CITYCOUNCIL. CITY OF KENMORE Public Works Department PO Box Kenmore, WA David Baker, Mayor Allan VanNess, Deputy Mayor

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CITYCUNCIL CUNCIL CITY David Baker, Mayor David Baker, Mayor Allan VanNess, Deputy Mayor Allan VanNess, Deputy Mayor Milton Curtis Milton Curtis

DIRECTR Kristen verleese, P.E. PRJECT MANAGER Zack Richardson, P.E. Vicinity Map, Not to Scale NT FR CNSTRUCTIN TABLE F CNTENTS Cover Sheet and

1 CITYCUNCIL CUNCIL CITY David Baker, Mayor David Baker, Mayor Allan VanNess, Deputy Mayor Allan VanNess, Deputy Mayor Milton Curtis Milton Curtis Stacey Denuski Stacey Denuski Nigel Herbig Nigel Herbig Brent Smith Brent Smith Laurie Sperry Laurie Sperry / CITY MANAGER Rob Kalinsey PUBLIC WRKS DIRECTR Kristen verleese, P.E. PRJECT MANAGER Zack Richardson, P.E. Vicinity Map, Not to Scale NT FR CNSTRUCTIN TABLE F CNTENTS Cover Sheet and Vicinity Map Locations 1 & 2 Locations 3 & 4 Location 5 Details Traffic Control Plans C1 SP1 SP2 SP3 DT1 TC1 - TC3 C1 CVER SHEET AND VICINITY MAP Page 1 of 8

2 GENERAL SITE NTES 1. PRESERVE AND PRTECT SIDEWALK, CURB, FENCING, PAVING, VEGETATIN, AND STRIPING UNLESS THERWISE NTED. 2. CNTRACTR SHALL IMPLEMENT TEMPRARY ERSIN AND SEDIMENTATIN CNTRL (TESC) MEASURES THRUGHUT THE DURATIN F CNSTRUCTIN IN ACCRDANCE WITH STANDARDS, STANDARD SPECIFICATINS, SPECIAL PRVISINS, AND STATE REGULATINS. 3. CNTRACTR SHALL TAKE ALL PRECAUTINS NECESSARY T PREVENT ANY DEBRIS R MATERIAL FRM CNTACTING THE WATERS F THE ADJACENT STREAM; THE CNTRACTR SHALL BE RESPNSIBLE FR THE CST F ANY PENALTIES, FINES, R FEE AS WELL AS AND CST F CLEAN UP R MITIGATIN WHICH MAY RESULT FRM A FAILURE T CMPLY WITH THIS REQUIREMENT. 4. INLET PRTECTIN T BE PLACED N EISTING STRM DRAIN STRUCTURES WITHIN 200 FT DWNSTREAM F PRJECT SITE. 5. TRAFFIC CNTRL SHALL BE IN PLACE PRIR T ANY WRK STARTING AND SHALL REMAIN IN PLACE AT ALL TIMES WHILE WRK IS CMMENCING. 6. REMVE SIDEWALK PANELS JINT T JINT UNLESS THERWISE NTED. 7. ALL DIMENSINS AND QUANTITIES SHWN ARE APPRIMATE; CNTRACTR SHALL VERIFY LIMITS AND QUANTIES PRIR T BEGINNING WRK. ⑤ 17 LF ⑦ 8 LF ⑥ 123 LF CNSTRUCTIN NTES ① Remove existing concrete sidewalk panel. Fill voids with per Detail A on Sheet DT1 & replace panel. Expansion joints every feet and adjacent to existing pavement. ② Sawcut ③ Existing chain link fence with top bar; remove to accommodate work. Preserve materials for re-installation. Replace top bar with tension wire. See Special Provisions for additional requirements. ④ Existing chain link fence with tension wire; protect in place. ⑤ Existing chain link fence with tension wire, remove to accommodate work. Preserve materials for re-installation. See Special Provisions for additional requirements. ⑥ Existing chain link fence with top bar. Replace existing top bar with tension wire. ⑦ Remove existing asphalt ramp. Fill void with per Detail A on Sheet DT1 & replace ramp with concrete ramp per Detail B on Sheet DT1. ⑧ Repair or replace pole foundation, mount, and/or pole as directed by engineer. ⑨ Provide new fence post (existing post missing or damaged) ① 102 LF ③ 102 LF ⑥ LF SP1 LCATINS 1 & 2 Page 2 of 8

3 GENERAL SITE NTES ④ ④ ⑤ 63 LF ① 114 LF 1. PRESERVE AND PRTECT SIDEWALK, CURB, FENCING, PAVING, VEGETATIN, AND STRIPING UNLESS THERWISE NTED. 2. CNTRACTR SHALL IMPLEMENT TEMPRARY ERSIN AND SEDIMENTATIN CNTRL (TESC) MEASURES THRUGHUT THE DURATIN F CNSTRUCTIN IN ACCRDANCE WITH STANDARDS, STANDARD SPECIFICATINS, SPECIAL PRVISINS, AND STATE REGULATINS. 3. CNTRACTR SHALL TAKE ALL PRECAUTINS NECESSARY T PREVENT ANY DEBRIS R MATERIAL FRM CNTACTING THE WATERS F THE ADJACENT STREAM; THE CNTRACTR SHALL BE RESPNSIBLE FR THE CST F ANY PENALTIES, FINES, R FEE AS WELL AS AND CST F CLEAN UP R MITIGATIN WHICH MAY RESULT FRM A FAILURE T CMPLY WITH THIS REQUIREMENT. 4. INLET PRTECTIN T BE PLACED N EISTING STRM DRAIN STRUCTURES WITHIN 200 FT DWNSTREAM F PRJECT SITE. 5. TRAFFIC CNTRL SHALL BE IN PLACE PRIR T ANY WRK STARTING AND SHALL REMAIN IN PLACE AT ALL TIMES WHILE WRK IS CMMENCING. 6. REMVE SIDEWALK PANELS JINT T JINT UNLESS THERWISE NTED. 7. ALL DIMENSINS AND QUANTITIES SHWN ARE APPRIMATE; CNTRACTR SHALL VERIFY LIMITS AND QUANTIES PRIR T BEGINNING WRK. ⑥ 8 LF ① 70 LF ③ 70 LF CNSTRUCTIN NTES ① Remove existing concrete sidewalk panel. Fill voids with per Detail A on Sheet DT1 & replace panel. Expansion joints every feet and adjacent to existing pavement. ② Sawcut ③ Existing chain link fence with top bar; remove to accommodate work. Preserve materials for re-installation. Replace top bar with tension wire. See Special Provisions for additional requirements. ④ Existing chain link fence with tension wire; protect in place. ⑤ Existing chain link fence with tension wire, remove to accommodate work. Preserve materials for re-installation. See Special Provisions for additional requirements. ⑥ Existing chain link fence with top bar. Replace existing top bar with tension wire. ⑦ Remove existing asphalt ramp. Fill void with per Detail A on Sheet DT1 & replace ramp with concrete ramp per Detail B on Sheet DT1. ⑧ Repair or replace pole foundation, mount, and/or pole as directed by engineer. ⑨ Provide new fence post (existing post missing or damaged) SP2 LCATINS 3 & 4 Page 3 of 8

4 GENERAL SITE NTES 1. PRESERVE AND PRTECT SIDEWALK, CURB, FENCING, PAVING, VEGETATIN, AND STRIPING UNLESS THERWISE NTED. 2. CNTRACTR SHALL IMPLEMENT TEMPRARY ERSIN AND SEDIMENTATIN CNTRL (TESC) MEASURES THRUGHUT THE DURATIN F CNSTRUCTIN IN ACCRDANCE WITH STANDARDS, STANDARD SPECIFICATINS, SPECIAL PRVISINS, AND STATE REGULATINS. 3. CNTRACTR SHALL TAKE ALL PRECAUTINS NECESSARY T PREVENT ANY DEBRIS R MATERIAL FRM CNTACTING THE WATERS F THE ADJACENT STREAM; THE CNTRACTR SHALL BE RESPNSIBLE FR THE CST F ANY PENALTIES, FINES, R FEE AS WELL AS AND CST F CLEAN UP R MITIGATIN WHICH MAY RESULT FRM A FAILURE T CMPLY WITH THIS REQUIREMENT. 4. INLET PRTECTIN T BE PLACED N EISTING STRM DRAIN STRUCTURES WITHIN 200 FT DWNSTREAM F PRJECT SITE. 5. TRAFFIC CNTRL SHALL BE IN PLACE PRIR T ANY WRK STARTING AND SHALL REMAIN IN PLACE AT ALL TIMES WHILE WRK IS CMMENCING. 6. REMVE SIDEWALK PANELS JINT T JINT UNLESS THERWISE NTED. 7. ALL DIMENSINS AND QUANTITIES SHWN ARE APPRIMATE; CNTRACTR SHALL VERIFY LIMITS AND QUANTIES PRIR T BEGINNING WRK. ⑥ 880 LF ⑧ x 8 EA ⑨ x 1 EA CNSTRUCTIN NTES ③ 58LF ① 62 LF ① Remove existing concrete sidewalk panel. Fill voids with per Detail A on Sheet DT1 & replace panel. Expansion joints every feet and adjacent to existing pavement. ② Sawcut ③ Existing chain link fence with top bar; remove to accommodate work. Preserve materials for re-installation. Replace top bar with tension wire. See Special Provisions for additional requirements. ④ Existing chain link fence with tension wire; protect in place. ⑤ Existing chain link fence with tension wire, remove to accommodate work. Preserve materials for re-installation. See Special Provisions for additional requirements. ⑥ Existing chain link fence with top bar. Replace existing top bar with tension wire. ⑦ Remove existing asphalt ramp. Fill void with per Detail A on Sheet DT1 & replace ramp with concrete ramp per Detail B on Sheet DT1. ⑧ Repair or replace pole foundation, mount, and/or pole as directed by engineer. ⑨ Provide new fence post (existing post missing or damaged) SP3 LCATIN 5 Page 4 of 8

5 311 Plan Sheet Template DETAILS DT1 Page 5 of 8 v

BUFFER DATA LNGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (feet) 155 200 BUFFER VEHICLE RLL AHEAD DISTANCE = R 0 MAY BE A WRK VEHICLE STRATEGICALLY LCATED T SHIELD THE WRK AREA 5 RURAL HIGHWAYS 360

6 BUFFER DATA LNGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (feet) BUFFER VEHICLE RLL AHEAD DISTANCE = R 0 MAY BE A WRK VEHICLE STRATEGICALLY LCATED T SHIELD THE WRK AREA 5 RURAL HIGHWAYS 360 SIGN SPACING = (1) 60 / 65 MPH / 55 MPH / MPH / MPH MINIMUM TAPER LENGTH = L (feet) LANE WIDTH (feet) ± 500 ± 0 ± 200 ± (2) RURAL RADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS MPH R LESS 100 ± (2) (1) ALL SPACING MAY BE ADJUSTED T ACCMMDATE INTERCHANGE RAMPS, AT-GRADE INTERSECTINS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS T FIT RADWAY CNDITINS N SPECIFIC DISTANCE REQUIRED Posted Speed (mph) L WRK AREA B MPH 50/60 / / TAPER 20 TANGENT MINIMUM SHULDER/BIKE LANE TAPER LENGTH = L/3 4 FT WIDE MINIMUM PEDESTRIAN RUTE CHANNELIZATIN DEVICE SPACING (feet) R 100 ± NTES W4-2(L) W20-5R LEGEND N TEMPRARY SIGN LCATIN CHANNELIZATIN DEVICE FLAGGING STATIN PEDESTRIAN RUTE TEMPRARY ADA ACCESSIBLE RAMP (RUNNING SLPE <8.3%) NT T SCALE ALL SIGNS ARE BLACK N RANGE UNLESS THERWISE NTED PRVIDE PEDESTRIAN ACCESS AT ALL TIMES MAINTAIN A MINIMUM F 10 FEEET WIDTH FR TRAVEL LANES FR SIGN SIZE, REFER T THE MANUAL N UNIFRM TRAFFIC CNTRL DEVICES (MUTCD) CHANNELIZATIN DEVICES SHALL MEET MUTCD ETEND CHANNELIZATIN DEVICES T CURB WHERE APPLICABLE ALL DEVICES LEFT VERNIGHT, MUST CMPLY W/ LIGHT & REFLECTIVITY STANDARDS PER MUTCD CHANNELIZATIN ALNG PEDESTRIAN RUTES MUST PRVIDE CNTINUS CANE-DETACTABLE BARRIER PER ADA REQUIREMENTS TC1 SINGLE LANE CLSURE 4 LANE Page 6 of 8

7 BUFFER DATA LNGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (feet) BUFFER VEHICLE RLL AHEAD DISTANCE = R 0 MAY BE A WRK VEHICLE STRATEGICALLY LCATED T SHIELD THE WRK AREA N SPECIFIC DISTANCE REQUIRED RURAL HIGHWAYS SIGN SPACING = (1) 60 / 65 MPH / 55 MPH / MPH / MPH MINIMUM TAPER LENGTH = L (feet) LANE WIDTH (feet) ± 500 ± 0 ± 200 ± (2) RURAL RADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS MPH R LESS 100 ± (2) (1) ALL SPACING MAY BE ADJUSTED T ACCMMDATE INTERCHANGE RAMPS, AT-GRADE INTERSECTINS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS T FIT RADWAY CNDITINS CHANNELIZATIN DEVICE SPACING (feet) Posted Speed (mph) W20-7A EISTING RAD BSTRUCTIN L WRK AREA B R W20-4 W20-7A N W20-4 TEMPRARY SIGN LCATIN CHANNELIZATIN DEVICE FLAGGING STATIN PEDESTRIAN RUTE TEMPRARY ADA ACCESSIBLE RAMP (RUNNING SLPE <8.3%) EISTING CENTER LANE CANDLESTICKS SPECIAL NTE: THIS PLAN, R ANY TRAFFIC CNTRL PLAN USING A TEMPRARY SHARED TRAVEL LANE, MAY NLY BE USED FRM 9 AM T 3 PM WEEKDAYS. ALL LANES MUST BE PENED AND UNENCUMBERED BY 3 PM EACH DAY NTES LEGEND 75 to TANGENT TAPER 20 MINIMUM SHULDER/BIKE LANE TAPER LENGTH = L/3 4 FT WIDE MINIMUM PEDESTRIAN RUTE MPH 50/60 / / ALL SIGNS ARE BLACK N RANGE UNLESS THERWISE NTED PRVIDE PEDESTRIAN ACCESS AT ALL TIMES MAINTAIN A MINIMUM F 10 FEEET WIDTH FR TRAVEL LANES FR SIGN SIZE, REFER T THE MANUAL N UNIFRM TRAFFIC CNTRL DEVICES (MUTCD) CHANNELIZATIN DEVICES SHALL MEET MUTCD ETEND CHANNELIZATIN DEVICES T CURB WHERE APPLICABLE ALL DEVICES LEFT VERNIGHT, MUST CMPLY W/ LIGHT & REFLECTIVITY STANDARDS PER MUTCD CHANNELIZATIN ALNG PEDESTRIAN RUTES MUST PRVIDE CNTINUS CANE-DETACTABLE BARRIER PER ADA REQUIREMENTS NT T SCALE SINGLE LANE CLSURE WITH FLAGGER 3 LANE TC2 Page 7 of 8

8 BUFFER DATA LNGITUDINAL BUFFER SPACE = B SPEED (MPH) LENGTH (feet) BUFFER VEHICLE RLL AHEAD DISTANCE = R 0 MAY BE A WRK VEHICLE STRATEGICALLY LCATED T SHIELD THE WRK AREA 5 RURAL HIGHWAYS 360 SIGN SPACING = (1) 60 / 65 MPH / 55 MPH / MPH / MPH MINIMUM TAPER LENGTH = L (feet) LANE WIDTH (feet) ± 500 ± 0 ± 200 ± (2) RURAL RADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS MPH R LESS 100 ± (2) (1) ALL SPACING MAY BE ADJUSTED T ACCMMDATE INTERCHANGE RAMPS, AT-GRADE INTERSECTINS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS T FIT RADWAY CNDITINS N SPECIFIC DISTANCE REQUIRED Posted Speed (mph) WRK AREA L B N TEMPRARY SIGN LCATIN CHANNELIZATIN DEVICE FLAGGING STATIN PEDESTRIAN RUTE TEMPRARY ADA ACCESSIBLE RAMP (RUNNING SLPE <8.3%) R NT T SCALE L/ TANGENT W6-3 NTES W1-4(L) LEGEND TAPER 20 W6-3 DEVICE SPACING ½ DISTANCE FR PPSING TRAFFIC DEVICES L/2 MPH 50/60 / / MINIMUM SHULDER/BIKE LANE TAPER LENGTH = L/3 4 FT WIDE MINIMUM PEDESTRIAN RUTE L/3 CHANNELIZATIN DEVICE SPACING (feet) ALL SIGNS ARE BLACK N RANGE UNLESS THERWISE NTED PRVIDE PEDESTRIAN ACCESS AT ALL TIMES MAINTAIN A MINIMUM F 10 FEEET WIDTH FR TRAVEL LANES FR SIGN SIZE, REFER T THE MANUAL N UNIFRM TRAFFIC CNTRL DEVICES (MUTCD) CHANNELIZATIN DEVICES SHALL MEET MUTCD ETEND CHANNELIZATIN DEVICES T CURB WHERE APPLICABLE ALL DEVICES LEFT VERNIGHT, MUST CMPLY W/ LIGHT & REFLECTIVITY STANDARDS PER MUTCD CHANNELIZATIN ALNG PEDESTRIAN RUTES MUST PRVIDE CNTINUS CANE-DETACTABLE BARRIER PER ADA REQUIREMENTS SINGLE LANE SHIFT 3 LANE TC3 Page 8 of 8

COMPLETE STREETS HANDBOOK CHECKLIST Philadelphia City Planning Commission

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