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HomeMy WebLinkAboutBid PlansCITY OF RENTON RENTON MUNICIPAL AIRPORT (RNT) CLAYTON SCOTT FIELD RUNWAY PCC PANEL REPAIR PROJECT JULY 2021 VICINITY MAP • P_0 E. BqR Of sl til `l9� VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING. � IF NOT ONE INCH ON ooaosas RFGISTEFtE� THIS SHEET, ADJUST • ��`� S`S�ONAL BAG SCALES ACCORDINGLY. SHEET INDEX SH. NO. DWG. NO. TITLE 1 G-01 COVER SHEET 2 G-02 GENERAL NOTES 3 G-03 SITE PHASING AND SAFETY PLAN 4 G-04 SITE PHASING AND SAFETY PLAN - NOTES 5 CP-01 PAVING LAYOUT PLAN - SHEET 1 6 CP-02 PAVING LAYOUT PLAN - SHEET 2 7 CP-03 PAVING DETAILS - SHEET 1 8 CP-04 PAVING DETAILS - SHEET 2 I PROJECT SITE Do �0 / NOT TO SCALE REVISIONS PROJECT LOCATION MAP RUNWAY 16-34 5,382' x 200' SOUND OFFICE CENTURY /// 22232 W. WEST SUTEgO6VESE BOTHELL, WA 98021 E N G I N E E R I N G 425.286.6602 OFFICE DATE: PROJECT NO: JULY 2021 35022.002.02 DESIGNED BY RENTON MUNICIPAL AIRPORT DRAWING NO. PJM G-01 DRAWN BY: PJM CHECKED BY: SHEET NO. DEB 1 of 8 SCALE: CLAYTON SCOTT FIELD RUNWAY PCC PANEL REPAIR PROJECT COVER SHEET 2021.07.30 12:34:50-07'00' GENERAL 1. AS USED IN ALL CONTRACT AND CONSTRUCTION DOCUMENTS, THE "RSA" IS DEFINED AS THE ENTIRE AREA THAT FALLS WITHIN 150' OF THE RUNWAY CENTERLINE AND EXTENDING 300' BEYOND EACH RUNWAY END. THE "OFA" IS DEFINED AS THE ENTIRE AREA FALLING WITHIN 500' OF THE RUNWAY CENTERLINE AND EXTENDING 300' BEYOND EACH RUNWAY END. 2. THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT PLANS AND SPECIFICATIONS AND ANY RULES, REGULATIONS, STANDARDS OR SPECIFICATIONS REFERENCED THEREIN. THE PROJECT IS SUBJECT TO INSPECTION BY REPRESENTATIVES OF THE CITY OF RENTON, THE FEDERAL AVIATION ADMINISTRATION (FAA) AND OTHER GOVERNING AGENCIES. 3. LIQUIDATED DAMAGES, AS STATED IN THE CONTRACT AND CONSTRUCTION DOCUMENTS, SHALL APPLY TO THIS PROJECT. 4. CONSTRUCTION WILL OCCUR WITHIN THE AIR OPERATIONS AREA (AOA). THIS IS CLOSELY MAINTAINED SECURITY AREA WITH RESTRICTED ACCESS. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR ENTERING AND OPERATING IN THIS AREA AT ALL TIMES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH ALL REQUIREMENTS FOR ENTERING AND OPERATING IN THE AOA. FURTHER, IT WILL REMAIN THE CONTRACTOR'S RESPONSIBILITY TO KEEP ADVISED OF ANY CHANGES IN THESE REQUIREMENTS AND TO ADHERE TO CURRENT REGULATIONS. 5. AS THIS PROJECT REQUIRES CONSTRUCTION ON OR NEARACTIVE AIRPORT FACILITIES, ALL CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED IN A MANNER ACCEPTABLE TO THE OWNER AND THE FEDERAL AVIATION ADMINISTRATION (FAA). 1. THE CONTRACTOR MUST OBTAIN PROPER PERMITS FOR DELIVERY OF MATERIALS AND EQUIPMENT TO THE SITE. ANY DAMAGE TO OFF -SITE ROADS SHALL BE THE COMPLETE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED AT THE CONTRACTOR'S SOLE EXPENSE. 2. ALL CONTRACTOR'S VEHICLES AND TRAFFIC (UNLESS OTHERWISE AUTHORIZED) SHALL REMAIN WITHIN THE DESIGNATED CONSTRUCTION LIMITS OR HAUL ROUTES. 3. THE CONTRACTOR SHALL CONTROL DUST FROM OPERATIONS TO A LEVEL ACCEPTABLE TO THE AIRPORT AND ENGINEER AT ALL TIMES. THE CONTRACTOR SHALL HAVE AVAILABLE VACUUM BROOMS, WATERING TRUCKS AND OTHER EQUIPMENT NECESSARY TO CONTROL DUST AND DEBRIS AT ALL TIMES. ALL METHODS FOR CONTROLLING DUST AND DEBRIS SHALL BE SUBJECT TO THE AIRPORTS APPROVAL. DUST AND DEBRIS CONTROL SHALL BE STRICTLY MONITORED DUE TO ITS IMPACT ON AIRCRAFT SAFETY. FAILURE TO PROPERLY CONTROL DUST AND DEBRIS OR TO RESPOND TO ANY REQUESTS TO DO SO WILL RESULT IN CONSTRUCTION ACTIVITIES BEING STOPPED. 4. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS THAT ARE PERTINENT TO THIS WORK. 5. ALL CONSTRUCTION ACTIVITY WITHIN A RSA OR OFA WILL REQUIRE THE CLOSURE OF THE RUNWAY. THE CONTRACTOR SHALL REQUEST, THROUGH THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS, THE CLOSURE OF THE REQUIRED PORTION OF THE TAXIWAY OR RUNWAY. THIS REQUEST SHALL BE MADE 7 DAYS PRIOR TO THE START OF CONSTRUCTION AND INCLUDE THE TIMES REQUESTED AND THE CONTRACTOR'S PROPOSED DETAILED SCHEDULE OF OPERATIONS WITHIN THE AREA. THE CONTRACTOR IS ADVISED THAT THERE MAY BE OTHER CONSTRUCTION AND AIRFIELD MAINTENANCE THAT MAY REQUIRE AIRPORT FACILITY CLOSURES. THEREFORE; CLOSE COORDINATION BY THE CONTRACTOR WITH THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS IS REQUIRED. 6. BEFORE BEING PROVIDED ACCESS TO THE PROJECT SITE, THE CONTRACTOR SHALL FURNISH THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS WITH A DETAILED SCHEDULE OF WORK FOR THE 5-24 HOUR DAYS OF THE WORK PERIOD. 7. ALL ELEMENTS OF THE CONSTRUCTION SHALL BE DONE IN SUCH A MANNER THAT, AT THE END OF CLOSURE PERIODS, THE AREA WILL BE IN A CONDITION SUITABLE FOR AIRPORT OPERATIONS AND SUBJECT TO RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS APPROVAL. COORDINATION AND OPERATIONS 1. THE CONTRACTOR SHALL ACQUAINT ITS SUPERVISORS AND EMPLOYEES WITH THE AIRPORT ACTIVITY AND OPERATIONS THAT ARE INHERENT TO THIS AIRPORT AND SHALL CONDUCT ITS CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES AS NOTED AND/OR SHOWN ON THE PLANS AND THE REQUIREMENTS DETAILED IN THE SPECIFICATIONS. 2. THE CONTRACTOR SHALL ATTEND DAILY COORDINATION MEETINGS TO DISCUSS PROGRESS IN THE WORK AREA, SCHEDULING, SAFETY, ETC. WITH THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS AND OTHER APPROPRIATE OFFICIALS. MATERIALS AND EQUIPMENT 1. ALL MATERIALS AND EQUIPMENT, WHEN NOT IN USE, SHALL BE PLACED IN APPROVED AREAS WHERE THEY WILL NOT CONSTITUTE A HAZARD TO AIRCRAFT OPERATIONS. ALL EQUIPMENT SHALL BE STORED IN A LOWERED CONFIGURATION WHEN NOT IN USE. THE APPROVED STORAGE AREA FOR EQUIPMENT AND MATERIALS IS THE CONTRACTOR'S STAGING AREA. ANY OTHER AREAS TO BE USED FOR STORAGE MUST BE APPROVED BY THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS. EQUIPMENT AND STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT JET BLAST OR WIND CONDITIONS. 2. ALL EXCESS EXCAVATED MATERIAL, UNSUITABLE MATERIAL AND CONSTRUCTION DEBRIS SHALL BE PROMPTLY DISPOSED OF PER THE PLANS AND SPECIFICATIONS. 3. ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE WORK SITE WILL USE A DELIVERY ADDRESS. THE DELIVERY ADDRESS SHALL BE ESTABLISHED AT THE PRECONSTRUCTION CONFERENCE. CONSTRUCTION LAYOUT 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING PRIOR TO CONSTRUCTION OF ANY DISCREPANCIES WITH THE LAYOUT GIVEN ON THE DRAWINGS. FAILURE TO NOTIFY THE ENGINEER SHALL RESULT IN A WAIVER OF THE CONTRACTOR'S RIGHT FOR A CHANGE ORDER. EXISTING UTILITY & NAVIGATIONAL FACILITIES 1. BEFORE ANY WORK IS STARTED ON ANY PHASE OF THIS PROJECT AND AGAIN BEFORE FINAL ACCEPTANCE BY THE OWNER, REPRESENTATIVES OF THE CONTRACTOR AND THE AIRPORT SHALL MAKE AN INSPECTION OF THE EXISTING STORM SEWERS, CATCH BASINS, MANHOLES, ELECTRICAL MANHOLES, HANDHOLES AND DUCT BANKS, WHICH ARE TO REMAIN IN SERVICE OR WHICH MAY BE AFFECTED BY THE WORK. THE CONDITION SHALL BE DETERMINED FROM FIELD OBSERVATIONS. RECORDS OF THE INSPECTION WILL BE KEPT BY THE OWNER. THE CONTRACTOR SHALL PROVIDE TO THE AIRPORT A VIDEO TAPE OR DIGITAL PICTURES OF SURFACE AND SEWER CONDITIONS IN THE PROJECT AREA BEFORE START OF WORK AND UPON COMPLETION OF THE PROJECT. 2. ALL EXISTING FACILITIES, INSPECTED INITIALLY BY THE ABOVE MENTIONED PARTIES, SHALL BE PROTECTED, MAINTAINED, AND LEFT IN A CONDITION COMPARABLE TO THAT DETERMINED BY THE ORIGINAL INSPECTION. ANY CHANGES IN THE CONDITION RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS SOLE EXPENSE TO THE SATISFACTION OF THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS. CONTRACTOR ACCESS & STORAGE AREAS 1. THE CONTRACTOR'S ACCESS POINTS TO THE SITE SHALL BE AS SHOWN ON THE CONSTRUCTION PHASING PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL VEHICLES AND PERSONNEL WHO ENTER THROUGH THESE GATES. GATES SHALL BE LOCKED WHEN NOT IN USE. 2. AREAS WILL BE MADE AVAILABLE FOR THE CONTRACTOR'S MOBILIZATION AND STAGING AS SHOWN ON THE CONSTRUCTION PHASING PLANS. THESE AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF THE PROJECT. 3. ON -SITE EMPLOYEE PARKING SHALL BE ADDRESSED AT THE PRECONSTRUCTION CONFERENCE AND SHALL BE INCLUDED IN THE CONTRACTOR'S STAGING AREA. HAUL ROUTES 1. LOCATION OF HAUL ROUTES AND STAGING AREAS ON THE AIRPORT SITE AS SHOWN ON THE CONSTRUCTION PHASING PLANS ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE EXACT LOCATIONS IN THE FIELD WITH THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS, AND TO COORDINATE OFF -SITE HAUL ROUTES (STATE HIGHWAYS, COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ON -SITE HAUL ROUTES AND STAGING AREAS SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF BEING USED AS A HAUL ROUTE. THE BEFORE AND AFTER CONDITION OF ON -SITE HAUL ROUTES AND STAGING AREAS SHALL BE JOINTLY INSPECTED AND DOCUMENTED BY THE CONTRACTOR, THE RESIDENT PROJECT REPRESENTATIVE, AND AIRPORT OPERATIONS. THE CONTRACTOR SHALL PROVIDE A VIDEO TAPE OR DIGITAL PICTURES OF ALL ON -SITE HAUL ROUTES AND STAGING AREAS BEFORE START OF WORK AND UPON COMPLETION. FENCING, DRAINAGE, SEDIMENT CONTROL, GRADING AND OTHER MISCELLANEOUS CONSTRUCTION REQUIRED TO CONSTRUCT TEMPORARY HAUL ROUTES OR ACCESS POINTS ON THE AIRPORT WILL BE THE CONTRACTOR'S TOTAL RESPONSIBILITY AND SHALL BE APPROVED BY THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS PRIOR TO THE WORK. ALL ON -SITE ACCESS ROADS TO AIRPORT FACILITIES SHALL REMAIN OPEN AND MAINTAINED AT ALL TIMES. 2. THE CONTRACTOR IS HEREBY NOTIFIED THAT THE FAA ASSESSES PENALTIES AND FINES FOR INCURSIONS INTO ANY PART OF THE AIRPORT THAT IS NOT OTHERWISE AUTHORIZED BY THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS. ALL SUCH PENALTIES AND FINES RESULTING FROM CONTRACTOR'S OPERATIONS SHALL BE PAID FOR AT THE CONTRACTOR'S EXPENSE. REPEATED OFFENSES MAY RESULT IN INDIVIDUAL DISBARMENT OF THE CONTRACTOR'S PERSONNEL. USE OF UNAUTHORIZED HAUL ROUTES WILL NOT BE ACCEPTABLE. 3. THE CONTRACTOR SHALL ONLY USE THE HAUL ROUTES APPROVED BY THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS AND AS SHOWN ON THE CONSTRUCTION PHASING PLANS. THE HAUL TRUCKS MUST BE COVERED AT ALL TIMES. THE CONTRACTOR SHALL CONTINUOUSLY CLEAN THE HAUL ROUTE WITH A POWER VACUUM DURING ALL PERIODS WHEN HAULING. FAILURE TO MAINTAIN THE HAUL ROUTE IN AN ACCEPTABLE MANNER WILL RESULT IN SUSPENSION OF WORK. IN THE EVENT THAT ANY FOREIGN OBJECT, SPILLAGE, DEBRIS OR DUST BUILDS UP AS A RESULT OF HAULING, THE CONTRACTOR SHALL BE REQUIRED TO IMMEDIATELY CLEAN AND REMOVE THE MATERIAL. �p E. gqR roe washtiTC'<9� VERIFY SCALES BAR IS ONE INCH ON m ORIGINAL DRAWING. q IF NOT ONE INCH ON ry}, R00 N89 �THIS SHEET, ADJUST SCALES ACCORDINGLY. UNDERGROUND UTILITIES 1. THE LOCATION OF THE UNDERGROUND UTILITIES AND FAA CABLES SHOWN ON THE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND FIELD CHECKS AND ARE BELIEVED TO BE CORRECT. NO GUARANTEE IS MADE AS TO THEIR ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES IN THE WORK AREA PRIOR TO CONSTRUCTION. ANY UNDERGROUND UTILITIES LOCATED WHICH DO NOT APPEAR ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS. ANY DAMAGE TO UTILITIES, CAUSED BY THE CONTRACTOR, SHALL BE REPAIRED AT THE CONTRACTOR'S SOLE EXPENSE. 2. INTERRUPTION TO EXISTING AIRFIELD LIGHTING SYSTEMS NOT INCLUDED IN THIS PROJECT SHALL NOT BE PERMITTED. ALL AIRFIELD ELECTRICAL CIRCUITS AFFECTED BY THIS PROJECT SHALL BE PROTECTED AND MAINTAINED DURING OPERATIONAL PERIODS BY THE CONTRACTOR. THE CONTRACTOR, AT ITS EXPENSE, SHALL IMMEDIATELY REPAIR, WITH IDENTICAL MATERIAL AND BY SKILLED WORKMEN, ANY UNDERGROUND CABLES SERVING FAA NAVAIDS, WEATHER BUREAU AND/OR OTHER AIRPORT FACILITIES, WHICH ARE DAMAGED BY HIS WORKMEN, EQUIPMENT OR WORK. PRIOR WRITTEN APPROVAL FROM THE FAA MUST BE OBTAINED FOR THE MATERIALS, WORKMEN, TIME OF DAY OR NIGHT, METHOD OF REPAIRS AND FOR ANY TEMPORARY OR PERMANENT REPAIRS THE CONTRACTOR PROPOSES TO MAKE TO ANY FAA NAVAIDS AND FACILITIES DAMAGED BY THE CONTRACTOR. LIKE APPROVAL MUST BE OBTAINED FROM THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS FOR ANY REPAIRS THE CONTRACTOR PROPOSES TO MAKE TO ANY OTHER AIRPORT FACILITIES AND CABLES DAMAGED BY THE CONTRACTOR. SUCH REPAIRS MUST BE STARTED IMMEDIATELY AND CONTINUED UNTIL COMPLETE. ANY FAA CABLE AND OR CONDUIT DAMAGED MUST BE REPLACED FROM FIXTURE TO FIXTURE IN ACCORDANCE WITH FAA REQUIREMENTS AND IN THE PRESENCE OF AN FAA REPRESENTATIVE. THE OWNER MAY ELECT TO HAVE SUCH REPAIRS PERFORMED BY OTHERS BUT THE CONTRACTOR SHALL STILL BE RESPONSIBLE FOR PAYING THE INCURRED COSTS. UTILITIES NOTIFICATION 1. THE CONTRACTOR SHALL NOTIFY, AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION OPERATIONS IN AN AREA WHICH MAY INVOLVE UNDERGROUND UTILITY FACILITIES, THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS, THE REGISTERED UTILITY PROTECTION SERVICE, AND THE OWNER OF EACH UNDERGROUND UTILITY FACILITY IN THE AREA. 2. THE CONTRACTOR SHALL IMMEDIATELY ALERT THE OCCUPANTS OF NEARBY PREMISES OR FACILITY AS TO ANY EMERGENCY THAT IT MAY CREATE OR DISCOVER AT OR NEAR SUCH PREMISES OR FACILITIES. THE CONTRACTOR SHALL REPORT IMMEDIATELY TO THE RESIDENT PROJECT REPRESENTATIVE, AIRPORT OPERATIONS, AND THE OPERATOR OF THE UNDERGROUND FACILITY ANY BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE, GROVE OR OTHER DAMAGE TO SUCH LINES OR THEIR COATING OR CATHODIC PROTECTION, MADE OR DISCOVERED IN THE COURSE OF THEIR EXCAVATION. 3. ALL REQUIRED TEMPORARY UTILITIES FOR THE CONTRACTOR'S STAGING AREA SHALL BE ARRANGED AND PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL POLES, LINES, PIPES, METERS, ETC. TO BRING THE SERVICE FROM EXISTING SOURCES TO THE AREA. 4. THE CONTRACTOR SHALL DEAL DIRECTLY WITH RESIDENT PROJECT REPRESENTATIVE, AIRPORT OPERATIONS, AND APPROPRIATE UTILITY AGENCIES. ALL TEMPORARY UTILITY ARRANGEMENTS SHALL BE SUBJECT TO THE APPROVAL OF THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL HAVE ALL UTILITIES DISCONNECTED AND SHALL REMOVE ALL POLES, PIPES, METERS, ETC. AND RESTORE THE AREAS TO THEIR PREVIOUS CONDITION. 5. FOR ALL ITEMS REQUIRING THE USE OF WATER, THE CONTRACT UNIT PRICE BID FOR THE RESPECTIVE ITEM SHALL INCLUDE THE COST OF FURNISHING THE WATER. 6. ANY UTILITIES DAMAGED OR BROKEN BY THE CONTRACTOR WILL BE REPAIRED AND PUT BACK INTO WORKING ORDER IN A MANNER ACCEPTABLE TO THE OWNER OF THE AFFECTED UTILITY BY THE CONTRACTOR AT ITS EXPENSE. UNDERGROUND UTILITIES 2 WORKING DAYS BEFORE YOU DIG CALL 1-800-424-5555 WASHINGTON UTILITIES COORDINATING COUNCIL UTILITY LINE NOTES SUPERVISION 1. THE PRIME CONTRACTOR SHALL HAVE ON SITE AT ALL TIMES, WHILE WORK IS IN PROGRESS, A JOB SUPERINTENDENT/FOREMAN. THIS PERSON SHALL BE FAMILIAR WITH ALL TYPES OF CONSTRUCTION BEING PERFORMED AND SHALL BE THE SAME PERSON EACH DAY THROUGHOUT THE PROJECT. THE SUPERINTENDENT/FOREMAN SHALL HAVE THE RESPONSIBILITY OF COORDINATING EACH DAY'S WORK WITH THE AIRPORT OR RESIDENT PROJECT REPRESENTATIVE AND SHALL HAVE AUTHORITY TO SCHEDULE AND ADJUST ALL WORKERS, PRIME AND SUB -CONTRACTORS, TO ACCOMMODATE AIRPORT OPERATIONS AS DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS. 2. ALL PERSONNEL SHALL CLEAR THE CONSTRUCTION AREA ONCE WORK HAS STOPPED FOR THE DAY. ALL MECHANICS NEEDING ACCESS TO THE AOA DURING EVENINGS AND WEEKENDS TO WORK ON CONSTRUCTION EQUIPMENT SHALL BE ESCORTED AND HAVE THEIR VEHICLES IDENTIFIED WITH THE CONTRACTOR'S NAME AND APPROPRIATE LIGHTING. SECURITY 1. GENERAL INTENT: IT IS INTENDED THAT THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE AIRPORT SECURITY PLAN AND WITH THE SECURITY REQUIREMENTS SPECIFIED HEREIN. THE CONTRACTOR SHALL DESIGNATE TO THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS THE NAME OF ITS "CONTRACTOR SECURITY OFFICER" (C.S.O.). THE C.S.O. SHALL REPRESENT THE CONTRACTOR ON THE SECURITY REQUIREMENTS FOR THE CONTRACT. 2. CONTRACTOR PERSONNEL SECURITY ORIENTATION: THE C.S.O. SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR PERSONNEL ON AIRPORT SECURITY REQUIREMENTS AND OTHER SECURITY PROVISIONS. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON THESE REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA. 3. ACCESS TO THE SITE: THE CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS. NO OTHER ACCESS POINTS SHALL BE ALLOWED UNLESS APPROVED BY THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS. ALL CONTRACTOR TRAFFIC AUTHORIZED TO ENTER THE SITE SHALL BE EXPERIENCED IN THE ROUTE OR GUIDED BY CONTRACTOR PERSONNEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE CONSTRUCTION AREA ON THE SITE. DIRECTIONAL SIGNING AT THE ACCESS GATE AND ALONG THE DELIVERY ROUTE TO THE STORAGE AREA, PLANT SITE OR WORK SITE SHALL BE AS DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS. 4. CONSTRUCTION AREA LIMITS: THE LIMITS, MATERIAL STORAGE AREAS, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED FOR THE CONTRACTORS EXCLUSIVE USE DURING CONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR. THE CONTRACTOR SHALL ERECT AND MAINTAIN AROUND THE PERIMETER OF THESE AREAS SUITABLE FENCING, MARKING AND OR WARNING DEVICES VISIBLE FOR DAY AND NIGHT USE. TEMPORARY BARRICADES, FLAGGING AND FLASHING WARNING LIGHTS WILL BE REQUIRED AT CRITICAL ACCESS POINTS. TYPE OF MARKING AND WARNING DEVICES SHALL BE AS INDICATED IN THE CONSTRUCTION PHASING PLANS. 5. THE CONTRACTOR'S ACCESS TO THE PROJECT SHALL BE VIA THE GATES SHOWN IN THE PLANS. 6. CONTRACTOR'S SITE SUPERINTENDANT SHALL, AT ALL TIMES, HAVE THE FOLLOWING TELEPHONE NUMBERS ON HIS/HER PERSON: A. AIRPORT SECURITY: 425-430-7471 B. AIRPORT FIRE DEPARTMENT: 911 C. AIRPORT OPERATIONS: 206-200-6811 GENERAL PHASING NOTES: 1. CONTRACTOR IS HEREBY NOTIFIED THAT PRIOR TO OPENING ANY AIRFIELD PAVEMENT FACILITY TO AIR TRAFFIC FOLLOWING CONSTRUCTION OPERATIONS, AIRPORT OPERATIONS PERSONNEL MUST HAVE ADEQUATE TIME TO INSPECT THE FACILITY AND THE AREA WITHIN THE SAFETY AREA OF SAID FACILITY. AIRPORT OPERATIONS PERSONNEL WILL BE THE SOLE JUDGE OF WHETHER OR NOT THE FACILITY AND THE SURROUNDING SAFETY AREA IS IN A CONDITION TO BE OPENED, AND WILL ESTABLISH THE OFFICIAL TIME THAT THE FACILITY WAS OPENED. THIS 8. OFFICIAL TIME WILL BE THE BASIS FOR ASSESSING LIQUIDATED DAMAGES, IF APPLICABLE. 2. FOR ANY WORK REQUIRING THE CLOSURE OF THE RUNWAY CONTRACTOR MUST DEPLOY MOBILE LIGHTED RUNWAY CLOSED DC UNITS. THE AIRPORT WILL PROVIDE THE LIGHTED CLOSING X'S TO THE CONTRACTOR. CONTRACTOR WILL BE RESPONSIBLE FOR DEPLOYING AND MAINTAINING THESE UNITS, INCLUDING THE REPLACEMENT OF LIGHT BULBS. ONE UNIT WILL BE DEPLOYED AND PLACED AT EACH END OF THE RUNWAY, ON CENTERLINE, AT THE APPROXIMATE CENTER OF THE EXISTING PAINTED RUNWAY NUMERAL. 3. USE OF EQUIPMENT TALLER THAN 30' AGL IS PROHIBITED EXCEPT AS SEPARATELY APPROVED BY THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS. REQUESTS FOR USE OF EQUIPMENT TALLER THAN 30' AGL MUST BE MADE A MINIMUM OF 3 DAYS PRIOR TO SCHEDULED USE. 4. AT NO TIME MAY THE CONTRACTOR'S OPERATIONS OCCUR OUTSIDE OF THE PHASE LIMITS SHOWN ON THE PLANS. 5. OPEN TRENCHES WITHIN THE RSA OF ANY RUNWAY ARE PROHIBITED WHILE THE RUNWAY IS OPEN AND OPERATIONAL. CONTRACTOR'S VEHICLES 1. ALL CONTRACTORS VEHICLES SHALL BE IN GOOD WORKING ORDER. ALL CONTRACTOR VEHICLES SHALL BE ESCORTED WHILE INSIDE THE A.O.A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ESCORTS WITH THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS. 2. ALL CONTRACTOR VEHICLES/EQUIPMENT THAT ARE AUTHORIZED TO OPERATE ON THE AIRPORTS A.O.A. SHALL DISPLAY IN FULL VIEW ABOVE THE VEHICLE/EQUIPMENT A 37cT (MIN.) ORANGE AND WHITE CHECKER BOARD FLAG (DAY OPERATIONS). EACH CHECKER BOARD COLOR BEING ONE SQUARE FOOT. ANY VEHICLE OPERATING ON THE A.O.A. SHALL ALSO BE EQUIPPED WITH A FLASHING AMBER DOME TYPE LIGHT, MOUNTED ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL AND FEDERAL CODES FOR MAINTENANCE AND EMERGENCY VEHICLES (DAY OR NIGHT OPERATIONS). OPERATIONAL REQUIREMENTS AND RESTRICTIONS 1. THE CONTRACTOR SHALL ACQUAINT ITS SUPERVISORS, EMPLOYEES AND SUBCONTRACTORS OF THE AIRPORT ACTIVITY AND OPERATIONS THAT ARE INHERENT AT THIS BUSY AND ACTIVE AIRPORT, AND SHALL CONDUCT ITS CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES SPECIFIED IN THE SPECIAL PROVISIONS. 2. NO RUNWAY, TAXIWAY, APRON OR AIRPORT ROADWAY SHALL BE CLOSED WITHOUT WRITTEN APPROVAL OF THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS, IN ORDER TO ISSUE NECESSARY "NOTICES TO AIRMEN" (NOTAM) OR ADVISORIES TO PILOTS AND AIRPORT TENANTS. A MINIMUM OF 48 HOURS NOTICE OF REQUESTED CLOSURES SHALL BE PROVIDED TO THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS. 3. UNLESS OTHERWISE APPROVED BY THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS, ANY CONSTRUCTION ACTIVITY WITHIN THE RSA OR OFA, OR OPEN EXCAVATIONS IN EXCESS OF 3" INCHES DEEP WITHIN THE ABOVE AREAS, WILL REQUIRE CLOSURE OF THE AFFECTED RUNWAY. CLOSURE REQUIRES THE SAME PROVISIONS AS NOTE 2 ABOVE. 4. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE PRECAUTIONS HAVE BEEN TAKEN AND THE PROCEDURE APPROVED. THE CONTRACTOR SHALL OBTAIN AN AIRPORT "BURN PERMIT" FROM THE FIRE DEPARTMENT. 5. ALL DEBRIS DEPOSITED ON THE PAVEMENT DUE TO CONSTRUCTION ACTIVITIES SHALL BE REMOVED IMMEDIATELY. METHODS OF IMMEDIATE REMOVAL OF LARGE DEBRIS SUCH AS GRAVEL, DIRT CLODS, CONCRETE CHUNKS, MATERIAL CANISTERS, FORM WORK, ETC., SHALL BE AT THE CONTRACTOR'S DISCRETION, SUBJECT TO APPROVAL OF THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS. THE OPERATIONAL PAVEMENT MUST BE FOREIGN OBJECT DEBRIS (FOD) FREE AT ALL TIMES. 6. ALL TRUCKS HAULING DEBRIS FROM THE AIRPORT OR MATERIAL TO THE PROJECT SHALL BE EQUIPPED WITH TAILGATES WHICH SHUT TIGHTLY AND DO NOT PERMIT DEBRIS TO SPILL FROM THE TAILGATE AREA. TRUCK BEDS SHALL BE SWEPT CLEAN BEFORE ENTERING THE AOA OR LEAVING THE WORK AREA. SIDEBOARDS SHALL BE KEPT IN GOOD REPAIR. UNDER NO CIRCUMSTANCES WILL TRUCKS BE PERMITTED TO BE LOADED GREATER THAN LEGAL LIMIT OR HIGHER THAN THE SIDEBOARDS. TRUCKS NOT MEETING THESE REQUIREMENTS OR THAT ALLOW MATERIAL TO BE WIND BLOWN OR TO ESCAPE THEIR CONTAINMENT BEDS ONTO THE ROADWAYS OR TAXIWAYS WILL BE REMOVED FROM THE PROJECT IMMEDIATELY AT THE DIRECTION OF THE RESIDENT PROJECT REPRESENTATIVE OR AIRPORT OPERATIONS. 7. THE CONTRACTOR'S C.S.O. WILL BE RESPONSIBLE FOR ALL OPERATIONAL PRECAUTIONS. PRIOR TO THE COMMENCEMENT OF THE WORK THE C.S.O. SHALL PROVIDE THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS AN OUTLINE OF A PROPOSED ACCIDENT AND FIRE PROTECTION PLAN FOR ALL WORK CONTEMPLATED UNDER THE CONTRACT AND CONDUCT AT LEAST ONE SAFETY MEETING EACH MONTH FOR EACH SHIFT AND REQUIRE THE ATTENDANCE OF ALL SUPERVISORS AT SUCH MEETINGS. COPIES OF THE MINUTES OF SAFETY MEETINGS SHALL BE KEPT ON FILE IN THE CONTRACTOR'S FIELD OFFICE AND MADE AVAILABLE UPON REQUEST TO THE RESIDENT PROJECT REPRESENTATIVE OR AIRPORT OPERATIONS. MAXIMUM CONSTRUCTION TRAFFIC SPEED ON ALL AIRPORT PROPERTY SHALL BE 15 MPH. 9. THE CONTRACTOR SHALL ACQUAINT ITSELF WITH FAA ADVISORY CIRCULAR AC-150/5370-2E "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION". 6. STOCKPILING OF EMBANKMENT AND/OR BACKFILL MATERIAL IS PROHIBITED 1. THE EXACT DEPTH OF EXISTING FUEL, GAS, WATER, AND DUCT BANKS ARE WITHIN THE RSA OR THE OFA OF THE RUNWAY WHILE THE RESPECTIVE RUNWAY IS UNKNOWN. THE CONTRACTOR SHALL "FIELD VERIFY" ALL UTILITIES AS OPEN AND OPERATIONAL. NECESSARY, BY HAND/EQUIPMENT EXCAVATION, PRIOR TO THE START OF EXCAVATION. THIS INFORMATION SHALL BE PROVIDED TO THE RESIDENT PROJECT REPRESENTATIVE AND AIRPORT OPERATIONS. REVISIONS DESIGNED BY: RENTON MUNICIPAL AIRPORT PUGET SOUND OFFICE Pim CENTURY P2232SUITE #206 17�AVESE CLAYTON SCOTT FIELD �///WEST DRAWN RUNWAY PCC PANEL REPAIR PROJECT E N G N E E R N G BOTHELL, WA 98021 425.286.6602 OFFICE CHECKED BY: DEB GENERAL NOTES DATE: PROJECTNO: SCALE: JULY 2021 35022.002.02 N.T.S. DRAWING NO. G-02 SHEET NO. 2OF8 2021.07.30 12:35:27-07'00' EXISTING GATE V7 OBSCURE ALL RUNWAY THRESHOLD LIGHTS STAGING AND STORAGE AREA OFZ I — III OBSCURE ALL THRESHOLD MARKINGS WITH BLACK TARPS AND #1 ill EC�IIIk WITH SANDBAG 1 ! l'+ K l m EXISTING PAVEMENT EDGE EXISTING BUILDING WORK AREA LIMITS WORK AREA RUNWAY SAFETY AREA OBSTACLE FREE ZONE OBJECT FREE AREA CONTRACTOR ACCESS/ HAUL ROUTE CONTRACTOR STAGING AREA AIRPORT PROPERTY LIMITS LOW LEVEL BARRICADES SEE DETAIL g J WA# RSA OFZ OFZ OFA LOW LEVEL BARRICADE WA ll�f —... ••,.cr[ AVE S RIA PORT p =T R RD W ROPER7YLINE OBSCURE REIL LIGHTS AND OBSCURE ALL THRESHOLD LIGHTS DISTANCE TO — OBSCURE RUNWAY EDGE LIGHTS REMAIN SIGNS PLACE TEMPORARY DISPLACED — THRESHOLD AT ASPHALT EDGE AND — OFA AT END OF CONCRETE. SEE DETAIL OFA — OFZ OFZ OFZ � FZ 2 OFZ a No G-03 o r OFZ- RSA SA RSA RSA RSA RUNWAY 16-34 RSA R$t. —RSA RSA RSA OFZ OFZ OFA OFA TAXIWAY B SET PORTABLE LIGHTED 0 RUNWAY CLOSURE X BEFORE WORK BEGINS. REMOVE WHILE RUNWAY IS DISPLACED c LOW LEVEL BARRICADE. REMOVE DURING DISPLACED THRESHOLD Fz' OFA OFA OFA AVE Sr — _ _ .� Ls/ soon -� jl LOW LEVEL BARRICADE. REMOVE LOW LEVEL BARRICADE. REMOVE DURING DISPLACED THRESHOLD DURING DISPLACED THRESHOLD —TAXIWAYA- OFA A OFA OFA T FA OFA_''OFA OFA OFZ CoFZ OFZ OFZZly FZ OFZ OFZ OFZ OFZ 6� m m W,�SA y RSA RSA RSA RSA RSq RSA RSA RSA LOW LEVEL BARRICADE. REMOVE u 186' DURING DISPLACED THRESHOLD SET PORTABLE LIGHTED i RUNWAY CLOSURE X BEFORE LRSA—=R� RSA IRS RSA RSA RSA WORK BEGINS. REMOVE WHILE-sA a a b RUNWAY IS DISPLACED — OFZ OP OFZ OFZ — �� O OFA ==�FA — OFZ OF2 OFA OEA 200 0 200 400 _ SCALE OF FEET SCALE: 1"=200' N �) I LOW LEVEL BARRICADE. REMOVE I DURING DISPLACED THRESHOLD —OFA A F I R � R L)� TAXIWAY B f — — LOW LEVEL BARRICADE. REMOVE — LOW LEVEL BARRICADE, - - - OBSCURE ALL T -r LOW LEVEL BARRICADE. REMOVE��o DURING DISPLACED THRESHOLB REMOVE DURING DISTANCE TO — _ — DURING DISPLACED THRESHOLD — — DISPLACED THRESHOLD REMAIN SIGNS LINE AIRPORT PROPERTY - - O❑ _j — WATERWAY COMME�A�- /� -- ------------ x� -���� -" CEDAR RIVER � PLAN 1 SCALE: 1 "=200' G-03 CONSTRUCTION PHASING AND OPERATION CONSTRAINTS PROJECT TW TW TW TW TW PHASE DURATION ACTIVITY RW 16-34 TW A TW B A7/B7 A6/136 A5/135 A4/64 A3/B3 TW A2 TW Al FIVE (5)* CONSECUTIVE 24 HOUR CONSTRUCTION - PANEL CLOSED 1 PERIODS REPAIR OPEN OPEN CLOSED OPEN OPEN OPEN OPEN OPEN OPEN SEVEN (7) CONSECUTIVE 24 HOUR PAVEMENT CURING - NO PARTIALLY 2 PERIODS CONSTRUCTION OPEN OPEN CLOSED OPEN OPEN OPEN OPEN OPEN OPEN OPEN** THREE (3) CONSECUTIVE 4-HOUR CONSTRUCTION - CLOSED 3 DAYS GROOVING OPEN OPEN CLOSED OPEN OPEN OPEN OPEN OPEN OPEN * THE 5 CONSECUTIVE 24 HOUR PERIODS MUST INCLUDE A SATURDAY AND A SUNDAY. ** RUNWAY 16-34 WILL BE OPERATIONAL FROM DAWN TO DUSK. AVAILABLE TORA/TODA OF 4542' GENERAL WORK AREA NOTES: 1. THE CONTRACTOR SHALL BE RESTRICTED TO USE THE ENTRANCE AND HAUL ROUTES SHOWN ON THE DRAWINGS. FOLLOW AIRPORT AND FAA SAFETY PROCEDURES WHEN MOVING EQUIPMENT OR PERSONNEL. PERSONAL VEHICLES ARE NOT ALLOWED TO BE OUTSIDE OF THE STAGING AREA. THE AIRPORT MAY IMMEDIATELY REMOVE ANY PERSONNEL AND EQUIPMENT FROM THE SITE IN VIOLATION OF AIRPORT SAFETY PROCEDURES. 2. AVOID IMPACTS TO AIRFIELD LIGHTING AND PAVEMENTS OUTSIDE OF THE WORK AREA. 3. LIMIT EQUIPMENT HEIGHT TO 30' UNLESS OTHERWISE APPROVED BY THE ENGINEER. 4. STOCK PILES ARE NOT PERMITTED WITHIN THE WORK AREA. STOCKPILES MUST BE CONTAINED WITHIN THE STAGING AREA. 5. WHILE ON THE AIRPORT, THE CONTRACTOR SHALL HAVE AN AIRPORT RADIO CAPABLE OF MONITORING THE AIRPORT UNICOM FREQUENCY (122.950). 6. CONTRACTOR SHALL MEET ALL AIRPORT GROUND VEHICLE SAFETY AND TRAINING REQUIREMENTS. 7. ALL EQUIPMENT SHALL HAVE A BEACON OR A FLAG PER FAA SPECIFICATION. 8. IN THE EVENT OF AN EMERGENCY, MOVE ALL PERSONNEL TO THE STAGING AREA, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 9. FOR ADDITIONAL REQUIREMENTS, REFER TO SECTION 01330, AIRPORT SAFETY, IN THE TECHNICAL SPECIFICATIONS. 10. CONTRACTOR SHALL CONTROL DUST AND FOD RELATED TO CONSTRUCTION ACTIVITIES AT ALL TIMES. D E. Bq Hof �KSy O<9j_ 9i 0ON689 . RecisrRE� S O�� S�ONPL VERIFY SCALES NO. DATE BY APPR REVISIONS ICE / FCENTURY P23217' AVE EBE WEST UITE#206�S E N G N E E R I N G BOTHELL, WA 98021 425.286.6602 OFFICE DESIGNED BY: PJM BAR IS ONE INCH ON ORIGINAL DRAWING. 01. 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWN BY PJM CHECKED BY: DEB DATE: JULY 2021 PROJECT NO: 35022.002.02 SCALE: 1 "=200' Y OFA I I 10, 45' o w 5' CHEVRON THRESHOLD BAR NOTES: 1. PLACE EDGE OF THRESHOLD BAR FLUSH WITH SHOULDER OF RUNWAY 34. 2. CHEVRONS ARE YELLOW IN COLOR. 3. THRESHOLD BARS ARE WHITE IN COLOR. 4. THRESHOLD BARS AND CHEVRONS SHALL BE PLYWOOD OR TARPS. CONTRACTOR TO SECURE THRESHOLD BAR AND CHEVRON TO PREVENT MOVEMENT. TEMPORARY THRESHOLD DETAIL 2 N.T.S. llGv RENTON MUNICIPAL AIRPORT DRAWING NO. CLAYTON SCOTT FIELD G-03 RUNWAY PCC PANEL REPAIR PROJECT SHEET NO SITE PHASING AND SAFETY PLAN 3OF8 2021.07.30 12: 36:03-07'00' FILL WITH WATER OR SAND BATTERY OR SOLAR POWERED RED LENS STANDARD BARRICADE LIGHT ORANGE / WHITE STRIPE HIGH REFLECTIVE SHEETING 6.0' 8.0' 2" x 4" (MIN.) 2" x 8" (MIN.) BATTERY OR SOLAR POWERED RED LENS STANDARD BARRICADE LIGHT ORANGE / WHITE STRIPE — HIGH REFLECTIVE SHEETING VARIES ORANGE BODY 6'-0" NOTES: 1. BARRICADES SHALL MEET THE REQUIREMENTS OF AC 150/5370-2, CURRENT EDITION. 2. PLACE BARRICADE PER THE PLANS OR AS DIRECTED BY THE ENGINEER. 3. BARRICADES SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING, FILLING, EMPTYING, MOVING, MAINTAINING AND PROTECTING BARRICADES THROUGHOUT THE DURATION OF THE PROJECT. 4. LIGHTS ARE TO BE NO FARTHER APART THAN 1Y WHEN PLACED. 5. BARRICADES SHALL BE COVERED WITH REFLECTIVE SHEETING OR OTHER MATERIAL APPROVED BY THE ENGINEER. 6. BARRICADES SHALL BE APPROPRIATELY WEIGHTED DOWN TO RESTRICT MOVEMENT FROM HIGH WINDS OR PROP WASH. LOW LEVEL BARRICADE DETAIL N T S G-04 CONNECTING PINS SEQUENCING AND PHASING NOTES PHASE 1: THE RUNWAY WILL BE CLOSED FOR 5 CONSECUTIVE DAYS FOR CONSTRUCTION. PHASE 2: THE RUNWAY WILL BE PARTIALLY OPEN FOR 7 DAYS FOLLOWING THE CONCRETE POURTO ALLOW THE CONCRETE TO CURE AND TO ALLOW THE CONCRETE TO REACH A FLEXURAL STRENGTH OF 450 PSI WHILE THE SHORTENED RUNWAY IS OPENED TO TRAFFIC. PHASE 3: FOLLOWING THE MINIMUM 30 DAY CURE PERIOD, THE RUNWAY WILL BE CLOSED FOR THREE (3) 4-HOUR DAYS TO COMPETE GROOVING OF THE NEW CONCRETE PANELS. 1. WORK ON THE RUNWAY IS PERMITTED ON A 24 HOUR BASIS DURING THE CONSECUTIVE 5 DAY CONSTRUCTION PERIOD. THE CONSECUTIVE 5 DAY CONSTRUCTION PERIOD MUST INCLUDE A SATURDAY AND A SUNDAY. 2. CONTRACTOR MUST NOTIFY THE ENGINEER 7 DAYS PRIOR TO THE RUNWAY CLOSURE. 3. CONTRACTOR TO NOTIFY ENGINEER 72 HOURS PRIOR TO BEGINNING GROOVING OPERATIONS. 4. PLACE LIGHTED CLOSURE CROSSES (X'S) OVER RUNWAY NUMERALS. THE AIRPORT WILL PROVIDE THE TWO LIGHTED CROSSES AND THE CONTRACTOR WILL MAINTAIN AND FUEL THE CROSSES WHILE USED FOR THIS PROJECT. 5. ALL AIRPORT NAVAIDS, FACILITIES, AND LIGHTING MUST BE SHUTDOWN DURING THE RUNWAY CLOSURE. 6. WORK ON THE RUNWAY CAN START AFTER RUNWAY CLOSURE ITEMS ARE INPLACE AND NOTAM IS IN EFFECT. 7. WORK DURING PHASE 1INCLUDES: a. SAW CUTTING EXISTING JOINTS h. REMOVAL OF DAMAGED PCC PANELS c. INSTALLATION OF DOWELS IN EXISTING SLABS d. INSTALLATION OF BOND BREAKING FABRIC e. PLACEMENT OF DOWEL BASKETS f. PLACEMENT AND FINISHING OF CONCRETE g. SAW CUTTING OF CONCRETE JOINTS h. INSTALLATION OF CONCRETE JOINT MATERIAL 8. CONCRETE PANELS ARE TO BE PROTECTED FROM WEATHER AND TRAFFIC DURING THE 7 DAY CURE PERIOD. 9. CONCRETE BEAMS SHALL BE TESTED 3 DAYS AND 7 DAYS AFTER CONCRETE HAS BEEN PLACED TO MONITOR STRENGTH. BEAMS SHALL ALSO BE TESTED AT 28 DAYS TO DETERMINE THE STRENGTH SPECIFIED IN P-501. 10. PRIOR TO REOPENING THE RUNWAY, THE RUNWAY WILL BE INSPECTED AND CLEARED OF ALL FOD. 11. AFTER ENGINEER AND AIRPORT PERSONNEL APPROVE OF THE RUNWAY CONDITION, THE BARRICADES, AND THE DISPLACED THRESHOLD ITEMS CAN BE REMOVED FROM THE RUNWAY. THE AIRPORT NAVAIDS, FACILITIES, AND LIGHTING SYSTEMS CAN BE RE -ENERGIZED AND THE RUNWAY RE -OPENED. O E B pF wasH RC,(� 9 v% 003 g �Q7 RFGiSTEREo NAL VERIFY SCALES OAR WAND INCH ON ORIGINAL DRAWING. 0" 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. NO. DATE BY APPR REVISIONS CENTURY PUGET SOUND OFFICE 'CENTURY2zzazv AVE BE ` SUITE#206 BOTHELL, WA 98021 E N G N E E R N G 425.286.6602 OFFICE DESIGNED BY: PJM RENTON MUNICIPAL AIRPORT CLAYTON SCOTT FIELD RUNWAY PCC PANEL REPAIR PROJECT DRAWING NO. G-04 DRAWN BY: PJM CHECKED BY: DEB SITE PHASING AND SAFETY PLAN - NOTES SHEET NO. p 4 OF DATE: JULY 2021 PROJECT NO: 35022.002.02 SCALE: N.T.S. 2021.07.30 12:36:41-07'00' PANEL ROW IDENTIFIER (TYP) A B C D E F G H I J K L M N O P PANEL COLUMN 1 a F R 7 R a ,n 11 19 1z IA a 1R 17 1R 19 2D 21 22 23 24 25 26 27 28 29 30 31 32 33 IDENTIFIER(TYP) E E E E� /C� �C1�C E C E� E��E E --- — £__➢5_E__ffi �--9L R A E j/E�'E A E A E �E E A LT E/ �E A� JOI TTYPEA(TYP.) C E E/ SEE �C� �C//,,E CP-04 E� �E EZ� JOINT TYPE E ( SEE JOINT TYPE C (TYP.) CP-04 SEE 4 CP-04 R E R P.) E E j/ E� E -15. (TYP.) a in RUNWAY 34-16 PCC PANEL REPLACEMENT (TYP.) SEE / E CP-03 CE E N - E E E ' k1l/ E� C�E E E CAE / E C/E E C/E E E E� E� i RJR E R E� E -- \ w E_ __E_--_E__ ____ps_--�OS____ps___—as----QS---_ as____ ps____ps---- -------DS--__ ps_ps____05----a5----ps___ E--_—E_--- D 'spy 2 - 2" CONDUIT IN CONCRET - E _ \ E—_--E--_—E_—_—E___ __—_E—_—J/�_X_� R R3----3----3----3----3----3----3----3-- O — - --3--- 6 F�---E----E----E----ESN V�-- i 5-I/C # 12 IN R/W SLOT 1 2 3 4 LEGEND: EXISTING CONCRETE JOINT EXISTING ELECTRICAL LINE — - - - E EXISTING RUNWAY EDGE LIGHT OXR W�W EXISTING RUNWAY THRESHOLD LIGHT G31R EXISTING TAXIWAY LIGHT RUNWAY SAFETY AREA _RSA, RUNWAY OBSTACLE FREE ZONE OFZ RUNWAY OBJECT FREE AREA OFA EXISTING UNDERDRAIN UD EXISTING STORM DRAIN - SD EXISTING WATERLINE " PCC PANEL REPLACEMENT C 103 (BASE BID) PER DETAIL PCC JOINT TYPE CP 04 C, E, A A B PANEL ROW C IDENTIFIER // D E F G H J K L M N O P 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 200 0 200 400 PANEL COLUMN PLAN IDENTIFIER (TYP) SCALE OF FEET SCALE: 1 "=20' CP-01 SCALE: 1 "=200' WEATHER AND TEMPERATURE REQUIREMENTS REPAIR PROCEDURE • DO NOT BEGIN REPAIRS DURING INCLEMENT WEATHER. 1. REVIEW THE CONSTRUCTION SAFETY AND PHASING PLAN 6. REMOVE BY HAND ALL LOOSE MATERIAL AND VACUUM TO 12. FINISH THE SURFACE TO MATCH EXISTING PAVEMENT. • DO NOT PLACE CONCRETE UNLESS THE AMBIENT (CSPP). ENSURE ALL PAVEMENT CLOSURES HAVE ALL MINIMIZE ANY DISTURBANCE TO THE SUBGRADE OR BASE 13. SPRAY WITH CURING COMPOUND PER ASTM C309. TEMPERATURE IS AT LEAST 40-F (4-C) AND RISING AND THE REQUIRED ITEMS IN PLACE, SUCH AS LIGHTED X'S, MATERIALS FOR FULL DEPTH PANEL REPLACEMENT. 14. REMOVE THE NONABSORBENT BOARD AND PLACE JOINT CONCRETE TEMPERATURE IS GREATER THAN OR EQUAL TO BARRICADES, ETC.; AND ALL NOTAMS HAVE BEEN ISSUED 7. RESTORE SUBGRADE OR BASE MATERIAL IF REQUIRED. SEALANT PER ASTM D6690 AND MANUFACTURER'S 50-F (1O-C). FOR AFFECTED AREAS OF THE AIRFIELD. 8. INSTALL DOWELS BY DRILLING AND EPDXYING INTO THE REQUIREMENTS. PCC PAVEMENT AS SPECIFIED IN THE DETAILS. • DO NOT PLACE CONCRETE ON FROZEN BASE, ICE, OR 2. MARK THE PCC PANELS TO BE REPLACED. 9. OIL THE EXPOSED ENDS OF DOWEL BARS PRIOR TO 15. DO NOT ALLOW TRAFFIC UNTIL THE PATCH HAS CURED OR SNOW. 3. MAKE A FULL -DEPTH SAW CUT (THROUGH TOP PCC PANEL BACKFILLING THE REPAIR AREA WITH CONCRETE. HAS BEEN APPROVED BY THE ENGINEER. • WHEN THE AMBIENT TEMPERATURE EXCEEDS 85°F (29°C), ONLY) ALONG THE CONSTRUCTED JOINTS CUTTING THE 10. INSTALL NONABSORBENT BOARD OR OTHER APPROVED 16. COMPLETELY CLEAN THE WORK AREA BEFORE OPENING SPRINKLE THE ADJACENT CONCRETE AND BASE WITH DOWELS AND TIE BARS. MATERIAL WITHIN THE LIMITS OF THE JOINT SEAL THE PAVEMENT TO AIRCRAFT TRAFFIC. WATER IMMEDIATELY BEFORE PLACING CONCRETE. 4. TAKE CARE TO PREVENT DAMAGE TO REMAINING DOWELS, RESERVOIR. 17. THE PCC PAVEMENT SHALL BE GROOVED AT LEAST 28 DAYS • PLACE CONCRETE AT THE COOLEST TEMPERATURE TIE BARS, JOINTS OR CONCRETE. 11. FILL THE REPAIR AREA WITH CONCRETE AND CONSOLIDATE WITH A VIBRATOR. CONCRETE SHALL MEET THE AFTER CONCRETE HAS BEEN POURED. PRACTICABLE, AND NEVER ALLOW THE PLACED CONCRETE 5. USE LIGHT WEIGHT EQUIPMENT, I.E., JACKHAMMERS LESS REQUIREMENTS OF P-501. TEMPERATURE TO EXCEED 90-F (32-C). THAN 30 POUNDS (14 KG), HAND TOOLS, ETC., TO REMOVE THE REMAINING DAMAGED PCC PAVEMENT. WORK FROM INSIDE THE SAW CUT TOWARD THE EDGE OF THE SLAB OF THE AREA BEING REMOVED TO PREVENT DAMAGE TO THE PAVEMENT REMAINING. 13JULY O E B & was" 0R1 <E 9� m 9i qT�, ,�r� `�` RWsT-E689 '�� FSSONA g,G�a VERIFY SCALES NO. DATE BY APPR REVISIONS CENTURY PUGET SOUND OFFICE ` SUITE 20AVESE WEST SUITE #206 98021 E N G I N E E R I N G BOTHELL,.286.6 02 OFFICE 425.28fi.6fi020FFICE DESIGNED BY: PJM RENTON MUNICIPAL AIRPORT CLAYTON SCOTT FIELD RUNWAY PCC PANEL REPAIR PROJECT DRAWING NO. CP-01 BAR IS ONE INCH ON ORIGINAL DRAWING. 0 11. IF NOT ONE INCH ON SHEET, ADJUST SCALES ACCORDINGLY. DRAWN BY- PJM CHECKEDBY- PAVING LAYOUT PLAN SHEET 1 SHEET NO. 5 OF 8 - DATE:THIS 2021 PROJECO22. 35022.002.02 SCALE: 1"=20' 2021.07.30 12:44:57-07'00' 3 w w x PANEL ROW IDENTIFIER (TYP) LEGEND: EXISTING CONCRETE JOINT EXISTING ELECTRICAL LINE EXISTING RUNWAY EDGE LIGHT 0 _f____E____E____f____E----E----E----E----E____f____E____f____E----E----E----E-___f____f____E----f----E----E----E----E----E----E____E____E____E____E____E` / - - E - - E - - - - E�1111EL - /e,''_f\ %---E---�f �---E----E— \\ / COLUMN 31 32- 33 34 35 36 37 38 39 40 41 42 43 44 45W�46 47 48 49 50 51 52 53 54 55 56 57 58 W�W 60 61� ENTIFIER(TYP) ---as--- ,. — —as ----as----as----as----as ---- as----°s---- as ---- as ---- °s---- as ---- as ---- as ---- as---- as ---- as ---- aE---- as ---- as ---- as ---- as ---- m---- as ---- as ---- as ---- as ---- as ---- as ---- °s---- as ---- as---- as ---- as ---- as ---- as ----as--- a< A E A E�-F; E JOINT TYPE E (TYP.) B SEE 1 CP-04 C PANEL ROW IDENTIFIER (TYP) D E F G RUNWAY 34-16 H K L M N 200 0 200 4( SCALE OF FEET O SCALE: 1 "=200' P B C NUMERAL TO REPAINTED BY E OTHERS. E E �E � PCC PANEL REPLACEMENT D TYP. E SEE 1 E CP-03 E� E \E IF N —15' (TYP.) K L M N O P --as— aE-- a --°s— °s-----a=--- ----a as— ---a=--as---- s---�1----°32 33°s-- ��---°35--°=-3� °=-3$°�--39----�� 41— ��--- �,3 N3do..Z�4—°=--4�°--- �6 47—°s— �8�°---4J---aE50 5� ---- —3 54 -- 5 ---- 6-- �s---��---a=—a=—�0°°---�°� ---as----°=----a=--- ---E----E-✓ j W---E----E----E---- IN R/W SLOT �'^ E____E__ -E----E—___ _ --WoAL---e____E___—E----E____E____E_---E----E____E____E___—E____E--__ E____E____E____E____ E-E__--E____E_---E____E___-E-_-- E_--_ E_--_E__�-E--__E_- E-__-E- E--- I PANEL COLUMN IDENTIFIER (TYP) PLAN 1 SCALE: 1 "=20' CP-02 ---E EXISTING RUNWAY THRESHOLD LIGHT EXISTING TAXIWAY LIGHT RUNWAY SAFETY AREA RUNWAY OBSTACLE FREE ZONE RUNWAY OBJECT FREE AREA EXISTING UNDERDRAIN EXISTING STORM DRAIN EXISTING WATERLINE 1 PCC PANEL REPLACEMENT CP-03 (BASE BID) PER DETAIL PCC JOINT TYPEri.Rl CP-04 O�R W:(�W G31R x RSA OFZ OFA UD SD lz C, E, A • DO NOT BEGIN REPAIRS DURING INCLEMENT WEATHER. • DO NOT PLACE CONCRETE UNLESS THE AMBIENT TEMPERATURE IS AT LEAST 40-F (4-C) AND RISING AND THE CONCRETE TEMPERATURE IS GREATER THAN OR EQUAL TO 50°F (10-C). • DO NOT PLACE CONCRETE ON FROZEN BASE, ICE, OR SNOW. • WHEN THE AMBIENT TEMPERATURE EXCEEDS 85°F (29°C), SPRINKLE THE ADJACENT CONCRETE AND BASE WITH WATER IMMEDIATELY BEFORE PLACING CONCRETE. • PLACE CONCRETE AT THE COOLEST TEMPERATURE PRACTICABLE, AND NEVER ALLOW THE PLACED CONCRETE TEMPERATURE TO EXCEED 90-F (32-C). �p�D E' BqR Hwsy�Ol9� "of VERIFYSCALES qi BAR IS ONE INCH ON ORIGINAL DRAWING. 0" 1" IF NOT ONE INCH ON 0030689 Rw 689 o �tti THIS SHEET, ADJUST �s`S2G �O\� SCALES ACCORDINGLY. REPAIR PROCEDURE 1. REVIEW THE CONSTRUCTION SAFETYAND PHASING PLAN (CSPP). ENSURE ALL PAVEMENT CLOSURES HAVE ALL REQUIRED ITEMS IN PLACE, SUCH AS LIGHTED XS, BARRICADES, ETC.; AND ALL NOTAMS HAVE BEEN ISSUED FOR AFFECTED AREAS OF THE AIRFIELD. 2. MARK THE PCC PANELS TO BE REPLACED. 3. MAKE A FULL -DEPTH SAW CUT (THROUGH TOP PCC PANEL ONLY) ALONG THE CONSTRUCTED JOINTS CUTTING THE DOWELS AND TIE BARS. 4. TAKE CARE TO PREVENT DAMAGE TO REMAINING DOWELS, TIE BARS, JOINTS OR CONCRETE. 5. USE LIGHT WEIGHT EQUIPMENT, I.E., JACKHAMMERS LESS THAN 30 POUNDS (14 KG), HAND TOOLS, ETC., TO REMOVE THE REMAINING DAMAGED PCC PAVEMENT. WORK FROM INSIDE THE SAW CUT TOWARD THE EDGE OF THE SLAB OF THE AREA BEING REMOVED TO PREVENT DAMAGE TO THE PAVEMENT REMAINING. 6. REMOVE BY HAND ALL LOOSE MATERIAL AND VACUUM TO MINIMIZE ANY DISTURBANCE TO THE SUBGRADE OR BASE MATERIALS FOR FULL DEPTH PANEL REPLACEMENT. 7. RESTORE SUBGRADE OR BASE MATERIAL IF REQUIRED. 8. INSTALL DOWELS BY DRILLING AND EPDXYING INTO THE PCC PAVEMENT AS SPECIFIED IN THE DETAILS. 9. OIL THE EXPOSED ENDS OF DOWEL BARS PRIOR TO BACKFILLING THE REPAIR AREA WITH CONCRETE. 10. INSTALL NONABSORBENT BOARD OR OTHER APPROVED MATERIAL WITHIN THE LIMITS OF THE JOINT SEAL RESERVOIR. 11. FILL THE REPAIR AREA WITH CONCRETE AND CONSOLIDATE WITH A VIBRATOR. CONCRETE SHALL MEET THE REQUIREMENTS OF P-501. 12. FINISH THE SURFACE TO MATCH EXISTING PAVEMENT. 13. SPRAY WITH CURING COMPOUND PER ASTM C309. 14. REMOVE THE NONABSORBENT BOARD AND PLACE JOINT SEALANT PER ASTM D6690 AND MANUFACTURER'S REQUIREMENTS. 15. DO NOT ALLOW TRAFFIC UNTIL THE PATCH HAS CURED OR HAS BEEN APPROVED BY THE ENGINEER. 16. COMPLETELY CLEAN THE WORK AREA BEFORE OPENING THE PAVEMENT TO AIRCRAFT TRAFFIC. 17. THE PCC PAVEMENT SHALL BE GROOVED AT LEAST 28 DAYS AFTER CONCRETE HAS BEEN POURED. REVISIONS ///CENTURY PU3217"ASOUND OFFICE WEST SUITE 7�"AVE SE SUITE p206 98021 E N G I N E E R I N G BO.286.6THELL, 02 OFFICE DESIGNED BY: PJM RENTON MUNICIPAL AIRPORT CLAYTON SCOTT FIELD RUNWAY PCC PANEL REPAIR PROJECT DRAWN BY: pJM CHECKED BY DEB PAVING LAYOUT PLAN SHEET 2 DATE: JULY 2021 PROJECT NO: 35022.002.02 SCALE: 1"=20' DRAWING NO. CP-02 SHEET NO. 6OF8 2021.07.30 12:45:14-07'00' 3 F w w x rn CONSTRUCT JOINT PROPOSED DOWEL (TYP.) 12" SPACING (TYP.) P SEE ER 1 4 ° ° 1 CP-04 CP-04 CP-04 CP-04 A Q 1 10"MIN FROM ° CORNER(TYP.) MATCH EXISTING PCC SLAB e. d THICKNESS (6.25" a a a a a ° - AVERAGE) PCC PANEL TO 4 A .a ep BE REPLACED PROPOSED DOWEL (TYPJ a p a a. VARIES a SEE GEOTEXTILE FABRIC a - a - BOND BREAKER - - - EXISTING BOTTOM d a 12" MIN (TYP.) j - INTERLAYER - - - Q a Q LIFT PCC TO REMAIN PCC PANEL TO BE REPLACED � d 4 4 4 A VARIES Q 4 SECTION A -A �VARIESCONSTRUCT JOINT PER CP-04 1 OR PLAN 4 WHEN ADJACENT PANEL IS CP-04 POURED CONCURRENTLY WA 1 - TOP LIFT PCC SLAB REPLACEMENT SCALE: NTS CP-03 NO. DATE BY APPR REVISIONS DESIGNED BY: DRAWING NO. �s`p'oMRQc VERIFY SCALES CENTURY PUGETSOUNDOFFICE PJM RENTONMUNICIPALAIRPORT ♦E 'Ib '9� ` 2223217''AVESE DRAWN BY: CLAYTON SCOTT FIELD BAR IS ONE INCH ON 'CENTURY CP-03 ORIGINAL DRAWING. SUITE #206 PJM RUNWAY PCC PANEL REPAIR PROJECT 0- 1 E N G N E E R I N G BOTHELL, WA 98021 IF NOT ONE INCH ON 425.286.6602 OFFICE CHECKED BY: SHEET NO. 3 eases THIS SHEET, ADJUST DEB PAVING SHEET TAILS 7 OF 8 �fCie RF00 ��' SCALES ACCORDINGLY. F DATE: PROJECT NO: SCALE: 370ry�� JULY 2021 35022.002.02 N.T.S. 2021.07.30 12:45:38-07'00' EXISTING PCC PANEL JOINT SEAL 3 SEE DETAIL CP-04 NEW PCC PANEL 1/2 T e a F- °. 8. INSTALL 3/4" DOWEL 18" J NOTE: LONG ON 12" CENTERS SEE DETAIL 1. T=THICKNESS OF EXISTING 2 CP-04 PCC PANEL TYPE E DOWELED CONSTRUCTION JOINT N.T.S. CP-04 JOINT SEAL SEE DETAIL EXISTING PCC PAVEMENT NEW PCC PAVEMENT DRILL 1" DIA HOLE. SECURE DOWEL WITH FAST SETTING PLAIN DOWELS 3/4" DIA x 18" LONG @ 12" O.C. PAINT ENTIRE LENGTH EPDXY GROUT AND OIL UNGROUTED PORTION EPDXY GROUT SHALL BE PRESSURE INJECTED TO BACK OF HOLE AND DOWEL INSERTED 6 SMOOTH DOWELS 3/4" DIA X 18" LONG CP-04 EQUALLY SPACED ALONG JOINT (18" O.C. MAX; 15" O.C. MIN) NEW PCC PAVEMENT PAINT AND OIL ENTIRE LENGTH OF ALL 6 - dr 0 •�a aP `o TOP &BOTTOM SPACERS ANCHOR BASKETS TO THE SATISFACTION OF THE ENGINEER DOWELS >a D a "VEE" LEG CHAIR SEE DETAIL 5 CP-04 SPREADER WIRE TYPE C DOWELED CONTRACTION JOINT / 4� N.T.S. CP-04 d `d SILICONE JOINT SEALANT (SEE SPECIFICATION P-605) ad BACKER ROD NEW PCC PAVEMENT 1/2" WIDTH SEALANT 3/8" BELOW GRADE a 4 EXISTING ° AC PAVEMENT H - IS DETERMINED BY THE SEALANT MANUFACTURER. DOWEL INSTALLATION DETAIL N.T.S. CP-04 0.117" SPREADER WIRES WELDED TO TOP SPACER BARS, 3 PER ASSEMBLY TO BE CRIMPED AFTER STAKING PRE -PAINTED DOWELS WELDED ALTERNATELY TO TOP SPACER BARS, OIL ALTERNATING OPPOSITE SIDES PER SPECIFICATIONS 1/2" SEALANT3/8" WIDTH BELOW GRADE 1. INSTALL NON -ABSORBENT JOINT FILLER MATERIAL TO THE SILICONE JOINT SEALANT - TOP OF EXISTING SLAB BEFORE PLACING NEW CONCRETE. (SEE SPECIFICATION P-605) - 4 4 - °- 2. REMOVE THE NON -ABSORBENT MATERIAL TO FORM JOINT SEALANT RESERVOIR BEFORE SEALANT IS PLACED. 3. PLACE JOINT SEALANT MATERIAL. a H - IS DETERMINED BY THE SEALANT MANUFACTURER. NON-ABSORBANT JOINT - - NEW FILLER MATERIAL 4 AC PAVEMENT EXISTING PCC - PAVEMENT n Q a CONSTRUCTION JOINT SEAL s N.T.S. CP-04 0.362" DIA TOP SPACER BARS WELDED TO LEG CHAIRS, 2 PER ASSEMBLY OIL (2 OF BAR r— TYPICAL NOTES: 1. BASKET MUST BE FIRMLY ATTACHED 0.362" DIA BOTTOM SPACER TO EXISTING BASE. BARS WELDED TO LEG CHAIRS, 2 PER ASSEMBLY 2. ALL WIRE SIZES SHOWN ARE MINIMUM SIZE. 0.362" DIA WEE" LEG CHAIRS 3. DOWELS SHALL BE HELD FIRMLY IN WELDED AT ALL INTERSECTIONS THE INDICATED ASSEMBLY BY TO TOP AND BOTTOM SPACER WELDING. BARS TYPICAL DOWEL AND TIE BAR BASKET s N.T.S. CP-04 1/2" 1/4" CHAMFER WIDTH SEALANT3/8" ASS WCUT, (T�,P) �� BELOW GRADE SILICONE JOINT SEALANT H 1-1. (SEE SPECIFICATION P-605) - 4 a a NEW PCC PAVEMENT - BACKER ROD- 4 NEW a - a PCC PAVEMENT ° a ° T= THICKNESS OF CONCRETE SLAB H - IS DETERMINED BY THE SEALANT MANUFACTURER. INITIAL SAW CUT T/6 TO T/5 (MINIMUM 1") WHEN USING EARLY ENTRY SAW. CONTRACTION JOINT SEAL (C4 N.T.S. TYPE A JOINT / 7� CP-04 N.T.S.111111 ® -`E. �rpF WAs q,QCC r 9 9� FS GV� `S70NP1.� VERIFY SCALES NO. DATE BY APPR REVISIONS CENTURY PUGET SOUND OFFICE ` 2223217''AVE SE WEST SUITE#20s BOTHELL, WA 98021 E N G N E E R N G 425.286.6602 OFFICE DESIGNED BV: PJM RENTON MUNICIPAL AIRPORT CLAYTON SCOTT FIELD RUNWAY PCC PANEL REPAIR PROJECT DRAWING NO. CP-04 BAR IS ONE INCH ON ORIGINAL DRAWING. 0" 9" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWN BY: PJM CHECKEDBV: DEB PAVING DETAILS SHEET 2 SHEET NO. p O OFp DATE: JULY 2021 PROJECTNO: 35022.002.02 SCALE: N.T.S. 2021.07.30 12:45:56-07'00'