Attachment AG - 1806701Amend0004dwg.pdf

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING

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CAH/ELS

WILLIAM B. FORBES, PE

DSN

1806701

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

UNCLASSIFIED

MICHAEL A. WASSELL

NNSY CODE 900F.1

DIVISION HEAD

11/20/2024

WILLIAM B. FORBES, PE

NAVFAC ATLANTIC

ENGINEERING & DESIGN DIRECTOR

01/14/2025

GENERAL CONSTRUCTION NOTES

DEMOLITION NOTES

EROSION CONTROL NOTESUTILITY 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. ANY DISTURBED AREA NOT TO BE PAVED, SODDED OR BUILT UPON BY NOVEMBER 1ST, OR DISTURBED AFTER THAT DATE, SHALL BE MULCHED WITH HAY OR STRAW AT THE RATE OF 2 TONS PER ACRE AND OVER-SEEDED NO LATER THAN MAY

15TH.

F. 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.

1. UTILITY SERVICES TO ALL BUILDINGS MUST BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. SHUT DOWN PERIODS FOR TRANSFER OF UTILITY SERVICES MUST BE KEPT TO A MINIMUM AND MUST BE SUBJECT TO THE APPROVAL OF THE

CONTRACTING OFFICER.

2. DEMOLISH AND DISPOSE OF ALL CONCRETE AND MISCELLANEOUS ITEMS DESIGNATED TO BE REMOVED/REPLACED. NO

CONSTRUCTION DEBRIS OR DISPOSED MATERIAL SHALL ENTER, OR REMAIN IN, THE WATER.

3. CONTRACTOR MUST PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL DEVICES IN ALL AREAS OF THE WORK.

4. CONTRACTOR MUST PROVIDE TEMPORARY NECESSARY STRUCTURAL CONNECTIONS OR TEMPORARY SUPPORTS FOR ALL STRUCTURAL COMPONENTS WHICH MAY BE AFFECTED BY WIND AND SNOW LOADING DURING CONSTRUCTION PERIOD.

5. DO NOT COMMENCE ANY CONSTRUCTION OPERATION UNLESS IT HAS BEEN VERIFIED THAT RELEVANT CONSTRUCTION/

ENVIRONMENTAL PERMITS HAVE BEEN ACQUIRED.

6. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIAL ANY ITEMS THAT MAY BE CUT OR

DAMAGED DURING CONSTRUCTION AT HIS OWN EXPENSE.

7. EXPANSION JOINTS MUST BE PROVIDED AROUND CONCRETE PAVEMENTS AT ALL BUILDINGS, JUNCTIONS, STRUCTURES, UTILITY TRENCHES, OR FIXED OBSTRUCTIONS.

8. SEE SHEET S-001 AND S-002 FOR LOAD REQUIREMENTS OF NEW STRUCTURES.

9. PAVEMENT MARKINGS MUST BE PROVIDED AT THE COMPLETION OF EACH PHASE OF CONSTRUCTION.

1. PRIOR TO DEMOLITION PROVIDE PROTECTIVE MEASURES TO PREVENT DAMAGE TO EXISTING UTILITIES AND STRUCTURES

DURING CONSTRUCTION.

2. ALL PIPE SIZES AND LOCATIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY IN FIELD PRIOR TO BEGINNING CONSTRUCTION.

3. CONTRACTOR MUST CONFIRM LOCATION OF NEAREST PIPING SYSTEM SHUT-OFF OR ISOLATION VALVE PRIOR TO DEMOLITION.

4. CONTRACTOR MUST REQUEST FOR OUTAGE PRIOR TO ANY VALVE CLOSING.

5. CONTRACTOR MUST PROCEED WITH DEMOLITION AFTER SPECIFIC VALVES HAVE BEEN DETERMINED BY "OUTAGE

COORDINATOR" FOR CLOSURE AND ARE TAGGED BY GOVERNMENT.

6. CONTRACTOR MUST ADD TAG TO GOVERNMENT'S TAGGED VALVES.

7. CONTRACTOR MUST NOT OPERATE ANY EXISTING UTILITY VALVES. COORDINATE WITH CONTRACTING OFFICER WHEN VALVE SHUT-OFFS ARE REQUIRED. OUTAGE APPROVAL IS REQUIRED FOR ANY REQUESTED VALVE OPERATIONS.

8. CONTRACTOR TO VERIFY LOCATION OF TIE-IN POINTS IN FIELD. CONTRACTOR MUST REMOVE EXISTING PIPE TO NEAREST REMAINING FITTING OR VALVE. IF THERE IS NO VALVE AT THAT LOCATION, THE FITTING MUST BE PLUGGED OR THE PIPE END CAPPED TEMPORARILY. CONTRACTOR MUST CAP OR PLUG REMAINING SECTION OF PIPING, FITTINGS, OR BLIND FLANGE FLANGED VALVES/FITTINGS DURING DEMOLITION TO PREVENT DEBRIS FROM ENTERING PIPELINES. CONTRACTOR MUST PROVIDE RESTRAINING RODS AND THRUST BLOCKS AT THE END OF WATER LINE IF CAPPED TEMPORARILY. CONTRACTOR MUST INSTALL TRAP ASSEMBLY FOR STEAM LINES WHEN CAPPED TEMPORARILY AT LOW POINTS AND DRAIN TO NEAREST

CATCH BASIN OR BERTH.

9. PIPES INDICATED TO BE ABANDONED IN PLACE MUST BE PLUGGED AT BOTH ENDS. PIPES 6-INCHES AND GREATER AND AS INDICATED TO BE ABANDONED MUST BE FILLED WITH CONTROLLED LOW-STRENGTH MATERIAL (CLSM). FOR BIDDING PURPOSES ANY PIPES TO BE ABANDONED LEAVING THE WORK LIMITS SHOULD BE FILLED TO 10' PAST THE WORK LIMITS.

10. CONTRACTOR MUST ASSUME THAT ALL ASPHALT PAVEMENT HAS CONCRETE BASE BENEATH IT THAT MUST BE DEMOLISHED DURING PAVEMENT DEMOLITION. REFER TO BORING LOGS FOR AVAILABLE EXISTING PAVEMENT COMPOSITION AND THICKNESS INFORMATION. SAWCUT EXISTING PAVEMENT IN STRAIGHT LINES AT LEAST ONE FOOT BEYOND THE LIMITS OF EXCAVATION. PROTECT SAWCUT PAVEMENT EDGES FROM CRACKING, SLOUGHING, DAMAGE, OR UNDERMINING UNTIL TIME FOR PERMANENT PAVEMENT PATCHING. ADDITIONAL PAVEMENT SAWCUTS AND DEMOLITION NEEDED TO CORRECT EDGE

DAMAGE PRIOR TO PAVING MUST BE PERFORMED AT THE CONTRACTOR'S EXPENSE.

11. FOR CONCRETE PAVEMENT DEMOLITION, REMOVE CONCRETE TO NEAREST EXPANSION OR CONTROL JOINT BEYOND THE LIMITS OF EXCAVATION. PROTECT PAVEMENT EDGE FROM DAMAGE OR UNDERMINING UNTIL TIME FOR PERMANENT PAVEMENT IS CONSTRUCTED. ADDITIONAL CONCRETE PAVEMENT DEMOLITION AS NEEDED TO CORRECT EDGE DAMAGE PRIOR TO PAVING

SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE.

12. CONTRACTOR MUST PROVIDE AND SUBMIT FOR APPROVAL TEMPORARY DRAINAGE PLAN PRIOR TO STORM DRAINAGE PIPE

DEMOLITION.

13. AFTER DEMOLITION OF EXISTING STORM DRAINAGE SYSTEMS, CONTRACTOR MUST PROVIDE TEMPORARY DRAINAGE MEASURES (NOT LIMITED TO PIPING, PUMPING, ETC.) UNTIL NEW STORM SYSTEMS ARE COMPLETED.

14. NO PERMANENT CAPS SHALL BE INSTALLED ON ANY UTILITY SYSTEM. IF REMOVING A UTILITY CONNECTION, REMOVE THE TEE, CROSS, OR OTHER FITTING AND SLEEVE A STRAIGHT PIECE OF PIPE.

15. REFER TO 'V,' 'CD,' 'MD,' AND 'ED' DRAWINGS FOR EXISTING UTILITIES AND REQUIREMENTS FOR THEIR DEMOLITION. NOTE THAT

ACTUAL CONDITION MAY BE DIFFERENT.

16. UTILITIES THAT ARE CONFIRMED TO BE ABANDONED BY THE CONTRACTING OFFICER MUST BE REMOVED FROM THE WORK ZONE IF IN CONFLICT WITH CONSTRUCTION. CAP ENDS OF ABANDONED UTILITY AT EDGE OF WORK ZONE.

1. ALL STORM DRAIN PIPES LESS THAN 12" DIAMETER MUST BE DUCTILE IRON.

2. ALL STORM DRAIN PIPES 12" DIAMETER AND GREATER MUST BE CIRCULAR REINFORCED CONCRETE UNLESS OTHERWISE

INDICATED.

3. ALL SANITARY SEWER LINES MUST BE DUCTILE IRON PRESSURE PIPE.

4. ALL WATERLINES MUST BE DUCTILE IRON. ALL TEES, BENDS, FITTINGS, VALVES, AND PLUGS MUST HAVE RESTRAINED JOINTS.

THRUST BLOCKS MUST ALSO BE PROVIDED AS FOLLOWS:

4.1. SUBMARINE FIRE FIGHTING DISTRIBUTION: PROVIDE MECHANICAL JOINTS WITH CONCRETE THRUSTBLOCKS AT TEES, BENDS (45 DEGREES AND GREATER), PLUGS, AND CAPS.

4.2. DOMESTIC FRESH WATER DISTRIBUTION: PROVIDE MECHANICAL JOINTS WITH CONCRETE THRUST BLOCKS AT 90 DEGREE

BENDS AND TEES.

4.3. SALTWATER DISTRIBUTION: PROVIDE MECHANICAL JOINTS WITH CONCRETE THRUST BLOCKS AT TEES, BENDS (45

DEGREES AND GREATER), PLUGS, AND CAPS.

5. ALL 6" DIAMETER AND LARGER WATER PIPING MUST HAVE RESTRAINED JOINTS.

6. ALL FRESH WATER AND SALTWATER TEES WITH A 4" OR 6" DIAMETER BRANCH MUST HAVE RESTRAINED JOINTS FOR A MINIMUM

LENGTH OF 18 LINEAR FEET ALONG THE PIPE RUN ON BOTH SIDES OF THE TEE.

7. ALL PIPELINES MUST BE INSTALLED WITH A MINIMUM OF 8-INCHES OF BEDDING. SEE CS501 FOR PIPE BEDDING DETAILS.

8. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND IDENTIFYING ALL VALVES, AIR VENTS OF EXISTING UTILITIES, AND

MANHOLES PRIOR TO STARTING CONSTRUCTION.

A. THE CONTRACTOR MUST MAINTAIN FULL ACCESS TO VALVES, HYDRANTS, AIR VENTS, AND MANHOLES.

B. THE CONTRACTOR MUST REPLACE ANY VALVE BOXES, RISERS, OR LIDS LOST OR DAMAGED DURING CONSTRUCTION AT

THEIR EXPENSE.

9. EXCEPT WHERE DIRECTED OTHERWISE, MAINTAIN MINIMUM 3 FEET HORIZONTAL AND ONE FOOT VERTICAL CLEARANCE BETWEEN UTILITY LINES AND OTHER STRUCTURES OR UTILITIES. WHERE LESS THAN ONE FOOT VERTICAL SEPARATION IS INDICATED, NEOPRENE PAD MUST BE INSTALLED BETWEEN THE UTILITIES, DUCTBANKS OR OTHER STRUCTURES.

10. SEWER AND POTABLE WATER LINES MUST BE SEPARATED BY A MINIMUM OF 10 FEET HORIZONTALLY AND 18 INCHES VERTICALLY FROM THE PIPES EXTERIORS WITH PREFERENCE TO THE POTABLE WATER LOCATED ABOVE THE SEWER, UNLESS OTHERWISE INDICATED. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE MUST BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED.

IF SEPARATION CAN NOT BE ACHIEVED, WATERTIGHT SEWER JOINTS MUST BE PROVIDED. IF PROPER SEPARATION IS NOT ACHIEVABLE BETWEEN SEWER AND WATER LINES, ONE OF THE LINES MUST BE IN A PIPE SLEEVE TO PERMIT PROPER

CLEARANCE BETWEEN LINES.

11. CONCRETE THRUST BLOCKS MUST NOT BE CONSTRUCTED UNTIL ALL PIPING AND ELECTRICAL DUCTBANK IN THE AREA OF A THRUST BLOCK HAVE BEEN CONSTRUCTED AND ACCEPTED BY THE GOVERNMENT. COORDINATE WITH MECHANICAL DRAWINGS FOR MECHANICAL PIPING LOCATIONS AND ELECTRICAL DRAWINGS FOR DUCTBANK LOCATIONS. UTILITY PIPE

SYSTEMS MUST NOT BE TESTED UNTIL ALL THRUST BLOCKS ARE IN PLACE.

12. FRESH WATER AND SALT WATER LINES MUST BE HYDROSTATICALLY PRESSURE TESTED IN ACCORDANCE WITH AWWA C600

AND IN THE PRESENCE OF THE CONTRACTING OFFICER FOR 2 HOURS.

13. POTABLE WATER LINE MUST BE DISINFECTED AND SAMPLED FOR BACTERIOLOGICAL ANALYSIS. APPROVAL MUST BE OBTAINED BY THE UEM COMMODITY ENGINEER OR CONTRACTING OFFICER, PRIOR TO PLACING THE WATER LINE BACK INTO SERVICE.

14. TAPPING SLEEVES MUST NOT BE USED WITHOUT WRITTEN APPROVAL OF THE CONTRACTING OFFICER AND ONLY IN CASES

WHERE AN OUTAGE CANNOT BE ACHIEVED.

15. MANHOLES MUST BE EITHER CAST-IN-PLACE OR PRECAST REINFORCED CONCRETE STRUCTURES.

16. ADJUST THE TOPS OF ALL MANHOLES, CLEANOUTS, AND VALVE COVERS IN AREAS TO RECEIVE PAVEMENT SUCH THAT THEY ARE FLUSH WITH THE TOP OF FINAL PAVEMENT SURFACE GRADE WITH THE EXCEPTION THAT SANITARY SEWER MANHOLE

RIMS MUST BE 1 INCH ABOVE FINAL GRADE.

17. ALL STORM PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.

18. FINISHED GRADE MUST SLOPE UNIFORMLY BETWEEN EXISTING STRUCTURE RIMS AND TOP OF RAIL UNLESS OTHERWISE INDICATED. PROTECT ALL STRUCTURE AND INLET RIMS DURING DEMOLITION AND PAVING OPERATIONS.

RAILROAD NOTES

1. SUBMIT SURVEY OF EXISTING CONDITIONS OF ALL RAILROAD RAILS THAT ARE MARKED FOR DEMOLITION ON CD DRAWINGS

AND REPLACEMENT ON CS DRAWINGS. SUBMITTAL MUST INCLUDE RAIL ALIGNMENT GEOMETRY AND ELEVATION.

2. THE PROPER GAGE MUST BE VERIFIED IMMEDIATELY PRIOR TO SPIKING.

3. A MINIMUM OF 7 DAYS PRIOR TO PLACEMENT OF BITUMINOUS PAVEMENT, THE CONTRACTING OFFICER MUST BE NOTIFIED THAT THE TRACK IS READY FOR WEIGHT TESTING. UPON WRITTEN ACCEPTANCE OF RAILROAD ALIGNMENT AND TESTING, RE-TORQUE MECHANICAL CONNECTIONS AND CONSTRUCT NEW BITUMINOUS PAVEMENT.

4. THE TRACK WILL BE TESTED BY NAVSEA CODE 725 TO AN AXLE LOAD OF 84,000 LBS. ACCEPTANCE WILL BE GRANTED WHEN

DEFLECTION DURING TESTING DOES NOTE EXCEED 0.25 INCHES.

5. A MINIMUM OF 13 LINEAR FEET OF RAIL MUST BE REMOVED AND REPLACED WHERE RAILROAD CONSTRUCTION IS INDICATED.

6. ANY OUT OF TOLERANCE TRACK ALIGNMENT FOUND BY WEIGHT TESTING MUST BE CORRECTED AND RETESTED PRIOR TO

PRELIMINARY ACCEPTANCE.

7. BOLTED CONNECTIONS MUST BE RE-TORQUED AFTER LOAD TESTING AND PRIOR TO BITUMINOUS PAVEMENT PLACEMENT.

8. ALL HARDWARE FOR RAILROAD AND CRANE FROGS AND SWITCHES MUST BE COUNTERSUNK OR COUNTER BORE.

9. BITUMINOUS PAVEMENT PLACEMENT MUST INCLUDE THE FORMING OF A RAILROAD FLANGEWAY ON THE GAGE SIDE OF EACH

RAIL.

10. FINAL ACCEPTANCE REQUIRES THE SUBMITTAL OF ALL WELD TEST REPORTS, INSPECTIONS, AND WEIGHT TESTING BY CODE 725 AFTER THE BITUMINOUS PAVEMENT HAS BEEN PLACED TO ENSURE THAT FLANGEWAYS ARE PROPERLY CONFIGURED.

11. ALL RAIL WORK MUST COMPLY WITH UFC 4-860-03 RAILROAD TRACK MAINTENANCE AND SAFETY STANDARDS AND UFC

4-860-01FA RAILROAD DESIGN AND REHABILITATION.

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1. SEE V-001 & V-002 FOR EXISTING CONDITIONS SURVEY LEGEND AND NOTES.

2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL CIVIL

NOTES.

3. SEE C-002 THROUGH C-004 FOR EROSION CONTROL NOTES, AND DRAINAGE

NARRATIVE.

4. EXISTING PAVEMENT MARKINGS NOT SHOWN FOR CLARITY.

5. SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION OF

ELECTRICAL/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.

6. SEE SD DRAWINGS FOR DEMOLITION IN DRY DOCK , UTILITY TUNNEL, AND

UNDERGROUND CRANE FOUNDATION.

7. BACKGROUND SHOWN IS A COMBINATION OF SURVEY AND HISTORICAL

RECORDS.

8. PROTECT EXISTING CAPSTAN FOUNDATIONS FOR THE DURATION OF THE

CONSTRUCTION.

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING

D E

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DSN

1806701

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ED

UNCLASSIFIED

UNCLASSIFIED

MICHAEL A. WASSELL

NNSY CODE 900F.1

DIVISION HEAD

11/20/2024

WILLIAM B. FORBES, PE

NAVFAC ATLANTIC

ENGINEERING & DESIGN DIRECTOR

01/14/2025

0 20'10'

AR

EA

- C D1

AREA 111 - CD111

AR

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PLAN

NORTH

SCALE:1" = 10'

AREA 104 - CIVIL DEMOLITION AND EROSION CONTROL PLAN

102101 103 104 105 106

107 108 109

115 114

DRY DOCK 2

DRY DOCK 4

DRY DOCK 3

KEY PLAN

PLAN

NORTH

2. DEMOLISH ASPHALT PAVEMENT, FULL DEPTH. SAWCUT EXISTING

ASPHALT PAVEMENT AT PERIMETER WHERE ASPHALT PAVEMENT

DOES NOT MEET CONCRETE OR OTHER FINISHED EDGE NOT

REQUIRED TO BE DEMOLISHED. SEE DEMOLITION NOTES C-002.

3. DEMOLISH CHAIN LINK FENCE AND CONCRETE FENCE POST

FOUNDATIONS. SEE CALLOUT FOR HEIGHT.

4. DEMOLISH PIPE BOLLARD AND CONCRETE FOUNDATION.

6. DEMOLISH CRANE RAIL, BASE PLATES, AND HARDWARE.

9. DEMOLISH RAILROAD TRACK, TIES, AND HARDWARE.

14. PROVIDE BYPASS PUMPING AND TEMPORARY DRAINAGE MEASURES

TO MAINTAIN CONTINUOUS DISCHARGE OF STORM DRAIN SYSTEMS

TO THE OUTFALL AND CONTROL RUNOFF.

15. DEMOLISH COMPRESSED AIR PIPING AND APPURTENANCES. SEE

CALLOUT FOR SIZE AND TYPE.

16. DEMOLISH FRESHWATER PIPING AND APPURTENANCES. SEE

CALLOUT FOR SIZE AND TYPE.

17. DEMOLISH SALTWATER PIPING AND APPURTENANCES. SEE CALLOUT

FOR SIZE AND TYPE.

20. DEMOLISH STORM DRAIN PIPING. SEE CALLOUT FOR SIZE AND TYPE.

22. TEMPORARY PIPE CAP

23. PLUG PIPE, SEE D4/CD501

24. DEMOLISH FIRE HYDRANT.

27. DEMOLISH YARD INLET.

28. DEMOLISH MANHOLE.

30. DEMOLISH VALVE, CONFIRM UTILITY HAS BEEN TAGGED AS

ABANDONED WITH OUTAGE COORDINATOR. ABANDON REMAINING

UTILITY AT EXTENT OF EXCAVATION.

36. DEMOLISH MOORING BOLLARD (SEE SD-508).

42. SEE MECHANICAL DEMOLITION DRAWINGS FOR UTILITIES WITHIN THE

EXISTING UTILITY TUNNEL.

SHEET KEYNOTES

JMW

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AS NOTED

DE

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W

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AS

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/3

0/

W W

W

AutoCAD SHX Text

ESTUB

AutoCAD SHX Text

W STUB

AutoCAD SHX Text

W STUB

AutoCAD SHX Text

W STUB

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EIW

AutoCAD SHX Text

WV

AutoCAD SHX Text

EIW

AutoCAD SHX Text

W STUB

AutoCAD SHX Text

ESTUB

AutoCAD SHX Text

EMH

AutoCAD SHX Text

10" SW

AutoCAD SHX Text

WV

AutoCAD SHX Text

4"SW

AutoCAD SHX Text

EOI

AutoCAD SHX Text

4"SW

AutoCAD SHX Text

6"SW

AutoCAD SHX Text

EOI

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

FW

AutoCAD SHX Text

AIR(QLD)

AutoCAD SHX Text

AIR(QLD)

AutoCAD SHX Text

4"FW(QLD)

AutoCAD SHX Text

ASTUB

AutoCAD SHX Text

6"FW(QLD)

AutoCAD SHX Text

8"FW(QLD)

AutoCAD SHX Text

8"SW ABAND

AutoCAD SHX Text

12"SW ABAN

AutoCAD SHX Text

12"SW

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

6"AIR (QLD)

AutoCAD SHX Text

6"AIR

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

12"SW

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

12"SW

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

WV

AutoCAD SHX Text

WATER(QLD)

AutoCAD SHX Text

E(QLD)

AutoCAD SHX Text

12"SW (QLD)

AutoCAD SHX Text

W-QLD

AutoCAD SHX Text

W-QLD

AutoCAD SHX Text

12"SW

AutoCAD SHX Text

SW ABAN

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SW ABAN

AutoCAD SHX Text

12"SW ABAN

AutoCAD SHX Text

10" SW

AutoCAD SHX Text

WM#2

AutoCAD SHX Text

6"FW ABAN

AutoCAD SHX Text

6"FW ABAN

AutoCAD SHX Text

6" STM

AutoCAD SHX Text

6" STM (QL-D)

AutoCAD SHX Text

4"AIR (QLD)

AutoCAD SHX Text

4"AIR ABAN

AutoCAD SHX Text

4"AIR ABAN

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text E

AutoCAD SHX Text

EB

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

FFE=101.47

AutoCAD SHX Text

GATE

AutoCAD SHX Text

EMH

AutoCAD SHX Text

MH

AutoCAD SHX Text

UV TEST

AutoCAD SHX Text WVx4

AutoCAD SHX Text

WV

AutoCAD SHX Text

UV

AutoCAD SHX Text UVx3

AutoCAD SHX Text

UV

AutoCAD SHX Text

UV

AutoCAD SHX Text M140

AutoCAD SHX Text

TBM 11

AutoCAD SHX Text

4'CLF

AutoCAD SHX Text

4'CLF

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UVLT

AutoCAD SHX Text

UVLT

AutoCAD SHX Text

UVLT

AutoCAD SHX Text

UVLT

AutoCAD SHX Text

UVLT

AutoCAD SHX Text

CAP

AutoCAD SHX Text

METAL STAIRS

AutoCAD SHX Text

8"SD

AutoCAD SHX Text

8"SD

AutoCAD SHX Text 8"V

AutoCAD SHX Text 6"V

AutoCAD SHX Text

12"DI

AutoCAD SHX Text

12"DI

AutoCAD SHX Text UVx2

AutoCAD SHX Text

DEMINERALIZATION ENCLOSURE

AutoCAD SHX Text

CONC

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VALVE RACK

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VALVE RACK

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8"SD

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MB

AutoCAD SHX Text

MB

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

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CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

DEMOLISH CAPSTAN

(SEE STRUCTURAL)

8"

6" DI

6" DI

30" C

8" DI

FROG #26

COPING WALL

FROG #27

FROG #28

FROG #29

IP

IP

IP

IP

SEE NOTE 6

TYP C4

CD501

42 42

CORE DRILL

CRANE BEAM

FOR TELECOM

INSTALLATION

PROTECT FROG DURATION

OF CONSTRUCTION REMOVE

AND REINSTALL RAIL AS NEEDED.

END6

C4

CD501

SHEET NOTES

1. SEE V-001 & V-002 FOR EXISTING CONDITIONS SURVEY LEGEND AND NOTES.

2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL CIVIL

NOTES.

3. SEE C-002 THROUGH C-004 FOR EROSION CONTROL NOTES, AND DRAINAGE

NARRATIVE.

4. EXISTING PAVEMENT MARKINGS NOT SHOWN FOR CLARITY.

5. SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION OF

ELECTRICAL/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.

6. SEE SD DRAWINGS FOR DEMOLITION IN DRY DOCK , UTILITY TUNNEL, AND

UNDERGROUND CRANE FOUNDATION.

7. BACKGROUND SHOWN IS A COMBINATION OF SURVEY AND HISTORICAL

RECORDS.

8. PROTECT EXISTING CAPSTAN FOUNDATIONS FOR THE DURATION OF THE

CONSTRUCTION.

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

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C R

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING

D E

P A

R

TM

E N

T O

F

TH

E N

A V

Y N

A V

A L

FA

C

IL

IT

IE

S

E N

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IN

E E

R

IN

G S

Y S

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M

S C

O M

M A

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NA

VF

AC

A

TL

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AN

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FO

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A

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IA

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AT

DSN

1806701

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

UNCLASSIFIED

MICHAEL A. WASSELL

NNSY CODE 900F.1

DIVISION HEAD

11/20/2024

WILLIAM B. FORBES, PE

NAVFAC ATLANTIC

ENGINEERING & DESIGN DIRECTOR

01/14/2025

0 20'10'

PLAN

NORTH

SCALE:1" = 10'

AREA 110 - CIVIL DEMOLITION AND EROSION CONTROL PLAN

102101 103 104 105 106

107 108 109

115 114

DRY DOCK 2

DRY DOCK 4

DRY DOCK 3

KEY PLAN

PLAN

NORTH

AR

EA

- C D1

AR

EA

- C D1

AREA 103 - CD103

AREA 115 - CD115

1. DEMOLISH CONCRETE PAVEMENT, FULL DEPTH.

2. DEMOLISH ASPHALT PAVEMENT, FULL DEPTH. SAWCUT EXISTING ASPHALT

PAVEMENT AT PERIMETER WHERE ASPHALT PAVEMENT DOES NOT MEET

CONCRETE OR OTHER FINISHED EDGE NOT REQUIRED TO BE DEMOLISHED.

SEE DEMOLITION NOTES C-001.

6. DEMOLISH CRANE RAIL, BASE PLATES, AND HARDWARE.

7. DEMOLISH CRANE RAIL FROG AND HARDWARE.

8. REMOVE CRANE RAIL FROG AND SALVAGE FOR REINSTALLATION.

10. DEMOLISH SWITCH-SET INCLUDING LIDS, THROW SWITCH, SWITCH RAILS,

RAIL SPACERS, SWITCH BOX, AND HARDWARE.

11. REMOVE RAILROAD TRACK. SALVAGE RAIL FOR REINSTALLATION.

12. REMOVE CRANE RAIL TRACK. SALVAGE RAIL FOR REINSTALLATION.

16. DEMOLISH FRESHWATER PIPING AND APPURTENANCES. SEE CALLOUT FOR

SIZE AND TYPE.

18. DEMOLISH SANITARY SEWER PIPING AND APPURTENANCES. SEE CALLOUT

FOR SIZE AND TYPE.

20. DEMOLISH STORM DRAIN PIPING. SEE CALLOUT FOR SIZE AND TYPE.

21. DEMOLISH SUBMARINE FIREFIGHTING PIPING AND APPURTENANCES. SEE

CALLOUT FOR SIZE AND TYPE.

22. TEMPORARY PIPE CAP.

25. TEMPORARY BYPASS SYSTEM FOR 30" STORM DRAIN SYSTEM. BYPASS

SYSTEM MUST BE CAPABLE OF MAINTAINING FLOW UP TO 10,000 GPM AND

REMAIN IN PLACE FOR THE DURATION OF CONSTRUCTION. SEE CD113 FOR

BYPASS SYSTEM TIE IN LOCATION FOR THE TERMINATION OF THE BYPASS

SYSTEM.

42. SEE MECHANICAL DEMOLITION DRAWINGS FOR UTILITIES WITHIN THE

EXISTING UTILITY TUNNEL.

SHEET KEYNOTES

JMW

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CD110

AS NOTED

CR

AN

E

BE

AM

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/0 4/

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BE

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CONC

AutoCAD SHX Text

EMH

AutoCAD SHX Text

RRVLT

AutoCAD SHX Text

RR SWITCH

AutoCAD SHX Text

LIQ NIT PAD

AutoCAD SHX Text

EPIT

AutoCAD SHX Text

LP

AutoCAD SHX Text

SUBSTATION

AutoCAD SHX Text

AutoCAD SHX Text

EIE

AutoCAD SHX Text

EMH

AutoCAD SHX Text

WV

AutoCAD SHX Text

E-DUCT (QLD)

AutoCAD SHX Text R

AutoCAD SHX Text

AIR RISER

AutoCAD SHX Text R

AutoCAD SHX Text

W RISER

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text

STM RISER

AutoCAD SHX Text

3"AIR (QLD)

AutoCAD SHX Text

2.5"STM (QLD)

AutoCAD SHX Text

6"FW (SFF)

AutoCAD SHX Text

12"SW

AutoCAD SHX Text

6"FW (SFF)

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text

8"FW

AutoCAD SHX Text

8"FW

AutoCAD SHX Text

6"FW (SFF)

AutoCAD SHX Text

8"FW (FW)

AutoCAD SHX Text 100.51

AutoCAD SHX Text 100.52

AutoCAD SHX Text 100.53

AutoCAD SHX Text

EMH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

INACCESSIBLE (UNDER CONSTRUCTION)

AutoCAD SHX Text

CRANE RAIL

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRATED UVLT

AutoCAD SHX Text

UVLT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONC

AutoCAD SHX Text

RR SWITCH

AutoCAD SHX Text

GRATED UVLT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

BLDG 1764

AutoCAD SHX Text

VALVE RACK

AutoCAD SHX Text

CONC

AutoCAD SHX Text 6"C

AutoCAD SHX Text 12"V

AutoCAD SHX Text

30"V DATR

AutoCAD SHX Text 6"V

AutoCAD SHX Text 8"C

AutoCAD SHX Text

DATR

AutoCAD SHX Text

30"V DATR

AutoCAD SHX Text

DATR

AutoCAD SHX Text

2" DATR

AutoCAD SHX Text

DATR

AutoCAD SHX Text 6"C

AutoCAD SHX Text

MH

AutoCAD SHX Text 8"C

AutoCAD SHX Text

6"C DATR

AutoCAD SHX Text

12"C DATR

AutoCAD SHX Text

15"C DATR

AutoCAD SHX Text

MB

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

CONC

AutoCAD SHX Text E

AutoCAD SHX Text E

R

1" REBAR FOR BAG

REMOVAL FROM INLET

DUMP LOOPS

OPTIONAL OVERFLOW

EXPANSION

RESTRAINT

SEDIMENT SACK

EXISTING DROP INLET

EXISTING DROP INLET GRATE

EXISTING DROP INLET GRATE

DEPTH OF THE SEDIMENT SACK MUST BE DETERMINED BY THE DEPTH

AND FLOW REQUIREMENTS OF THE DROP INLET STRUCTURE AND THE

MANUFACTURER'S RECOMMENDATIONS.

THE SEDIMENT SACK MUST BE MADE FROM A WOVEN

POLYPROPYLENE FABRIC WITH AN OIL ABSORBENT

PILLOW INSERT. WHERE A HIGH OIL CONTENT IN THE

STORM WATER WILL OCCUR, AN OIL SEDIMENT SACK

MADE COMPLETELY OF AN OIL ABSORBTION MATERIAL

WITH A WOVEN PILLOW INSERT MUST BE USED.

OIL-ABSORBENT SEDIMENT SACK

SEDIMENT SACK SPECIFICATIONS

NOTE:

THE SEDIMENT SACK MUST BE MANUFACTURED

FROM A WOVEN POLYPROPYLENE FABRIC THAT

MEETS OR EXCEEDS THE FOLLOWING

SPECIFICATIONS.

PROPERTIES UNITS

GRAB TENSILE STRENGTH

GRAB TENSILE ELONGATION

PUNCTURE

MULLEN BURST

TRAPEZOID TEAR

UV RESISTANCE

APPARENT OPENING SIZE

FLOW RATE

PERMITTIVITY

265 LBS

20 %

135 LBS

420 PSI

45 LBS

90 %

#20 US SIEVE

200 GAL/MIN/SQ FT

1.5 SEC -1

= DEPTH

YARD DRAIN INLET PROTECTION MUST BE IN

ACCORDANCE WITH VESCH STANDARD AND

SPECIFICATION 3.07

YARD DRAIN INLET PROTECTION

PURPOSE:

1. THE PURPOSE OF A DEWATERING BAG IS TO COLLECT SEDIMENT CONTAINED IN THE DISCHARGED WATER, TO PREVENT THE SCOUR AND EROSION FROM WATER EXITING A PIPE AT HIGH VELOCITY, TO DEFUSE THE WATER OVER A WIDER AREA TO MINIMIZE EROSION AS THE WATER DRAINS AWAY, AND TO

RETAIN OIL CONTAINED WITHIN EFFLUENT.

2. A DEWATERING BAG OR APPROVED EQUAL MUST BE USED ANYTIME WATER IS PUMPED ON THE SITE.

INSTALLATION AND USE:

1. PLACE DEWATERING BAG ON THE GROUND OR ON A TRAILER OVER A RELATIVELY LEVEL, STABILIZED AREA.

2. INSERT DISCHARGE PIPE A MINIMUM OF 5 FEET INSIDE SEDCATCH DEWATERING BAG AND SECURE WITH A

ROPE (INCLUDED) WRAPPED 6 TIMES AROUND THE SNOUT OVER A 6 INCH WIDTH OF THE BAG.

3. REPLACE DEWATERING BAG WHEN HALF FULL OF SEDIMENT OR WHEN THE SEDIMENT HAS REDUCED THE

FLOW RATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL AMOUNT.

MAINTENANCE AND DISPOSAL:

1. REMOVE AND DISPOSE OF ACCUMULATED SEDIMENT AWAY FROM WATERWAYS OR ENVIRONMENTALLY SENSITIVE AREAS. SLIT OPEN SEDIMENT BAG AND REMOVE ACCUMULATED SEDIMENT. DISPOSE OF BAG AT AN APPROPRIATE RECYCLING OR SOLID WASTE FACILITY, OR AS DIRECTED BY THE CONTRACTING OFFICER.

WATER

INSERT DISCHARGE

HOSE 5 FT IN BAG

DEWATERING

BAG

PUMP

SUCTION HOSE

DISCHARGE

HOSE

WRAP ROPE

6 TIMES

EXISTING PIPE

DUCTILE IRON MECHANICAL JOINT

PLUG RESTRAINED IN ACCORDANCE

WITH RESTRAINING ROD AND

THRUST BLOCK DETAILS

MIN

12" MIN6"

6" MIN

TYPICAL

3000 PSI

CONCRETE PLUG

PLYWOOD INSERT,

CUT TO FIT

EXISTING PIPE TO BE

ABANDONED IN PLACE

FILL PIPE 6-INCHES AND GREATER

WITH CONTROLLED LOW

STRENGTH MATERIAL (CLSM)

VA

RI

ES

FINISH GRADE

FOR PIPES SMALLER THAN 12" IN

DIAMETER SET MECHANICAL PLUGS

INTO ALL PIPES ENTERING MANHOLE

AND SEAL WITH PEA GRAVEL GROUT

NOTES:

1. IF PIPE ENTERING MANHOLE IS TO BE ABANDONED IN PLACE, PIPE CAN BE FILLED WITH

CONTROLLED LOW STRENGTH MATERIAL (CLSM) AS A SUBSTITUTE FOR MECHANICAL

PLUGS AND GROUT.

2. REMOVE TEMPORARY PLUGS AFTER THE COMPLETION OF THE DOWN STREAM

CONVEYANCE SYSTEM

FOR PIPES 12" AND LARGER IN

DIAMETER, SEAL OPENINGS

WITH BRICKS AND MORTAR

DOUBLE ROW BRICKS SHALL BE

EMPLOYED, CONCRETE BRICKS

MAY BE USED.

EXISTING MANHOLE

OR YARD DRAIN

16" MIN

EXISTING

GRADE

DEMOLISH REINFORCED

TUNNEL LID THICKNESS

UNKOWN

DEMOLISH EXISTING TUNNEL

FLOOR THICKNESS UNKNOWN

DEMOLISH TUNNEL

WALL THICKNESS

UNKOWN

DEMOLISH EXISTING 6"

STEAM PIPING

DEMOLISH EXISTING

SAND FILL

SAWCUT PAVEMENT 2'

OUTSIDE OF TRENCH LIMITS

FI

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C

ON

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: F rid ay

, M ay

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A

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A

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING

D E

P A

R

TM

E N

T O

F

TH

E N

A V

Y N

A V

A L

FA

C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

TE

M

S C

O M

M A

N D

NA

VF

AC

A

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TT

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, V

A

NO

RF

O

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HI

PY

AR

D

PO

RT

SM

O

UT

H, V

IR

G

IN

IA

DR

Y

DO

CK

M

O

DE

RN

IZ

AT

DSN

1806701

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

UNCLASSIFIED

MICHAEL A. WASSELL

NNSY CODE 900F.1

DIVISION HEAD

11/20/2024

WILLIAM B. FORBES, PE

NAVFAC ATLANTIC

ENGINEERING & DESIGN DIRECTOR

01/14/2025

SCALE:NTS

GEOTEXTILE DEWATERING BAG DETAILC1 SCALE:NTS

TEMPORARY CAP EXISTING PIPE DETAILC4SCALE:NTS

TEMPORARY YARD DRAIN INLET PROTECTIIONC2

SCALE:NTS

PIPE PLUG DETAILD4

SCALE:NTS

METHOD OF PLUGGING MANHOLE OR YARD DRAINA4SCALE:NTS

DEMOLISH CONCRETE STEAM TUNNEL SECTIONA2

JMW

NTJ MM JAG

14144793

ER

OS

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S

CD501

AS NOTED

AB

AN

DO

NE

D

PI

PE

/M

AN

HO

LE

P

LU

G

/3 0/

W

BE

D D

/2 M

IN

D

/2 M

IN

SEE PLANS

FOR PIPE

SIZE

SEE PLANS FOR

PIPE SIZE

PLAN

NORTHING/EASTING

CENTER OF STRUCTURE

6" M

IN

SECTION

CAST CONC AND

SEAL AROUND

EACH PIPE. SEE

PROFILES FOR

PIPE INVERTS

1'-0"

2' VDOT #57

STONE BEDDING

WRAP

NONWOVEN

GEOTEXTILE

PRECAST

REINFORCED

CONCRETE, SEE

S-001 FOR

LOADING.

INLET SHAPING

3" M

IN

PROVIDE INLET FRAME AND

GRATE. MINIMUM GRATE

DIMENSIONS ARE 24" x 35" WITH

OPEN AREA GREATER THAN 320

SQUARE INCH. GRATE SHALL BE

HEAVY DUTY W/ MIN 100,000 LBS

ALLOWABLE WHEEL LOAD

CAPACITY

4' MIN

4' MIN

NOTES:

1. PROVIDE FRAME AND COVER WITH PROOF LOAD OF 100,000 LBS MINIMUM.

2. WHERE GRATE REQUIRED PROVIDE MINIMUM OF 270 SQUARE INCH OPEN SPACE

IN COVER.

3. WHERE GRATE REQUIRED SUMP RIM 1" BELOW ADJACENT GRADE.

4. THE GRATE MUST BE THE SAME SHAPE AS THE STRUCTURE.

5. STEPS REQUIRED WHEN DEPTH IS GREATER THAN 4' IN ACCORDANCE WITH

VDOT ST1.

6. WHEN MANHOLE IS CONSTRUCTED OVER AN EXISTING SD, DEMOLISH PORTION

OF EXISTING SD LOCATED INSIDE NEW STORM MANHOLE AFTER MANHOLE IS

CONSTRUCTED. ENDS OF THE PIPE SHALL BE CUT SQUARE WITH THE WALLS OF

THE NEW MANHOLE.

7. PLACE ONE-HALF THE NUMBER OF VERTICAL AND HORIZONTAL REINFORCEMENT

DISRUPTED BY INLET OPENING ON EACH SIDE OF THE OPENING. TYPICAL ALL

INLETS.

V A

R

IE

S S

E E

P R

O

FI

LE

S

F O

R D

E P

TH

1'

-0

1' -0

PAVEMENT MANHOLE FRAME AND COVER

2' VDOT #57

STONE BEDDING

#6 @ 6" OC

EW

#6 @ 6" OC

EW EF, TYP

4'-0" OR 5'-0"Ø SEE

PROFILES FOR

SIZE 1'-0"1'-0"

2' -0

WRAP NON WOVEN

GEOTEXTILE

3" CLR,

TYP UON

3"

CLR

8" 8"

#6 @ 6" OC

EW

#6 @ 6" OC

EW EF, TYP

MIN 2'-6"Ø

OPENING

PROVIDE COLLAR AS REQ'D

6"

MIN

#4 @ 12" OC,

TYP

6"

MIN

6" M

IN

2-#4

CIRCULAR

TIES, TYP

#6 @ 6" OC,

TYP

#4

CIRCULAR

TIES, TYP

SEE CS PLANS

FOR ORIENTATION

AND LOCATION OF

STORM PIPE, TYP

OPENING FOR

PIPE, SEE NOTE 1

PROVIDE INLET

SHAPING

NORTHING/EASTING

CENTER OF STRUCTURE

R

SECTION

PLAN

NOTE:

1. PROVIDE 2 WEEP HOLES AT EVERY NEW STORM

STRUCTURE.

2. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC

HARDWARE CLOTH (1/4" MESH), OR GALVANIZED

STEEL WIRE, MINIMUM WIRE DIAMETER 0.03" (NUMBER

4 MESH) HARDWARE CLOTH ANCHORED FIRMLY TO

THE OUTSIDE OF THE STRUCTURE.

M

IN

BUILDING

1'-0"

MATCH EXISTING

THRESHOLD ELEVATION

W/EXPANSION JOINT

5'

ASPHALT

PAVEMENT

#6 BARS

8" O.C. EW/EF

15% MAX

A

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AM

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ME

: D

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DP

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3-

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CS

PL

OT

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, A pr il 3 0, 3:2

6p m

US

ER

: n jon es

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING

D E

P A

R

TM

E N

T O

F

TH

E N

A V

Y N

A V

A L

FA

C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

TE

M

S C

O M

M A

N D

NA

VF

AC

A

TL

AN

TI

C

LA

FA

YE

TT

E

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VE

R

AN

NE

X

- N

OR

FO

LK

, V

A

NO

RF

O

LK

N

AV

AL

S

HI

PY

AR

D

PO

RT

SM

O

UT

H, V

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G

IN

IA

DR

Y

DO

CK

M

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DE

RN

IZ

AT

DSN

1806701

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

UNCLASSIFIED

MICHAEL A. WASSELL

NNSY CODE 900F.1

DIVISION HEAD

11/20/2024

WILLIAM B. FORBES, PE

NAVFAC ATLANTIC

ENGINEERING & DESIGN DIRECTOR

01/14/2025

SCALE:NTS

CONCRETE STORM MANHOLEA1 SCALE:NTS

YARD DRAIN TYPE 1A2

SCALE:NTS

STORM STRUCTURE WEEP HOLEC2 SCALE:NTS

CONCRETE RAMPC4

JMW

NTJ MM JAG

14144811

DR

AI

NA

GE

D

ET

AI

LS

CS503

AS NOTED

YA

RD

D

RA

IN

D

IM

EN

SI

ON

S

/3

0/

W

BE

8'- 0"

10'-0"

SEE PLANS

FOR PIPE SIZE

PROVIDE INLET FRAME AND GRATE. MINIMUM

GRATE DIMENSIONS ARE 24 1/4" x 35 1/4" WITH 360

SQ INCH OF OPEN AREA . GRATE SHALL BE HEAVY

DUTY W/ MIN 100,000 LBS ALLOWABLE WHEEL LOAD

CAPACITY. STAMP "STEAM, NO DUMPING".

PLAN

NORTHING/EASTING

CENTER OF STRUCTURE

6" M

IN

SECTION A-A

6"

MIN

8"

SEE MECHANICAL

DETAIL A4/MS502 FOR

STEAM PENETRATION.

1'-0"

2' VDOT #57 STONE

BEDDING WRAPPED IN

NONWOVEN GEOTEXTILE

PRECAST REINFORCED CONCRETE,

SEE S-001 FOR LOADING.

2'- 0"

1'- 6"

DRIP LEG, SEE MECHANICAL

DETAIL B4/MS504

EL PER PLAN

STEAM PIPE

6" DUCTILE IRON,

SEE PLAN FOR

CONTINUATION

STEAM

NO DUMPING

PL 1/2" STAY IN PLACE

FORMWORK, ALL SIDES

8"

SCUPPER

DRAIN S-517

A4

STEAM

NO DUMPING

SEE MECHANICAL

FOR PIPE MATERIAL

CL

CL

A A

A

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AM

E:

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0-

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DP

DD

3-

0-

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4.d wg L

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NA

ME

: S

TE

AM

A

ND

D

RA

IN

AG

E

DE

TA

ILS

P

LO

TT

ED

: W ed ne sd ay , A pr il 3

0, 3:2 6p m

US

ER

: n jon es

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING

D E

P A

R

TM

E N

T O

F

TH

E N

A V

Y N

A V

A L

FA

C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

TE

M

S C

O M

M A

N D

NA

VF

AC

A

TL

AN

TI

C

LA

FA

YE

TT

E

RI

VE

R

AN

NE

X

- N

OR

FO

LK

, V

A

NO

RF

O

LK

N

AV

AL

S

HI

PY

AR

D

PO

RT

SM

O

UT

H, V

IR

G

IN

IA

DR

Y

DO

CK

M

O

DE

RN

IZ

AT

DSN

1806701

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

UNCLASSIFIED

MICHAEL A. WASSELL

NNSY CODE 900F.1

DIVISION HEAD

11/20/2024

WILLIAM B. FORBES, PE

NAVFAC ATLANTIC

ENGINEERING & DESIGN DIRECTOR

01/14/2025

SCALE:NTS

SECTION - YARD DRAIN TYPE 2A1 SCALE:NTS

STEAM VAULTA3

SCALE:NTS

PLAN SECTION - YARD DRAIN TYPE 2 ADDITIONAL REINF AT OPENINGC1

.0

INVERT PER CIVIL

3" M

IN

Ø/2

TYP

1'-0"

TYP

2'- 0"

8"

Ø

PAVING, PER

CIVIL TYP

1.50000000 MIN

TYP

RIM EL, PER

CIVIL TYP

1'-9"

2'-8" OUT OF PLANE

RAIL, BASE PLATE, AND

GROUT PER C1/CS502

#5, TYP

#4 @ 6" OC,TYP

2-#8, TYP

#8 PER B1/CS502

#11 PER B1/CS502#5 TIES @ 6" OC

#5 @ 6" OC, EF

#5 @ 6" OC, T&B

4'-0" TYP

#5 TIES @ 6" OC ADDL' #5 TIES, TYP

2'-0" TYP

48.00000000 TYP

#5 @ CORNER, TYP NOTE:

TYPICAL RAIL SLAB REINFORCEMENT

SHOWN AS GRAY, SEE B1/CS502

OPENING

2'-8"

1'- 9"

2-#8, TYP

VAULT WALL BELOW, TYP

A1

CS504

#5 @ 6" OC

#5 @ 6" OC

CL RAIL SLAB AND

YARD DRAIN

JMW

NTJ WDF JAG

14144812

ST

EA

M A

ND

D

RA

IN

AG

E

DE

TA

IL

S

CS504

AS NOTED

4'-0" MIN

INLET SHAPING

PROVIDE INLET FRAME AND GRATE. MINIMUM GRATE

DIMENSIONS ARE 24" x 35" WITH OPEN AREA GREATER THAN

320 SQUARE INCH. GRATE SHALL BE HEAVY DUTY W/ MIN

100,000 LBS ALLOWABLE WHEEL LOAD CAPACITY

YA

RD

D

RA

IN

D

IM

EN

SI

ON

S

/3

0/

W

BE

WV

SW

E E E

SW

SW

SW

SW

SW

SW SW SW SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

AIR

AIRAIR

AIR

AI

R

AIR

AIR

AIR

AIR

AIR

AIR

AIR

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

6''W

6''W

6''W

6''W

6''W

6''W

6''W

6''W

6''W

6''W

6''W

6''W

6''W

6''W

6''W

6' 'W

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

E

E

E

E

E

E

E

E

E E

E E

E

E E

E E

E

E

E E E E E E E E E

E

E

E

E

E

E

E

W

W

W

WV

WV

AIR

AIR

W

W

W

W

12"SW

SW

SW

SW

6' 'W

6'' W

6'' W

SSFM

SSFMCA

ST

M

ST

M

STM

SW

SW

SF

F

SF

F

SFF

SFF

FW

FW

FW

FW

FW

FW FW FW

FW

SFF SFF SFF SFF

SWSW

TYP AROUND HEAD OF DOCK

DRY DOCK 3

TYP

9 18

6"

SF

F-1

8"

FW

-1

" S

W -1

6"

SF

F-1

6" S

TM

-38"

C A-

10"

SSFM -2

8" FW-1

12" SW-1

6" SFF-1

8" FW-1

12" SW-1

6" SFF-1

6" STM-3

TYP

TYP

TYP

TMH-2035

EXISTING EMH-1033EXISTING EMH-S1245

EXISTING EMH-1298

EXISTING EMH-1245

EXISTING EMH-1034

8" x 8" TEE CA

12" x

12" TEE

12" x 4" TEE 8" x 4" TEE

UTILITY TRENCH

STRUCTURAL

FOUNDATION

STRUCTURAL

FOUNDATION

CRANE RAILRAILROAD

4.5'x4.5' MIN

4.5'x4.5' MIN

DD

FN

R1

8" CA-3

12" SW-5

6" CA-2

C3

CU502 12

TYP 8

TYP

8 x 6

FWNR1

CA

WP 1 BASELINE

NORTHING: 3465385.16

EASTING: 12128193.88 ST

A

+0

ST

A

+5

ST

A

+0

ST

A

+5

ST

A

+0

S76° 49' 05.49"E

1+

1+

2+50

1+

0+

1+50

1+

2+50

2+50

3+

0+37

0+00

0+13

0+00

2+32 2+00

2+00

0+13

2+28

2+00

1+00

2+73

2+

3+00

4+00

0+25

0+00

FI

LE

N

AM

E:

Q

:\N

OR

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0-

\20 C

AD

D\

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DP

DD

3-

0-

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DD

3\D

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DP

DD

3-

0-

CU

3.d wg L

AY

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NA

ME

: C

IV

IL

UT

ILI

TI

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P

LA

N

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A

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D:

T hu rsd ay

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5 -

4:

pm U

SE

R:

nj on es

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING

D E

P A

R

TM

E N

T O

F

TH

E N

A V

Y N

A V

A L

FA

C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

TE

M

S C

O M

M A

N D

NA

VF

AC

A

TL

AN

TI

C

LA

FA

YE

TT

E

RI

VE

R

AN

NE

X

- N

OR

FO

LK

, V

A

NO

RF

O

LK

N

AV

AL

S

HI

PY

AR

D

PO

RT

SM

O

UT

H, V

IR

G

IN

IA

DR

Y

DO

CK

M

O

DE

RN

IZ

AT

DSN

1806701

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

UNCLASSIFIED

MICHAEL A. WASSELL

NNSY CODE 900F.1

DIVISION HEAD

11/20/2024

WILLIAM B. FORBES, PE

NAVFAC ATLANTIC

ENGINEERING & DESIGN DIRECTOR

01/14/2025

0 20'10'

AR

EA

- C U1

AREA 110 - CU110

SHEET NOTES

SHEET KEYNOTES

PLAN

NORTH

SCALE:1" = 10'

AREA 103 - CIVIL UTILITIES PLAN

KEY PLAN

PLAN

NORTH

1. SEE V-001 THRU V-203 FOR EXISTING SURVEY LEGEND AND NOTES.

2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL

CIVIL NOTES.

3. SEE C-004 FOR EROSION CONTROL NOTES.

4. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL WORK INSIDE THE

DRY DOCK, MOORING DEVICES, AND OTHER ITEMS AS INDICATED.

5. SEE MECHANICAL DRAWINGS FOR UTILITY WORK IN THE UTILITY

TUNNELS AND DRY DOCK.

6. SEE ELECTRICAL DRAWINGS FOR WORK ON

POWER/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.

7. UTILITY ROUTES ARE DRAWN FOR SCHEMATIC PURPOSES USING

STANDARD FITTINGS, CONTRACTOR IS RESPONSIBLE FOR LOCATING

THE EXISTING CONNECTIONS AND PROVIDING THE FITTINGS

NECESSARY FOR INSTALLING THE PROPOSED PATHS, SEE THE UTILITY

PROFILES FOR LOCATIONS OF VERTICAL OFFSETS.

8. THRUST BLOCKS NOT SHOWN FOR CLARITY. SEE C-002 UTILITY NOTES

FOR MECHANICALLY RESTRAINED JOINTS AND THRUST BLOCK

LOCATIONS.

3. CONNECT TO EXISTING SALT WATER SYSTEM (SW)

4. CONNECT TO EXISTING COMPRESSED AIR SYSTEM (CA)

7. 11.25° BEND MATCH PIPE SIZE

8. 22.5° BEND MATCH PIPE SIZE

9. 45° BEND MATCH PIPE SIZE

10. 90° ELBOW MATCH PIPE SIZE

12. GATE VALVE AND VALVE BOX MATCH PIPE SIZE

14. SEE MECHANICAL DRAWINGS FOR CONTINUATION

15. PIPE SLEEVE

18. STEAM EXPANSION LOOP

DRY DOCK 2

DRY DOCK 4

102101 103 104 105 106

107 108

115 114

109119

11. REDUCER

24. NOT USED

25. STEAM ANCHOR SEE MECHANICAL FOR DETAIL.

JMW

NTJ NTJ JAG

14144815

CI

VI

L

UT

IL

IT

IE

S

PL

AN

AR

EA

CU103

AS NOTED

RE

ST

RA

IN

ED

JO

IN

TS

/3 0/

W

BE

AutoCAD SHX Text

MH

AutoCAD SHX Text

EMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MW

AutoCAD SHX Text

RRSW

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text WVx3

AutoCAD SHX Text

WV

AutoCAD SHX Text

METAL BLDG 1802

AutoCAD SHX Text

1 STORY CONC BLDG 407

AutoCAD SHX Text

FFE=103.47

AutoCAD SHX Text

FFE=103.13

AutoCAD SHX Text

STORAGE AWNING

AutoCAD SHX Text

FFE=102.12

AutoCAD SHX Text

RR SWITCH

AutoCAD SHX Text

UVLT

AutoCAD SHX Text

EVLT

AutoCAD SHX Text

PAD

AutoCAD SHX Text

RR SWITCH

AutoCAD SHX Text

SUBSTATION

AutoCAD SHX Text

AC

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

7'CLF

AutoCAD SHX Text

CROSSWALK

AutoCAD SHX Text

STEEL PLATE

AutoCAD SHX Text

STEEL PLATE

AutoCAD SHX Text

BUS STOP

AutoCAD SHX Text 10"V

AutoCAD SHX Text 10"V

AutoCAD SHX Text 12"V

AutoCAD SHX Text 12"V

AutoCAD SHX Text 12"V

AutoCAD SHX Text 4"V

AutoCAD SHX Text 6"V

AutoCAD SHX Text 6"V

AutoCAD SHX Text

12"V DATR

AutoCAD SHX Text

30"V DATR

AutoCAD SHX Text

12"V DATR

AutoCAD SHX Text

DATR

AutoCAD SHX Text 12"V

AutoCAD SHX Text 12"C

AutoCAD SHX Text

BLDG 215

AutoCAD SHX Text

AV

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

EOI

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

AIRV

AutoCAD SHX Text

8"AIR

AutoCAD SHX Text

8"AIR

AutoCAD SHX Text

14"AIR

AutoCAD SHX Text

14"AIR

AutoCAD SHX Text

2"AIR (QLD)

AutoCAD SHX Text

1"FW (QLD)

AutoCAD SHX Text

8"FW

AutoCAD SHX Text

6"FW

AutoCAD SHX Text

6"FW

AutoCAD SHX Text

6"FW

AutoCAD SHX Text

6"FW (SFF)

AutoCAD SHX Text

6"FW

AutoCAD SHX Text 6"

AutoCAD SHX Text

12"SW

AutoCAD SHX Text

12"SW

AutoCAD SHX Text

8"FW

AutoCAD SHX Text C

AutoCAD SHX Text E

E

"S

W (Q

LD

EO

I

12"SW ABAN

3"

C A

C A

SWSWSWSW SW

S

TM

FW

FW

FW

FW

FW FW FW FW FW FW FW FW FW FW FW FW

SFF SFF SFF SFF SFF SFF SFF SFF

SW

SFF SFF SFF

0+

3+50 4+50

2+50 3+50

0+50

1+50

0+07

0+00

0+62

0+07

0+00 0+38

0+00

3+00 4+00 5+00

0+00

0+17

0+00

0+15

0+00

2+00 3+00 4+00

0+00

1+002+00

0+10

0+00

1+

1+

0+00

0+16

0+00

ST

A

+5

ST

A

+0

ST

A

+5

ST

A

+0

ST

A

+0

DRY DOCK 3

8" FW-1

6" SFF-1

4"

FW 6"

SW

6" C

A-

6" SFF-1

4"

FW

8"

FW

-2

12"

SW-1

6"SW 6"SW

6" S

TM

-5

TYP

6"

SF

F

TMH-2033

EXISTING EMH-1300

EMH-2034

EMH-2035

EXISTING EMH-1299

TYP

12" x 6" TEE

STRUCTURAL

FOUNDATION 14

UTILITY TRENCH

8" x 8" TEE

CRANE RAIL

RAILROAD

12" x 6" TEE

RAILROAD

6" x 6" TEE

12" x 6" TEE12" SW-1 12" SW-1

DD

FN

R2

SW

NR

1A

SW

NR

1B

FW

NR

SF

FN

R1

CA

-5

FW

NR

8" FW-1

12" SW-4

HYDRANT 3

A1

CU502 17

C2

CU501 23

C3

CU502 12

DDFNR2

10TYP

SW-1

CU501

C2

8" x 6"

TEE

12" x 12" TEE

ST

M

-5

S-539

C1 UTILITY

TROUGH

8" x 4" TEE

A3

CS504 26

FI

LE

N

AM

E:

Q

:\N

OR

\10

0-

\20 C

AD

D\

_A cti ve \_D

RY

DP

DD

3-

0-

RM

DD

3\D

RY

DP

DD

3-

0-

CU

4.d wg L

AY

OU

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NA

ME

: C

IV

IL

UT

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TI

ES

P

LA

N

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RE

A

PL

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D:

T hu rsd ay

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5 -

4:

pm U

SE

R:

nj on es

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING

D E

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ED

UNCLASSIFIED

UNCLASSIFIED

MICHAEL A. WASSELL

NNSY CODE 900F.1

DIVISION HEAD

11/20/2024

WILLIAM B. FORBES, PE

NAVFAC ATLANTIC

ENGINEERING & DESIGN DIRECTOR

01/14/2025

0 20'10'

AR

EA

- C U1

AREA 111 - CU111

SHEET NOTES

AR

EA

- C

U1

PLAN

NORTH

SCALE:1" = 10'

AREA 104 - CIVIL UTILITIES PLAN

DRY DOCK 2

DRY DOCK 4

102101 103 104 105 106

107 108

115 114

109119

KEY PLAN

PLAN

NORTH

SHEET KEYNOTES

4. CONNECT TO EXISTING COMPRESSED AIR SYSTEM (CA)

8. 22.5° BEND MATCH PIPE SIZE

9. 45° BEND MATCH PIPE SIZE

10. 90° ELBOW MATCH PIPE SIZE

12. GATE VALVE AND VALVE BOX MATCH PIPE SIZE

14. SEE MECHANICAL DRAWINGS FOR CONTINUATION

15. PIPE SLEEVE

17. FIRE HYDRANT ASSEMBLY

C1

CU301

1. SEE V-001 THRU V-203 FOR EXISTING SURVEY LEGEND AND NOTES.

2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL

CIVIL NOTES.

3. SEE C-004 FOR EROSION CONTROL NOTES.

4. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL WORK INSIDE THE DRY

DOCK, MOORING DEVICES, AND OTHER ITEMS AS INDICATED.

5. SEE MECHANICAL DRAWINGS FOR UTILITY WORK IN THE UTILITY

TUNNELS AND DRY DOCK.

6. SEE ELECTRICAL DRAWINGS FOR WORK ON

POWER/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.

7. UTILITY ROUTES ARE DRAWN FOR SCHEMATIC PURPOSES USING

STANDARD FITTINGS, CONTRACTOR IS RESPONSIBLE FOR LOCATING

THE EXISTING CONNECTIONS AND PROVIDING THE FITTINGS

NECESSARY FOR INSTALLING THE PROPOSED PATHS, SEE THE UTILITY

PROFILES FOR LOCATIONS OF VERTICAL OFFSETS.

8. THRUST BLOCKS NOT SHOWN FOR CLARITY. SEE C-002 UTILITY NOTES

FOR MECHANICALLY RESTRAINED JOINTS AND THRUST BLOCK

LOCATIONS.

19. STEAM PIPE SLEEVE

3. CONNECT TO EXISTING SALT WATER SYSTEM (SW)

24. NOT USED

26. STEAM VAULT

23. PIPE CASING

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AutoCAD SHX Text

EB

AutoCAD SHX Text E

AutoCAD SHX Text

EB

AutoCAD SHX Text

FFE=101.47

AutoCAD SHX Text

LP

AutoCAD SHX Text

EMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text WVx4

AutoCAD SHX Text

WV

AutoCAD SHX Text M140

AutoCAD SHX Text

CO

AutoCAD SHX Text

METAL STAIRS

AutoCAD SHX Text

8"SD

AutoCAD SHX Text

8"SD

AutoCAD SHX Text

12"DI

AutoCAD SHX Text

12"DI

AutoCAD SHX Text

DATR

AutoCAD SHX Text UVx2

AutoCAD SHX Text

DEMINERALIZATION ENCLOSURE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

VALVE RACK

AutoCAD SHX Text

8"SD

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ESTUB

AutoCAD SHX Text

EMH

AutoCAD SHX Text

10" SW

AutoCAD SHX Text

EOI

AutoCAD SHX Text

8"SW ABAND

AutoCAD SHX Text

12"SW ABAN

AutoCAD SHX Text E

AutoCAD SHX Text

EMH

AutoCAD SHX Text

6"AIR (QLD)

AutoCAD SHX Text

6"AIR

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

E-DUCT

AutoCAD SHX Text

WV

AutoCAD SHX Text

WATER(QLD)

AutoCAD SHX Text

10" SW

AutoCAD SHX Text

WM#2

AutoCAD SHX Text

6"FW ABAN

AutoCAD SHX Text

6"FW ABAN

AutoCAD SHX Text

6" STM (QL-D)

AutoCAD SHX Text

4"AIR (QLD)

AutoCAD SHX Text

4"AIR ABAN

AutoCAD SHX Text

E-DUCT

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ST

A

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12" x 6" TEE

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING

D E

P A

R

TM

E N

T O

F

TH

E N

A V

Y N

A V

A L

FA

C

IL

IT

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IA

DR

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DO

CK

M

O

DE

RN

IZ

AT

DSN

1806701

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

UNCLASSIFIED

MICHAEL A. WASSELL

NNSY CODE 900F.1

DIVISION HEAD

11/20/2024

WILLIAM B. FORBES, PE

NAVFAC ATLANTIC

ENGINEERING & DESIGN DIRECTOR

01/14/2025

0 20'10'

AR

EA

- C U1

SHEET NOTES

AR

EA

- C

U1

PLAN

NORTH

SCALE:1" = 10'

AREA 105 - CIVIL UTILITIES PLAN

DRY DOCK 2

DRY DOCK 4

102101 103 104 105 106

107 108

115 114

109119

KEY PLAN

PLAN

NORTH

AREA 112 - CU112

SHEET KEYNOTES

1. CONNECT TO EXISTING WATER SYSTEM (FW)

3. CONNECT TO EXISTING SALT WATER SYSTEM (SW)

9. 45° BEND MATCH PIPE SIZE

10. 90° ELBOW MATCH PIPE SIZE

12. GATE VALVE AND VALVE BOX MATCH PIPE SIZE

14. SEE MECHANICAL DRAWINGS FOR CONTINUATION

15. PIPE SLEEVE

1. SEE V-001 THRU V-203 FOR EXISTING SURVEY LEGEND AND NOTES.

2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL

CIVIL NOTES.

3. SEE C-004 FOR EROSION CONTROL NOTES.

4. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL WORK INSIDE THE DRY

DOCK, MOORING DEVICES, AND OTHER ITEMS AS INDICATED.

5. SEE MECHANICAL DRAWINGS FOR UTILITY WORK IN THE UTILITY

TUNNELS AND DRY DOCK.

6. SEE ELECTRICAL DRAWINGS FOR WORK ON

POWER/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.

7. UTILITY ROUTES ARE DRAWN FOR SCHEMATIC PURPOSES USING

STANDARD FITTINGS, CONTRACTOR IS RESPONSIBLE FOR LOCATING

THE EXISTING CONNECTIONS AND PROVIDING THE FITTINGS

NECESSARY FOR INSTALLING THE PROPOSED PATHS, SEE THE UTILITY

PROFILES FOR LOCATIONS OF VERTICAL OFFSETS.

8. THRUST BLOCKS NOT SHOWN FOR CLARITY. SEE C-002 UTILITY NOTES

FOR MECHANICALLY RESTRAINED JOINTS AND THRUST BLOCK

LOCATIONS.

23. PIPE CASING

8. 22.5° BEND MATCH PIPE SIZE

6. CONNECT TO EXISTING STEAM (STM)

19. STEAM PIPE SLEEVE

24. NOT USED

25. STEAM ANCHOR SEE MECHANICAL FOR DETAIL

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NTJ NTJ JAG

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AS NOTED

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W

BE

AutoCAD SHX Text E

AutoCAD SHX Text

EB

AutoCAD SHX Text E

AutoCAD SHX Text

EB

AutoCAD SHX Text

FFE=101.47

AutoCAD SHX Text

LP

AutoCAD SHX Text

EMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text WVx4

AutoCAD SHX Text

WV

AutoCAD SHX Text M140

AutoCAD SHX Text

CO

AutoCAD SHX Text

METAL STAIRS

AutoCAD SHX Text

8"SD

AutoCAD SHX Text

8"SD

AutoCAD SHX Text

12"DI

AutoCAD SHX Text

12"DI

AutoCAD SHX Text

DATR

AutoCAD SHX Text UVx2

AutoCAD SHX Text

DEMINERALIZATION ENCLOSURE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

VALVE RACK

AutoCAD SHX Text

8"SD

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ESTUB

AutoCAD SHX Text

EMH

AutoCAD SHX Text

10"…