RepairTaxiwayPvmt-Phase I Addendum 2 - Plans .pdf

PDF 10 MB Posted

Attached to
Repair Taxiway Pavements Naval Air Station Oceana, Virginia Beach, VA
Solicitation number
N4008524R2510
Issued by

About this file

Written by GovTribe AI ·

This solicitation is for repair of taxiway pavements at Naval Air Station Oceana in Virginia Beach, Virginia. The work includes full-depth replacement of all existing asphalt concrete and Portland cement concrete with new homogeneous Portland cement concrete pavement for Taxiways Alpha, a small portion of Bravo, the infield area bound by Alpha, Bravo, and the Transition, a portion of Papa and associated ladder taxiways and connections near fuel pits and the aprons. The project also includes improvements to the stormwater system. The solicitation was issued by the Department of the Navy Naval Facilities Engineering Command for repair work at Naval Air Station Oceana.

View the file

Other files

File Type Posted
24R2510 Amendment 0007.pdf PDF
Phase 2 Plans Amendment 6.pdf PDF
Permit Record of Decision Form Amend 0006.pdf PDF
24R2510 Amendment 0006.pdf PDF
Section 03 45 33.pdf PDF
Phase 1 Plans Amendment 6.pdf PDF
Attachment G - Individual Small Business Subcontracting Plan R1.docx DOCX document
Phase 1 Plans Amendment 5.pdf PDF
Spec 33 82 00.pdf PDF
24R2510 Amendment 0005.pdf PDF
Permit Record of Decision Form.pdf PDF
Phase 2 Plans Amendment 5.pdf PDF
Specification 01 45 00.00 20.pdf PDF
Price Proposal REVISED.docx DOCX document
Specification 33 40 00.pdf PDF
Specification 01 45 35.pdf PDF
Phase 1 Plans.pdf PDF
24R2510 Amendment 0004.pdf PDF
Phase 2 Plans.pdf PDF
05_Phase_1_Plans_Amendment_3.pdf PDF
Amendment 0003.pdf PDF
02_Radios_for_Flight_Line (1).pdf PDF
04_Spec_01_14_00.pdf PDF
03_Phase_2_Sheet_Index.pdf PDF
06_Phase_2_Plans_Addendum_3.pdf PDF
33 01 30.16.pdf PDF
Price Schedule REV 1.docx DOCX document
00 01 15.pdf PDF
01 58 00 NAVFAC Project_Sign_Details.pdf PDF
01 20 00 First Page.pdf PDF
Oceana Test Hole Reports Complete 20NOV2023.pdf PDF
Oceana Historical GW Depth Elev Plot 2018.png PNG image
RepairTaxiwayPvmt-Phase II-Addendum2 Plans.pdf PDF
NASO Taxiway Repair Project Timber Appraisal.pdf PDF
Analytical Test Results and Location Plan.pdf PDF
PROJECT TOC 23-0109.pdf PDF
24R2510 Amendment 0002.pdf PDF
NASO Taxiway Repair Project MFR.pdf PDF
01 33 00 Appendix A Submittal Register.pdf PDF
Repair Taxiway Pavement Site Visit Log.jpeg JPEG file
24R2510 Amendment 0001.pdf PDF
RM10-9145 Repair Taxiway Pavements Specifications.pdf PDF
Attachment G - Individual Small Business Subcontracting Plan.doc DOC document
02-Phase I Electrical Drawings.pdf PDF
03-Phase II Civil Drawings Part I.pdf PDF
04-Phase II Electrical Drawings.pdf PDF
RFP 24R2510.pdf PDF
Attachment K - SECNAV 5512.pdf PDF
Attachment D - Historical Small Business Utilization.docx DOCX document
03-Phase II Civil Drawings Part II.pdf PDF
Show 40 more

Latest 50 of 59 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

GENERAL NOTES ABBREVIATIONS LEGEND

G-005

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S

TE

M S

C O

M M

A N

D

RE

PA

IR

T

AX

IW

AY

P

AV

EM

EN

TS

: P

HA

SE

I

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.

AutoCAD SHX Text

%%UEXISTING

AutoCAD SHX Text

%%UNEW

AutoCAD SHX Text

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

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

DEMOLISH AREA

AutoCAD SHX Text

DEMOLISH LINEAR

AutoCAD SHX Text

SAWCUT

AutoCAD SHX Text

REMOVE ITEM

AutoCAD SHX Text

PROJECT LIMITS

AutoCAD SHX Text

CONSTRUCTION ENTRANCE

AutoCAD SHX Text

INLET PROTECTION

AutoCAD SHX Text

CULVERT INLET PROTECTION

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text

OUTLET PROTECTION

AutoCAD SHX Text

TREE PROTECTION

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

POST

AutoCAD SHX Text

TREE

AutoCAD SHX Text

SHRUB

AutoCAD SHX Text

CONTOUR

AutoCAD SHX Text

STORM DRAIN LINE

AutoCAD SHX Text

SPOT ELEVATION

AutoCAD SHX Text

STORM ROOF DRAIN LINE

AutoCAD SHX Text

STORM DRAIN MANHOLE

AutoCAD SHX Text

FLARED END SECTION

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text

SANITARY SEWER CLEANOUT

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

BENDS

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BENCHMARK

AutoCAD SHX Text

UNDERGROUND COMMUNICATION

AutoCAD SHX Text

STEAM LINE

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

UNKNOWN UTILITY LINE

AutoCAD SHX Text

END OF INFORMATION

AutoCAD SHX Text

SOIL BORING

AutoCAD SHX Text 15.0

AutoCAD SHX Text W

AutoCAD SHX Text

SD

AutoCAD SHX Text

EOI

AutoCAD SHX Text

UNKNOWN UTILITY

AutoCAD SHX Text

EUE

AutoCAD SHX Text

EUC

AutoCAD SHX Text

EW

AutoCAD SHX Text

ESTM

AutoCAD SHX Text

ES

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

ENDWALL

AutoCAD SHX Text D

AutoCAD SHX Text 7.5

AutoCAD SHX Text

PCC TAXIWAY PAVEMENT

AutoCAD SHX Text

PCC OVERLAY

AutoCAD SHX Text

CONCRETE CAP

AutoCAD SHX Text

PCC SHOULDER

AutoCAD SHX Text

PAVED SHOULDER

AutoCAD SHX Text

SERVICE ROAD

AutoCAD SHX Text

LIMITS OF DITCH CLEARING, GRUBBING, AND GRADING

AutoCAD SHX Text

AutoCAD SHX Text

PPI ADDENDUM 2

AutoCAD SHX Text 2/9/24

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 25 AUGUST 2020

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

AutoCAD SHX Text

EPROJECT NO.

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text

GENERAL NOTES, LEGEND & ABBREVIATIONS

AutoCAD SHX Text

KJY

AutoCAD SHX Text

KAW

AutoCAD SHX Text

DLB

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text 12889482

AutoCAD SHX Text

AutoCAD SHX Text

DLB

AutoCAD SHX Text

MIDLANT DC CORE

AutoCAD SHX Text

NAVAL STATION - NORFOLK, VA

AutoCAD SHX Text

NAVAL AIR STATION OCEANA

AutoCAD SHX Text

VIRGINIA BEACH, VIRGINIA

AutoCAD SHX Text

APPROVE BY LCDR KYLE STRAUSBAUGH

AutoCAD SHX Text

PWD OCEANA FEAD DIRECTOR

AutoCAD SHX Text

VIA EMAIL

AutoCAD SHX Text 08/23/2023

AutoCAD SHX Text

CC/SPR

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1635836

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TAXIWAY ALPHA

RUNWAY 5R-23L

TOW WAY

N

DITCH D

WORK PACKAGE "T1"

WORK PACKAGE "A"

WORK PACKAGE "A"

CD102

GRAPHIC SCALE

M

AT

CH

LI

NE

S

HE

ET

C D1

, S

TA

M

AT

CH

LI

NE

S

HE

ET

C D1

, S

TA

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S

TE

M S

C O

M M

A N

D

RE

PA

IR

T

AX

IW

AY

P

AV

EM

EN

TS

: P

HA

SE

I

DEMOLITION NOTES

KEY PLAN

GENERAL SHEET NOTES

N

AutoCAD SHX Text

AMBER/WHITE

AutoCAD SHX Text (O)

AutoCAD SHX Text (O)

AutoCAD SHX Text (O)

AutoCAD SHX Text (O)

AutoCAD SHX Text (O)

AutoCAD SHX Text (O)

AutoCAD SHX Text (O)

AutoCAD SHX Text (O)

AutoCAD SHX Text (O)

AutoCAD SHX Text (O)

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

EMH RIM=13.63

AutoCAD SHX Text E

AutoCAD SHX Text

EMH RIM=13.61

AutoCAD SHX Text A#305562 H#902

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

SIGN

AutoCAD SHX Text "1/11"

AutoCAD SHX Text

"YELLOW BALL"

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

LT.

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

CONC. SHOULDER

AutoCAD SHX Text

WIND SOCK

AutoCAD SHX Text

METAL LIDS

AutoCAD SHX Text

EMH RIM=17.22

AutoCAD SHX Text E

AutoCAD SHX Text

ASPH. PVMT.PVMT.

AutoCAD SHX Text

SOLAR PANEL

AutoCAD SHX Text

ARRESTING GEAR

AutoCAD SHX Text

CONC WALLS ON CONC BASE W/ ELEC. PED.

AutoCAD SHX Text

CONC WALLS ON CONC BASE W/ ELEC. PED.

AutoCAD SHX Text

"METAL H.E.R.O.SET WHEN FLASHING" ON SOLAR PANEL

AutoCAD SHX Text

"WARNING RADIO FREQUENCY HAZARD SECURE ALL RADIOS AND CELL PHONES"

AutoCAD SHX Text

" " SIGN

AutoCAD SHX Text

DBL. YELLOW

AutoCAD SHX Text

DBL. YELLOW

AutoCAD SHX Text

YELLOW

AutoCAD SHX Text

CONC. PAD

AutoCAD SHX Text E

AutoCAD SHX Text

WAVE-OFF LT

AutoCAD SHX Text E

AutoCAD SHX Text

POST W/ SOLAR PANEL/EJB

AutoCAD SHX Text

VERTICAL CONDUIT

AutoCAD SHX Text

WAVE OFF LIGHT BASE

AutoCAD SHX Text

IFLOLS CALIBRATION PADS

AutoCAD SHX Text D.I. (C9-6)

AutoCAD SHX Text D.I. (C9-5)

AutoCAD SHX Text D.I. (C9-4)

AutoCAD SHX Text D.I. (C8-11)

AutoCAD SHX Text

27"CONC-PL

AutoCAD SHX Text

22"CONC-PL

AutoCAD SHX Text

17"CONC-PL

AutoCAD SHX Text

15"CMP

AutoCAD SHX Text

INV=12.34

AutoCAD SHX Text

INV=12.34

AutoCAD SHX Text

INV=10.53

AutoCAD SHX Text

INV=9.47

AutoCAD SHX Text

TOP HEADWALL EL=13.24

AutoCAD SHX Text

TOP HEADWALL EL=12.91

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

WM

AutoCAD SHX Text

EOI

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

RUNWAY AIMING POINT MARKINGS (TYP)

AutoCAD SHX Text

RUNWAY EDGE MARKING (TYP)

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT ROADWAY

AutoCAD SHX Text

RUNWAY TOUCHDOWN ZONE MARKINGS (TYP)

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

RUNWAY CENTERLINE MARKING (TYP)

AutoCAD SHX Text

24"CONC

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

DBL. YELLOW

AutoCAD SHX Text

TAXIWAY CENTERLINE MARKING (TYP)

AutoCAD SHX Text

TAXIWAY EDGE MARKING (TYP)

AutoCAD SHX Text

LIMITS OF DITCH CLEARING, GRUBBING AND GRADING

AutoCAD SHX Text

AutoCAD SHX Text

PPI ADDENDUM 2

AutoCAD SHX Text 2/9/24

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 25 AUGUST 2020

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

AutoCAD SHX Text

EPROJECT NO.

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text 100'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=50'

AutoCAD SHX Text 50'

AutoCAD SHX Text

TAXIWAY ALPHA EXISTING CONDITIONS AND DEMOLITION PLAN

AutoCAD SHX Text

SPR

AutoCAD SHX Text

KAW

AutoCAD SHX Text

DLB

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text 12889547

AutoCAD SHX Text

AutoCAD SHX Text

DLB

AutoCAD SHX Text

MIDLANT DC CORE

AutoCAD SHX Text

NAVAL STATION - NORFOLK, VA

AutoCAD SHX Text

NAVAL AIR STATION OCEANA

AutoCAD SHX Text

VIRGINIA BEACH, VIRGINIA

AutoCAD SHX Text

APPROVE BY LCDR KYLE STRAUSBAUGH

AutoCAD SHX Text

PWD OCEANA FEAD DIRECTOR

AutoCAD SHX Text

VIA EMAIL

AutoCAD SHX Text 08/23/2023

AutoCAD SHX Text

CC/SPR

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1635836

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LONDON BRIDGE RD

AutoCAD SHX Text

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

AutoCAD SHX Text

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.

TOW WAY

N

DITCH D

WORK PACKAGE "T1"

WORK PACKAGE "A"

WORK PACKAGE "A"

CS102

KEY PLAN

GRAPHIC SCALE

N

M

AT

CH

LI

NE

S

HE

ET

C S1

, S

TA

M

AT

CH

LI

NE

S

HE

ET

C S1

, S

TA

GENERAL SHEET NOTES

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S

TE

M S

C O

M M

A N

D

RE

PA

IR

T

AX

IW

AY

P

AV

EM

EN

TS

: P

HA

SE

I

NEW WORK KEYNOTES

LEGEND

AutoCAD SHX Text

AMBER/WHITE

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

EMH RIM=13.63

AutoCAD SHX Text E

AutoCAD SHX Text

EMH RIM=13.61

AutoCAD SHX Text A#305562 H#902

AutoCAD SHX Text

SIGN

AutoCAD SHX Text "1/11"

AutoCAD SHX Text

"YELLOW BALL"

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

LT.

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

EMH RIM=17.22

AutoCAD SHX Text E

AutoCAD SHX Text

"METAL H.E.R.O.SET WHEN FLASHING" ON SOLAR PANEL

AutoCAD SHX Text

"WARNING RADIO FREQUENCY HAZARD SECURE ALL RADIOS AND CELL PHONES"

AutoCAD SHX Text

" " SIGN

AutoCAD SHX Text

DBL. YELLOW

AutoCAD SHX Text

DBL. YELLOW

AutoCAD SHX Text

YELLOW

AutoCAD SHX Text E

AutoCAD SHX Text

WAVE-OFF LT

AutoCAD SHX Text E

AutoCAD SHX Text

WAVE OFF LIGHT BASE

AutoCAD SHX Text

IFLOLS CALIBRATION PADS

AutoCAD SHX Text

WM

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

TW ALPHA CONSTRUCTION

AutoCAD SHX Text

ALIGNMENT TOW WAY

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text

ALPHA SERVICE ROAD

AutoCAD SHX Text

ALIGNMENT RW 5R 23L

AutoCAD SHX Text

AutoCAD SHX Text

PPI ADDENDUM 2

AutoCAD SHX Text 2/9/24

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 25 AUGUST 2020

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

AutoCAD SHX Text

EPROJECT NO.

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text 100'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=50'

AutoCAD SHX Text 50'

AutoCAD SHX Text

TAXIWAY ALPHA SITE LAYOUT PLAN

AutoCAD SHX Text

KJY

AutoCAD SHX Text

SMT

AutoCAD SHX Text

DLB

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 12889558

AutoCAD SHX Text

AutoCAD SHX Text

DLB

AutoCAD SHX Text

WATER TOWER

AutoCAD SHX Text

WATER SURFACE ELEV. 4.01

AutoCAD SHX Text

LONDON BRIDGE RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

OCEANA BLVD

AutoCAD SHX Text

POTTERS

AutoCAD SHX Text

1. SEE SHEETS GC108 - GC110 FOR TYPICAL SECTIONS SEE SHEETS GC108 - GC110 FOR TYPICAL SECTIONS 2. SEE SHEETS CG100 - CG106 FOR SITE GRADING SEE SHEETS CG100 - CG106 FOR SITE GRADING 3. SEE SHEETS CP101 - CP112 FOR PAVEMENT JOINTING PLAN SEE SHEETS CP101 - CP112 FOR PAVEMENT JOINTING PLAN 4. SEE SHEETS ES101 - ES106 FOR SITE LIGHTING AND ELECTRICAL SEE SHEETS ES101 - ES106 FOR SITE LIGHTING AND ELECTRICAL SITE PLAN 5. SEE SHEETS CL101 - CL102 FOR ALIGNMENT DATA SEE SHEETS CL101 - CL102 FOR ALIGNMENT DATA 6. SEE SHEETS B001 - B107 FOR SOIL BORING AND PAVEMENT SEE SHEETS B001 - B107 FOR SOIL BORING AND PAVEMENT CORES 7. SEE SHEETS CM101 - CM106 FOR PAVEMENT MARKING PLAN SEE SHEETS CM101 - CM106 FOR PAVEMENT MARKING PLAN 8. SEE SHEETS ES801 - ES806 FOR SIGNS PLANSEE SHEETS ES801 - ES806 FOR SIGNS PLAN

AutoCAD SHX Text

MIDLANT DC CORE

AutoCAD SHX Text

NAVAL STATION - NORFOLK, VA

AutoCAD SHX Text

NAVAL AIR STATION OCEANA

AutoCAD SHX Text

VIRGINIA BEACH, VIRGINIA

AutoCAD SHX Text

APPROVE BY LCDR KYLE STRAUSBAUGH

AutoCAD SHX Text

PWD OCEANA FEAD DIRECTOR

AutoCAD SHX Text

VIA EMAIL

AutoCAD SHX Text 08/23/2023

AutoCAD SHX Text

CC/SPR

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1635836

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1. 75' PCC PAVEMENT. 75' PCC PAVEMENT. 2. 4' WIDE 8" DEEP PCC PAVED SHOULDER. 4' WIDE 8" DEEP PCC PAVED SHOULDER. 3. 46' GRADED SHOULDER. 46' GRADED SHOULDER. 4. TEMPORARY SERVICE ROAD. TEMPORARY SERVICE ROAD. 5. NAVIGATIONAL SIGN, SEE SHEETS CM101 SERIES AND ELECTRICAL NAVIGATIONAL SIGN, SEE SHEETS CM101 SERIES AND ELECTRICAL SHEETS ES101 SERIES. 6. 4' WIDE 14" DEEP PCC PAVED SHOULDER (SELECT FILLET AREAS 4' WIDE 14" DEEP PCC PAVED SHOULDER (SELECT FILLET AREAS AND LADDER TAXIWAYS). 7. REPAIR EXISTING DITCH, RETURN TO ORIGINAL LINE AND GRADE. REPAIR EXISTING DITCH, RETURN TO ORIGINAL LINE AND GRADE. ALL WORK ASSOCIATED WITH THE DITCHES SHALL BE INCLUDED AS AN OPTION. 8. ASPHALT WITHIN FUEL PIT AREAS SHALL BE FUEL RESISTANT. ASPHALT WITHIN FUEL PIT AREAS SHALL BE FUEL RESISTANT. 9. ALL WORK ASSOCIATED WITH THE PAVING OF THIS AREA WITH ALL WORK ASSOCIATED WITH THE PAVING OF THIS AREA WITH FUEL RESISTANT ASPHALT SHALL BE INCLUDED AS AN OPTION.

AutoCAD SHX Text

PCC TAXIWAY PAVEMENT (SEE GC111 - CG114)

AutoCAD SHX Text

RIGID CONCRETE PAVEMENT PATCH (SEE CG114 A3)

AutoCAD SHX Text

CONCRETE CAP

AutoCAD SHX Text

PCC SHOULDER (SEE GC111 - CG-114)

AutoCAD SHX Text

SERVICE ROAD (SEE GC114 A1)

AutoCAD SHX Text

GRAVEL ACCESS PATH (SEE GC114 B1)

AutoCAD SHX Text

AC PAVEMENT PATCH (SEE CG114 A4)

AutoCAD SHX Text

2" MINIMUM OVERLAY WITH FUEL RESISTANT ASPHALT

X

N

DITCH D

N

DITCH D

N

DITCH D

CG100

NEW WORK KEYNOTES

KEY PLAN

GENERAL SHEET NOTES

GRAPHIC SCALE

N

M

AT

CH

LI

NE

'A

' T

HI

S

SH

EE

T

M

AT

CH

LI

NE

S

HE

ET

C G

M

AT

CH

LI

NE

'A

' T

HI

S

SH

EE

T

M

AT

CH

LI

NE

'B

' T

HI

S

SH

EE

T

M

AT

CH

LI

NE

'B

' T

HI

S

SH

EE

T

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S

TE

M S

C O

M M

A N

D

RE

PA

IR

T

AX

IW

AY

P

AV

EM

EN

TS

: P

HA

SE

I

AutoCAD SHX Text

CL

AutoCAD SHX Text

PT#=205

AutoCAD SHX Text

PT#=206

AutoCAD SHX Text

PT#=207

AutoCAD SHX Text 12.8

AutoCAD SHX Text

EHH

AutoCAD SHX Text

EHH

AutoCAD SHX Text

EHH

AutoCAD SHX Text

SHIPPING CONTAINER

AutoCAD SHX Text

SHIPPING CONTAINER

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text Gate

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

APPROX.

AutoCAD SHX Text

APPROX.

AutoCAD SHX Text

APPROX.

AutoCAD SHX Text

APPROX.

AutoCAD SHX Text

APPROX.

AutoCAD SHX Text

48"CONC

AutoCAD SHX Text

36"CPP

AutoCAD SHX Text

INV=5.33

AutoCAD SHX Text

INV=5.47

AutoCAD SHX Text

TOP CONC=10.67

AutoCAD SHX Text

TOP CONC=10.90

AutoCAD SHX Text

TOP CONC=12.31

AutoCAD SHX Text

TOP CONC=12.25

AutoCAD SHX Text

INV=5.36

AutoCAD SHX Text

INV=5.27

AutoCAD SHX Text

INV=5.11

AutoCAD SHX Text

INV=4.95

AutoCAD SHX Text

36"CPP

AutoCAD SHX Text

ELEC. VAULT

AutoCAD SHX Text

MAGAZINE ROAD

AutoCAD SHX Text

CB

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

ASPHALT ROADWAY

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

ROADWAY

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

WEAPONS RD

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

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

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text 74167

AutoCAD SHX Text 5.8

AutoCAD SHX Text bd

AutoCAD SHX Text 74169

AutoCAD SHX Text 5.4

AutoCAD SHX Text bd

AutoCAD SHX Text 74168

AutoCAD SHX Text 5.08

AutoCAD SHX Text 74166

AutoCAD SHX Text 10.2

AutoCAD SHX Text tb

AutoCAD SHX Text 74170

AutoCAD SHX Text 11.2

AutoCAD SHX Text tb

AutoCAD SHX Text

SOIL STOCKPILE

AutoCAD SHX Text

APPROX.

AutoCAD SHX Text

LIMIT OF STEREO COVERAGE

AutoCAD SHX Text

APPROX.

AutoCAD SHX Text

APPROX.

AutoCAD SHX Text

APPROX.

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text

AutoCAD SHX Text 12.78

AutoCAD SHX Text

TRAV PT:SPIKE

AutoCAD SHX Text

PT#=208

AutoCAD SHX Text

BUILDUP OF DEBRIS

AutoCAD SHX Text

(2) 48"

AutoCAD SHX Text

TOP HEADWALL=10.34

AutoCAD SHX Text

INV=4.93

AutoCAD SHX Text

INV=4.93

AutoCAD SHX Text

TOP HEADWALL=10.42

AutoCAD SHX Text

BRUSH

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

RECTANGULAR WEIR WALL A SEE SHEET CG522 FOR DETAIL

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text

AutoCAD SHX Text

PPI ADDENDUM 2

AutoCAD SHX Text 2/9/24

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 25 AUGUST 2020

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

AutoCAD SHX Text

EPROJECT NO.

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text 100'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=50'

AutoCAD SHX Text 50'

AutoCAD SHX Text

DITCH D GRADING AND DRAINAGE PLAN

AutoCAD SHX Text

SPR

AutoCAD SHX Text

KAW

AutoCAD SHX Text

DLB

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text 12889632

AutoCAD SHX Text

AutoCAD SHX Text

DLB

AutoCAD SHX Text

WATER TOWER

AutoCAD SHX Text

WATER SURFACE ELEV. 4.01

AutoCAD SHX Text

LONDON BRIDGE RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

OCEANA BLVD

AutoCAD SHX Text

POTTERS

AutoCAD SHX Text

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). SEE DETAIL SHEETS AIRCRAFT RATED CULVERT AND HEADWALL(S). SEE DETAIL SHEETS CG503-CG504. 5. REGRADE SHOULDER AND INFIELDS. REGRADE SHOULDER AND INFIELDS. 6. REGRADE/REPAIR (AC) SERVICE ROAD. REGRADE/REPAIR (AC) SERVICE ROAD. 7. STORM DROP INLET. SEE PROJECT SPECIFICATIONS FOR STORM DROP INLET. SEE PROJECT SPECIFICATIONS FOR STRUCTURE DESIGN CRITERIA. 8. STORM PIPE. ALL PIPE MUST BE CLASS 5 UNLESS OTHERWISE STORM PIPE. ALL PIPE MUST BE CLASS 5 UNLESS OTHERWISE NOTED. 9. CONNECT EXISTING UNDERDRAIN PIPE TO NEW STRUCTURE WITH CONNECT EXISTING UNDERDRAIN PIPE TO NEW STRUCTURE WITH 6-INCH UNDERDRAIN PIPE. POSITIVE SLOPE IS TO BE MAINTAINED. 10. APPLY PERMANENT SEEDING MIXTURE. APPLY PERMANENT SEEDING MIXTURE. 11. TRAPEZOIDAL DITCH, SEE DETAIL C1, SHEET CG501 TRAPEZOIDAL DITCH, SEE DETAIL C1, SHEET CG501 12. V-DITCH, SEE DETAIL D1, SHEET CG501 V-DITCH, SEE DETAIL D1, SHEET CG501 13. REMOVED IDLE PAVEMENT AREA. REGRADE TO DRAIN. REMOVED IDLE PAVEMENT AREA. REGRADE TO DRAIN. 14. 6-INCH PVC UNDERDRAIN. MINIMUM 0.5% POSITIVE SLOPE TO BE 6-INCH PVC UNDERDRAIN. MINIMUM 0.5% POSITIVE SLOPE TO BE MAINTAINED. 15. VDOT EW-12. SEE SHEET CG505 FOR DETAIL VDOT EW-12. SEE SHEET CG505 FOR DETAIL 16. PHASE SEPERATION GRADING LIMITS. CONTRACTOR TO MATCH PHASE SEPERATION GRADING LIMITS. CONTRACTOR TO MATCH EXISTING AND ENSURE POSITIVE DRAINAGE TO INLET.

AutoCAD SHX Text

1. SEE SHEETS CG201-CG215 FOR STORM PROFILES. SEE SHEETS CG201-CG215 FOR STORM PROFILES. 2. SEE SHEETS CG216-CG222 FOR DITCH PROFILES SEE SHEETS CG216-CG222 FOR DITCH PROFILES 3. SEE SHEETS CG501-CG522 FOR STORM DETAILS SEE SHEETS CG501-CG522 FOR STORM DETAILS 4. THE MINIMUM SLOPE OF THE UNDERDRAINS SHALL BE 0.5%. THE MINIMUM SLOPE OF THE UNDERDRAINS SHALL BE 0.5%. THIS SLOPE MAY BE INCREASED TO AVOID CONFLICTS. THE UNDERDRAINS SHALL DISCHARGE INTO THE DOWNSTREAM STRUCTURE WITH A MINIMUM 6-INCH SEPARATION BETWEEN THE INVERT OF THE STRUCTURE AND INVERT OF THE PIPE. 5. A MINIMUM OF 2 FEET OF COVER SHOULD BE MAINTAINED A MINIMUM OF 2 FEET OF COVER SHOULD BE MAINTAINED OVER THE UNDERDRAINS AT ALL TIMES.

AutoCAD SHX Text

MIDLANT DC CORE

AutoCAD SHX Text

NAVAL STATION - NORFOLK, VA

AutoCAD SHX Text

NAVAL AIR STATION OCEANA

AutoCAD SHX Text

VIRGINIA BEACH, VIRGINIA

AutoCAD SHX Text

APPROVE BY LCDR KYLE STRAUSBAUGH

AutoCAD SHX Text

PWD OCEANA FEAD DIRECTOR

AutoCAD SHX Text

VIA EMAIL

AutoCAD SHX Text 08/23/2023

AutoCAD SHX Text

CC/SPR

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1635836

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TA

XI

W

AY

A

TAXIWAY ALPHA

RUNWAY 5R-23L

TOW WAY

N

DITCH D

DITCH D

MAGAZINE RD

CG101

NEW WORK KEYNOTES

KEY PLAN

GENERAL SHEET NOTES

GRAPHIC SCALE

N

M

AT

CH

LI

NE

S

HE

ET

C G

2, S

TA

M

AT

CH

LI

NE

S

HE

ET

C G

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S

TE

M S

C O

M M

A N

D

RE

PA

IR

T

AX

IW

AY

P

AV

EM

EN

TS

: P

HA

SE

I

AutoCAD SHX Text (N)

AutoCAD SHX Text (N)

AutoCAD SHX Text (N)

AutoCAD SHX Text (N)

AutoCAD SHX Text (N)

AutoCAD SHX Text (O)

AutoCAD SHX…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .