Phase 1 Plans.pdf

PDF 27 MB Posted

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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 of taxiway pavements and upgrades to supporting infrastructure at the specified military airfield.

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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
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
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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EQUIPMENT MAX HEIGHT ELEVATION CONTOURS, TYP. SEE SHEET GC400

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SILT-FENCE

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SILT-FENCE

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AIRFIELD FENCE LINE. FENCE LINE DELINEATED LIMITS OF AIRFIELD.

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AREA REMOVED FROM USE

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DEPARTMENT OF THE NAVY

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CONCRETE PRODUCTION PLANT LAYOUT - AREA 2

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1. IF "ADDITIONAL LAYDOWN AND STORAGE AREA" IS TO BE USED, IF "ADDITIONAL LAYDOWN AND STORAGE AREA" IS TO BE USED, AN EROSION AND SEDIMENT CONTROL PLAN MUST BE SUBMITTED TO THE CONTRACTING OFFICER. 2. STABILIZE IDLE PAVEMENT AREAS WITHIN 7 DAYS OF REMOVAL STABILIZE IDLE PAVEMENT AREAS WITHIN 7 DAYS OF REMOVAL OF PAVEMENT. SPECIFICATION 32 92 19 FOR SEEDING AND STABILIZATION REQUIREMENTS.

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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. 12. NO LAYDOWN, STORAGE, OR PARKING IS ALLOWED WITHIN 10 NO LAYDOWN, STORAGE, OR PARKING IS ALLOWED WITHIN 10 FEET OF EITHER SIDE OF THE DRAINAGE DITCH.

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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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UB

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ATHLETIC COURT

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ATHLETIC FIELD

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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. IF THESE AREAS ARE USED, CONTRACTOR RESPONSIBLE FOR IF THESE AREAS ARE USED, CONTRACTOR RESPONSIBLE FOR RESTORING THE AREA TO PREVIOUS USE. THAT MAY INCLUDE ESTABLISHING LITTLE LEAGUE BASEBALL FIELDS AND TENNIS COURTS.

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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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GC407

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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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APPROVE BY LCDR KYLE STRAUSBAUGH

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PWD OCEANA FEAD DIRECTOR

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VIA EMAIL

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B-001

EXISTING PAVEMENT NOTES: GROUNDWATER NOTES: BORING LOG GENERAL NOTES:

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FAD

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1. EXISTING PAVEMENT WAS CORED AT SELECT POINTS DURING DESIGN. EXISTING PAVEMENT WAS CORED AT SELECT POINTS DURING DESIGN. PAVEMENT CORE LOCATIONS ARE SHOWN ON THE SURVEY (V-SERIES) DRAWINGS. 2. PAVEMENT TYPE AND THICKNESS PROVIDED ARE ACCURATE ONLY FOR PAVEMENT TYPE AND THICKNESS PROVIDED ARE ACCURATE ONLY FOR THE POINT THE CORE WAS TAKEN AND ARE PROVIDED FOR INFORMATION AND BIDDING PURPOSES. IT IS EXPECTED THAT PAVEMENT THICKNESS AND TYPE WILL VARY BETWEEN CORE LOCATIONS. 3. PAVEMENT CORE SUMMARY TABLE IS PROVIDED BELOW AND PAVEMENT PAVEMENT CORE SUMMARY TABLE IS PROVIDED BELOW AND PAVEMENT CORE LOGS ARE PROVIDED ON SHEETS B-101 - B-107.

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1. THE GROUND WATER DEPTHS INDICATED ON THE EXPLORATION RECORDS THE GROUND WATER DEPTHS INDICATED ON THE EXPLORATION RECORDS ARE STATIC WATER LEVELS NOTED AT THE SPECIFIC TIME OF BORING AND DO NOT REPRESENT THE SEASONAL HIGH AND PERCHED WATER CONDITIONS THAT WILL BE ENCOUNTERED ABOVE AND WITHIN THE NEAR SURFACE COHESIVE SOILS (SOIL CLASSIFICATIONS SC, CL, CH, ML, MH). 2. BASE BIDS ON SEASONAL HIGH AND PERCHED WATER BEING BASE BIDS ON SEASONAL HIGH AND PERCHED WATER BEING ENCOUNTERED WITHIN 3 FEET OF THE GROUND SURFACE. EMPLOY MEASURES AND EQUIPMENT TO EFFECTIVELY DRAIN THE SUBGRADE AND PROMOTE DRYING OF THE SUBGRADE. 3. SO THAT CONSTRUCTION OPERATIONS PROGRESS SUCCESSFULLY, SO THAT CONSTRUCTION OPERATIONS PROGRESS SUCCESSFULLY, COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. ESTABLISH/CONSTRUCT STORM DRAINAGE FEATURES (PONDS/BASINS) AT THE EARLIEST STAGES OF SITE DEVELOPMENT, AND THROUGHOUT CONSTRUCTION GRADE THE CONSTRUCTION AREA TO PROVIDE POSITIVE SURFACE WATER RUNOFF AWAY FROM THE CONSTRUCTION ACTIVITY AND/OR PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WORK MUST BE PERFORMED SO THAT THE SITE, THE AREA IMMEDIATELY SURROUNDING THE SITE AND THE AREA AFFECTING OPERATIONS AT THE SITE SHALL BE CONTINUALLY AND EFFECTIVELY DRAINED. 4. SEASONAL PERCHED WATER CONDITIONS ARE EXPECTED TO BE SEASONAL PERCHED WATER CONDITIONS ARE EXPECTED TO BE ENCOUNTERED DURING EARTHWORK AND EXCAVATION ACTIVITIES.

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1. THE SOIL BORING LOGS/EXPLORATION RECORDS REPRESENT THE THE SOIL BORING LOGS/EXPLORATION RECORDS REPRESENT THE GEOTECHNICAL ENGINEER'S INTERPRETATION OF THE SUBSURFACE CONDITIONS ENCOUNTERED AT THE SPECIFIC BORING LOCATIONS AT THE TIME OF THE FIELD EXPLORATION BASED ON VISUAL EXAMINATION OF THE SOIL SAMPLES OBTAINED AND LABORATORY CLASSIFICATION TESTING PERFORMED ON SELECTED SAMPLES. 2. LINES DESIGNATING THE INTERFACE BETWEEN SOIL STRATA ON THE LINES DESIGNATING THE INTERFACE BETWEEN SOIL STRATA ON THE BORING RECORDS REPRESENT THE APPROXIMATE INTERFACE LOCATION. THE ACTUAL TRANSITION BETWEEN SOIL STRATA MAY BE MORE GRADUAL THAN INDICATED. THE BORING LOGS AND TESTING RECORDS MAY NOT NECESSARILY REPRESENT ALL MATERIAL CHARACTER AND STRATA THICKNESSES OVER THE ENTIRE CONSTRUCTION AREA. 3. WATER LEVELS SHOWN ON THE BORING RECORDS REPRESENT THE WATER LEVELS SHOWN ON THE BORING RECORDS REPRESENT THE CONDITIONS ENCOUNTERED AT THE TIME OF THE FIELD EXPLORATION AND DO NOT NECESSARILY REPRESENT ALL GROUNDWATER CONDITIONS THAT WILL BE ENCOUNTERED DURING CONSTRUCTION. IT IS LIKELY THAT GROUNDWATER LEVELS WILL FLUCTUATE DUE TO SEASONAL VARIATIONS AND OTHER FACTORS. 4. ELEVATIONS SHOWN ON THE BORING RECORDS WERE ESTIMATED USING ELEVATIONS SHOWN ON THE BORING RECORDS WERE ESTIMATED USING SPOT ELEVATIONS AND CONTOUR LINES SHOWN ON THE TOPOGRAPHIC SURVEY OR CIVIL PLANS AND WERE NOT PHYSICALLY SURVEYED. BORING ELEVATIONS SHALL BE CONSIDERED APPROXIMATE. 5. APPROXIMATE BORING LOCATIONS ARE SHOWN ON THE V-SERIES AND APPROXIMATE BORING LOCATIONS ARE SHOWN ON THE V-SERIES AND CS-SERIES DRAWINGS. BORING LOCATIONS (WGS84 LAT/LON) WERE ESTABLISHED USING A HANDHELD GPS RECEIVER HAVING AN ACCURACY OF 10 FEET. BORING LOCATIONS WERE NOT PHYSICALLY SURVEYED. 6. BORINGS WERE ADVANCED USING MUD ROTARY AND/OR AUGERING BORINGS WERE ADVANCED USING MUD ROTARY AND/OR AUGERING METHODS AS NOTED. REFER TO THE BORING LOG LEGEND FOR AN EXPLANATION OF THE SYMBOLS USED.

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MIDLANT DC CORE

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2016 ROAD & BRIDGE STANDARDS

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VDOT DETAIL - DI-7, 7A, 7B - 104.23A1 VDOT DETAIL - ST-1 - 106.09A3

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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Alpha Electrical Site Plan.dwg

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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Alpha Electrical Site Plan.dwg

D1 FIELD ATTACHED PLUG-IN SPLICE FAA TYPE L-823

A1 AIRFIELD LIGHTING DUCT BANK DETAILS TYPICAL ARRANGEMENTS

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E R

IN

G

S Y

S

TE

M S

C O

M M

A N

D

RE

PA

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IW

AY

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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Manhole_Details_Base.dwg

EXIST. HH C256

N

EXIST. HH C258

N

EXIST. HH C257

N

EXIST. HH C259

E-709

GENERAL SHEET NOTES

DUCTBANK CONDUIT LEGEND

TUBE CABLE DETAIL LEGEND

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

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AX

IW

AY

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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Manhole_Details_Base.dwg

EXIST. HH C260

N

EXIST. HH C261

N

EXIST. HH C266

N

EXIST. HH C269

E-710

GENERAL SHEET NOTES

DUCTBANK CONDUIT LEGEND

TUBE CABLE DETAIL LEGEND

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

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SE

K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Manhole_Details_Base.dwg

EXIST. HH C271

N

EXIST. HH C270

N

EXIST. HH C403

N

EXIST. HH C404

E-711

GENERAL SHEET NOTES

DUCTBANK CONDUIT LEGEND

TUBE CABLE DETAIL LEGEND

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

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SE

K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Manhole_Details_Base.dwg

HH C702

N

HH C703

N

HH C700

N

HH C701

E-712

GENERAL SHEET NOTES

DUCTBANK CONDUIT LEGEND

TUBE CABLE DETAIL LEGEND

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

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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Manhole_Details_Base.dwg

KEYNOTES

E-901

D1 TYPICAL FUEL PIT FLOOD LIGHTS D2 TYPICAL FUEL PIT FLOOD LIGHTS D3 TYPICAL FUEL PIT CONTROL STAND - FRONT

C1 TYPICAL FUEL PIT CONTROL STAND -REARC2 ELECTRICAL EQUIPMENT STAND #1 C3 ELECTRICAL EQUIPMENT STAND #1

A1 RECTIFIER LOCATION A2 ELECTRICAL EQUIPMENT STAND #2 A3 ELECTRICAL EQUIPMENT STAND #3

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

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I

A4 FUEL PIT VAULTS

K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\E-901 TAXIWAY ALPHA PHOTO SHEET_Base.dwg

GC 402,404,407
GC402 CONCRETE PRODUCTION PLANT LAYOUT - AREA 2
GC404 STOCKPILE AND LAYDOWN AREA - AREA 4 & 5
GC407 STOCKPILE AND LAYDOWN AREA - AREA 1 LAYOUT CHART
1635836_ES_Notes-E-006_Ph1
E-006
1635836_ED_Alpha Demolition Plan-ED121
ED121
1635836_ED_Alpha Demolition Plan-ED122
ED122
1635836_ED_Alpha Demolition Plan-ED123
ED123
1635836_ED_Alpha Demolition Plan-ED124
ED124
1635836_ED_Alpha Demolition Plan-ED125
ED125
1635836_ED_Alpha Demolition Plan-ED126
ED126
1635836_ES_Alpha Electrical Site Plan-ES101
ES101
1635836_ES_Alpha Electrical Site Plan-ES102
ES102
1635836_ES_Alpha Electrical Site Plan-ES103
ES103
1635836_ES_Alpha Electrical Site Plan-ES104
ES104
1635836_ES_Alpha Electrical Site Plan-ES105
ES105
1635836_ES_Alpha Electrical Site Plan-ES106
ES106
1635836_ES_Details-E-505_PH1
E-505
1635836_ES_Details-E-507PH1
E-507
1635836_ES_Manhole_Details_Base-E-708
E-708
1635836_ES_Manhole_Details_Base-E-709
E-709
1635836_ES_Manhole_Details_Base-E-710
E-710
1635836_ES_Manhole_Details_Base-E-711
E-711
1635836_ES_Manhole_Details_Base-E-712
E-712
E-901 TAXIWAY ALPHA PHOTO SHEET-E-901_PH1
E-901
B Series
B-001 BORING NOTES
B-101 TAXIWAY ALPHA BORING LOGS
B-102 TAXIWAY ALPHA BORING LOGS
B-103 TAXIWAY ALPHA BORING LOGS
B-104 TAXIWAY ALPHA CORE LOGS
B-105 TAXIWAY ALPHA CORE LOGS
B-106 TAXIWAY ALPHA CORE LOGS
B-107 TAXIWAY ALPHA CORE LOGS
CG 519
CG519 GRADING AND DRAINAGE DETAILS
03_Geotech Series
B-001 BORING NOTES
B-101 TAXIWAY ALPHA BORING LOGS
B-102 TAXIWAY ALPHA BORING LOGS
B-103 TAXIWAY ALPHA BORING LOGS
B-104 TAXIWAY ALPHA CORE LOGS
B-105 TAXIWAY ALPHA CORE LOGS
B-106 TAXIWAY ALPHA CORE LOGS
B-107 TAXIWAY ALPHA CORE LOGS
2024-03-05T09:19:34-0500
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2024-03-05T09:20:03-0500
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2024-03-05T09:20:04-0500
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2024-03-05T09:20:05-0500
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2024-03-05T09:20:06-0500
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2024-03-05T09:20:07-0500
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2024-03-05T09:20:08-0500
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2024-03-05T09:20:09-0500
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2024-03-05T09:20:10-0500
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2024-03-05T09:20:11-0500
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2024-03-05T09:20:12-0500
Norfolk, VA
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2024-03-05T09:20:13-0500
Norfolk, VA

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