ATTACHMENT F - DWG V47 BREAKWATER PIER.pdf

PDF 23 MB Posted Mar 4, 2024

Attached to: Indefinite Delivery/ Indefinite Quantity (IDIQ), Multiple Award Construction Contract (MACC) for Design-Build (DB)/ Design-Bid-Build (DBB) Waterfront Construction Projects, Hampton Roads Area of Operations, Virginia
Solicitation number: N4008524R2545
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Mar 4, 2024

This document is an attachment to a federal solicitation for an indefinite delivery/indefinite quantity multiple award construction contract for waterfront construction projects in the Hampton Roads area of Virginia. The Navy's Naval Facilities Engineering Command seeks design-build and design-bid-build services for projects such as piers, wharves, breakwaters, and marine facilities. The solicitation includes all applicable attachments. The multiple award IDIQ contracts have no defined task orders and no defined total contract value, but will be used to complete waterfront projects over the next five years. Pricing will be established on individual task orders issued on either a fixed price or cost reimbursement basis. There are no set-aside provisions or stated incumbents. The response due date and anticipated award date are not provided in this attachment.

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File	Type	Posted
Amendment 0005.pdf	PDF	Jun 25, 2024
UPDATED ATTACHMENT E - V47 PRICE PROPOSAL FORM.docx	DOCX document	Jun 25, 2024
Amendment 0004.pdf	PDF	Jun 21, 2024
Amendment 0003.pdf	PDF	Apr 19, 2024
Attachment P - Amend Drawings - Updated.pdf	PDF	Apr 19, 2024
Attachment Q - Amend Specs.pdf	PDF	Apr 15, 2024
Amendment 0002.pdf	PDF	Apr 15, 2024
Attachment P - Amend Drawings.pdf	PDF	Apr 15, 2024
Amendment 0001.pdf	PDF	Mar 29, 2024
Attachment O - Site Visit Log.pdf	PDF	Mar 29, 2024
ATTACHMENT C - CONSTRUCTION AND DESIGN EXPERIENCE PROJECT.docx	DOCX document	Mar 4, 2024
Solicitation N4008524R2545.pdf	PDF	Mar 4, 2024
ATTACHMENT A - PPI LOG TEMPLATE.xlsx	XLSX spreadsheet	Mar 4, 2024
ATTACHMENT E - V47 PRICE PROPOSAL FORM.docx	DOCX document	Mar 4, 2024
Attachment M- V-47 Breakwater Pier Site Photo.pdf	PDF	Mar 4, 2024
ATTACHMENT B - PIEE VENDOR ACCESS INSTRUCTIONS.pdf	PDF	Mar 4, 2024
ATTACHMENT G- SPECS V47 BREAKWATER PIER.pdf	PDF	Mar 4, 2024
ATTACHMENT J - SPECS APP C.pdf	PDF	Mar 4, 2024
ATTACHMENT H- SPECS - APP A.pdf	PDF	Mar 4, 2024
Attachment K - SECNAV 5512.pdf	PDF	Mar 4, 2024
Attachment L - ODP Badge Access Request.xls	XLS spreadsheet	Mar 4, 2024
Attachment N- Base Map.pdf	PDF	Mar 4, 2024
ATTACHMENT I - SPECS APP B.pdf	PDF	Mar 4, 2024
ATTACHMENT D- PAST PERFORMANCE QUESTIONNAIRE.docx	DOCX document	Mar 4, 2024

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V-47 BREAKWATER PIER

NAVAL STATION NORFOLK ~ NORFOLK, VIRGINIA

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND ~ MID-ATLANTIC

NORTH

LOCATION MAP

SCALE: 1" = 2000'

VICINITY MAP

SCALE: NONE

PROJECT

LOCATION

NORFOLK, VIRGINIA

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

V -4

R E

A K

W A

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A V

A L

N N

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1605379

N/A

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EJA

DSN

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N G

S C

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-A

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N T

D C

B L

N A

V A

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O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

ROSS HEMPEL

12/19/2023

UNCLASSIFIED

NC FIRM LICENSE NO. F-0105

NAVAL ARCH & ENGR DEPUTY DIRECTOR

NSWC CARDEROOCK DIVISION

CHESAPEAKE

CHESAPEAKE BAY

BRANCH

SOUTHERN

NANSEMOND RIVER

WESTERN

PORTSMOUTH

U.S. NAVAL

NORFOLK

ELIZABETH RIVER

BRANCH

NORFOLK NAVAL

SHIPYARD

CRANEY ISLAND

NAVY DEPOT

EASTERN BRANCH

AIR STATION

WILLOUGHBY

BAY

VIRGINIA

BEACH

NORTH

PROJECT SITE

U.S. NAVAL STATION

SEWELLS POINT

LITTLE CREEK

U.S. NAVAL

AMPHIBIOUS BASE

0 4000'2000'

NEK

BA TNT2 MEW

12869677

G-001

AS NOTED

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

V -4

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N/A

JBH/IAS

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N G

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CHIEF ENG/ARCH

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ROSS HEMPEL

12/19/2023

UNCLASSIFIED

NC FIRM LICENSE NO. F-0105

NAVAL ARCH & ENGR DEPUTY DIRECTOR

NSWC CARDEROOCK DIVISION

INDEX OF DRAWINGS

INDEX NO. SHEET NO. SHEET TITLE

GENERAL

1 G-001 TITLE SHEET

2 G-002 INDEX OF DRAWINGS

3 G-003 GENERAL NOTES AND ABBREVIATIONS

4 G-101 GENERAL ARRANGEMENT PLAN

GEOTECHNICAL

5 B-101 GEOTECHNICAL INVESTIGATIONS PLAN

6 B-601 BORING LOGS - SHEET 1 OF 2

7 B-602 BORING LOGS - SHEET 2 OF 2

SURVEY

9 V-101 EXISTING CONDITIONS PLAN

CIVIL

10 C-101 OVERALL SITE PLAN

11 C-501 CIVIL DETAILS

STRUCTURAL

14 S-001 STRUCTURAL NOTES

15 S-002 STRUCTURAL NOTES, LEGEND, AND ABBREVIATIONS

SD101 DEMOLITION PLAN AND SECTION17

S-101 PILE PLAN18

S-102 DECK PLAN19

S-301 TYPICAL SECTIONS - SHEET 1 OF 220

S-302 TYPICAL SECTIONS - SHEET 2 OF 221

S-303 SUBSTATION PLATFORM SECTION22

S-501 PRESTRESSED CONCRETE SHEET PILE DETAILS23

S-502 PRESTRESSED CONCRETE PILE DETAILS24

S-503 PIER SLAB AND PILE CAP DETAILS25

S-504 APPROACH SLAB DETAILS26

S-505 SUBSTATION PLATFORM DETAILS27

S-506 MOORING HARDWARE DETAILS28

S-507 FENDER SYSTEM AND CONCRETE PILE CAP DETAILS29

S-508 EXPANSION JOINT, WALE, AND TIE ROD DETAILS30

S-509 LADDER DETAILS31

S-510 MISCELLANEOUS DETAILS32

S-511 GUARDRAIL AND STAIR RAILING DETAILS33

S-601 PILE SCHEDULES

ELECTRICAL

E-001 ELECTRICAL NOTES, ABBREVIATIONS AND LEGEND35

E-101 ELECTRICAL SITE PLAN - LANDSIDE36

E-102 ELECTRICAL SITE PLAN - PIER37

E-103 ELECTRICAL SITE PLAN - GROUNDING38

E-401 ENLARGED PLAN - ELECTRICAL SERVICE39

E-501 ELECTRICAL DETAILS - SERVICE EQUIPMENT AND PEDESTAL40

E-502 ELECTRICAL DETAILS - GROUNDING AND DUCTBANK41

E-503 GROUNDING DETAILS - SHEET 1 OF 242

E-504 GROUNDING DETAILS - SHEET 2 OF 243

E-701 ELECTRICAL ONE-LINE DIAGRAM AND SCHEDULES

MECHANICAL

M-001 MECHANICAL NOTES, ABBREVIATIONS AND LEGEND

M-101 MECHANICAL SITE PLAN

M-102 MECHANICAL SITE PLAN - PIER

M-501 MECHANICAL DETAILS

E-702 TELECOM EQUIPMENT ENCLOSURE - EQUIPMENT AND WIRING LAYOUT

NAVFAC

DRAWING

NO.

12869677

12869678

12869679

12869680

12869681

12869682

12869683

12869685

12869686

12869687

12869690

12869691

12869693

12869694

12869695

12869696

12869697

12869698

12869699

12869700

12869701

12869702

12869703

12869704

12869705

12869706

12869707

12869708

12869709

12869710

12869711

12869712

12869713

12869714

12869715

12869716

12869717

12869718

12869719

12869720

12869722

12869723

12869724

12869725

12869721

S-003 SUGGESTED SEQUENCE OF CONSTRUCTION12869692

8 V-001 SURVEY LEGEND AND NOTES12869684

12 C-502 FENCING DETAILS12869688

13 C-503 PAVEMENT MARKING DETAILS12869689

M-502 MECHANICAL DETAILS12869726 50

NEK

BA TNT2 MEW

12869678

G-002

NAVAL STATION LOW WATER DATUM (SLWD)

STA EL 0.00' = NOAA -1.00'

MLLW: MEAN LOWER LOW WATER

STA EL 1.00' = NOAA 0.00'

MLW: MEAN LOW WATER

STA EL 1.12' = NOAA 0.12'

NORTH AMERICAN VERTICAL DATUM

(NAVD 88)

MHW: MEAN HIGH WATER

STA EL 3.55' = NOAA 2.55'

MHHW: MEAN HIGHER HIGH WATER

STA EL 3.76' = NOAA 2.76'

NATIONAL GEODETIC VERTICAL DATUM

(NGVD) 1972 ADJUSTMENT

GENERAL NOTES:

1. IN THE EVENT OF A CONFLICT BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, THE SPECIFICATIONS MUST TAKE PRECEDENCE.

CONTRACTOR MUST VERIFY INFORMATION GIVEN HERE WITH SPECIFICATIONS AND OTHER DOCUMENTS AND BRING ANY CONFLICTS TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE BEGINNING AFFECTED WORK. THE CONTRACTING OFFICER WILL RESOLVE ANY

SUCH CONFLICT.

2. NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS.

3. ALL WORK MUST CONFORM TO THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.

4. ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED.

5. THE CONTRACTOR MUST ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL PROTECTION STANDARDS, LAWS

AND REGULATIONS.

6. THE CONTRACTOR MUST KEEP COPIES OF ALL ENVIRONMENTAL PERMITS AND LICENSES ON SITE DURING CONSTRUCTION.

7. THE CONTRACTOR MUST BE RESPONSIBLE FOR ALL NAVFAC, EM 385-1-1 AND OSHA SAFETY PRECAUTIONS. METHOD OF DEMOLITION, CONSTRUCTION AND ERECTION OF STRUCTURE ARE THE RESPONSIBILITY OF THE CONTRACTOR.

8. PRIOR TO START OF CONSTRUCTION THE CONTRACTOR MUST CHECK THE DRAWINGS AGAINST THE WORK SITE AND NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DISCREPANCIES IN DIMENSIONS OR SITE CONDITIONS. THE CONTRACTOR MUST NOT BEGIN CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED BY THE CONTRACTING OFFICER.

9. FIELD VERIFY ALL FEATURES, DIMENSIONS, AND ELEVATIONS PRIOR TO FABRICATION OF ASSEMBLIES OR CONSTRUCTION. SEE THE CONTRACT DRAWINGS FOR THE SIZE AND LOCATION OF ALL OPENINGS, VERIFYING SIZE AND LOCATION OF ALL ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION OPENINGS WITH THE RESPECTIVE SUBCONTRACTOR, AS WELL AS COORDINATING ALL ATTACHMENTS FOR THE USE OF OTHER TRADES. THE CONDITIONS SHOWN ON THESE DRAWINGS ARE BASED ON AVAILABLE EXISTING DATA. NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES BEFORE BEGINNING THE AFFECTED WORK.

10. THE LOCATION AND SIZE OF THE EXISTING UTILITIES SHOWN ON THE CONTRACT DRAWINGS ARE APPROXIMATE, THE FOLLOWING MUST

BE PERFORMED:

A. VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES WITHIN THE WORK AREA PRIOR TO CONSTRUCTION.

B. EXERCISE EXTREME CAUTION WHEN WORKING ADJACENT TO EXISTING LINES TO PREVENT DAMAGE TO THESE LINES.

C. IMMEDIATELY REPAIR ANY DAMAGE TO THE EXISTING UTILITIES RESULTING FROM CONSTRUCTION.

D. MAINTAIN UTILITIES IN ACTIVE OPERATION AT ALL TIMES. INSTALL, TEST AND MAKE FULLY OPERATIONAL PERMANENT OR

TEMPORARY BEFORE EXISTING UTILITIES ARE DISCONNECTED.

11. ALL ELEVATIONS PROVIDED ON THE DRAWINGS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAVD88), UNLESS

OTHERWISE NOTED.

12. HORIZONTAL DATUM IS BASED ON THE VIRGINIA STATE PLANE COORDINATES, VIRGINIA SOUTH NAD 83/93.

13. LINES AND GRADES: ELEVATION DATUM AND CONSTRUCTION BASELINE MUST BE ESTABLISHED AND MAINTAINED BY THE CONTRACTOR.

14. THE CONTRACTOR MUST ENSURE THAT ALL PIPES, CATCH BASINS, MANHOLES, SWALES, ETC. WITHIN AND NEAR THE AREA OF WORK ARE KEPT FREE FROM MATERIAL THAT WOULD HAMPER THE PERFORMANCE OF THE DRAINAGE SYSTEMS. UPON COMPLETION OF THE CONSTRUCTION, REMOVE ACCUMULATED SEDIMENT, DISPOSE OF ALL UNSUITABLE OR EXCESS EXCAVATED MATERIALS AWAY FROM THE

NAVAL STATION AT A LEGAL DISPOSAL SITE APPROVED FOR SUCH MATERIALS.

15. THE CONTRACTOR MUST PLACE SEDIMENT CONTROL DEVICES AND OTHER DEVICES AS NECESSARY TO PREVENT CONSTRUCTION MATERIALS FROM ENTERING THE WATER AND LEAVING THE IMMEDIATE VICINITY OF THE SITE. THE CONTRACTOR MUST BE RESPONSIBLE

FOR CLEAN-UP OF ANY MATERIALS DEPOSITED OUTSIDE THE WORK AREA.

16. THE CONTRACTOR MUST BE RESPONSIBLE FOR THE MAINTENANCE OF THE CONSTRUCTION SITE AND THE AREAS OF WORK WHILE PERFORMING THE WORK OF THIS CONTRACT. CONSTRUCTION DEBRIS MUST BE REMOVED FROM THE CONSTRUCTION SITE ON A DAILY

BASIS. NO BURNING OF DEBRIS MUST BE PERMITTED.

17. ALL DEMOLITION MATERIAL, EXCESS EXCAVATION MATERIAL, AND ALL UNSUITABLE MATERIAL MUST BE HAULED OFF-SITE AND PROPERLY

DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL LAW.

18. THE CONTRACTOR MUST UTILIZE WET METHODS OR PROVIDE SUFFICIENT LOCAL EXHAUST VENTILATION WHEN DRILLING, CUTTING, OR

OTHERWISE PENETRATING CONCRETE TO REDUCE AIRBORNE CONCENTRATIONS OF SILICA.

19. THE CONTRACTOR MUST ENSURE PAINTS AND COATINGS ON METAL STRUCTURES ARE SCALED BACK TO A MINIMUM OF 4" PRIOR TO

PERFORMING WELDING OPERATIONS.

20. CONTRACTOR INITIATED CHANGES MUST BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES ONLY SHOWN ON SHOP DRAWINGS MUST NOT SATISFY THIS REQUIREMENT.

21. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED MUST BE SUPERVISED BY THE MANUFACTURER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS

PREPARED BY THE MANUFACTURER.

22. CONTRACTOR MUST TEMPORARILY BRACE INCOMPLETE PARTS OF THE STRUCTURE UNTIL SUCH TIME AS EACH ELEMENT AS A WHOLE IS

COMPLETE.

23. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE CONTRACTING OFFICER. THESE ITEMS MUST FIRST BE VERIFIED, REVIEWED, AND STAMPED BY THE CONTRACTOR PRIOR TO DELIVERY TO THE CONTRACTING OFFICER.

24. FOR CONSTRUCTION GENERAL ARRANGEMENT AND WORK LIMITS OF PROJECT SITE, SEE SHEET G-101.

DEMOLITION, REMOVAL AND STORAGE:

1. DEMOLITION WORK MUST BE IN ACCORDANCE WITH THE PLANS AND PROJECT SPECIFICATIONS. DEMOLITION PLANS INCLUDED FOR EACH

DISCIPLINE ARE LIMITED TO THAT SPECIFIC DISCIPLINE AND NOT ALL ENCOMPASSING.

2. NECESSARY PRECAUTIONS MUST BE TAKEN TO ENSURE THAT ADJACENT STRUCTURES ARE PROTECTED DURING DEMOLITION.

3. PARTIAL DEMOLITION OF EXISTING CONCRETE MUST BE AS INDICATED. RUBBISH AND DEBRIS MUST BE COLLECTED AND REMOVED FROM

GOVERNMENT PROPERTY AND DISPOSED OF AT A LEGAL OFF-SITE LANDFILL.

4. PERFORM BOTTOM DEBRIS SURVEY PRIOR TO ANY PILE INSTALLATION. REMOVE ALL EXISTING DEBRIS WITHIN THE FOOTPRINT OF THE

NEW STRUCTURE.

5. COLLECT AND DISPOSE OF ALL CONSTRUCTION DEBRIS. DO NOT LET DEBRIS, CONCRETE, REMOVED ITEMS, ETC., FALL INTO THE WATER.

6. ALL DEBRIS THAT FALLS INTO THE WATER MUST BE RETRIEVED AND DISPOSED OF PROPERLY.

7. DEMOLITION MUST BE ACCOMPLISHED IN A MANNER THAT MEETS ALL FEDERAL/STATE/LOCAL REGULATIONS AND PERMIT REQUIREMENTS

AND DOES NOT DIMINISH THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE.

8. ALL EXPOSED REINFORCING STEEL AND ANCHOR RODS FOR DEMOLISHED CONCRETE MUST BE GROUND SMOOTH. APPLY COATING ON

THE BARE METAL WITH ZINC RICH PRIMER.

NAVAL BASE

NORFOLK, VIRGINIA

DIAGRAM OF DATUM PLANE

VERTICAL CONTROL

[*2001 EPOCH]

(NOT TO SCALE)

NOTE: "DIAGRAM OF DATUM PLANE", PROVIDED ABOVE SERVES ONLY TO PROVIDE RELATIVE

DIFFERENCES BETWEEN DATUMS TO AID IN DATUM CONVERSIONS. THIS INFORMATION IS

NOT INTENDED TO IMPLY TIDAL ELEVATIONS OR TIDAL RANGES.

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SCALE:

CONSTR. CONTR. NO.

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S Y

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C R

O N

D A

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

V -4

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N/A

JBH/IAS

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

ROSS HEMPEL

12/19/2023

UNCLASSIFIED

NC FIRM LICENSE NO. F-0105

NAVAL ARCH & ENGR DEPUTY DIRECTOR

NSWC CARDEROOCK DIVISION

B6 S-506

GENERAL SYMBOLS

EXTERIOR ELEVATION INDICATORSECTION CUT INDICATOR

PHOTOGRAPH INDICATOR

VIEW NUMBER*

SHEET WHERE SECTION

IS SHOWN

TRUE NORTH DIRECTION

A1 S-601

A2 S-555

CALL-OUT INDICATOR

C3 S-555

DIRECTION OF VIEW

PHOTOGRAPH NUMBER*

SHEET WHERE

PHOTOGRAPH IS SHOWN

1 2 3 4 5

DRAWING AREA COORDINATE SYSTEM (DACS)

* VIEW NUMBER BASED ON THE (DACS) LOCATION OF THE LOWER LEFT EXTENTS OF THE VIEW ON THE REFERENCED SHEET. WHEN REFERENCING DRAWING INFORMATION BETWEEN SHEETS BOTH THE VIEW AND THE SHEET NUMBER MUST BE QUOTED TOGETHER - EITHER IN CALLOUT FORMAT AS SHOWN ABOVE OR IN THE

FORM "VIEW NO./SHEET NO.' (A1/C-501).

1 2 3 4 5

A1 A2 A3 A4 A5

B1 B2 B3 B4 B5

C1 C2 C3 C4 C5

D1 D2 D3 D4 D5

VIEW NUMBER*

SHEET WHERE

VIEW IS SHOWN

INDICATES DIRECTION

OF VIEW

VIEW NUMBER*

SHEET WHERE ELEVATION

IS SHOWN

DRAWING AREA

SCALE: 1 1/2" = 1'-0"

VIEW TITLEC2 REF SHEET

BACK REFERENCE AS REQUIRED,

WERE VIEW IS FROM

PLAN

NORTH

SCALE: NTS

PLAN TITLE

REF SHEET

BACK REFERENCE AS REQUIRED,

WERE VIEW IS FROM

EROSION CONTROL NOTES

1. EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SPECIFICATIONS

AND THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH), WHEN THE HANDBOOK CONFLICTS WITH THE

SPECIFICATIONS, THE SPECIFICATIONS TAKE PRECEDENCE.

2. TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DENUDED AREAS WITHIN 14 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION MUST BE APPLIED WITHIN 14 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 21 DAYS. PERMANENT STABILIZATION MUST BE APPLIED WITHIN 14 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT ARE TO BE LEFT DORMANT FOR MORE

THAN 21 DAYS.

3. DURING CONSTRUCTION OF THE PROJECT, TEMPORARY SOIL STOCK PILES AND BORROW AREAS MUST BE STABILIZED OR PROTECTED WITH AN APPROPRIATE SEDIMENT CONTROL MEASURE. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES BOTH ON SITE AS WELL AS AT OFF-SITE

BORROW AND DISPOSAL AREAS.

4. STABILIZATION MEASURES MUST BE APPLIED TO EARTHEN STRUCTURES SUCH AS SLOPES, DIKES, AND DIVERSIONS

IMMEDIATELY AFTER INSTALLATION.

5. EROSION AND SEDIMENT CONTROL DEVICES MUST BE CONSTRUCTED AND INSTALLED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND MUST BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.

6. UNDERGROUND UTILITY LINES, MUST BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO

OTHER APPLICABLE CRITERIA:

A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.

B. EXCAVATED MATERIAL MUST BE PLACED ON THE UPHILL SIDE OF TRENCHES WHENEVER POSSIBLE.

C. EFFLUENT FROM DEWATERING OPERATIONS MUST BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS

OR OFF-SITE PROPERTY.

D. LESS THAN ONE ACRE OF LAND DISTURBANCE MUST BE MAINTAINED AT ANY TIME. DISTURBED LAND WHERE WORK HAS

BEEN COMPLETED MUST BE STABILIZED ON A DAILY BASIS.

E. RESTABILIZATION MUST BE IN ACCORDANCE WITH THE ABOVE NOTES.

7. CONTRACTOR MUST DESIGN, INSTALL AND MAINTAIN POLLUTION PREVENTION MEASURES TO:

A. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER

WASH WATERS;

B. MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING PRODUCTS, CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE, AND OTHER MATERIALS PRESENT

ON-SITE TO PRECIPITATION AND TO STORMWATER;

C. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM SPILLS AND LEAKS AND IMPLEMENT CHEMICAL SPILL AND LEAK

PREVENTION AND RESPONSE PROCEDURES;

D. PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT OF CONCRETE;

E. PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE

OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS; AND

F. PROHIBIT THE DISCHARGE OF FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND

MAINTENANCE.

8. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVEMENT/ ROADS, PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED SURFACE, THE PAVEMENT MUST BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT MUST BE REMOVED BY

SHOVELING OR SWEEPING AND TRANSPORTED TO A DISPOSAL AREA.

9. THE CONTRACTOR MUST INSPECT THE EROSION CONTROL MEASURES AT LEAST ONCE IN EVERY TWO WEEK PERIOD AND AFTER EACH RUNOFF- PRODUCING STORM EVENT. DEFICIENCIES MUST BE CORRECTED IMMEDIATELY.

10. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BY THE CONTRACTING OFFICER IF DEEMED NECESSARY.

11. ALL EROSION CONTROL DEVICES MUST BE IN PLACE AND FUNCTIONAL AT ALL TIMES AND IF REMOVED FOR CONSTRUCTION

PROGRESS, MUST BE REPLACED BY THE CLOSE OF EACH WORK DAY.

12. FINAL REMOVAL OF EROSION CONTROL DEVICES MUST NOT OCCUR UNTIL THE CONTRACTING OFFICER DEEMS THE SITE

STABILIZED.

13. THE CONTRACTOR IS RESPONSIBLE FOR THE OFF-SITE DISPOSAL AND STABILIZATION OF EXCESS SOIL IN ACCORDANCE WITH VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. AN EROSION CONTROL PLAN MUST BE SUBMITTED BY THE CONTRACTOR TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO ANY LAND DISTURBING ACTIVITIES AT ANY OFF-SITE DISPOSAL AREAS. THE SOIL MUST BE SPREAD, FERTILIZED, SEEDED AND MULCHED.

ALL EROSION CONTROL REQUIREMENTS LISTED ABOVE MUST BE FOLLOWED.

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BUILDING V121

X X

SD SD SD

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2 3 4 5

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

V -4

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N/A

JBH/IAS

R E

A K

W A

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A V

A L

N N

O R

N O

, V

1605379

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

ROSS HEMPEL

12/19/2023

UNCLASSIFIED

NC FIRM LICENSE NO. F-0105

NAVAL ARCH & ENGR DEPUTY DIRECTOR

NSWC CARDEROOCK DIVISION

PLAN

NORTH

SCALE: 1" = 60'

GENERAL ARRANGEMENT PLAN

V47 BREAKWATER PIER,

SEE SHEETS C-101,S-101, & S-102

EXIST. TIMBER SCREEN

EXIST. FLOATING DOCK

EXIST. BOAT RAMP

EXIST. BOAT HOUSE

EXIST. STORM WATER

OUTFALLS, TYP

EXIST. FLOATING DOCK

EDGE OF

EXIST. WHARF

EXIST. GUARDRAIL, TYP

EXIST. CONC PAVEMENT

WILLOUGHBY BAY

AREA OF SELECT DEMO,

SEE SHEET SD101

GENERAL SHEET NOTES:

1. FOR GEOTECHNICAL INVESTIGATIONS PLAN, SEE SHEET B-101.

2. FOR EXISTING CONDITIONS PLAN, SEE SHEET V-101.

3. LOCATE NORTHERN EDGE OF 30' SECURITY GATE 45 FEET SOUTH

OF THE FACE OF HORNET STREET BULKHEAD. REMOVE PORTIONS

OF EXISTING SECURITY FENCE WHERE THE SECURITY GATE IS

LOCATED. MAINTAIN EXISTING FENCE POSTS NORTH AND SOUTH

OF 30' SECURITY GATE LOCATION. CONNECT CHAINLINK FENCE

FABRIC FROM EXISTING FENCE POSTS TO NEW GATE POSTS PER

B1/C-502

4. GATE AND ALL APPURTENANCES MUST BE REMOVED BY

CONTRACTOR AT THE COMPLETION OF CONSTRUCTION.

DEMOLISH GATE POSTS AND FOUNDATION 3" MINIMUM BELOW

GRADE, AND REPAIR HOLE WITH VDOT STANDARD A4.0

CONCRETE.

5. REMOVE BOLTS AND ALL ATFP FENCING OVERHANG AND

APPURTENANCES AT THE COMPLETION OF CONSTUCTION. FILL

HOLES IN CONCRETE SURFACE WITH GROUT.

6. GATE AND ALL APPURTENANCES MUST BE REMOVED BY

CONTRACTOR AT THE COMPLETION OF CONSTRUCTION.

DEMOLISH GATE POSTS AND FOUNDATION 3" MINIMUM BELOW

GRADE, AND REPAIR HOLE WITH VDOT STANDARD A4.0

CONCRETE. NEW FENCING MUST BE INSTALLED IN THE GATE

LOCATION TO REESTABLISH CLOSED FENCELINE IN THE

PRE-CONSTRUCTION CONDITION .

120'0 60'

EXISTING PILE CAP

EXISTING HANDRAIL

CONTRACTOR

ACCESS,

PARKING AND

MATERIAL

STORAGE AREA

EXISTING CONTRACTOR

PERSONNEL ENTRANCE GATE

EXISTING VEHICLE

GATE

V 47

BUILDING

V 29

BUILDING

V 53

BUILDING

V 52

BUILDING

EXISTING

SECURITY FENCE

AIRFIELD FENCE

100.00'

A1 C-503

TEMPORARY

SECURITY FENCE

B1 C-502

30' CONTRACTOR

WEST ACCESS

SECURITY GATE

SEE NOTE 6

B1 C-502

30' CONTRACTOR

EAST ACCESS

SECURITY GATE

SEE NOTE 4

NO KTR MOORING / BERTHING ALONG NORTH BULKHEAD

400' ±, NO KTR MOORING / BERTHING KTR MOORING / BERTHING PERMITTED ALONG SOUTH BULKHEAD

CONTRACTOR WORK RESTRICTIONS:

1. FOR AREAS WHERE CONTRACTOR MOORING / BERTHING IS

RESTRICTED, SEE THIS SHEET.

2. LIVE LOAD RESTRICTED TO 100 PSF WITHIN 20 FEET OF THE

EXISTING BUILKHEAD.

3. NO TEMPORARY STOCKPILING OF ANY MATERIALS IS PERMITTED

WITHIN 20 FEET OF EXISTING BULKHEAD.

4. CRANE BOOMS MUST BE LOWERED WHEN CONTRACTOR

PERSONNEL ARE NOT WORKING ONSITE AND FROM SUNSET TO

SUNRISE, UNLESS PRE-APPROVED BY CHAMBERS FIELD AIR

OPERATIONS.

C-503 SEE NOTE 5

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12869680

G-101

AS NOTED

KTR IN-WATER WORK AREA

400'±

5'±MOORING/BERTHING PERMITTED

WITHIN WORK AREA DURING

PERIODS OF IN-WATER WORK.

NO KTR MOORING / BERTHING ALONG

THIS PORTION OF WEST BULKHEAD.

BUILDING V121

WB-2 WB-5

WB-6WB-4WB-3

20B-01

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1 2 3 4 5

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CONSTR. CONTR. NO.

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

V -4

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N/A

JBH/IAS

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

ROSS HEMPEL

12/19/2023

UNCLASSIFIED

NC FIRM LICENSE NO. F-0105

NAVAL ARCH & ENGR DEPUTY DIRECTOR

NSWC CARDEROOCK DIVISION

GENERAL SHEET NOTES:

1. GEOTECHNICAL BORING LOGS WERE PROVIDED BY GET SOLUTIONS,

INC. IN THE "REPORT OF SUBSURFACE EXPLORATION AND

GEOTECHNICAL SERVICES", DATED FEBRUARY 15, 2021. FOR BORING

LOGS SEE B-601 AND B-602.

2. HYDROGRAPHIC SURVEY CONDUCTED BY NAVY IN MARCH 2015.

DEPTH OF SOUNDINGS SHOWN HEREIN ARE IN FEET AND REFER TO

NOAA MEAN LOWER LOW WATER (MLLW) DATUM.

BORING LOCATION, TYP,

SEE NOTE 1

PLAN

NORTH

SCALE: 1" = 60'

GEOTECHNICAL INVESTIGATIONS PLAN

G-101

EXIST. TIMBER SCREEN

EXIST. FLOATING DOCK

EXIST. BOAT RAMP

EXIST. BOAT HOUSE

EXIST. STORM WATER

OUTFALLS, TYP

EXIST. FLOATING DOCK

EDGE OF

EXIST. WHARF

EXIST. GUARDRAIL, TYP

EXIST. CONC PAVEMENT

WILLOUGHBY BAY

V47 BREAKWATER PIER

HYDROGRAPHIC SPOT

ELEV, TYP, SEE NOTE 2

120'0 60'

EXISTING PILE CAP

EXISTING HANDRAIL

FAD

WBE TNT2 MEW

12869681

B-101

:\N O

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: M on da y, F eb ru ar y

, 2

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9p m

tt ho m ps on

1 2 3 4 5

D E

P A

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G S

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M A

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

O N

D A

P P

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

V -4

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N/A

JBH/IAS

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

ROSS HEMPEL

12/19/2023

UNCLASSIFIED

NC FIRM LICENSE NO. F-0105

NAVAL ARCH & ENGR DEPUTY DIRECTOR

NSWC CARDEROOCK DIVISION

GENERAL SHEET NOTE:

FOR APPROXIMATE BORING LOCATIONS, SEE SHEET B-101.

FAD

WBE TNT2 MEW

12869682

- S

O F

B-601

:\N O

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L ay ou t1 P

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, 2

- 4 :2

9p m

tt ho m ps on

1 2 3 4 5

D E

P A

E N

T O

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Y N

A V

A L

E N

E E

G S

Y S

S C

O M

M A

N D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

O N

D A

P P

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

V -4

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N/A

JBH/IAS

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

ROSS HEMPEL

12/19/2023

UNCLASSIFIED

NC FIRM LICENSE NO. F-0105

NAVAL ARCH & ENGR DEPUTY DIRECTOR

NSWC CARDEROOCK DIVISION

GENERAL SHEET NOTE:

FOR APPROXIMATE BORING LOCATIONS, SEE SHEET B-101.

FAD

WBE TNT2 MEW

12869683

- S

O F

B-602

EXISTING SITE NOTES

LEGEND

HPS

SURVEY NOTES

EXISTING UTILITY NOTES

EXISTING STORM SCHEDULE

COMMUNICATIONS SCHEDULE

EXISTING UTILITY SCHEDULE

TBM

EXISTING ELECTRICAL &

W W

E E

:\N O

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Br ea kw at er P ie r\P

-1

-V

-0

.d wg

: M on da y, F eb ru ar y

, 2

- 5

:0 9p m U

b el lis

2 3 4 5

1 2 3 4 5

D E

P A

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Y N

A V

A L

E N

E E

G S

Y S

S C

O M

M A

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

O N

D A

P P

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

V -4

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N/A

JBH/IAS

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

ROSS HEMPEL

12/19/2023

UNCLASSIFIED

NAVAL ARCH & ENGR DEPUTY DIRECTOR

NSWC CARDEROOCK DIVISION

DLB

ALB ALB WBE

12869684

V-001

W W W W

W W

WWWWWWW

W W

E E

W W

W E

E C

O M

M C

O M

M C

O M

E W WW W W

E E

E E E E E E

E E

TBM #1

X X

A A

W W

WSD SD SD

:\N O

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_A ct ive

Br ea kw at er P ie r\P

-1

-V

-1

.d wg

L ay ou t1 P

: M on da y, F eb ru ar y

, 2

- 5 :0

9p m

b el lis

2 3 4 5

1 2 3 4 5

D E

P A

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T O

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A V

Y N

A V

A L

E N

E E

G S

Y S

S C

O M

M A

N D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

O N

D A

P P

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

V -4

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N/A

JBH/IAS

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

ROSS HEMPEL

12/19/2023

UNCLASSIFIED

NAVAL ARCH & ENGR DEPUTY DIRECTOR

NSWC CARDEROOCK DIVISION

PLAN

NORTH

SCALE:1" = 30'

EXISTING CONDITIONS PLAN

G-101

EXIST. STORM WATER

OUTFALLS, TYP

EXIST. GUARDRAIL, TYP

EXIST. CONC PAVEMENT

GENERAL SHEET NOTE:

1. HYDROGRAPHIC SURVEY CONDUCTED BY NAVY IN MARCH 2015. DEPTH

OF SOUNDINGS SHOWN HEREIN ARE IN FEET AND REFER TO THE NOAA

MEAN LOWER LOW WATER (MLLW) DATUM.

2. SEE V-001 FOR SURVEY NOTES AND ABBREVIATIONS.

WILLOUGHBY BAY

HYDROGRAPHIC SPOT

ELEV, TYP, SEE NOTE 1

60'0 30'

EDGE OF

EXIST. WHARF

EXISTING PILE CAP

EXISTING HANDRAIL

SECURITY FENCE

SLIDING GATE

8" WATER

STORM DRAIN

PIPING, TYP

UNDERGROUND

COMMUNICATION,

TYP

UNDERGROUND

ELECTRIC, TYP

UNDERGROUND

COMPRESSED

AIR, TYP

1.5" WATERFIRE HYDRANT

#2137

FIRE HYDRANT

#2161

FIRE HYDRANT

#2139

FIRE HYDRANT

#2140

FIRE HYDRANT

#2132

PERSONNEL

GATE

PERSONNEL GATE

DLB

ALB ALB WBE

12869685

V-101

W W W W W W W W W W W W W W W W W W

A A

W W

WWWWWWWWWWWW

W W

W W W

W W

A A

W W

WWWWWWW

W W

E E

W W

W E

E C

O M

M C

O M

M C

O M

E W WW W W

E E

E E E E E E

E E

A A

W W

WSD SD SD

PLAN

NORTH

:\N O

\c ad d\

_A ct ive

Br ea kw at er P ie r\P

-1

-C

-1

.d wg

L ay ou t1 P

: M on da y, F eb ru ar y

, 2

- 5 :1

0p m

b el lis

2 3 4 5

1 2 3 4 5

D E

P A

E N

T O

E N

A V

Y N

A V

A L

E N

E E

G S

Y S

S C

O M

M A

N D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

O N

D A

P P

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

V -4

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N/A

JBH/IAS

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

ROSS HEMPEL

12/19/2023

UNCLASSIFIED

NAVAL ARCH & ENGR DEPUTY DIRECTOR

NSWC CARDEROOCK DIVISION

FACE OF EXIST. BULKHEAD

EXIST. SHEET PILE BULKHEAD BELOW

EXIST. CONC

PAVEMENT

EXIST. HANDRAIL, TYP

MARINA DISTRIBUTION SUBSTATION &

PLATFORM, SEE ELECTRICAL DRAWINGS

MARINA PEDESTAL 5MARINA PEDESTAL 4

MARINA PEDESTAL 1

MARINA PEDESTAL 3

1. 1 1/2" SCHEDULE 40 PVC WATER LINE IN UTILITY TRENCH ON PIPE

SUPPORT. SEEUTILITY NOTES.

2. 3/4" SCHEDULE 40 PVC WATER LINE IN UTILITY TRENCH ON PIPE

SUPPORT. SEE UTILITY NOTES.

3. 1 1/2" x 3/4" REDUCING TEE.

4. 1 1/2" X 3/4" REDUCER.

5. 3/4" ELBOW AND VERTICAL POLYETHYLENE WATER LINE RISER

TO MARINA PEDESTAL. SEE B4 / E-501.

6. DUAL 3/4" STAINLESS STEEL HOSE BIBS WITH 1/4 TURN BALL

VALVES. SUBMIT ALL MATERIALS FOR APPROVAL. HOSE BIBS

MUST BE COMPATIBLE WITH APPROVED MARINE PEDESTAL. SEE

B4 / E-501.

7. 1 1/2" WATER LEVER OPERATED BALL VALVE LOCATED IN VALVE

VAULT. SEE C3 / C-501 FOR VAULT DETAIL AND PIPING

ORIENTATION. COMPRESSED AIR PIPING IS ALSO LOCATED IN

VAULT.

8. 1 1/2" DOMESTIC WATER PIPING. PROVIDE MINIMUM OF 2'-6" OF

COVER ON PIPE. SEE DETAILS B1 / C-501 AND B2 / C-501. LOCATE

PIPE IN SAME TRENCH WITH COMPRESSED AIR PIPING WHEN

PIPES ARE ADJACENT.

9. CONNECT TO EXISTING 1 1/2" COPPER WATER PIPING.

10. REMOVE EXISTING 1.5" WATER 90 DEGREE BEND AND INSTALL

1.5"x1.5" TEE CONNECTING EXISTING WATER SERVICE ON

RANGER AVENUE AND EXISTING SERVICE BRANCH TO

WATERFRONT PEDESTAL ALONG WITH 1.5" DOMESTIC WATER

SERVICE TO THE NORTH TO SERVE BREAKWATER PIER.

11. DOWNSTEAM OF VALVE ROUTE DOMESTIC WATER PIPE UP FROM

2'-6" OF COVER TO ENTER UTILITY TRENCH AT EDGE OF

STRUCTURAL SLAB. SEE A4 / S-503. AFTER ENTERING UTILITY

TRENCH TRANSFER PIPING MATERIAL TO PVC.

12. COMPRESSED AIR PIPING. SEE MECHANICAL

13. CONNECT TO EXISTING 8" WATER BY REMOVING SECTION OF

PIPE AND INSTALLING NEW 8" 45° BEND.

14. 8" 45° BEND

15. 8" HP NON-POTABLE FIRE MAIN OFFSET PIPING

16. DEMOLISH 8" WATER PIPING AFTER 8" HP NON-POTABLE FIRE

MAIN OFFSET PIPING IS INSTALLED

2 TYP

33 3

1 MARINA PEDESTAL 2

PLAN

NORTH

SCALE:1" = 60'

OVERALL SITE PLAN

G-101

TO PIER - SEE C1 / C - 101

FOR CONTINUATION

SCALE:1" = 10'

PIER PLANC1 G-101 0 20'10'

C-101 PIER PLAN

SEE WINTERIZATION NOTES

EXISTING 2" COMPRESSED AIR PIPING.

SEE MECHANICAL FOR COMPRESSED

AIR WORK

EXISTING 1 1/2"

WATER SERVICE

EXISTING 1 1/2"

WATER SERVICE

2 TYP

6 TYP OF 5

EXISTING 1 1/2"

WATER SERVICE

SEE OVERALL SITE PLAN

FOR CONTINUATION

C2 C-501

BOLLARD

x4, TYP

120'0 60'

EXIST. GUARD RAIL, TYP

GRASS GRASS

EXIST.

EXPANSION

JOINT

B4 C-501

ASPHALT

PAVEMENT

PATCH, TYP

EXIST. CONC

PAVEMENT

CONC. SLAB

SEE STRUCT

EXIST.

CRUMBLING

CONC

A3 C-501

CONCRETE PAVEMENT

REPAIR, TYP

SEE PAVEMENT NOTE

PAVEMENT NOTE:

SAWCUT AND DEMOLISH CONCRETE PAVING TO INSTALL

COMMUNICATIONS AND ELECTRICAL DUCTBANKS AND

MANHOLES INDICATED ON ELECTRICAL DRAWINGS.

PATCH PAVEMENT IN ACCORDANCE WITH DETAIL A3 /

C-501. PROVIDE CONTROL JOINTS IN THE CONCRETE

PATCH THAT ALIGN WITH JOINT PATTERN IN EXISTING

CONCRETE PAVEMENT. SEE A1 / C-501 FOR CONCRETE

JOINT DETAILS.

WORK NOTES: WINTERIZATION NOTES:

1. OPEN ALL DOCKSIDE WATER OUTLETS.

2. CLOSE WATER SUPPLY VALVE AT BUILDING.

3. CONNECT COMPRESSED AIR TO WATER SYSTEM AT

BUILDING.

4. BLOW WATER FROM PIPES.

5. LEAVE DOCKSIDE WATER OUTLETS OPEN.

6. DISCONNECT COMPRESSED AIR FROM WATER

SYSTEM.

7. PRIOR TO REUSING WATER SYSTEM, FLUSH WATER

SYSTEM THOROUGHLY.

UTILITY NOTES:

1. SUPPORT WATER PIPE IN UTILITY TRENCH WITH

GALVANIZED STEEL PIPE SUPPORTS SIZED AND

SPACED PER MANUFACTURER'S

RECOMMENDATIONS FOR SIZE OF PIPE INDICATED.

2. WHEN COMPRESSED AIR AND WATER PIPING MUST

CROSS WITHIN UTILITY TRENCH, WATER MUST

CROSS BENEATH THE COMPRESSED AIR PIPING.

3. OFFSET 8" NON-POTABLE FIRE MAIN UNDER

DUCTBANK. MAINTAIN MINIMUM OF 12" VERTICAL

SEPARATION.

2'- 0"

'-6

2'- 0"

14'-6"

42'-3 1/8"

PLAN

NORTH

SCALE:NTS

ENLARGED PLAN -

EXTENTS OF ASPHALT PAVEMENT PATCHA3 C-101

ELECTRICAL

PLATFORM

UTILITY

TRENCH

A3 C-501

CONCRETE PAVEMENT

REPAIR, TYP

SEE PAVEMENT NOTE

7'-11 1/2"

50'-6 3/4"±

A4 C-503

EXTENTS OF

FIRE LANE

A4 C-503

EXTENTS OF

FIRE LANE

A4 C-503

EXTENTS OF

FIRE LANE

120'

SEE G-101 FOR TEMPORARY FENCING

REQUIREMENTS

SEE UTILITY NOTE 3

DLB

BA TNT2 WBE

12869686

C-101

TOP OF EXIST

PAVEMENT

4'- 6"

4'- 0"

CROWN TOP OF

CONC FOR DRAINAGE

8"Ø SCH 80 GALV STL

PIPE, FILL W/ CONC &

COVER WITH SMOOTH

HDPE, YELLOW SLEEVE

1" CROWN

1'-6"Ø CONC FOOTING

#4/0 AWG BARE COPPER

GROUND CONDUCTOR

TO ADJACENT

BOLLARD/EQUIPMENT RACK

650 PSI FLEXURAL

STRENGTH CONC,

8" THICK

6" VDOT STD #57

AGGREGATE

BASE COURSE

#4 @ 14" O.C., EA WAY

SEE DETAIL A1 ON THIS SHEET FOR PAVEMENT JOINT

DETAILS.

COMPACTED SUBGRADE TO

95% STANDARD PROCTOR

MAX DRY DENSITY

12"

TYP

EXISTING PAVEMENT

2" VDOT STD. SURFACE COURSE -

TYPE SM-12.5D

TACK ASPHALT LAYERS & EDGES

8" VDOT STD. BASE COURSE -

TYPE BM-25

10" VDOT STD. AGGREGATE

TYPE I, GRADING 21A SUBBASE

COURSE

UTILITY OVER BEDDING, SEE PIPE

BEDDING DETAIL THIS SHEET

UNDISTURBED SUBGRADE

SAW CUT IN NEAT STRAIGHT LINES-BOTH SIDES

(PROTECT SAW EDGE FROM DAMAGE. REPAIR AS

NEEDED AT NO ADDITIONAL EXPENSE)

TRENCH WIDTH VARIES

COMPACTED SUITABLE MATERIAL

12"

TYP

12"

TYP

SEAL JOINT BETWEEN EXISTING PAVEMENT AND

PAVEMENT REPAIR WITH BITUMINOUS CAP SEAL IN

ACCORDANCE WITH VDOT STANDARDS

12"

TYP

EXISTING PAVEMENT

EXISTING REINFORCING

CHIP AWAY CONCRETE TO

EXPOSE 12" MINIMUM AND TIE

PAVEMENT REINFORCING TO

EXISTING

ASPHALT PAVEMENT REPAIR

CONC. PAVEMENT SECTION, SEE

DETAIL C1 THIS SHEET.

UTILITY OVER BEDDING, SEE PIPE

BEDDING DETAIL THIS SHEET

UNDISTURBED SUBGRADE

SAW CUT IN NEAT STRAIGHT LINES-BOTH SIDES

(PROTECT SAW EDGE FROM DAMAGE. REPAIR AS

NEEDED AT NO ADDITIONAL EXPENSE)

TRENCH WIDTH VARIES

COMPACTED BACKFILL MATERIAL

12"

TYP

CONCRETE PAVEMENT REPAIR

12" 12"

D/2 D D/2

1/10 D

MIN.

TRENCH WIDTH

PAVEMENT

COMPACTED

BACKFILL MATERIAL

UNDISTURBED

SUBGRADE

VARIES

FIN.GRADE

SEE PAVEMENT

PATCH DETAIL C1

FOR CONCRETE

AND A4 FOR

ASPHALT THIS

SHEET.

NOTE: DEPTH = 6", UNLESS OTHERWISE INDICATED.

VDOT STD. #57

AGGREGATE

PAINT AND OIL ONE

END OF DOWEL

EITHER ONE PIECE OR THREADED

SPLIT-TYPE SMOOTH 0.75"Ø x 1'-4" LG

DOWEL MAY BE USED @ 12" O/C

3"4" ± 3

FORMED BUTT JOINT

REINFORCING STEEL IS NOT

CARRIED THROUGH THE JOINT

JOINT SEALANT SEE

DETAIL B3 THIS SHEET

BOTH ENDS UNPAINTED

AND NOT OILED

EITHER ONE PIECE OR THREADED

SPLIT-TYPE SMOOTH 0.75"Ø x 1'-4" LG

DOWEL MAY BE USED @ 12" O/C

4" ± 3

FORMED BUTT JOINT

REINFORCING STEEL IS CARRIED

THROUGH THE JOINT

5'-0" MIN. 3/4" MIN

" 3"

REINFORCING STEEL IS NOT

CARRIED THROUGH THE JOINT

REINFORCING

STEEL

PAVEMENT OR OTHER

STRUCTURE

JOINT SEALANT SEE

DETAIL B3 THIS SHEET

12"

D/2 D

12"

D D/2

1/10 D

MIN.

TRENCH WIDTH

PAVEMENT

NOTE: DEPTH = 6", UNLESS OTHERWISE INDICATED.

VARIES,

TYP

12"

MIN

COMPACTED

BACKFILL

MATERIAL

UNDISTURBED

SUBGRADE

SEE PAVEMENT

PATCH DETAIL

C1 THIS SHEET

VDOT STD. #57

AGGREGATE

FINISHED

GRADE

TACK ASPHALT BETWEEN ALL LAYERS AND EDGES

2" VDOT STD. SURFACE COURSE MIX TYPE SM-12.5D

COMPACTED

SUBGRADE

8" VDOT STD. BASE COURSE MIX TYPE BM-25A

10" MIN VDOT STD. AGGREGATE SUBBASE COURSE

TYPE I, GRADING 21A

BITUMINOUS SEAL IN ACCORDANCE WITH VDOT

STANDARD WHEN ASPHALT ABUTS EXIST PAVEMENT

EXIST

PAVEMENT

3'- 0"

CAST IRON FRAME WITH 30"X30"

SOLID LID WITH SPRING ASSISTED

HINGES, CENTERED ON METER

PIPE SUPPORT15

3'-0"

12" MIN CORE WALL AND

PROVIDE MECHANICAL

LINK SEAL (TYPICAL).

3'-0"

REINFORCE CONCRETE WALLS, BASE

AND TOP.

1.5" BALL VALVE

#4 @ 12" O.C. TYP.#4 @ 12" O.C.

#4 @ 12" O.C.

#4 @ 9" O.C.

TYPICAL

#4 @ 9" O.C.

#4 @ 12" O.C., E.W., E.F. TYP.

#4 @ 9" O.C.

TYPICAL

(3) #4 @ 4" O.C.

FLOW FLOW

8" #57 AGGREGATE

1" 3"

(TYP)

1.5"

WATER

COMPRESSED AIR

PIPE AND VALVE.

SEE A4 / M-501

FLOW

COMPRESSED AIR

PIPE AND VALVE.

SEE A4 / M-501

1.5" BALL VALVE

1.5"

WATER

REINFORCING STEEL IS NOT

CARRIED THROUGH THE JOINT

REINFORCING

STEEL

5'-0" MIN.

EXISTING OR

NEW ASPHALT

JOINT SEALANT SEE

DETAIL B3 THIS SHEET

3/ 4"

3/4"

BUTT JOINT (IF

CONSTRUCTION JOINT)

1/ 4"

BACKER ROD

POURED JOINT SEALANT

8" FIRST SAWCUT (IF

CONTRACTION JOINT)

CONCRETE PAVEMENT

:\N O

\c ad d\

_A ct ive

Br ea kw at er P ie r\P

-1

-C

-5

.d wg

L ay ou t1 P

: M on da y, F eb ru ar y

, 2

- 5 :1

0p m

b el lis

2 3 4 5

1 2 3 4 5

D E

P A

E N

T O

E N

A V

Y N

A V

A L

E N

E E

G S

Y S

S C

O M

M A

N D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

O N

D A

P P

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

V -4

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N/A

JBH/IAS

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

ROSS HEMPEL

12/19/2023

UNCLASSIFIED

NAVAL ARCH & ENGR DEPUTY DIRECTOR

NSWC CARDEROOCK DIVISION

SCALE:NTS

CONCRETE PAVEMENTC1 C-101 SCALE:NTS

BOLLARD DETAILC2 C-101

SCALE:NTS

SINGLE PIPE BEDDING DETAILB2

SCALE:NTS

TRENCHING PAVEMENT REPAIR DETAILA3

SCALE:NTS

CONCRETE PAVEMENT JOINT DETAILSA1

SCALE:NTS

DUAL PIPE BEDDING DETAILB1

2'- 6"

CONSTRUCTION JOINTDOWELED TRANSVERSE CONTRACTION JOINT

EXPANSION JOINT

SCALE:NTS

ASPHALT PAVEMENT SECTIONB4

SCALE:NTS

VALVE VAULT DETAILC3 C-101

C-101 C-101

C-101

NOTE: EXPANSION JOINTS MUST BE

LOCATED WHERE CONCRETE

PAVING ABUTS BUILDINGS AND

OTHER STRUCTURES

NOTE: CONTRACTON JOINT SPACING MUST MATCH

EXISTING JOINT SPACING AND BE A MAXIMUM

OF 25 FEET ON CENTER

THICKENED EDGE

SCALE:NTS

JOINT SEALANT DETAILB3 C-101

DLB

BA TNT2 WBE

12869687

C-501

XXXXX

X X X X X

XXXXX

TIE WIRES

9-GAGE STEEL TIE WIRES

(15'-0" OC MAX AND

WITHIN 4" FROM TOP

AND BOTTOM OF FABRIC)

10" MIN

DIA, TYP

HOG RINGS, TYP

GRADE

2" M

1/ 2"

TENSION

WIRE

BOTTOM OF

FABRIC

TIE WIRES OR HOG RINGS, TYP

LINE POST

2.375"Ø

'-0

1'- 0"

CHAIN-LINK FABRIC (9

GAGE, 2" MESH)

LINE POST FOOTING

CONCRETE BASE

6" 3'-

10'-0" OC MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

TIE WIRES OR

CLIPS, TYP

X X X X X X X X X X X X X X X X X X

X X

X X X X

X XX X X X X X

X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X

X X X X

X X

X X X X

X X

GATE KEEPER

(TO HOLD GATE OPEN) LATCH ASSEMBLY DROP ROD ASSEMBLY OFFSET HINGE

CHAIN LINK FABRIC

GATE FRAME

3 HORIZONTAL STRANDS

OF BARBED WIRE

3 STRANDS OF

BARBED WIRE, TYP

FENCE FABRIC, TYP

DIRECTION GATE SWING, TYP

GATE OPENING = 30'-0"

LEAF = 15'-0"

'-0

1'- 0"

3 STRANDS OF BARBED

WIRE, TYP

BRACE RAIL, TYP

HINGES, TYP

BOTTOM TENSION WIRE

GRADE

BRACE RAIL, TYP

TRUSS ROD, TYP

CHAIN-LINK

FABRIC

LATCH

ASSEMBLY

GATE

FRAME

DROP

ROD

3/8" DIA TRUSS

RODS, TYP 2" MIN

5" MAX

2'- 0"

10"

1" 3'-

0" 1'-

6" 3'-

4'- 0"

SAND/GRAVEL

6" DIA

CONCRETE

1" I.D. STEEL PIPE

GRADE LINE

1/2" DIA DROP ROD

(INDUSTRY STANDARD)

GATE POST

3'- 6"

2'-0" MIN

DIA, TYP

GATE POST

FOOTING

Scale: NONEB1 DETAIL - DOUBLE SWING GATE (TYPE FE-6 FENCE)

Scale: NONED1 PLAN - DOUBLE SWING GATE (TYPE FE-6 FENCE)

Scale: NONEA1 DETAIL - DROP ROD FOUNDATION Scale: NONEA2 DETAIL - SWING GATE

A1 C503

X X X X X X X X

EXISTING FENCING

EXISTING FENCE OR

TEMPORARY ATFP FENCING

EXISTING FENCE OR

TEMPORARY ATFP FENCING

GATE POST

FOOTING

EXISTING LINE POST

(IF INSTALLING GATE

IN EXISTING FENCING)

EXISTING LINE POST

(IF INSTALLING GATE IN

EXISTING FENCING)

Scale: NONEA4 DETAIL - SECURITY FENCE

GENERAL FENCING NOTES:

1. SWING GATES MUST BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

2. ALL GATE FRAMES MUST MEET THE MINIMUM REQUIREMENTS OF ASTM F900 1.90" NOMINAL (ROUND). GATE FRAMES MUST BE OF WELDED CONSTRUCTION OR MUST BE ASSEMBLED USING HEAVY FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF TRUSS RODS TO BRACE ALL-WELDED GATE FRAMES. THE CONTRACTOR MUST BE RESPONSIBLE

FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES SUPPLIED.

3. GATES SHALL BE DESIGNATED AS FOLLOWS:

FENCE TYPE - FE6

FENCE HEIGHT -84 INCHES

TYPE OPENING - DO (DOUBLE)

HINGE - HO (OFFSET)

OPENING - 30 FEET (CLEAR OPENING BETWEEN GATE POSTS)

EXAMPLE: FE6-84-DO-HO-30

4. FOR GROUNDING OF FENCING AND GATES, SEE ELECTRICAL LIGHTING AND GROUNDING PLANS.

GATE POST SCHEDULE

GATE LEAF WIDTH (NOMINAL) OUTSIDE DIMENSION (NOMINAL)

12' TO 18' 6.625" O.D.

:\N O

\c ad d\

_A ct ive

Br ea kw at er P ie r\P

-1

-C

-5

.d wg

: M on da y, F eb ru ar y

, 2

- 5 :1

0p m

b el lis

2 3 4 5

1 2 3 4 5

D E

P A

E N

T O

E N

A V

Y N

A V

A L

E N

E E

G S

Y S

S C

O M

M A

N D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

O N

D A

P P

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

V -4

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N/A

JBH/IAS

R E

A K

W A

R N

A V

A L

N N

O R

N O

, V

1605379

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

N G

S C

O M

-A

C M

N T

D C

B L

N A

V A

L S

O N

N O

CHIEF ENG/ARCH

FIRE PROTECTION

ROSS HEMPEL

12/19/2023

UNCLASSIFIED

NAVAL ARCH & ENGR DEPUTY DIRECTOR

NSWC CARDEROOCK DIVISION

THE SECURE FENCE DETAILS ILLUSTRATE GENERAL LAYOUTS FOR EACH TYPE OF FENCE OR GATE. THESE ILLUSTRATIONS ARE NOT INTENDED TO DEPICT THE IMPORTANCE OR SIZE OF EACH ELEMENT. SIZES OR DIMENSIONS INDICATED ARE THE MINIMUM REQUIREMENT SET IN UFC 4-022-03 SECURITY FENCES AND GATES THAT MUST BE MODIFIED TO MEET THE SECURITY REQUIREMENT IN THE EXISTING ENVIRONMENTAL CONDITIONS. PROVIDE REQUIRED CALCULATIONS PER SPECIFICATION SECTION 32 31 13.53.

REINFORCING NOTES:

1. REINFORCING CABLES ARE TO BE U.S. DOMESTIC 1" Ø 6x19 CLASS WIRE ROPE, REGULAR LAY, EXTRA IMPROVED PLOW STEEL (EIP), INDEPENDENT WIRE ROPE CORE (IWRC), CONFORMING TO ASTM A1023 AND GALVANIZED IN ACCORDANCE WITH ASTM A475 CLASS A, &

HAVE A MINIMUM BREAKING STRENGTH OF 40,000 POUNDS (20 TONS).

2. TERMINATE WIRE ROPE ENDS AROUND TURNBUCKLES, GATE POSTS OR EXTRA HEAVY-DUTY WIRE ROPE THIMBLES (AT GATES). THESE TERMINATIONS REQUIRE 18" MINIMUM OF ROPE FOR TURN BACK AND A MINIMUM OF (4)- CLIPS EACH (EQUAL SPACING).

3. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS.

4. INSTALL DEADMEN ON THE SECURED SIDE (INTERIOR) OF THE FENCE; WHILE CABLES SHALL BE INSTALLED ON THE EXTERIOR SIDE OF

POST.

5. TURNBUCKLES MUST BE 1 1/4"x18", TYPE I, GALVANIZED IN ACCORDANCE WITH ASTM F1145.

6. WIRE ROPE CLAMPS MUST BE TYPE I, GALVANIZED, AND CONFORM TO FS FF-C-450.

7. CONFORM ALL THREADED RODS, U-BOLTS, AND BOLTS TO ASTM A307 AND SHALL BE INSTALLED WITH F844 WASHERS AND A563 NUTS.

GALVANIZE ENTIRE BOLT ASSEMBLY IN ACCORDANCE WITH ASTM A153.

8. ZINC RICH COMPOUND FOR REPAIRS SHALL BE 95% METALLIC ZINC, BY WEIGHT IN DRIED FILM; INSTALL AT LEAST TWO COATS, 4 MILS

MIN TOTAL THICKNESS.

9. ALL CONCRETE WORK MUST BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 318. CONCRETE MUST HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI. THE MINIMUM CONCRETE COVER MUST BE 3", UNLESS OTHERWISE NOTED.

10. DESIGN CRITERIA:

UFC 4-022-03 "SECURITY ENGINEERING: FENCES, GATES AND GUARD FACILITIES"

SECURITY FENCING NOTES:

DLB

BA TNT2 WBE

12869688

C-502

C1 PERMANENT FENCING TO TEMPORARY FENCING CONNECTION

SCALE: NTS

- 6

CONTINUE CABLE

AT ANCHOR POST

OR STANDARD LINE

POST

4" NOMINAL DIA POST (TYP)

PROVIDE 1" DIA GALV

STRUCTURAL WIRE

ROPE

1- 1/

4" 1-

1/ 4"

3- 3/

STRIP EXPOSED THREADS AFTER

TIGHTENING NUT OR TACK WELD (TYP

EVERY 4TH POST)

3/8" FLAT BAR, 1-1/2" WIDE

(PROVIDE HOLES AS

REQUIRED TO RECEIVE

U-BOLTS)

PROVIDE 1/2" DIA

STEEL U-BOLT W/ PL

(TYP 2 @ EACH

POST)

PROVIDE LOCK WASHER AND

HEX NUT (TYP)

A2 BARBED WIRE

SCALE: NTS C-503

EXTENSION ARMS

FENCE POST

CHAIN LINK FABRIC

REINFORCING WIRE

BARBED WIRE (3 LINES

EA SIDE)

SECURE BARBED

TAPE TO BARBED

WIRE WITH WIRE TIES

NOTES:

1. BARBED WIRE MUST BE IN ACCORDANCE TO ASTM A121 AND ASTM F1665

12"

26"

10'-0"

26"

PRECAST CONCRETE

NOTES:

1. MINIMUM CRITERIA SHOWN.

2. PROVIDE LOOP AND PIN INTERLOCKING CONCRETE BARRIERS. MINIMUM 1" DIA PIN WITH INTEGRAL WELDED WASHER.

3. PROVIDE LOCKABLE PIN OR PROVIDE CONCRETE GROUTING OVER CONNECTING PINS.

4. MAXIMUM 2" CLEARANCE BETWEEN PINNED PRECAST BARRIERS.

5. PROVIDE PRIVACY SCREEN OR SLATS OVER ALL TEMPORARY FENCING.

x x x x x x x x x

BARBED WIRE

SPAN CHAIN LINK

FABRIC MINIMUM 50'

4" DIA EMBEDDED POSTS

CS506

A1 TEMPORARY ATFP FENCING

SCALE: NTS G-101

0.75"

DIAMETER

LOOP BAR

15'-0"

45°

3'TYP

6" WIDE YELLOW

DIAGONAL, TYP

LOCATION CONTROL LINE,

SEE PLANS

A4 FIRE LANE STRIPING

SCALE: NTS

6" WIDE YELLOW

EDGE MARKING, TYP

2' HIGH YELLOW LETTERING

SPACED EVERY 50'

LINEARLY ALONG THE

LENGTH OF THE FIRE LANE

FIRE LANE

DO NOT BLOCK

GOV'T RESTRICTED

AREA

KTR ACCESS

AREA

NOTE:

LOCATE INITIAL "DO NOT BLOCK FIRE LANE" LETTERING WITHIN 5 FEET OF WESTERN EDGE OF

FIRE LANE

x x xx x x x x x x x xx x x x x x xx x x x x x x x x xx x x x x x x x x x x x x x x xx x x x x x x x xx x x x x

BULKHEAD

7'- 0"

4'-0" MIN

10' MAX

PROVIDE DOUBLE EXTENSION

BARBED WIRE EXTENDING

ONE POST BEYOND

BULKHEAD OVERHANG PANEL

REQUIRED AT BULKHEAD

TIE WIRES (TYP) ALONG