Drawing_update-w115-CB103.pdf

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DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg9:47:32 AM 1/9/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Military/Whiteman AFB, Missouri/Repair Runway, Taxiway Slabs and Seal Joints, Phase 4/06.0 Engineering & Design/6.1 CADD Drawings/CAD_BIM/_Sheets/GENERAL NOTES, PHASING NOTES, AND BARRICADE DET

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CB103

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GENERAL NOTES

PHASING NOTES

A3 SCALE: NTS

D3 SCALE: NTS

TYPICAL LOW PROFILE BARRICADE DETAIL

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TYPICAL LOW PROFILE BARRICADE LAYOUT DETAIL

BARRICADES (2)

CORNER LOW PROFILE

BARRICADES

LOW PROFILE

10' C TO C

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2. PROVIDE ONE 12-FOOT GAP BETWEEN LOW PROFILE BARRICADES AT EACH LOCATION FOR FIRE DEPARTMENT AND SECURITY POLICE ACCESS.

1. LOW PROFILE BARRICADES SHALL BE SPACED AT A MAXIMUM OF 10 FOOT INTERVALS AT LOCATIONS INDICATED.

NOTES:

4. REFLECTIVE STRIPES SHALL BE ON ALL LONGITUDINAL SIDES EXCEPT BOTTOM. TOP STRIPES NOT SHOWN FOR CLARITY.

BARRICADES AND HAZARD LIGHTS.

3. THE CONTRACTOR SHALL HAVE A PERSON ON CALL 24 HOURS A DAY FOR EMERGENCY MAINTENANCE OF LOW PROFILE

2. FLASHING RED LIGHTS SHALL HAVE AT LEAST 5 CANDELAS EFFECTIVE INTENSITY AND FLASH AT A RATE OF 55 TO 160 FLASHES PER MINUTE.

HIGH WINDS AND JET ENGINE BLAST.

1. LOW PROFILE BARRICADES SHALL BE ANCHORED OR OF SUFFICIENT WEIGHT TO PREVENT OVERTURNING DUE TO

NOTES:

L

LCONSTRUCTION AREA

SEE NOTE 4

STRIPE - 6" TO 12" WIDE

SOLID REFLECTIVE ORANGE

SEE NOTE 4

STRIPE - 6" TO 12" WIDE

SOLID REFLECTIVE WHITE

SEE NOTE 2

FLASHING RED LIGHT

12"

6' TO 10' IN LENGTH

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INSTRUCTION 13-213, TABLE 4.1 SPEED LIMITS.

- ALL CONTRACTOR VEHICLE OPERATOR’S SHALL COMPLY WITH WHITEMAN AFB AIRFIELD SPEED LIMITS PROVIDED IN WHITEMAN AIR FORCE BASE

BASE INSTRUCTION 13-213 SHALL BE BANNED FROM OPERATING VEHICLES ON THE AIRFIELD.

- CONTRACTOR VEHICLE OPERATOR’S WHO VIOLATE AIRFIELD MANAGER/DEPUTY AIRFIELD MANAGER (AFM/DAFM) GUIDANCE AND WHITEMAN AIR FORCE

- THE CONTRACTOR SHALL ONLY UTILIZE ROUTES TO AND FROM WORK AREAS SHOWN.

- ALL CONTRACTOR PRIVATELY OWNED VEHICLES (POV) REQUIRING AIRFIELD ACCESS SHALL OBTAIN AN AIRFIELD POV PASS AND MAGNET.

OPERATE A VEHICLE ON THE AIRFIELD.

- ALL CONTRACTOR PERSONNEL SHALL RECEIVE TRAINING AND TESTING PRIOR TO OBTAINING AN AF FORM 483 CERTIFICATE OF COMPETENCY, TO

DRIVING ON THE AIRFIELD.

- THE CONTRACTOR SHALL COORDINATE EACH DAY WITH AIRFIELD MANAGEMENT OPERATIONS (AMOPS) THROUGH THE CONTRACTING OFFICER PRIOR TO

AIRFIELD ENVIRONMENT.

- THE CONTRACTOR SHALL NOTIFY AFM/DAFM THROUGH THE CONTRACTING OFFICER OF ALL PRECONSTRUCTION MEETINGS INVOLVING WORK WITHIN THE

FOLLOWING HIGHLIGHTED ITEMS:

INSTRUCTION 13-213 AIRFIELD DRIVING DATED 05 APRIL 3013. WHITEMAN AIR FORCE BASE INSTRUCTION 13-213 REQUIRES, BUT IS NOT LIMITED TO, THE

THE CONTRACTOR SHALL COMPLY WITH ALL AIRFIELD MANAGER/DEPUTY AIRFIELD MANAGER (AFM/DAFM) GUIDANCE AND WHITEMAN AIR FORCE BASE 14.

ALL VEHICLE TIRES SHALL BE INSPECTED FOR FOD PRIOR TO CROSSING AIRFIELD PAVEMENT AREAS AT THE LOCATIONS SHOWN ON SHEET CB101.

MANUFACTURED TO CLEAN AIRFIELD PAVEMENTS. THE VACUUM TRUCK SHALL OPERATE CONTINUOUSLY DURING CONTRACTOR HAULING OPERATIONS.

SWEPT AND VACUUMED CLEAN. THE CONTRACTOR SHALL PROVIDE A SELF-CONTAINED PAVEMENT VACUUMING TRUCK WHICH IS SPECIFICALLY

CONTRACTOR'S VEHICLES. ALL ACTIVE AIRFIELD PAVEMENTS TRAFFICKED BY THE CONTRACTOR'S CONSTRUCTION EQUIPMENT SHALL BE CONTINUOUSLY

THE CONTRACTOR SHALL PERFORM DAILY FOD (FOREIGN OBJECT DEBRIS) CONTROL ON ALL AIRFIELD PAVEMENT THAT IS TRAVERSED BY THE 13.

LOW PROFILE BARRIERS. SEE THIS SHEET FOR BARRICADE DETAILS.

THE CONTRACTOR SHALL COORDINATE WITH WHITEMAN AFB BASE OPERATIONS, THROUGH THE CONTRACTING OFFICER, FOR THE EXACT LOCATION OF ALL 12.

AND REPLACED AT THE CONTRACTORS EXPENSE.

ALL PAVEMENT MARKINGS, NOT MARKED TO BE REMOVED, WHICH ARE MARRED OR REMOVED BY THE CONTRACTOR, SHALL BE COMPLETELY REMOVED 11.

CONTRACTOR SHALL ACCESS WHITEMAN AFB AT LEMAY GATE AS SHOWN ON G-002 AND CB101.10.

TIME. STEEL BUCKET OR BLADE EQUIPMENT MAY BE USED TO REMOVE/REPLACE EXISTING BASE AND SUBGRADE MATERIALS.

STEEL BUCKET OR BLADE EQUIPMENT SHALL NOT OPERATE WITH THE BUCKET OR BLADE IN DIRECT CONTACT WITH ANY PAVEMENT TO REMAIN AT ANY 9.

HOURS OF GATE ACCESS THROUGH THE CONTRACTING OFFICER.

SECURITY FORCES FIVE DAYS A WEEK (MON-FRI) FROM 6:00 AM TO 6:00 PM. FOURTEEN DAYS IN ADVANCE, THE CONTRACTOR MAY REQUEST EXTENDED

SCHEDULE PERSONNEL ACCESS AND MATERIAL DELIVERIES TO AVOID DELAYS. CONTRACTOR'S ACCESS POINT WILL BE MANNED BY GOVERNMENT

SET OF GOVERNMENT SECURITY FORCES WILL BE INSPECTING VEHICLES ONE VEHICLE AT A TIME. THEREFORE, THE CONTRACTOR SHALL STRATEGICALLY

ALL CONTRACTOR VEHICLES AND EQUIPMENT SHALL BE INSPECTED BY GOVERNMENT SECURITY FORCES PRIOR TO ACCESS TO WHITEMAN AFB. ONLY ONE 8.

CONTRACTOR PERSONNEL AND VEHICLES.

ALL AREAS ON WHITEMAN AFB, OTHER THAN THE CONTRACTOR'S STAGING AREA, HAUL ROUTE AND CONSTRUCTION AREA ZONE, ARE OFF LIMITS TO ALL 7.

THE EXISTING RESTRICTED AREA SIGNS ON THE BATCH PLANT AREA FENCE SHALL BE MAINTAINED.

THE PERIMETER OF THE BATCH PLANT SITE AS SHOWN ON SHEET CB101. THE SECURITY FENCE DETAILS ARE SHOWN ON SHEET CB105 FOR REFERENCE.

MAINTAINED (SEE PHOTO E1 ON SHEET CB104A FOR HAUL ROUTE LOCATION). THE CONTRACTOR SHALL MAINTAIN THE EXISTING SECURITY FENCE AROUND

CONTRACTOR SHALL MAINTAIN ALL DRAINAGE STRUCTURES NECESSARY (CULVERTS, ETC.) TO ALLOW EXISTING PRECIPITATION RUNOFF PATTERNS TO BE

- LOCATION A: THE CONTRACTOR SHALL MAINTAIN THE EXISTING HAUL ROUTE FROM THE BATCH PLANT TO THE EXISTING PERIMETER ROAD. THE

SHALL BE STORED SEPARATELY IN FREE-DRAINING STOCKPILES.

THE CONTRACTOR SHALL IMPROVE THE BATCH PLANT AREA AS NEEDED FOR CONTRUCTION. EACH SIZE OF AGGREGATE STOCKPILED AT THE BATCH PLANT 6.

SUPPLY.

THAT MAY BE USED. IF THE EXISTING WELL IS USED, IT SHALL BE TESTED, AT THE CONTRACTORS EXPENSE, TO VERIFY POTABLE WATER AND ADEQUATE

CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS REQUIRED FOR SELECTED OPTION. THERE IS AN EXISTING WELL AT LOCATION A

SUPPLY OR FILLING WATER TRUCKS UP AT THE WATER TREATMENT PLANT (NOT SHOWN ON PLANS) AND TRANSPORTING IT TO THE BATCH PLANT. THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR OWN WATER SUPPLY. THE CONTRACTOR HAS THE OPTION OF TIEING IN TO THE BASE WATER 5.

(SEE PHOTO A7 ON SHEET CB104A). THERE IS NO POWER AVAILABLE AT BATCH PLANT LOCATION B.

POWER IS AVAILABLE FOR CONTRACTOR USE AT THE BATCH PLANT LOCATION A SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONNECTIONS 4.

ALL HAUL ROUTES SHALL REMAIN PASSABLE AT ALL TIMES.3.

THE HAUL ROUTES WILL BE USED BY THE SECURITY POLICE AND BASE OPS DURING CONSTRUCTION.2.

THE CONTRACTOR SHALL RESTORE ALL HAUL ROUTES TO ORIGINAL CONDITION BY REPAIRING POTHOLES, RUTS AND SOFT YIELDING SPOTS.1.

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PROPERTY.

ALL EXISTING PCC REMOVED BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE, OFF OF GOVERNMENT 3.

DETAILS.

BASE OPERATIONS, THROUGH THE CONTRACTING OFFICER, FOR THE EXACT LOCATION OF ALL LOW PROFILE BARRIERS. SEE THIS SHEET FOR BARRICADE

THE CONSTRUCTION AREA ZONE WILL BE DELINEATED BY THE LOW PROFILE BARRIERS. THE CONTRACTOR SHALL COORDINATE WITH WHITEMAN AFB 2.

APPROVED.

ALL WORK WITHIN CAZ #2 SHALL BE ACCOMPLISHED DURING DAYLIGHT HOURS. NIGHT TIME WORK WITHIN CAZ #2 SHALL NOT BE ACCEPTABLE OR 1.

CONSTRUCTION AREA ZONE (CAZ) #2

PROPERTY.

ALL EXISTING PCC REMOVED BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE, OFF OF GOVERNMENT 4.

DETAILS.

BASE OPERATIONS, THROUGH THE CONTRACTING OFFICER, FOR THE EXACT LOCATION OF ALL LOW PROFILE BARRIERS. SEE THIS SHEET FOR BARRICADE

THE CONSTRUCTION AREA ZONE WILL BE DELINEATED BY THE LOW PROFILE BARRIERS. THE CONTRACTOR SHALL COORDINATE WITH WHITEMAN AFB 3.

APPROVED.

ALL WORK WITHIN CAZ #1 SHALL BE ACCOMPLISHED DURING DAYLIGHT HOURS. NIGHT TIME WORK WITHIN CAZ #1 SHALL NOT BE ACCEPTABLE OR 2.

AIRFIELD PAVEMENT WITHIN CAZ#1 IS ACCEPTED, THE CONTRACTOR HAS 48 HOURS TO TURN CAZ #1 OVER TO THE GOVERNMENT.

CONCRETE PLACEMENT SHALL START ON THE NORTH END OF CAZ #1 AND CONTINUE SOUTH TO CAZ #2. AFTER THE 28 DAY STRENGTH TEST FOR THE 2.

AND CAZ #2 MAY OCCUR SIMULTANEOUSLY

CAZ #1 DEMOLITION IS COMPLETE. CUT AND RUBBILIZE CONCRETE WITHIN CAZ #1 CONCURRENTLY AS MUCH AS FEASIBLE. CONCRETE PREP WORK IN CAZ #1

DEMOLITION WITHIN CAZ #2 SHALL NOT START UNTIL AFTER CONTRACTOR SHALL PERFORM WORK STARTING IN CAZ #1 AND WORKING SOUTH TO CAZ #2. 1.

CONSTRUCTION AREA ZONE (CAZ) #1

BARRIERS FOR CAZ #1. THIS SHALL BE REFLECTED IN THE PROJECT SCHEDULE.**

ARE OUT OF SERVICE. THIS INCLUDES, BUT NOT LIMITED TO, JOINT WIDENING, JOINT SEALING, PAINTING, FOD REMOVAL AND REMOVAL OF THE LOW PROFILE

**PHASING OF THIS PROJECT IS REQUIRED TO MINIMIZE, TO THE GREATEST EXTENT POSSIBLE, THE TIME THAT HARD STANDS AND DOCK 7 TRANSITION LANE

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