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TCP Approved.pdf118 0 ui < LU 00 Z CO LU —p LLJ > WA, z 2o� ' o z O 3: 7R K < < uj N > 0 , W o z 0 z Lil U) I , z z < 0 z UJ 0 (D L x (15 < z 0 a_ LU L O c co LLJ CD C4 cum M> Am - LU IX 0 2'5 2 8 UL C 0 0 C6.r- 0>� Sr A r 0a 2 Oma 'D LCO, Iq 22) z a) '0-0 L "� za Oo 0 0x CD C'4 mo m r L LD 0 2= 16 E x z .0 ID X z < < E2 E o cm Cc AU < < my ..2 CL ca IS [2 CL 0 O TO ro C, 11 --ZZ --, Ub e6 0 m 2�0 < CL 2 0 0 �0 Z. w 15 ID 0, U) m UJ m o uj O VI > 0 < w o< > 1, Z E -, 2 (N u < < < < Z r0 V < < <=o n 0 U, 0 2: > < c"I z 2: < I C, > - I > C<WW u << LA LLJ z > <z— <u HW n C, > OV LU L, U� ow - >, w �Uw-j< Uj < - — — — — — — R'N E Z BAV CIVOITIN'd z I M I-- z z 0�— 0 z 37, < < < > mv) 118 BUFFER DATA TYPICAL PROTECTIVE VEHICLE WITH TMA (SEE NOTE 1) VEHICLE TYPE LOADED WEIGHT 4 YARD DUMP TRUCK, MINIMUM WEIGHT 15,000 LBS. SERVICE TRUCK (MAXIMUM WEIGHT SHALL BE FLAT BED ETC. IN ACCORDANCE VVTHMANU- soo'. FACTURER RECOMMENDATION) <,> ROLL AHEAD STOPPING DISTANCE= 30 FEET MIN. (DRY PAVEMENT ASSUMED) LONGITUDINAL BUFFER SPACE = B POSTED SPEED (MP') 125 1 , 45 Rsc.07�'-" , 55 1 60 1 65 LENGTH B (FEET) 1155 4i'e � 49515701645 W20 -7a LEGEND FREEWAYS & EXPRESSWAYS WORK LOCATION As PER 'T"11ORGD) CHANNELIZATION DEVICE 60/65 MPH SIGN LOCATION W20 PROTECTIVE/WORK VEHICLE soo'. EXISTING TRAFFIC FLOW 35140 MPH FLAGGING STATION A NO PARK BARRICADE 200'� (2) URBAN STREETS 25 MPH OR LESS 100'. (2) ALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. W20-4 W20 -7a SIGN SPACING = X (FEET) ( I ) LEGEND FREEWAYS & EXPRESSWAYS WORK LOCATION As PER 'T"11ORGD) CHANNELIZATION DEVICE 60/65 MPH SIGN LOCATION RURAL ROADS PROTECTIVE/WORK VEHICLE soo'. EXISTING TRAFFIC FLOW 35140 MPH FLAGGING STATION A NO PARK BARRICADE SIGN SPACING = X (FEET) ( I ) FREEWAYS & EXPRESSWAYS O MPH 55/70' As PER 'T"11ORGD) RURAL HIGHWAYS 60/65 MPH 800'. RURAL ROADS 45/55 MPH soo'. RURAL ROADS & URBAN ARTERIALS 35140 MPH 350't RURAL ROADS, URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 25130 MPH 200'� (2) URBAN STREETS 25 MPH OR LESS 100'. (2) ALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. NOT TO SCALE (1) All spacing may be adjusted to accommodate interchange ramps, EDMONDS,WA at -grade Intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. Call before you D;g 1-800-424-5555 UNDERGROUND SERVICE (USA) If you are digging deeper than 12 inches anywhere in the State of Washington, including on your own property, you must have your dig site reviewed for any underground utility lines. Call 2 business days before you plan on digging. WAC 19.122.030 During hours of darkness, FLAGGER stations shaill be illuminated without causing glare to the traveling public by using a portable light tower or approved alternative. (WAC 296-155-305) This plan reflects a flagging operation on west side of Railroad Ave. Phase 2 will be a flagging operation on east side of street using same sign and spacing specs. 50, MIN. 100' MAX. 6 DEVICE MIN, 28" Refl. Traffic Cone Shall maintain 11' min. lane width 100'MAX ADDTL NOTES: t 0 0 0 11 1 1 Lu GENERAL NOTES A 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF EDMONDS SPECS. 2. NOTIFY ALL LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. [_OPTIONAL) 3. THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDiliONS i 4. ALERT PUBLIC TRANSIT 5 DAYS IN ADVANCE CIF APPLICABLE). 5. PROTECTIVE VEHICLE RECOMMENDED -MAY BE A WORK VEHICLE. G. ALL SIGNS min. 48" X 48" B/O UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATIONDEVICES ARE 28" REFL. CONES. (Pee TABLE 1 for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND/OK DRIVEWAYS. 9. MIN. (2) FLAGGERS SHALL BE USED IN THIS OPERATION. IF SIDEWALK INCURSION NECESSARY, FLAGGERS CAN ASSIST PEDESTRIANS THROUGH THE WORK AREA X W20 7a X Tf(*W20-4 x ROAD .p WORK ® AHEAD W20-1 Traffic Control Supervise, 7raff Plan Designer =Q$ o dN p W ff1 .c co M p r d a U t� �� °1vi z 0 5 VS H � m a oW w � rn o m o u m O= c "^ m o J ^v o � EE H c m �" {I =orn �Aca �a d m c I � a �I H.,, 7eM U >. C1 � � � � n c " v, . o d Ql W O W v N d.� A O a N N N o a v � � Lna co. vaU wu oomio�T --�- � � o coy (D 3 Im g wLL o P r o E pow r WX. w j > O 8� m ;� E M W O z O LL j � m zLLI O w z HO 0 z `da a It Ea 3 -..ir (0) J U d w a �? 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LLo w LO¢B W �ew W �Ow. om d r O p .= Z � w Y 2 � a Or m r Y U r N Z r r a w w w SIGN SPACING zX (FEET) Il) FREEWAYS & EXPRESSWAYS EBRO MPH 150U�R)R AS PER MUTCD) RURAL HIGHWAYS 60165 MPH 809� RURAL ROADS 45156 MPH 600'� — EDMONDS, WA RURAL ROADS & URBAN ARTERIALS 35140 MPH 35D'i NJ RURAL ROADS, URBAN ARTERIALS 25/30 MPH 20Yd, (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'� (2) NOTTO z ALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE SCALE DESIGNATED.O 0 (1) A11 spacing may be adjusted to accommodate interchange ramps, 0 at -grade intersections, and driveways. ;o (2) This spacing may be reduced in urban areas to fit roadway conditions. 0 HIGHWAY IGHN— rrM W21 -30B* ro N. 0 0 PARKING LOT ENTRANCE CID C: Call z before you D;g 1-800-424-5555ryN UNDERGROUND SERIACE (USBk) M If you are digging deeper than 12 inches anywhere in the State P of Washington, including on your own property, you must have your dig site reviewed for any underground utility lines. Call z business days before you plan on digging. WAC; 19,122.030 0 0 z 0 LEGEND Z. 41 SIGN LOCATION ADDTL. NOTES: 0 z * T .... NTEN— L-11G In >VW21-30B 0 0 1 Traffic Control Sup—i— C Card k Q.4.0 Tr. GENERAL NOTES cl-n(�Ph" li-- It, 111, Deli, - 1 ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD AND 731-2012 CITY OF EDMONDS SPECS. 2. NOTIFY ALL LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. COPTIONAL) Contractor 3. THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT PELLCO Construction, Inc. ROADWAY CONDITIONS. Sun- -J-r Project/job Number 4. ALL SIGNS " in. 48" X 48" B/O UNLESS OTHERWISE SPECIFIED. Scott Horne 5. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE IN— Number (.ffl-) 1101— 1--t INTERSECTIONS AND/OR DRIVEWAYS. 425.776.2335 --------Sheec —Number Edmonds, 1--t, Ph... Nm,ba, (Tax) Date 425.776,2207 2 6,24.10 Prepared By I Chris Grose T E-mail chriaqCDbarricadecom 0:206.523.4045 F: 253.735.6329