ATTACHMENT B 1772159_DWG.pdf

PDF 21 MB Posted Oct 21, 2024

Attached to: Pier 11 Partial Demolition
Solicitation number: N4008525R2520
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Oct 21, 2024

This document appears to be Attachment B, Drawing 1772159, related to the federal contract opportunity for the Pier 11 Partial Demolition project at Naval Station Norfolk in Norfolk, Virginia.

The key details are as follows: This is a Solicitation for an Indefinite Delivery/Indefinite Quantity (IDIQ) Multiple Award Construction Contract (MACC) for Design-Build (DB)/Design-Bid-Build (DBB) Waterfront Construction Projects Contractors, primarily in the Hampton Roads Area of Operations, under Contract Nos. N4008524D2503/2504/2505/2506/2507. The Department of the Navy Naval Facilities Engineering Command is the federal agency issuing this opportunity. Only the existing IDIQ MACC contractors can provide a proposal for this project.

View the file

Other files

File	Type	Posted
N4008525R2520 Amendment_0004.pdf	PDF	Nov 15, 2024
Design Revision 02.pdf	PDF	Nov 15, 2024
N4008525R2520 Amendment_0003.pdf	PDF	Nov 12, 2024
Design Revisions 01_response to 54 ppi.pdf	PDF	Nov 12, 2024
N40085-05-R-5000-RDdwg 3 of 6.pdf	PDF	Nov 7, 2024
N40085-05-R-5000-RDdwg 6 of 6.pdf	PDF	Nov 7, 2024
N40085-05-R-5000-RDdwg 5 of 6.pdf	PDF	Nov 7, 2024
N40085-05-R-5000-RDdwg 4 of 6.pdf	PDF	Nov 7, 2024
N40085-05-R-5000-RDdwg 2 of 6.pdf	PDF	Nov 7, 2024
N40085-05-R-5000-RDdwg 1 of 6.pdf	PDF	Nov 7, 2024
Pier 11 General_Requirements REV1.pdf	PDF	Nov 7, 2024
N4008525R2520 Amendment_0002.pdf	PDF	Nov 7, 2024
ATTACHMENT L Site Visit Log.pdf	PDF	Oct 29, 2024
N4008525R2520 Amendment 0001.pdf	PDF	Oct 29, 2024
ATTACHMENT L Provision 252.225-7059.pdf	PDF	Oct 21, 2024
ATTACHMENT K Provision 52.204-27.pdf	PDF	Oct 21, 2024
ATTACHMENT F Pre-Proposal Inquiry (PPI) Form.xlsx	XLSX spreadsheet	Oct 21, 2024
ATTACHMENT E - ODP.xls	XLS spreadsheet	Oct 21, 2024
ATTACHMENT C General Decision Number VA20240160 21Jun24.pdf	PDF	Oct 21, 2024
Pier 11 General_Requirements.pdf	PDF	Oct 21, 2024
ATTACHMENT H Supplementry Instructions to Offerors.pdf	PDF	Oct 21, 2024
ATTACHMENT D SECNAV 5512_1.pdf	PDF	Oct 21, 2024
ATTACHMENT M Provision 252.225-7967 Prohibitation Regarding Russian Fossil Fuel.pdf	PDF	Oct 21, 2024
ATTACHMENT A 1772159_SPECS .pdf	PDF	Oct 21, 2024
ATTACHMENT J Provision 52.204-24.pdf	PDF	Oct 21, 2024
ATTACHMENT I Acknowledgment of Amedments.pdf	PDF	Oct 21, 2024
ATTACHMENT G PIEE Vendor Access Instructions.pdf	PDF	Oct 21, 2024

Show all 27

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.

DIAGRAM OF DATUM PLANE

PIER 11 PARTIAL DEMOLITION

NORFOLK NAVAL STATION - NORFOLK, VIRGINIA

NAVAL FACILITIES ENGINEERING COMMAND ~ MID-ATLANTICNAVAL FACILITIES ENGINEERING COMMAND ~ MID-ATLANTIC

HAMPTON ROADS IPT, PUBLIC WORKS DEPARTMENT NORFOLK

FACILITIES ENGINEERING AND ACQUISITION DIVISION

LIST OF SHEETSVICINITY MAP

ABBREVIATIONSLOCATION MAP

GENERAL PROJECT NOTES GENERAL PROJECT SYMBOLS

D E

P A

E N

T O

E N

A V

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

DES DRW

M A

R K

D E

S C

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

130 Research Drive, Suite 300 Hampton, VA 23666 Phone: 757-873-0251

E S

H E

E T, G E

N E

R A

L N

S A

N D

A B

B R

E V

O N

MBM ARP JWE

AS NOTED

12,909,880

G-01

D. GREGORY, PE

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

1772159

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

PIERHEAD

AutoCAD SHX Text

PIER 11

AutoCAD SHX Text

PIER F

AutoCAD SHX Text

PIER E

AutoCAD SHX Text

PIER D

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

PIER 12

AutoCAD SHX Text

NOTE: DATUM PLANE ELEVATIONS WERE DETERMINED BY NOAA AT SEWELLS POINT, VIRGINIA

AutoCAD SHX Text

MEAN HIGH WATER (NOS)

AutoCAD SHX Text

N.A.V.D 88 / PROJECT DATUM

AutoCAD SHX Text

MEAN LOW WATER (NOS)

AutoCAD SHX Text

MEAN LOWER-LOW WATER (NOS)

AutoCAD SHX Text

MEAN HIGHER-HIGH WATER (NOS)

AutoCAD SHX Text

ORIGINAL PROJECT DATUM

AutoCAD SHX Text 2.41'

AutoCAD SHX Text

FINAL DESIGN SUBMITTAL

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

NAVFAC

AutoCAD SHX Text

DWG. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text G-01

AutoCAD SHX Text

TITLE SHEET, GENERAL NOTES AND ABBREVIATIONS

AutoCAD SHX Text

24" TEST PILE LOGS

AutoCAD SHX Text

1) THE WORK WILL BE ACCOMPLISHED IN ACCORDANCE WITH THESE DRAWINGS AND THE WORK WILL BE ACCOMPLISHED IN ACCORDANCE WITH THESE DRAWINGS AND WORK WILL BE ACCOMPLISHED IN ACCORDANCE WITH THESE DRAWINGS AND WORK WILL BE ACCOMPLISHED IN ACCORDANCE WITH THESE DRAWINGS AND WILL BE ACCOMPLISHED IN ACCORDANCE WITH THESE DRAWINGS AND WILL BE ACCOMPLISHED IN ACCORDANCE WITH THESE DRAWINGS AND BE ACCOMPLISHED IN ACCORDANCE WITH THESE DRAWINGS AND BE ACCOMPLISHED IN ACCORDANCE WITH THESE DRAWINGS AND ACCOMPLISHED IN ACCORDANCE WITH THESE DRAWINGS AND ACCOMPLISHED IN ACCORDANCE WITH THESE DRAWINGS AND IN ACCORDANCE WITH THESE DRAWINGS AND IN ACCORDANCE WITH THESE DRAWINGS AND ACCORDANCE WITH THESE DRAWINGS AND ACCORDANCE WITH THESE DRAWINGS AND WITH THESE DRAWINGS AND WITH THESE DRAWINGS AND THESE DRAWINGS AND THESE DRAWINGS AND DRAWINGS AND DRAWINGS AND AND AND THE RFP DOCUMENTS. 2) SEE SHEET G-02 FOR GENERAL PROJECT NOTES CONTINUED. SEE SHEET G-02 FOR GENERAL PROJECT NOTES CONTINUED.

AutoCAD SHX Text

SD-02

AutoCAD SHX Text

SD-04

AutoCAD SHX Text G-03

AutoCAD SHX Text

SD-06

AutoCAD SHX Text

AutoCAD SHX Text ACI AMERICAN CONCRETE AMERICAN CONCRETE INSTITUTE AISC AMERICAN INSTITUTE OF AMERICAN INSTITUTE OF STEEL CONSTRUCTION ASTM AMERICAN SOCIETY FOR AMERICAN SOCIETY FOR TESTING AND MATERIALS ATTN PTFM ATTENUATOR PLATFORM ATTENUATOR PLATFORM BOT BOTTOM BOTTOM C CHANNEL CHANNEL OR CL CENTERLINE CENTERLINE CONC CONCRETE CONCRETE CONT CONTINUOUS CONTINUOUS DIA (OR) DIAMETER DWGS DRAWINGS DRAWINGS EA EACH EACH ELEV ELEVATION ELEVATION EQ, EQUIV EQUAL, EQUIVALENT EQUAL, EQUIVALENT EXIST EXISTING EXISTING f'c COMPRESSIVE STRESS COMPRESSIVE STRESS FT FOOT/FEET FOOT/FEET GALV GALVANIZED GALVANIZED HORIZ HORIZONTAL HORIZONTAL KIP 1000 POUNDS 1000 POUNDS L ANGLE (OR) LENGTHANGLE (OR) LENGTH

AutoCAD SHX Text LB POUND POUND LONG LONGITUDINAL LONGITUDINAL MAX MAXIMUM MAXIMUM MIN MINIMUM MINIMUM MPH MILES PER HOUR MILES PER HOUR # (OR) NO NUMBER NUMBER OC ON CENTER ON CENTER PL PLATE PLATE PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH REINF REINFORCE, -MENT REINFORCE, -MENT REQD REQUIRED REQUIRED SF SQUARE FEET SQUARE FEET SIM SIMILAR SIMILAR SP (OR) SPS SPACE(S) SPACE(S) SQ SQUARE SQUARE T&B TOP AND BOTTOM TOP AND BOTTOM THK THICKNESS THICKNESS TOC TOP OF CURB TOP OF CURB TYP TYPICAL TYPICAL UHMW UTTRA-HIGH UTTRA-HIGH MOLECULAR WEIGHT UON UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED VERT VERTICAL VERTICAL W/ WITHWITH

AutoCAD SHX Text G-02

AutoCAD SHX Text

GENERAL NOTES & DESIGN CRITERIA

AutoCAD SHX Text

DEMOLITION SEQUENCE PART 2

AutoCAD SHX Text

AutoCAD SHX Text DATUM CLARIFICATION: ELEVATIONS ON THE CONTRACT DRAWINGS RELATE TO THE ORIGINAL CLARIFICATION: ELEVATIONS ON THE CONTRACT DRAWINGS RELATE TO THE ORIGINAL CLARIFICATION: ELEVATIONS ON THE CONTRACT DRAWINGS RELATE TO THE ORIGINAL : ELEVATIONS ON THE CONTRACT DRAWINGS RELATE TO THE ORIGINAL ELEVATIONS ON THE CONTRACT DRAWINGS RELATE TO THE ORIGINAL ELEVATIONS ON THE CONTRACT DRAWINGS RELATE TO THE ORIGINAL ON THE CONTRACT DRAWINGS RELATE TO THE ORIGINAL ON THE CONTRACT DRAWINGS RELATE TO THE ORIGINAL THE CONTRACT DRAWINGS RELATE TO THE ORIGINAL THE CONTRACT DRAWINGS RELATE TO THE ORIGINAL CONTRACT DRAWINGS RELATE TO THE ORIGINAL CONTRACT DRAWINGS RELATE TO THE ORIGINAL DRAWINGS RELATE TO THE ORIGINAL DRAWINGS RELATE TO THE ORIGINAL RELATE TO THE ORIGINAL RELATE TO THE ORIGINAL TO THE ORIGINAL TO THE ORIGINAL THE ORIGINAL THE ORIGINAL ORIGINAL ORIGINAL CONSTRUCTION OF THE PIER AND THE REFERENCED RECORD DRAWINGS. THE RIVER BOTTOM OF THE PIER AND THE REFERENCED RECORD DRAWINGS. THE RIVER BOTTOM OF THE PIER AND THE REFERENCED RECORD DRAWINGS. THE RIVER BOTTOM THE PIER AND THE REFERENCED RECORD DRAWINGS. THE RIVER BOTTOM THE PIER AND THE REFERENCED RECORD DRAWINGS. THE RIVER BOTTOM PIER AND THE REFERENCED RECORD DRAWINGS. THE RIVER BOTTOM PIER AND THE REFERENCED RECORD DRAWINGS. THE RIVER BOTTOM AND THE REFERENCED RECORD DRAWINGS. THE RIVER BOTTOM AND THE REFERENCED RECORD DRAWINGS. THE RIVER BOTTOM THE REFERENCED RECORD DRAWINGS. THE RIVER BOTTOM THE REFERENCED RECORD DRAWINGS. THE RIVER BOTTOM REFERENCED RECORD DRAWINGS. THE RIVER BOTTOM REFERENCED RECORD DRAWINGS. THE RIVER BOTTOM RECORD DRAWINGS. THE RIVER BOTTOM RECORD DRAWINGS. THE RIVER BOTTOM DRAWINGS. THE RIVER BOTTOM DRAWINGS. THE RIVER BOTTOM THE RIVER BOTTOM THE RIVER BOTTOM RIVER BOTTOM RIVER BOTTOM BOTTOM BOTTOM ELEVATIONS REFLECTED ON THE CONTRACT DRAWINGS RELATE TO THE CURRENT "DATUM PLANE" REFLECTED ON THE CONTRACT DRAWINGS RELATE TO THE CURRENT "DATUM PLANE" REFLECTED ON THE CONTRACT DRAWINGS RELATE TO THE CURRENT "DATUM PLANE" ON THE CONTRACT DRAWINGS RELATE TO THE CURRENT "DATUM PLANE" ON THE CONTRACT DRAWINGS RELATE TO THE CURRENT "DATUM PLANE" THE CONTRACT DRAWINGS RELATE TO THE CURRENT "DATUM PLANE" THE CONTRACT DRAWINGS RELATE TO THE CURRENT "DATUM PLANE" CONTRACT DRAWINGS RELATE TO THE CURRENT "DATUM PLANE" CONTRACT DRAWINGS RELATE TO THE CURRENT "DATUM PLANE" DRAWINGS RELATE TO THE CURRENT "DATUM PLANE" DRAWINGS RELATE TO THE CURRENT "DATUM PLANE" RELATE TO THE CURRENT "DATUM PLANE" RELATE TO THE CURRENT "DATUM PLANE" TO THE CURRENT "DATUM PLANE" TO THE CURRENT "DATUM PLANE" THE CURRENT "DATUM PLANE" THE CURRENT "DATUM PLANE" CURRENT "DATUM PLANE" CURRENT "DATUM PLANE" "DATUM PLANE" "DATUM PLANE" PLANE" PLANE" AND ARE PROVIDED FOR REFERENCE ONLY. THESE DATUM PLANES SERVES ONLY TO PROVIDE ARE PROVIDED FOR REFERENCE ONLY. THESE DATUM PLANES SERVES ONLY TO PROVIDE ARE PROVIDED FOR REFERENCE ONLY. THESE DATUM PLANES SERVES ONLY TO PROVIDE PROVIDED FOR REFERENCE ONLY. THESE DATUM PLANES SERVES ONLY TO PROVIDE PROVIDED FOR REFERENCE ONLY. THESE DATUM PLANES SERVES ONLY TO PROVIDE FOR REFERENCE ONLY. THESE DATUM PLANES SERVES ONLY TO PROVIDE FOR REFERENCE ONLY. THESE DATUM PLANES SERVES ONLY TO PROVIDE REFERENCE ONLY. THESE DATUM PLANES SERVES ONLY TO PROVIDE REFERENCE ONLY. THESE DATUM PLANES SERVES ONLY TO PROVIDE ONLY. THESE DATUM PLANES SERVES ONLY TO PROVIDE ONLY. THESE DATUM PLANES SERVES ONLY TO PROVIDE THESE DATUM PLANES SERVES ONLY TO PROVIDE THESE DATUM PLANES SERVES ONLY TO PROVIDE DATUM PLANES SERVES ONLY TO PROVIDE DATUM PLANES SERVES ONLY TO PROVIDE PLANES SERVES ONLY TO PROVIDE PLANES SERVES ONLY TO PROVIDE SERVES ONLY TO PROVIDE SERVES ONLY TO PROVIDE ONLY TO PROVIDE ONLY TO PROVIDE TO PROVIDE TO PROVIDE PROVIDE PROVIDE RELATIVE DIFFERENCES BETWEEN DATUMS TO AID IN DATUM CONVERSIONS. THIS INFORMATION IS DIFFERENCES BETWEEN DATUMS TO AID IN DATUM CONVERSIONS. THIS INFORMATION IS DIFFERENCES BETWEEN DATUMS TO AID IN DATUM CONVERSIONS. THIS INFORMATION IS BETWEEN DATUMS TO AID IN DATUM CONVERSIONS. THIS INFORMATION IS BETWEEN DATUMS TO AID IN DATUM CONVERSIONS. THIS INFORMATION IS DATUMS TO AID IN DATUM CONVERSIONS. THIS INFORMATION IS DATUMS TO AID IN DATUM CONVERSIONS. THIS INFORMATION IS TO AID IN DATUM CONVERSIONS. THIS INFORMATION IS TO AID IN DATUM CONVERSIONS. THIS INFORMATION IS AID IN DATUM CONVERSIONS. THIS INFORMATION IS AID IN DATUM CONVERSIONS. THIS INFORMATION IS IN DATUM CONVERSIONS. THIS INFORMATION IS IN DATUM CONVERSIONS. THIS INFORMATION IS DATUM CONVERSIONS. THIS INFORMATION IS DATUM CONVERSIONS. THIS INFORMATION IS CONVERSIONS. THIS INFORMATION IS CONVERSIONS. THIS INFORMATION IS THIS INFORMATION IS THIS INFORMATION IS INFORMATION IS INFORMATION IS IS IS NOT INTENDED TO IMPLY TIDAL ELEVATIONS OR TIDAL RANGES.

AutoCAD SHX Text

SD-03

AutoCAD SHX Text

DEMOLITION SECTIONS

AutoCAD SHX Text

SD-05

AutoCAD SHX Text

SD-07

AutoCAD SHX Text

BENT CAP A DEMOLITION DETAILS

AutoCAD SHX Text

BENT CAP B DEMOLITION DETAILS

AutoCAD SHX Text

BENT CAP C DEMOLITION DETAILS

AutoCAD SHX Text

EXISTING PRECAST SLAB TYPES "P1" & "P2"

AutoCAD SHX Text

SD-08

AutoCAD SHX Text

EXISTING CLOSURE POUR AND PARAPET DETAILS

AutoCAD SHX Text

NAVFAC MID-ATLANTIC (MIDLANT)

AutoCAD SHX Text

NORFOLK, VA

AutoCAD SHX Text

NORFOLK NAVAL STATION

AutoCAD SHX Text

NORFOLK, VA

AutoCAD SHX Text

CDR MACCUMBEE, PE

AutoCAD SHX Text

DG/BS

AutoCAD SHX Text

J. MILLER, PE

AutoCAD SHX Text N/A

AutoCAD SHX Text

36" TEST PILE LOG

AutoCAD SHX Text G-04

AutoCAD SHX Text

EXISTING PLAN & SECTION

AutoCAD SHX Text B-01

AutoCAD SHX Text

PHOTOS

AutoCAD SHX Text B-02

AutoCAD SHX Text

PHOTOS

AutoCAD SHX Text B-03

AutoCAD SHX Text

DEMOLITION PLAN

AutoCAD SHX Text B-04

AutoCAD SHX Text

DEMOLITION SEQUENCE PART 1

AutoCAD SHX Text

SD-01

AutoCAD SHX Text

SD-09

AutoCAD SHX Text

EXISTING JOINT DETAILS

AutoCAD SHX Text

SD-10

AutoCAD SHX Text

EXISTING JOINT DETAILS

AutoCAD SHX Text

EXISTING PILE DETAILS

AutoCAD SHX Text S-02

AutoCAD SHX Text S-04

AutoCAD SHX Text

SD-11

AutoCAD SHX Text

PRECAST SLAB TYPES "P3" & "P4"

AutoCAD SHX Text S-03

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

FENDER ASSEMBLY

AutoCAD SHX Text

EXISTING BOLLARD DETAILS

AutoCAD SHX Text

SD-12

AutoCAD SHX Text

SD-13

AutoCAD SHX Text

SD-14

AutoCAD SHX Text

SD-15

AutoCAD SHX Text

BENT CAP B DETAILS

AutoCAD SHX Text

SD-16

AutoCAD SHX Text

BENT CAP C DETAILS

AutoCAD SHX Text S-01

AutoCAD SHX Text

NEW PIERHEAD FRAMING PLAN

AutoCAD SHX Text

NEW PIERHEAD DECKING PLAN

AutoCAD SHX Text

BENT CAP A DETAILS

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

DETAIL, SECTION OR

AutoCAD SHX Text

ELEVATION IS SHOWN

AutoCAD SHX Text

DWG. NUMBER WHERE

AutoCAD SHX Text

ELEVATION IS TAKEN

AutoCAD SHX Text

DETAIL, SECTION OR

AutoCAD SHX Text

DWG. NUMBER WHERE

AutoCAD SHX Text

ELEVATION REFERENCE

AutoCAD SHX Text

DETAIL, SECTION OR

AutoCAD SHX Text S-07

AutoCAD SHX Text S-09

AutoCAD SHX Text S-08

AutoCAD SHX Text S-05

AutoCAD SHX Text S-06

AutoCAD SHX Text

PSB & TURBIDITY CURTAIN PLANS

AutoCAD SHX Text

SOIL BORING LOGS

AutoCAD SHX Text

TURBIDITY CURTAIIN DETAILS

AutoCAD SHX Text

SOIL BORINGS & TEST PILE PLAN

AutoCAD SHX Text

FENDER ASSEMBLY

AutoCAD SHX Text 12,909,880

AutoCAD SHX Text 12,909,881

AutoCAD SHX Text 12,909,882

AutoCAD SHX Text 12,909,883

AutoCAD SHX Text 12,909,884

AutoCAD SHX Text 12,909,885

AutoCAD SHX Text 12,909,886

AutoCAD SHX Text 12,909,887

AutoCAD SHX Text 12,909,888

AutoCAD SHX Text 12,909,889

AutoCAD SHX Text 12,909,890

AutoCAD SHX Text 12,909,891

AutoCAD SHX Text 12,909,892

AutoCAD SHX Text 12,909,893

AutoCAD SHX Text 12,909,894

AutoCAD SHX Text 12,909,895

AutoCAD SHX Text 12,909,896

AutoCAD SHX Text 12,909,897

AutoCAD SHX Text 12,909,898

AutoCAD SHX Text 12,909,899

AutoCAD SHX Text 12,909,900

AutoCAD SHX Text 12,909,901

AutoCAD SHX Text 12,909,902

AutoCAD SHX Text 12,909,903

AutoCAD SHX Text 12,909,904

AutoCAD SHX Text 12,909,905

AutoCAD SHX Text 12,909,906

AutoCAD SHX Text 12,909,907

AutoCAD SHX Text 12,909,908

AutoCAD SHX Text 12,909,909

AutoCAD SHX Text 12,909,910

AutoCAD SHX Text 12,909,911

AutoCAD SHX Text 12,909,912

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION

AutoCAD SHX Text 6/7/2024

AutoCAD SHX Text

REV. 0

AutoCAD SHX Text 6/7/2024

PIER PLAN LEGEND

D E

P A

E N

T O

E N

A V

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

DES DRW

M A

R K

D E

S C

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

130 Research Drive, Suite 300 Hampton, VA 23666 Phone: 757-873-0251

G E

N E

R A

L N

S A

N D

D E

N C

E R

MBM ARP JWE

AS NOTED

12,909,881

G-02

D. GREGORY, PE

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

1772159

AutoCAD SHX Text GENERAL NOTES: 1. THE CONTRACTING OFFICER/CONTRACTOR MUST PROVIDE NECESSARY PERMITTING PRIOR TO THE BEGINNING OF WORK. THE CONTRACTING OFFICER/CONTRACTOR MUST PROVIDE NECESSARY PERMITTING PRIOR TO THE BEGINNING OF WORK. 2. COMPLY WITH CITY, STATE, AND FEDERAL AUTHORITIES EROSION CONTROL MEASURES AND REGULATIONS CONCERNING WORKING IN THE VICINITY COMPLY WITH CITY, STATE, AND FEDERAL AUTHORITIES EROSION CONTROL MEASURES AND REGULATIONS CONCERNING WORKING IN THE VICINITY OF WETLANDS. INCLUDE COSTS FOR EROSION CONTROL MEASURES. CONTRACTING OFFICER MUST BE RESPONSIBLE FOR FEES AND COSTS ASSOCIATED WITH THE VIRGINIA MARINE RESOURCE COMMISSION'S JOINT PERMIT APPLICATION (JPA) ACQUISITION AS WELL AS LOCAL WETLAND BOARD'S REQUIREMENTS AND FEES. 3. STORE FUEL, OIL, PAINT OR HAZARDOUS MATERIALS IN A SECONDARY CONTAINER. STORE FUEL, OIL, PAINT OR HAZARDOUS MATERIALS IN A SECONDARY CONTAINER. 4. COST OF REQUIRED, PERMITS, CITY, STATE OR FEDERAL GOVERNMENT IS THE RESPONSIBILITY OF THE CONTRACTING OFFICER. COST OF REQUIRED, PERMITS, CITY, STATE OR FEDERAL GOVERNMENT IS THE RESPONSIBILITY OF THE CONTRACTING OFFICER. 5. VERIFY EXISTING MUD LINE ELEVATION, NOTIFY ENGINEER IMMEDIATELY IF ELEVATION DIFFERS FROM THAT SHOWN. VERIFY EXISTING MUD LINE ELEVATION, NOTIFY ENGINEER IMMEDIATELY IF ELEVATION DIFFERS FROM THAT SHOWN. 6. ELEVATIONS ARE REFERENCED TO NAVD88. DATUM EQUAL TO ELEV. 0.00' ELEVATIONS ARE REFERENCED TO NAVD88. DATUM EQUAL TO ELEV. 0.00' 7. COORDINATE ACTIVITIES AND SCHEDULES WITH THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. COORDINATE ACTIVITIES AND SCHEDULES WITH THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. 8. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH STRUCTURAL CONDITIONS OF THE EXISTING BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH STRUCTURAL CONDITIONS OF THE EXISTING STRUCTURES. THE CONTRACTOR MUST BE RESPONSIBLE FOR DIMENSIONS, ELEVATIONS, ETC. NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE STRUCTURES. THE CONTRACTOR MUST MAKE MEASUREMENTS NECESSARY FOR PROPER ERECTION OF STRUCTURAL MEMBERS. 9. DIMENSIONS, ELEVATIONS AND STATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. DIMENSIONS, ELEVATIONS AND STATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. 10. FIELD VERIFY DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION. FIELD VERIFY DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION. 11. SUBMIT MANUFACTURER'S DATA OF MATERIAL FOR APPROVAL PRIOR TO CONSTRUCTION. SUBMIT MANUFACTURER'S DATA OF MATERIAL FOR APPROVAL PRIOR TO CONSTRUCTION. 12. WORK MUST CONFORM TO THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS. WORK MUST CONFORM TO THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS. 13. APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL PROTECTION STANDARDS, LAWS AND REGULATIONS ARE TO BE STRICTLY FOLLOWED. APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL PROTECTION STANDARDS, LAWS AND REGULATIONS ARE TO BE STRICTLY FOLLOWED. 14. ENSURE THAT PHASES OF THE DEMOLITION AND REMOVAL WORK ARE PERFORMED IN A MANNER TO ASSURE THE SAFETY OF PERSONNEL ON THE ENSURE THAT PHASES OF THE DEMOLITION AND REMOVAL WORK ARE PERFORMED IN A MANNER TO ASSURE THE SAFETY OF PERSONNEL ON THE SITE AND IN ACCORDANCE WITH OSHA STANDARDS. 15. THE DRAWINGS AND SPECIFICATIONS FORM A PART OF THE CONTRACT DOCUMENTS; REFER TO THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL THE DRAWINGS AND SPECIFICATIONS FORM A PART OF THE CONTRACT DOCUMENTS; REFER TO THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. MATERIAL AND WORK PERFORMED MUST BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. KEEP A COPY OF THE DRAWINGS AND SPECIFICATIONS ONSITE AT ALL TIMES DURING THE PROJECT. 16. EXISTING CONDITIONS SHOWN ARE INTENDED TO PROVIDE A GENERAL OVERVIEW OF STRUCTURES AND MAY NOT INCLUDE APPURTENANCES AND EXISTING CONDITIONS SHOWN ARE INTENDED TO PROVIDE A GENERAL OVERVIEW OF STRUCTURES AND MAY NOT INCLUDE APPURTENANCES AND CONDITIONS. 17. DIMENSIONS AND DETAILS OF THE EXISTING CONDITIONS ARE FROM AVAILABLE RECORD AND AS-BUILT INFORMATION AND LIMITED FIELD DIMENSIONS AND DETAILS OF THE EXISTING CONDITIONS ARE FROM AVAILABLE RECORD AND AS-BUILT INFORMATION AND LIMITED FIELD OBSERVATIONS. DIMENSIONS, ELEVATIONS, AND DETAILS OF THE EXISTING CONDITIONS RELATED TO THE WORK MUST BE FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE ORDERING MATERIALS AND STARTING THE WORK. 18. PIER 11 MUST REMAIN OPEN AND OPERATIONAL THROUGHOUT CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE PIER 11 MUST REMAIN OPEN AND OPERATIONAL THROUGHOUT CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE WORK SCHEDULE SUCH THAT THE WORK DOES NOT INTERFERE WITH BASE OPERATIONS. 19. SCHEDULE AND COORDINATE WORK WITH THE CONTRACTING OFFICER AND MAINTAIN THE WORK SITE TO THE SATISFACTION OF THE CONTRACTING SCHEDULE AND COORDINATE WORK WITH THE CONTRACTING OFFICER AND MAINTAIN THE WORK SITE TO THE SATISFACTION OF THE CONTRACTING OFFICER. COORDINATE DAILY WITH THE CONTRACTING OFFICER TO CONFIRM SCHEDULED VESSEL(S) THAT MAY IMPACT WORK. 20. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, TECHNOLOGIES, SEQUENCES, AND OPERATION OF CONSTRUCTION AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, TECHNOLOGIES, SEQUENCES, AND OPERATION OF CONSTRUCTION AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. 21. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING TEMPORARY BRACING AND CONSTRUCTION SUPPORTS, AS NECESSARY TO COMPLETE THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING TEMPORARY BRACING AND CONSTRUCTION SUPPORTS, AS NECESSARY TO COMPLETE THE PROJECT. RETAIN A STRUCTURAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA TO DESIGN TEMPORARY BRACING AND CONSTRUCTION SUPPORTS. 22. RETAIN A GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA TO DESIGN PILE EXTRACTION PLAN. RETAIN A GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA TO DESIGN PILE EXTRACTION PLAN. 23. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE DONE TO ADJACENT STRUCTURES, FACILITIES, VESSELS, AND WHARF COMPONENTS NOT WITHIN THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE DONE TO ADJACENT STRUCTURES, FACILITIES, VESSELS, AND WHARF COMPONENTS NOT WITHIN THE SCOPE OF THIS PROJECT AND INJURIES TO THE PUBLIC AND NAVY PERSONNEL OPERATORS THAT RESULT FROM PERFORMING THE WORK. REPAIR OR REPLACEMENT OF SUCH DAMAGES MUST BE COMPLETED BY THE CONTRACTOR AT THE EXPENSE OF THE CONTRACTOR AND TO THE SATISFACTION OF THE CONTRACTING OFFICER. 24. THE CONTRACTOR MUST FOLLOW APPLICABLE FEDERAL, STATE AND MUNICIPAL REGULATIONS, INCLUDING THE FEDERAL DEPARTMENT OF LABOR, THE CONTRACTOR MUST FOLLOW APPLICABLE FEDERAL, STATE AND MUNICIPAL REGULATIONS, INCLUDING THE FEDERAL DEPARTMENT OF LABOR, SAFETY, OCCUPATIONAL SAFETY, HEALTH ACT, U.S. ARMY CORPS OF ENGINEERS, STATE/LOCAL WETLANDS CONTROL, AND PERMITS. 25. STORAGE, FUELING AND LUBRICATION OF THE EQUIPMENT AND VEHICLES MUST BE CONDUCTED IN A MANNER THAT AFFORDS THE MAXIMUM STORAGE, FUELING AND LUBRICATION OF THE EQUIPMENT AND VEHICLES MUST BE CONDUCTED IN A MANNER THAT AFFORDS THE MAXIMUM PROTECTION AGAINST SPILL AND EVAPORATION. FUEL, LUBRICANTS AND OIL MUST BE MANAGED AND STORED IN ACCORDANCE WITH FEDERAL, STATE, REGIONAL, AND LOCAL LAWS AND REGULATIONS. THERE MUST BE NO STORAGE OF FUEL ON THE PROJECT SITE. FUEL MUST BE BROUGHT TO THE PROJECT SITE AS NEEDED. EQUIPMENT OPERATION, ACTIVITIES, OR PROCESSES PERFORMED BY THE CONTRACTOR MUST BE IN ACCORDANCE WITH FEDERAL AND STATE AIR EMISSION AND PERFORMANCE LAWS AND STANDARDS. 26. INSPECTION OF COMPLETE WORK WILL BE PERFORMED BY THE CONTRACTING OFFICER FOLLOWING NOTIFICATION FROM THE CONTRACTOR THAT INSPECTION OF COMPLETE WORK WILL BE PERFORMED BY THE CONTRACTING OFFICER FOLLOWING NOTIFICATION FROM THE CONTRACTOR THAT THE SPECIFIED PORTION OF THE WORK HAS BEEN COMPLETED. THE CONTRACTOR MAY BE CHARGED ADDITIONAL COST OF REINSPECTION OR RETEST WHEN REJECTION MAKES REINSPECTION OR RETEST NECESSARY. 27. MATERIALS MUST CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED. MATERIALS MUST CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED. STRUCTURAL STEEL NOTES: 1. STEEL WORK MUST BE PERFORMED IN ACCORDANCE WITH THE CURRENT AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND STEEL WORK MUST BE PERFORMED IN ACCORDANCE WITH THE CURRENT AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 2. WELDING MUST CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.1. USE E7OXX ELECTRODES. UNDERWATER WELDING MUST CONFORM TO THE WELDING MUST CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.1. USE E7OXX ELECTRODES. UNDERWATER WELDING MUST CONFORM TO THE REQUIREMENTS OF CURRENT AWS D3.6. WELDS MUST BE FREE OF ANY BURRS, GOUGES, AND NICKS. NO SHARP EDGES MUST BE ALLOWED. 3. CLEAN AREAS OF EXISTING STEEL THAT ARE TO BE FIELD WELDED TO BARE METAL. PRESSURE WASHING WILL NOT BE PERMITTED. CLEAN AREAS OF EXISTING STEEL THAT ARE TO BE FIELD WELDED TO BARE METAL. PRESSURE WASHING WILL NOT BE PERMITTED. 4. TOUCH UP FIELD WELDS IN ACCORDANCE WITH PROTECTIVE COATINGS MANUFACTURER'S RECOMMENDATIONS. TOUCH UP FIELD WELDS IN ACCORDANCE WITH PROTECTIVE COATINGS MANUFACTURER'S RECOMMENDATIONS. 5. MATERIALS MUST CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED: MATERIALS MUST CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED: 5.1. MISC. PLATES AND BARS: ASTM A572, GRADE 50 MISC. PLATES AND BARS: ASTM A572, GRADE 50 ASTM A572, GRADE 50 5.2. ANGLES (L), CHANNELS (C), W SHAPES (W): ASTM A572, GRADE 50 ANGLES (L), CHANNELS (C), W SHAPES (W): ASTM A572, GRADE 50 ASTM A572, GRADE 50 5.3. HP PILES ASTM A572, GRADE 50 HP PILES ASTM A572, GRADE 50 5.4. WELD ELECTRODES: E7OXX, 70 KSI, LOW HYDROGEN WELD ELECTRODES: E7OXX, 70 KSI, LOW HYDROGEN E7OXX, 70 KSI, LOW HYDROGEN 5.5. THREADED ROD: ASTM F1554 GRADE 55 THREADED ROD: ASTM F1554 GRADE 55 ASTM F1554 GRADE 55 5.6. BOLTS: ASTM F3125 GRADE A325 BOLTS BOLTS: ASTM F3125 GRADE A325 BOLTS ASTM F3125 GRADE A325 BOLTS 5.7. WASHERS: ASTM F436 WASHERS WASHERS: ASTM F436 WASHERS ASTM F436 WASHERS 5.8. BOLTS FOR FENDER SYSTEM ASTM A307 BOLTS FOR FENDER SYSTEM ASTM A307 ASTM A307 REINFORCING STEEL: 1. REINFORCING STEEL MUST CONFORM TO ASTM-A615 "SPECIFICATION FOR DEFORMED AND PLAN BILLET-STEEL BARS FOR CONCRETE REINFORCING STEEL MUST CONFORM TO ASTM-A615 "SPECIFICATION FOR DEFORMED AND PLAN BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT". THE MINIMUM YIELD STRESS OF REINFORCING STEEL MUST BE 60 KSI. 2. MAINTAIN 3" OF CLEAR COVER OVER REINFORCING STEEL, UNLESS OTHERWISE NOTED. MAINTAIN 3" OF CLEAR COVER OVER REINFORCING STEEL, UNLESS OTHERWISE NOTED. 3. REINFORCING MUST BE FULLY SUPPORTED ON APPROVED PLASTIC CHAIRS AND/OR COATED STEEL. WHERE REINFORCING STEEL IS IN CONTACT REINFORCING MUST BE FULLY SUPPORTED ON APPROVED PLASTIC CHAIRS AND/OR COATED STEEL. WHERE REINFORCING STEEL IS IN CONTACT WITH FORMS, SUPPORTS MUST BE PLASTIC OR STAINLESS STEEL. 4. REINFORCING BARS AND ACCESSORIES MUST NOT BE IN CONTACT WITH METAL PIPE, PIPE FLANGE, METAL CONDUIT, OR OTHER METAL PARTS REINFORCING BARS AND ACCESSORIES MUST NOT BE IN CONTACT WITH METAL PIPE, PIPE FLANGE, METAL CONDUIT, OR OTHER METAL PARTS EMBEDDED IN CONCRETE. A MINIMUM CLEARANCE OF 2" MUST BE PROVIDED. 5. CONDUITS AND OTHER SIMILAR ITEMS EMBEDDED IN OR PENETRATING THROUGH CONCRETE MUST BE SPACED ON CENTER NOT LESS THAN 3 CONDUITS AND OTHER SIMILAR ITEMS EMBEDDED IN OR PENETRATING THROUGH CONCRETE MUST BE SPACED ON CENTER NOT LESS THAN 3 TIMES THEIR OUTSIDE DIMENSION, BUT NOT LESS THAN 2-1/2" CLEAR. 6. HOOKS MUST BE STANDARD 90 DEGREE HOOKS; FOLLOWING REQUIREMENTS BY ACI 318-19. HOOKS MUST BE STANDARD 90 DEGREE HOOKS; FOLLOWING REQUIREMENTS BY ACI 318-19. 7. WELDING OF REINFORCING STEEL MUST BE IN ACCORDANCE WITH “STRUCTURAL WELDING CODE - REINFORCING STEEL" (AWS-D1.4). WELDING OF REINFORCING STEEL MUST BE IN ACCORDANCE WITH “STRUCTURAL WELDING CODE - REINFORCING STEEL" (AWS-D1.4). STRUCTURAL WELDING CODE - REINFORCING STEEL" (AWS-D1.4). 8. REINFORCING BARS MUST BE ACCURATELY PLACED IN THE POSITIONS INDICATED AND REINFORCING STEEL AND EMBEDDED ITEMS ADEQUATELY REINFORCING BARS MUST BE ACCURATELY PLACED IN THE POSITIONS INDICATED AND REINFORCING STEEL AND EMBEDDED ITEMS ADEQUATELY TIED AND SUPPORTED BEFORE CONCRETE IS PLACED TO PREVENT DISPLACEMENT BEYOND PERMITTED TOLERANCES. 9. PLACING DIMENSIONS ARE GIVEN TO CENTER OF BARS, UNLESS OTHERWISE NOTED. SHIFT OR BEND BARS TO CLEAR EMBEDDED ITEMS. PLACING DIMENSIONS ARE GIVEN TO CENTER OF BARS, UNLESS OTHERWISE NOTED. SHIFT OR BEND BARS TO CLEAR EMBEDDED ITEMS. 10. IF REQUIRED, MECHANICAL REINFORCING BAR CONNECTORS, HARDENED NUTS FOR EITHER REINFORCING STEEL AND TIE ROD ANCHORAGES MUST IF REQUIRED, MECHANICAL REINFORCING BAR CONNECTORS, HARDENED NUTS FOR EITHER REINFORCING STEEL AND TIE ROD ANCHORAGES MUST DEVELOP 125 PERCENT OF YIELD STRENGTH IN TENSION FOR THE REINFORCING OF THE TIE ROD SIZE INDICATED AND MUST BE COATED IN ACCORDANCE WITH THE SAME REQUIREMENTS AS REINFORCING BARS. 11. IF REQUIRED, BAR TERMINATORS MUST MEET THE REQUIREMENTS OF ASTM A970. f' = 6000 PSI IF REQUIRED, BAR TERMINATORS MUST MEET THE REQUIREMENTS OF ASTM A970. f' = 6000 PSI c = 6000 PSI 12. ADHESIVE ANCHORS FOR THREADED RODS OR DOWELS MUST BE HILTI-RE 500. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ADHESIVE ANCHORS FOR THREADED RODS OR DOWELS MUST BE HILTI-RE 500. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 13. HOLES FOR ADHESIVE ANCHORS MUST BE DRILLED. CORING MUST NOT BE ALLOWED WITHOUT PRIOR APPROVAL BY THE CONTRACTING OFFICER. HOLES FOR ADHESIVE ANCHORS MUST BE DRILLED. CORING MUST NOT BE ALLOWED WITHOUT PRIOR APPROVAL BY THE CONTRACTING OFFICER. 14. LAP SPLICES FOR REINFORCING STEEL MUST BE IN ACCORDANCE WITH ACI 318-19. LAP SPLICED MUST BE CLASS A. LAP SPLICES FOR REINFORCING STEEL MUST BE IN ACCORDANCE WITH ACI 318-19. LAP SPLICED MUST BE CLASS A. 15. REINFORCE AROUND OPENINGS IN SLABS AND WALLS WITH 2-#6 BARS ALL SIDES AND EXTEND 2'-0" BEYOND OPENING UNLESS NOTED REINFORCE AROUND OPENINGS IN SLABS AND WALLS WITH 2-#6 BARS ALL SIDES AND EXTEND 2'-0" BEYOND OPENING UNLESS NOTED OTHERWISE. 16. UNLESS OTHERWISE NOTED, DETAILING, FABRICATION, AND PLACING OF REINFORCING STEEL MUST CONFORM TO THE "RECOMMENDED PRACTICE UNLESS OTHERWISE NOTED, DETAILING, FABRICATION, AND PLACING OF REINFORCING STEEL MUST CONFORM TO THE "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS" (CRSI) 17. SPLICE TOP BARS AT CENTER OF SPAN AND BOTTOM BARS AT THE SUPPORT, UNLESS NOTED OTHERWISE. SPLICE TOP BARS AT CENTER OF SPAN AND BOTTOM BARS AT THE SUPPORT, UNLESS NOTED OTHERWISE. 18. STAGGER SPLICES OF ADJACENT BARS WHEN BAR SPACING IS LESS THAN 4-1/2". STAGGER SPLICES OF ADJACENT BARS WHEN BAR SPACING IS LESS THAN 4-1/2". 19. REINFORCING BAR HOOKS SHOWN ON DRAWINGS MUST BE A.C.I. STANDARD 90 DEGREE HOOKS, UNLESS OTHERWISE NOTED. REINFORCING BAR HOOKS SHOWN ON DRAWINGS MUST BE A.C.I. STANDARD 90 DEGREE HOOKS, UNLESS OTHERWISE NOTED. REINFORCED CONCRETE NOTES: 1. CONCRETE WORK MUST BE PERFORMED IN ACCORDANCE WITH CURRENT ACI 301, UNLESS OTHERWISE NOTED. CONCRETE WORK MUST BE PERFORMED IN ACCORDANCE WITH CURRENT ACI 301, UNLESS OTHERWISE NOTED. 2. CAST-IN-PLACE CONCRETE MUST HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH (f' ) OF 6000 PSI PRIOR TO AND AFTER ADDITION OF CAST-IN-PLACE CONCRETE MUST HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH (f' ) OF 6000 PSI PRIOR TO AND AFTER ADDITION OF c) OF 6000 PSI PRIOR TO AND AFTER ADDITION OF MICROSILICA UNLESS NOTED OTHERWISE, WITH 6% AIR ENTRAINMENT +/- 1.5%. 3. CONCRETE MUST BE NORMAL WEIGHT, UON, PROVIDE 2 GAL/CY OF DCI S CORROSION INHIBITOR FOR PRESTRESSED PRECAST CONCRETE BEAMS. CONCRETE MUST BE NORMAL WEIGHT, UON, PROVIDE 2 GAL/CY OF DCI S CORROSION INHIBITOR FOR PRESTRESSED PRECAST CONCRETE BEAMS. 4. DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL MUST CONFORM TO THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL MUST CONFORM TO THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315. 5. CHAMFER EXPOSED EXTERNAL CORNERS OF CONCRETE WITH 3/4", 45 CHAMFERS UNLESS OTHERWISE NOTED. CHAMFER EXPOSED EXTERNAL CORNERS OF CONCRETE WITH 3/4", 45° CHAMFERS UNLESS OTHERWISE NOTED.6. CONSTRUCTION LOADS FOR ANY NEW PORTION OF THE STRUCTURE MUST NOT BE IMPOSED UNTIL THE CONCRETE CYLINDER STRENGTH FOR CONSTRUCTION LOADS FOR ANY NEW PORTION OF THE STRUCTURE MUST NOT BE IMPOSED UNTIL THE CONCRETE CYLINDER STRENGTH FOR THOSE MEMBERS AND CONNECTING POURS HAS REACHED 85% OF THE 28 DAY CONCRETE COMPRESSIVE STRENGTH. 7. CONCRETE MUST BE VIBRATED WITH MECHANICAL VIBRATIONS. CONCRETE MUST BE VIBRATED WITH MECHANICAL VIBRATIONS. 8. CONCRETE KEYS TO BE 2" X 6", UNLESS OTHERWISE NOTED. CONCRETE KEYS TO BE 2" X 6", UNLESS OTHERWISE NOTED. 9. CONSTRUCTION JOINTS IN BEAMS, SLABS, AND PILE CAPS MUST BE MADE AT MID-SPAN, CENTERED BETWEEN PILE BENTS, UNLESS OTHERWISE CONSTRUCTION JOINTS IN BEAMS, SLABS, AND PILE CAPS MUST BE MADE AT MID-SPAN, CENTERED BETWEEN PILE BENTS, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. STOPS IN THE CONCRETE WORK MUST BE MADE WITH A KEYED VERTICAL FORM AND CONTINUOUS REINFORCING UNLESS OTHERWISE NOTED ON DRAWINGS. KEYWAYS MUST BE ONE-THIRD THE DEPTH OF THE MEMBER AND PLACED AT MID-DEPTH. MAXIMUM LENGTH OF POUR BETWEEN CONSTRUCTION JOINTS FOR BEAMS MUST BE 100 LINEAR FEET. NO CONSTRUCTION JOINT FOR BEAMS OR SLAB MUST BE LOCATED CLOSER THAN 30 LINEAR FEET FROM AN EXPANSION JOINT. MINIMUM TIME BETWEEN ADJACENT CONCRETE POURS TO BE 7 DAYS. IN ALL CASES THE LOCATION OF CONSTRUCTION JOINTS MUST BE APPROVED BY THE ENGINEER. 10. SLABS, PILE CAPS, AND BEAMS MUST HAVE NO HORIZONTAL CONSTRUCTION JOINTS, UNLESS INDICATED. SLABS, PILE CAPS, AND BEAMS MUST HAVE NO HORIZONTAL CONSTRUCTION JOINTS, UNLESS INDICATED. 11. REFER TO CIVIL, ELECTRICAL, MECHANICAL, AND VENDOR DRAWINGS FOR EMBEDDED ITEMS NOT SHOWN. REFER TO CIVIL, ELECTRICAL, MECHANICAL, AND VENDOR DRAWINGS FOR EMBEDDED ITEMS NOT SHOWN. 12. HORIZONTAL CONSTRUCTION JOINTS MUST BE INTENTIONALLY ROUGHENED TO " MINIMUM AMPLITUDE BY RAKING. HORIZONTAL CONSTRUCTION JOINTS MUST BE INTENTIONALLY ROUGHENED TO " MINIMUM AMPLITUDE BY RAKING. 14" MINIMUM AMPLITUDE BY RAKING. 13. INTERSECTING WALLS MUST BE KEYED IF POURED SEPARATELY. RUN HORIZONTAL WALL REINFORCING CONTINUOUSLY INTO INTERSECTING WALL. INTERSECTING WALLS MUST BE KEYED IF POURED SEPARATELY. RUN HORIZONTAL WALL REINFORCING CONTINUOUSLY INTO INTERSECTING WALL. PRECAST CONCRETE NOTES: 1. PRESTRESSED/PRECAST CONCRETE MUST BE MANUFACTURED AND DESIGNED IN ACCORDANCE WITH ACI 318-19 ACI "BUILDING CODE PRESTRESSED/PRECAST CONCRETE MUST BE MANUFACTURED AND DESIGNED IN ACCORDANCE WITH ACI 318-19 ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". 2. PRESTRESSED/PRECAST CONCRETE MUST BE PRODUCED IN ACCORDANCE WITH MNL-116, "MANUAL FOR QUALITY CONTROL FOR PLANTS PRESTRESSED/PRECAST CONCRETE MUST BE PRODUCED IN ACCORDANCE WITH MNL-116, "MANUAL FOR QUALITY CONTROL FOR PLANTS PRODUCTION OF PRECAST PRESTRESSED CONCRETE PRODUCTS" PUBLISHED BY THE PRESTRESSED CONCRETE INSTITUTE. 3. THE STRENGTH OF PRECAST CONCRETE MUST BE 6000 PSI AT 28 DAYS. THE STRENGTH OF PRECAST CONCRETE MUST BE 6000 PSI AT 28 DAYS. 4. PRECAST CONCRETE SURFACES AGAINST WHICH POURED CONCRETE WILL BE PLACED, MUST BE ROUGHENED ( " AMPLITUDE) BY RAKING. PRECAST CONCRETE SURFACES AGAINST WHICH POURED CONCRETE WILL BE PLACED, MUST BE ROUGHENED ( " AMPLITUDE) BY RAKING. 14" AMPLITUDE) BY RAKING. SEE REINFORCED CONCRETE NOTE 12.

AutoCAD SHX Text DESIGN STANDARD AND REFERENCES: "PIER 11 REPLACEMENT", BY LANTDIV NAVAL FACILITIES ENGINEERING COMMAND, DATED DECEMBER 2008 AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL CONSTRUCTION MANUAL, 15TH EDITION LPILE, PILE ANALYSIS SOFTWARE RISA 3-D, STRUCTURAL ANALYSIS AND DESIGN SOFTWARE AWS D1.4 - AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE" - REINFORCING STEEL ASCE 7-22 - AMERICAN SOCIETY OF CIVIL ENGINEERS , "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" AISC, ASD - "STEEL CONSTRUCTION MANUAL", 15 EDITION TH EDITION AASHTO - "LRFD BRIDGE DESIGN SPECIFICATIONS", 9 EDITION TH EDITION UFC 4-152-01 - "DESIGN: PIERS AND WHARVES" UFC 3-220-01A - "DEEP FOUNDATIONS" UFC 4-159-03 - "DESIGN: MOORINGS" UFC 4-151-10 - "GENERAL CRITERIA FOR WATERFRONT CONSTRUCTION", WITH CHANGE 1 ACI 318-19 - AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" PIANC - "GUIDELINES FOR THE DESIGN OF FENDER SYSTEMS: 2002 MARCOM REPORT OF WG33" (PIANC)

AutoCAD SHX Text

MOBILE TRUCK CRANE (NTS) (LOADS SHOWN DO NOT INCLUDE IMPACT)

AutoCAD SHX Text NOTE: MAX. OUTRIGGER LOAD ON SLAB IS 75 KIPS : MAX. OUTRIGGER LOAD ON SLAB IS 75 KIPS & MAX. OUTRIGGER LOAD ON BEAMS IS 150 KIPS.

AutoCAD SHX Text DESIGN CRITERIA NOTES: DESIGN LIVE LOADS VERTICAL UNIFORM - 500 PSF TRUCK - HS20-44 MOBILE CRANE OUTRIGGER OUTRIGGER ON SLAB - 75,000 LBS. OUTRIGGER ON BEAMS - 150,000 LBS. HORIZONTAL PIERHEAD STRUCTURE 11 TONS PER FT. DECK FITTINGS 98-MT BOLLARD - 160,000 LBS. @ 45° (MAX.)1. MAXIMUM WIND: 74 KNOTS MAXIMUM WIND: 74 KNOTS 2. DREDGE DEPTH AT PIER 11 PIERHEAD VARIES FROM -13.21-FT TO -18.34-FT; REFERENCED FROM PLAN SET "PIER 11 REPLACEMENT", BY DREDGE DEPTH AT PIER 11 PIERHEAD VARIES FROM -13.21-FT TO -18.34-FT; REFERENCED FROM PLAN SET "PIER 11 REPLACEMENT", BY "PIER 11 REPLACEMENT", BY LANTDIV NAVAL FACILITIES ENGINEERING COMMAND, DATED DECEMBER 2008 3. FENDER SYSTEM: FENDER SYSTEM: FENDER SYSTEM IS TO BE CAPABLE OF BERTHING DIFFERENT CLASSES OF VESSELS. A CONTINUOUS FENDER SYSTEM SHALL BE DESIGNED FOR DOCKING AND BREASTING LOADS FROM SHIPS ONLY. SEISMIC DESIGN CRITERIA RISK CATEGORY: II SEISMIC IMPORTANCE FACTOR, I =1.0 E=1.0 MAPPED SPECTRAL RESPONSE ACCELERATION S =0.12 AND S =0.041 S=0.12 AND S =0.041 1=0.041 SITE CLASS D DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS, SD -0.125 AND SD =0.066 S-0.125 AND SD =0.066 1=0.066 SEISMIC DESIGN CATEGORY: A BASIC SEISMIC FORCE-RESISTING SYSTEM: ASCE 7, TABLE 12-201, B-1 DESIGN BASE SHEAR: 10 KIP SEISMIC RESPONSE COEFFICIENT, C =0.05 S=0.05 ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE ANALYSIS

AutoCAD SHX Text

94.8 TON BOLLARD. SEE DETAIL SHEET SD-16 42-INCH CLEAT. SEE DETAIL SHEET SD-16 LIGHT MAST

AutoCAD SHX Text 6/7/2024

AutoCAD SHX Text

NAVFAC MID-ATLANTIC (MIDLANT)

AutoCAD SHX Text

NORFOLK, VA

AutoCAD SHX Text

NORFOLK NAVAL STATION

AutoCAD SHX Text

NORFOLK, VA

AutoCAD SHX Text

CDR MACCUMBEE, PE

AutoCAD SHX Text

DG/BS

AutoCAD SHX Text

J. MILLER, PE

AutoCAD SHX Text N/A

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION

AutoCAD SHX Text 6/7/2024

REV. 0

D E

P A

E N

T O

E N

A V

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

DES DRW

M A

R K

D E

S C

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

130 Research Drive, Suite 300 Hampton, VA 23666 Phone: 757-873-0251

P S

T U

R B

Y C

U R

N S

MBM ARP JWE

AS NOTED

12,909,882

G-03

D. GREGORY, PE

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

1772159

TURBIDITY CURTAIN PLAN VIEW

AutoCAD SHX Text

PIER 11

AutoCAD SHX Text

PIER F

AutoCAD SHX Text

PIER E

AutoCAD SHX Text

PIER D

AutoCAD SHX Text

ELIZABETH RIVER

AutoCAD SHX Text

PSB

AutoCAD SHX Text P14B

AutoCAD SHX Text

18P11SAP

AutoCAD SHX Text

17P10AAP

AutoCAD SHX Text

OUTER EXTENTS OF TURBIDITY CURTAIN

AutoCAD SHX Text

TURBIDITY CURTAIN GATE

AutoCAD SHX Text

PIER 12

AutoCAD SHX Text 6/7/2024

AutoCAD SHX Text

NAVFAC MID-ATLANTIC (MIDLANT)

AutoCAD SHX Text

NORFOLK, VA

AutoCAD SHX Text

NORFOLK NAVAL STATION

AutoCAD SHX Text

NORFOLK, VA

AutoCAD SHX Text

CDR MACCUMBEE, PE

AutoCAD SHX Text

DG/BS

AutoCAD SHX Text

J. MILLER, PE

AutoCAD SHX Text N/A

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1:1200

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

AutoCAD SHX Text 1200'

AutoCAD SHX Text 1400'

AutoCAD SHX Text 1:1200

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION

AutoCAD SHX Text 6/7/2024

P A

E N

T O

E N

A V

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

DES DRW

M A

R K

D E

S C

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

130 Research Drive, Suite 300 Hampton, VA 23666 Phone: 757-873-0251

C U

MBM ARP JWE

AS NOTED

12,909,883

G-04

D. GREGORY, PE

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

1772159

TURBIDITY CURTAIN SCHEMATIC - OPTION 1 TURBIDITY CURTAIN SCHEMATIC - OPTION 2

AutoCAD SHX Text

CHAIN

AutoCAD SHX Text

SHACKLES

AutoCAD SHX Text

RODE LINE

AutoCAD SHX Text

22 OZ. PVC COATED FABRIC

AutoCAD SHX Text

STRESS BAND

AutoCAD SHX Text

PVC SLOT-CONNECTOR

AutoCAD SHX Text

FLOTATION

AutoCAD SHX Text

516 VINYL COATING CABLE (ON BOTH SIDES OF CURTAIN TO REDUCE STRAIN)

AutoCAD SHX Text

#24 SAFETY HOOK

AutoCAD SHX Text

STRESS PLATE

AutoCAD SHX Text

LAP LINK

AutoCAD SHX Text

516 IN. CHAIN

AutoCAD SHX Text

CURTAIN DEPTH-EXTEND TO WITHIN 1 FT ABOVE SEAFLOOR

AutoCAD SHX Text NOTE: ANCHORING WITH BUOYS, AS SHOWN, REMOVES ALL VERTICAL FORCES FROM THE CURTAIN. HENCE, THE CURTAIN WILL NOT SINK FROM WIND OR CURRENT LOADS.

AutoCAD SHX Text

BUOY

AutoCAD SHX Text AUTOMATIC FLASHING LIGHT (ON AT DUSK-OFF AT DAWN) 100' ON CENTER SHALL BE USED IN NAVIGABLE CHANNELS ONLY

AutoCAD SHX Text

STANDARD CONTAINMENT SYSTEMS LIGHT BUOY

AutoCAD SHX Text

ANCHOR (AS RECOMMENDED BY THE MANUFACTURER)

AutoCAD SHX Text

CURTAIN

AutoCAD SHX Text

PAINTER LINES (TYP.)

AutoCAD SHX Text

ATTACH LINES TO SHACKLE

AutoCAD SHX Text

SEA BED

AutoCAD SHX Text 20'

AutoCAD SHX Text

2' MIN.

AutoCAD SHX Text

WATER SURFACE

AutoCAD SHX Text

DOUBLE TURBIDITY CURTAIN-TYPE III

AutoCAD SHX Text

(NOT TO SCALE)

AutoCAD SHX Text

ORIENTATION WHEN INSTALLED

AutoCAD SHX Text

(TIDAL SITUATION - TYPE III)

AutoCAD SHX Text

DTC

AutoCAD SHX Text

OUTER (SINGLE) TURBIDITY CURTAIN

AutoCAD SHX Text

INNER (SINGLE) TURBIDITY CURTAIN

AutoCAD SHX Text

TURBIDITY CURTAIN GATE

AutoCAD SHX Text

20' MIN

AutoCAD SHX Text

OUTER (DOUBLE) TURBIDITY CURTAIN 20' MINMUM SEPARATION

AutoCAD SHX Text

EQUIPMENT BARGE

AutoCAD SHX Text

MATERIAL BARGE

AutoCAD SHX Text

TURBIDITY CURTAIN GATE

AutoCAD SHX Text

20' MIN

AutoCAD SHX Text

EQUIPMENT BARGE

AutoCAD SHX Text

MATERIAL BARGE

AutoCAD SHX Text

22 OZ. PVC COATED FABRIC

AutoCAD SHX Text

STRESS BAND

AutoCAD SHX Text

PVC SLOT-CONNECTOR

AutoCAD SHX Text

FLOTATION

AutoCAD SHX Text

516 VINYL COATING CABLE (ON BOTH SIDES OF CURTAIN TO REDUCE STRAIN)

AutoCAD SHX Text

#24 SAFETY HOOK

AutoCAD SHX Text

STRESS PLATE

AutoCAD SHX Text

LAP LINK

AutoCAD SHX Text

516 IN. CHAIN

AutoCAD SHX Text

CURTAIN DEPTH-EXTEND TO WITHIN 1 FT ABOVE SEAFLOOR

AutoCAD SHX Text NOTE: ANCHORING WITH BUOYS, AS SHOWN, REMOVES ALL VERTICAL FORCES FROM THE CURTAIN. HENCE, THE CURTAIN WILL NOT SINK FROM WIND OR CURRENT LOADS.

AutoCAD SHX Text

BUOY

AutoCAD SHX Text

ATTACH LINES TO SHACKLE

AutoCAD SHX Text

WATER SURFACE

AutoCAD SHX Text AUTOMATIC FLASHING LIGHT (ON AT DUSK-OFF AT DAWN) 100' ON CENTER SHALL BE USED IN NAVIGABLE CHANNELS ONLY

AutoCAD SHX Text

STANDARD CONTAINMENT SYSTEMS LIGHT BUOY

AutoCAD SHX Text

ANCHOR (AS RECOMMENDED BY THE MANUFACTURER)

AutoCAD SHX Text

SEA BED

AutoCAD SHX Text

CURTAIN

AutoCAD SHX Text 5'

AutoCAD SHX Text 20'

AutoCAD SHX Text 5'

AutoCAD SHX Text

2' MIN.

AutoCAD SHX Text

TURBIDITY CURTAIN-TYPE III

AutoCAD SHX Text

(NOT TO SCALE)

AutoCAD SHX Text

ORIENTATION WHEN INSTALLED

AutoCAD SHX Text

(TIDAL SITUATION - TYPE III)

AutoCAD SHX Text

AutoCAD SHX Text 6/7/2024

AutoCAD SHX Text

NAVFAC MID-ATLANTIC (MIDLANT)

AutoCAD SHX Text

NORFOLK, VA

AutoCAD SHX Text

NORFOLK NAVAL STATION

AutoCAD SHX Text

NORFOLK, VA

AutoCAD SHX Text

CDR MACCUMBEE, PE

AutoCAD SHX Text

DG/BS

AutoCAD SHX Text

J. MILLER, PE

AutoCAD SHX Text N/A

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION

AutoCAD SHX Text 6/7/2024

P A

E N

T O

E N

A V

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

DES DRW

M A

R K

D E

S C

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

130 Research Drive, Suite 300 Hampton, VA 23666 Phone: 757-873-0251

S O

O R

T E

S T

E P

MBM ARP JWE

AS NOTED

12,909,884

B-01

D. GREGORY, PE

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

1772159

BORING & TEST PILE DRIVING LOCATIONS

AutoCAD SHX Text B-1-11

AutoCAD SHX Text B-2-11

AutoCAD SHX Text B-3-11

AutoCAD SHX Text

T.B.M #1 BRASS DISK ELEV. = 2.996

AutoCAD SHX Text

PIER 12

AutoCAD SHX Text

PIER 11

AutoCAD SHX Text

PIER F

AutoCAD SHX Text

PIER E

AutoCAD SHX Text

PIER D

AutoCAD SHX Text

PIER C

AutoCAD SHX Text N 10°27'26" E

AutoCAD SHX Text 478.440

AutoCAD SHX Text

DECANTUR AVENUE

AutoCAD SHX Text

PREBLE STREET

AutoCAD SHX Text

HULL STREET

AutoCAD SHX Text

1. TOPOGRAPHIC SURVEY PREPARED BY TRANSYSTEMS CORPORATION FROM FIELD DATA TOPOGRAPHIC SURVEY PREPARED BY TRANSYSTEMS CORPORATION FROM FIELD DATA COLLECTED IN OCTOBER 2002. 2. THIS SURVEY DOES NOT GUARANTEE THE EXISTENCE OF NONEXISTENCE, SIZE, TYPE, THIS SURVEY DOES NOT GUARANTEE THE EXISTENCE OF NONEXISTENCE, SIZE, TYPE, DEPTH, MATERIAL OR LOCATION OF ANY UNDERGROUND UTILITIES. UTILITIES SHOWN ARE BASED ON ABOVEGROUND UTILITY STRUCTURES, AVAILABLE UTILITY MAPS AND SITE PLANS. THE CONTRACTOR SHALL HAVE ALL EXISTING SITE UTILITIES VERIFIED PROPER TO ANY EXCAVATION. 3. TEMPORARY BENCHMARK #1 (TBM #1) IS A BRASS DISK (NOS 8610E) AS SHOWN ON TEMPORARY BENCHMARK #1 (TBM #1) IS A BRASS DISK (NOS 8610E) AS SHOWN ON SHEET CD101. (TBM #1 ELEVATION 9.829ft) 4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO STATION LOW WATER DATUM ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO STATION LOW WATER DATUM (SLWD). ELEVATIONS WERE ESTABLISHED FROM TBM ON PIER 2 REPLACEMENT, NAVFAC DRAWING NO. 4393893. 5. HORIZONTAL COORDINATES SHOWN HEREON ARE IN FEET AND REFER TO THE VIRGINIA HORIZONTAL COORDINATES SHOWN HEREON ARE IN FEET AND REFER TO THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD83 (1986 ADJUSTMENT). HORIZONTAL COORDINATES WERE ESTABLISHED FROM NIT-1.

AutoCAD SHX Text

SURVEY NOTES:

AutoCAD SHX Text REFERENCES: 1. "PIER 11 REPLACEMENT", BY LANTDIV NAVAL FACILITIES ENGINEERING COMMAND, DATED DECEMBER 2008"PIER 11 REPLACEMENT", BY LANTDIV NAVAL FACILITIES ENGINEERING COMMAND, DATED DECEMBER 2008

AutoCAD SHX Text 6/7/2024

AutoCAD SHX Text

NAVFAC MID-ATLANTIC (MIDLANT)

AutoCAD SHX Text

NORFOLK, VA

AutoCAD SHX Text

NORFOLK NAVAL STATION

AutoCAD SHX Text

NORFOLK, VA

AutoCAD SHX Text

CDR MACCUMBEE, PE

AutoCAD SHX Text

DG/BS

AutoCAD SHX Text

J. MILLER, PE

AutoCAD SHX Text N/A

AutoCAD SHX Text

AutoCAD SHX Text 1200'

AutoCAD SHX Text 1400'

AutoCAD SHX Text 1:1200

AutoCAD SHX Text

GRAPHIC SCALES:

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1:1200

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

AutoCAD SHX Text 1200'

AutoCAD SHX Text 1400'

AutoCAD SHX Text 1:1200

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION

AutoCAD SHX Text 6/7/2024

P A

E N

T O

E N

A V

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

DES DRW

M A

R K

D E

S C

N D

DRAWFORM REVISION: 14 SEP 2023

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

130 Research Drive, Suite 300 Hampton, VA 23666 Phone: 757-873-0251

S O

O R

L O

G S

MBM ARP JWE

AS NOTED

12,909,885

B-02

D. GREGORY, PE

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

1772159

AutoCAD SHX Text

TESTS

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

SAMPLING

AutoCAD SHX Text

STR- ATUM

AutoCAD SHX Text ELEV. (m)

AutoCAD SHX Text

CLASS.

AutoCAD SHX Text

STRATA DESCRIPTION

AutoCAD SHX Text DEPTH (m)

AutoCAD SHX Text Boring Contractor: Fishburne Drilling, Inc. Fishburne Drilling, Inc. Chesapeake, Virginia Boring Foreman: R. Ross R. Ross Drilling Method: 2 " O.D. Tri-cone Roller Bit 2 " O.D. Tri-cone Roller Bit 78" O.D. Tri-cone Roller Bit (Mud Rotary) (Mud Rotary) Drilling Equipment: CME 75HD CME 75HD SEA Representative: M. Neylon M. Neylon Dates Started: 1/14/03 Finished: 1/14/03 Started: 1/14/03 Finished: 1/14/03 1/14/03 Finished: 1/14/03 Finished: 1/14/03 Location: See Location Plan, Figure 2 See Location Plan, Figure 2 Ground Surface Elevation: 0.00 (meters) 0.00± (meters)

AutoCAD SHX Text Project: Pier 11 Replacement Pier 11 Replacement Norfolk Naval Base Norfolk, Virginia

AutoCAD SHX Text

TEST BORING LOG

AutoCAD SHX Text Encountered

AutoCAD SHX Text Completion

AutoCAD SHX Text Casing Pulled

AutoCAD SHX Text Date Time Depth Casing Caved Time Depth Casing Caved Caved

AutoCAD SHX Text Groundwater Observations

AutoCAD SHX Text Schnabel Engineering Associates, Inc.

AutoCAD SHX Text 1/14 -- 0.00m --- --- ---

AutoCAD SHX Text Boring Number:

AutoCAD SHX Text Contract Number: 02131310

AutoCAD SHX Text Sheet: 1 of 1

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

DATA

AutoCAD SHX Text Water

AutoCAD SHX Text Fat clay, trace sand, wet-gray and black

AutoCAD SHX Text Fine to coarse poorly graded sand with silt, wet-gray

AutoCAD SHX Text Fine to medium clayey sand, wet-gray and brown

AutoCAD SHX Text Fine to coarse silty sand, contains shell fragments, wet-green gray

AutoCAD SHX Text Fine to medium clayey sand, contains shell fragments, wet-green gray

AutoCAD SHX Text Fine to coarse silty sand, contains shell fragments, wet-green gray

AutoCAD SHX Text Boring Terminated at 33.53 m

AutoCAD SHX Text

SP- SM

AutoCAD SHX Text

AutoCAD SHX Text B1

AutoCAD SHX Text C1

AutoCAD SHX Text D1

AutoCAD SHX Text

YORKTOWN FORMATION

AutoCAD SHX Text

YORKTOWN FORMATION

AutoCAD SHX Text

YORKTOWN FORMATION

AutoCAD SHX Text

NORFOLK FORMATION

AutoCAD SHX Text

ALLUVIUM

AutoCAD SHX Text

ALLUVIUM

AutoCAD SHX Text -11.28

AutoCAD SHX Text -7.01

AutoCAD SHX Text -15.85

AutoCAD SHX Text -20.42

AutoCAD SHX Text -26.52

AutoCAD SHX Text -32.61

AutoCAD SHX Text -33.53

AutoCAD SHX Text 11.28

AutoCAD SHX Text 7.01

AutoCAD SHX Text 15.85

AutoCAD SHX Text 20.42

AutoCAD SHX Text 26.52

AutoCAD SHX Text 32.61

AutoCAD SHX Text 33.53

AutoCAD SHX Text

9+12+11+13 SPT

AutoCAD SHX Text

18+22+14+17 SPT

AutoCAD SHX Text

13+18+20+18 SPT

AutoCAD SHX Text

11+14+12+16 SPT

AutoCAD SHX Text

9+12+17+22 SPT

AutoCAD SHX Text

14+9+13+18 SPT

AutoCAD SHX Text

13+11+17+19 SPT

AutoCAD SHX Text

11+15+11+11 SPT

AutoCAD SHX Text

8+13+20+18 SPT

AutoCAD SHX Text

1+1+3+3 SPT

AutoCAD SHX Text

6+5+4+5 SPT

AutoCAD SHX Text

4+5+5+7 SPT

AutoCAD SHX Text

3+11+4+3 SPT

AutoCAD SHX Text

6+5+5+5 SPT

AutoCAD SHX Text

2+2+5+7 SPT

AutoCAD SHX Text WOR/610mm SPT

AutoCAD SHX Text

YORKTOWN FORMATION

AutoCAD SHX Text

YORKTOWN FORMATION

AutoCAD SHX Text

YORKTOWN FORMATION

AutoCAD SHX Text

ALLUVIUM

AutoCAD SHX Text

ALLUVIUM

AutoCAD SHX Text W=139.3%

AutoCAD SHX Text

TESTS

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

SAMPLING

AutoCAD SHX Text

STR- ATUM

AutoCAD SHX Text ELEV. (m)

AutoCAD SHX Text

CLASS.

AutoCAD SHX Text

STRATA DESCRIPTION

AutoCAD SHX Text DEPTH (m)

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

DATA

AutoCAD SHX Text Water

AutoCAD SHX Text

TESTS

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

SAMPLING

AutoCAD SHX Text

STR- ATUM

AutoCAD SHX Text ELEV. (m)

AutoCAD SHX Text

CLASS.

AutoCAD SHX Text

STRATA DESCRIPTION

AutoCAD SHX Text DEPTH (m)

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

DATA

AutoCAD SHX Text Water

AutoCAD SHX Text

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 Oct 21, 2024.