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Resub 10-22-18.pdfADDRESS: 424 5TH AVE S, EDMONDS, WA 98020 PROJECT NAME: CABLECOM - 223821 - JP MORGAN til 0 Main St _C -fl }'rnrrds E Anderson Con,ff DwjWn FA Dayton St Q i L a - a c L � M&A4 St Rider ;r K v A► w St a SHEET `� p c; :k ;n M SHEET 6 E=D t t SHEET 4 V - - � Walnut St N Hully Dr Q Ceder St t S Si HCv,Qll Way Etlrrlonds MCrh •so►tKe St Q t Fled?. st � `?z•r�oC+; �rl�y vt RM t)nffsCity -nfk ti o r7 Frtxn Dr a' c - Latx�! it NN a - P,r.� St �� v1 (D 2018 Microsoft Corporation © 2018 HERE LV -*:; SITE LOCATION ,KOLNL[KV CABLECOM CONTACT: JEREMY PRATT 1316 BONNEVILLE AVE SNOHOMISH, WA 98290 C. 360.746.5273 JEREMY. PRATT@CABLECOMLLC.N ET COMCAST CONTACT: CASEY BROWN 410 VALLEY AVE NW, SUITE 12, BLDG C PUYALLUP, WA 98371 C. 425.754.0064 CASEY_BROW N@COMCAST.COM SHAWN PETTIBONE MGC TECHNICAL CONSULTING, INC. 6244 185TH AVE NE REDMOND, WA 98052 C.206.618.8732 SHAWN@MGCTECHNICAL.COM SHEETINDEX 1. COVER SHEET / SITE LOCATION 2. LEGEND 3. GENERAL NOTES 4-6. DESIGN VIEWS A-C 7. UNDERGROUND TYPICALS 8. SITE PHOTOGRAPHS SCOPE OF WORK: TIE INTO EXISTING COMCAST SYSTEM AT POLE NEAR 555 WALNUT ST. RISER DOWN POLE WITH S1) 4" CONDUIT AND BORE APPROX. 50 SOUTH ACROSS WALNUT ST. CONTINUE BORING APPROX. 315' ON THE SOUTHSIDE OF WALNUT ST. DIG AND INTERCEPT EXISTING CONDUIT IN THE WESTBOUND TRAVEL LANE OF WALNUT STREET AND SET (1) NEW 4'X4'X4' COMCAST VAULT. PULL (1) 12CT FIBER THROUGH SYSTEM. SETSECOND 4'X4'X4' COMCAST VAULT NEAR 424 5TH AVE S. CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION Mn CA1 UP Know what's below. Cal I before you dig. 0 250' 500' 3 AS -BUILT 2 REVISION # 1 09/24/18 SP JP ORIGINAL NO. DATE I ENGINEER DRAFTER COMMENT CcomcastGh MGC callkem CLIENT ENGINEER: JEREMY PRATT ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: 223821 LOCATION: 424 5TH AVE S EDMONDS, WA 98020 SCALE: 1 "=500' DRAWING NAME: 223821 -JP MORGAN -424 5TH AVE S, EDMONDS - "NS.dw CONFIDENTIAL PROPRIETARY SHEET: 1 0F 8 LINETYPES AERIAL FIBER - EXISTING AERIAL FIBER - ATTACH AERIAL FIBER - OVERLASH — — STRAND - EXISTING — — STRAND - PROPOSED - - - - - - CONDUIT - EXISTING - - - - - - CONDUIT - PROPOSED • INNERDUCT - EXISTING • INNERDUCT - PROPOSED GAS WATER W T TELEPHONE F/0 F/0 FIBER OPTIC ELECTRIC E SEW SANITARY SEWER (SEW) STORM DRAIN SD TV CABLE TV STM STEAM —OIL OIL UNK UNKNOWN UTILITY - X X FENCE RAW RIGHT OF WAY -EOP EDGE OF PAVEMENT 1.110-To.Tink4ty.11v e,0 ASW ASPHALT SIDEWALK BIP BLACK IRON PIPE BSP BLACK STEEL PIPE CSW CONCRETE SIDEWALK ELECT. ELECTRIC EOP EDGE OF PAVEMENT EOTW EDGE OF TRAVEL WAY FOC FACE OF CURB F/0 FIBER OPTIC HOPE HIGH DENSITY POLYETHYLENE HH HANDHOLE JB JUNCTION BOX MH MANHOLE MP MILE POST O/S OFFSET PR POWER RISER PVC POLY VINYL CHLORIDE RGS RIGID GALVANIZED STEEL CONDUIT ROW RIGHT OF WAY SEW SANITARY SEWER SO STORM DRAIN STA. STATION STM STEAM TEL TELECOM LEGEND ® RISER - EXISTING ® RISER - PROPOSED 0 CATCH BASIN/INLET (RECTANGULAR) O CATCH BASIN/INLET (ROUND) FIRE HYDRANT WATER/GAS VALVE LIGHT POST STREET LIGHT 0:_ TRAFFIC LIGHT ARM • TREE >__ CULVERT WING WALL BRIDGE STREET SIGN ADA RAMP UTILITY POLE - EXISTING UTILITY POLE - PROPOSED 10-1 TRAFFIC RATED VAULT - EXISTING (SIZE AND UTILITY TYPE MAY VARY) TRAFFIC RATED VAULT - PROPOSED (SIZE MAY VARY) HANDHOLE - EXISTING (SIZE AND UTILITY TYPE MAY VARY) H H HANDHOLE - PROPOSED (SIZE MAY VARY) ❑ PEDESTAL - EXISTING (SIZE AND UTILITY TYPE MAY VARY) PEDESTAL - PROPOSED (SIZE MAY VARY) WET UTILITY MANHOLE - EXISTING (SIZE AND UTILITY TYPE MAY VARY) BORE PIT - PROPOSED ® (SIZE MAY VARY) n UTILITY POTHOLE 0' c><0 0' c>Q O O FDP FDP PB PB 0 0i TRANSMISSION/DISTRIBUTION POLE TRANSMISSION POLE DISTRIBUTION POLE GROUND/BOND AERIAL STORAGE - EXISTING AERIAL STORAGE - PROPOSED VAULT/BUILDING STORAGE - EXISTING VAULT/BUILDING STORAGE - PROPOSED POLE ANCHOR/DOWN GUY - EXISTING POLE ANCHOR/DOWN GUY - PROPOSED DOWN GUY TO EXISTING ANCHOR - PROPOSED SPLICE POINT - EXISTING SPLICE POINT - PROPOSED TERMINATION - EXISTING TERMINATION - PROPOSED PULLBOX - EXISTING PULLBOX - PROPOSED CONSTRUCTION NOTE / RESTORATION CALLOUT PHOTO -MARKER NORTH ARROW INFORMATION TABLES POLE NUMBER EXISTING UTILITY 0'-0" PROPOSED ATTACH 0'-0- #F IN: OUT: #F �T'NA,,L, #F TAIL: OUT: UTILITY POLE INFORMATION TABLE (NUMBER OF ATTACHMENTS MAY VARY) SEQUENTIAL IN/OUT CALLOUT SEQUENTIAL IN/TAIL CALLOUT SEQUENTIAL TAIL/OUT CALLOUT HATCH PATTERNS CONCRETE SIDEWALK au E E E E E E e GRASS/VEGETATION E E E E E GRAVEL ,�rrrr ��rrr WATER r r r r r • • Know what's below. Call before you dig. GENERAL NOTES GENERAL NOTES: The locations of utilities shown on these drawing are only approximate. MGC TECHNICAL CONSULTING, INC. hereby disclaims any responsibility to third parties for the accuracy of this information. Persons working in the area covered by this drawing must contact the statewide Call -Before -You -Dig System to ascertain the location of underground utilities prior to performing any excavation. 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CITY OF EDMONDS REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY THE CITY OF EDMONDS INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITY OF EDMONDS INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED. 4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF EDMONDS AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE. 5. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON -SITE AT ALL TIMES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. 7. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. 8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 9. FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF EDMONDS, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH CITY OF EDMONDS. 10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. 11. PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE CITY OF EDMONDS INSPECTOR AT ALL TIMES. 13. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS. 14. ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING. 15. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF EDMONDS ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS. 16. ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE CITY OF EDMONDS. a Know what's below. Cali before you dig. CONSTRUCTION NOTES O PROPOSED (1) 4" RISER CONDUIT. PULL (1) 12 CT FIBER THROUGH. O PROPOSED OPEN TRENCH. PLACE (1) 4" CONDUIT, PULL (1) 12 CT FIBER THROUGH. O PROPOSED Tx 5' BORE PIT LOCATION O PROPOSED DIRECTIONAL DRILL. PLACE (1) 4" CONDUIT. PULL (1) 12 CT FIBER THROUGH. RESTORATION NOTES OD REPAIR ASPHALT PER LOCAL JURISDICTIONAL STANDARDS. OREPAIR SIDEWALK PANEL PER LOCAL JURISDICTIONAL STANDARDS. CONTRACTOR NOTES 1. ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BE COMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN 2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION. (WHEN WORKING WITHIN DRIP LINE OF TREES) 2. LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1' VERTICAL AND 3' HORIZONTAL CLEARANCE WHEN WORKING NEAR EXISTING GAS FACILITIES. 3. LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTURE PRIOR TO CONSTRUCTION. O POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM ## VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. is -4 Know what's below. 0 10' 20' Call before you dig. SCALE: 1 "=20' �./. SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND Tt ORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS. DESIGN VIEW A CONSTRUCTION NOTES O PROPOSED Tx 5' BORE PIT LOCATION O PROPOSED DIRECTIONAL DRILL. PLACE (1) 4" CONDUIT. PULL (1) 12 CT FIBER THROUGH. O PROPOSED 4' x 6' BORE PIT LOCATION O EXISTING COMCAST CONDUIT. PULL (1) 12 CT FIBER THROUGH. O PROPOSED DIG AND INTERCEPT. PLACE (1) NEW COMCAST 4' X 4' X 4' TRAFFIC RATED VAULT. CORE AND PLACE CONDUIT FROM TRENCH, COIL AND SPLICE (1) 12CT FIBER FOR FUTURE CONSTRUCTION. RESTORATION NOTES OD REPAIR ASPHALT PER LOCAL JURISDICTIONAL STANDARDS. OREPAIR SIDEWALK PANEL PER LOCAL JURISDICTIONAL STANDARDS. H W W 2 U) CONTRACTOR NOTES O H 1. ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BE = COMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN U 2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION. 1-- (WHEN WORKING WITHIN DRIP LINE OF TREES) < 2. LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1' VERTICAL AND 3' HORIZONTAL CLEARANCE WHEN WORKING NEAR EXISTING GAS FACILITIES. 3. LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTURE PRIOR TO CONSTRUCTION. O POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM ## VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. is A Know what's below. 0 10' 20' Call before you dig. SCALE: 1 "=20' �./. SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND Tt ORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS. DESIGN VIEW B 55o a 2 , 424 5TH AVE S 0 ` 3 S w w a a 2 e F G F/0 F/0 F/O °'F/0 AF/0� ea 40 F/O F/0 F/0 a F/O F/ / E E E E I& w w V o 1 N 3S� F/0 /0 F/0 F/0 F/0 F/0 V 0 )0 _ _ _2+00 68' 3 WALNUT ST 7 m Q G G G V 3 F/O F/0 F/0 F/0 F/0 F/O F/0 F/0 F/0 O F/0 F/0 F/O— a F/0 F/0 F/0, F/p F/0 ° �/0 ° F/0 a F/O at E F 0 F F/ F/ F/0 e 9 � 3 a O 3 504 5TH AVE S ° W + 3 �I j Wd . 18'lz/�f-g' a 80' DESIGN VIEW C 437 5TH AVE S STE 103 el ffi F/0 r F/O ' F/0� ° a a ° 505 5TH AVE S CONSTRUCTION NOTES O PROPOSED OPEN TRENCH. PLACE (1) 4" CONDUIT, PULL (1) 12 CT FIBER THROUGH. O6 EXISTING COMCAST CONDUIT. PULL (1) 12 CT FIBER THROUGH. O7 PROPOSED DIG AND INTERCEPT. PLACE (1) NEW COMCAST 4' X 4' X 4' TRAFFIC RATED VAULT. CORE AND PLACE CONDUIT FROM TRENCH, COIL AND SPLICE (1) 12CT FIBER FOR FUTURE CONSTRUCTION. Lf) H W LU In O H = RESTORATION NOTES H O REPAIR ASPHALT PER LOCAL JURISDICTIONAL Q STANDARDS. OE REPAIR CURB & GUTTER PER LOCAL JURISDICTIONAL STANDARDS. OREPAIR SIDEWALK PANEL PER LOCAL G JURISDICTIONAL STANDARDS. CONTRACTOR NOTES 1. ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BE / COMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN 2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION. (WHEN WORKING WITHIN DRIP LINE OF TREES) 2. LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1' VERTICAL AND T HORIZONTAL CLEARANCE WHEN WORKING NEAR EXISTING GAS FACILITIES. 3. LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTURE PRIOR TO CONSTRUCTION. O POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM ## VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. is A Know what's below. 0 10' 20' Call before you dig. SCALE: 1 "=20' �./. SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND Tt ORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS. UNDERGROUND TYPICALS PANEL WIDTH PER ROWORR " HMA (CL z") (MATCH 12" 12" MATCH EXISTING NEW PANEL -MATCH EXISTING EXPAND TO JOINT 2MIN. EX. IF GREATER) MIN. EX. ASPHALT SURFACE 6" MNRL AGG TYPE 2 (COMPACTED AS SPECIFIED 6" MIN. COMPACT MINERAL IN CONTRACT DOCUMENTS) • ! AGGREGATE TYPE 2 6" MIN. TYPE 2 CRUSHED 1 ROCK COMPACTED BACKFILL COMPACTED BACK-1L 6" 6" SAND COVER 6:: 6" SAND COVER 6" 6" SAND BEDDING 6" 6" SAND BEDDING 24" 24" TYPICAL CONCRETE SIDEWALK PANEL CROSS SECTION DETAIL TYPICAL ASPHALT TRENCH DETAIL SCALE:NTS SCALE:NTS FRAME RISER 6' RISER 6' RISER 12' tlft Anchors TOP C No. 44-38C 660 ItH. 2'-0" Long Galvonized 'C' Chonne (1 Each Wall) (2) — 02 Dia. Lift Holes OPTIONAL Galvanized Pull / Llft Iron (1 Each Comer) _ g ..--- ---- yl 12' x 18' Knockout 3•—. ,t (2 Each Wall) lYs Dia. Ground Rod Knackou / (2 Places) 4'-0* 4'-0" \ - - 8' Dia. Sum, 444LA VAULT DETAIL W/ROUND LID SEE STD PLAN TYPE 410C CURB 15 Know what's below. Cali before you dig. SCALE:NTS SITE PHOTOGRAPHS PHOTO #1: FACING NORTHEAST ON SOUTH SIDE OF WALNUT ST PHOTO #2: FACING NORTHEAST ON SOUTH SIDE OF WALNUT ST PHOTO #3: FACING NORTH ON THE SOUTH SIDE OF WALNUT ST CONSTRUCTION NOTES O PROPOSED (1) 4" RISER CONDUIT. PULL (1) 12 CT FIBER THROUGH. O PROPOSED OPEN TRENCH. PLACE (1) 4" CONDUIT, PULL (1) 12 CT FIBER THROUGH. O PROPOSED Y x 5' BORE PIT LOCATION O PROPOSED DIRECTIONAL DRILL. PLACE (1) 4" CONDUIT. PULL (1) 12 CT FIBER THROUGH. O PROPOSED 4' x 6' BORE PIT LOCATION O EXISTING COMCAST CONDUIT. PULL (1) 12 CT FIBER THROUGH. O PROPOSED DIG AND INTERCEPT. PLACE (1) NEW COMCAST 4' X 4' X 4' TRAFFIC RATED VAULT. CORE AND PLACE CONDUIT FROM TRENCH, COIL AND SPLICE (1) 12CT FIBER FOR FUTURE CONSTRUCTION. • • Know what's below. Call before you dig. TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH L=WS (W = LANE WIDTH & S = POSTED SPEED) POSTED SPEED < 45 MPH L=(W"Sz)/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 ROLL -AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM MAXIMUM CHANNELIZING DEVICE SPACING (FEET) POSTED SPEED (MPH) 25/30 35/45 50 / 70 TAPER 20 30 40 TANGENT 40 60 80 535 WALNUT ST PARCEL NO: 00659700020100 �1R9e11ae: PLACE SIGN AT 5TH AVE S o- WALNUT ST SIGN SPACING = X (FEET)* FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' ± (OR PER THE MUTCD) 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' ±** URBAN STREETS 125 MPH or LESS 100' ±** ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. * ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. ** ADVANCED WARNING SIGNS IF FEASIBLE. s° T39 STAGING AREA 10'X19' EDMONDS TCP REQUIREMENTS 1. SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2. PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3. NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4. MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5. MAINTAIN 1 V VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6. MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7. MAINTAIN V LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8. FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. 9. IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 10. ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. 555 WALNUT ST PARCEL NO: 00896900000600 X W'RK W4-119L V • ° VEHICLE ° 0 50'-100'� 112'MINJ �L/2 ' MIN °I s e e e e e e e e • e • e • e ° • • • 1, • • 1a ° e • • • • • • • • • • • • e ° 0 ° ■ U2 ^ 50' - 100' - 11' MIN ° . - °°. 71. ,W20 7 3,q1 .<W l 4R r R7-T39 SCOPE OF WORK: USE WORK ZONE TO BORE CONDUIT AND PULL FIBER CABLE THROUGH AND POTHOLE EXISTING UTILITIES FOR ACCURATE PROFILE DEPTHS. STREET USE PERMIT #: TBD BY CITY HOURS: TBD BY CITY LEGEND J, HIGH VISIBILITY WARNING BEACON Y (REQUIRED) W20-1 SIGN LOCATION AND 1* IDENTIFICATION NUMBER 546 WALNUT ST +T �+ PARCEL NO: 00890000020100 CABLECOM CONTACT: S GNLl%GEND NICK DALTON 1316 BONNEVILLE AVE SNOHOMISH,WA 98290 C.360.214.2478 NICHOLAS.DALTON@CABLECOMLLC.NET o a o CHANNELIZING DEVICES �( FLAGGER STATION - FOR VEHICULAR 1 AND PEDESTRIAN TRAFFIC CONTROL ROAD WORK SHOULDER AHEAD CLOSED W20-1 W1-4R W1-4L W20-301 W4-119L 48"X48" 48" X 48" 48" X 48" 48"X48" 48"X48" PARKING SIDEWALK CLOSED AHEAD SIDEWALK FROM 0 ,� 1TOW AWAO CROSS HERE CLOSED PHONa� Zini hfi8w4-5444 R7-T39 R9-11a R9-9 36"x24" 30"x24" 36"x24" SHORT-TERM STATIONARY WORK ZONE -LANE SHIFT AND SIDEWALK CLOSURE(FOR RESIDENTIAL & BUSINESS DISTRICTS TRAFFIC CONTROL PLAN #1 - USE SET-UP WHERE APPLICABLE ALONG WALNUT ST (WEST BOUND LANE) -X " W20-30 11. CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVE CONES ARE SUGGESTED). 12. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 13. STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION FROM LOCAL DOT AND TC. 14. LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROL INTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONS ON HIGH IMPACT STREETS. 15. "NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. SIGNS TO BE PLACED 78 HOURS IN ADVANCE PRIOR TO CONSTRUCTION. 16. CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 17. PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 18. CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. 20- 39 1 T h b a Know what's below. Call before you dig. s 603 WALNUT ST PARCEL NO: 00434209403700 VV20-11 0 TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH L=WS (W = LANE WIDTH & S = POSTED SPEED) POSTED SPEED < 45 MPH L=(W°Sz)/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 ROLL -AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM MAXIMUM CHANNELIZING DEVICE SPACING (FEET) POSTED SPEED (MPH) 25/30 35/45 50 / 70 TAPER 20 30 40 TANGENT 40 60 80 535 WALNUT ST PARCEL NO: 00659700020100 8 WALNUT ST SIGN SPACING = X (FEET)* FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' ± (OR PER THE MUTCD) 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' ±** URBAN STREETS 125 MPH or LESS 100' ±** ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. * ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. ** ADVANCED WARNING SIGNS IF FEASIBLE. T39 s.. EDMONDS TCP REQUIREMENTS 1. SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2. PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3. NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4. MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5. MAINTAIN 1 V VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6. MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7. MAINTAIN V LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8. FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. 9. IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 10. ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. 555 WALNUT ST PARCEL NO: 00896900000600 •STAGING AR8A1N17' 50'-100'----- I \ ° a a a a °vi W4-119R ° ° L/2 11. CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVE CONES ARE SUGGESTED). 12. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 13. STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION FROM LOCAL DOT AND TC. 14. LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROL INTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONS ON HIGH IMPACT STREETS. 15. "NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. SIGNS TO BE PLACED 78 HOURS IN ADVANCE PRIOR TO CONSTRUCTION. 16. CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 17. PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 18. CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. 120- 39 as h b L 5 e —x x W1..4R` W20a30 e I II II II II II I s 11' 1M IN ice-- L12 _ AREA Y vWncie W4-119R ► ° °° ° 2' MIN ■ ■ ■ ■ ■ or ■ ■ ■ TO a ■ ■ 11'MIN �_50'-100' 1 ° . - sVa/20 -1. 3�1 .<W l 4R s F—x—{—x x R7-T39 SCOPE OF WORK: USE WORK ZONE TO POTHOLE EXISTING UTILITIES FOR ACCURATE PROFILE DEPTHS. STREET USE PERMIT #: TBD BY CITY HOURS: TBD BY CITY LEGEND CABLECOM CONTACT: JEREMY PRATT 1316 BONNEVILLE AVE SNOHOMISH, WA 98290 C. 360.746.5273 JEREMY.PRATT@CABLECOMLLC.NET 546 WALNUT ST PARCEL NO: 00890000020100 SIGN LEGEND ROAD WORK SHOULDER CLOSED AHEAD > <1> HIGH VISIBILITY WARNING BEACON a a a CHANNELIZING DEVICES W20-1 w1-4R w20-301 w4-119R (REQUIRED) 48"X48" 48" X 48" 48"X48" 48"X48" W20-1 SIGN LOCATION AND I► IDENTIFICATION NUMBER 7,::.: 0 0 PHONE R7—T39 36"x24" SHORT-TERM STATIONARY WORK ZONE - LANE SHIFT (FOR RESIDENTIAL & BUSINESS DISTRICTS) TRAFFIC CONTROL PLAN #2 - USE SET-UP WHERE APPLICABLE ALONG WALNUT ST (EASTMEST BOUND LANE) a Know what's below. Call before you dig. 603 WALNUT ST PARCEL NO: 00434209403700 VV20-11 0 TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH L=WS (W = LANE WIDTH & S = POSTED SPEED) POSTED SPEED < 45 MPH L=(W°Sz)/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 ROLL -AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM MAXIMUM CHANNELIZING DEVICE SPACING (FEET) POSTED SPEED (MPH) 25/30 35/45 50 / 70 TAPER 20 30 40 TANGENT 40 60 80 535 WALNUT ST poPARCEL NO: 00659700020100 8 SIGN SPACING = X (FEET)* FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' ± (OR PER THE MUTCD) 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' ±** URBAN STREETS 125 MPH or LESS 100' ±** ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. * ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. ** ADVANCED WARNING SIGNS IF FEASIBLE. T39 -4.4 EDMONDS TCP REQUIREMENTS 1. SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2. PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3. NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4. MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5. MAINTAIN 1 V VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6. MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7. MAINTAIN V LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8. FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. 9. IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 10. ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. 555 WALNUT ST PARCEL NO: 00896900000600 50' - 100' 1 L/2 WALNUT ST 11' MIN o a a a e a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a 014 a a a a a a a a a a a a a a a a a o a o a a• e• � 2' MIN 11' MIN L/2� 1 �50' - 100' a• a a a a a a a a a a a a a a a a a a a a a a a a a s a a a a a a a a d— a a a o e a ° • A ° e • ° fi W4 119E Y WORK ° • W1 -X- ,. .. s, ?s^ s AREA A t o°31 W4L �9-7 aa s a n► y� R9f1a '��� -I. V20 '�►�. n. PLACE SIGN AT 5TH AVE S SCOPE OF WORK: USE WORK ZONE TO TRENCH/BORE CONDUIT AND PULL FIBER CABLE THROUGH AND POTHOLE EXISTING UTILITIES FOR ACCURATE PROFILE DEPTHS. STREET USE PERMIT #: TBD BY CITY HOURS: TBD BY CITY LEGEND J, HIGH VISIBILITY WARNING BEACON Y (REQUIRED) W20-1 SIGN LOCATION AND 1* IDENTIFICATION NUMBER AREA 49'X10' STAGING AREA 10'X17' 546 WALNUT ST +T �+ PARCEL NO: 00890000020100 S CABLECOM CONTACT: GNLl%GEND NICK DALTON 1316 BONNEVILLE AVE SNOHOMISH,WA 98290 C.360.214.2478 NICHOLAS.DALTON@CABLECOMLLC.NET o a o CHANNELIZING DEVICES �( FLAGGER STATION - FOR VEHICULAR 1 AND PEDESTRIAN TRAFFIC CONTROL ROAD WORK SHOULDER AHEAD CLOSED W20-1 W1-4R W1-4L W20-301 W4-119L 48"X48" 48" X 48" 48" X 48" 48"X48" 48"X48" PARKING SIDEWALK CLOSED AHEAD SIDEWALK FROM 0 1To AWAY CROSS HERE CLOSED PHONa� Zini h68w4-5444 R7-T39 R9-11a R9-9 36"x24" 30"x24" 36"x24" SHORT-TERM STATIONARY WORK ZONE - LANE SHIFT AND SIDEWALK CLOSURE(FOR RESIDENTIAL & B USINESS DISTRICTS TRAFFIC CONTROL PLAN #3 - USE SET-UP WHERE APPLICABLE ALONG WALNUT ST (EAST BOUND LANE) 11. CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVE CONES ARE SUGGESTED). 12. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 13. STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION FROM LOCAL DOT AND TC. 14. LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROL INTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONS ON HIGH IMPACT STREETS. 15. "NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. SIGNS TO BE PLACED 78 HOURS IN ADVANCE PRIOR TO CONSTRUCTION. 16. CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 17. PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 18. CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. 120- 39 as a Know what's below. Call before you dig. s 603 WALNUT ST PARCEL NO: 00434209403700 VV20-11 0 TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH L=WS (W = LANE WIDTH & S = POSTED SPEED) POSTED SPEED < 45 MPH L=(W"Sz)/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 ROLL -AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM MAXIMUM CHANNELIZING DEVICE SPACING (FEET) POSTED SPEED (MPH) 25/30 35/45 50 / 70 TAPER 20 30 40 TANGENT 40 60 80 SIGN SPACING = X (FEET)* FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' ± (OR PER THE MUTCD) 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' ±** URBAN STREETS 125 MPH or LESS 1 100' ±** ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. * ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. ** ADVANCED WARNING SIGNS IF FEASIBLE. EDMONDS TCP REQUIREMENTS 1. SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2. PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3. NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4. MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5. MAINTAIN 1 V VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6. MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7. MAINTAIN V LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8. FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. 9. IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 10. ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. 11. CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVE CONES ARE SUGGESTED). 12. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 13. STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION FROM LOCAL DOT AND TC. 14. LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROL INTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONS ON HIGH IMPACT STREETS. 15. "NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. SIGNS TO BE PLACED 78 HOURS IN ADVANCE PRIOR TO CONSTRUCTION. 16. CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 17. PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 18. CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. � �50' - 100'� 11' MIN �U2 � WALNUT ST e s e ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■- a a a a a a a a a a a a a a a a a a a a a a a a ■ ■ ■ a ■ ■ ■ ■ ° ° ° G) M U2� 2'MIN 11'MIN �50'-100' � ¢ STAGING GANG ° ° ° ° ° PLACE SIGN AT 5TH AVE STAREA ° °4T W4-119L °E AREA • ■ ° PLACE SIGN AT 6TH AVE ST W2 W20-301. 1N1 4L, R9�11a . ° a .. W ,_ ° .,> : ° v a� I R <. s'; s ran n °� s ° - °� ► s° a ' "on A' _ .. ° 149 ja - 1 f R7-T 520 WALNUT ST ir �I SCOPE OF WORK: USE WORK ZONE TO POTHOLE EXISTING UTILITIES FOR ACCURATE PROFILE DEPTHS. STREET USE PERMIT #: TBD BY CITY HOURS: TBD BY CITY LEGEND � 1111111114 536 WALNUT ST / 530 WSATLNUT ST �+ CABLECOM CONTACT: SIGNLEGEND NICK DALTON 1316 BONNEVILLE AVE SNOHOMISH,WA 98290 ROAD C.360.214.2478 WORK SHOULDER AHEAD NICHOLAS.DALTON@CABLECOMLLC.NET CLOSED 44> \Y < < HIGH VISIBILITY WARNING BEACON ■ • • CHANNELIZING DEVICES (REQUIRED) FLAGGER STATION - FOR VEHICULAR W20-1 SIGN LOCATION AND AND PEDESTRIAN TRAFFIC CONTROL I► IDENTIFICATION NUMBER W20-1 W1-4R W1-4L W20-301 W4-119L 48"X48" 48" X 48" 48" X 48" 48"X48" 48"X48" • PARKING SIDEWALK CLOSED AHEAD SIDEWALK FROM 0 1To AWAY CROSS HERE CLOSED PHONEE� 20 h684 5444 R7-T39 R9-11a R9-9 36"x24" 30"x24" 36"x24" SHORT-TERM STATIONARY WORK ZONE -LANE SHIFT AND SIDEWALK CLOSURE(FOR RESIDENTIAL & BUSINESS DISTRICTS TRAFFIC CONTROL PLAN #4 - USE SET-UP WHERE APPLICABLE ALONG WALNUT ST (EAST BOUND LANE) 546 WALNUT ST a Know what's below. Call before you dig. 500 6TH AVE S TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH L=WS (W = LANE WIDTH & S = POSTED SPEED) POSTED SPEED < 45 MPH L=(W°Sz)/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 ROLL -AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM MAXIMUM CHANNELIZING DEVICE SPACING (FEET) POSTED SPEED (MPH) 25/30 35/45 50 / 70 TAPER 20 30 40 TANGENT 40 60 80 SIGN SPACING = X (FEET)* FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' ± (OR PER THE MUTCD) 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' ±** URBAN STREETS 125 MPH or LESS 100' ±** ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. * ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. ** ADVANCED WARNING SIGNS IF FEASIBLE. 437 5TH AVE S EDMONDS TCP REQUIREMENTS 1. SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2. PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3. NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4. MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5. MAINTAIN 1 V VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6. MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7. MAINTAIN V LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8. FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. 9. IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 10. ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. 11. CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVE CONES ARE SUGGESTED). 12. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 13. STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION FROM LOCAL DOT AND TC. 14. LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROL INTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONS ON HIGH IMPACT STREETS. 15. "NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. SIGNS TO BE PLACED 78 HOURS IN ADVANCE PRIOR TO CONSTRUCTION. 16. CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 17. PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 18. CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. 515 WALNUT ST 529 WALNUT ST / 535 WALNUT ST / WALNUT ST °a 1 Ai 20 4' SCOPE OF WORK: USE WORK ZONE TO BORE CONDUIT AND PULL FIBER CABLE THROUGH AND POTHOLE EXISTING UTILITIES FOR ACCURATE PROFILE DEPTHS. STREET USE PERMIT #: TBD BY CITY HOURS: TBD BY CITY LEGEND 11' MIN 50' - 100' 0 0 0 a a a a a 0 a I 1 11, 1 0 m 0 m 0 m 0 m 0 m 0 m m a . 4 530 S WALNUT S-1 �+ CABLECOM CONTACT: GN LEGl%ND NICK DALTON 1316 BONNEVILLE AVE SNOHOMISH,WA 98290 C.360.214.2478 NICHOLAS.DALTON@CABLECOMLLC.NET 520 WALNUT ST I, ROAD WORK SHOULDER AHEAD CLOSED HIGH VISIBILITY WARNING BEACON ■ ■ ■ CHANNELIZING DEVICES W20-1 W1-4R W1-4L W20-301 W4-119L (REQUIRED) 48"X48" 48" X 48" 48" X 48" 48"X48" 48"X48" FLAGGER STATION - FOR VEHICULAR • PARKING W20-1 SIGN LOCATION AND AND PEDESTRIAN TRAFFIC CONTROL SIDEWALK CLOSED AHEAD SIDEWALK I-► IDENTIFICATION NUMBER FROM 0 1To AWAY CROSS HERE CLOSED PHONEE20 h684 5444 R7—T39 R9-11a R9-9 36"x24" 30"x24" 36"x24" SHORT-TERM STATIONARY WORK ZONE -LANE SHIFT AND SIDEWALK CLOSURE(FOR RESIDENTIAL & BUSINESS DISTRICTS TRAFFIC CONTROL PLAN #5 - USE SET-UP WHERE APPLICABLE ALONG WALNUT ST (EAST BOUND LANE) a Know what's below. Call before you dig. W1 4R. W21)-301 a 536 WALNUT ST M TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH L=WS (W = LANE WIDTH & S = POSTED SPEED) POSTED SPEED < 45 MPH L=(W°Sz)/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 ROLL -AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM MAXIMUM CHANNELIZING DEVICE SPACING (FEET) POSTED SPEED (MPH) 25/30 35/45 50 / 70 TAPER 20 30 40 TANGENT 40 60 80 tt� � 11 1 3�6 t �1 SCOPE OF WORK: USE WORK ZONE TO POTHOLE EXISTING UTILITIES FOR ACCURATE PROFILE DEPTHS. STREET USE PERMIT #: TBD BY CITY HOURS: TBD BY CITY LEGEND SIGN SPACING = X (FEET)* FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' ± (OR PER THE MUTCD) 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' ±** URBAN STREETS 125 MPH or LESS 100' ±** ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. * ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. ** ADVANCED WARNING SIGNS IF FEASIBLE. 437 5TH AVE S n EDMONDS TCP REQUIREMENTS 1. SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2. PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3. NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4. MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5. MAINTAIN 1 V VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6. MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7. MAINTAIN V LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8. FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. 9. IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 10. ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. 11. CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVE CONES ARE SUGGESTED). 12. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 13. STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION FROM LOCAL DOT AND TC. 14. LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROL INTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONS ON HIGH IMPACT STREETS. 15. "NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. SIGNS TO BE PLACED 78 HOURS IN ADVANCE PRIOR TO CONSTRUCTION. 16. CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 17. PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 18. CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. 515 WALNUT ST 529 WALNUT ST /po 535 WALNUT ST / R7-T39 ° r. ° . �. W1-4R.XW2p-301X :A 10'X1T ° 50' -100' 1 11' MIN L/2 WALNUT ST ° u u u u u u u u ° 00 ° o o ° °°°°N W4-119R AREA V��L'JI— ®1_II W4-119R F0o'o 530 S WALNUT S-T �+ CABLECOM CONTACT: GN LEGl%ND NICK DALTON 1316 BONNEVILLE AVE SNOHOMISH,WA 98290 C.360.214.2478 NICHOLAS.DALTON@CABLECOMLLC.NET 520 WALNUT ST I, ROAD <Z> WORK SHOULDER AHEAD CLOSED HIGH VISIBILITY WARNING BEACON e e e CHANNELIZING DEVICES W20-1 w1-4R w20-301 w4-119R (REQUIRED) 48"X48" 48" X 48" 48"X48" 48"X48" W20-1 SIGN LOCATION AND PARKING I► IDENTIFICATION NUMBER FROM 0 Ta 0 TOW AWAY AREA PHONE 206684-5444 R7-T39 36"x24" SHORT-TERM STATIONARY WORK ZONE - LANE SHIFT (FOR RESIDENTIAL & BUSINESS DISTRICTS) TRAFFIC CONTROL PLAN #6 - USE SET-UP WHERE APPLICABLE ALONG WALNUT ST (WEST/EAST BOUND LANE) a Know what's below. Call before you dig. -4 0 10' 20' m. ccAl F• 1 "= An' 536 WALNUT ST TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH L=WS (W = LANE WIDTH & S = POSTED SPEED) POSTED SPEED < 45 MPH L=(WS')/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 ROLL -AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM MAXIMUM CHANNELIZING DEVICE SPACING (FEET) POSTED SPEED (MPH) 25/30 35/45 50 / 70 TAPER 20 30 40 TANGENT 40 60 80 f,2 'i s. ah � hlif"' 1 I 201 11 '°a 3ti SCOPE OF WORK: USE WORK ZONE TO BORE CONDUIT AND PULL FIBER CABLE THROUGH. STREET USE PERMIT #: TBD BY CITY HOURS: TBD BY CITY LEGEND SIGN SPACING = X (FEET)* FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' ± (OR PER THE MUTCD) 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' ±** URBAN STREETS 125 MPH or LESS 100' ±** ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. * ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. ** ADVANCED WARNING SIGNS IF FEASIBLE. EDMONDS TCP REQUIREMENTS 1. SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2. PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3. NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4. MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5. MAINTAIN 1 V VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6. MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7. MAINTAIN V LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8. FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. 9. IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 10. ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. I� �I 437 5TH AVE S 515 WALNUT ST 529 WALNUT ST 11. CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVE CONES ARE SUGGESTED). 12. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 13. STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION FROM LOCAL DOT AND TC. 14. LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROL INTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONS ON HIGH IMPACT STREETS. 15. "NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. SIGNS TO BE PLACED 78 HOURS IN ADVANCE PRIOR TO CONSTRUCTION. 16. CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 17. PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 18. CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. 535 WALNUT ST AR�A 10, X a 3 3 d Q 4. . - a s ° ° W1-4L.. W21)-100 e W4-119L F* ° o e • WORK � �HF ° • e ° 'u° AREA ee° 530 S WALNUT S-T �+ CABLECOM CONTACT: GN LEGl%ND NICK DALTON 1316 BONNEVILLE AVE SNOHOMISH,WA 98290 C.360.214.2478 NICHOLAS.DALTON@CABLECOMLLC.NET 520 WALNUT ST 11, 4 ROAD WORK SHOULDER AHEAD CLOSED HIGH VISIBILITY WARNING BEACON e e e CHANNELIZING DEVICES W20-1 W1-4R W1-4L (REQUIRED) 48"X48" 48" X 48" 48" X 48" W20-1 SIGN LOCATION AND PARKING F1' IDENTIFICATION NUMBER FROM 0 r0 0 TOW AWAY AREA PHONE 206684-5444 R7-T39 36"x24" SHORT—TERM STATIONARY WORK ZONE — LANE SHIFT (FOR RESIDENTIAL & BUSINESS DISTRICTS) TRAFFIC CONTROL PLAN #7 — USE SET—UP WHERE APPLICABLE ALONG WALNUT ST (WEST BOUND LANE) W20-301 W4-119L 48"X48" 48"X48" WALNUT ST a Know what's below. Call before you dig. -4 0 10' 20' m. crnll=• �"=an' 536 WALNUT ST TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH L=WS (W = LANE WIDTH & S = POSTED SPEED) POSTED SPEED < 45 MPH L=(W"Sz)/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 ROLL -AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM MAXIMUM CHANNELIZING DEVICE SPACING (FEET) POSTED SPEED (MPH) 25/30 35/45 50 / 70 TAPER 20 30 40 TANGENT 40 60 80 405 WALNUT ST PARCEL NO: 2703200412400 11a < . O N 0 N W20' 1 . W20-4 < SCOPE OF WORK: USE WORK ZONE TO TRENCH/BORE CONDUIT AND PULL FIBER CABLE THROUGH STREET USE PERMIT #: TBD BY CITY HOURS: TBD BY CITY LEGEND 50' ±- SIGN SPACING = X (FEET)* FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' ± (OR PER THE MUTCD) 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' ±** URBAN STREETS 125 MPH or LESS 100' ±** ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. * ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. ** ADVANCED WARNING SIGNS IF FEASIBLE. 424 5TH AVE S PARCEL NO: 27032300413200 STAGING AREA 29'X10' T39 EDMONDS TCP REQUIREMENTS 1. SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2. PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3. NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4. MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5. MAINTAIN 1 V VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6. MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7. MAINTAIN V LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8. FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. 9. IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 10. ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE`, x 11 11 I �.INs II e • e e • woa e e e e verc' = s e e ■ ■�■—s ■ ■ ■ f■—■ ■ ■ ■ o ■ e _50'- 10 '. 2' MIN I — f' II GtL NU: L/U3'L3UU4 3bUU CABLECOM CONTACT: S GN LEGl%ND NICK DALTON 1316 BONNEVILLE AVE SNOHOMISH,WA 98290 ROAD BE C.360.214.2478 �//pRK OROAD NE PREPARED NICHOLAS.DALTON@CABLECOMLLC.NET AHEAD AHEAD TO STOP HIGH VISIBILITY WARNING BEACON ■ ■ ■ CHANNELIZING DEVICES W20-1 W20-4 W3-4 W20-7 (REQUIRED) 48"X48" 48"X48" 48"X48" 48"X48" FLAGGER STATION - FOR VEHICULAR • PARKING W20-1 SIGN LOCATION AND AND PEDESTRIAN TRAFFIC CONTROL SIDEWALK CLOSED AHEAD SIDEWALK I► IDENTIFICATION NUMBER FROM 0 4- TO AWAY CROSS HERE CLOSED PHONE 206684-5444 R7-T39 R9-11a R9-9 36%24" 30"x24" 36%24" SHORT-TERM STATIONARY WORK ZONE -LANE AND SIDEWALK CLOSURE(FOR RESIDENTIAL & BUSINESS DISTRICTS TRAFFIC CONTROL PLAN #8 - USE SET-UP WHERE APPLICABLE ALONG WALNUT ST (WEST BOUND LANE) 11. CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVE CONES ARE SUGGESTED). 12. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 13. STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION FROM LOCAL DOT AND TC. 14. LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROL INTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONS ON HIGH IMPACT STREETS. 15. "NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. SIGNS TO BE PLACED 78 HOURS IN ADVANCE PRIOR TO CONSTRUCTION. 16. CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 17. PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 18. CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. 437 5TH AVE S PARCEL NO: 00952100000025 s 1 s A4V -7W26 4 a Know what's below. Call before you dig. -4 0 10' 20' m. ccAl F• 1 "= An' Cn WALNUT ST 1`0