Phase 1 Plans Amendment 5.pdf

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

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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 and replacement work at the specified taxiways and surrounding areas at Naval Air Station Oceana in Virginia Beach, Virginia.

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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
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
RepairTaxiwayPvmt-Phase I Addendum 2 - Plans .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
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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). 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 CG520 TRAPEZOIDAL DITCH, SEE DETAIL C1, SHEET CG520 12. V-DITCH, SEE DETAIL D1, SHEET CG520 V-DITCH, SEE DETAIL D1, SHEET CG520 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. 17. SINGLE UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS. SINGLE UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS. 18. DUAL UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS.DUAL UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS.

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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.

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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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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). 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 CG520 TRAPEZOIDAL DITCH, SEE DETAIL C1, SHEET CG520 12. V-DITCH, SEE DETAIL D1, SHEET CG520 V-DITCH, SEE DETAIL D1, SHEET CG520 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. 17. SINGLE UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS. SINGLE UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS. 18. DUAL UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS.DUAL UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS.

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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.

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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

AutoCAD SHX Text 08/23/2023

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CC/SPR

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EJA

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TAXIWAY ALPHA

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AMBER/WHITE

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EMH RIM=13.63

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EMH RIM=13.61

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SIGN

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"YELLOW BALL"

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LT.

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CONC. SHOULDER

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WIND SOCK

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METAL LIDS

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EMH RIM=17.22

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ASPH. PVMT.PVMT.

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SOLAR PANEL

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ARRESTING GEAR

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CONC WALLS ON CONC BASE W/ ELEC. PED.

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

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

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" " SIGN

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PT#=1026

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CONC. PAD

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WAVE-OFF LT

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BOR #A-SPBOR,T-002

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BOR #A-SPBOR,T-003

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BOR #A-CBOR,P-003

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POST W/ SOLAR PANEL/EJB

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VERTICAL CONDUIT

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WAVE OFF LIGHT BASE

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IFLOLS CALIBRATION PADS

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15"CMP

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INV=12.34

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INV=12.34

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INV=10.53

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INV=9.47

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TOP HEADWALL EL=13.24

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TOP HEADWALL EL=12.91

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EOI

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EOI

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EOI

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EOI

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WM

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ASPHALT

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ASPHALT ROADWAY

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GRASS

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RUNWAY CENTERLINE MARKING (TYP)

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24"CONC

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CONC.

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ASPHALT

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DBL. YELLOW

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TAXIWAY CENTERLINE MARKING (TYP)

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TAXIWAY EDGE MARKING (TYP)

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30" RCP

AutoCAD SHX Text CULVERT CB C9-6 TO HW C9-10 415'-72" X 36" BOX CULVERT REQ. (5.0' COVER) (28° SKEW)INV(IN)=9.05 INV(OUT)=8.65 AIRCRAFT RATED STD. BCS-DT, BCS-05, BCW-22 2 STD. TYPE 2 WING REQ. 9 CY STD. EC-1 CLASS A1 REQ. TYPE A INSTALL 270 CY MINOR STRUCTURE EXCAVATION

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TW ALPHA CONSTRUCTION

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LIMITS OF DISTURBANCE

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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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PPI ADDENDUM 5

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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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APPR

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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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TAXIWAY ALPHA 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). 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 CG520 TRAPEZOIDAL DITCH, SEE DETAIL C1, SHEET CG520 12. V-DITCH, SEE DETAIL D1, SHEET CG520 V-DITCH, SEE DETAIL D1, SHEET CG520 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. 17. SINGLE UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS. SINGLE UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS. 18. DUAL UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS.DUAL UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS.

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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.

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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

AutoCAD SHX Text 08/23/2023

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CC/SPR

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EJA

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DSN

AutoCAD SHX Text 1635836

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CG103

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(6)FLUSH ADB

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"HELICOPTER PAD 1"

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GRASS

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"SPOT1"

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"ORD"

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"ORD"

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WAVE-OFF LT

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DOUBLE LED HOLD LINE LIGHT

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6" YELLOW

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11" RED STRIPE

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CONC. PVMT. JOINT

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WHITE

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CONC. SHOULDER

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

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

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11" RED STRIPE

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CONC. PVMT. JOINT

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" " SIGN

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PT#=1021

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PT#=1022

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PT#=1023

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PT#=32312

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UNK. FLUSH

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UNK. FLUSH

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DBL. YELLOW

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DBL. YELLOW

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YELLOW

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3' WHITE W/ 1' BLACK STRIPING AT BOTH EDGES

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BOR #A-SPBOR,T-004

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BOR #A-CBOR,P-004

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BOR #A-SPBOR,T-004

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BOR #A-PLBOR,T-01

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BOR #A-CBOR,P-005

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BOR #A-SPBOR,T-005

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POST W/ SOLAR PANEL/EJB

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WAVE OFF LIGHT BASE

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(3)36" CONC

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INV=8.93

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INV=8.99

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INV=9.23

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INV=9.28

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INV=9.07

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INV=8.89

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TOP HEADWALL EL=13.18

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TOP HEADWALL EL=13.30

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INV=9.12 30"PLASTIC

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TOP HEADWALL EL=13.2

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BLUE

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RIM = 14.05

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INV. 6" (SE) = 11.83

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INV. 6" (SW) = 11.78

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INV. 6" (NW) = 12.15

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INV. 18" (NE) = 11.15

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GRASS

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HELIPORT MARKINGS

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TAXIWAY EDGE MARKING (TYP)

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ASPHALT

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GRASS

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GRASS

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ASPHALT

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HOLD LINES

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DBL. YELLOW

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MATCH EXISTING

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MATCH EXISTING

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MATCH EXISTING AT DUCT BANK

AutoCAD SHX Text CULVERT HW C8-3 TO HW C8-2 267'-60" X 60" BOX CULVERT REQ. (5.0' COVER) (0° SKEW)INV(IN)=9.50 INV(OUT)=9.23 AIRCRAFT RATED STD. BCS-DT, BCS-05, BCW-21 4 STD. TYPE 1 WING REQ. (2) 25 CY STD. EC-1 CLASS A1 REQ. TYPE A INSTALL 470 CY MINOR STRUCTURE EXCAVATION

AutoCAD SHX Text CULVERT CB C8-6 TO HW C8-9 419'-72" X 36" BOX CULVERT REQ. (5.0' COVER) (30° SKEW), INV(IN)=10.45 INV(OUT)=10.00, AIRCRAFT RATEDSTD. BCS-DT, BCS-05, BCW-22, 2 STD. TYPE 2 WING REQ., 9 CY STD. EC-1 CLASS A1 REQ. TYPE A INSTALL 1070 CY MINOR STRUCTURE EXCAVATION

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TW ALPHA CONSTRUCTION

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TW A2 CONSTRUCTION

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LIMITS OF DISTURBANCE

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LIMITS OF DISTURBANCE

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PPI ADDENDUM 3

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PPI ADDENDUM 5

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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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DESCRIPTION

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DATE

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DRAWFORM REVISION: 25 AUGUST 2020

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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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TAXIWAY ALPHA GRADING AND DRAINAGE PLAN

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DLB

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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). 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 CG520 TRAPEZOIDAL DITCH, SEE DETAIL C1, SHEET CG520 12. V-DITCH, SEE DETAIL D1, SHEET CG520 V-DITCH, SEE DETAIL D1, SHEET CG520 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. 17. SINGLE UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS. SINGLE UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS. 18. DUAL UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS.DUAL UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS.

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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.

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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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EJA

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DSN

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TW ALPHA CONSTRUCTION

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BRUSH

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SIGN BASE

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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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APPR

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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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TAXIWAY ALPHA GRADING AND DRAINAGE PLAN

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SPR

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KAW

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DLB

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AS SHOWN

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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). 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.

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