05_Phase_1_Plans_Amendment_3.pdf

GENERAL NOTES ABBREVIATIONS LEGEND

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AutoCAD SHX Text CONSTRUCTION SCHEDULE AND AIRFIELD OPERATIONS 1. MONITOR THE NASO CONTROL TOWER FREQUENCY CONTINUOUSLY WHEN MONITOR THE NASO CONTROL TOWER FREQUENCY CONTINUOUSLY WHEN WORKING ON AIRPORT PROPERTY. FURNISH FORTY (40) AIRFIELD RADIOS WITH CHARGERS AND ADDITIONAL BATTERIES FOR USE ON THE AIRFIELD DURING CONSTRUCTION. ADDITIONAL RADIOS MAY BE ASSIGNED BY AIRFIELD OPERATIONS. TURN OVER RADIOS TO AIRFIELD OPERATIONS AT THE COMPLETION OF CONSTRUCTION. CONTACT AIRFIELD MANAGER TO VERIFY CURRENT RADIO IN USE. ONCE RADIOS ARE PURCHASED, TURN THE RADIOS INTO GEMD FOR PROGRAMMING. 2. SUBMIT A SCHEDULE OF WORK TO THE CONTRACTING OFFICER FIFTEEN SUBMIT A SCHEDULE OF WORK TO THE CONTRACTING OFFICER FIFTEEN (15) DAYS PRIOR TO THE START OF CONSTRUCTION. IDENTIFY THE AREA OF WORK AND ASSOCIATED DURATIONS REQUIRED FOR COMPLETION. THE SCHEDULE MUST PRESENT TIME BY WEEKLY INCREMENTS. 3. CONFIRM NAVAL AIR STATION OCEANA (NASO) AIR SHOW AND DETACHMENT CONFIRM NAVAL AIR STATION OCEANA (NASO) AIR SHOW AND DETACHMENT SCHEDULE AND ASSOCIATED WORK AND SCHEDULE RESTRICTIONS PRIOR TO THE START OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE SCHEDULE WITH AIRFIELD OPERATIONS THROUGHOUT THE DURATION OF THE PROJECT. ALL CONSTRUCTION WORK WILL STOP DURING NASO AIR SHOW WEEK. 4. CONSTRUCTION PHASING SPECIFIES THE REQUIRED DAYTIME AND NIGHT CONSTRUCTION PHASING SPECIFIES THE REQUIRED DAYTIME AND NIGHT TIME WORK SHIFTS IN ACCORDANCE WITH THE FORESEEN OPERATIONAL NEEDS OF THE AIRFIELD. NASO RETAINS THE RIGHT TO MODIFY THE DESIGNATED WORK SHIFTS TO ACCOMMODATE THE ACTUAL OPERATIONS NEEDS OF THE AIRFIELD AT THE TIME OF CONSTRUCTION. COORDINATE PHASING REQUIREMENTS A MINIMUM OF FIFTEEN (15) CALENDAR DAYS PRIOR TO BEGINNING WORK IN A NEW PHASE. 5. PRIOR TO COMMENCING WORK, A VISUAL EXISTING SITE CONDITION SURVEY PRIOR TO COMMENCING WORK, A VISUAL EXISTING SITE CONDITION SURVEY MUST BE CONDUCTED. THE SURVEY MUST DENOTE THE CONDITION OF ALL EXISTING PAVEMENTS, STRUCTURES AND DEVICES WITHIN THE CONSTRUCTION LIMITS AND IN THE ACCESS ROUTE AND STAGING AREAS. THE FINDING MUST BE REPORTED TO THE CONTRACTING OFFICER AND THE CONSTRUCTION MANAGER. IF ANYTHING IS DAMAGED, ALL REPAIRS AND REPLACEMENTS IS THE RESPONSIBILITY OF THE CONTRACTOR AT NO COST TO THE GOVERNMENT. 6. THOROUGHLY CLEAN ALL PAVEMENT SURFACES PRIOR TO LEAVING THE THOROUGHLY CLEAN ALL PAVEMENT SURFACES PRIOR TO LEAVING THE WORK SITE AT THE END OF EACH WORK DAY. TWO (2) POWER SWEEPERS AND ONE VACUUM TRUCK MUST BE ON SITE DURING CONSTRUCTION FOR EACH MAJOR WORK AREA. ONE SWEEPER AND VACUUM TRUCK IS INSUFFICIENT TO MEET REQUIREMENT. STANDBY EQUIPMENT MUST BE ON SITE AT ALL TIMES FOR BOTH THE SWEEP AND VACUUM TRUCK. THE SWEEP/VACUUM OPERATION MUST BE CONTINUOUS. 7. WATER MUST BE USED TO CONTROL DUST AS NECESSARY. WATER MUST BE USED TO CONTROL DUST AS NECESSARY. 8. RUNWAY CLOSURE MARKERS (X'S) ARE AVAILABLE FROM AIR OPERATIONS. RUNWAY CLOSURE MARKERS (X'S) ARE AVAILABLE FROM AIR OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR OPERATIONS, FUEL, MAINTENANCE AND UPKEEP DURING CONSTRUCTION. CLOSURE MARKINGS MUST BE MAINTAINED ON A DAILY BASIS, AND COORDINATED WITH AIRFIELD MANAGER FOR TURNOVER. 9. PLACE ALL RUNWAY CLOSURE MARKINGS, TAXIWAY CLOSURE MARKINGS, PLACE ALL RUNWAY CLOSURE MARKINGS, TAXIWAY CLOSURE MARKINGS, BARRIERS, AND OTHER TEMPORARY CONSTRUCTION SAFETY DEVICES PRIOR TO THE START OF WORK FOR EACH PHASE OR WORK PACKAGE. MAINTAIN ALL TEMPORARY CONSTRUCTION SAFETY DEVICES, INCLUDING, BUT NOT LIMITED TO, LIGHTED RUNWAY CLOSURE MARKERS, LOW PROFILE CONSTRUCTION BARRIERS WITH BEACONS, CONSTRUCTION SIGNS, AND CLOSED RUNWAY MARKINGS, FOR THE ENTIRE DURATION OF CONSTRUCTION, OR AS DIRECTED BY THE CONTRACTING OFFICER. ENSURE THAT BARRICADE LIGHTING IS OPERATING ON A WEEKLY BASIS. IF BARRICADE LIGHTING IS NON-FUNCTIONAL OR NON-OPERATIONAL, REPLACE AFFECTED LIGHTS IMMEDIATELY, AT NO COST TO THE GOVERNMENT. ALL BARRICADES MUST BE RESET AT THE END OF THE CONSTRUCTION DAY. 10. AIR OPERATIONS HAS AIRFIELD BARRICADES FOR USE. COORDINATE WITH AIR OPERATIONS HAS AIRFIELD BARRICADES FOR USE. COORDINATE WITH THE AIRFIELD MANAGER FOR TURNOVER. CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL BARRICADES BEYOND WHAT IS AVAILABLE FROM AIR OPERATIONS. ANY ADDITIONAL BARRICADES PURCHASED WILL BE TURNED OVER TO THE GOVERNMENT AT PROJECT COMPLETION. 11. AIR OPERATIONS DOES NOT HAVE ANY AIRFIELD BARRICADE LIGHTS AIR OPERATIONS DOES NOT HAVE ANY AIRFIELD BARRICADE LIGHTS AVAILABLE FOR TURNOVER. CONTRACTOR IS RESPONSIBLE FOR BARRICADE LIGHTS. ANY BARRICADE LIGHTS PURCHASED MUST BE TURNED OVER TO THE GOVERNMENT AT PROJECT COMPLETION. 12. PROVIDE A BARRICADE PLAN A MINIMUM OF FIFTEEN CALENDAR (15) DAYS PROVIDE A BARRICADE PLAN A MINIMUM OF FIFTEEN CALENDAR (15) DAYS PRIOR TO THE START OF CONSTRUCTION ACTIVITY. BARRICADE PLAN MUST IDENTIFY BARRICADE LOCATION AND NUMBER OF BARRICADES REQUIRED PER PHASE OR WORK PACKAGE. LOCATION SHOULD BE SHOWN WITH A DIMENSION PERPENDICULAR TO ALL ADJACENT RUNWAY AND TAXIWAY PAVEMENT EDGES. 13. DO NOT USE CELL PHONES OR BASE PORTABLE RADIOS WITHIN LIMITS OF DO NOT USE CELL PHONES OR BASE PORTABLE RADIOS WITHIN LIMITS OF EXPLOSIVE SAFETY QUANTITY DISTANCE (ESQD) ARCS SHOWN ON PLANS. 14. PROTECT ALL EXISTING FEATURES (INCLUDING, BUT NOT LIMITED TO PROTECT ALL EXISTING FEATURES (INCLUDING, BUT NOT LIMITED TO AIRFIELD LIGHTS, AIRFIELD SIGNS, PAVEMENT, BUILDINGS, FENCES, UTILITIES, ETC.) TO REMAIN WITHIN THE WORK AREA AND THOSE ADJACENT TO THE WORK AREA, STAGING AREA, AND HAUL ROUTE. REPAIR AND/OR REPLACE ALL DAMAGED FEATURES AT NO COST TO THE GOVERNMENT. REPAIRS MUST BE PERFORMED CONTINUOUSLY ON A 24-HOUR BASIS. 15. AIRFIELD LIGHTING IS LOCATED ALONG EDGES OF RUNWAYS, TAXIWAYS, AIRFIELD LIGHTING IS LOCATED ALONG EDGES OF RUNWAYS, TAXIWAYS, AND APRONS. LIGHT BASES ARE 0 TO 3 FEET OFF PAVEMENT EDGE WITH WIRING APPROXIMATELY 24 TO 30 INCHES BELOW GRADE. PROTECT LIGHTS DURING ALL CONSTRUCTION ACTIVITIES. 16. NOTICE TO AIRMEN (NOTAMS) ARE REQUIRED FOR ALL WORK WITHIN THE NOTICE TO AIRMEN (NOTAMS) ARE REQUIRED FOR ALL WORK WITHIN THE PRIMARY SURFACE OR PART 77 TRANSITIONAL SURFACE OF AN ACTIVE RUNWAY. PROVIDE AIRPORT OPERATIONS OR THE CONTRACTING OFFICER FIFTEEN (15) CALENDAR DAYS' NOTICE BEFORE THE INITIAL START OF CONSTRUCTION WITHIN THESE AREAS. ONCE CONSTRUCTION IS UNDERWAY, PROVIDE 48-HOUR NOTICE FOR CONSTRUCTION IN AREAS OUTSIDE THE LIMITS OF THE CURRENT NOTAM. 17. THE AIRFIELD MANAGER AND CONTRACTING OFFICER MUST BE NOTIFIED A THE AIRFIELD MANAGER AND CONTRACTING OFFICER MUST BE NOTIFIED A MINIMUM OF FORTY-EIGHT (48) HOURS PRIOR TO REQUIRING ANY SECTION OF A RUNWAY OR TAXIWAY BE CLOSED. 18. ACCESS AIRFIELD AT SPECIFIED GATES, POST 1 (MAIN GATE) AND POST 6 ACCESS AIRFIELD AT SPECIFIED GATES, POST 1 (MAIN GATE) AND POST 6 (EMERGENCY SERVICES AND 24/7 ACCESS) AND ALONG SPECIFIED HAUL ROUTES AS INDICATED ON PLANS OR AS DIRECTED BY THE CONTRACTING OFFICER AND THE AIRFIELD MANAGER. OTHER ACCESS POINTS MAY BE CONSIDERED. PRIOR COORDINATION WITH THE AIRFIELD MANAGER AND THE NASO SECURITY IS REQUIRED. 19. CONSTRUCTION VEHICLES AND EQUIPMENT MUST YIELD TO ALL AIRFIELD CONSTRUCTION VEHICLES AND EQUIPMENT MUST YIELD TO ALL AIRFIELD OPERATIONS REGARDLESS OF THE CONSTRUCTION ACTIVITY. AIRCRAFT AND VEHICLE ACCESS ROUTES MUST BE MAINTAINED THROUGHOUT WORK. 20. ALL CONSTRUCTION EQUIPMENT, PERSONNEL, AND SUPPLIES WILL STAY ALL CONSTRUCTION EQUIPMENT, PERSONNEL, AND SUPPLIES WILL STAY WITHIN THE DESIGNATED CONSTRUCTION LIMITS, STAGING AREAS OR HAUL ROUTES UNLESS APPROVED BY THE AIRFIELD MANAGER. THESE CONSTRUCTION LIMITS ARE TWENTY-FIVE (25) FEET OFF THE EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. 21. CROSSING OF AN ACTIVE RUNWAY WILL BE PERMITTED, BUT MUST BE CROSSING OF AN ACTIVE RUNWAY WILL BE PERMITTED, BUT MUST BE COORDINATED THROUGH THE TOWER. 22. ALL WORK MUST COMPLY WITH GUIDELINES IN UFC 3-260-01, ALL WORK MUST COMPLY WITH GUIDELINES IN UFC 3-260-01, PARAGRAPH B14-6.7 SPECIAL SAFETY REQUIREMENTS DURING CONSTRUCTION FOR SETBACK DISTANCES OF CONSTRUCTION ACTIVITIES. ESTABLISH, IN ADVANCE, A SPECIFIC DEMARCATION OR HOLD LINE LOCATION FOR PERSONNEL AND EQUIPMENT DURING THE TIMES OF WORK INTERRUPTION TO ENSURE THE SAFETY OF THE CONTRACTOR AND AIRCRAFT OPERATIONS. 23. ALL EMPLOYEES REQUIRING ACCESS TO THE AIRFIELD MUST RECEIVE BASE ALL EMPLOYEES REQUIRING ACCESS TO THE AIRFIELD MUST RECEIVE BASE ACCESS AND FLIGHT LINE ACCESS THROUGH THE COMPLETION OF NASO ACCESS APPLICATIONS. EMPLOYEES REQUIRED TO CONDUCT HAULING OPERATIONS ON THE AIRFIELD MUST COMPLETE FLIGHT DRIVING TRAINING. ENSURE ALL DRIVERS OPERATING VEHICLES ON THE FLIGHT LINE SUCCESSFULLY COMPLETE AIRFIELD DRIVING TRAINING. 24. FIELD VERIFY EXISTENCE AND EXACT LOCATIONS OF UNDERGROUND FIELD VERIFY EXISTENCE AND EXACT LOCATIONS OF UNDERGROUND UTILITIES (FUEL, WATER, SANITARY, ELECTRIC, TELECOMMUNICATIONS, AND FIBER OPTIC) PRIOR TO EXCAVATION AND CONSTRUCTION WORK. NOTIFY THE CONTRACTING OFFICER WHERE CONFLICTS MAY EXIST THAT WOULD ADVERSELY AFFECT WORK. 25. DEPTH OF EXISTING UTILITIES ARE BASED ON INDUSTRY STANDARDS. DEPTH OF EXISTING UTILITIES ARE BASED ON INDUSTRY STANDARDS. GOVERNMENT WILL PROVIDE UTILITY CONFLICT TEST HOLE DATA OBTAINED DURING DESIGN. 26. REFER TO SURVEYOR'S NOTES FOR HORIZONTAL AND VERTICAL DATUM REFER TO SURVEYOR'S NOTES FOR HORIZONTAL AND VERTICAL DATUM INFORMATION. 27. REPLACE WITH MATCHING MATERIALS ANY PAVEMENT, SERVICE ROADS, REPLACE WITH MATCHING MATERIALS ANY PAVEMENT, SERVICE ROADS, LANDSCAPING, ETC., THAT MAY BE CUT OR DAMAGED AT -NO COST TO THE GOVERNMENT. 28. ADJUST EXISTING MANHOLE RIMS, VALVE BOX COVERS, AND OTHER UTILITY ADJUST EXISTING MANHOLE RIMS, VALVE BOX COVERS, AND OTHER UTILITY SURFACE FEATURES TO FINISHED GRADE, UNLESS SPECIFICALLY NOTED OTHERWISE. 29. TRANSITION GRADING AT A CONSTANT SLOPE BETWEEN INDICATED GRADES TRANSITION GRADING AT A CONSTANT SLOPE BETWEEN INDICATED GRADES AND CONTOURS, UNLESS OTHERWISE NOTED. 30. REFER TO ELECTRICAL AND UTILITY DRAWINGS FOR ADDITIONAL SITE WORK REFER TO ELECTRICAL AND UTILITY DRAWINGS FOR ADDITIONAL SITE WORK INCLUDING DEMOLITION AND NEW UTILITY INSTALLATION. 31. REFER TO X-SERIES SHEETS FOR IMPORTANT ENVIRONMENTAL FEATURES. REFER TO X-SERIES SHEETS FOR IMPORTANT ENVIRONMENTAL FEATURES. PAVEMENTS 32. NOTE THAT PAVEMENT THICKNESS VARIES FROM SECTION TO SECTION. NOTE THAT PAVEMENT THICKNESS VARIES FROM SECTION TO SECTION. EXISTING PAVEMENT THICKNESS DATA SHOWN HEREIN TAKES PRECEDENCE OVER THE CONSTRUCTION HISTORY REPORTED IN THE 2020 AIRFIELD PAVEMENT CONDITION INDEX (PCI) AND MANAGEMENT REPORT. SOME CONCRETE LAYERS MAY CONTAIN WELDED WIRE FABRIC. 33. ALL DIMENSIONS ARE IN FEET (FT) AND INCHES (IN). ALL DIMENSIONS ARE IN FEET (FT) AND INCHES (IN). 34. REPAIR/REPLACE EXISTING PCC PAVEMENT AS WELL AS CLEAN AND REPAIR/REPLACE EXISTING PCC PAVEMENT AS WELL AS CLEAN AND RESEAL PAVEMENT JOINTS WITHIN THE CONSTRUCTION LIMITS SHOWN. 35. MUST MILL AND RESURFACE THE AC RUNWAY WITHIN THE LIMITS MUST MILL AND RESURFACE THE AC RUNWAY WITHIN THE LIMITS INDICATED, PROVIDE A STRAIGHT SAWCUT AND TACK COAT AT LIMITS OF MILLING. 36. ALL NEW PAVEMENT AND GRADING WORK MUST MATCH EXISTING ALL NEW PAVEMENT AND GRADING WORK MUST MATCH EXISTING ELEVATIONS AT THE LIMIT OF WORK OR LIMIT OF DISTURBANCE. 37. ALL FREE CONCRETE PAVEMENT EDGES ABUTTING GRASSED, GRAVEL OR ALL FREE CONCRETE PAVEMENT EDGES ABUTTING GRASSED, GRAVEL OR ASPHALT PAVEMENT MUST HAVE THICKENED EDGES. 38. PREPARE TAXIWAY AND RUNWAY SURFACES AND REMOVE EXISTING PREPARE TAXIWAY AND RUNWAY SURFACES AND REMOVE EXISTING PAVEMENT MARKINGS PRIOR TO PAINTING EXISTING PAVEMENTS. 39. PORTLAND CEMENT CONCRETE (PCC) SLAB SIZE FOR NEW WORK IS PORTLAND CEMENT CONCRETE (PCC) SLAB SIZE FOR NEW WORK IS 12.5-FEET X 15-FEET, UNLESS OTHERWISE NOTED. PAVEMENT JOINTS, SEALANT, CRACKS 40. PROVIDE DOWELED CONTRACTION JOINTS ON THE LAST THREE TRANSVERSE PROVIDE DOWELED CONTRACTION JOINTS ON THE LAST THREE TRANSVERSE CONTRACTION JOINTS FROM A FREE EDGE AND FOR THREE JOINTS ON EITHER SIDE OF AN ISOLATION JOINT. 41. INSTALL EXPANSION JOINT WITH THICKENED EDGE WHERE CONCRETE INSTALL EXPANSION JOINT WITH THICKENED EDGE WHERE CONCRETE PAVEMENT ABUTS STRUCTURES IN THE PAVEMENT. 42. FIELD ADJUSTMENTS TO PAVEMENT REPAIR TYPE AND SIZE ARE NOT TO FIELD ADJUSTMENTS TO PAVEMENT REPAIR TYPE AND SIZE ARE NOT TO BE MADE WITHOUT PRIOR APPROVAL OF THE CONTRACTING OFFICER. 43. SEE CP-SERIES SHEETS FOR JOINT SEALANT REPLACEMENT LOCATIONS. SEE CP-SERIES SHEETS FOR JOINT SEALANT REPLACEMENT LOCATIONS. 44. RE-ESTABLISH EXISTING JOINTS IN NEW WORK, UNLESS NOTED OTHERWISE RE-ESTABLISH EXISTING JOINTS IN NEW WORK, UNLESS NOTED OTHERWISE (UNO) 45. REINFORCE SLABS WITH UTILITY PENETRATIONS, SERVICE POINTS, PADS, REINFORCE SLABS WITH UTILITY PENETRATIONS, SERVICE POINTS, PADS, AND ODD SHAPED SLABS MUST BE REINFORCED WHETHER INDICATED OR NOT. 46. CONCRETE REPAIR ACTIVITIES IDENTIFIED IN THESE PLANS REPRESENT THE CONCRETE REPAIR ACTIVITIES IDENTIFIED IN THESE PLANS REPRESENT THE REQUIRED REPAIRS AS OF PROJECT ADVERTISEMENT. ADDITIONAL REPAIRS MAY BE REQUIRED AS DIRECTED BY THE CONTRACTING OFFICER AT THE TIME OF CONSTRUCTION. 47. MATCH CONCRETE JOINTS AT THE INTERFACE BETWEEN NEW AND EXISTING MATCH CONCRETE JOINTS AT THE INTERFACE BETWEEN NEW AND EXISTING PAVEMENTS, UNLESS OTHERWISE NOTED. EXCAVATED MATERIAL 48. ALL DEMOLISHED CONCRETE AND ASPHALT PAVEMENT ARE THE PROPERTY ALL DEMOLISHED CONCRETE AND ASPHALT PAVEMENT ARE THE PROPERTY OF THE CONTRACTOR. STOCKPILE DEMOLISHED PAVEMENT MATERIAL IN AREAS DESIGNATED ON THE PLANS OR AS DIRECTED BY THE CONTRACTING OFFICER. THIS MATERIAL SHALL BE USED FIRST ONSITE BEFORE ADDITIONAL MATERIAL IS BROUGHT TO THE SITE. CRUSH CONCRETE MATERIAL IN THE DESIGNATED LOCATION AND PLACE AS SHOULDER PAVEMENT BASE MATERIAL, GRAVEL ROADWAY, FILL MATERIAL, OR AS DIRECTED BY THE CONTRACTING OFFICER. REINFORCED CEMENT CONCRETE (RCC) MAY NOT BE USED AS CRUSHED AGGREGATE BASE COURSE IN RUNWAY, TAXIWAY, OR HOLD AREA PAVEMENT SECTIONS. 49. ALL SUITABLE TOPSOIL AND FILL EXCAVATED FROM THE WORK AREA MUST ALL SUITABLE TOPSOIL AND FILL EXCAVATED FROM THE WORK AREA MUST BE HANDLED IN ACCORDANCE WITH PROCEDURES IN SPECIFICATION 31 23 00.00 20, SATISFACTORY MATERIALS. STOCKPILE MATERIAL IN THE AREAS DESIGNATED ON THE PLANS OR AS DIRECTED BY THE CONTRACTING OFFICER. PLACE MATERIAL AS SPECIFIED IN THE PLANS AND SPECIFICATIONS. 50. DISPOSE OF UNSUITABLE MATERIAL IN ACCORDANCE WITH SPECIFICATION DISPOSE OF UNSUITABLE MATERIAL IN ACCORDANCE WITH SPECIFICATION 31 23 00.00 20, UNSATISFACTORY MATERIALS AND REGULATIONS OF THE LOCAL PERMITTING AGENCY. 51. DISPOSE OF ALL STOCKPILED SUITABLE AND UNSUITABLE MATERIAL IN DISPOSE OF ALL STOCKPILED SUITABLE AND UNSUITABLE MATERIAL IN ACCORDANCE WITH THE PROCEDURE DOCUMENTED IN SPECIFICATION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS SPECIFICATION. 52. PROVIDE SHEETING AND SHORING FOR ALL TRENCHES AND EXCAVATIONS PROVIDE SHEETING AND SHORING FOR ALL TRENCHES AND EXCAVATIONS AS NECESSARY IN ACCORDANCE WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS. 53. PROVIDE MEANS TO PROTECT AND MAINTAIN EXCAVATED AREAS. PROVIDE MEANS TO PROTECT AND MAINTAIN EXCAVATED AREAS. DEWATERING MUST BE PROVIDED; SEE SPECIFICATION 31 23 00.00 20 EXCAVATION AND FILL, AND 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS, FOR REQUIREMENTS TO MAINTAIN EXCAVATED AREAS AT ALL TIMES, AT NO ADDITIONAL COST TO THE GOVERNMENT. SEE CE-SERIES SHEETS FOR EROSION CONTROL NOTES AND DEVICES. 54. ALL DEWATERING MUST BE TREATED IN ACCORDANCE WITH REQUIREMENTS ALL DEWATERING MUST BE TREATED IN ACCORDANCE WITH REQUIREMENTS WITHIN PROJECT AND NAVY POLICY AT NO ADDITIONAL COST TO THE GOVERNMENT. 55. PROTECT EXPOSED SUBGRADE MATERIAL AT ALL TIMES. PROVIDE SECTION PROTECT EXPOSED SUBGRADE MATERIAL AT ALL TIMES. PROVIDE SECTION IN QUALITY CONTROL PLAN FOR SUBGRADE PROTECTION. SEE SPECIFICATIONS AND PERMITS FOR MINIMUM REQUIREMENTS. 56. CONSTRUCTION JOINTS MUST BE USED AT THE END OF EACH DAY'S CONSTRUCTION JOINTS MUST BE USED AT THE END OF EACH DAY'S PLACING OPERATION AND WHEN CONCRETE PLACEMENT IS INTERRUPTED FOR 30 MINUTES OR LONGER. 57. USE LOW PRESSURE TIRES/TRACKED EQUIPMENT FOR EXCAVATION AND USE LOW PRESSURE TIRES/TRACKED EQUIPMENT FOR EXCAVATION AND hGRADING AND MUST MINIMIZE EQUIPMENT TRAFFIC ON SUBGRADE. BACK DROPPING THE BASE COURSE MATERIAL IS REQUIRED WHERE FEASIBLE. 58. PROVIDE OF A BEST FIT OF CENTERLINE STRIPING WHERE EXISTING LIGHTS PROVIDE OF A BEST FIT OF CENTERLINE STRIPING WHERE EXISTING LIGHTS REMAIN. 59. HAND EXCAVATE AROUND EXISTING UTILITIES PER SPECIFICATION 31 23 HAND EXCAVATE AROUND EXISTING UTILITIES PER SPECIFICATION 31 23 00.00 20, 1.7.3 UTILITIES. EXCAVATION WITHIN TWO FEET OF KNOWN GOVERNMENT-OWNED UTILITIES. WORK ADJACENT TO SUCH FACILITIES MUST BE EXCAVATED BY HAND. 60. EXTEND NEW BASE COURSES (AGGREGATE OR CRUSHED CONCRETE) 12 EXTEND NEW BASE COURSES (AGGREGATE OR CRUSHED CONCRETE) 12 INCHES BEYOND NEW WEARING COURSE LIMITS AND NEW PCC LIMITS. 61. MAINTAIN ACCESS TO THE TACAN SITE THROUGH THE CRUSHING PLAN MAINTAIN ACCESS TO THE TACAN SITE THROUGH THE CRUSHING PLAN AREAS. 62. REFER TO GET SOLUTIONS (TERRACON) CORING REPORT FROM JANUARY REFER TO GET SOLUTIONS (TERRACON) CORING REPORT FROM JANUARY 2020 FOR LOCATION AND DEPTH OF EXISTING PAVEMENT FABRIC. 63. NOTIFY INSTALLATION ENVIRONMENTAL PRIOR TO EXCAVATIONS WITHIN NOTIFY INSTALLATION ENVIRONMENTAL PRIOR TO EXCAVATIONS WITHIN KNOWN PETROLEUM AREAS. ALL SOIL EXCAVATED WITHIN THE KNOWN RESIDUAL PETROLEUM CONTAMINATION AREAS, AS INDICATED ON THESE SHEETS. WILL BE IMPACTED BY PETROLEUM AND PFAS AND MUST BE DISPOSED IN ACCORDANCE WITH PROJECT PLANS AND SPECIFICATIONS. 64. ALL WORK PERTAINING TO THE DITCHES SHALL BE INCLUDED AS AN ALL WORK PERTAINING TO THE DITCHES SHALL BE INCLUDED AS AN OPTION. THIS WORK INCLUDES BUT NOT LIMITED TO CLEARING, GRUBBING, GRADING, TREE AND STUMP REMOVAL, CONSTRUCTION OF NEW STORMWATER CULVERTS, HEADWALLS, AND CONSTRUCTION OF THE GRAVEL ACCESS PATH. OCEANA COMMUNICATIONS 65. COORDINATE WITH AIRFIELD MANAGER FOR AIRFIELD VEHICLE OPERATOR COORDINATE WITH AIRFIELD MANAGER FOR AIRFIELD VEHICLE OPERATOR TRAINING. 66. NAS OCEANA MAINTAINS A WEATHER MASS NOTIFICATION SYSTEM, LOCATED NAS OCEANA MAINTAINS A WEATHER MASS NOTIFICATION SYSTEM, LOCATED ON VARIOUS HANGARS / BUILDINGS ALONG THE FLIGHT LINE. FOR INFORMATION ABOUT THE SYSTEM, CONTACT THE AIRFIELD MANAGER. 67. NAS OCEANA UTILIZES AT HOC TEXT MESSAGING FOR VARIOUS EVENTS / NAS OCEANA UTILIZES AT HOC TEXT MESSAGING FOR VARIOUS EVENTS / CONDITIONS ON THE AIRFIELD. CONTRACTOR SHALL CONTACT AIRFIELD MANAGER FOR ENROLLMENT IN NOTIFICATION SYSTEM.

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BUILDING

AutoCAD SHX Text APPD APPROVED APPROVED APPROX APPROXIMATE APPROXIMATE ASPH ASPHALT ASPHALT ASTM AMERICAN SOCIETY FOR TESTING AND AMERICAN SOCIETY FOR TESTING AND MATERIALS AVE AVENUE AVENUE BLDG BUILDING BUILDING BM BENCHMARK BENCHMARK BMP BEST MANAGEMENT PRACTICE BEST MANAGEMENT PRACTICE C&G CURB AND GUTTER CURB AND GUTTER CB CATCH BASIN CATCH BASIN CC CONCRETE CURB CONCRETE CURB CI CURB INLET CURB INLET CJ CONTROL JOINT/CONSTRUCTION JOINT CONTROL JOINT/CONSTRUCTION JOINT CL CENTER LINE CENTER LINE CO CLEANOUT CLEANOUT CONC CONCRETE CONCRETE CONT CONTINUE CONTINUE DAT DATUM DATUM DCJ DOWELED CONTROL JOINT DOWELED CONTROL JOINT DIA DIAMETER DIAMETER DS DOWNSPOUT DOWNSPOUT E EAST/EASTING EAST/EASTING EA EACH EACH EJ EXPANSION JOINT EXPANSION JOINT ELEV ELEVATION ELEVATION EQ EQUAL EQUAL FES FLARED END SECTION FLARED END SECTION FFE FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FH FIRE HYDRANT FIRE HYDRANT FT FEET FEET FW FIRE WATER FIRE WATER G NATURAL GAS NATURAL GAS GV GATE VALVE GATE VALVE HORIZ HORIZONTAL HORIZONTAL ID INSIDE DIAMETER INSIDE DIAMETER INV INVERT INVERT LB POUND POUND LF LINEAR FOOT LINEAR FOOT LOD LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LONG LONGITUDINAL LONGITUDINAL LP LOW POINT/LIGHT POLE LOW POINT/LIGHT POLE MAX MAXIMUM MAXIMUM MG MATCH GRADE MATCH GRADE MH MANHOLE MANHOLE MIN MINIMUM MINIMUM N NORTH/NORTHING NORTH/NORTHING OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER OH OVERHEAD OVERHEAD PL PROPERTY LINE PROPERTY LINE PS PERMANENT SEEDING PERMANENT SEEDING PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE R RADIUS RADIUS RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROOF DRAIN/ROAD ROOF DRAIN/ROAD ROW RIGHT OF WAY RIGHT OF WAY S SOUTH SOUTH SCHED SCHEDULE SCHEDULE SD STORM DRAIN STORM DRAIN SMH SANITARY MANHOLE SANITARY MANHOLE SQ SQUARE SQUARE SS SANITARY SEWER SANITARY SEWER ST STREET STREET STA STATION STATION STD STANDARD STANDARD SW SIDEWALK SIDEWALK TBM TEMPORARY BENCHMARK TEMPORARY BENCHMARK TEMP TEMPORARY TEMPORARY TS TEMPORARY SEEDING TEMPORARY SEEDING TYP TYPICAL TYPICAL VERT VERTICAL VERTICAL W WEST/WATER WEST/WATER W/ WITH WITH WM WATER METER WATER METER WV WATER VALVE WATER VALVE WWF WELDED WIRE FABRICWELDED WIRE FABRIC

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CONCRETE SIDEWALK

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DEMOLISH AREA

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DEMOLISH LINEAR

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SAWCUT

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REMOVE ITEM

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PROJECT LIMITS

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CONSTRUCTION ENTRANCE

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INLET PROTECTION

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CULVERT INLET PROTECTION

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SILT FENCE

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LIMITS OF DISTURBANCE

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OUTLET PROTECTION

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TREE PROTECTION

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BOLLARD

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POST

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TREE

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SHRUB

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CONTOUR

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STORM DRAIN LINE

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SPOT ELEVATION

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STORM ROOF DRAIN LINE

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STORM DRAIN MANHOLE

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FLARED END SECTION

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SANITARY SEWER MANHOLE

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SANITARY SEWER CLEANOUT

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WATER LINE

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WATER VALVE

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BENDS

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BLDG

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BENCHMARK

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UNDERGROUND COMMUNICATION

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STEAM LINE

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UNDERGROUND ELECTRIC

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UNKNOWN UTILITY LINE

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END OF INFORMATION

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SOIL BORING

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SD

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EOI

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UNKNOWN UTILITY

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EUE

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EUC

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EW

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ESTM

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ES

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ASPHALT PAVEMENT

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ENDWALL

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PCC TAXIWAY PAVEMENT

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PCC OVERLAY

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CONCRETE CAP

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PCC SHOULDER

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PAVED SHOULDER

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SERVICE ROAD

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LIMITS OF DITCH CLEARING, GRUBBING, AND GRADING

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PPI ADDENDUM 2

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PPI ADDENDUM 3

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DEPARTMENT OF THE NAVY

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DRAWFORM REVISION: 25 AUGUST 2020

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APPROVED

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MIDLANT DC CORE

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NAVAL STATION - NORFOLK, VA

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NAVAL AIR STATION OCEANA

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VIRGINIA BEACH, VIRGINIA

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APPROVE BY LCDR KYLE STRAUSBAUGH

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PWD OCEANA FEAD DIRECTOR

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VIA EMAIL

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CC/SPR

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STOCKPILE AND LAYDOWN AREA - AREA 6

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1. CONTRACTOR MUST DETERMINE THE LIMITS, LAYOUT, AND CONTRACTOR MUST DETERMINE THE LIMITS, LAYOUT, AND EQUIPMENT NEEDED FOR THE CONCRETE PRODUCTION PLANT AREA WITH APPROVAL FROM THE CONTRACTING OFFICER. 2. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND CONSTRUCTION OF PERIMETER FENCING AND GATE AS SHOWN. EXISTING FENCE LINE MUST NOT BE IMPACTED EXCEPT WHERE REQUIRED FOR THE INSTALLATION OF A NEW GATE. FENCING AND GATE MUST COMPLY WITH DETAILS SHOWN ON SHEET CS501-CS508 3. IF THIS AREA IS USED, THE CONTRACTOR MUST RESTORE THE IF THIS AREA IS USED, THE CONTRACTOR MUST RESTORE THE AREA PRIOR TO DEMOBILIZATION. THE AREA MUST BE TOP SOILED, GRADED TO DRAIN, AND STABILIZED WITH GRASS.

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1. USE STAGING AREAS, PLANT LOCATIONS, AND HAUL ROUTES AS USE STAGING AREAS, PLANT LOCATIONS, AND HAUL ROUTES AS SHOWN ON PLANS OR AS DIRECTED BY THE CONTRACTING OFFICER. 2. NASO SECURITY GUARDS ARE RESPONSIBLE FOR MAINTAINING NASO SECURITY GUARDS ARE RESPONSIBLE FOR MAINTAINING SECURITY AT THE ACCESS POINT OF THE AIRFIELD. PRIMARY ACCESS POINT IS POST 6. 3. PROVIDE THE NECESSARY SIGNAGE ALONG HAUL ROUTES TO PROVIDE THE NECESSARY SIGNAGE ALONG HAUL ROUTES TO SAFELY AND EFFICIENTLY DIRECT CONSTRUCTION VEHICLES TO AND FROM THE WORK AREAS. COORDINATE SIGN TYPES AND LOCATIONS WITH THE CONTRACTING OFFICER. 4. ADHERE TO THE SPECIFIED BOUNDARIES FOR STAGING AREAS ADHERE TO THE SPECIFIED BOUNDARIES FOR STAGING AREAS AND PLANT LOCATIONS UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER. 5. EQUIPMENT STORAGE AND STOCKPILES ARE SUBJECT TO THE EQUIPMENT STORAGE AND STOCKPILES ARE SUBJECT TO THE HEIGHT RESTRICTIONS IDENTIFIED ON THE MAXIMUM EQUIPMENT HEIGHT PLAN. 6. AREAS IDENTIFIED FOR CLEARING AND GRUBBING ARE SUBJECT AREAS IDENTIFIED FOR CLEARING AND GRUBBING ARE SUBJECT TO TIME RESTRICTIONS PER SPECIFICATIONS. CLEAR AND GRUB THESE AREAS TO THE EXTENT REQUIRED, OR AT THE DIRECTION OF THE CONTRACTING OFFICER. 7. USE STEEL PLATES OVER CROSSINGS OF UTILITIES WITH ALL USE STEEL PLATES OVER CROSSINGS OF UTILITIES WITH ALL HAUL ROUTES SUFFICIENT ENOUGH TO DISSIPATE VEHICLE LOADING WITHOUT DAMAGING THE UTILITY. REPAIR ALL DAMAGED UTILITIES DUE TO HAULING OPERATIONS AT NO EXPENSE TO THE GOVERNMENT. 8. FINAL CONDITIONS OF ALL STAGING AND PLANT AREAS MUST BE FINAL CONDITIONS OF ALL STAGING AND PLANT AREAS MUST BE LEFT AS INDICATED ON THE PLANS. 9. EMPLOY ADEQUATE DUST AND DEBRIS CONTROL MEASURES EMPLOY ADEQUATE DUST AND DEBRIS CONTROL MEASURES THROUGHOUT THE WORK AREA AND HAUL ROUTES. MEASURES INCLUDE, BUT ARE NOT LIMITED TO, WATER FOR DUST CONTROL, POWER SWEEPERS, VACUUM TRUCKS, STONE CONSTRUCTION ENTRANCES, AND TRUCK BED COVERS. 10. STOCKPILES AND BATCH PLANT ARE SUBJECT TO PART 77 STOCKPILES AND BATCH PLANT ARE SUBJECT TO PART 77 HEIGHT REQUIREMENTS. 11. INLET PROTECTION IS REQUIRED ON ANY DOWNSTREAM INLET PROTECTION IS REQUIRED ON ANY DOWNSTREAM STORMWATER STRUCTURE THAT RECEIVES RUNOFF FROM THESE LAYDOWN AND STORAGE AREAS.

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MIDLANT DC CORE

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NAVAL STATION - NORFOLK, VA

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NAVAL AIR STATION OCEANA

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VIRGINIA BEACH, VIRGINIA

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APPROVE BY LCDR KYLE STRAUSBAUGH

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PWD OCEANA FEAD DIRECTOR

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VIA EMAIL

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CC/SPR

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8' TALL SECURITY PERIMETER FENCE

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(2)AMBER

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SURFACE PAINTED HOLDING POSITION SIGN

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LIMITS OF DITCH CLEARING, GRUBBING AND GRADING

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DEPARTMENT OF THE NAVY

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DRAWFORM REVISION: 25 AUGUST 2020

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CHK

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APPROVED

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FOR COMMANDER NAVFAC

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TAXIWAY ALPHA EXISTING CONDITIONS AND DEMOLITION PLAN

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SPR

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KAW

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DLB

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MIDLANT DC CORE

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NAVAL STATION - NORFOLK, VA

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NAVAL AIR STATION OCEANA

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VIRGINIA BEACH, VIRGINIA

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APPROVE BY LCDR KYLE STRAUSBAUGH

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PWD OCEANA FEAD DIRECTOR

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VIA EMAIL

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LONDON BRIDGE RD

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1. PROVIDE AND MAINTAIN LIGHTED RUNWAY CLOSURE MARKER PROVIDE AND MAINTAIN LIGHTED RUNWAY CLOSURE MARKER 2. PROVIDE CLOSED RUNWAY MARKING PROVIDE CLOSED RUNWAY MARKING 3. PROVIDE AND MAINTAIN TAXIWAY CLOSURE MARKER PROVIDE AND MAINTAIN TAXIWAY CLOSURE MARKER 4. PROVIDE CLOSED HELIPAD MARKING PROVIDE CLOSED HELIPAD MARKING 5. REMOVE PAVEMENT MARKING REMOVE PAVEMENT MARKING 6. PROTECT EQUIPMENT DURING CONSTRUCTION ACTIVITIES PROTECT EQUIPMENT DURING CONSTRUCTION ACTIVITIES 7. REMOVE AND REPLACE PCC PAVEMENT (FULL DEPTH) REMOVE AND REPLACE PCC PAVEMENT (FULL DEPTH) 8. REMOVE AND REPLACE ASPHALT OVER PCC PAVEMENT (FULL DEPTH) REMOVE AND REPLACE ASPHALT OVER PCC PAVEMENT (FULL DEPTH) 10. REMOVE ASPHALT PAVED SHOULDER REMOVE ASPHALT PAVED SHOULDER 11. SAWCUT ASPHALT/CONCRETE PAVEMENT SAWCUT ASPHALT/CONCRETE PAVEMENT 12. REMOVE AND REPLACE ASPHALT PAVEMENT FULL DEPTH PER CS REMOVE AND REPLACE ASPHALT PAVEMENT FULL DEPTH PER CS SHEETS 13. EXCAVATE TO NEW SUBGRADE AND PROOFROLL SUBGRADE IN EXCAVATE TO NEW SUBGRADE AND PROOFROLL SUBGRADE IN ACCORDANCE WITH SPECIFICATIONS 14. PROVIDE CEMENT STABILIZED SUBGRADE (MINIMUM 6%) TO A PROVIDE CEMENT STABILIZED SUBGRADE (MINIMUM 6%) TO A MINIMUM DEPTH OF 8 INCHES 15. EXCAVATE AS NEEDED TO PROVIDE UNDERDRAIN TRENCH EXCAVATE AS NEEDED TO PROVIDE UNDERDRAIN TRENCH 16. EXCAVATE AS NEEDED TO CONSTRUCT TAXIWAY PAVEMENT WIDENING EXCAVATE AS NEEDED TO CONSTRUCT TAXIWAY PAVEMENT WIDENING (FILLETS) 17. EXCAVATE AS NEEDED TO CONSTRUCT TAXIWAY PAVED SHOULDER EXCAVATE AS NEEDED TO CONSTRUCT TAXIWAY PAVED SHOULDER 18. EXCAVATE AS NEEDED TO CONSTRUCT TAXIWAY GRADED SHOULDER EXCAVATE AS NEEDED TO CONSTRUCT TAXIWAY GRADED SHOULDER 19. EXCAVATE AS NEEDED TO CONSTRUCT RUNWAY PAVED SHOULDER EXCAVATE AS NEEDED TO CONSTRUCT RUNWAY PAVED SHOULDER 20. REMOVE AND REPLACE DRAINAGE STRUCTURE REMOVE AND REPLACE DRAINAGE STRUCTURE 21. MODIFY DRAINAGE STRUCTURE MODIFY DRAINAGE STRUCTURE 22. REMOVE AND REPLACE STORM PIPE REMOVE AND REPLACE STORM PIPE 23. PROTECT EXISTING DRAINAGE STRUCTURE TO REMAIN PROTECT EXISTING DRAINAGE STRUCTURE TO REMAIN 24. REMOVE AND REPLACE UNDERDRAIN PIPE. SEE SHEET CG SHEETS. REMOVE AND REPLACE UNDERDRAIN PIPE. SEE SHEET CG SHEETS. 25. CUT AND CAP RUNWAY UNDERDRAINS CUT AND CAP RUNWAY UNDERDRAINS 26. REMOVE AND REPLACE CULVERT HEADWALL/END SECTION SEE CG REMOVE AND REPLACE CULVERT HEADWALL/END SECTION SEE CG SHEETS 27. REMOVE AND REPLACE CULVERT PIPE SEE CG SHEETS REMOVE AND REPLACE CULVERT PIPE SEE CG SHEETS 28. PROTECT EXISTING UTILITY STRUCTURE TO REMAIN PROTECT EXISTING UTILITY STRUCTURE TO REMAIN 29. PROTECT ABOVE GROUND NAVIGATIONAL SIGN (SIGN TO REMAIN) PROTECT ABOVE GROUND NAVIGATIONAL SIGN (SIGN TO REMAIN) 30. SALVAGE ABOVE GROUND NAVIGATIONAL SIGN/TURN IN TO AIRFIELD SALVAGE ABOVE GROUND NAVIGATIONAL SIGN/TURN IN TO AIRFIELD OPERATIONS AND DEMOLISH CONCRETE FOUNDATION AND CONDUIT RUNS TO NEXT JUNCTION 31. PROTECT EXISTING BURIED UTILITY TO REMAIN PROTECT EXISTING BURIED UTILITY TO REMAIN 32. REMOVE BURIED UTILITY REMOVE BURIED UTILITY 33. PROTECT EXISTING ELEVATED RUNWAY GUARD LIGHT TO REMAIN PROTECT EXISTING ELEVATED RUNWAY GUARD LIGHT TO REMAIN 34. SALVAGE EXISTING ELEVATED RUNWAY GUARD LIGHT/TURN IN TO SALVAGE EXISTING ELEVATED RUNWAY GUARD LIGHT/TURN IN TO AIRFIELD OPERATIONS AND DEMOLISH CONCRETE FOUNDATION AND CONDUIT RUNS TO NEXT JUNCTION 35. SALVAGE EXT. WINDCONE/TURN IN TO AIROPS AND DEMOLISH SALVAGE EXT. WINDCONE/TURN IN TO AIROPS AND DEMOLISH CONCRETE FOUNDATION AND CONDUIT RUNS TO NEXT JUNCTION 36. PROTECT EXISTING ARRESTING GEAR EQUIPMENT, POWER, CONTROLS, PROTECT EXISTING ARRESTING GEAR EQUIPMENT, POWER, CONTROLS, AND PAVED MAINTENANCE AREAS 37. PROTECT EXISTING IFLOLS EQUIPMENT, POWER, CONTROLS, AND PROTECT EXISTING IFLOLS EQUIPMENT, POWER, CONTROLS, AND PAVED MAINTENANCE AREAS 39. REMOVE IDLE PAVEMENT AREA REMOVE IDLE PAVEMENT AREA 40. PROTECT CONCRETE TO REMAIN PROTECT CONCRETE TO REMAIN 41. PROTECT ASPHALT TO REMAIN PROTECT ASPHALT TO REMAIN 42. REMOVE PARTIAL WIDTH OF CONCRETE PAD REMOVE PARTIAL WIDTH OF CONCRETE PAD 43. CLEAR AND GRUB AREA. CLEAR AND GRUB AREA. 44. PLUG/ABANDON IN PLACE PIPE. FILL WITH FLOWABLE FILL. PLUG/ABANDON IN PLACE PIPE. FILL WITH FLOWABLE FILL. 45. RE-ESTABLISH MAINTENANCE PATH ALONG TOP OF BANK. THIS RE-ESTABLISH MAINTENANCE PATH ALONG TOP OF BANK. THIS INCLUDES REMOVAL OF TREES, STUMPS, AND SHRUBS. 46. CLEAR AND GRUB DITCH, INCLUDING ALL STUMPS. CLEAR AND GRUB DITCH, INCLUDING ALL STUMPS. 47. PROTECT AND ADJUST MONITORING WELLS PROTECT AND ADJUST MONITORING WELLS 48. REMOVE EXISTING FUEL LINE(S) REMOVE EXISTING FUEL LINE(S) 49. PLUG/ABANDON IN PLACE EXISTING FUEL LINE(S) PLUG/ABANDON IN PLACE EXISTING FUEL LINE(S) 50. REMOVE AND DISPOSE OF 1.15'D LIGHT BASE REMOVE AND DISPOSE OF 1.15'D LIGHT BASE

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1. SEE CD-001 FOR DEMOLITION KEYNOTES. SEE CD-001 FOR DEMOLITION KEYNOTES. 2. REFER TO ELECTRICAL DRAWINGS (SHEETS ED101 TO ED106) SHEETS FOR REFER TO ELECTRICAL DRAWINGS (SHEETS ED101 TO ED106) SHEETS FOR DEMOLITION OF EDGE AND RUNWAY LIGHT ITEMS. 3. REFER TO ELECTRICAL DRAWINGS FOR DEMOLITION OF MISCELLANEOUS CONCRETE REFER TO ELECTRICAL DRAWINGS FOR DEMOLITION OF MISCELLANEOUS CONCRETE PADS ASSOCIATED WITH ELECTRICAL ITEMS. BACKFILL WITH SATISFACTORY MATERIAL, GRADE, AND TOPSOIL ACCORDING TO SPECIFICATIONS. 4. CONTRACTOR MUST EXCAVATE WITH EXTREME CAUTION AS THERE MAY BE MULTIPLE CONTRACTOR MUST EXCAVATE WITH EXTREME CAUTION AS THERE MAY BE MULTIPLE UTILITY CROSSINGS, SOME OF WHICH MAY BE DIRECT BURIED OR ENCASED CONCRETE DUCT BANKS. 5. ALL WORK ASSOCIATED WITH THE DITCHES SHALL BE INCLUDED AS AN OPTION. ALL WORK ASSOCIATED WITH THE DITCHES SHALL BE INCLUDED AS AN OPTION. 6. ALL WORK ASSOCIATED WITH MILLING FUEL PIT AREA SHALL BE INCLUDED AS AN ALL WORK ASSOCIATED WITH MILLING FUEL PIT AREA SHALL BE INCLUDED AS AN OPTION. WORK TO INCLUDED 2" MILLING, DEMOLITION AND DISPOSAL OF OLD LIGHT BASES.

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CL

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PT#=205

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PT#=206

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PT#=207

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EHH

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EHH

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EHH

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SHIPPING CONTAINER

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SHIPPING CONTAINER

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BRUSH

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APPROX.

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48"CONC

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36"CPP

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INV=5.33

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INV=5.47

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TOP CONC=10.67

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TOP CONC=10.90

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TOP CONC=12.31

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TOP CONC=12.25

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INV=5.36

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INV=5.27

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INV=5.11

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INV=4.95

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36"CPP

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ELEC. VAULT

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MAGAZINE ROAD

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CB

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GRASS

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GRASS

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BRUSH

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DITCH

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ASPHALT ROADWAY

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GRASS

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ASPHALT

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ROADWAY

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GRASS

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WEAPONS RD

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BRUSH

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CB

AutoCAD SHX Text CULVERT C9-5 TO C9-4 (2) 38'-72" X 60" BOX CULVERT REQ. (2.0' COVER) (0° SKEW)INV(IN)=5.41 INV(OUT)=5.36 STD. BCD-DT, BCD-05, BCW-21 4 STD. TYPE 1 WING REQ. (2) 30 CY STD. EC-1 CLASS A1 REQ. TYPE A INSTALL 150 CY MINOR STRUCTURE EXCAVATION

AutoCAD SHX Text CULVERT C9-7 TO C9-6 (2) 42'-72" X 60" BOX CULVERT REQ. (2.0' COVER) (0° SKEW)INV(IN)=5.77 INV(OUT)=5.81 STD. BCD-DT, BCD-05, BCW-21 4 STD. TYPE 1 WING REQ. (2) 30 CY STD. EC-1 CLASS A1 REQ. TYPE A INSTALL 160 CY MINOR STRUCTURE EXCAVATION

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LIMITS OF DISTURBANCE

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SOIL STOCKPILE

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LIMIT OF STEREO COVERAGE

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BRUSH

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GRASS

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DITCH

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LIMITS OF DISTURBANCE

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TRAV PT:SPIKE

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PT#=208

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BUILDUP OF DEBRIS

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(2) 48"

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TOP HEADWALL=10.34

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INV=4.93

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INV=4.93

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TOP HEADWALL=10.42

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BRUSH

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RECTANGULAR WEIR WALL A SEE SHEET CG522 FOR DETAIL

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LIMITS OF DISTURBANCE

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PPI ADDENDUM 2

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PPI ADDENDUM 3

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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DRAWFORM REVISION: 25 AUGUST 2020

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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OF

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EPROJECT NO.

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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DITCH D GRADING AND DRAINAGE PLAN

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SPR

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KAW

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DLB

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AS NOTED

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DLB

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WATER TOWER

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WATER SURFACE ELEV. 4.01

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LONDON BRIDGE RD

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RD

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OCEANA BLVD

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POTTERS

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1. PCC PAVEMENT WITH UNDERDRAINS. PCC PAVEMENT WITH UNDERDRAINS. 2. STANDARD CULVERT AND HEADWALL(S). SEE DETAIL SHEETS STANDARD CULVERT AND HEADWALL(S). SEE DETAIL SHEETS CG503-CG504. 3. 46' GRADED SHOULDER. 46' GRADED SHOULDER. 4. AIRCRAFT RATED CULVERT AND HEADWALL(S).