Phase 2 Plans.pdf

PDF 47 MB Posted

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

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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 and replacement of taxiway pavements and associated infrastructure upgrades at the specified Navy air station location.

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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
Phase 1 Plans.pdf PDF
24R2510 Amendment 0004.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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INV. = 11.67

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INV. = 11.88

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INV. = 11.40

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ELEVATED PIPE

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(ELONGATED)

AutoCAD SHX Text 72" X 44" C.M.P.

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INV. = 7.52

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INV. = 7.97

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INV=9.82

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INV. = 9.03

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RIM = 15.87

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INV. 24" (SE) = 10.26

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INV. 72" X 44" (NE) = 9.22

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INV. 72" X 44" (SW) = 9.29

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HORNET DR

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36" CONC.

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(3) 60" CONC.

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INV. 60" (N) = 5.37

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INV. 60" (S) = 5.39

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INV. 60" (MIDDLE) = 5.23

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INV. 60" (N) = 4.99

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INV. 60" (S) = 5.53

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INV. 60" (MIDDLE) = 5.53

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INV. = 8.74

AutoCAD SHX Text 30" C.M.P.

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INV. = 11.95

AutoCAD SHX Text 36" C.M.P.

AutoCAD SHX Text 48" C.M.P.

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INV. = 8.82

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INV. = 8.54

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INV. = 8.79

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INV. = 8.45

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6" YELLOW MARKING

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(6) 2"BLACK MARKINGS

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WHITE BOX W/ RED "X"

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6" YELLOW LINE

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6" DBL. YELLOW

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(3) 8" YELLOW LINES

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6" DBL. YELLOW

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HOLD LINES

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RW 5L-23R

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RW 5R-23L

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TW ALPHA

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CALA PAD

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TW TRANSITION

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TW BRAVO

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RW 14R-32L

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RW 14L-32R

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TW PAPA

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NORTH CALA PAD

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PUBLIC WORKS BLDG. 820

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ATC & FLIGHT OPERATIONS

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MAGNETICALLY

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ZONE

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WORK PACKAGE "F"

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WORK PACKAGE "M"

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PHASE II

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WORK PACKAGE "S2"

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WORK PACKAGE "S1"

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DEPARTMENT OF THE NAVY

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DESCRIPTION

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DATE

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DRAWFORM REVISION: 25 AUGUST 2020

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CHK

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SATISFACTORY TO DATE

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APPROVED

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1. REFERENCE SHEETS GC400-GC407 FOR LAYDOWN AREAS, STOCKPILE REFERENCE SHEETS GC400-GC407 FOR LAYDOWN AREAS, STOCKPILE LOCATIONS, AND LOCATION ALTERNATIVES FOR ON-SITE CONCRETE PLANT AND CONCRETE CRUSHING. 2. CONSTRUCTION PHASING PRESENTED ON THIS SHEET IS PROVIDED FOR CONSTRUCTION PHASING PRESENTED ON THIS SHEET IS PROVIDED FOR INFORMATIONAL PURPOSES AND HAS BEEN SELECTED TO OPTIMIZE CONSTRUCTION SCHEDULING AND LIMIT DISRUPTION TO AIRFIELD OPERATIONS. 3. THE CONTRACTOR IS RESPONSIBLE FOR FINAL CONSTRUCTION PHASING AND THE CONTRACTOR IS RESPONSIBLE FOR FINAL CONSTRUCTION PHASING AND MUST BE COORDINATED WITH AIRFIELD OPERATIONS TO MINIMIZE IMPACT TO FLIGHT OPERATIONS. 3.1. SUGGESTED SEQUENCING OF CONSTRUCTION IS PHASE S2, PHASE O, SUGGESTED SEQUENCING OF CONSTRUCTION IS PHASE S2, PHASE O, PHASE E, PHASE D, PHASE F, PHASE M, PHASE S1, AND THEN PHASE N. EACH PHASE MUST BE COMPLETED BEFORE ANOTHER PHASE CAN BE STARTED. WITH THE EXCEPTION OF PHASE S2, PHASE O, AND PHASE E. THEY MAYBE DONE CONCURRENTLY. 3.2. IF PHASES S2, O, AND E ARE PERFORMED CONCURRENTLY THEY IF PHASES S2, O, AND E ARE PERFORMED CONCURRENTLY THEY SHOULD BE DONE IN SUCH A WAY TO REDUCE IMPACTS AND LIMIT DOWN TIME TO RW 5L-23R & RW5R-23L. 3.3. CONSTRUCTION RELATED TO DITCH-A, A1, A2 AND DITCH-B1 MAY BE CONSTRUCTION RELATED TO DITCH-A, A1, A2 AND DITCH-B1 MAY BE DONE CONCURRENTLY WITH ONE OF THE PHASES ABOVE. HOWEVER TIME OF YEAR RESTRICTIONS MAY APPLY 3.4. THE STORMWATER SYSTEM SHALL BE INSTALLED DOWNSTREAM TO THE STORMWATER SYSTEM SHALL BE INSTALLED DOWNSTREAM TO UPSTREAM. WORK ASSOCIATED WITH DITCH-A, A1, A2 AND DITCH-B1 MUST BE COMPLETED PRIOR TO THE UPSTREAM STORMWATER SYSTEMS BEING REMOVED AND RECONSTRUCTED.

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PROJECT PHASING AND WORK PACKAGES

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KJY

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AS NOTED

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4. WHEN ORDINANCE ACTIVITIES ARE OCCURRING ON A CALA, WHEN ORDINANCE ACTIVITIES ARE OCCURRING ON A CALA, PERSONNEL ARE REQUIRED TO STAY OUTSIDE OF THE 1250 FEET SAFETY RADIUS UNTIL CONCLUSION OF THE OPERATIONS. AFM WILL NOTIFY CONTRACTOR OF ANY PLANNED ORDINANCE EVOLUTIONS. EMERGENCIES ORDINANCE EVOLUTIONS MAY BE REQUIRED AND CANNOT BE PLANNED FOR.

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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 1749357

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PPI ADDENDUM 3

AutoCAD SHX Text 02/23/2024

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PPI ADDENDUM 4

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N

HORNET DRIVE

6TH STREET

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GC402

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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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DATE

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DRAWFORM REVISION: 25 AUGUST 2020

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CHK

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SATISFACTORY TO DATE

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APPROVED

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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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CONCRETE CRUSHING PLANT LAYOUT - AREA 2

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KJY

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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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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

AutoCAD SHX Text 08/23/2023

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CC/SPR

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EJA

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DSN

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PPI ADDENDUM 4

AutoCAD SHX Text 3/04/2024

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CE

E AVENUE

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UB

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ATHLETIC COURT

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ATHLETIC FIELD

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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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FOR COMMANDER NAVFAC

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SEAL

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STOCKPILE AND LAYDOWN AREA - AREAS 4 & 5

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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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PPI ADDENDUM 4

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GC407

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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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APPROVE BY LCDR KYLE STRAUSBAUGH

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PWD OCEANA FEAD DIRECTOR

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CC/SPR

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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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