HomeMy WebLinkAboutProject PlansCITY OF RENTON
RENTON MUNICIPAL AIRPORT (RNT)
CLAYTON SCOTT FIELD
RUNWAY PCC PANEL REPAIR PROJECT
JULY 2021
VICINITY MAP
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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
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PROJECT
SITE
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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.
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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.
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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
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EXISTING PAVEMENT EDGE
EXISTING BUILDING
WORK AREA LIMITS
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OBSTACLE FREE ZONE
OBJECT FREE AREA
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HAUL ROUTE
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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.
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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.
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ORIGINAL DRAWING.
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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'
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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
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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
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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
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• 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).
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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
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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
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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'