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HomeMy WebLinkAbout100421ca02Department of Public Works Consent Agenda Page 1 of 1 Jefferson County Board of Commissioners Agenda Request To: Board of Commissioners Mark McCauley, Interim County Administrator From: Monte Reinders, Public Works Director/County Engineer Agenda Date: October 4, 2021 Subject: Approval of Contract Plans and Call for Bids, SR 116 and Cedar Ave. Pedestrian/Bike Improvements Project, Project No. 1802057, Co. Rd. No. 637109 WSDOT Project No. HLP-SR19(006) Statement of Issue: In accordance with RCW 36.77.010, the Board is asked to approve the Contract Plans for the SR 116 and Cedar Ave. Pedestrian/Bike Improvement project, County Project No. 1802057. The Board is also asked to approve the Call for Bids. Analysis/Strategic Goals/Pro's Et Cons: This project is included in the 2021-2026 Transportation Improvement Program and Annual Construction Program as Item No. 3. This project will be advertised for a period of two (2) weeks. Execution of the Call for Bids will allow for the advertisement of this project for construction. Fiscal Impact/Cost Benefit Analysis: The Engineer's Estimate is $526,130.47. This project is fully funded by a WSDOT Safe Routes to School Program grant. Recommendation: Public Works requests that the Board sign the title page of the Contract Plans and authorize the chair to sign the one (1) original Call for Bids where indicated, and return both to Public Works (attn. John Wayand). Department Contact: John Wayand, Project Manager, 385-9377 Reviewed By: Mark McCauley nterim County AdministAtor 6atef NOTICE TO CONTRACTORS CALL FOR BIDS SR 116 and Cedar Avenue Pedestrian/Bike Improvements County Project No. 1802057 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 10:00 a.m. on October 25, 2021 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 SR 116 and Cedar Avenue Pedestrian/Bike Improvement, County Project No. 1802057. Sealed bids will be opened and read publicly at 10:30 a.m., or shortly thereafter, on the same day in the Jefferson County Commissioners Chambers, basement level of the Jefferson County Courthouse. This contract provides for the improvement of Cedar Avenue, M.P. 0.03 to M.P. 0.42 by construction of concrete sidewalk, curb & gutter, ADA curb ramps, crosswalks, bicycle lanes, pedestrian lighting, stormwater facilities, and a bus pullout; a Multi -use Path with pedestrian lighting from Cedar Avenue to the Chimacum Creek Primary School; a concrete sidewalk from Cedar Avenue to the Jefferson County Library; and installation of two Rectangular Rapid Flashing Beacons on SR 116 at the Chimacum Creek Primary School entrance, and other work, in Jefferson County near Port Hadlock, Washington, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. The Engineers Estimate is $526,130.47. Bids shall be submitted in accordance with the plans and specifications on file at the Department of Public Works, 623 Sheridan Street, Port Townsend, Washington, where copies may be obtained by prospective bidders. Printed copies and/or electronic copies may also be obtained by emailing pubworks(a_co.lefferson.wa.us or by calling (360) 385-9160. Each bid shall be accompanied by a surety bond, postal money order, cash, cashiers 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 calendar (10) 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 will affirmatively ensure that 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 day of 2021. BOARD OF JEFFERSON COUNTY COMMISSIONERS Chair e/) 5 1 4 H Stra ngers LakeO snrlcs y� 7 s� 9 TOWNSEND � o L S 33 D cv19C R 10 0; Ix RO PEOR- 17 GLEN COVE PORT TOWNSEND BAY Q 19 20 21 Old Fart Townsend n Slate Park v! 20 28 27 KALA POINT per■ 33 34 35 BEGIN PROJEC " F°�MR M . P . 0.42 Port Discovery Bay T 3D N T 29 R D r RD PORT HADLOCK s �' 3 r' 1 1 p� 2 1 � rf END PROJECT M.P. 0.03 8 9 hereon 10 1 12 SR 116 M.P. 0.213 HIM C M /TO SR 101 3 MILES o ,G � O 344 �7JJ firs GAS E�E� JEFFER C t1T1TNGINEER AL DESIGNED BY: J. WAYAND 6 10 2021 DRAFTED BY: J. WAYAND 6 10 2021 CHECKED BY: E. KUZMA 6 10 2021 PRW. ENGR.: J. WAYAND DATE REVISION DATE BY CONTRACT PANS SAFE ROUTES TO SCHOOL_ PROGRAM WSDOT PROJECT NO. HLP-SR 1 9(006) SR 116 AND CEDAR AVE. PEDESTRIAN BIKE IMPROVEMENTS CEDAR AVE. M.P. 0.03 TO CEDAR AVE. M.P. 0.42 COUNTY ROAD NUMBER 637109 COUNTY ROAD PROJECT 1802057 PORT HAD LOC K, WASH N GTO N JEFFERSON COUNTY MONTE RENDERS, PE, dErFERSON NUINITY ENGINEER A ROYAL DATE CHAIR APPROVAL DATE JEFFERSON COUNTY BOARD OF COUNTY COMMISSIONERS INDEX SHEET NO. PLAN REFERENCE NO. TITLE 1 G1 TITLE SHEET 2 G2 SUMMARY OF QUANTITIES 3,4 TS1,TS2 TYPICAL SECTIONS 5-11 CD1—CD7 DEMOLITION AND TESC PLANS 12 G3 NOTES AND LEGEND 13-24 PP1—PP12 PLAN AND PROFILE SHEETS 25 DT1 ROADWAY DETAILS 26-27 DT2—DT3 STORMWATER DETAILS 28-38 CH1—CH11 CHANNELIZATION AND SIGNING PLANS 39-42 TC1—TC4 TRAFFIC CONTROL PLANS k �,so N r•�}� JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS `��•S�Y1 Ncr�`��' SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PRWECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. TITLE SHEET room quo Know what's betOVJ. Call before you dig. G1 SHIM 1 OF 42 SHI1s BID ITEM 6 STD. ITEM# DEVRPTIDN GROUP 1 OUAI4TRTY GROUP 2 QUANTITY TOTAL QUANTITY UNIT OF MEASURE PREPARATION I owl MOBILIZATION 54% 50% 1 L.S. 2 0025 CLEARING AND GARBING 0,42 0.15 0.57 ACRE 3 0050 REMOVAL OF STRUCTURE AND OBSTRUCTION 55% 45% i L.S. 4 0215 REMOVING Y19CELLAHfd1S TRAFFIC ITEM 100% 0% I LS GRADING 5 03TO ROADWAY EXCAVATION INCL HAUL 250 135 385 C.Y. 6 0332 PAVBIERT REPAIR EXCAVATION INCL. HAUL 158 D 15d SY, 7 D470 EMPANKYENI COMPACTION 120 24 144 C.Y. DRAINAGE 8 1046 CONCRETE INLET 2 0 2 EACH 9 3767 PVC SANITARY MR PIPE 8 IN. DIAL. 45 0 45 LT. 10 ---- ADA CRATE 2 0 2 EACH 11 7017 GRAVE BAMU FOR POPE ZONE BEiIWNG 5 0 6 C.Y. 12 ---- INFILTRATION TRENCH DRAINAGE ROCK 75 0 75 C.Y. SURFACING 13 5100 CROSFED SURFACING BASE COURSE 298 202 500 TON 14 5120 CRUSHER SURFACING TOP MUM D 105 105 TON HOT MIX ASPHALT 15 5739 HMA FOR PAVEMENT REPAIR CL I IN, PG 58H-22 (COMMERCIAL HMA) 134 D 134 TON 16 5875 COMMERCIAL HMA 0 82 82 TON 17 5837 ASPHALT COST PRICE ADJUSTMENT 50% so% 1 CALC. 18 6510 SOIL RESIDUAL HERJ3 = 1290 710 2000 S.Y. EROSION CONTROL AND ROADSIDE PLANTING 19 5471 INLET PROTECTION 4 2 6 EACH 20 6490 EROSIDN/W'ATER POLIUDOH CONTROL 50% 50% 1DD% EST, 21 0414 SEEFNG. FFRULFDHG AND MULCHING D.15 0.05 0.20 ACRE 22 6407 TOPSOIL TYPE A 34 Is 50 C.Y. 23 8485 COARSE COMPOST 40 0 40 C.Y. 24 ---- B IOWRNTION TREATMENT SOIL MIX 70 0 70 C.Y. 25 6630 HIM HSIBIUTY FENCE 0 360 360 L.F. 26 B635 HIM NSIBIUTY SLT FENCE 1274 558 100 LF, THA.FRC 27 6700 CEMENT 00NC. TRAFFIC CURB AND GUTTER 1570 0 1570 LF, 28 67D7 CEMENT OONC. PEDESTRIAN CURB 230 0 230 LF. 29 6606 PANT UNE 575D 0 5750 LF. 30 6857 PANTED CROSSWALK LINE It40 0 1140 SF. 31 6859 MPG STOP LINE Z5 D 25 LF. 32 6890 PERMANENT SaGINING ss% 42% 1 LS 33 6695 TEMPORARY PAYNEINT MARKING - SHORT DURATION 2000 0 2000 I-R 34 6973 OTHER TEMPORARY TRAFFIC CONTROL 50% 50% I Ls. 35 6980 RAGM 720 240 960 HR. 36 6974 TRAFFIC CONTROL SUPERVISOR 330 330 660 HR. 37 6982 CONSTRUCTION SIGHS CLASS A 114 168 222 SF. BID ITEM HI STD. ITEM# DESCRIPTION GROUP I QUANTITY GROUP 2 OUANtIIY TOTAL QUANTITY UNIT OF MEASURE OTHER ITEMS 3B 70D6 STRUCTURE EXCAVATION CLASS B OLICl. HAUL 339 1 340 C.Y. 39 3100 ADJUST CATCH BASIN (DRY WELL) 2 0 2 EACH 40 7027 03I ERCAL ATE 2 0 2 C.Y. 41 7030 ST. REINE BAR 45 0 45 LB. 42 7D41 BOLLARD TYPE 1 0 3 3 EACHH 43 7055 C9NENT CONC. SIDEWALK 970 0 970 &Y. 40 7m CEMENT COHC. DRIVEWAY ENTRANCE TYPE 1 $70 0 170 S.Y. 45 7059 CEMENT CONC. CURB RAMP TYPE COMBINATION 2 0 2 EACH 46 705E CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A 5 0 5 EACH 47 7056 CEMENT CONC, CURB RAMP TYPE PARALLEL B 2 1 3 EACH 48 1054 DETECTABLE WARNING WACE 297 53 350 S.F. 49 ---- TEMPORARY CHAIN IJNK MCE 0 245 245 LF, 5O 7460 ROADSIDE CLEANUP 50% 50% 1001 EST. s1 7736 sPcc PLAN 50% 5D% I LS. LIMITS OF TAX GROUPS GROUP 1: WORK PERFORMED ON CITY, COUNTY OR FEDERALLY OWNED LAND PER WSDOT SPECIAL PROVISION SECTION 1-07.2(1). THIS INCLUDES ALL WORK ON CEDAR AVENUE AND THE LIBRARY SOUTH SIDEWALK. GROUP 2: WORK PERFORMED ON STATE OWNED OR PRIVATE LAND PER SPECIAL PROVISION SECTION 1-07.2(2). THIS INCLUDES ALL WORK ON THE MULTI —USE PATH, THE PATH BYPASS, AND THE RECTANGULAR RAPID FLASHING BEACONS ON SR 116. -0 ON c SR 116 AND CEDAR AVENUE DESIGNED BY: J. WAYAND 6 ,D 2oz, = ��'��` "� PEDESTRIAN/BIKE IMPROVEMENTS G2 DRAFTED BY: J. wnYAND 6 10 2021 �, ��+Gq �� JEFFERSON COUNTY ROAD PROJECT 1802057 CHECKED BY: E. KUZMA 6 10 2021 (� (? PROJ. ENGR.: J. WAYAND EN • DEPARTMENT OF PUBLIC WORKS COUNTY ROAD NO. 637109 air �OnlAti 4 w JEFFERSON COUNTY WASH. 2 OF SUMMARY OF QUANTITIES H42 E DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER AP Ak� f]A sFlTNL `�s CEDAR R/W AVE.ji 5'ASELINE VE. BASELINE ROADWAY SECTION KEY NOTES: 15' Oi 0.17' COMMERCIAL HMA (PATH) I 11' 5' 6' 2.5' TRAVEL LANE BIKE LANE SIDEWALK O 0.25' HMA FOR PAVEMENT REPAIR CL. j IN. 0.5' PG 581-1-22 (COMMERCIAL HMA) 6 —1.5% 3'1 O 0.25' CRUSHED SURFACING BASE COURSE (CSBC) — — — — *VARIES — — — — * 11 12 4 0.33' CRUSHED SURFACING BASE COURSE (CSBC) ' O 0.33' CEMENT CONCRETE SIDEWALK PER WSDOT ---------------- I STD PLAN F-30.10-04. *MATCH EXISTING CROSS SLOPE O6 2 3 CEMENT CONCRETE TRAFFIC CURB & GUTTER PER i6 5 4 WSDOT STD PLAN F-10.12-04 TYPICAL ROADWAY SECTION A °° EXISTING UTILITIES, O CEMENT CONCRETE PEDESTRIAN CURB FIBER OPTIC, CEDAR 10+17.00 to CEDAR 21+77.81 POWER, PER WSDOT STD. PLAN F-10.12-04 NTS 0000COMMUNICATIONS, LIGHTING) O6 EMBANKMENT COMPACTION CEDAR AVE. CONSTRUCTION VERIFY LOCATION RAW 30, BASELINE Os STORMWATER INFILTRATION TRENCH, SEE DETAIL s 11' 15 5' 4' 6' 4' I� 10 STORMWATER VEGETATED FILTER STRIP, SEE DETAIL s TRAVEL LANE BIKE LANE VEG. STRIP SIDEWALK IOf 11 SEEDING, FERTILIZING, AND MULCHING 1' NOTE: STORMWATER VEGETATED FILTER STRIP 12 0.17 TOPSOIL TYPE A — — — — — —VARIES N -2.0% -1.5% 3' BEGINS AT 21+61.63 , — — — — — — — — — - - 11 12 13 1.5 BIORETENTION TREATMENT SOIL MIX 0.25' COARSE COMPOST —J NOTE NO SAWCUT FROM 21+61.63 10 s 5 4 16 6 15 0.17' CRUSHED SURFACING TOP COURSE TO 21 +95.81, SEE PLAN. TYPICAL ROADWAY SECTION B �� EXISTING UTILITIES, 1s SOIL RESIDUAL HERBICIDE CEDAR 21+77.81 to CEDAR 25+84.02 (LIGHTING, FIBER OPTIC) NOTE: CONSTRUCT BIORETENTION AREAS #3 VERIFY LOCATION NTS & #4 AROUND CEMENT CONCRETE AVE. CONSTRUCTION CEDAR AVE. CONSTRUCTION DRIVEWAY ENTRANCE AT STA. 28+66.04 CEDARBASELINE R� 30, BASELINE R�W 30' (MULTI —USE PATH CENTERLINE), SEE PLAN. 15' 15' I 11' 5' 5.5' 8' I 11' 5' 8' 5.5' TRAVEL LANE BIKE LANE SIDEWALK TRAVEL LANE BIKE LANE BUS LANE SIDEWALK 1' 0.5' 0.5' SAWCUT VARIES I s 7 FROM 1 TO 6.98 6 -1.5% BIORETENTION AREA SEE PLAN -1.5% 11 12 *VARIES Q 3 11 12 — -----*VARIES------r 3 — — — — — — — — — — — — — -----------------J*MATCH EXISTING CROSS SLOPE2 3 3 1616 5 4 14 13 EXISTING UTILITIES, **INLCUDES LIBRARY ENTRANCE TYPICAL ROADWAY SECTION C EXISTING UTILITIES, TYPICAL ROADWAY SECTION D (POWER, FIBER OPTIC, NORTH CURB RETURN TO STA. CEDAR 25+84.02 to CEDAR 28+30.79 (LIGHTING, FIBER OPTIC) CEDAR 28+30.79 to CEDAR 29+39.75** COMM.)VERIFY LOCATION 29+39.75, 26.76' RT. NTS VERIFY LOCATION NTS DESIGNED BY: J. WAYAND 6 10 2021 ¢SON Co SR 116 AND CEDAR AVENUE DRAFTED BY: J. WAYAND s 10 2021 41� G1-1 PEDESTRIAN/BIKE IMPROVEMENTS TS1 CHECKED BY: E. KUZMA 6 10 2021 � ,. _ JEFFERSON COUNTY COUNTY ROAD PROJECT 1802057 PROD. ENGR.: J. WAYAND , ' DEPARTMENT OF PUBLIC WORKS COUNTY ROAD NO. 637109 se¢r JEFFERSON COUNTY, WASH. 3 OF DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE 9SFI�INCl-'-o TYPICAL SECTIONS sums 10' TRANSITION NATIVE BUFFER ZONE _ , ZONE, _ 2' PROTECT FROM CONSTRUCTION ACTIVITIES CONSTRUCTION CENTERLINE 10' MULTI —USE PATH —1.5% 15 8 4 i6 1 15 4 NATIVE BUFFER ZONE AND TRANSITION ZONE STA. 30+55 LT. TO 35+68 LT. TYPICAL MULTI -USE PATH SECTION E PATH 30+16.00 to PATH 31+30.00 PATH 33+50.00 to PATH 35+96.73 NTS 10' TRANSITION COCENTERLIN ON NATIVE BUFFER ZONE ZONE 2' 10' PROTECT FROM SHLDR MULTI —USE PATH CONSTRUCTION ACTIVITIES —1.5% TYPICAL MULTI -USE PATH SECTION F PATH 31+30.00 to PATH 33+50.00 NTS PATH BYPASS CONSTRUCTION CENTERLINE TYPICAL PATH BYPASS SECTION G BYPASS 10+10.00 to BYPASS 10+70.18 NTS i 2' LDR 2' SOUTH LIBRARY SIDEWALK CONSTRUCTION BASELINE 0.5' 5.5' .5' SIDEWALK 7_0 6 U * N LIBRARY ENTRANCE * *VARIES *MATCH EXISTING CROSS SLOPE ** PEDESTRIAN CURB ENDS PT10+70.80, 7.01T. LIBRARY 10+14.80 to LIBRARY 10+92.65 TYPICAL SECTION H SOUTH LIBRARY SIDEWALK SOUTH LIBRARY SIDEWALK CONSTRUCTION BASELINE 5.5' SIDEWALK 1.5' LANDSCAPED —1.5% — — ISLAND "INCLUDES SINGLE DIRECTION CURB RAMP AND LANDING NEAR 8 4 5 i6 LIBRARY BUILDING LIBRARY 10+92.65 to LIBRARY 11+29.62 TYPICAL SECTION SOUTH LIBRARY SIDEWALK LIBRARY 10+14.80 to LIBRARY 11+29.62" NTS ROADWAY SECTION KEY NOTES: O 0.17' COMMERCIAL HMA (PATH) 0 0.25' HMA FOR PAVEMENT REPAIR CL. I IN. PG 58H-22 (COMMERCIAL HMA) 0 0.25' CRUSHED SURFACING BASE COURSE (CSBC) 0 0.33' CRUSHED SURFACING BASE COURSE (CSBC) 0 0.33' CEMENT CONCRETE SIDEWALK PER WSDOT STD PLAN F-30.10-04. Os CEMENT CONCRETE TRAFFIC CURB & GUTTER PER WSDOT STD PLAN F-10.12-04 O CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD. PLAN F-10.12-04 O EMBANKMENT COMPACTION O STORMWATER INFILTRATION TRENCH, SEE DETAIL 6 1D STORMWATER VEGETATED FILTER STRIP, SEE DETAIL s 11 SEEDING, FERTILIZING, AND MULCHING 12 0.17' TOPSOIL TYPE A 13 1.5' BIORETENTION TREATMENT SOIL MIX 14 0.25' COARSE COMPOST 15 0.17' CRUSHED SURFACING TOP COURSE 1s SOIL RESIDUAL HERBICIDE ¢SON Co SR 116 AND CEDAR AVENUE DESIGNED BY: J. WAYAND 6 10 2021 G�� PEDESTRIAN/BIKE IMPROVEMENTS TS2 DRAFTED BY: J. WAYAND s 10 2021 w�� ,. JEFFERSON COUNTY COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 CHECKED BY: E. KUZMA 6 10 2021 PROD. ENGR.: J. WAYAND _ , ' DEPARTMENT OF PUBLIC WORKS JEFFERSON COUNTY, WASH. se¢r 4 DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE IN Cl-'-o TYPICAL SECTIONS OF 42 sums 0 30' �I 30' D CL W� C)co \ l _ ISTO BAD_ T —-- T-- T---T — D I 0 O 3 I + 1 2 3 AP STA.13+09.04 MAILBOX "" T-- T T -- LINE STRIPE CEDAR AVE. CONSTRUCTION BASELINE (INSIDE EDGE OF GUTTER) rndH❑ d iI dHII dH dH� H d dH❑ d dH❑ F-F-F-F- -F-F-F F /� F- F F-F-F-- SET SPIKE NAIL CD c N 384398.36 O _ . _ . _ . E 1 166276.35 � G \�\ I z �Q o WAI'fER VALV- TO BE FLEV.=121.55 0 AD�IUSTED TO GRADE BYOTHERS. I DESIGNED BY: J. WAYAND 6 10 2021 DRAFTED BY: J. WAYAND 6 10 2021 CHECKED BY: E. KUZMA 6 10 2021 PROD. ENGR.: J. WAYAND DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE T T FOG LINE STRIPE LEGEND — —SAWCUT LINE CUT/FILL CATCHLINE D CLEARING AND GRUBBING 7 —HVS— HIGH VISIBILITY SILT FENCE L —HVF— HIGH VISIBILITY FENCE ASPHALT REMOVAL CONCRETE REMOVAL Ti L] DEMOLITION NOTES (-'-f)iO1 SAWCUT ASPHALT OR CONCRETE D PAVEMENT. '02 REMOVE EXISTING ASPHALT WEDGE O CURB (SEE SPECIAL PROVISIONS). Z03 REMOVE EXISTING BITUMINOUS — — _ PAVEMENT. (SEE SPECIAL N PROVISIONS). + ® REMOVE EXISTING CONCRETE CA PAVEMENT. (SEE SPECIAL O (-Tl PROVISIONS). 5)REMOVE CONCRETE BUS SHELTER d fTl PAD. dH0 dH❑ fTl©REMOVE WOOD SPLIT RAIL FENCE —F-F-F-F-F- ACD AT NORTH AND SOUTH SIDES OF LIBRARY ENTRANCE PER PLAN. mO7 REMOVE & RELOCATE NEWSPAPER BOX PER PLAN. ®REMOVE 20" FIR TREE (SEE SPECIAL PROVISIONS). @ REMOVE ORNAMENTAL SHRUBBERY AROUND WOOD SPLIT RAIL FENCE AT NORTH SIDE OF LIBRARY ENTRANCE PER PLAN. D 10 REMOVE VEHICLE GATE. (SEE 0 SPECIAL PROVISIONS).. = 11 REMOVE PEDESTRIAN GATE. 1Q REMOVE CHAIN LINK FENCE. Z 13 REMOVE 4' WIDE PEDESTRIAN T T T - M GATE AND 10.5' OF FENCE UP TO VEHICLE GATE POST. 14 REMOVE CONCRETE CURB. N � D 15 REMOVE PLASTIC STOP BAR. TESC NOTES SO 1 '4914711W OZ 1.HIGH VISIBILITY SILT FENCE TO BE 3�8.47' INSTALLED PER STD. PLAN 1-30.17-01 AT FILL SLOPE FOG LINE STRIPE ASPHALT WEDGF SEGMENTS AT 0.5 INSIDE OF CURB + CLEARING AND GRUBBING LINE (TYP. CN CD GENERAL NOTES - W Ul1. PROP OSED IMPROVEMENTS ARE SHOWN ON THIS PLAN AS FINE � LINES FOR REFERENCE PURPOSES. dH❑ H❑ = SEE PLAN AND PROFILE SHEETS. F12.STATION AND OFFSETS ARE — —F— F- F- F-9 BASED ON THE CONSTRUCTION --j BASELINE. ct: 0ICLEARING AND GRUBBING: CEDAR AVE.: CLEAR TO 2' PAST -OR TO EXISTING N 00 fv FENCELINE, WHICHEVER IS CLOSER — TO CEDAR AVE. CENTERLINE(TYP.). MULTI -USE PATH: CLEAR TO 2 PAST CATCHLINE (TYP.). SR 116 AND CEDAR AVENUE wF�¢S°N Co PE ESTRIAN/BIKE IMPROVEMENTS 01 _ JEFFERSON COUNTY COUNTY ROAD PROJECT 1802057 CD1 SHEEr DEPARTMENT OF PUBLIC WORKS COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. s �o� CEDAR AVENUE DEMOLITION AND TESC PLAN 42 9SHING� STA. 10+00. TO STA. 14+96 slims 0 U W W 00 L0 Cn • NO T 0'50"lW o .06, cf) I .= T Q Q U ¢ U U O W O W T A T T T T T T 0 © /711 ow FOG LINE STRIPE `CONSTRUCTION BASELINE (INSIDE EDGE OF GUTTER) CATCH BASIN/DRYWELL STA. 18+95.24, 29.61 'LT. RIM ELEV-109.31 BOTTOM— 104.21 16" Ah T I CEDAR AVL - W I^ �A I00 00 T r� J cr2 RAR T T �M HMHM> 3 J AP STA-1 dH❑ dHEI dH❑ 6" PVC(E),Z� 106.96 °° EW V LEGEND — —SAWCUT LINE CUT/FILL CATCHLINE o D °G CLEARING AND GRUBBING i HIGH VISIBILITY SILT FENCE C7 —HVF— HIGH VISIBILITY FENCE ASPHALT REMOVAL CONCRETE REMOVAL — T F'9 DEMOLITION NOTES ()O1 SAWCUT ASPHALT OR CONCRETE PAVEMENT. --j --j REMOVE EXISTING ASPHALT WEDGE LINE o O CURB (SEE SPECIAL PROVISIONS). 80 1 Zg REMOVE EXISTING BITUMINOUS — _ PAVEMENT. (SEE SPECIAL 30 — PROVISIONS). WEDGE + ® REMOVE EXISTING CONCRETE PAVEMENT. (SEE SPECIAL Ul PROVISIONS). CT105 REMOVE CONCRETE BUS SHELTER HAD. dH❑ F-9@REMOVE WOOD SPLIT RAIL FENCE F9 AT NORTH AND SOUTH SIDES OF -- LIBRARY ENTRANCE PER PLAN. F07 REMOVE & RELOCATE NEWSPAPER F— BOX PER PLAN. O®REMOVE 20" FIR TREE (SEE SPECIAL PROVISIONS). 09 REMOVE ORNAMENTAL SHRUBBERY AROUND WOOD SPLIT RAIL FENCE t AT NORTH SIDE OF LIBRARY Irk ENTRANCE PER PLAN. o ' 10 REMOVE VEHICLE GATE. (SEE U SPECIAL PROVISIONS). 11 REMOVE PEDESTRIAN GATE. w LJ 1Q REMOVE CHAIN LINK FENCE. 13 REMOVE 4' WIDE PEDESTRIAN GATE AND 10.5' OF FENCE UP TO — — Lo VEHICLE GATE POST. 14 REMOVE CONCRETE CURB. + 15 REMOVE PLASTIC STOP BAR FOG LINE STRIPE O 'l HT OF WAY CENTERLLINE N TESC NOTES S01 '47'37"w 1.HIGH VISIBILITY SILT FENCE TO BE Z INSTALLED PER STD. PLAN 154.08' O 1-30.17-01 AT FILL SLOPE o SEGMENTS AT 0.5' INSIDE OF I�-7 ASPHALT WEDGE FOG LINE STRIPE L03: Q CLEARING AND GRUBBING LINE (TYP. CURB `�'� I— GENERAL NOTES U)1.PROPOSED IMPROVEMENTS ARE SHOWN ON THIS PLAN AS FINE W LINES FOR REFERENCE PURPOSES. Z SEE PLAN AND PROFILE SHEETS. J 2.STATION AND OFFSETS ARE ON THE CONSTRUCTION = BASELINE. d ❑ dH❑ dH❑ -V,BASED LQ Q U 3.CLEARING AND GRUBBING: Q CEDAR AVE.: CLEAR TO 2' PAST o �R TO EXISTING i FCATCHLINE ENCELINE, WHICHEVER IS CLOSER gJ Q TO CEDAR AVE. CENTERLINE(TYP.). MULTI —USE PATH: CLEAR TO 2' PAST CATCHLINE (TYP.). JEFFERSON COUNTY ENGINEER APPROVAL DATE ¢SON Co wF� G�� ,. _ JEFFERSON COUNTY , ' DEPARTMENT OF PUBLIC WORKS RING �p� SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. CD2 DESIGNED BY: J. WAYAND s 10 2021 DRAFTED BY: J. WAYAND s 10 2021 CHECKED BY: E. KUZMA 6 10 2021 PROD. ENGR.: J. WAYAND se¢r 6 OF 42 slims DATE REVISION DATE BY CEDAR CEDAR AVENUE DEMOLITION AND TESC PLAN STA. 14+9& TO STA. 20+15 LEGEND —SAWCUT LINE CUT/FILL CATCHLINE 0 _oo 20 �� 0 20 4Q: juJ D CLEARING AND GRUBBING lZ 7- HIGH VISIBILITY SILT FENCE U Nye - - . -� SET PK. NAIL = V �_ n F- 83596.63 SCALE IN FEET ® o = —" HIGH VISIBILITY FENCE N 3CIA w 6 MAILBOXES E 1 166284.30 0 ASPHALT REMOVAL W � ELEV.. =10990 Z _ Q F_ CONCRETE REMOVAL �� FOG LINE STRIPE - T T T T T T T T T T T �� fTl DEMOLITION NOTES L(� P STA. + — �M �M 'rM Cn O1 SAWCUT ASPHALT OR CONCRETE STA.20+86.9, 2.62 RT. PAVEMENT. CONSTRUCTION BASELINE xr7i FOG LINE STRIPE D + D ASPHALT WEDGE CURB REMOVAL RIGHT OF WAY CENTERLLIN� � 02 REMOVE EXISTING ASPHALT WEDGE o (INSIDE EDGE OF GUTTE� _ _ _ _� _ _ _ _CEDAR_ _AVE. _ _ _ _ _ S0_2° 7 8'3_2 "VI/_ /� O CURB (SEE SPECIAL PROVISIONS). N OG LINE STRIPE SO °4 737 "W °yo STA. 21 +61.75, STA. 21 +�©i I� Z 03 REMOVE EXISTING BITUMINOUS `" STA. 20+93�32 1 1 N PROVISIONS).(SEE SPECIAL Z N SPHAL E[7� STA. 20+76.62, 0.39 RT. END G NE1ERT. BEGIN CONSTRUCTION O CURB 1.O LT. 93 RT. END �\ 3 BASELINE— I­_ N 4 REMOVE EXISTING CONCRETE Q 7��c 1 �� 1 - 1 1 1 J O PAVEMENT. (SEE SPECIAL PROVISIONS). (� F I STOP (5)REMOVE CONCRETE BUS SHELTER dHO dH0 dH0 HO c1H0 (./) PAD. Ld F�F-F-F F-F�F T/- Z 9' I W DO _ _ m © REMOVE WOOD SPLIT RAIL FENCE J 4' WOOD SHED I � '7Z —c AT NORTH AND SOUTH SIDES OF ot: 9 1 cc- cc �`�� cG- E�`5�"` �'��cG cc cc- cc cc cc cc c� c �u 'u v 0 Lv o nLIBRARY ENTRANCE PER PLAN. (, -, qw! i , \ �\S _ + �O BOX PER P RE OCATE NEWSPAPER Q Q ' QZIQ® REMOVE 20" FIR TREE (SEE FOUND REBAR WITH �FGk O SPECIAL PROVISIONS). PLASTIC SURVEY CAP U) Q o I O REMOVE ORNAMENTAL SHRUBBERY STAMPED: 'DUBACK" cz I CG AROUND WOOD SPLIT RAIL FENCE AT NORTH SIDE OF ENTRANCE PER PLANIBRARY K 10 REMOVE VEHICLE GATE. (SEE O c- D SPECIAL PROVISIONS). m CIO n 11 REMOVE PEDESTRIAN GATE. Q (� = 1@ REMOVE CHAIN LINK FENCE. Ld T T T T F T o T T T �g F 13 REMOVE 4' WIDE PEDESTRIAN T T T T m — GATE AND 10.5' OF FENCE UP TO r _ Z VEHICLE GATE POST. T HM fTl 14 REMOVE CONCRETE CURB. LO _ HM T MT �1°�—�--�f� �fi— Cn ry L 15 REMOVE PLASTIC STOP BAR. NFOG LINE STRIPE-1D TESC NOTES N RIGHT OF WAY CENTERLONE — 1 HIGH VISIBILITY SILT FENCE TO BE CEDAR_ AVE. Mon. O INSTALLED PER STD. PLAN _ Z 1-30.17-01 AT FILL SLOPE SEGMENTS AT 0.5' INSIDE OF O S02°78'32 CLEARING AND GRUBBING LANE (TYP. Q oFOG LINE STRIPE CONSTRUCTION BASELINE 1 3 S02°90 58Cri AP STA.24+85.10 GENERAL NOTES ~ U11 SHOWNSED ON IMPROVEMENTS N PLAN AS FINE Un LINES FOR REFERENCE PURPOSES. Ld SEE PLAN AND PROFILE SHEETS. Z C/� 2.STATION AND OFFSETS ARE J = BASED ON THE CONSTRUCTION 71 BASELINE. vs F F-F F F -F cc � 3.CLEARING AND GRUBBING: rc c� c�� r c� r O c G �` CEDAR AVE.: CLEAR TO 2' PAST ~ \� —�G n NE FENCELINR TOEEXI 11I CLOSER Q SET PK. NAIL TO CEDAR AVE. CENTERLINE(TYP.). ZG MULTI -USE PATH: NE TP) CLEAR TO 2' PASTCATCHLI( DESIGNED BY: J. WAYAND 6 10 2021 ¢SON Co SR 116 AND CEDAR AVENUE DRAFTED BY: J. WAYAND s 10 2021 wF� G�� PEDESTRIAN/BIKE IMPROVEMENTS CD3 CHECKED BY: E. KUZMA 6 10 2021 ,. JEFFERSON COUNTY COUNTY ROAD PROJECT 1802057 _ PROD. ENGR.: J. WAYAND , ' DEPARTMENT OF PUBLIC WORKS COUNTY ROAD NO. 637109 se¢r JEFFERSON COUNTY, WASH. 7 OF DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE N_ t0� CEDAR AVENUE DEMOLITION AND TESC PLAN 42 RING STA. 20+15 TO STA. 25+35 slims T T - T STA. 25+51.02, mm� ,—CONSTRUCTION BASELINE E 1166267.67 ELEV. =105.68I LINE STRIPE DESIGNED BY: J. WAYAND DATE LEGEND OZ — —SAWCUT LINE ip d w N O d CUT/FILL CATCHLINE �] D CLEARING AND GRUBBING ° ° Q n —HVSF— HIGH VISIBILITY SILT FENCE J_ 1 1 1 1 1 = —HVF—HIGH VISIBILITY FENCE a T ® ASPHALT REMOVAL T T T r i CONCRETE REMOVAL FOG LINE STRIPE) S02° 9 0'58 "W 664.56' D STA. 25+84.02, END 1.00 RT. BEGIN 1.00'LT. OF EXISTING 3 FOG LINE STRIPE EDGE ASPHALT OG� — Qc °O N N T I T M -1 3 REVISION 0 -]/\ T �M T STA. 27+07.28, m DEMOLITION NOTES END D (� 1 SAWCUT ASPHALT OR CONCRETE RIGHT OF WAY CENTERLLINE DO PAVEMENT. _ CEDAR AVE. :�J02 REMOVE EXISTING ASPHALT WEDGE O CURB (SEE SPECIAL PROVISIONS). STA. 27+03.74, 27( REMOVE EXISTING BITUMINOUS ' PAVEMENT. (SEE SPECIAL END 1.00 LT. OF EXISTING ASPHALT N PROVISIONS). BEGIN 1.00'LT. OF PROPOSED INSIDE 3 J 27+00 EDGE GUTTER +®REMOVE EXISTING CONCRETE PAVEMENT (SEE SPECIAL �C CGS CG CGS 0 8 N c(0 O+ VW FOG LINE STRIPE- CoMp CEDAR J E29+10.55, 1.00'LT c~n INLET PROTECTION £ I/N LOOP L OF PROPOSED INSIDE GE GUTTER nA_nn oil 1 CCJl PROVISIONS). BUS PULLOUT 05 REMOVE CONCRETE BUS SHELTER PAD. F71 m© REMOVE WOOD SPLIT RAIL FENCE AT NORTH AND SOUTH SIDES OF ci LIBRARY ENTRANCE PER PLAN. mO7 REMOVE & RELOCATE NEWSPAPER F- BOX PER PLAN. ::�E® REMOVE 20" FIR TREE (SEE SPECIAL PROVISIONS). O REMOVE ORNAMENTAL SHRUBBERY AROUND WOOD SPLIT RAIL FENCE c AT NORTH SIDE OF LIBRARY ENTRANCE PER PLAN. 0 20 �0 ro 40 10 REMOVE VEHICLE GATE. (SEE SPECIAL PROVISIONS). SCALE I EE @ REMOVE PEDESTRIAN GATE. 1M - T T 1@ REMOVE CHAIN LINK FENCE. -1M - -IM _ � � / 13 REMOVE 4' WIDE PEDESTRIAN GATE AND 10.5 OF FENCE UP TO VEHICLE GATE POST. 0+50 C) 1 REMOVE CONCRETE CURB. PROJECT �� 15END REMOVE PLASTIC STOP BAR. RIGHT OF WAY CENTERLLINE S 2 % 0 58 W TESC NOTES _ STA. 30+04.80, 2.08'RT. 1 1.HIGH VISIBILITY SILT FENCE TO BE INSTALLED PER STD. PLAN 1.00' RT. OF PROPOSED I-30.17-01 AT FILL SLOPE INSIDE EDGE GUTTER SEGMENTS AT 0.5' INSIDE OF CLEARING AND GRUBBING LINE (TYP. 30+ 0 GENERAL NOTES 1 1.PROPOSED IMPROVEMENTS ARE _ STOP BAR DAP LINES NON THIS PLAN AS FINE FOR REFERENCE PURPOSES. H B TIO, STA. 19 0�-, �4'RT• pp SEE PLAN AND PROFILE SHEETS. 14 a /7E��❑HP F OH 1 h0'—tOFblI�R6P� P 2.STATION AND OFFSETS ARE BASED ON THE CONSTRUCTION 'Fi, F eus BASELINE. SHELTER STA. �85.55, 29.1 RT. ICLEARING AND GRUBBING: °5a CONCRETE 6 TO ST 3049.77, 14.0' RT. CEDA CATCHLINE CLEAR EXTOTI2' PAST -FENCELINE, WHICHEVER IS CLOSER Jo25'x4.25' ¢ OVE REMOV 3 MOOD SPLIT RAILP Iocrc p FENCE ,�,j w � FENCE M� TII-U E CEDAR A PATH: CLEAR TO(T2' DATE I BY I JEFFERSON COUNTY ENGINEER SON COG JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS APPROVAL DATE 9SHING�O PAST CATCHLINE (TYP.). SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS CD4 COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 sHmr JEFFERSON COUNTY, WASH. a CEDAR AVENUE DEMOLITION AND TESC PLAN °` 42 STA. 25+35 TO STA. 30+50 slims �IU W Wcf� WI Z_ J U 8& I n 0 d T T� r� T — Q CONSTRUCTI01`J BASELINE SOUTH LIBRA7Y SIDEWALK Flq� ��iv,9c� I 1 ASPHALT PARKING LOT 1 1 30+37.56, 136.37' RT. 3 3 �—/ Ll �500' RT. OFBPROPOSED FACED CURB. 1 STA. 29+85.45, 50.27'RT. 1.00' RT. OF PROPOSED INSIDE EDGE GUTTER 10 0 20 40 SCALE IN FEET 1 30+48;12, 155.20RT. txi SIDEWALK \ CONC. PARKING \--(4)REMOVE CONCRETE SIDEWALK LEGEND — —SAWCUT LINE CUT/FILL CATCHLINE CLEARING AND GRUBBING —HVS� HIGH VISIBILITY SILT FENCE —HVF— HIGH VISIBILITY FENCE ASPHALT REMOVAL CONCRETE REMOVAL DEMOLITION NOTES O1 SAWCUT ASPHALT OR CONCRETE PAVEMENT. 02 REMOVE EXISTING ASPHALT WEDGE CURB (SEE SPECIAL PROVISIONS). 03 REMOVE EXISTING BITUMINOUS PAVEMENT. (SEE SPECIAL PROVISIONS). ®REMOVE EXISTING CONCRETE PAVEMENT. (SEE SPECIAL PROVISIONS). (5)REMOVE CONCRETE BUS SHELTER PAD. ©REMOVE WOOD SPLIT RAIL FENCE AT NORTH AND SOUTH SIDES OF LIBRARY ENTRANCE PER PLAN. O7 REMOVE & RELOCATE NEWSPAPER BOX PER PLAN. ®REMOVE 20" FIR TREE (SEE SPECIAL PROVISIONS). @ REMOVE ORNAMENTAL SHRUBBERY AROUND WOOD SPLIT RAIL FENCE AT NORTH SIDE OF LIBRARY ENTRANCE PER PLAN. 10 REMOVE VEHICLE GATE. (SEE SPECIAL PROVISIONS). 11 REMOVE PEDESTRIAN GATE. 1Q REMOVE CHAIN LINK FENCE. 13 REMOVE 4' WIDE PEDESTRIAN GATE AND 10.5' OF FENCE UP TO VEHICLE GATE POST. 14 REMOVE CONCRETE CURB. 15 REMOVE PLASTIC STOP BAR. TESC NOTES 1.HIGH VISIBILITY SILT FENCE TO BE INSTALLED PER STD. PLAN 1-30.17-01 AT FILL SLOPE SEGMENTS AT 0.5' INSIDE OF CLEARING AND GRUBBING LINE (TYP. GENERAL NOTES 1.PROPOSED IMPROVEMENTS ARE SHOWN ON THIS PLAN AS FINE LINES FOR REFERENCE PURPOSES. SEE PLAN AND PROFILE SHEETS. 2.STATION AND OFFSETS ARE BASED ON THE CONSTRUCTION BASELINE. 3.CLEARING AND GRUBBING: CEDAR AVE.: CLEAR TO 2' PAST CA7CFUNT-OR TO EXISTING FENCELINE, WHICHEVER IS CLOSER TO CEDAR AVE. CENTERLINE(TYP.). MULTI —USE PATH: CLEAR TO 2' PAST CATCHLINE (TYP.). JEFFERSON COUNTY ENGINEER APPROVAL DATE ¢SON Co wF� G�� ,. _ JEFFERSON COUNTY , ' DEPARTMENT OF PUBLIC WORKS RING t0� SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. CD5 DESIGNED BY: J. WAYAND 6 10 2021 DRAFTED BY: J. WAYAND s 10 2021 CHECKED BY: E. KUZMA 6 10 2021 PROJ. ENGR.: J. WAYAND se¢r 9 OF 42 slims DATE REVISION DATE BY SOUTH SOUTH LIBRARY SIDEWALK DEMOLITION AND TESC PLAN STA. 10+00 TO STA. 11+30 LEGEND J V mW ��� — I = o � CL —SAWCUT LINE /� 0771M „Zl ERR CUT/FILL CATCHLINE a\� 20 10 0 20 40 D CLEARING AND GRUBBING 8/1 Z o I � 7� �� ��/M077/M „Ji —HVS— HIGH VISIBILITY SILT FENCE PMO dEF�SO UNTY LIBRARY —HVF— HIGH VISIBILITY FENCE SCALE IN EET -HIMACUM SCHOOL DISTRICT TEMP. CHAIN LINK FENCE ~r � `� HIGH VISIBILITY SILT FENCE Z � ASPHALT REMOVAL ° LL W m CONCRETE REMOVAL WL WL W en `' ° `G s�s�F65�Cg�,'.— DEMOLITION NOTES Od�—; T T F/� F F F F F F F Q m WL WL D OSAWCUT ASPHALT OR CONCRETE LL \ F� PAVEMENT. z 32 O2 REMOVE EXISTING ASPHALT WEDGE :c p ii — dR F — — Z CURB (SEE SPECIAL PROVISIONS). W \� 1� d d � U � S — — —� —1 — — — (,� 3 REMOVE EXISTING BITUMINOUS (� EXISTING�� _ — — — — — — — — — — — — N PAVEMENT. (SEE SPECIAL _ F—F F—F F—F—F—F PROVISIONS). Z d F—F 1�k�� HIG0OOEXISTING S A CONCRETE TA. 0 .00 � , � / � �`� H VISIBILITY O PAVEMENT. FENCE PROVISIONS)( ULTr U E PATH _ — CONSTRUCTION CENTERLINE m gREMOVE CONCRETE BUS SHELTER A 2 + 6.04 I i / MULTI —USE PATH m PAD. VSTARVE /`� ©REMOVE WOOD SPLIT RAIL FENCE Ic m AT NORTH AND SOUTH SIDES OF I r G i�—c-C� m LIBRARY ENTRANCE PER PLAN. H F—�,F—��`� HIGH VISIBILITY FENCE r ` 7 REMOVE &RELOCATE NEWSPAPER BOX PER PLAN. STEEL GATE HIGH VISIBILITY 10 30+49.82(PATH), 20.31' LT. ®REMOVE 20" FIR TREE (SEE r FENCE TO 30+51.81(PATH), 6.62' RT. SPECIAL PROVISIONS). O9 REMOVE ORNAMENTAL SHRUBBERY AROUND WOOD SPLIT RAIL FENCE AT NORTH SIDE OF LIBRARY LLJENTRANCE PER PLAN. O 10 REMOVE VEHICLE GATE. (SEE m SPECIAL PROVISIONS). 20 10 0 20 40 / 11 REMOVE PEDESTRIAN GATE. W \j 1� REMOVE CHAIN LINK FENCE. cn v 13 REMOVE 4' WIDE PEDESTRIAN SCALE IN FEET 33+84 15(PATH), 22.29' LT. 12 GATE AND 10.5' OF FENCE UP TO o TO 33+84.15(PATH) 10.62' LT. VEHICLE GATE POST. o JEFFERSON COUNTY LIBRARY + HIGH CHIMACUM SCHOOL DISTRICT CHAIN LINK GATE " e � 14 REMOVE CONCRETE CURB. 33+8 SILT FENCE 10VEHICEXIST. LE 15 REMOVE PLASTIC STOP BAR. .15(PATH), .62 LT. 10 ° GATE �O O TESC NOTES F=,==Fqz� TO 33 84.0(PATH), 2.65 RT. T T _ �/ 1.HIGH VISIBILITY SILT FENCE TO BE INSTALLED PER STD. PLAN O F— F— F F F f F F— F— F— F _ I-30.17-01 AT FILL SLOPE WL_ _ _ _ _ — — SEGMENTS AT 0.5' INSIDE OF — —T= g� 1 CLEARING AND GRUBBING LINE TYP. (n —d -- d d d d 1 _------ �� GENERAL NOTES _ _ _ _ _ 1.PROPOSED IMPROVEMENTS ARE W_ _ _ _ _ _ SHOWN ON THIS PLAN AS FINE F—F—F—F F—F—F—F F—F F— F—F—F 1 F F—F—F—F F—F—F—F F—F—F—F / LINES FOR REFERENCE PURPOSES. Z_ �='t`6F-t'uvL "8 1619 — —"�_ = F=tyI=&VF- =t\e=&VF '&8=tyf=6W 6=t�F= V F—E'er o SEE PLAN AND PROFILE SHEETS. J 2.STATION AND OFFSETS ARE HIGH VISIBILITY = FENCE CONSTRUCTION CENTERLINE 33+ 3�.96(PATH), 3.59' RT. 1 1 �� BASED ON THE CONSTRUCTION MULTI —USE PATH TO 3 84.13 PATH , 9.27' R SEPTIC SYSTEM J ( ) ° (PUMPS, TANKS) ICLEARING AND GRUBBING: Q CEDAR AVE.: CLEAR TO 2' PAST Z CATCHLINE OR TO EXISTING Q FENCELINE, WHICHEVER IS CLOSER o o- TO CEDAR AVE. CENTERLINE(TYP.). MULTI -USE PATH: CLEAR TO 2' PAST CATCHLINE (TYP.). DESIGNED BY: J. WAYAND 6 10 2021 ¢SON C0G�SR 116 AND CEDAR AVENUE DRAFTED BY: J. WAYAND s 10 2021 w�� � PEDESTRIAN/BIKE IMPROVEMENTS CD6 CHECKED BY: E. KUZMA 6 10 2021 ,. _ JEFFERSON COUNTY COUNTY ROAD PROJECT 1802057 PROD. ENGR.: J. WAYAND , ' DEPARTMENT OF PUBLIC WORKS COUNTY ROAD NO. 637109 se¢r JEFFERSON COUNTY, WASH. 10 \ c MULTI -USE PATH DEMOLITION AND TESC PLAN °` m DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE 9SAING_lo STA. 30+00. TO STA. 34+25 slis 20 10 0 20 40 \�� BPSIN 1 16 SCALE IN FEET �,� H vpE cvE0�gC(NE)� 96.1E (9) xx RI g' Ppvo(S)% So Soho 1CN BPSIN 62 0 12 Nv $ JEFF F v x \� F o of pS�o R �P BOV� NPII-� 5o' g36.g 2 SEEN 1165 6' 6- 39 0 GypE E�Ev vG(NWY 91.01 RIN g" pp�C(S) INS• 8' m L �Ec000l oull ✓ b� TEMP. CHA16LINK FENCE STA. 34+84.77PATH =STA. 0+00.00 BEGIN DRIVEWAY/ STA. 34+71 .91 PATH, 34.95'RT. =STA.0+37.24 END DRIVEWAY fQS I✓i \S INLET PROTECTION CONSTRUCTION CENTERLINE MULTI —USE PATH HIGH FFVISIBILfFT1�TOP POST � Isp rA� 9,(�-p- 00 — €,XIgr W3 GRAVrL SERVICE RO F-F-F-F 10+ 10.00 PATH BYPASS =35+48.13 PC PATH �\ TEMP. CHAIN LINK FENCE SCHOOL SERVICE DRIVEWAY / CONSTRUCTION CL CONSTRUCTION CENTERLINE PATH BYPASS RELOCATE EXISTING - TEMPORARY FENCE GATE GATE STOP POST CHIMACUM CREEK SEE SHEET PP12 ELEMENTARY SCHOOL EXISTING VEHICLE GATE AND POSTS TO REMAIN STA. 35+96.73 END MULTI —USE PATH �� b 9,sohgl r STA. 10+75.68 4/tic /or END PATH BYPASS wIm FENCE 35+97.16(PATH), 12.48' RT. LEGEND — —SAWCUT LINE CUT/FILL CATCHLINE CLEARING AND GRUBBING —HVS� HIGH VISIBILITY SILT FENCE —HVF— HIGH VISIBILITY FENCE TEMP. CHAIN LINK FENCE ASPHALT REMOVAL CONCRETE REMOVAL DEMOLITION NOTES O1 SAWCUT ASPHALT OR CONCRETE PAVEMENT. O2 REMOVE EXISTING ASPHALT WEDGE CURB (SEE SPECIAL PROVISIONS). ( REMOVE EXISTING BITUMINOUS PAVEMENT. (SEE SPECIAL PROVISIONS). ®REMOVE EXISTING CONCRETE PAVEMENT. (SEE SPECIAL PROVISIONS). O5 REMOVE CONCRETE BUS SHELTER PAD. ©REMOVE WOOD SPLIT RAIL FENCE AT NORTH AND SOUTH SIDES OF LIBRARY ENTRANCE PER PLAN. O7 REMOVE & RELOCATE NEWSPAPER BOX PER PLAN. ®REMOVE 20" FIR TREE (SEE SPECIAL PROVISIONS). @ REMOVE ORNAMENTAL SHRUBBERY AROUND WOOD SPLIT RAIL FENCE AT NORTH SIDE OF LIBRARY ENTRANCE PER PLAN. TO 35+98.16(PATH), 22.91RT.�4zl' e�o� 10 PROVISIONS). GATE. (SEE PED. GATE oFF SPECIAL O). 35+98.16(PATH), 22.91' RT. 11 REMOVE PEDESTRIAN GATE. TO 35+98.48 PATH , 26.90' RT. 1�REMOVE CHAIN LINK FENCE. 13 REMOVE 4' WIDE PEDESTRIAN GATE AND 10.5' OF FENCE UP TO VEHICLE GATE POST. 14 REMOVE CONCRETE CURB. 15 REMOVE PLASTIC STOP BAR. TESC NOTES 1.HIGH VISIBILITY SILT FENCE TO BE INSTALLED PER STD. PLAN 1-30.17-01 AT FILL SLOPE SEGMENTS AT 0.5' INSIDE OF CLEARING AND GRUBBING LINE (TYP. GENERAL NOTES 1.PROPOSED IMPROVEMENTS ARE SHOWN ON THIS PLAN AS FINE LINES FOR REFERENCE PURPOSES. SEE PLAN AND PROFILE SHEETS. 2.STATION AND OFFSETS ARE BASED ON THE CONSTRUCTION BASELINE. 1CLEARING AND GRUBBING: CEDAR AVE.: CLEAR TO 2' PAST CA7CFErNT_0R TO EXISTING FENCELINE, WHICHEVER IS CLOSER TO CEDAR AVE. CENTERLINE(TYP.). MULTI —USE PATH: CLEAR TO 2' PAST CATCHLINE (TYP.). ¢SON Co 41� G1-1 � ,. _ JEFFERSON COUNTY , ' DEPARTMENT OF PUBLIC WORKS + SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. CD7 DESIGNED BY: J. WAYAND 6 10 2021 DRAFTED BY: J. WAYAND s 10 2021 CHECKED BY: E. KUZMA 6 10 2021 PROD. ENGR.: J. WAYAND se¢r 11 OF 42 PATH DEMOLITION AND TESC PLAN DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE "coMULTI-USE 9SH�INC3STA. 34+26 TO STA. 36+97EM LEGEND EXISTING PROPOSED GENERAL NOTES ROADWAY NOTES - RIGHT OF WAY CENTERLINE CONSTRUCTION BASELINE 1. DIMENSIONS ARE TO FACE OF CURB (j) CEMENT CONCRETE SIDEWALK, PER WSDOT STD RIGHT OF WAY ----- CONSTRUCTION CENTERLINE UNLESS OTHERWISE SHOWN. PLAN F-30.10-04. EDGE OF PAVEMENT CONCRETE CURB AND GUTTER 2. THE CONCRETE SIDEWALK DIMENSION (2) CEMENT CONCRETE TRAFFIC CURB AND GUTTER, ASPHALT WEDGE CURB CONCRETE SHOWN ON THE PLANS DOES NOT PER WSDOT STD PLAN F-10.12-04. PAINT STRIPE COMMERCIAL HMA INCLUDE THE CONCRETE CURB WIDTH. g CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE I WOOD FENCE O CATCH BASIN GRATE TO SHIFT 3. THE CEDAR AVE. CONSTRUCTION BASELINE WITH DEPRESSED CURB, PER WSDOT STD PLAN �o CHAIN LINK FENCE ❑ CONCRETE INLET IS 15 FEET OFFSET FROM THE RIGHT OF F-80.10-04 & F-10.12-04. - WIRE FENCE e!s- DRAIN PIPE WAY CENTERLINE. 4 COMMERCIAL HMA. UNDERGROUND POWER LINE o BOLLARD 4. EACH ELEVATION SHOWN ALONG THE BUS SHELTER AND BOARDING AREA CONCRETE - OVERHEAD POWER LINE GATE (RELOCATED) BOTTOM OF THE CEDAR AVE. PROFILE IS PAD, SEE DETAIL(& BOTH THE EXISTING AND PROPOSED © CEMENT CONCRETE PEDESTRIAN CURB, PER -- TELEPHONE LINE o GATE STOP POST (RELOCATED) ELEVATION. WSDOT STD PLAN F-10.12-04. -w-m-w- WATER LINE I SIGN 5. SEE DEMOLITION AND TESC PLANS FOR 7O BOLLARD TYPE I, PER WSDOT STD PLAN - -- -m- STORM DRAIN LINE RECTANGULAR RAPID FLASHING BEACON SAWCUTTING LOCATIONS. H-60.10-01. MONUMENT PEDESTRIAN LIGHT AND POLE (BY OTHERS) ® COMBINATION CURB RAMP, PER WSDOT STD CB ❑ CATCH BASIN CLEAR AND GRUB LINE 6. LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM A TOPOGRAPHIC PLAN F-40.14-03 AND SEE DETAIL FOR FIRE HYDRANT SAWCUT LINE SURVEY AND ARE SHOWN FOR MODIFICATIONS 1® IRR m IRRIGATION VALVE ® ASPHALT REMOVAL CONVENIENCE. THE CONTRACTOR SHALL gO SINGLE DIRECTION CURB RAMP, PER WSDOT STD BE RESPONSIBLE FOR VERIFICATION OF wvm WATER VALVE ��',',���' CONCRETE REMOVAL UTILITY LOCATIONS. IF CONFLICTS WITH PLAN F-40.16-03. wM® WATER METER CUT CATCHLINE EXISTING UTILITIES ARISE DURING 10 SINGLE DIRECTION CURB RAMP, PER WSDOT STD WATER BLOW -OFF VALVE -F—F—F- FILL CATCHLINE CONSTRUCTION, THE CONTRACTOR SHALL PLAN F-40.16-03 AND SEE DETAIL FOR NOTIFY THE ENGINEER AND ANY CHANGES MODIFICATIONS® © POWER VAULT -H�5�H�5� HIGH VISIBILITY SILT FENCE REQUIRED SHALL BE APPROVED BY THE ❑o POWER TRANSFORMER -HVF—HVF- HIGH VISIBILITY FENCE ENGINEER PRIOR TO COMMENCEMENT OF (ID PARALLEL CURB RAMP PER WSDOT STD PLAN THE AFFECTED CONSTRUCTION. F-40.12-03. PM POWER METER STORMWATER INFILTRATION TRENCH 1 PAVEMENT REPAIR EXCAVATION INCL. HAUL. PPS POWER POLE STORMWATER VEGETATED FILTER STRIP 7. PEDESTRIAN LIGHTING CONDUITS, PR❑ POWER RISER STORMWATER BIO-RETENTION AREA FOUNDATONS, POLES, AND FIXTURES TO 13 HMA FOR PAVEMENT REPAIR CL. 4 IN. BE INSTALLED BY PUD NO. 1 OF 0LIGHT POLE 0 STORMWATER TRANSITION ZONE (PATH) JEFFERSON COUNTY. PG 58H-22 (COMMERCIAL HMA). UPAE--- GUY ANCHOR W W STORMWATER NATIVE VEGETATION 9 TELEPHONE PEDESTAL BUFFER ZONE (PATH) STORMWATER DRAINAGE NOTES 10 STORMWATER INFILTRATION TRENCH, ©STORMWATER BIORETENTION AREA #3, TR o TELEPHONE RISER SEE DETAILS® 3 ® SEE DETAIL OO FIBER OPTIC MANHOLE 02 SHIFT EXISTING DRYWELL FRAME TO 07 STORMWATER BIORETENTION AREA #4, SIGN MATCH FACE OF NEW CONCRETE SEE DETAIL(& CURB, SEE DETAIL. REPLACE EXIST. ®CONCRETE INLET, ADA GRATE, AND o MAILBOX GRATE WITH ADA GRATE 17 PVC SANITARY SEWER PIPE, PER BOLLARD 03 STORMWATER VEGETATED FILTER STRIP, WSDOT STD PLAN B-25.60-02. CONIFEROUS TREE SEE DETAIL(j) gWORMWATER BIORETENTION AREA #1 , DECIDUOUS TREE SEE DETAIL% 05 STORMWATER BIORETENTION AREA #2, SEE DETAIL(h) JEFFERSON COUNTY ENGINEER APPROVAL DATE _,ON Co w�� G�� ,. _ JEFFERSON COUNTY , ' DEPARTMENT OF PUBLIC WORKS SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. G3 DESIGNED BY: J. WAYAND 6 10 2021 DRAFTED BY: J. WAYAND s 10 2021 CHECKED BY: E. KUZMA 6 10 2021 PROD. ENGR.: J. WAYAND se¢r 12 OF DATE REVISION DATE BY NOTES NOTES AND LEGEND42 SECTION 2, T. 29 N., R. 1 W., W.M. 20 10 0 20 40 � D N w I SCALE IN EET n 5`— T T T =___----—__------- ---- ---—___--__ — ____— -- -- _—— = Z T T T T T T� T T I ~ N 3 FOG LINE STRIPE N T \ RIGHT OF WAY CENTERLINE cf) S0 °Jco'S, "w I.�� CENTER LINE STRIPE - CEDAR AVE. _ ;..:. STA. 1 0+00 CONSTRUC-PION BASELINE 309.03 Il IT1 B GIN PROJE TN (INSIDE E GE OF GUTTER) 12 13 13 in\ ASPHALT WEDGE CURB FOG LINE STRIPE N ry 1 00 11. +;00......:.............:.......................... _. x W .'...F .•.F. F F F aF� }F F `F F F F*� ..F.:Ff. F .,�F F.-:.F ..:F�� .',F.. .. 'F�.'F�- iF'. F: � g F v. ,. I W / � O FOUND REBAR WITH ° G 12 �I � 6 1 0 �� + PLASTIC SURVEY ANDERSON / Q + i +OiII I 30 BEGI CURB & GUTTER N O STAMPED LS 27665". / / �P N 113 I Q 10+ 7.00, 7.21 RT. � � �_ _. � N M I �II UNDERGROUND J PROPANE (� I TYPICAL ROADWAY SECTION A U 135 ......... ...... ..... ................................................. ....... 135 0 n 1 ....................................... EXISTING :AND PROPOSED PROFILE 1 30 m CONSTRUCTION BASELINE 125 ............ o.................................... ........................................................................... ............ 125 0 0 120 ........................................ ...................................... 120 115 zw ................................. ...................................... .......... 115 Qo 0w 110 ............ .................... rn....................... o... .................... rn....................... N.........� 110 r-� �0 �i....................... �W� N N N N N N i� .....................................:.........................:...105 i� PROFILE 10+00 10+50 1 1 +00 HORIZ. 1 -20 1 1 +50 12+00 12+50 VERT. 1 "=10' ,SON Co w�� G�� ,. _ JEFFERSON COUNTY , ' DEPARTMENT OF PUBLIC WORKS �9S SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. PP1 DESIGNED BY: J. WAYAND 6 10 2021 DRAFTED BY: J. WAYAND s 10 2021 CHECKED BY: E. KUZMA s 10 2021 PROD. ENGR.: J. WAYAND se¢r 13 OF 42 CEDAR AVENUE SIDEWALK PLAN AND PROFILE DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE SOS HIND STA. 10+00. TO STA. 12+75 1 slims m ffl i T AP STA.13+09.04 SECTION 2, T. 29 N., R. 1 W., W.M. a MAILBOX y0 0 STRUCTURE I I I I I I T T T oyT �— T T T 20 10 0 20 40 I D SCALE IN FEET C) Z T T --T -- T -- - — T N FOG LINE STRIPE) � rnrc CTIJIPF C/ ) o jRIGHT OF WAY CENTERLLINE _ CEDAR AVE. _ do _ SO � °4_9 4 7 W _ 3 CONSTRUCTION BASELINE 308.47' ASPHALT WEDGE (INSIDE EDGE OF GUTTER) FOG LINE STRIPE cURB N ry C,J WL4—+An WL WL WL WL WL ---4 .9vtl-Q�)— WL WL WL WL —S T SPIKE NAIL 384398.36 1166276.35 13+44.42 EV.=121.55 0 STA. 13+09.63 W=70' VACE 2" VERTICAL LIP AT OF DEPRESSED CURB. 34.5'W> S=—�% -3" THI K ASPHALT DRI EWAY RAMP - S- _ (Q Ll • I�7. —F.c. . F—F=F-F, F-F - .F-F (C----- C . F—F—F—F aF—F—F�F D 2 0 o O X Of 0 ftf CdLLILLJ 5� 5� Ua-N o� + J cil Of z `n TYPICAL ROADWAY SECTION A 135 .... ... ;. .............................. 135 130............................................................................................. .............. 130 EXISTING AND PROPOSED PROFILE 125 ...................................... / .CONSTR.U.CTION .BASELINE ................................................................... 125 DESIGNED BY: J. WAYAND DATE REVISION DATE I BY I JEFFERSON COUNTY ENGINEER S°N Co SIR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS PP2 JEFFERSON COUNTY COUNTY ROAD PROJECT 1802057 DEPARTMENT OF PUBLIC WORKS COUNTY ROAD NO. 637109 SHEEr JEFFERSON COUNTY, WASH. 4 11 �qs �o� CEDAR AVENUE SIDEWALK PLAN AND PROFILE 4OF 2 APPROVAL DATE HIND STA. 12+76. TO STA. 16+75 slims SECTION 2, T. 29 N., R. 1 W., W.M. 28 W 31 28' SET PK. NAIL 20 10 0 a 20 40 I� CATCH BAST DRYWELL I r\ N 384091.28 + STA. 15+92.1Z 30.24LT E 1166302.33 D Ln RIM ELEV=1 O86 ELEV.=116.61 SCALE N FEET 03 / lr�l J C� / T Q Z 3 T o T T T T--- T— T — T— T z --- � STOP :::�_____ — -- — � O--- ------ ----- ------ — w m I " 71 QN� 2 EXIST. D YWELL #1 FOG INE TRIPE N� SHIFT FR ME 0.75' f RIGHT OF WAY CENTERLLINE U _ TO CURBI FACE _� 12 13 _ _ _ _ CEDAR AVE. _ - - - -SO 1.50 50 W = CONSTRUCTION BASELINE 509.06' � N 'Ln FOG LINE STRIPE (INSIDE EDGE OF GUTTER) ASPHALT WEDGE N \ AP STA.16+71.51 CURB 13 N� �' `° w`^!L ... 1.6+. wL.:................................::::.......................... 1.7+0.0.................................................................. . w . t� F F +^ ®IT. F .V: F rF=F.• `F-F+ F F Lc) ¢ Y n N wD— Ld I� �� 1 2 N O _ o /F �` �; N Z J j CATCP A %DRYW L4 STA. 16+1 6.75, W=58' N + r STA. + 1.55, 0. a 3 1 /2" VERTICAL LIP AT I� ° RIM EtfV= 117.84 I FACE OF DEPRESSED CURB J BOTTOM= 111.54 + I--- \ N I 14 IDE x 5' LONG, S=-8% J < I 3 " T ICE ASPHALT DRIVEWAY RAMP Cyl TYPICAL ROADWAY SECTION A J 135 ... ................................. 135 JQ J 130 . . . . .w. -.......................................................................................... 130 125 �0-) 00� 0+o r'� .................................................... ....................... 125 Q EXISTING AND PROPOSED PROFILE 120r-._o..... ... CONSTRUCTION . BASELINE ... . ............ 120 wcn [ifm 115 Ld ,mow.. r'..`........................................ ..................................... 115 ao 110 w NZ-0...-.. :-_'-- ---- ... 77 .......................o. ......... �....................... 0......... 0110 105 �xry �L'1�. .:. . . . . . . . . . . . . . . . . . ... . . . .:. . . PROFILE ?� ............ '� :........ 105 16+00 16+50 HORIZ. 1 =20 17+00 17+50 VERT. 1 "=10' ¢SON C0 SR 116 AND CEDAR AVENUE DESIGNED BY: J. WAYAND 6 10 2021 G�� PEDESTRIAN/BIKE IMPROVEMENTS PPS DRAFTED BY: J. WAYAND s 10 2021 41� � ,. JEFFERSON COUNTY COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 CHECKED BY: E. KUZMA 6 10 2021 PROD. ENGR.: J. WAYAND _ , ' DEPARTMENT OF PUBLIC WORKS JEFFERSON COUNTY, WASH. se¢r 15 11 CEDAR CEDAR AVENUE SIDEWALK PLAN AND PROFILE OF DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE t0� RING STA. 16+75. TO STA. 17+75 42 slims SECTION 2, T. 29 My R. 1 W.9 W.M. CATCH BASIN/DRYWELL 'LT W ta 1� IIVV. u r V� kl/Y,..� " v0 I ` o o - c`", W o W STA. 18+95.24, 29.61 RIM ELEV=109.31 EDA 104.21 m W �o J 0 1 0 20 0 40 �v N oo BOTTOM- CEDAR � LErN/dy�soN� *ftEE& T T T T T T T T �j T Q3 3 _ z— STOP AR O— — — — — — — — — — — — — — — — — — — — — — — —— Q N FOG LINE STRIPE M— U ARM AM 12 13 I FOG LINE STRIPE l.I FT-1 � _ CEDAR AVE. _ _ _ —. — RI HT OF WAY CENTERLLINE SO °4 7 37 W (� = CONSTRUCTION BASELINE EXIST. DRYWELL #2 2 ��F13:1 INSIDE EDGE OF GUTTER � SHIFT FRAME 1.61'f TO CURB FACE AP STA.19+26 w — — — --Asa----- .- v:d F F� F W O O O F-F- F� F F� F� F� O O z 1 2 V + o 001 U CATCH BASIN/DRYWELL ~ Q STA. 18+99.51, 1.44LT. � RIM ELEV=109.34 BOTTOM=103.34 0 154.08 ' ASPHALT WEDGE FOG LINE STRIPE �� N� Lo CURB 1 3 Cil d v.F_ .F-F-F d hiII: - D .^. �l F y � W o O z L � o� lo� S 19+1.96, W85' N N O T 3 2 VERTICAL LIP AT, N N FACE OF MOUNTABLE CURB I j I WIDE X 5' LONG, S=-5% Ui ' THICK CRUSHED SURFACING BASE COURSE cv- TYPICAL ROADWAY SECTION A 125. . 125 Jai J 120 ........................................................... W � 120 ern`'to 0 :n — 115 ...........................................................z oo_ _ _ EXISTING AND .PROPOSED _PROFILE _ .......... o�......... 115 CONSTRUCTION BASELINE II 1 10 ........ x l— . . . . . . . . . . . . . . . . . . . . . . T�,I (/). —o m .... .... ......................... ............ 1110 JEFFERSON COUNTY ENGINEER APPROVAL DATE ¢SON Co w4� G41 ,. _ JEFFERSON COUNTY , ' DEPARTMENT OF PUBLIC WORKS o� 9SHIN6� SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. PP4 DESIGNED BY: J. WAYAND 6 10 2021 DRAFTED BY: J. WAYAND s 10 2021 CHECKED BY: E. KUZMA 6 10 2021 PROD. ENGR.: J. WAYAND SHMr 16 smm DATE REVISION DATE BY CEDAR AVENUE SIDEWALK PLAN AND PROFILEOF STA. 17+76. TO STA. 20+26 SECTION 2, T. 29 N., R. 1 W., W.M. . �_ I I— N 20 0 �0 40 I� 7Lr<J II CL o - --//S CALE I N F ET� SET PK. NAIL (�J 6 N 383596.63 0 MAILBOXES E 1166284.30 ® J Q \\ 12 13 z ELEV.=109.90 -- J� — -- — --- :: FOG LINES —~ — ----_ --- T —^� T T ------- T T --- T — T — — — — — — T T — — — - T T T T om; TLo — — "o-aM QFri ay0 M M CONSTRUCTION BASELINE o: :. FOG LINE STRIPE (n (INSIDE EDGE OF GUTTER I_ ~ TA. 0+80. CEDAR AVE. SO_2°�8_32_W RIGHT OF WAY CENTERLLINE j _ _______ F G LlN STRIPE �' SO 1 °47'37"Vl 3 - c+, _ r _ dip o—� 00 — ins Dom — — o r _ — — — -- 404.56 __ r� � � c EDGE 13 N + 12 1 - - + �`° + + + N�o + o cu �"� FOG LINE STR/PE CONSTRUCTION BASELINE w.:.:....................:.:.:..........:.:.:...................... w 21 00 = co Mt� �-y� v ri• . .r .. .. .. _r '.. ...61iJ F 2 2LL] d d pAa y. _ W s �f Wlo O _z � 2 1 9 6 LQ :N IZo I o o z N N W .x z ? u w N Z g N • FOUND REBAR WITH 4 II ¢ O i : 5 Q PLASTIC SURVEY CAP o STAMPED: 'DUBACK" I CQ I 2B I BIORETENTION AREA COORDINATES POINT NORTHING EASTING 1 A 383642.61 1166245.69 113 383638.15 1166226.29 2A 383593.33 1166241.52 2B 383595.77 1166221.71 II 125 125 20' 2o' BIORETENTIONI BIORETENTION 120 AREA 1 . . . . . . . . . . . . ._. — _ �AR2 . —. . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . 120 1.51 TYP. 1.5:1 TYP. 115 EXISTING AND PROPOSED PROFILE 115 CONSTRUCTION BASELINE 110 ...... .........................110 105 LEI �w z ................................................................. 105 Qo �w 100 N ©o co....................................................................................................................:.................................................................. ..... 100 Z-n ; N a, N o rn rn o 0 0 o x w o; o ,- w a- �: ,- ............ ........................ :............................... PROFILE .............. 20+50 21400 21 +50 HORIZ. 1 —20 22+00 22+50 VERT. 1 "=10' ¢SON C� w�� G�� ,. _ JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS �9S SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. PP5 DESIGNED BY: J. WAYAND 6 10 2021 DRAFTED BY: J. WAYAND s 10 2021 CHECKED BY: E. KUZMA s 10 2021 PROJ. ENGR.: J. WAYAND se¢r 17 42 CEDAR AVENUE SIDEWALK PLAN AND PROFILE DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE SOS HIND STA. 20+2& TO STA. 22+80 sHMIS _.� CD 120 10 0 20 SECTION 2, T. 29 N., R. 1 W., W.M. U / wc/a F— y� g — T T T T T — T T T T T T T _ MT �l°�—T — CT� 7 �, FOG LINE STRIPE r Z" FOG LINE STRIPE' CEDAR AVE. CONSTRUCTION BASELINE ir-l"GHT OF WAY CENTERLLINE S02° 18'52 "W .y. 4 4 ty c, y +r . •5' h w h ti• a, y 00 (14 SET PK. NAILJ + N 383272.36 N E 1166241.98 ELEV. =1 14.56 T T T nC'D DA\/IAIr �\ 12 13 _Mon. 0.17' 502' 10 '58 "W AP STA.24+85.10 0l _ � U-)I t w �• • S R '4 h yt E.P.. - •p t'SS�©``SI© i41 'V ti• S Y 8 c w- FT1 \--Ul \--U6 L0 O 125 ...... ...........1. 11251 120 EXISTING AND PROPOSED PROFILE I....... 120 CONSTRUCTION BASELINE 1151.....................................................Ii .........................................1............ 1115 DESIGNED BY: J. WAYAND DATE REVISION DATE I BY I JEFFERSON COUNTY ENGINEER S°N Co SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS PP6 JEFFERSON COUNTY COUNTY ROAD PROJECT 1802057 DEPARTMENT OF PUBLIC WORKS COUNTY ROAD NO. 637109 SHEEr JEFFERSON COUNTY, WASH. 118 �qs �o� CEDAR AVENUE SIDEWALK PLAN AND PROFILE 4OF 2 APPROVAL DATE HIND STA. 22+80. TO STA. 25+80 slims SECTION 2, T. 29 N.; R. 1 W.j W.M. nn n I 1 1-1 —14 Im T f I A n Q) L01 104 k Pf- CL N co BUS SHELT COORDINATES POINT NOR EASTING A 382991,�',4:11 1166216.06 B 382999.64 1166210.06 C 3829802 1166215.68 D 382989.64 1166209.69 U-) 0 (.0 r- + + + Nc"I 1 BUS SHELTER N N AND BOARDING 5 AREA PADS (P BUS BOARDING PAD COORDINATES POINT I NORTHING EASTING C 3829 9.42 1166215.68 E 382989.53 1166212.68 IF 382984.53 1166212.49 G 382979.42 1166215.30 0 E. I oj 00 ....................... CONCRETE INLET # 3 TYPICAL ROADWAY:, SECTION C STA. 27+95.00, 3.93'RT. TYPICAL ROADWAY SECTION ID 120 ......... ......... RIM= 1 05.19'± ...... 8". PIPE .OUTLET.............. 120 I.E.=103.89 OUT (8", W) �3:1 TYP. STA. 28+19.55, 11.42'RT. I.E.=103.77 OUT 115 ............. EXISTING AND PRO -POSED PROFILE .. ............ ....... 115 CONSTRUCTION BASELINE 110 c� (q C" L'� ............. ........ ....... 25 LF 8" DIAM. PVC ....... 110 N o6 N' ON _j SANITARY SEWER PIPE 00— 00 + — += Morn z cf) S=-0.5% U) U) 00) (00 Ocy) PROPOSED PROFILE 105 ....................... + + ...... BOTTOM FACE OF CURB Oo..;4- ........ (Oro c� ................. ............... 105 _j ow 71 CO 04 co BUS PULLOUT AREA c"I (Do r-O 70 r- 100 bi :.C.14 ............................ .......... 0. v) .................................................................................................................... ::..?q ..................................................................................................................... L.00 .................................................................................................................... L.o ............... Imo....................... ............... . r� ................................................................ ................................. V.C*4 ............................................................... ...................................... oi.o. no loo Cozo cq 0 C*14 0 co F- n 0 :00 Lo 00 co 00 :0 Ln 0 0 :0 —.x ry. 0 ............................ —Lun ........................ ....... PROFILE .......... ............. ......... ...... ......... 26+00 26+ 50 27+ 00 HORIZ. 1 "=20, 27+: 50 28+00 28+50 VERT. 1 10' ,?_SON Co 6 1-1 JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. PP7 DESIGNED BY: J. WAYAND 6/10/2021 DRAFTED BY: J. WAYAND 6/10/2021 CHECKED BY: E. KUZMA 6/10/2021 PROD. ENGR.: J. WAYAND SHEL7 19 OF 42 AVENUE SIDEWALK PLAN AND PROFILE DATE REVISION DATE I BY I JEFFERSON COUNTY ENGINEER APPROVAL DATECEDAR HIND STA. 25+80. TO STA. 28+80 SHEM • on of m •I! SECTION 2, T. 29 N., R. 1 W., W.M. 20 10 0 20 C:\ FOG LINE STRIPE-103: r CEDAR AVE. RIGHT OF WAY CENTERLLINE S02°10'58W LO Le— — Lq FOG LINE RlP BEGIN CURB & GUTTER 8 2 0 13 CONSTRUCTION 30+05.60, 3.92 RT. C + + BASELINE=PC10+14.80, —1.00 LT. °' 100.10 X5 N 30+00i TE: GR = A EA #4 U LE. SE Co.i- -�.� -= + 5 0 FOG LINE STRIPE-\ END PR CT SHELTER J � o� 98.1 D 2 6 � a N Z mCIO �ao a N � LIBRARY FOUND REBAR ENTRANCE uj o N �g WITH PLASTICCONSTRUCtIONBASELINE—� NDSCAPINO CAP STAMPED,SOUTH LIBRARY SIDEWALK �QRETEN`14W 98.1 D POWER 29+87.30, 49.50' RT. I AIL(p =PT10+70.80, —1.00' LT. 13 c LA 1 a NOTE: ELEVATIONS SHOWN AROUND CURB RETURNS ARE \ AT THE POINTS OF THE \ NOTE: SEE SHEET PP9 / CURVE LENGTH AND AT THE o— FOR SOUTH LIBRARY / BOTTOM FACE OF CURB. 4D � SIDEWALK PLAN & PROFIL TYPICAL ROADWAY SECTION D .CONCRETE INLET #4 125 STA.. 28+95,00, 0,41 LT. ............... ......... 125 RIM=101.25'f I.E.=99.99 OUT (8", W) NOTE: SEE :SHEET PP9 FOR w 120 3:1 .TYP 8" PIPE. OUTLET..:... SOUTH LIBRARY SIDEWALK PROFILE. 0: 120 STA. 29+12.330 su 1:1.00 RT. I.E.=99.89 OUT °-' 115 o Z: : 115 20 LF 8" DIAM. PVC SANITARY SEWER PIPE : o LO 110 biw S=-0.57. +1 110 cn J p 105 > �`' 6" WATER LINE VERIFY DEPTH EXISTING AND PROPOSED PROFILE Q I— 105 zLLJ PHONE LINE CONSTRUCTION BASELINE cn; Q VERIFY DEPTH 100 ..........�.v) ........... � Z 0 ............u!,....................................................... ............ ...................... ..rn.................................................................................................................... ..r............................................................................................................0 10 0 DO1— a_ .(no o °' c0 C° 95 oXOf ........................ ' .....................95 PROFILE 29+00 29+50 30+00 HORIZ. 1 =20 30+50 VFRT 1"=1n' —CIO W 8) N 6 Lf) ¢SON Co SR 116 AND CEDAR AVENUE DESIGNED BY: J. WAYAND 6 10 2021 PEDESTRIAN/BIKE IMPROVEMENTS PPS DRAFTED BY: J. WAYAND s 10 2021 w�� ,. JEFFERSON COUNTY COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 CHECKED BY: E. KUZMA s 10 2021 PROD. ENGR.: J. WAYAND _ DEPARTMENT OF PUBLIC WORKS JEFFERSON COUNTY, WASH. se¢r 20 �9S CEDAR AVENUE SIDEWALK PLAN AND PROFILE OF DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE SOS HIND STA. 28+80. TO STA. 80+50 42 slims SECTION 2, T. 29 N., R. 1 W., W.M. /A I / 0v DD dim 8 I 20 10 0 20 40 + / /In d T T -�- T J— r - - - SCALE IN FEET / O MATCH EXISTING 6C. SIDEWALK v AS PARKING LOT CON 6 6 w EXISTING cii=�Cuv /� �� E�Fc 6N44/F / a CONC. SIDEWALK d o0 9 I� Q F F PA ING 9 in 13 Ld / �� SO . v w �,�� / �ieR z 13 sTq� 2 N 2 J . /�oCA ) MATCH EXISTING oRgNCF 0 13 �o — — _ ASPHALT PARKING LOT END OF SIDEWALK LANDING TO 0 I MATCH END OF EXISTING CONC. CURB _Lq 0 (,� rn o z Di END SIDEWALK J <c/ 00 Q C°co 30+10.45 103.58 RT. o o6 m Nei =1 1 +29.62, -1.50,LT. U m rn � O 0 0o CONSTRUCTION BASELINE Q �..' �.• �•. �y�N oSOUTH LIBRARY SIDEWALK �� , F�N610,. 9 N Z O 115 110 105 100 95 90 DESIGNED BY: J. WAYAND DRAFTED BY: J. WAYAND CHECKED BY: E. KUZMA PROD. ENGR.: J. WAYAND m TYPICAL SECTION H I TYPICAL SECTION w a_ Y. J. wY �Y �< a QQ. Y Q . . . . . . . . . € . . . . . . . . . . . . . 1115 J Q Q O z3�: . � OgjY W W 0 CD 0 N JD NYD NYD CO J o o. ..... `� �. ... �° Q . C° w cn. �° cn. . 1 10 �w ��; �� o ma `� o°- New N�a +z 000� z o +1 o+ +-o +wo +wo . . . . . (n w TOP SIDEWALK z Co (n+w � . . . . . . . . . . Do . . . . . . . . . . . . .O 105. 00 O �PROFILE 07 a _°' wz w Cfl � Z (D � z CO cn m Q •o Q 00 cn m w 0) € m m cn €.................... cn w rn cn wM 1100 ............................................................................... ............................. ................................................ . ...................................................... ................. .......................... _5 ....................... .................................................................................................................................................... ........................ . 96.99 EXIST. TOP OF — 059, 0% LANDSCAPED ISLAND EXISTING . AND . PROPOSE ...... ....... 95 PROFILE CONSTRUCTION BASELINE EXISTING PROFILE o w N � 0Co a0 In d Z. NO If)) I--- Co Do 17. u7 .cfl N N �. .�.0 cfl c0 N € 90 I� � X � � 00 0o 00 00 I- 0) r m €� a0) rnw 0)m 0) m 0) m °' PROFILE ........................ 10+00 10+50 1 1 +00 VERT. 11"=1 o 1 1 +50 12+00 ��¢Sor °OGSR 2 w ,. _ JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS �9S 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. 10 2021 10 2021 SOUTH LIBRARY SIDEWALK PLAN AND PROFILE DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE RING �p� STA. 110+00 TO STA. 11+30 PP9 SHED 21 OF 42 SHMIS N A. +b i.04 .:.... AR r I o0� 8+52. 7 + 3 BOLLARDS,®5.6' � O PE I STA. 30+46.00 :: • ..,...,. mom• . 11101..................1... 105 ', 11001.................. ... 95 1 ...... cD 90 ............... rnz N O w CONSTRUCTION CENTERLINE MULTI —USE PATH STATION I BEARING DISTANCE DELTA RADIUS LENGTH BEGIN 30+16.00 N87'49 02 50.00 PI 1 30+89.98 26'5814 100.0047.07 E38 PI 2 31+36.74 26'37 51 100.0046.48 N88'09 26 242. 88 PI #3 34+35.76 1 68'29 28 50.00 34.04 59.77 S23.21 07 W 117.94 17.29 PI 4 35+89.33 19'48 49 50.00 8.73 EN 35+96.73 rI r Ir-no 100 TYPICAL SECTION E co o TYPICAL SECTION F o. ± 110 0.00 + M N J PROPOSED PATH PROFILE ..... CONSTRUCTION CENTERLIINE 105 Q � o � —C/) =0.57% 100 o EXISTING! PROFILE ............... ........................ ........................ 95 w �........... . .04iPO. . . . . . . . . . . . . . . . . . . . . .r7 O'er tp N LO 90 a0 Oi— Oi O 010 OIrn 0 �t0 ......................................................................................................................_:............................................................................................................................ PROF ILL 30+50 HORIZ. 1 =20 31 +00 31 +50 32+00 VFRT 1 "=1 n' N O O JEFFERSON COUNTY ENGINEER APPROVAL DATE ¢SON Co wF� G�� ,. _ JEFFERSON COUNTY , ' DEPARTMENT OF PUBLIC WORKS �9S SOS HIND SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. PP10 DESIGNED BY: J. WAYAND 6 10 2021 DRAFTED BY: J. WAYAND s 10 2021 CHECKED BY: E. KUZMA 6 10 2021 PROD. ENGR.: J. WAYAND se¢r 22 OF 42 slims DATE REVISION DATE BY MULTI -USE PATH PLAN AND PROFILE STA. 30+00. TO STA. 32+00 SECTION 2, T. 29 N.f R. 1 W.j W.M. 0 0 20 10 0 20 40 + 10' WIDE NATIVE BUFFER ZONE. 1 SCALE IN FEET a_ C) 2' WIDE CRUSHED ROCK 0 TRANSITION ZONE, SEE TYPICAL SECTION F. + < U7) JEFFERSON COUNTY LIBRARY CHIMACUM SCHOOL DISTRICT w w w w w w w w IV w w w w IV w 'v o ICLr_ IV IV 0 GA lf� T wi \di — T I Ld WL .... . .. ...... ...... .......... .. .... .. ............. ... ... ............ .... .... .... ....... . ..... ..... ... LiJ . ........ .......... .......... .. . .. ........... ... ... ... 77777777=-: ..... V................... ............. ....... ... .... .......... . .... .... ................... ...... .. ............ .... ........ .......... ................. . . ...... ..... .. ..... U) z u ... ...... .. . ...... 1-1- F-F-F- F-F-F - F - (o A Lo r1r) -A N CONSTRUCTION CENTERLINE o6 (o MULTI —USE PATH Lc) SEPTIC SYSTEM 0 0 + Z + (PUMPS, TANKS) C14 rlf)l 0 0-0 (Z N TYPICAL: SECTION F 0 TYPICAL SECTION E r, C14: 0 CD 0 110 . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cy) . . . . . . . . C-4 0 110 N + f L=50.00 + PROPOSED PATH PROFILE + 105 ....... ...... CONSTRUCTION CENTERLINE: ........ ...... w 105 0 > v) a- Q_ 100 —0.57% V) a- +0.76% .......... 100 ---------- o Oo:: 0-) 0: rl EXISTING PROFILE 95 ............ C6 ......... ............ ................. ...... ........................ ... 95 + L--L-50.00 w: 90 .................. T . . . . . (D . . . . . . . . . . . . . . . . 00: rr) . . . . . . . . . . . . 0:: 00 04 . . . . . . . . . . . . .......... 14-: 17 . . . CA: O . . . . 90 0) :0 0 :0 0 0: ci 0::o cio c; : 0 0: ........................................................................................................................ .......................................... ........................................................ FROFILE 32+00 32+50 33+00 HORIZ. 1"=20- 33+50 34+00 VFRT 1 "= 1 n' I I JEFFERSON COUNTY ENGINEER APPROVAL DATE SON Co JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS �9S SOS HIND SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. PPII DESIGNED BY: J. WAYAND 6/10/2021 DRAFTED E Y: J. WAYAND 6/10/2021 CHECKED 3Y: E. KUZMA 6/10/2021 PROJ. EN C R.: J. WAYAND SHE 2Er 3 OF 42 SHEM DATE REVISION DATE BY MULTI -USE PATH PLAN AND PROFILE STA. 32+00. TO STA. 34+25 20 10 0 20 40 SCALE IN FEET „DDT o Lq cH BPSIN + RM EI-Ev Pv ('fit V88„ P N �ELECOMONICVP01.1✓ // d� STA. 34+71.91, 34.95' RT. =STA.0+37.24 END DRIVEWAY SECTION 2, T. 29 N., R. 1 W., W.M. BPSIN 16 RIM �'u1�00_ (s)' SI .10' WIDE NATIVE BUFFER ZONE. 2' WIDE CRUSHED ROCK TRANSITION ZONE. SEE TYPICAL SECTION E. CONSTRUCTION CENTERLINE MULTI —USE PATH E �GAkE STOP ADP k e E + e E k Lo (T ::::::;:;<..: :::<:`•' / q;-,-10+10.00 PATH BYPASS <,::..o:..::: LO=35+48.13 PC PATH •; : Q ': ` .:::., + 35+49.92 `� SCHOOL SERVICE DRIVEWAY x ' CONSTRUCTION CIL '�� °' CONSTRUCTION CENTERLINE Lo PATH BYPASS + \ RELOCATE EXISTING GATE STOP POST FROM STA. 10+57.09 BYPASS, 1.611T. TO STA. 10+55.79 BYPASS, 7.00LT. CHIM4CUM CREEK 3 BOLLARDS ff ELEMENTARY SCHOOL STA. 10+62.19 CONSTRUCTION CENTERLINE PATH BYPASS STATION BEARING DISTANCE DELTA RADIUS TANGENT LENGTH 10+10.00 BEGIN 36'31 17 27.00 8.91 17.21 S59'52 23 W 9.44 39'20 30 27.00 9.65 18.54 S20'31 53 W 14.99 10+75.68 END S23'34 44 E 5.50 CONC. ENTRANCE / EXISTING VEHICLE GATE AND POSTS TO REMAIN STA. 35+96.73 END MULTI -USE PATH MATCH EXIST. ASPHALT €F : STA. 10+75.68,Q����'q.6' N 3 END PATH BYPASS. �— 1/2" VERTICAL LIP AT FACE OF CURB. OMIT GUTTER. IN "L MATCH EXISTING SIDEWALK Cl 11 d OMI GUTTER. Ak- w l411 F TYPICAL :SECTION E I I I YMUHL_ btU I IUIN b 0 STA. 10+ 10.00 11 .......�.o.. r co . N r ... .... BEGIN. PATH BYPASS .CIL € ....................... . 11 �In...,. co =35+48.13 PATH CL + I PROPOSED PATH PROFILE + co rn °' _ + + + EL. 99.69 STA. 10+7567 r�D J Lo 0 U Lo Q N END PATH BYPASS CL w CONSTRUCTION . GErNTERLINE .. Ni J 1�D w w rn 105 EL. ' 98.40 .B P CONC. LIP .............. 105 105 ....... w.MJ.. .......nQ� EL. 98.36 °OT. CONC. LIP N 5 > i5 > i!� z MATCH EXIST. ASPHALT 100 - .--........... — .... .. — — _ — _ _ 100 ----=- ==------_ —__ _ _ ....... 100 1.35% cn w cn � cn � cn w w 1..86%. 1 EXISTING PROFILE EXISTING PROFILE PROPOSED PATH/ ... ................ BYPASS PROFILE ...... 3........ . 95 �.... 95 95 STA. 35+48.13 STA. 1 +26.70 CONSTRUCTION BEGIN PATH BYPASS L=20.00 EDGE BATH LANE CENTERLINE =10+10.00 PATH BYPASS EL. 99.38 90 N"�.................... �,� 90 ............ 90 o n n STA. 10+3(' "� t-TA -1 n . -7^ , O Am �o co I oo EDGE PATH o;o oo �� 0):: rn EL. 99.34 .............................................................:............................................................................................................................:.................................................. PROFILE ................................................................................................................................................................. 34+50 35+00 H0RIZ. 1 —20 35+50 36+00 10+00 VFRT 1"=1n' DESIGNED BY: J. WAYAND DATE REVISION DATE I BY I JEFFERSON COUNTY ENGINEER SON COG JEFFERSON COUNTY ' DEPARTMENT OF PUBLIC WORKS APPROVAL DATE 9SHING_lO .. EL. � 98.48.,.,. 10+50 PATH BYPASS PROFILE SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. MULTI -USE PATH PLAN AND PROFILE STA. 34+25 TO STA. 86+97 1 1+0 PP12 SH¢r 24 OF 42 SHMIS V �1 G, Q° PEGES' Y LANDING L,RAM,P' Y LJ 1) Q * i�\ I'< °4. L p r �' r�' ..II < °\ L_4' Q Or Q �` t.l .� IIIe � �6. i� 570 .. L � Q QCr) U) GETATED FILTER STRIP N� L 4 �.; 13AMp' N� VEGETATED FILTER STRIF ,' EDGE ASPHALT PAVEMENT �J NOTE: 24+60.51 SHOWN. CEDAR AVE. I 25+10.41 SIMILAR. -RIAN CURB SEE WSDOT STD. PLAN F-40.14-03 FOR ALL OTHER CONSTRUCTION CROSSWALK DIMENSIONS AND NOTES. BASELINE PLAN 1' 46' 4' RAMP SIDEWALK CEDAR AVE. LANDING 3 VARIES —1.5% —1.5% SECTION MODIFIED COMBINATION CURB RAMP CEDAR 24+60.51 and CEDAR 25+10.41 NTS PEDESTRIAN EDGE CONCRETE GUTTER CEDAR AVE. r 1 CROSSWALK PLAN NOTE: SEE WSDOT STD. PLAN F-40.16-03 FOR ALL OTHER DIMENSIONS AND NOTES. CONSTRUCTION BASELINE 1 0.5' 6' 3' SIDEWALK *MATCH EXISTING CEDAR AVE. LANDING 3.1 CROSS SLOPE *VARIES * —1.5% SECTION MODIFIED SINGLE DIRECTION CURB RAMP 2 CEDAR 10+31.65 NTS PLACE AND COMPACT 0.33'f HMA — — UTILITY TRENCH PATCH WIDTH FOR PAVEMENT REPAIR CL. IN. / a 1' MIN. UTILITY 1' MIN. PG 58H-22 COMMERCIAL HMA). / A `.:'`,, A 6.0' 6.0' ( ) / 5 ; 'SUS i HELIE�, SIDEWALK BUS APPLY TRENCH REMOVE EXISTING 0.33'f — �d;t �; LL _ SHELTER 6" COMMERCIAL BITUMINOUS JOINT WIDTH CRUSHED SURFACING. r%; R W �0' ; —1.5% —1 5% CONCRETE SEALANT ON AL EXISTING PAVEMENT ,3• EDGES 10' 10' I S *LONGITUDINAL SLOPE " a s a EXISTING BASE MATERIAL MATCHES SIDEWALK SLOPE SIDEWALK `° SECTION B-B 4 CSBC BUS 1.3.0' 4,, COMMERCIAL BOAR BUS PULLOUT B�' DING CONCRETE EXISTING NATIVE SOIL PAD Z 5% CEDAR AVE. PLAN BUS STOP ---- ,- CRUSHED SURFACING OR j NOTES: 101 SHELTER PAD 4" CSBC CONTROLLED DENSITY FILL °o l °AAA 1. REPAIR ALL UTILITY TRENCHES AS SHOWN __ SECTION C-C / 000\.. �000° / ON THE PLANS OR AS DIRECTED BY THE 6"' COMMERCIAL #3 REBARS UTILITY CONDUIT °°°°°° �° ENGINEER (SEE SPECIAL PROVISIONS). CONCRETE © 24" O.C. EACH WAY 2. REMOVE TOP 0.33'f OF CRUSHED SECTION A -A (TYP. BUS STOP SHELTER PAD SURFACING MATERIAL IN UTILITY TRENCH. AND BUS BOARDING AREA PAD) UTILITY TRENCH PATCH 3. PLACE AND COMPACT 0.33'f COMMERCIAL BUS STOP SHELTER FOUNDATION PAD IN EXISTING PAVEMENT HMA PER WSDOT STANDARD SPECIFICATION AND BUS BOARDING AREA PAD 4 CEDAR 27+36.80, 15.00' RT. AND CEDAR 27+46.80, 15.00' RT. NTS 3 5-04. NTS DESIGNED BY: J. WAYAND 6 10 2021 ¢SON C0G�SR 116 AND CEDAR AVENUE DRAFTED BY: J. WAYAND s 10 2021 w�� � PEDESTRIAN/BIKE IMPROVEMENTS DTI CHECKED BY: E. KUZMA s 10 2021 ,. _ JEFFERSON COUNTY COUNTY ROAD PROJECT 1802057 PROJ. ENGR.: J. WAYAND , ' DEPARTMENT OF PUBLIC WORKS COUNTY ROAD N0. 637109 se¢r JEFFERSON COUNTY, WASH. 25 OF DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE IN Cl-'-o ROADWAY DETAILS 42 sums CONSTRUCT DEPRESSED MASON STREET CURB AND GUTTER TO BIORETENTION AREA E ASPHALT _ > Y .` Q Q BIORETENTION Q w AREA BOTTOM 0 0 v c/) PLAN 3" COARSE 7' COMPOST 21" BIORETENTION 1 N TREATMENT SOIL MIX, _ SEE SPECIAL PROVISIONS. SECTION STORMWATER BIORETENTION AREA #1 1 j CEDAR 20+87.96, 10.77' RT. to CEDAR 20+93.20, 29.97 RT. NTS CONSTRUCT DEPRESSED CURB AND GUTTER TO BIORETENTION AREA BIORETENTION AREA BOTTOM ir1ED GE — ASPH4LT MASON STREET PLAN 3" COARSE 6.5' COMPOST 21" BIORETENTION 1�N TREATMENT SOIL MIX, SEE SPECIAL PROVISIONS. SECTION �1 LO STORMWATER BIORETENTION AREA #2 2 MIDI TI—IJ'�F PATH NOTE: BIORETENTION AREA #4 SIMILAR. PLAN z o� z� z wQ ~w w� (DQ 0 m 3:1�3:1 .. OWER POLE 3: 1 MULTI -USE PATH PLAN ' II�POWER �� POLE CEDAR 21+37.37, 12.96 RT. to CEDAR 21+35.73, 32.84 RT. NTS CONSTRUCT 1:1 1.75' 1.8 5 7 SLOPE AT POLE EMBANKMENT EMBANKMENT 3" COARSE COMPOST COMPACTION 3" COARSE COMPOST COMPACTION 18" BIORETENTION 18" BIORETENTION TREATMENT SOIL MIX, TREATMENT SOIL MIX, SEE SPECIAL PROVISIONS. SECTION SEE SPECIAL PROVISIONS. SECTION 3 STORMWATER BIORETENTION AREA #3 & #4 STORMWATER BIORETENTION AREA #4 CEDAR 27+71.35 to CEDAR 28+56.24 4 AT POWER POLE CEDAR 28+75.84 to CEDAR 29+33.38 NTS CEDAR 28+91.55 NTS STORMWATER VEGETATED FILTER STRIP � 3.0' 0.5' COARSE COMPOST 0.5' Q TILLED INTO NATIVE SOIL -1.5% AND HYDROSEEDED. — — — — -2.0% _ SIDEWALK EX. ASPHALT _ ______ STORMWATER INFILTRATION TRENCH DRAINAGE 30"f BELOW EX. GROUND ROCK WSDOT SPEC. 9-03.1(4) COARSE NOTE: STORMWATER AGGREGATE FOR CONCRETE, 9-03.1(4)C VEGETATED FILTER STRIP GRADING, AASHTO GRADING NO. 67 1' BEGINS AT 21 +63.63. STORMWATER INFILTRATION TRENCH -Is AND VEGETATED FILTER STRIP CEDAR 21+77.81 to CEDAR 25+84.02 JEFFERSON COUNTY ENGINEER APPROVAL DATE9SFj�IN"co ¢SON Co wF� G�� ,. _ JEFFERSON COUNTY , ' DEPARTMENT OF PUBLIC WORKS SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. DT2 DESIGNED BY: J. WAYAND 6 10 2021 DRAFTED BY: J. WAYAND s 10 2021 CHECKED BY: E. KUZMA 6 10 2021 PROD. ENGR.: J. WAYAND se¢r 26 OF SHEM DATE REVISION DATE BY STORMWATER DETAILS42 SIDEWALK CENTERLINE NEW FRAME LOCATION GUTTER FACE OF CURB \—CONSTRUCTION BASELINE CENTERLINE EXISTING FRAME LOCATION�r-------- EXISTING FRAME �J CEDAR AVE. PLAN CONSTRUCTION BASELINE 1.44t' CENTER OF EXISTING FRAME TO CONST. BASELINE 0.17f' CENTER OF NEW FRAME LOCATION TO CONST. BASELINE SHIFT FRAME 1.61'f TO CURB FACE NOTES NEW FRAME LOCATION DIMENSIONS SHOWN ARE FOR DRYWELL #2 ONLY. SHIFT FRAMES TO CURB FOR DRYWELL #2 STA. 18+99.51 AND DRYWELL #1 STA. 15+91.53. DRYWELL #2 SHIFT DISTANCE=1.61 f'. DRYWELL #1 SHIFT DISTANCE=0.75f' r_1_EXISTING_I REPLACE EXISTING GRATES SECTION WITH NEW ADA GRATE PER WSDOT STD. PLAN B-30.15-00 5.5' SIDEWALK —1.5% SHIFT FRAME TO CURB BY ROTATING DRYWELL TOP SO OPENING IS CLOSER TO CURB. REMOVE AND REINSTALL EXISTING ADJUSTABLE SECTIONS IN A STAIR —STEP CONFIGURATION. RE —GROUT ALL JOINTS. SHIFT EXISTING DRYWELL FRAMES DRYWELL #1 15+91.53 (CEDAR) and DRYWELL #218+99.51 (CEDAR) NTS G GDKCRETF yGLASS y 6'FIIII-THICKNESS 1 i METAL FRAME AND ORATE ::, ica=�E � PER STANDARD#LAN 0.2s _ �.+-�PE�iF11�1A71pNSF FILTER FABRIC UNIT S PERF TD P"IN j-46Q9 EQ1D+4 OVER GRAVEL k2 REQ6hAfD] 8+1GI4�ILL F OR DRYWELL LL d d Q - ❑ ❑ ❑ o a ❑ ❑ ❑ 11 13 UNIT P PER STD PLAN B .Ib OR EOunr, 4.[Y o ❑ ❑ O O ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ B-7 xlaiE 6 02' G-G . ❑ D ❑ ❑ - - f6-REBAR IT C-C �7 J y p ❑ i I •F ]? 65 T{1%R B V e TT P �J ^~ 8 1AVT7P ak -� 9' T7P OONGfIET€ URSE - SEi DETAIL S,Q'�1 hB0�4h DETAIL --TYPICAL PRECAST DRYWELL INSTALLAT50N EXISTING DRYWELL REFERENCE DETAIL NOT FOR CONSTRUCTION 2 CEDAR STREET COUNTY ROAD PROJECT 496 (1981) NTS JEFFERSON COUNTY ENGINEER APPROVAL DATE ¢SON Co wF� G�� ,. _ JEFFERSON COUNTY , ' DEPARTMENT OF PUBLIC WORKS �9SHING�� SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. DT3 DESIGNED BY: J. WAYAND 6 10 2021 DRAFTED BY: J. WAYAND s 10 202, CHECKED BY: E. KUZMA 6 10 2021 PROD. ENGR.: J. WAYAND SHEET 27 OF 42 sHMIS DATE REVISION DATE BY STORMWATER DETAILS � I ' I WI Z WI gQ FOG LINE STRIPE�� 1 TT=I 1 CENTER LIJ STRIPE" FOG LINE STRIPE 10--00 OVO 1 \ I Wm g 2 11 I r REL-1 II I Q II W W �— L ASPHALT WEDGE \ CURB DESIGNED BY: J. WAYAND BEGIN 01T. BEGIN 11'LT.,11'RT. REL-2 LEGEND " EXISTING SIGN T NEW SIGN 20 10 0 20 40 D 0 NEW SIGN C7 REL—X RELOCATED SIGN SCALE IN FEET = — — —ASPHALT WEDGE CURB CEDAR AVE. RIGHT OF WAY CENTERLINE_ CONSTRUCTION BASELINE (INSIDE EDGE OF GUTTER) Q_ 3 END 0'LT. I iJ I 4 END 11'LT.,11'RT.I r OO T n 5 lJ + IM M n1 + _ STO BAR + — � N � r7 I I 13+00 F_ R—X REMOVE SIGN z F-9 ❑P PROTECT SIGN _ _ DETECTABLE cf) -------___---__ WARNING SURFACE D CHANNELIZATION NOTES O OYELLOW PAINTED DOUBLE z CENTERLINE, PER WSDOT STD. PLAN M-20.10-03. N O2 YELLOW PAINTED CENTERLINERER + WSDOT STD.PLAN M-20.10-03. '-" O3 YELLOW PAINTED NO —PASS & TWO—WAY LEFT —TURN CENTERLINE, PER WSDOT STD. 2+00 in .a... �•:. .....-.... , .. r=.:- - - fmTl PLAN M-20.10-03. 4 WHITE PAINTED SOLID LANE LINE CD4" WIDE, PER WSDOT STD. PLAN 71 M-20.10-03. F_ O OWHITE PAINTED CROSSWALK G :�E LINES, PER WSDOT STD. PLAN PQ\� M-15.10-01. EGIN 0'LT. O3 E D 0'LT. BEGINI T.�1-'PST. 2 B GIN 0'LT. BUILDING CEDAR A - CONSTRUCTION BASELINE (INSIDE EDGE OF GUTTER) �cslj OWHITE PLASTIC STOP LINE, 18" WIDE, PER WSDOT STD. PLAN M-24.60-04 I OWHITE PAINTED DOTTED LANE O LINE, PER WSDOT STD. PLAN = M-20.10-03. ASPHALT WEDGE z CURB F'9 Lo D GENERAL NOTES - 1DCHANNELIZATION OFFSET O DISTANCES ARE MEASURED FROM z THE RIGHT OF WAY CENTERLINE. — STATIONING IS BASED ON THE CONSTRUCTION BASELINE. =ae.e r - o&,e t. J — _ 1' Si P1 DATE I REVISION I DATE I BY I JEFFERSON COUNTY ENGINEER SON COG JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS APPROVAL DATE 9SAING_lO 41 + O2 CHANNELIZATION MARKING cD LOCATIONS TO BE APPROVED BY Lo UI ENGINEER PRIOR TO APPLICATION. O3 ALL CURB RAMPS SHALL HAVE 'ter _ 7.. ,+. •).:-.'..V.- DETECTABLE WARNING SURFACES fTl AS SHOWN ON THE PLANS, PER F'9 WSDOT STD. PLAN F-45.10-02. O (4)ALL PLASTIC LINES AND = SYMBOLS SHALL BE TYPE B — N PRE —FORMED FUSED THERMOPLASTIC. ( SEE SHEET CH8 FOR SIGN SPECIFICATIONS. SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS CHI COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. 2a CEDAR AVENUE CHANNELIZATION AND SIGNING PLAN 42 STA. 10+00. TO STA. 14+96 slims 20 10 0 20 40 SCALE IN FEET ASPHALT WEDGE 0 CURB + — — — — — — — ----- ----� -RIGHT OF WAY CENTERLLINE in END Q'LT. END /11'LT.,11' T 5 r I� STOP BAR I L - CONSTRUCTION BASELINE (INSIDE EDGE OF GUTTER) IIIIIIIIIIIIIIIIIIIIIIIIIIIIII w..,....:- x. Z _ L() Lo + r z — O " Q cn in O ASPHALT WEDGE CURB CONSTRUCTION BASELINE (INSIDE EDGE OF GUTTER) 1 0 LEGEND EXISTING SIGN T NEW SIGN DB GIN 0'LT. D O NEW SIGN 4 B GIN 11'LT.,11'RT. I REL-X RELOCATED SIGN R-X REMOVE SIGN r ASPHALT WEDGE z ❑P PROTECT SIGN CURB m DETECTABLE ------------ ----- cf) WARNING SURFACE � CHANNELIZATION NOTES D " JOYELLOW PAINTED DOUBLE CEDAR AVE. NE, PR WSDOT STD. PLANEMLI 20.10E 03. RIGHT OF WAY CENTERLLINE " —OYELLOW PAINTED CENTERLINERER J WSDOT STD. PLAN M-20.10-03. +IOYELLOW PAINTED NO -PASS & 1 7+00 in (JI TWO-WAY LEFT -TURN CENTERLINE, PER WSDOT STD. — — PLAN M 20.10 03. o F9 O WHITE PAINTED SOLID LANE LINE 4 4" WIDE, PER WSDOT STD. PLAN M-20.10-03. CEDAR AVE. 4 END 11 LTE, W I ` 4 BEGI 11'LT. r 2 END 0' TZ / I \ 2 BEGI 101T. 5 I � n j Co 1 ASPHALT WEDGE 0+0 + STOP BAR I Lo _ m— GO — — F9 OO5 WHITE PAINTED CROSSWALK LINES, PER WSDOT STD. PLAN M-15.10-01. OWHITE PLASTIC STOP LINE, 18" WIDE, PER WSDOT STD. PLAN M-24.60-04 DOWHITE PAINTED DOTTED LANE O LINE, PER WSDOT STD. PLAN = M-20.10-03. z fTl in C/) D GENERAL NOTES -1 11 CHANNELIZATION OFFSET DISTANCES ARE MEASURED FROM _ z THE RIGHT OF WAY CENTERLINE. RIGHT OF N STATIONING IS BASED ON THE WAY CENTERLLINE — I O CONSTRUCTION BASELINE. m + OCHANNELIZATION MARKING LOCATIONS TO BE APPROVED BY �19 TI-00 I 20+00 Ln CTI ENGINEER PRIOR TO APPLICATION. DESIGNED BY: J. WAYAND 6 10 2021 JEFFERSON COUNTY ENGINEER APPROVAL DATE ��¢SON Co _ JEFFERSON COUNTY , ' DEPARTMENT OF PUBLIC WORKS 9SAING_1O DRAFTED BY: J. WAYAND 6 10 2021 CHECKED BY: E. KUZMA 6 10 2021 PROD. ENGR.: J. WAYAND DATE REVISION DATE BY CO 03 ALL CURB RAMPS SHALL HAVE = DETECTABLE WARNING SURFACES fTl AS SHOWN ON THE PLANS, PER F9 WSDOT STD. PLAN F-45.10-02. C7 (4)ALL PLASTIC LINES AND = SYMBOLS SHALL BE TYPE B - CA PRE -FORMED FUSED THERMOPLASTIC. OSEE SHEET CH8 FOR SIGN SPECIFICATIONS. SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS CH2 COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. 29 CEDAR AVENUE CHANNELIZATION AND SIGNING PLAN 0' 42 STA. 14+95 TO STA. 20+16 slims END 0'LT. BEGIN 01T. W W = ASPHALT WEDGE (f) CURB — — O Nr z CONSTRUCTION BASELINE- Q INSIDE EDGE OF GUTTER cn � 2- I U Q LEGEND I EXISTING SIGN 20 10 0 20 40 T NEW SIGN I I O D NEW SIGN I END 01T. SCALE IN FEET (D BEGIN 0'LT. I �O7 = REL-X RELOCATED SIGN GIVU 1 1 fC I. _ CEDAR AVE. BEGIN ll'RT. R-X REMOVE SIGN w I J w Z ❑p PROTECT SIGN / FTI o 00000o DETECTABLE WARNING SURFACE Lo D CHANNELIZATION NOTES O1 YELLOW PAINTED DOUBLE U CENTERLINE, PER WSDOT STD. RIGHT OF WAY CENTERLLIP z PLAN M-20.10-03. N O2 YELLOW PAINTED CENTERLINERER N WSDOT STD. PLAN M-20.10-03. CONSTRUCTION BASELINE 1 OYELLOW PAINTED NO -PASS & 22+00 CD TWO-WAY LEFT -TURN CENTERLINE, PER WSDOT STD. _ PLAN M-20.10-03. .. .' .. a . FTI •7- WHITE PAINTED SOLID LANE LINE, �'• 4" WIDE PER WSDOT STD. PLAN CD M-20.10-03. 'O OWHITE PAINTED CROSSWALK LINES, PER WSDOT STD. PLAN REL-3 3 M-15.10-01. OF WAY CENTERLONE END 0'LT. m OWHITE PLASTIC STOP LINE, 18" WIDE, PER WSDOT STD. PLAN D M-24.60-04 n OWHITE PAINTED DOTTED LANE = LINE, PER WSDOT STD. PLAN EGIN 01T. M-20.10-03. 5 � Z Ln FTl + -+ --i Ln _ ir) GENERAL NOTES N N D O 1OCHANNELIZATION OFFSET Z DISTANCES ARE MEASURED FROM THE RIGHT OF WAY CENTERLINE. N STATIONING IS BASED ON THE — UT CONSTRUCTION BASELINE. + O 2 CHANNELIZATION MARKING LOCATIONS TO BE APPROVED BY ENGINEER PRIOR TO APPLICATION. +00� = O3 ALL CURB RAMPS SHALL HAVE 167 m DETECTABLE WARNING SURFACES fTl AS SHOWN ON THE PLANS, PER " WSDOT STD. PLAN F-45.10-02. C7 (4)ALL PLASTIC LINES AND = SYMBOLS SHALL BE TYPE B - PRE -FORMED FUSED THERMOPLASTIC. OSEE SHEET CH8 FOR SIGN SPECIFICATIONS. JEFFERSON COUNTY ENGINEER APPROVAL DATE ¢SON Co wF� � ,. _ JEFFERSON COUNTY , ' DEPARTMENT OF PUBLIC WORKS �9S Cl-'- H�IN SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD N0. 637109 JEFFERSON COUNTY, WASH. CH3 DESIGNED BY: J. WAYAND 6 10 2021 DRAFTED BY: J. WAYAND s 10 2021 CHECKED BY: E. KUZMA 6 10 2021 PROD. ENGR.: J. WAYAND se¢r 30 42 slims DATE REVISION DATE BY CEDAR AVENUE CHANNELIZATION AND SIGNING PLAN STA. 20+15 TO STA. 25+35 ra U I I �3�END W 1 BEG W O cn 00 N Ln z O cn Lo Lo Z U Q LEGEND EXISTING SIGN NEW SIGN 20 10 0 20 40 �i D OX NEW SIGN )'RT. W C) REL-X RELOCATED SIGN 0'RT. SCALE IN FEET om — _ \ REMOVE SIGN — \ z PROTECT SIGN _ _ _ _ _ _ — — —� m DETECTABLE U WARNING SURFACE N N `� D CHANNELIZATION NOTES ::j " OYELLOW PAINTED DOUBLE RIGHT OF WAY CENTERLLINE CEDAR AVE. WSDOT STD. O PLANEMLI 20.10E 03. N O2 YELLOW PAINTED CENTERLINERER J WSDOT STD. PLAN M-20.10-03. + CONSTRUCTION BASELINE 27+00 OTWO-WAYAINTED & .6+00 LEFT-TURNPASS M CENTERLINE, PER WSDOT STD. � PLAN M-20.10-03. BUS PULLOUT m M H •ti a.. ti•r 4 WHITE PAINTED SOLID LANE LINE, m 4" WIDE PER WSDOT STD. PLAN y. REL-5 REL-6 O OWHITE PAINTED CROSSWALK REL-9 REL-7 LINES, PER WSDOT STD. PLAN _ _�` FROM 29+31.63, 28.19'RT. M-15.10-01. OWHITE PLASTIC STOP LINE, 18" S11A. 28+66.04 5 1 1 BEGIN 01T. END 16.41T. 4 WIDE, PER WSDOT STD. PLAN � MULTI —USE PATH CL 5 BEGIN 22'RT. 5 END 22'RT. END 10.1'RT. M-24.60-04 mBEGIN 7 10 EN,D OLINEEPERINTED WSDOT STDDP PLAN END 0'LT. 1 1 BEGIN 0'LT. 16'RT. 16 RT. END 0.6 LT. 1 M-20.10-03. Q GO 11 MATCH EXIST w o N 8 I- J'Not CD 0)c0 N W" ------- ++ — --- � Ln Cn ARIGHT OF WAY CENTERLLINE CEDAR AVE. N z CONSTRUCTION BASELINE O CEDAR AVE. Q 8+00 29+00 4' Ljj w. I z_ .. .. 6 .. . �x 4 •e, J 7 Q 15 `` `':I ° 0 0 ►- R-5 REL-9 TO 27+29+80, 32' RT. DESIGNED BY: J. WAYAND DATE I REVISION I DATE I BY I JEFFERSON COUNTY ENGINEER APPROVAL DATE °- + STA. 29+65.07 LIBRARY ENTRANCI R NI 111111 MR LIBRARY ENTRANCE O / SON COG w ,. _ JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 9S$Ij GC" o — u STRIPE O + GENERAL NOTES c� r7 1OCHANNELIZATION OFFSET DISTANCES ARE MEASURED FROM OF WAY CENTERLLINE " THE RIGHT OF WAY CENTERLINE. p STATIONING IS BASED ON THE CONSTRUCTION BASELINE. D0 _ �_ `3Q� MARKINGTION BE APPROVED BY -'I �+ - —00 ENGINEER PRIOR TO APPLICATION. GALL CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES AS SHOWN ON THE PLANS, PER WSDOT STD. PLAN F-45.10-02. O4 ALL PLASTIC LINES AND SYMBOLS SHALL BE TYPE B - PRE -FORMED FUSED THERMOPLASTIC. OSEE SHEET CH8 FOR SIGN SPECIFICATIONS. SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS CH4 COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 SHEEr JEFFERSON COUNTY, WASH. 31 CEDAR AVENUE CHANNELIZATION AND SIGNING PLAN 0' 42 STA. 26+36 TO STA. 30+50 slims I I Q I 20 10 0 20 40 I — — — SCALE IN FEET I � � I ASPHALT PARKING LOT � s I 1 I� 1 1 + 0 0 LANDSCAPED — — _ _ISLAND CONSTRUCTION BASELINE ---- SOUTH LIBRARY SIDEWALK I EXISTING 7-7, CONC. SIDEWALK �I PARKING U z 0 v LEGEND EXISTING SIGN T NEW SIGN G NEW SIGN REL—X RELOCATED SIGN R—X REMOVE SIGN ❑P PROTECT SIGN DETECTABLE WARNING SURFACE CHANNELIZATION NOTES OYELLOW PAINTED DOUBLE CENTERLINE, PER WSDOT STD. PLAN M-20.10-03. GYELLOW PAINTED CENTERLINERER WSDOT STD. PLAN M-20.10-03. GYELLOW PAINTED NO —PASS & TWO—WAY LEFT —TURN CENTERLINE, PER WSDOT STD. PLAN M-20.10-03. GWHITE PAINTED SOLID LANE LINE, 4' WIDE, PER WSDOT STD. PLAN M-20.10-03. GWHITE PAINTED CROSSWALK LINES, PER WSDOT STD. PLAN M-15.10-01. OWHITE PLASTIC STOP LINE, 18" WIDE, PER WSDOT STD. PLAN M-24.60-04 OWHITE PAINTED DOTTED LANE LINE, PER WSDOT STD. PLAN M-20.10-03. GENERAL NOTES OCHANNELIZATION OFFSET DISTANCES ARE MEASURED FROM THE RIGHT OF WAY CENTERLINE. STATIONING IS BASED ON THE CONSTRUCTION BASELINE. OCHANNELIZATION MARKING LOCATIONS TO BE APPROVED BY ENGINEER PRIOR TO APPLICATION. GALL CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES AS SHOWN ON THE PLANS, PER WSDOT STD. PLAN F-45.10-02. GALL PLASTIC LINES AND SYMBOLS SHALL BE TYPE B — PRE —FORMED FUSED THERMOPLASTIC. OSEE SHEET CH8 FOR SIGN SPECIFICATIONS. JEFFERSON COUNTY ENGINEER APPROVAL DATE ¢SON Co wF� � ,. _ JEFFERSON COUNTY , ' DEPARTMENT OF PUBLIC WORKS �qs �o� A�iN SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD N0. 637109 JEFFERSON COUNTY, WASH. CH5 DESIGNED BY: J. WAYAND 6 10 2021 DRAFTED BY: J. WAYAND s 10 2021 CHECKED BY: E. KUZMA 6 10 2021 PROD. ENGR.: J. WAYAND se¢r 32 ol a2 slims DATE REVISION DATE BY SOUTH LIBRARY SIDEWALK CHANNELIZATION AND SIGNING PLAN STA. 110+00 TO STA. 11+30 W m Q W W cn O O N z O Q W _z J U Q DESIGNED BY: J. WAYAND Ld z_ J LLJ (n m z O F_ W U =)Q u< Q O PSI U U ;r.. JEFFERSON COUNTY LIBRARY CHIMACUM SCHOOL DISTRICT D o D ° 20 10 0 20 40 I K D SCALE IN FEET n r Z M r O 3 2:. D ................ O z ',. .. ......... .............: CA s. .: o ::::::: ::::•:::•::::•:::::::r'.:•::::::::::..........:... :::....::::: :::::::::..::.:.::.:.:.::.:::::::::::::::::::.....:::.....:::::::.... 9�` ...:::::::::::................. r T 1% i '•' •J DATE I REVISION I DATE I BY I JEFFERSON COUNTY ENGINEER APPROVAL DATE N CONSTRUCTION CENTERLINE + O MULTI -USE PATH o _¢SON CoG w �� 1 .. 9SHING�O JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS I� M M W M F— O LEGEND EXISTING SIGN T NEW SIGN O NEW SIGN REL-X RELOCATED SIGN R-X REMOVE SIGN ❑P PROTECT SIGN DETECTABLE WARNING SURFACE CHANNELIZATION NOTES OYELLOW PAINTED DOUBLE CENTERLINE, PER WSDOT STD. PLAN M-20.10-03. OYELLOW PAINTED CENTERLINERER WSDOT STD. PLAN M-20.10-03. OYELLOW PAINTED NO -PASS & TWO-WAY LEFT -TURN CENTERLINE, PER WSDOT STD. PLAN M-20.10-03. OWHITE PAINTED SOLID LANE LINE, 4' WIDE, PER WSDOT STD. PLAN M-20.10-03. OWHITE PAINTED CROSSWALK LINES, PER WSDOT STD. PLAN M-15.10-01. OWHITE PLASTIC STOP LINE, 18" WIDE, PER WSDOT STD. PLAN M-24.60-04 OWHITE PAINTED DOTTED LANE LINE, PER WSDOT STD. PLAN M-20.10-03. GENERAL NOTES 10CHANNELIZATION OFFSET DISTANCES ARE MEASURED FROM THE RIGHT OF WAY CENTERLINE. STATIONING IS BASED ON THE CONSTRUCTION BASELINE. OCHANNELIZATION MARKING LOCATIONS TO BE APPROVED BY ENGINEER PRIOR TO APPLICATION. GALL CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES AS SHOWN ON THE PLANS, PER WSDOT STD. PLAN F-45.10-02. GALL PLASTIC LINES AND SYMBOLS SHALL BE TYPE B - PRE -FORMED FUSED THERMOPLASTIC. 05 SEE SHEET CH8 FOR SIGN SPECIFICATIONS. SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. MULTI -USE PATH CHANNELIZATION AND SIGNING PLAN STA. 30+00. TO STA. 34+25 CH6 SH¢r 33 OF 42 SHEETS LEGEND EXISTING SIGN T NEW SIGN O NEW SIGN REL—X RELOCATED SIGN R—X REMOVE SIGN PROTECT SIGN DETECTABLE WARNING SURFACE CHANNELIZATION NOTES OYELLOW PAINTED DOUBLE CENTERLINE, PER WSDOT STD. PLAN M-20.10-03. OYELLOW PAINTED CENTERLINERER WSDOT STD. PLAN M-20.10-03. OYELLOW PAINTED NO —PASS & TWO—WAY LEFT —TURN CENTERLINE, PER WSDOT STD. PLAN M-20.10-03. OWHITE PAINTED SOLID LANE LINE, 4' WIDE, PER WSDOT STD. PLAN M-20.10-03. OWHITE PAINTED CROSSWALK LINES, PER WSDOT STD. PLAN M-15.10-01. OWHITE PLASTIC STOP LINE, 18" WIDE, PER WSDOT STD. PLAN M-24.60-04 OWHITE PAINTED DOTTED LANE LINE, PER WSDOT STD. PLAN M-20.10-03. GENERAL NOTES OCHANNELIZATION OFFSET DISTANCES ARE MEASURED FROM THE RIGHT OF WAY CENTERLINE. STATIONING IS BASED ON THE CONSTRUCTION BASELINE. OCHANNELIZATION MARKING LOCATIONS TO BE APPROVED BY ENGINEER PRIOR TO APPLICATION. GALL CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES AS SHOWN ON THE PLANS, PER WSDOT STD. PLAN F-45.10-02. GALL PLASTIC LINES AND SYMBOLS SHALL BE TYPE B — PRE —FORMED FUSED THERMOPLASTIC. 55 SEE SHEET CH8 FOR SIGN SPECIFICATIONS. ¢SON Co SR 116 AND CEDAR AVENUE DESIGNED BY: J. WAYAND 6 10 2021 G�� PEDESTRIAN/BIKE IMPROVEMENTS CH7 DRAFTED BY: J. WAYAND s 10 2021 w�� ,. _ JEFFERSON COUNTY , COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 CHECKED BY: E. KUZMA 6 10 2021 PROD. ENGR.: J. WAYAND ' DEPARTMENT OF PUBLIC WORKS JEFFERSON COUNTY, WASH. se¢r 34 MULTI —USE PATH CHANNELIZATION AND SIGNING PLAN OF 42 DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE "co 9SH�INC3STA. 34+26 TO STA. 36+97EM SIGN SPECIFICATIONS ROADSIDE SIGN STRUCTURES NEW SIGN SPECIFICATIONS SIGN NO. SIGN CODE NUMBER SIGN DESCRIPTION LOCATION (STATION NO.) SIGN SIZE SHEETING TYPE LETTER SIZE OR CODE POST MATERIAL POST SIZE (INCH x INCH) POST LENGTH CLEARANCE REMARKS X (INCH) Y (INCH) H 1 V W 1 W11-15 BICYCLE PEDESTRIAN 9+75, 18' RT. 30 30 VIII OR IX STANDARD STEEL 2.5"x2.5" 12' 7' 7' "W" FROM EDGE TRAVELED WAY EDGE VEHICLE LANE 2 R3-17P AHEAD ----- 24 8 VIII OR IX STANDARD ----- ----- --- 5' ----- "W" FROM EDGE TRAVELED WAY EDGE VEHICLE LANE 3 W14-701 LOW FLYING AIRCRAFT 22+22, 29' RT. 30 30 VIII OR IX STANDARD ----- ----- --- 7' 18, "W" FROM EDGE TRAVELED WAY EDGE VEHICLE LANE 4 R1-1 STOP 28+81, 24.0' RT. 18 18 VIII OR IX STANDARD ----- ----- --- 7' 8' "W" FROM FACE OF CURB 5 R1-1 STOP 30+04.5, 30.75' RT. 30 30 VIII OR IX STANDARD ----- ----- --- 7' 9.75' "W" FROM FACE OF CURB 6 W11-15 BICYCLE PEDESTRIAN 28+50, 24.0' RT. 30 30 WII OR IX STANDARD ----- ----- --- 7' 8' "W" FROM FACE OF CURB 7 W16-7PL DIAGONAL DOWNWARD LEFT ARROW ----- 24 12 VIII OR IX STANDARD ----- ----- --- 5' ----- "W" FROM FACE OF CURB 8 W11-15 BICYCLE PEDESTRIAN 28+72, 22.6' LT. 30 30 VIII OR IX STANDARD ----- ----- --- 7' 12' "W" FROM EDGE TRAVELED WAY EDGE VEHICLE LANE 9 W16-7PL DIAGONAL DOWNWARD LEFT ARROW ----- 24 12 WII OR IX STANDARD ----- ----- --- 5' ----- "W" FROM EDGE TRAVELED WAY EDGE VEHICLE LANE 10 W11-15 BICYCLE PEDESTRIAN 30+20, 22.8' LT. 30 30 VIII OR IX STANDARD ----- ----- --- 7' 12' "W" FROM EDGE TRAVELED WAY EDGE BICYCLE LANE 11 R3-17P AHEAD ----- 24 8 VIII OR IX STANDARD ----- ----- --- 5' ----- "W" FROM EDGE TRAVELED WAY EDGE BICYCLE LANE 12 W11-15 BICYCLE PEDESTRIAN 35+74, 8.25' LT. PATH 30 30 VIII OR IX STANDARD ----- ----- --- 7' 3.25' "W" FROM EDGE TRAVELED WAY EDGE BICYCLE LANE 13 W11-15 BICYCLE PEDESTRIAN 35+83.5, 8.25' RT. PATH 30 30 WII OR IX STANDARD ----- ----- --- 7' 3.25' "W" FROM EDGE TRAVELED WAY EDGE BICYCLE LANE 14 R3-17bP ENDS ----- PATH 24 8 VIII OR IX STANDARD ----- ----- --- 5' ----- "W" FROM EDGE TRAVELED WAY EDGE BICYCLE LANE 15 R5-3 NO MOTOR VEHICLES 28+58, 36' RT. PATH 24 24 VIII OR IX STANDARD ----- ----- --- 7' 20' "W" FROM EDGE FACE OF CURB NOTES: POST DIMENSIONS SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION. FOR MOUNTING DETAILS OF 2.5" SQUARE POSTS, SEE WSDOT STANDARD PLANS G-20.10-02 AND G-24.40-07. USE TYPE SB-1 STEEL SIGN SUPPORT. FOR MOUNTING DETAILS SEE WSDOT STANDARD PLAN G-20.10-02. FOR CODE REFERENCES SEE WASHINGTON STATE FABRICATION MANUAL. BAND MOUNT PER WSDOT STANDARD PLAN G-30.10-04. LOCATION STATIONING AND OFFSETS ARE BASED ON THE RIGHT OF WAY CENTERLINE. W11-15 AND W11-2 SIGNS AND THEIR AUXILIARY SIGNS SHALL HAVE FLUORESCENT YELLOW -GREEN BACKGROUNDS. ALL PERMANENT SIGNS SHALL BE INSPECTED BY WSDOT FABRICATIOI INSPECTION OFFICE AND DISPLAY A "FABRICATION APPROVED, SIGN INSPECTED" DECAL PER WSDOT STD. SPECS. 8-21.2. SIGN RELOCATION SPECIFICATIONS SIGN NO. SIGN CODE NUMBER SIGN DESCRIPTION EXISTING LOCATION PROPOSED LOCATION SIGN SIZE POST MATERIAL POST SIZE (INCH x INCH) POST LENGTH CLEARANCE REMARKS X (INCH) Y (INCH) H 1 H 2 V W REL-1 R1-1 D3-1 STOP STREET NAME 10+23.09, 24.1' RT. 10+23, 25' RT. 30 6 30 24 STEEL 2.5%2.5" 12' --- 7' 14' "W" FROM EDGE TRAVELED WAY EDGE VEHICLE LANE REL-2 CUSTOM JEFFERSON TRANSIT BUS STOP 10+28.88, 20.69' RT. 10+29, 24.5' RT. 12 18 ----- ----- --- --- 7' 13.5' "W" FROM EDGE TRAVELED WAY EDGE VEHICLE LANE REL-3 Ri-1 STOP 21+37.15, 24.8' RT. 21+38.5, 24' RT. 30 30 ----- ----- --- --- 7' 13' "W" FROM EDGE TRAVELED WAY EDGE VEHICLE LANE REL-4 I W11-2 W16-9P PEDESTRIAN AHEAD 24+02.88, 23.22' RT. 24+03, 29.25' RT. 30 24 30 8 ----- ----- --- --- 7' 18.25' "W" FROM EDGE TRAVELED WAY EDGE VEHICLE LANE REL-5 W3-1 STOP AHEAD 26+11.52, 23.60' RT. 26+12, 30.50' RT. 30 30 ----- ----- --- --- 7' 9.25' "W" FROM FACE OF CURB REL-6 CUSTOM STUDENT DROP OFF 27+23.50, 30.38' RT. 26+30, 30.65' RT. 12 18 ----- ----- --- --- 7' 8.5' "W" FROM FACE OF CURB REL-7 CUSTOM STUDENT DROP OFF 27+91.75, 30.53' RT. 27+10, 32.5' RT. 12 18 ----- ----- --- --- 7' 8.5' "W" FROM FACE OF CURB REL-8 CUSTOM STUDENT DROP OFF 28+56.96, 31.30' RT. 28+00, 28.27' RT. 12 18 ----- ----- --- --- 7' 8.5' "W" FROM FACE OF CURB REL-9 CUSTOM JEFFERSON TRANSIT BUS STOP 29+31.63, 28.19' RT. 27+29.80, 32' RT. 12 18 ----- ----- --- --- 7' 8' "W" FROM FACE OF CURB NOTES: EXISTING SIGN LOCATIONS ARE APPROXIMATE ONLY. POST DIMENSIONS SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION. EXISTING WOOD SIGN POSTS SHALL BE REMOVED AND REPLACED WITH NEW STEEL SIGN POSTS. FOR MOUNTING DETAILS OF 2.5" SQUARE POSTS, SEE WSDOT STANDARD PLANS G-20.10-02 AND G-24.40-07. USE TYPE SB-1 STEEL SIGN SUPPORT. FOR MOUNTING DETAILS SEE WSDOT STANDARD PLAN G-20.10-02. FOR CODE REFERENCES SEE WASHINGTON STATE FABRICATION MANUAL. LOCATION STATIONING AND OFFSETS ARE BASED ON THE RIGHT OF WAY CENTERLINE. SIGN REMOVAL SPECIFICATIONS SIGN NO. SIGN CODE NUMBER SIGN DESCRIPTION LOCATION (STATION NO.) SIGN SIZE POST MATERIAL POST SIZE (INCH x INCH) REMARKS X (INCH) Y (INCH) R-5 CUSTOM SERVICE VEHICLES ONLY 28+87.32, 36.76' RT. PATH 12 18 WOOD 4" x 4" REMOVE AND PROVIDE TO ENGINEER SIGN PROTECTION SPECIFICATIONS SIGN NO. SIGN CODE NUMBER SIGN DESCRIPTION LOCATION (STATION NO.) SIGN SIZE POST MATERIAL POST SIZE (INCH x INCH) REMARKS X (INCH) Y (INCH) P1 D3-1 STREET NAME PRIVATE 13+28.33, 22.33' RT. 24 6 WOOD 4" x 4" PROTECT EXISTING SIGN IN PLACE JEFFERSON COUNTY ENGINEER APPROVAL DATE ,SON Co w�� G�� ,. _ JEFFERSON COUNTY , ' DEPARTMENT OF PUBLIC WORKS 9SFjING"co �— SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 JEFFERSON COUNTY, WASH. CH8 DESIGNED BY: J. WAYAND 6 10 2021 DRAFTED BY: J. WAYAND s 10 2021 CHECKED BY: E. KUZMA 6 10 2021 PROD. ENGR.: J. WAYAND se¢r 35 42 DATE REVISION DATE BY SIGN SPECIFICATIONS CEDAR AVE. and MULTI -USE PATH SECTION 2, T. 29 N., R. 1 W., W.M. DUAL -FACED SIGN LEGEND I RRFB 20 10 0 20 40 CE) SIGN NOTE EXISTING SIGN & POST SCALE IN FEET SIGN REMOVAL NOTE NEW RECTANGULAR RAPID FLASHING CHIMACUM CREEK CHIMACUM CREEK BEACON ASSEMBLY SCHOOL SIGN. I PRIMARY SCHOOL 1: .::; WITH NEW SIGNS WSDOT MON. BRASS CAP l ENTRANCE STAMPED: 2018 NESS STOP W L W L W L'' \..:.s . CORNER", IN CONCRETE / Yo �O R/W 6'' v a c SIDEWALK. R W ° v — ° a EXISTING a. 0 0 SIDEWALK r: .: o 0 0 ° a •:� ' �Y. AC L � SPACE; C E a v v FG — — — — — — — 3 EXISTING DETECTABLE R-1 WARNING SURFACE \ �PED.SCHOOL I \ \ �v A \ � XING � , � 8 , � \ ° RRFB WITH ROT TE _ i \ Ir PUSHBUTTON. SEE NORTH Y 5.5"' CENTER 0 RRFB DETAIL a IV - FOG TO FOG STRIPE 3:RIGHT OFF WAY CENTERLINE 0 � F'r/S EDGE OF CLEAR s62°55'09"w � _ _ _ _ _ _ — — — — — tLIN �B��24'X24" •ATCH BASIN TYPE 1 CENTER RB RRFB FOUNDATION SR 116 (NESS CORNER ROAD) RlM ELEV=90.52 0 STRIPE o INV. 12" CMP(W)=88.77 NEW DETECTABLE\ SEE SOUTH FOG STRIPE — — — I WARNING SURFA E 0 RRFB DETAIL NORTH RRFB DETAIL SCALE r — — T T T� \ £T T �,,�e,a, 1 �}iL1— dt�B d,H❑ � anu T T T T T T T .:< .::, >.::.:.:....; CROSSWALK 4.5 \ T: T STOP BAR BUS FENCE A�NF \�3 -4 _ i LANDSCAPING STOP 1 ?& \SCHOO DUAL-FACED R/W _ _ CHIMACUM CREEK LAND PING I PED.ING ® F7 RRFB T T EDGE ROAD PAVEMENT ESTATES SIGN I STOP 7 o �o _— - _ - T - T GENERAL NOTES: Y ,, ChF I / oo o°o°°.°o)o°o°o°°°.° 1.W11-501"CROSS TRAFFIC MAY NOT STOP USE�6'W °°o°o°�°°°�o� W 6'CAUTION WHEN CROSSING" NEW SIGN NOS. 3 . AND 9) AND R10-25 "PEDESTRIAN n'Q� /�24"X24" PUSHBUTTON" (NEW SIGN NOS. 4 AND 10) I POWER VAULT ti CLEAR SPACE SIGN GRAPHICS NOT SHOWN THIS SHEET, SEE — — DETAIL ON SHEET CH10. ? I 48�, --I. RRFB FOUNDATION 2. EXISTING ADVANCE CIRCULAR BEACON, V I I MB . "SCHOOL", AND "SPEED LIMIT 20 WHEN _ �WAL FLASHING" SIGNS LOCATED 300' WESTERLY AND I I I T T _EDGE_,gSpHgL.r 320' EASTERLY OF CROSSWALK ALONG SR 116. I =—.— _ T . _ T T 3. SEE SHEET CH10 FOR RRFB DETAILS AND I V I I Og 12 y SHEET CH11 FOR SIGN SPECIFICATIONS. SOUTH RRFB DETAIL 2 SCALE 1"=5' DESIGNED BY: J. WAYAND 6 10 2021 SON Co SR 116 AND CEDAR AVENUE DRAFTED BY: J. WAYAND s 10 2021 ��� G�� PEDESTRIAN/BIKE IMPROVEMENTS CH9 CHECKED BY: E. KUZMA 6 10 2021 ,. _ JEFFERSON COUNTY COUNTY ROAD PROJECT 1802057 PROD. ENGR.: J. WAYAND , ' DEPARTMENT OF PUBLIC WORKS COUNTY ROAD NO. 637109 se¢r JEFFERSON COUNTY, WASH. 36 ~ RECTANGULAR RAPID FLASHING BEACON PLAN °` 42 DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE 9SH�IN SR 116 / CHIMACUM CREEK PRIMARY SCHOOL INTERSECTION slims SOLAR PANEL MECHANICALLY SECURED POLE CAP CONTROLLER CABINET ENCLOSURE RECTANGULAR RAPID FLASHING BEACON, DUAL -FACED - APPROX. 24" x 4" x1 2" SIGN S1-1 — 36" x 36" SIGN W16-7PR — 30" x 18" SIGN W11-501 — 12" x 12" TYPE FB SIGNAL STANDARD (SEE NOTE 3) PEDESTRIAN PUSHBUTTON AND R10-25 SIGN ASSEMBLY —9"x12" (SEE NOTE 1) USE DETAILS ABOVE MATCHLINE FOR SIDE ELEVATION VIEWS SLIP BASE AND SQUARE CONCRETE FOUNDATION (SEE NOTES 2 & 4) JSF AB-9407 FRONT ELEVATION VIEW SOLAR PANEL RECTANGULAR RAPID FLASHING BEACON, DUAL -FACED SIGN S1-1 36"X36" WINDBEAM (TYP.) SIGN W16-7PR SIGN W11-501- MOUNTING BRACKET AND STEEL STRAP (TYP.) (SEE NOTE 5) PEDESTRIAN PUSHBUTTON AND R10-25 SIGN ASSEMBLY MATCHLINE _U I _ NOTES 1. PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY - MAY BE SEPARATE PARTS. CONTROL CABINET USE 9" X 12" R10-25 SIGN IN ACCORD - ENCLOSURE ANCE WITH 2O09 MUTCD. SIGN MAY INCLUDE (SEE NOTE 7) INTEGRATED WARNING LIGHTS. SIGN S1-1 36"X36" SIGN W16-7PL SIDE ELEVATION VIEW FFIC SIDE rk�'[ � I PUSH BUTTON TO CROSS TRAFFIC TURN ON MAY NOT STOP WARNING USE CAUTION LIGHTS WHEN CROSSING R10-25 W 11-501 (9" x 12") (12" x 12") LETTERS -1" C PEDESTRIAN SYMBOL HEIGHT - 4" (IN) LEGEND -BLACK BICYCLE SYMBOL HEIGHT - 3" (IN) BACKGROUND - WHITE LETTERS - 1" C LEGEND - BLACK BACKGROUND -YELLOW RECTANGULAR RAPID FLASHING BEACON - DUAL FACE SR 116 AND CHIMACUM CREEK PRIMARY SCHOOL INTERSECTION N.T.S. 2. SEE STANDARD PLAN J-21.10-04 FOR SIGNAL STANDARD FOUNDATION WITH FIXED BASE AND SLIP BASE DETAILS. 3. SEE STANDARD PLAN J-21.16-01 FOR SIGNAL STANDARD DETAILS NOT SHOWN. 4. SEE STANDARD PLAN J-21.17-01, DETAIL C FOR WIRING DETAILS NOT SHOWN. 5. SEE STANDARD PLAN G-30.10-04 FOR SIGN INSTALLATION ON SIGNAL STANDARD DETAILS. 6. TERMINATE RRFB CONNECTIONS PER MANU- FACTURER'S RECOMMENDATION. 7. CONTROL CABINET ENCLOSURE SHALL BE SIZED BY THE RRFB MANUFACTURER. THE CONTROL CABINET SHALL BE MANUFACTURED PER TERMINAL CABINET REQUIREMENTS OF STANDARD SPECIFICATION SECTION 9-29.25. 8. RRFB DISPLAYS SHALL BE LED TYPE MEETING THE INTENSITY REQUIREMENTS OF SAE J595 FOR CLASS 1 YELLOW, BUT SHALL NOT EXCEED 1000 CANDELAS DURING DAYLIGHT AND 500 CANDELAS AFTER DARK. 9. SEE SPECIAL PROVISION 8-20.1 AND 8-20.2 FOR RRFB SYSTEM REQUIREMENTS. 10. RECTANGULAR RAPID FLASHING BEACON ASSEMBLIES TO BE PROVIDED BY JEFFERSON COUNTY. 11. SEE SHEET CH11 FOR SIGN SPECIFICATIONS. ¢SON Co SR 116 AND CEDAR AVENUE DESIGNED BY: J. WAYAND 6 10 2021 G�� PEDESTRIAN/BIKE IMPROVEMENTS CH10 DRAFTED BY: J. WAYAND s 10 2021 w�� ,. _ JEFFERSON COUNTY , COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 CHECKED BY: E. KUZMA 6 10 2021 PROD. ENGR.: J. WAYAND ' DEPARTMENT OF PUBLIC WORKS JEFFERSON COUNTY, WASH. Sx¢r 37 RECTANGULAR RAPID FLASHING BEACON ASSEMBLY DETAIL OF 42 DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE "co 9SH�INC3SR 116 / CHIMACUM CREEK PRIMARY SCHOOL INTERSECTION Sews RECTANGULAR RAPID FLASHING BEACONS SIGN SPECIFICATIONS ROADSIDE SIGN STRUCTURES NEW SIGN SPECIFICATIONS SIGN NO. SIGN CODE NUMBER SIGN DESCRIPTION LOCATION (STATION NO.) SIGN SIZE SHEETING TYPE LETTER SIZE OR CODE POST MATERIAL POLE SIZE POST LENGTH CLEARANCE REMARKS X (INCH) Y (INCH) H 1 V W 1 S1-1 SCHOOL PEDESTRIAN CROSSING 25.50' NORTH OF SR 116 R CL 36 36 VIII OR IX STANDARD STEEL TYPE FB SIG STD 15.0' 8.5' 5.5' MOUNT SIGN ON NEW RRFB POLE FACING WEST 2 W16-7PR DIAGONAL DOWNWARD RIGHT ARROW ----- 30 18 VIII OR IX STANDARD -- - ----- --- 7' MOUNT SIGN BELOW SIGN 1 3 W11-501 CROSS TRAFFIC MAY NOT STOP USE CAUTION WHEN CROSSING ----- 12 12 VIII OR IX STANDARD ---- ----- --- 5' 1 MOUNT SIGN BELOW SIGN 2 4 RIO-25 PUSH BUTTON TO TURN ON WARNING LIGHTS ----- 9 12 VIII OR IX STANDARD ----- ----- --- 3' r MOUNT SIGN BELOW SIGN 3 5 S11-1 SCHOOL PEDESTRIAN CROSSING 25.50' NORTH OF SR 116 R CL 36 36 VIII OR IX STANDARD STEEL ----- --- 8.5' 5.5' MOUNT SIGN ON NEW RRFB POLE FACING EAST 6 W16-7PL DIAGONAL DOWNWARD LEFT ARROW ----- 30 18 VIII OR IX STANDARD MOUNT SIGN BELOW SIGN 5 7 S1-1 SCHOOL PEDESTRIAN CROSSING 25.80' SOUTH OF SR 116 R W CL 36 36 VIII OR IX STANDARD STEEL TYPE FB SIG STD 15.0' 8.5' 12' MOUNT SIGN ON NEW RRFB POLE FACING WEST 8 W16-7PL DIAGONAL DOWNWARD LEFT ARROW ------ 30 18 VIII OR IX STANDARD ----- ----- ---- 7' MOUNT SIGN BELOW SIGN 7 9 W11-501 CROSS TRAFFIC MAY NOT STOP USE CAUTION WHEN CROSSING -------- 12 12 VIII OR IX STANDARD - - ----- --- 5' MOUNT SIGN BELOW SIGN 8 10 R10-25 PUSH BUTTON TO TURN ON WARNING LIGHTS -- 9 12 VIII OR IX STANDARD -- - --- --- 3' 6" MOUNT SIGN BELOW SIGN 9 11 S1-1 SCHOOL PEDESTRIAN CROSSING 25.80' SOUTH OF SR 116 R W CL 36 36 VIII OR IX STANDARD ----- ----- - - 8.5' 12' MOUNT SIGN ON NEW RRFB POLE FACING EAST 12 W16-7PR DIAGONAL DOWNWARD RIGHT ARROW ----- 30 18 VIII OR IX STANDARD ----- --- --- 7' MOUNT SIGN BELOW SIGN 11 5' NOTES: FOR TYPE FB POLE SIZE, SEE WSDOT STD. PLAN J-21.10-04. FOR SIGN MOUNTING DEETAILS SEE SHEET CH10 AND STD. PLAN G-30.10-04. FOR CODE REFERENCES SEE WASHINGTON STATE FABRICATION MANUAL. S1-1, W16-7PR, AND W16-7PL SIGNS SHALL HAVE FLUORESCENT YELLOW -GREEN BACKGROUNDS. ALL PERMANENT SIGNS SHALL BE INSPECTED BY THE WSDOT FABRICATION INSPECTION OFFICE AND DISPLAY A "FABRICATION APPROVED, SIGN INSPECTED" DECAL PER WSDOT STD. SPECS. B-21.2. RECTANGULAR RAPID FLASHING BEACON ASSEMBLIES TO BE PROVIDED BY JEFFERSON COUNTY. SIGNS TO BE PROVIDED BY CONTRACTOR. SIGN REMOVAL SPECIFICATIONS SIGN NO. SIGN CODE NUMBER SIGN DESCRIPTION EXISTING LOCATION SIGN SIZE POST MATERIAL POST SIZE (INCH x INCH) POST LENGTH CLEARANCE REMARKS X (INCH) Y (INCH) H 1 H 2 V W R-1 S1-1 SCHOOL PEDESTRIAN CROSSING 28.45' NORTH OF SR 116 R CL 36 36 STEEL 25" X 2.5' SALVAGE SIGN, DISPOSE OF POST, SEE SPECIAL PROVISIONS. R-2 W16-7PL DIAGONAL DOWNWARD LEFT ARROW ----- 30 18 --�— ----- --- R-3 S1-1 SCHOOL PEDESTRIAN CROSSING 31.09' SOUTH OF SR 116 R CL 36 36 STEEL 25" X 2.5" SALVAGE SIGN, DISPOSE OF POST, SEE SPECIAL PROVISIONS. R-4 I W16-7PL I DIAGONAL DOWNWARD LEFT ARROW ----- 1 30 18 ----- ----- -- NOTES: EXISTING SIGN LOCATIONS ARE APPROXIMATE ONLY. Air F F CLSON Co SR 118 AND CEDAR AVENUE DESIGNED BY: J. WAYAND s 10 2021 s C�4 4i. �E. PEDESTRIAN/BIKE IMPROVEMENTS DRAFTED BY: J. WAYAND 6 10 2021 �' EL, t JEFFERSON COUNTY COUNTY ROAD PROJECT 1802057 Cil" 111 CHECKED BY; E. KUZMA 6 10 2021 AL- PROJ. ENGR.: J. WAYAND f} Iy l� , DEPARTMENT OF PUBUC WORKS COUNTY ROAD U 637109 "j JEFFERSON COUNTY WASH. 38 DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER AP ROVAL LATE SrffNCiC0t' SIGN SPECIFICATIONS 42 CMAR AVIE and OR 11Q / CHMACUM CFAM PF MARY SCHOOL NTE'RSECTK)N sms NOTES: 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. 5. SIGN SEQUENCE IS THE SAME FOR BOTH DIRECTIONS OF TRAVEL ON THE ROADWAY. 6. SEE STD. SPECIFICTION 1-10.3(3)A FOR REQUIREMENTS SHOULD SIGNS BE PLACED FOR LONGER THAN 3 DAYS. 7. CLASS A SIGNS ARE POST MOUNTED. CLASS B SIGNS ARE TRI-POD MOUNTED. 8" o CL ~ <g8" ULu LU o O OLo o W 30" 1 48" o' d o M a z CEDAR AVE 18"T END 24" RDAD WOR z Q 0 LLJ G20-2A w W m W16-8P x CLASS CLASS A x x x CEDAR AVENUE cn 48" ROAD V W20-1 30" CEDAR AVE 18"' W16-8P CLASS A 8. THE CONTRACTOR SHALL REQUEST UTILITIES LOCATION FROM THE "UTILITIES UNDERGROUND LOCATION CENTER" 811, FOR ALL POST MOUNTED CONSTRUCTION SIGN LOCATIONS. NO POST MOUNTED SIGNS SHALL BE INSTALLED UNTIL UTILITIES LOCATIONS HAVE BEEN VERIFIED. L- 9. ADVANCE WARNING TRAFFIC CONTROL SIGNS SHALL BE IN PLACE PRIOR TO ALL OTHER CONSTRUCTION ACTIVITIES. 10. INSTALL TEMPORARY PAVEMENT MARKING AS NEEDED AND WITH THE APPROVAL OF THE ENGINEER. 11. SEE STD. SPECIFICATIONS 1-07.23(1) FOR DROP OFF PROTECTION REQUIRMENTS. 12. REVISIONS TO THE TRAFFIC CONTROL PLANS SHALL BE APPROVED BY THE ENGINEER. 13. SEE STD. PLAN K-80.10-00 FOR CONSTRUCTION SIGN INSTALLATION REQUIREMENTS. 14. MOTORCYCLES USE EXTREME CAUTION SIGNS (W21-1701) SHALL BE INSTALLED WHEN THE FOLLOWING CONDITIONS EXIST: - ABRUPT LANE EDGE - STEEL PLATES - LOOSE GRAVEL OR EARTH - GROOVED PAVEMENT SEE WAC 468-95-305 MOTORCYCLE CONSTRUCTION WARNING SIGN PURSUANT TO RCW 47.36.200. x ROAD EL ABRUPT WORK usEEXTREME LANE HEA CAUTION EDGE a8" 48" 48" W20-1 W21-1701 W21-801 CLASS A CLASS A CLASS A CEDAR AVENUE 48" 1 1 8" ONE LANE ROAD AHEAD 48 48 W20-4 W20-7A CLASS B CLASS B LEGEND 50' TO 100' 6 DEVICE MIN. 50' TO 100' 6 DEVICE MIN. D D O- AREA ® I n o n x 10 TC T 300' QI O FLAGGING STATION a CONSTRUCTION SIGN LOCATION - CLASS B CONSTRUCTION SIGN LOCATION - CLASS A O CHANNELIZING DEVICES PROTECTIVE VEHICLE x W20-7A CLASS B UI z ONE LAN U ROAD LU AHEAD � 48" LU I x W20-4 zCLASS B k 48" J ROAD WORK HEA 48' W20-1 CLASS A ALTERNATING ONE-WAY TRAFFIC FLAGGER CONTROLLED NOT TO SCALE N o �w o 8" 48" + Z w ABRUPT uOSET0E1(TYREME ROAD LANE WORK Q EDGE cnunoN HEA = 48" 48" 48" W21-801 CLASS A W21-1701 CLASS A W20-1 CLASS A 4� END ROAD WDR za" G20-2A CLASS A B" 8' . " ONE LANE,, ROAD AHEAD 46 48 W20-7A W20-4 CLASS B CLASS B -INTERSECTING ROADWAYS • HAYDEN STREET • 3RD STREET • 2ND STREET • 1ST STREET • MASON STREET CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 25/30 10 TO 20 40 SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' ± RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200' ± (2) URBAN STREETS 25 MPH OR LESS 100' ± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2�THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT OADWAY CONDITIONS. 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 - BUFFER VEHICLE 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. ¢SON Co SR 116 AND CEDAR AVENUE DESIGNED BY: J. WAYAND 6 10 2021 G�� PEDESTRIAN/BIKE IMPROVEMENTS TC1 DRAFTED BY: J. WAYAND s 10 2021 w�� ,. JEFFERSON COUNTY COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 CHECKED BY: E. KUZMA 6 10 2021 PROJ. ENGR.: J. WAYAND _ , ' DEPARTMENT OF PUBLIC WORKS JEFFERSON COUNTY, WASH. Se¢r 39 DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE 9SFI�INCl-'-o TRAFFIC CONTROL PLANS OF 42 SHEM DETOUR / I�B 30X24 / B/O — FOG LINE STRIPE CENTER LINE STRIPE—T FOG LINE STRIPE SHOULDER CLOSED AHEAD CROSS \ Sp-1 \ 24X12 B/W \ II W � SHOULADH ACCLOSED \ V /' "� Z USE THIS SIDE \ SP-4 — 24X12 Q I B/W = I FOG LINE STRIPE--' CEDAR AVE. IFOG LINE STRIPE 1 0 �00 ,WORK ZONE I SHOULDER CLOSED SP-2 / TYPICAL WORK ZONE 24X 12 PEDESTRIAN SIGNING SHOULDER CLOSED SP-2 24X12 J SHOULDER CLOSED I W Q- AHEAD cI W � ZUSE THIS SIDE �i SP-4 c `\ 24X12 B/W \ - A sro �HK ��_-- DETOUR SP-3 CENTER 3OX24 B/oCEDAR AVE. I 13+00 I HAYDEN STREET INTERSECTION TYPICAL FOH 3HD STHEET, 2ND STHEET, RST STHEET, •A• COURT, •B• COURT, AND •D• COURT INTERSECTIONS El C-- DETOUR — - ------ _ �— — _ —SP-3 — — — — — — — — ENTER LINE STRIP 30X24 FOG LINE STRIPE B/0 — — CEDAR AVE. WAY CENTERLL/NE - ---= ____- — — — — — ---- ---- FOG LINE STRIPE FOG LINE STRIPE ENTER LINE ST — — 21 +00 P STOP \ WI W SHOOLADHACCLOSED c~n I I JEFFERSON SIGN AND TRANSIT BUS IT PROVIDED POST TO BE BY JEFFERSON s�Fp �� 7 L I I STOP TRANSIT. CROSS HERE � OI Q I I _ 24X12 B/W SGAPING 12X18 COLOR DESIGNED BY: J. WAYAND MASON STREET INTERSECTION DATE I REVISION I DATE I BY I JEFFERSON COUNTY ENGINEER JEFFERSON TRANSIT TEMPORARY BUS STOP SON Co JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS c�^ APPROVAL DATE 9SFIING-'° LEGEND K CONSTRUCTION SIGN LOCATION - CLASS B CONSTRUCTION SIGN LOCATION - CLASS A ® TYPE 2 BARRICADE ® CHANNELIZING DEVICES EXISTING SIGN & POST ® WORK AREA NOTES: 1. SIGN COLORS ARE AS DESIGNATED. 2. SEE STD. SPECIFICTION 1-10.3(3)A FOR REQUIREMENTS SHOULD SIGNS BE PLACED FOR LONGER THAN 3 DAYS. 3. CLASS A SIGNS ARE POST MOUNTED. CLASS B SIGNS ARE TRI-POD MOUNTED. 4. THE CONTRACTOR SHALL REQUEST UTILITIES LOCATION FROM THE "UTILITIES UNDERGROUND LOCATION CENTER" 811, FOR ALL POST MOUNTED CONSTRUCTION SIGN LOCATIONS. 5. NO POST MOUNTED SIGNS SHALL BE INSTALLED UNTIL UTILITIES LOCATIONS HAVE BEEN VERIFIED. 6. ADVANCE WARNING TRAFFIC CONTROL SIGNS SHALL BE IN PLACE PRIOR TO ALL OTHER CONSTRUCTION ACTIVITIES. 7. INSTALL TEMPORARY PAVEMENT MARKING AS NEEDED AND WITH THE APPROVAL OF THE ENGINEER. 8. REVISIONS TO THE TRAFFIC CONTROL PLANS SHALL BE APPROVED BY THE ENGINEER. 9. SEE STD. PLAN K-80.10-00 FOR CONSTRUCTION SIGN INSTALLATION REQUIREMENTS. 10. ANY CONFLICTING EXISTING SIGNS SHALL BE COVERED, AS DETERMINED BY THE ENGINEER. 11. TYPICAL APPLICATIONS SHOWN. ADJUST SIGNS AND LOCATIONS TO FIT SITE CONDITIONS. 12. EXTEND AND /OR REDUCE SHOULDER CLOSURES AND WORK AREAS A NECESSARY. 13. MAINTAIN PEDESTRIAN AND BICYCLE ACCESS AT ALL TIMES. SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS TC2 COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 SHEET JEFFERSON COUNTY, WASH. 40 OF TRAFFIC CONTROL PLAN - PEDESTRIAN/BICYCLE 42 �. CEDAR AVE. 0 29+00 SERVICE ROAD CLOSED 0 PEDESTRIAN: AND BICYCLES SP-5 30X24 wyyIB�/W DETOUR THROUGH LIBRARY DRIVEWAY SP-6 30X24 B/O of 30+00 LIBRARY PEDESTRIAN \ 1 DETOUR ROUTE DETOUR \ � \ \� 300X2X2 4 B/O \ I LEGEND I4 CONSTRUCTION SIGN LOCATION - CLASS B CONSTRUCTION SIGN LOCATION - CLASS A ® TYPE 2 BARRICADE ® CHANNELIZING DEVICES EXISTING SIGN & POST ® WORK AREA NOTES: 1. SIGN COLORS ARE AS DESIGNATED. 2. SEE STD. SPECIFICTION 1-10.3(3)A FOR REQUIREMENTS SHOULD SIGNS BE PLACED FOR v LONGER THAN 3 DAYS. III �s o 3. CLASS A SIGNS ARE POST MOUNTED. CLASS B SIGNS ARE TRI-POD MOUNTED. } DETOUR / \ G C0 a �� / \ <Q�G 4. THE CONTRACTOR SHALL REQUEST UTILITIES LOCATION FROM THE "UTILITIES UNDERGROUND I J SP-3 \ 0 - x 3OX24 LOCATION CENTER" 811, FOR ALL POST MOUNTED II $ Z B/O \ CONSTRUCTION SIGN LOCATIONS. III \ N U II DETOUR \ 5. NO POST MOUNTED SIGNS SHALL BE INSTALLED \ UNTIL UTILITIES LOCATIONS HAVE BEEN VERIFIED. II w �� \ ui SP-3 6. ADVANCE WARNING TRAFFIC CONTROL SIGNS SHALL 3OX24 DETOUR BE IN PLACE PRIOR TO ALL OTHER CONSTRUCTION B/O �► ACTIVITIES. SP-3 \ 30X24 7. INSTALL TEMPORARY PAVEMENT MARKING AS \ NEEDED AND WITH THE APPROVAL OF THE ENGINEER. / 8. REVISIONS TO THE TRAFFIC CONTROL PLANS SHALL BE APPROVED BY THE ENGINEER. / \ 9. SEE STD. PLAN K-80.10-00 FOR CONSTRUCTION SIGN I SERVICE ROAD \ INSTALLATION REQUIREMENTS. \ \\\\ \RA\RY\ G GATE 10. ANY CONFLICTING EXISTING SIGNS SHALL BE EFFERSON COUNTY LIBsP-5 COVERED, AS DETERMINED BY THE ENGINEER. \ CHIMACUM SCHOOL DISTRICT 3OX24 B/W END 11. TYPICAL APPLICATIONS SHOWN. ADJUST SIGNS AND 0� \ A DETOUR DELOCATIONS TO FIT SITE CONDITIONS. y ` TOUR THROUGH RY GA 60 30 0 LIBRATE M4-8A 12. EXTEND AND /OR REDUCE SHOULDER CLOSURES �p� \ SP-g 2B4X108 AND WORK AREAS A NECESSARY. SCALE IN FEET �� \ a 3BXo4 SCHOOL PARKING LOT 13. MAINTAIN PEDESTRIAN AND BICYCLE ACCESS AT ALL PEDESTRIAN AND BICYCLE DETOUR THROUGH LIBRARY PROPERTY TO SCHOOL PROPERTY TIMES. DESIGNED BY: J. WAYAND 6 10 2021 SON COG�SR 116 AND CEDAR AVENUE DRAFTED BY: J. WAYAND s 10 2021 ��;� PEDESTRIAN/BIKE IMPROVEMENTS TC3 CHECKED BY: E. KUZMA 6 10 2021 ,. _ JEFFERSON COUNTY COUNTY ROAD PROJECT 1802057 PROD. ENGR.: J. WAYAND , ' DEPARTMENT OF PUBUC WORKS COUNTY ROAD NO. 637109 se¢r JEFFERSON COUNTY, WASH. 41 DATE REVISION DATE BY JEFFERSON COUNTY ENGINEER APPROVAL DATE LG9SH�IN� TRAFFIC CONTROL PLAN -PEDESTRIAN/BICYCLE 42 48" 48" 48" ' v"SHOULD E ROAD CHIMACUM CREEK WORK WORK 24 END PRMARY SCHOOL ;> $ HEA R()AD WOR ENTRANCE 48" 48" G20-2A ',, CLASS A R wJz R w cuss a cusss n t O': SCHOOL K PED. XING AIR • M o SR 116 (NESS' CORNER ROAD) Foc TRIP RIGHT OF WAY CENTERLINE o 40't £200't 60't 200't 200't 200'f 200'f 60'f 200'f 55'f O 50'f CENTER LINE STRIPE • • � • FOG TRIPE WORK — — — — — — AREA S70P BM BUS W \ STOP CE 2-1 SCHO(JL 48" 8" R/w I STOP PED. XING R/w 48OA WORK HOULD I Ld I1�JI Ll 24 ROADNWOR HEA I � I —j G20-2A 48" 48" — CLASS A W20-1 W21-5 U oo CLASS A CLASS B 40 20 0 40 80 SCALE IN FEET SHOULDER CLOSURE FOR RECTANGULAR RAPID FLASHING BEACON INSTALLATION CHANNELIZATION DEVICE SPACING FEET MPH TAPER TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 25/30 10 TO 20 40 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 - BUFFER VEHICLE 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. DESIGNED BY: J. WAYAND DATE REVISION SIGN SPACING = X 1 RURAL HIGHWAYS 60 / 65 MPH 800' t RURAL ROADS 45 / 55 MPH 500' t RURAL ROADS &URBAN ARTERIALS 35 / 40 MPH 350' t RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' t (2) URBAN STREETS 25 MPH OR LESS 100' f (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. DATE I BY I JEFFERSON COUNTY ENGINEER SON COG JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS c�^ APPROVAL DATE `9S11IN LEGEND b CONSTRUCTION SIGN LOCATION - CLASS B CONSTRUCTION SIGN LOCATION - CLASS A ® CHANNELIZING DEVICES PROTECTIVE VEHICLE EXISTING SIGN & POST # NEW RECTANGULAR RAPID FLASHING BEACON (RRFB) ASSEMBLY WITH NEW SIGNS ® WORK AREA NOTES: 1. ALL SIGNS ARE BLACK ON ORANGE. 2. SIGN SEQUENCE IS THE SAME FOR BOTH DIRECTIONS OF TRAVEL ON THE ROADWAY. 3. SEE STD. SPECIFICTION 1-10.3(3)A FOR REQUIREMENTS SHOULD SIGNS BE PLACED FOR LONGER THAN 3 DAYS. 4. CLASS A SIGNS ARE POST MOUNTED. CLASS B SIGNS ARE TRI-POD MOUNTED. 5. THE CONTRACTOR SHALL REQUEST UTILITIES LOCATION FROM THE "UTILITIES UNDERGROUND LOCATION CENTER" 811, FOR ALL POST MOUNTED CONSTRUCTION SIGN LOCATION; NO POST MOUNTED SIGNS SHALL BE INSTALLED UNTIL UTILITIE LOCATIONS HAVE BEEN VERIFIED. 6. ADVANCE WARNING TRAFFIC CONTROL SIGNS SHALL BE IN PLACE PRIOR TO ALL OTHER CONSTRUCTION ACTIVITIES. 7. INSTALL TEMPORARY PAVEMENT MARKING AS NEEDED AND WITH THE APPROVAL OF THE ENGINEER. 8. REVISIONS TO THE TRAFFIC CONTROL PLANS SHALL BE APPROVED BY THE ENGINEER. 9. SEE STD. PLAN K-80.10-00 FOR CONSTRUCTION SIGN INSTALLATION REQUIREMENTS. 10. POSTED SPEED IS 40 MPH AND 20 MPH DURING FLASHING BEACON OPERATION. SR 116 AND CEDAR AVENUE PEDESTRIAN/BIKE IMPROVEMENTS TC4 COUNTY ROAD PROJECT 1802057 COUNTY ROAD NO. 637109 SH JEFFERSON COUNTY, WASH. 42 CONTROL PLAN - RECTANGULAR RAPID FLASHING BEACON 0' 42 SR 116 / CHIMACUM CREEK PRIMARY SCHOOL INTERSECTION slims