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228Th Pavement Preservation Project No

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228Th Pavement Preservation Project No CITY OF BOTHELL 228TH PAVEMENT PRESERVATION PROJECT NO. 0023.03.T081 FEDERAL AID NUMBER STP(UL)-2570(013) INDEX OF DRAWINGS PUBLIC WORKS SHT. NO. DWG. NO. DESCRIPTION DIRECTOR 1 CVR INDEX AND VICINITY MAP 2 LGD LEGEND-GENERAL NOTES-KEY MAP ERIN LEONHART 3 RSEC1 ROADWAY SECTIONS 4-8 PV1-PV5 PAVING PLAN 9-10 PVD1-PVD2 ROADWAY DETAILS 11-15 CH1-CH5 CHANNELIZATION PLANS 16-24 TC1-TC9 TRAFFIC CONTROL PLANS CITY COUNCIL PROJECT JEANNE ZORNES - POSITION NO. 1 LOCATION MASON THOMPSON - POSITION NO. 2 ROSEMARY McAULIFFE - POSITION NO. 3 JAMES McNEAL - POSITION NO. 4 LIAM OLSEN - POSITION NO. 5 DAVINA DUERR - POSITION NO. 6 TOM AGNEW - POSITION NO. 7 APPROVED FOR CONSTRUCTION: EDDIE LOW, P.E., DEPUTY PW DIRECTOR VICINITY MAP NTS H.LI Oct-20 H.LI Oct-20 CITY OF BOTHELL CVR M.TOY Oct-20 228TH PAVEMENT PRESERVATION A.BUTTERS Oct-20 1 INDEX AND VICINITY MAP 24 EXISTING PROPOSED SYMBOLS SEWER MANHOLE GENERAL NOTES 1. THE CONTRACTOR MUST HAVE A SET OF CITY-APPROVED PLANS ON SITE AT ALL TIMES DURING THE COURSE OF CONSTRUCTION. STORM DRAIN MANHOLE 2. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS, WHETHER OR NOT THESE UTILITIES ARE SHOWN ON THE PLANS. THE COMMUNICATION MANHOLE CONTRACTOR SHALL EXERCISE ALL CARE TO AVOID DAMAGE TO ANY UTILITIES. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CITY CONSTRUCTION INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. ALL REQUESTS FOR INSPECTIONS AND FOR TRAFFIC SIGNAL JUNCTION BOX WITNESSING TESTS SHALL BE SCHEDULED WITH THE CITY CONSTRUCTION INSPECTOR AT LEAST 24 HOURS IN ADVANCE, AND NO MORE THAN 7 DAYS IN ADVANCE. FAILURE TO GIVE ADEQUATE NOTICE MAY RESULT IN DELAYS TO THE WORK FOR REQUIRED INSPECTIONS. CATCH BASIN 3. LOCATIONS OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE AND MAY NOT BE COMPLETE. ACTUAL UTILITY LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD. CATCH BASIN W/ SOLID LID COVER 4. EXISTING CONDITIONS SHOWN ARE FROM CITY OF BOTHELL GIS DATA. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. FIRE HYDRANT WATER METER WATER VALVE GAS VALVE LIGHT POLE SIGN POST TEMPORARY EROSION AND SEDIMENT CONTROL NOTES 1. THE IMPLEMENTATION AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF EROSION SEDIMENT CONTROL (ESC) MONUMENT CASE AND COVER FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED. BORING LOG LOCATION 2. DURING THE CONSTRUCTION PERIOD, THE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. LINETYPES 3. PROVIDE STORM INLET PROTECTION PER CITY OF BOTHELL STANDARD PLAN T408 ON FOR ALL STORM DRAIN INLETS IN THE PROJECT AREA AND WITHIN 500FEET OF DISTURBED OR CONSTRUCTION AREA. INLETS SHOULD BE INSPECTED WEEKLY AT A MINIMUM, AND DAILY DURING STORM RIGHT-OF-WAY LINE EVENTS. INLET PROTECTION DEVICES SHALL BE CLEANED, OR REMOVED AND REPLACED, WHEN SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. 0+00 0+50 CONSTRUCTION ALIGNMENT CURB AND GUTTER ADVANCE LOOPS/WIRING CHANNELIZATION SYMBOLS LEFT TURN TRAFFIC ARROW HIGH OCCUPANCY VEHICLE (HOV) LANE SYMBOL LEFT/STRAIGHT/RIGHT TRAFFIC ARROW BICYCLE LANE SYMBOL HATCH PATTERNS BOTHELL 1 PLANING BITUMINOUS PAVEMENT & HMA CL 2 IN. PG 58H-22 7TH PL W 4TH AVE W 1 EVERETT HWY PAVEMENT REPAIR & HMA FOR PAVEMENT REPAIR CL 2 IN. PG 58H-22 PV1 & CH1 228TH ST SE 228TH ST SW PV2 & CH2 PV3 & CH3 PV4 & CH4 PV5 & CH5 & PV5 19TH AVE SE 15TH AVE SE KEY MAPS NTS H.LI Oct-20 H.LI Oct-20 CITY OF BOTHELL LGD M.TOY Oct-20 228TH PAVEMENT PRESERVATION A.BUTTERS Oct-20 2 LEGNED-GENERAL NOTES-KEY MAP 24 CONSTRUCTION NOTES VARIES VARIES 16'-31' 27'-38' 1 VARIES VARIES 6' 1 HMA CL. 2 IN. PG 58H-22 SIDEWALK BUFFER MATCH EXISTING MATCH EXISTING SIDEWALK 2% (TYP) 2% (TYP) 2 PLANING BITUMINOUS PAVEMENT 1 3 HMA FOR PAVEMENT REPAIR CL. 2 IN. PG 58H-22; SEE PAVEMENT REPAIR DETAIL ON PVD2 4" RESTORE 1 2 EXISTING CROWN POINT 4 CRUSHED SURFACING BASE COURSE TYPICAL SECTION A 5 ROADWAY EXCAVATION INCL. HAUL 228TH STREET SW STA A 17+50 TO STA A 25+70 NTS VARIES VARIES 6' 28'-45.5' 23'-33.5' VARIES SIDEWALK SIDEWALK MATCH EXISTING MATCH EXISTING 2% (TYP) 2% (TYP) RESTORE EXISTING 1 2 4" CROWN POINT 12.0' 2% (TYP) STA A 93+83 TO STA A 94+76 8" 16" 3 NTS 4 24" 5 TYPICAL SECTION B 228TH STREET SE STA A 86+95 TO STA A 105+22 NTS VARIES VARIES 22'-24' 24'-30' VARIES SIDEWALK VARIES SIDEWALK MATCH EXISTING MATCH EXISTING 2% (TYP) 2% (TYP) RESTORE EXISTING 1 2 4" CROWN POINT TYPICAL SECTION C 19TH AVE SE STA B 200+76 TO STA B 203+94 NTS H.LI Oct-20 H.LI Oct-20 CITY OF BOTHELL RSEC1 M.TOY Oct-20 228TH PAVEMENT PRESERVATION A.BUTTERS Oct-20 3 ROADWAY SECTIONS 24 LEGEND S.25 T.27N. R.04E. W.M. 1 PLANING BITUMINOUS PAVEMENT & HMA CL 2 IN. PG 58H-22 STA A 17+50 2 4 10 1 BEGIN TYPICAL SECTION A PAVEMENT REPAIR & HMA FOR PAVEMENT REPAIR CL 2 IN. PG 58H-22 SEE SHEET RSEC1 7TH PL W BORING LOG LOCATION; SEE CONTRACT DOCUMENTS FOR REPORTS. 1 1 1 1 1 8 GENERAL NOTES 1 6 1. EXISTING UTILITIES TO BE FIELD VERIFIED AND TO 6 REMAIN IN PLACE UNLESS INDICATED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN AND PROTECT UTILITIES. DAMAGES SHALL BE 1 CONTRACTOR'S RESPONSIBILITY. 18+00 2. DIMENSIONS ON PLANS ARE APPROXIMATE. FIELD 57' 19+00 VERIFICATION IS REQUIRED BY CONTRACTOR. 43' 20+00 A LINE 21+00 3. ADJUST EXISTING UTILITY FRAMES, AND COVERS 228TH STREET SW WITHIN AREA OF PAVING TO FINAL GRADE. 4. SEE CHANNELIZATION PLANS FOR REMOVALS AND NEW PAVEMENT MARKINGS. 5. SEE BORING LOGS IN CONTRACT DOCUMENTS 1 7 1 APPENDIX FOR EXISTING PAVEMENT DEPTHS. 1 STA A 18+93 (4' RT) MATCH LINE 21+75, THIS SHEET 6. SEE SHEET PV2 FOR UTILITY ADJUSTMENTS STATION BEGIN PROJECT 1 AND OFFSETS AND THE ADJUSTMENT UTILITY AGENCY. ADJUSTMENTS SHALL CONFORM TO CITY OF BOTHELL BEGIN CONSTRUCTION STD DETAIL 427. S.36 T.27N. R.04E. W.M. STA A 17+50 7. STATION AND OFFSETS ARE PROVIDED FOR INFORMATION ONLY, CONTRACTOR TO VERIFY. 8. ALIGNMENTS ARE FOR REFERENCE ONLY. 9. SELECT EXISTING CITY OF BOTHELL IRON COVERS IN TRAVELED WAY SHALL BE REPLACED WITH NEW COVERS AND SHALL CONFORM TO WSDOT STD SPECS S.25 T.27N. R.04E. W.M. END 9-05.15 & CITY OF BOTHELL STD DETAIL 427. SEE PV2 CONSTRUCTION FOR UTILITY ADJUSTMENTS SCHEDULE. STA A 25+70 STA A 25+70 4 2 10 END TYPICAL SECTION A CONSTRUCTION NOTES SEE SHEET RSEC1 1 INSTALL INLET PROTECTION PER CITY OF BOTHELL STD DETAIL T408. BORING B-1 1 2 CONSTRUCT BUTT JOINT PER CITY OF BOTHELL STD DETAIL 318 ON SHEET PVD1. 1 6 22+00 3 NOT USED. 23+00 24+00 4 PLANING BITUMINOUS PAVEMENT PER ROADWAY SECTIONS. 25+00 A LINE 228TH STREET SW 26+00 5 ADJUST MANHOLE. 6 ADJUST VALVE BOX. 54' 7 ADJUST MONUMENT CASE AND COVER 8 ADJUST CATCH BASIN. 9 PROTECT IN PLACE. 1 1 10 HMA CL 2IN PG. 58H-22 MATCH LINE 21+75, THIS SHEET 1 11 PAVEMENT REPAIR; SEE DETAIL ON PVD2 1 12 HMA FOR PAVEMENT REPAIR CL 2IN PG. 58H-22 S.36 T.27N. R.04E. W.M. CANYON RIDGE DRIVEWAY TO H.LI Oct-20 H.LI Oct-20 CITY OF BOTHELL PV1 M.TOY Oct-20 228TH PAVEMENT PRESERVATION A.BUTTERS Oct-20 4 PAVING PLAN 24 UTILITY ADJUSTMENTS: LEGEND 1 PLANING BITUMINOUS PAVEMENT & HMA CL 2 IN. PG 58H-22 1 PAVEMENT REPAIR & HMA FOR PAVEMENT REPAIR CL 2 IN. PG 58H-22 BORING LOG LOCATION; SEE CONTRACT DOCUMENTS FOR REPORTS. GENERAL NOTES 1. EXISTING UTILITIES TO BE FIELD VERIFIED AND TO REMAIN IN PLACE UNLESS INDICATED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN AND PROTECT UTILITIES. DAMAGES SHALL BE CONTRACTOR'S RESPONSIBILITY. 2. DIMENSIONS ON PLANS ARE APPROXIMATE. FIELD VERIFICATION IS REQUIRED BY CONTRACTOR. 3. ADJUST EXISTING UTILITY FRAMES, AND COVERS WITHIN AREA OF PAVING TO FINAL GRADE. 4. SEE CHANNELIZATION PLANS FOR REMOVALS AND NEW PAVEMENT MARKINGS. 5. SEE BORING LOGS IN CONTRACT DOCUMENTS APPENDIX FOR EXISTING PAVEMENT DEPTHS. 6. SEE SHEET PV2 FOR UTILITY ADJUSTMENTS STATION ABBREVIATIONS AND OFFSETS AND THE ADJUSTMENT UTILITY AGENCY. ADJUSTMENTS SHALL CONFORM TO CITY OF BOTHELL AWWD : ALDERWOOD WATER AND WASTE MANAGEMENT DISTRICT STD DETAIL 427. FRONTIER: FRONTIER COMMUNICATIONS PSE: PUGET SOUND ENERGY 7. STATION AND OFFSETS ARE PROVIDED FOR COB: CITY OF BOTHELL INFORMATION ONLY, CONTRACTOR TO VERIFY. 8. ALIGNMENTS ARE FOR REFERENCE ONLY. 9. SELECT EXISTING CITY OF BOTHELL IRON COVERS IN STA A 86+95 2 4 10 TRAVELED WAY SHALL BE REPLACED WITH NEW S.30 T.27N. R.05E. W.M. COVERS AND SHALL CONFORM TO WSDOT STD SPECS BEGIN TYPICAL SECTION B 9-05.15 & CITY OF BOTHELL STD DETAIL 427. SEE PV2 SEE SHEET RSEC1 6 FOR UTILITY ADJUSTMENTS SCHEDULE. 6 1 6 9 ISLAND DRIVEWAY TO BORING B-3 SHOPPING CENTER 1 6 CONSTRUCTION NOTES 5 1 INSTALL INLET PROTECTION PER CITY OF BOTHELL STD DETAIL T408. 2 CONSTRUCT BUTT JOINT PER CITY OF BOTHELL STD DETAIL 318 ON SHEET PVD1. 3 NOT USED. 4 PLANING BITUMINOUS PAVEMENT PER ROADWAY SECTIONS.
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