREET NAME Wycoff Rd RELOCATE EXISTING SIGN TO NEW POST 20 33 1.960 L R2-1 SPEED LIMIT 40 30 36 STD. IV SQTUBEI. 2-1/2 ST-4 12 7 5 X X LARSON LAKE ROAD SIGN SIZE LETTER SIGN ST CLEARANCE S2 Gin 0 3 z POSt SIGN MILEPOST POST POST BASE LENGTH FEET of O~ NO. LOCATION SIGN CODE SIGN DESCRIPTION SIZE OR SHEETING > g z REMARKS NO. MATERIAL SIZE TYPE (FEET) Z z O a 0; X Y CODE TYPE HI V W LU 1 1 0.10 R W11-1 BICYCLIST (SYMBOL) 36 36 STD. IV SQTUBE 2-1/2" ST-4 1 12 7 5 X I X 2 1 0.10 R W13-401 ADV. DISTANCE NEXT4 MI 24 18 STD, IV X POS 2 - BELOW W11-1 2 3 4.01 L W11-1 BICYCLIST (SYMBOL) 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 5 X X 4 4.01 L W13-401 ADV. DISTANCE NEXT4 MI 24 18 STD. IV X POS 2 - BELOW W11-1 • i Know where below. Cell before you dig. PARADISE BAY ROAD SIGN SIZE LETTER SIGN POST CLEARANCE z � i W 3 z POSt SIGN MILE POST POST POST BASE LENGTH (FEET) ! �' O NO. LOCATION SIGN CODE SIGN DESCRIPTION SIZE OR SHEETING > g 0 REMARKS NO. MATERIAL SIZE TYPE (FEET) 0 ,n X Y CODE TYPE V W W W "' H 1 z Z uw ac 1 1 0.31 R W11-1 BICYCLIST (SYMBOL) 36 36 STD, IV SQTUBE 2-1/2" ST-4 12 7 8 X X 2 0.31 R W13-401 ADV. DISTANCE NEXT6M1 24 18 STD. IV X POS 2 - BELOW W11-1 2 3 5.90 L W11-1 BICYCLIST (SYMBOL) 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 8 X X 4 1 5.90 1 L I W13-401 JADV. DISTANCE NEXT 6Ml 24 1 18 1 STD. IV X POS 2 - BELOW W11-1 OAK BAY ROAD SIGN SIZE LETTER SIGN POST POSt SIGN MILE POST POST POST BASE LENGTH X Y CODE TYPE SIGN CODE SIGN DESCRIPTION SIZE OR SHEETING NO. NO. LOCATION MATERIAL SIZE TYPE (FEET) H1 CLEARANCE F- O` (FEET) Z Z 0 LA V W Wj Z Z Wyj D O ae: REMARKS 1 1 1.10 R W11-1 BICYCLIST (SYMBOL) 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 5 X I X 2 1.10 R W13-401 ADV. DISTANCE NEXT 10 MI 24 18 STD. IV X POS 2 - BELOW W11-1 2 3 10.65 L W11-1 BICYCLIST (SYMBOL) 36 36 STD. IV SQTUBE 2-1/2" ST-4 12 7 10 X X 4 10.65 L W13-401 ADV. DISTANCE NEXT 10 MI 24 18 STD. IV X I POS 2 - BELOW W11-1 kSON ('C)G � JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 6/8/2023 ,I'rst/1.4(o,"� APPROVAL DATE ROAD DEPARTURE REDUCTION PROJECT ST20 COUNTY PROJECT NO. 18020980 JEFFERSON COUNTY, WASHINGTON 25 ADDITIONAL BICYCLE SIGNS 37 HORIZONTAL CURVE GUIDEPOST LOCATIONS ROAD NAME HORIZONTAL CURVE DATA Mile Post Radius Length Feet Feet GUIDEPOST Spacing Number Feet of Post ANDERSON LAKE ROAD 0.91 1.16 1.39 1.85 2.36 1290 503 104 7 820 678 81 10 835 1214 82 17 1819 1615 124 15 1814 2550 124 23 CAPE GEORGE - ROAD 0.74 2.04 2.16 2.76 2.9 3.1 3.69 4.3 5.5 5.92 6.35 6.5 7.1 7.3 7.45 1172 1228 99 14 728 556 76 9 764 526 78 9 445 778 62 15 1326 327 105 5 1026 836 91 11 1375 898 107 734 1263 77 10 18 1735 796 121 9 1442 1900 110 19 1198 364 100 6 838 699 82 11 1396 759 108 9 670 343 74 7 244 334 39 11 CENTER ROAD 2.55 3.7 4.61 4.87 5.22 5.6 7 6.12 6.36 7.26 7.6 8.5 8.9 11.1 11.65 12 12.36 12.6 13.04 1508 880 112 10 1394 704 108 9 1153 1261 98 15 1269 628 103 8 1141 97 2 5815 2020 226 11 1208 1092 100 13 1338 1983 106 21 1248 576 102 8 3279 1918 170 13 5795 902 157 8 1070 669 94 9 2529 4043 148 29 1099 874 95 11 1201 727 100 9 1833 826 124 9 1917 845 127 9 1180 1176 99 14 HORIZONTAL CURVE GUIDEPOST LOCATIONS HORIZONTAL CURVE DATA GUIDEPOST ROAD NAME Mile Post Radius Length Spacing Number Feet Feet -_[EeetL f post 13.31 1021 901 91 12 CENTER ROAD 13.5 1082 568 94 8 14 1864 218 1125 19 1.07 522 312 66 7 1.16 477 185 64 5 CLEARWATER 1.2 544 225 67 5 ROAD 1.3 187 200 34 8 1.51 760 644 78 10 2 697 434 75 8 3.73 640 313 72 6 0.21 1421 1032 109 11 0.64 1 710 735 76 12 0.87 1641 921 118 10 1.18 666 400 73 7 1.35 720 454 1 76 18 1.72 1406 609 108 8 2.52 1911 899 127 9 2.7-3.4 40 3.5 650 353 73 7 3.77 1583 400 115 5 3.96 1049 659 92 9 4.41 368 423 57 g COYLE ROAD 7 E4.75 741 343E 77 6 1028 727 91 10 5.01 1219 473 101 7 5.89 1073 666 94 9 6.01 1092 669 95 9 6.22 666 1059 73 17 6.44 734 974 77 15 7.07 1220 569 101 8 8 1215 925 101 11 8.21 964 981 88 13 8.95 921 800 86 11 9.25 1564 860 115 9 9.66 712 801 76 13 �F_ M Fi1ti._ REG.No. STATE -FED AID PROJ. NO. O ASH DESIGNED BY: BRUCE D PATT S N 11 5 23 DRAFTED BY: BRUCE 0 PATTER ON 1 5 3 3DP) HSIP-0005(627) CHECKED BY: 'PROJECT N0. 18020980 :ONTRACT NO DATE I DATE REVISION BY HORIZONTAL CURVE GUIDEPOST LOCATIONS HORIZONTAL CURVE DATA GUIDEPOST ROAD NAME Mile Post Radius Length Spacing I Number Feet Fee Feet of Post 9.68 984 711 89 10 10.26 946 458 87 7 H55 1045 576 92 8 1914 1851 127 17 COYLE ROAD 11.6 1538 924 114 10 12.08 1199 572 100 8 12.59 1682 423 119 6 13.25 1458 876 110 10 13.65 1574 668 115 8 13.85 1960 1003 129 10 0.16 310 293 51 8 0.28 373 545 57 12 0.5 918 674 86 10 1.52 770 483 78 g 1.91 1099 538 95 8 DABOB 2.14 1493 1013 112 11 ROAD 2.77 1905 680 1 127 7 3.2 464 154 63 4 3.35 538 510 67 10 3.77 1164 526 98 7 4.2 621 1835 71 28 4.47 565 1042 68 17 4•94 647 723 72 1 12 0.03 262 348 42 10 0.15 587 589 69 11 0.73 1976 346 129 5 EAGLEMONT 146 1701 815 120 9 ROAD 3.69 905 726 85 11 3.98 925 1080 86 15 4.21 1424 720 109 9 4.39 614 968 71 16 4.6 662 590 73 10 ASTINGS 3.01 710 720 75 12 AVENUE LLARSON 4.3 643 824 72 13 0.27 561 579 68 11 LAKE 0.55 788 720 79 11 ROAD 0.7 415 280 61 7 0.92 k 575 411 69 8 4;- Know what's below. Call before you dil rw'd v �"W `% ROAD DEPARTURE REDUCTION PROJECT cc ti 1 JEFFERSON COUNTY G P 1 DEPARTMENT OF PUBLIC WORKS COUNTY PROJECT NO. 18020980 6/8/2023 ". T, fvc;tt��' JEFFERSON COUNTY, WASHINGTON` ENGINEER APPROVAL DATE GUIDEPOST TABLES 1 37 �s HORIZONTAL CURVE GUIDEPOST LOCATIONS ROAD NAME HORIZONTAL CURVE DATA GUIDEPOST Mile Post Radius Feet Length Feet Spacing Feet Number of Post LARSON LAKE ROAD 1.28 1067 404 93 6 1.52 569 487 68 9 2.15 1877 429 126 5 2.43 1377 397 107 6 2.57 405 676 60 13 2.71 397 745 60 14 2.91 780 447 79 8 3.01 3.25 512 383 784 66 69 8 582 13 3.45 882 460 84 7 3.68 667 368 73 7 LORDS LAKE LOOP ROAD 3.19 103 282 24 14 OAK BAY ROAD 1.64 2168 620 136 7 1.85 1897 770 127 8 2.28 951 667 88 10 2.58 716 427 76 8 3.84 1179 773 99 10 5.23 1885 911 126 9 5.64 826 787 81 12 6.43 873 581 84 9 7.56 1113 439 96 7 7.77 1503 978 112 11 10.24 629 737 71 12 10.37 451 314 63 7 10.51 664 305 73 6 PARADISE BAY ROAD 1.25 1176 317 99 5 1.87 694 637 75 10 2.04 872 1107 84 15 2.63 1013 513 91 8 4.11 1461 944 130 9 5.71 1420 970 106 11 SOUTH DISCOVERY 1.02 1238 695 102 9 2.08 1723 400 121 5 SOUTH POINT ROAD 0.42 1316 710 105 9 1'04 923 616 86 9 1.21 1551 711 114 8 1.76 1474 686 111 8 2.31 1042 691 92 10 HORIZONTAL CURVE GUIDEPOST LOCATIONS ROAD NAME HORIZONTAL CURVE DATA GUIDEPOST Mile Post Radius Feet Length Feet Spacing Feet Number of Post THORNDYKE ROAD 0.2 772 536 79 9 0.28 1 1744 593 121 7 2.07 1705 449 120 6 2.36 1904 751 127 8 2.98 1100 692 95 9 3.36 1000 860 90 12 3.65 707 777 75 12 3.93 306 494 51 12 4.08 971 598 89 9 4.2 1150 485 98 7 4.37 1014 679 91 9 4.49 1279 643 103 8 4.69 591 827 70 11 5.21 1005 678 90 10 6.25 703 542 75 9 6.46 1207 1001 100 12 7.05 556 546 68 10 7.18 570 323 69 7 7.27 592 515 70 9 7.38 561 428 68 8 7.56 382 562 58 12 7.57 586 722 69 12 8 792 836 80 12 UPPER HOH ROAD 0.05 250 434 40 13 0.30 650 838 73 13 0.79 1300 255 104 4 0.95 800 249 80 5 1.33 750 255 78 5 1.67 850 198 83 4 1.82 1300 226 104 4 2.17 716 146 76 0 W UNCAS ROAD 0.4 1910 386 127 5 0.6 573 692 69 12 0.72 573 402 69 8 0.84 1432 389 109 6 1.23 409 479 60 10 1.65 716 418 76 8 1.83 287 301 47 8 6/8/2023 0i k I i Know what's below. Call before you dig. ROAD DEPARTURE REDUCTION PROJECT JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS COUNTY PROJECT N0. 18020980 c JEFFERSON COUNTY, WASHINGTON ��4sFr�rzu�° GUIDEPOST TABLES 2 APPKUVAL UAI L GUARDRAIL REFLECTORS ROAD NAME MILE POST LOCATION AND LENGTH NUMBER OF REFLECTORS DESCRIPTION LEFT RIGHT 0.248 47.5 2 W BEAM - BRIDGE APPROACH 0.248 47.5 2 W BEAM - BRIDGE APPROACH S. POINT RD 0.257 68.6 68.6 0 CONCRETE BRIDGE RAILING 0.27 42.2 2 W BEAM - BRIDGE APPROACH 0.27 42.2 2 W BEAM - BRIDGE APPROACH 3.411 45.9 2 W BEAM - BRIDGE APPROACH 3.411 45.9 2 W BEAM - BRIDGE APPROACH 3.419 38 1 W BEAM- YARR BRIDGE RAILING 3.419 38 1 W BEAM - YARR BRIDGE RAILING 3.427 48 2 W BEAM - BRIDGE APPROACH 3.427 45.9 2 W BEAM - BRIDGE APPROACH CENTER ROAD 6.535 484 0 W BEAM WITH REFLECTORS 6.552 366 16 REPLACE DAMAGED REFLECTORS 6.83 157 8 NORTH OF SR 104 OVERPASS 6.83 70 2 NORTH OF SR 104 OVERPAS 6.86 190 8 SOUTH OF SR 104 OVERPASS 6.86 70 2 SOUTH OF SR 104 OVERPASS 0.157 57 3 W BEAM - BRIDGE APPROACH 0.159 47 2 W BEAM - BRIDGE APPROACH 0.167 136.2 5 THRIE BEAM - HELL ROARING CK. BRIDGE RAILING 0.167 136.2 5 'THRIE BEAM - HELL ROARING CK. BRIDGE RAILING 0.193 45.9 2 W BEAM - BRIDGE APPROACH 0.193 44.9 2 W BEAM - BRIDGE APPROACH 2.079 44.9 2 W BEAM - BRIDGE APPROACH UPPER HOH ROAD 2.079 44.9 2 W BEAM- BRIDGE APPROACH 2.098 88.2 3 THRIE BEAM - ALDER CK. BRIDGE RAILING 2.088r266 3 THRIE BEAM -ALDER CK. BRIDGE RAILING 2.10444.9 2 W BEAM- BRIDGE APPROACH 2.104 2 W BEAM - BRIDGE APPROACH 2.15204 8 W BEAM - ALDER CK TRI B EMBANKMENT 2.15 1 10 JW BEAM- ALDER CK TRIB EMBANKMENT foal bw Know where below. Call before you dig. GUARDRAIL REFLECTORS ROAD NAME MILE POST LOCATION AND LENGTH NUMBER OF REFLECTORS DESCRIPTION LEFT RIGHT CLEARWATER 2.638 44.9 2 W BEAM - BRIDGE APPROACH 2.638 44.9 2 W BEAM - BRIDGE APPROACH 2.646 75 4 THRIE BEAM-HURSTCK. BRIDGE RAILING ROAD 2.646 75 4 THRIE BEAM - HURST CK. BRIDGE RAILING 2.66 44.9 2 W BEAM - BRIDGE APPROACH 2.66 43.8 2 W BEAM - BRIDGE APPROACH DABOB ROAD 0.01 384.9 16 W BEAM- ROAD EMBANKMENT FOR CULVERT 0.016 370.1 15 W BEAM - ROAD EMBANKMENT FOR CULVERT PARADISE BAY RD 5.607 140 6 W BEAM - FOR ROADSIDE SIGN 0.784 363.8 15 W BEAM - ROAD EMBANKMENT FOR CULVERT SOUTH DISCOVERY RD 0.788 306.2 12 W BEAM - ROAD EMBANKMENT FOR CULVERT 3.784 878 34 W BEAM - CLIFF TO DISCOVERY BAY THORNDYKE ROAD 4.7 296 13 W BEAM - ROAD EMBANKMENT FOR CULVERT r 4.7 236 10 JW BEAM -ROAD EMBANKMENT FOR CULVERT ��tii?h C•ij� 6/8/2023 ROAD DEPARTURE REDUCTION PROJECT JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS COUNTY PROJECT NO. 18020980 JEFFERSON COUNTY, WASHINGTON DATE <P> 0 0 ® 0 SIGNPOST ® m 0 0 0 0 O LOWER SIC POST SUPPOF SIGN POST ® m SIGN PANEL ® ® SIGN BRACE, WHEN ® REQUIRED — SEE ® STD. PLAN G-50.10 IU , SIGN POST — 2 1/2" (IN) SQUARE, 12-GAGE STEELTUBE 1 I BOTTOM a OF SIGN o UNGED SHOULDER BOLT z rH NUT AND WASHERS - LU EQUIRED (TYP.) o am I a X BOLT STOP FINISHED i� y � FOR SIGN POST GROUND W LINE y CI Ul TOP OF LOWER i SQUARE i TUBE T co ca FL i co LD cc w cn O O' a v 2 N CL C 0) C� N N o Jr` � M ! io A \ , BOLT STOP DRIVE- RIVET FOR SIGN POST M Kmw MIfI a below. n V Call before you dig. LOWER SIGN POST r SUPPORT — 3" (IN), 7-GAGE, HOT -DIP GALV., HEAVY-DUTY ANCHOR SIGN PANEL TO POST FASTENER � y JEFFERSDN COUNTY OEPARIMENT OF PUBLIC WORKS 6/8/2023 111' 1711IN ,0, 1 _ 12" COMMERCIAL CONCRETE MAY BE CAST IN PLACE DIAM. OR PRECAST va" X X" BOLT, NUT AND 1" DIA. FLAT HASHER (TYP.) USE I" DIA. NYLON WASHER (BETWEEN SIGN AND FLAT WASHER) WHEN SIGN SHEETING IS TYPE 3 OR 4 BACK OF SIGN 0 %" X 3�/2" BOLT, NUT 0 AND LOCK WASHER )TYP.) 0 0 0 0 0 0 0 0 2�/2 " SO. STEEL POST 0 TYPICAL APPLICATION %" DIA. ITYP. ADJUSTABLE SIGN BRACKET BOLT WITH 4ND LOCK NUT 9TYP.1 4NGLE PIECE NOTES: 1. MOUNTING HARDWARE DETAILS ARE PROVIDED FOR ILLUSTRATION PURPOSES ONLY. 2. ALL MOUNTING BRACKETS AND ASSOCIATED COMPONENTS SHALL BE ALUMINUM OR STAINLESS STEEL. ADJUSTABLE SIGN BRACKET FOR CORNER WARNING CHEVRONS (TYP) t f' JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 6/8/2023 �Srrrxc�'�o i 11 Know. whaCs below. Call before you dig. ROAD DEPARTURE REDUCTION PROJECT COUNTY PROJECT NO. 18020980 _ JEFFERSON COUNTY, WASHINGTON ADJUSTABLE BRACKET FOR CORNER CHEVRONS DETAIL DT2 I GUARDRAIL REFLECTOR GUARDRAIL REF1-ECTT0R \,j- SI'AGNG 25' MAX. GUARDRAIL REFLECTOR i �II - TOP EDGE CAI REFLECTIVE SHEETING T Know what's below. T Call before you dig. PERSPECTIVE WHITE 3M DIAMOND GRADE REFLECTIVE SHEETING APPLIED TO BOTH SIDES INSTALL PER MANUFACTURER'S DIRECTIONS, GUARDRAIL BOLT ON REFLECTOR SHOWN, GLUE ON REFLECTOR ACCEPTABLE. W-BEAM GUARDRAIL REFLECTOR 2 3 4 5 6 78 9A01112RIMINAL OFFENSE PUNISHABLE BY FINE r L. SENTENCE TO INJURE, DEFACE, KNOCK R REMOVE ANY OFFICIAL ROAD SIGN OR TRAFFIC CONTROL DEVICE. RCW 46-61.080 PROPERTY OF JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS (360) 385-9160 MR2 23 24 ,25'26 27 28 29 30 31 32 SIGN DECAL DETAIL 6/8/2023 W REFLECTIVE 2' MIN. SHEETING 21 M 6' MAX. J 72" BROWN CARSONITE t l CIB DUAL SIDED MARKER Z W IL W INSTALLED ON OUTSIDE Z OF HIGHWAY CURVES W rn > p O 1 W GUIDE POST DEFINITIONS l CO Q REFLECTIVE SHEETING APPLICATIONS INSTALL TO DEPTH AND BY METHODS 1 RECOMMENDED BY THE MANUFACTURER SON 1 r ��•srrrucr�� GUIDEPOST DETAIL JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS ...mom..., FACING BACK TRAFFIC SIDE 3„ 3 � 1--1 4 8„ WHITE 1_ ._ 4},� WHITE 4„ WHITE ENGINEER I COYLE ROAD -SIGN 48 W1-2R MODIFIED THORNDYKE ROAD -SIGN 82 W1-2R MODIFIED THORNDYKE ROAD -SIGN 88 W1-2L MODIFIED o Know what's b@IOW. Call before you dig. N 1 'ION 1 RELOCATE EXISTING 48" X 24" DESTINATION SIGN TO NEW POST ION 2 POSTS TO BE SPACED FAR ENOUGH APART TO ALLOW INSTALLATION OF 3 RELOCATED SIGNS DETAIL 6/8/2023 APPROVAL DAZE EXISTING THORNDYKE RD. STREET SIGNS RELOCATED TO NEW POST COYLE RD. STREET SIGN MAY RELOCATE EXISTING SIGN OR PROVIDE NEW SIGN RELOCATE EXISTING 36" X 30" COMMUNITY CENTER SIGN TO NEW POST ~4 y COYLE ROAD -SIGN 42 (POST 24 & 25) JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS ��sfrtNcti��s`' SIGN 42 W1-7 60" X 30" SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' RURAL ROADS, URBAN ARTERIALS. 25 / 30 MPH 200' (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN SgryTREETS 25 MPH OR LCSS 100' (2) (��7EI 3PCMMODATE TIC��A�iBE ADJUSTED BBPRE OAPEb INN URBAON AREAS TO FIT ROADWAY CONDITIONS - CA 48" ROAD WORK HEYD W20-1 MINIMUM MINIMUM SHOULDER TAPER LENGTH = L13 (FEET) SHOULDER POSTED SPEED (MPH) WIDTH — (feet) 25 30 35 40 45 50 55 60 1 65 1 70 8' 40 40 60 90 - -- _ 10' 40 50 90 90 - - _ USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' x x 48" SHOULDER WORK W21— 5 48 NOTES 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). 2. ALL SIGNS ARE BLACK ON ORANGE. CHANNELIZATION DEVICE SPACING feet] MPH TAPER TANGENT 35/40 30 60 25 30 24 40 T L /3 BUFFER DATA) LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 1 570 645 L730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. > 22,00014s. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED z � z 0 T 4 WORK AREA R f 50' 3 LEGEND k1 TEMPORARY SIGN LOCATION CHANNELIZING DEVICES T.• i��`-7 PROTECTIVE VEHICLE SHOULDER CLOSURE - LOW SPEED REG.NO. STATE FED.AID PROJ, NO. j 0 'NASH pE5iCNEp 8Y: MCC.D PA1T 1 9 23 DRAFTED BY: BRUCE P PATE RSON 1 5 23 13DP CHECKED BY: PROJECT N0. 18020980 HSIP—OOOS(627) :ONTRACT NO DATE 1 DATE REVISION BY (40 MPH OR LESS) NOT TO SCALE 40,s5ON E 06 A JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 6/8/2023 '!;4S'FIINCO APPROVAL DATE • Know what's below. Call before you dig. ROAD DEPARTURE REDUCTION PROJECT COUNTY PROJECT NO. 18020980 JEFFERSON COUNTY, WASHINGTON TEMPORARY TRAFFIC CONTROL 1 TC1 33 W 37 MINIMUM SHOULDER TAPER LENGTH = L/3 (FEET) ISHOULDER _ POSTED SPEED MPH) _ WIDTH - - - — (feet) 25 30 35 40 45 50 55 60 65 70 8 - - - 120 130 150 160 170 190 10' - - - - 150 170 190 200 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN B'- SIGN SPACING = X (1) FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500, RURAL HIGHWAYS 60 / 65 MPH 800' RURAL ROADS 45 / 55 MPH 500' (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35�45 30 60 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (Feet) 155 200 250 305 360 425 495 570 645 LL TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT %g00 TO 22.000 Ibs. > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74 100' 150' ® ® ® WORK AREA ®� e- _ X _ x L 13 — H R Loo N 8" ROAD WORK IHEA(- 48" , W20-1 SHOULDE WORK W21— 5 W In m NOTES SHOULDER 1. NO ENCROACHMENT IN TRAVELED LANE. IF ENCROACHMENT IS CLOSED NECESSARY, LANE SHALL BE CLOSED. 48" 2. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT) D.C. W20— 301 3. ALL SIGNS ARE BLACK ON ORANGE, SHOULDER CLOSURE - HIGH SPEED (45 MPH OR MORE) NOT TO SCALE LEGEND KJ TEMPORARY SIGN LOCATION TRAFFIC SAFETY DRUM TRANSPORTABLE ATTENUATOR y 'ry at -$st)\ k JEFFERSON COUNTY _ DEPARTMENT OF PUBLIC WORKS fish ONAL 6/8/2023 ,rkSFiING-CVt� JEFFERSUY ZOIJRTY ENGINEER APPROVAL DATE 4 Know wheys below. Cell before you dig. ROAD DEPARTURE REDUCTION PROJECT COUNTY PROJECT NO. 18020980 JEFFERSON COUNTY, WASHINGTON TEMPORARY TRAFFIC CONTROL 2 BUFFER DATA LONGITUDINAL BUFFER SPACE = B _ SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 495 570 645 - TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R TRANSPORTABLE ATTENUATOR 30 FEET MIN. MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM TO WEIGHT SHALL BE IN ACCORDANCE WITH THE 100 FEET MAX. MANUFACTURERS RECOMMENDATION, PROTECTIVE VEHICLE MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD THE WORK AREA. NO SPECIFIED DI STANCE REQUIRED 48" 48" ONE LANE . ROAD AHEAD 48 48" 48" W20-4 W, W20-7A ROAD BE WORK PREPARED AHEAD TO STOP 48" 48 W20-1 W20-78 W20-7B (OPTIONAL IF 40 MPH OR LESS) LEGEND 04 FLAGGING STATION b TEMPORARY SIGN LOCATION Q CHANNELIZING DEVICES 1.__ lr PROTECTIVE VEHICLE SIGN SPACING = X (1) RURAL HIGHWAYS 60 65 MPH SOW RURAL ROADS 45 55 MPH 500' RURAL ROADS d& URBAN ARTERfALS 35 / 40 MPH 350' RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH 200' (2) RESIDENTIAL & BUSINESS DISTRICTS_ URBAN STREETS 25 MPH OR LESS 1.00'(2) (1) ALL SPACING MAY BE ADJUSTED O ACCOMMODATE INTERSECTIONS AND ND DRIVEWAYS. (2) THIS SPACING MAY BE EDUCED IN URBAN AREAS TO FIT ROADWAY ONDI IONS. 50' TO 300' 50, TO 100, 6 DEVICE MIN, 'a 3 50' TO 100' 6 DEVICE W20-7B (OPTIONAL IF 40 MPH OR LESS) 48° 48" BE ROAD PREPARED WORK TO STOP AHEAD 48" . W20-7B ONE LAN W20-1 ROAD AHEAD -4 4$" W20-7A W20-4 \:y48" 48.k W20-7ABE PREPARED W20.7B (OPTIONAL IF O STOP 40 MPH OR LESS) T 48" \/48. )NE LANW20-713 ONE -LANE, TWO—WAY TRAFFIC CONTROL WITH FLAGGERS AN I&LIZATION DEVICE SPACING (FEET) _ MPH TAPER TANGENT 50 _65 10 TO 20 80 35 45 10 TO 20 _ 60 25/30 10 TO 20 40 1. ALL SIGNS ARE BLACK ON ORANGE 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS, SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS, 4, SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. "Yc ' .,0N 91 .0 JEFFERSON COUNTY T 34444 O DEPARTMENT OF PUBLIC WORKS GIST �SS'ONA'L 6/8/2023 ,r-Isfll Nits�C� JEFFERSON WN ENGINEER APPROVAL DATE 4;. Know. what's b@IOW. Call before you dig. LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 45 50 55 60 65 LENGTH (feet) 360 425 495 570 645 SIGN SPACING = X (1) _ STOP CONDITION SLQW CONDITION T ,_ 1 ION ld, STO_.P RURAL HIGHWAYS 60-65 MPH BOO,+/- SCUD RED RURAL ROADS 45-55 MPH 500'+/-Is" 12" LENS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE ILLUMINATED INTERCHANGE RAMPS, AT1iRADE INTERSECTIONS AND DRIVEWAYS. FLASHING YELLOW SOLID YELLOW 12" LENS 12" LENS DULL BLACK ILLUMINATED ILLUMINATED FOR INAt eACKPtAIr= 5-6 SECONDS AFAD RED/YELLOW LENS DETAIL MAXIMUM CH GATE ARM SHALL BE FULLY RETROREFLECTIVE ON BOTH SIDES WITH ALTERNATING REDNVHITE SHEETING 16" 2" MIN T I`-� I 78" MIN (SEE NOTE 8) AFAD GATE ARM DETAIL ANNG (fee) 1000' +l- MAX 8 UP TO 2 DRIVEWAY. BUSINESS ACCESS, AND/OR INTERSECTING DEVICE SPACING (feet} 1��MPH TAPER TANGENT w (OTHERWISE, USE PILOT CAR OPERATION) 50-65 10 to 20 80 LU 45 10 to 20 60 - U �> FOR DRIVEWAY BUSINE o W 55 ACCESS, p AND INTERSECTING ROADWAY DETAILS -one SEE TC330, SHEET 2. CA - — WORK PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R NO SPECIFIED DISTANCE REQUIRED. STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW. STATIONARY TRANSPORTABLE ATTENUATOR (MAY BE ATTACHED TO AFAR) ROLL AHEAD DISTANCE = R 24 HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT j;REIP' STOP LESS THAN 22,000 Ibs. 22,000+ Ibs. 36" k� �.. 45-55 MPH 60+ MPH .45-55 MPH 60+ MPH RED 123' 172' 100' 150' R10.6L (B/W) or R10.6A (B/WW) Ir N W Fw _U w CI z +0 V) Ln _R_1 -B • 48" 48" d8" 48" AUTWATEO PREPARED ONE LANE Ti0A0 FLhccrta AIIEAO rQ srar ROAD RREAEI wool( ArtEA' 48'• 48" 16" R 4B'• W20.7C W20-7B W20-4 W20-1 x 1— x __ x _ x Do 01 01 �— (OPFIONAL) °q AREA - a SEE NOTES 4 & 5 1300— k { �— (OPTIONAL) —� A p H ON — was X F�y X X X 50'- 304' IB" 48" 4R" 48" 24" NOTE: ROAD GHC I.AfIE . SF AUT4%4ATCD STOP �_ WORK PREPARED A 1. AVOID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY FOLLOWING ROAD I'LAGGr RED 36" HORIZONTAL & VERTICAL CURVES BY ADJUSTING LONGITUDINAL BUFFER SPACE_ AHF.hO AH£AU FU STOP AIK 0 48" 4B" 48"' 48" R46L (BAN) )>9 Ifj 2UPGRADELONGITUDINAL PROTECTVEBUFFER VEHIC ESPACE TOSAREDUCED TRANSPORTTABLE ATTE UATOR.LISTED IN TABLE, W20-1 W20-4 W20-78 W20-7C or x x 24 -� x x 3. 36" TRAFFIC CONES, 42" TALL CHANNELIZATION DEVICES, OR TRAFFIC SAFETY DRUMS OK. STOP 1� 30" i8 4B w �4& 24 4. BICYCLISTS MAY BE COMBINED WITH ALTERNATING VEHICULAR TRAFFIC, BIKES TO RED CLEAR PRIOR TO FLAGGERS RELEASING ONCOMING TRAFFIC. R1a6A (EIMEDT *48" 48" 4B" 4a" ��ti��;) 5. ACCOMEDIATE PEDESTRIANS VIA SHUTTLE THROUGH LANE CLOSURE, USING THE PAVED (MAY BE ATTACHED TO AFAD) W20.1 W204 W20-7B W20-7A A00116 SHOULDER OPPOSITE THE WORK AREA, OR ANOTHER METHOD THE ENGINEER ACCEPTS. \: "; 6. SEE STANDARD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS: FLAGGER ALTERNATIVE �� 11-07.91) HIGH41SISILITY APPAREL wz1GGE ( PAz, eio 1-10.3 1 A FLAGGERS AND NIGHTTIME ILLUMINATION FLAGGER MAY REPLACE AFAD FLAGGER PADDLE 1.10,3 2�A TRAFFIC CONTROL PROCEDURES EXISTING Yi' ;fi:G y;:_. 9.35.1 24-INCH STOP/SLOW PADDLE SIZE OPEN TO 7. FOR PROJECT -SPECIFIC REQUIREMENTS, SEE SPECIAL PROVISIONS. WORK AREA —'--LANE LTERNATINii TRAFFI B. AFAD GATE ARM SHALL REACH HALFWAY ACROSS LANE BEING CONTROLLED ON RED LEGEND: SEE NOTE 3 LENS DISPLAY & ASCEND TO AN UPRIGHT POSITION ON FLASHING YELLOW LENS DISPLAY GATE ARM SHALL NOT DESCEND UNTIL AFTER RED LENS DISPLAYED, I4 TEMPORARY SIGN LOCATION 9. FLAGGERS SHALL BE TRAINED 1N OPERA'FiON OF AFAD, FLAGGER SHALL BE POSITIONED 4 28" REFLECTIVE TRAFFIC CONE (SEE NOTE 3) — - - 4 _ TO SEE BOTH AFAD AND APPROACHING TRAFFIC (DIGITAL ALTERNATIVES ARE ACCEPTABLE). LEAVING AFAD UNATTENDED PROHIBITED OPTIONAL CHANNELIZATION DEVICE �10. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED. A -A PROTECTIVE VEHICLE (SEE NOTE 2) SECTION 11. ACTUAL CENTERLINE PAVEMENT MARKINGS MAY VARY. FLAGGER ALTERNATING 1-LANE, 2-WAY TRAFFIC: AFAD-CONTROLLED � +Al1 AUTOMATED FLAGGER ASSISTANCE DEVICE (SEE NOTES B & 9) (45+ MPH HIGHWAYS) FILE NAME C:IUsoralLlntzFWnaDr[va-Washingwn State DcgarvnOrHofTralHGtlRltlknlDesklnnfWnrk 2ono rra6Iink.w4c1ee,r..rn..r. NOT TO SCALE REGA0.1 STATE FED.AID ' 4,�S,ON rC3{r ROAD DEPARTURE REDUCTION PROJE rk� ] BY: BRUCE 0 PATt RSON 15 23 P 10 WASf i PROJ. N0. JEFFERSON COUNTY BY: 9RU.CEPATT R II 5 3 GP 9 34444 2� DEPARTMENT OF PUBLIC WORKS COUNTY PROJECT NO, 18020980 I BY: PROJECT 1180209 ONO. HSIP-0005(627) $`s FGIsTE� ty� �� # JEFFERSON COUNTY, WASHINGTON :ONTRACT NO NAL�N 6/8/2023 �Sy1NCt�0 TEMPORARY TRAFFIC CONTROL 4 DATE DATE REVISION BY JEFFERSON ENGINEER APPROVAL DATE nv LC ; 12. FOR LEGEND, TABLES, AND ADDITIONAL NOTES: SEE TC330, SHEET 1. 13- WORK MAY OCCUR ACROSS INTERSECTING ROADWAY APPROACH BY HOLDING ACCESS TRAFFIC UP TO 5 MINUTES AND RESTRICTING TURNS FROM MAINLINE. CHANNELI7ATION DEVICES DELINEATING APPROACH MAY BE REMOVED. 14. SINGLE FLAGGER MAY BE ADDED TO THE INTERSECTING ROADWAY APPROACH TO HELP GUIDE ALTERNATING TRAFFIC THROUGH INTERSECTION, 15.WORK MAY OCCUR ACROSS DRIVEWAY OR ACCESS APPROACH BY HOLDING ACCESS TRAFFIC UP TO 5 MINUTES AND RESTRICTING TURNS FROM MAINLINE. CHANNELIZATION DEVICES DELINEATING ACCESS MAY BE REMOVED. 16. PAVEMENT MARKINGS MAY VARY. X b X rk5rt1641CARh4s6 tHtil0l„t+l1tlyM! X X 75 MIN 36" MIN 3$"MIN "MINfS0 36 6- MIN'MIN 35" MIN W20-1 W20-4 W20.78 W20.7A (OPTIONAL IF 5�0 40 MPH OR LESS) W21-1SIGN SEQUENCE A FLAG E ( PA LE FLAGGER PADDLE 46"x4a" signs required on 45+ mph roadways II a ---OSS INTERSECTION f a 3 a Q X C7 Lu Z H J� USE SIGN SEQUENCE A z USE SIGN SEQUENCE A i �f I o it 0 z z I= X w rn F ■ z 5- DEVICE SPACING V�IC)i;iC =o ° * WORK Af2t +�, nr�¢ AREA � I a SEE NOTE 13 4 (OPTIONAL) SEE NOTE 14—� UNSIGNALIZED INTERSECTING _ROADWAY_ DETAIL SAME SIDE AS LANE CLOSURE (TWO OPEN LANES) } 0 USE SIGN SEQUENCE A I pa rr a C7 X z F U w I � u1 50'TAPER' ° z q 6+ DEVICES .0 WORK AREA 10' MIN, �o. za � a SEE p a NOTE 13 a (OPTIONAL) SEE NOTE 14 WORK AREA p A a 1 aLU i W V Raf a 00 � ISPACINO1 WORK tI 0- AREA p, a P :d 70, a SEE NOTE WORK AREA DRIVEWAY OR BUSINESS ACCESS DETAIL SAME SIDE AS LANE CLOSURE UNSlGNALIZED INTERSECTING ROADWAY DETAIL UNSIGNALIZED INTERSECTING ROADWAY DETAIL DRIVEWAY OR BUSINESS ACCESS DETAIL CLOSURE SAME_ OPPOSITE OF LANE SIDE AS LANE CLOSURE (SINGLE OPEN LANE) _ OPPOSITE O_ F LANE CLOSURE ALTERNATING 1-LANE, 2-WAY TRAFFIC: AFAD-CONTROLLED (45+ MPH HIGHWAYS) k{*SON S i e. 6/8/2023 s11IN00� JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS Know what's below. Cell before you dig. ENGINEER APPROVAL DATE