ATTACHMENT J - SPECS APP C.pdf

V47 Breakwater Pier eProject No. 1605379 Naval Station Norfolk, Norfolk, VA

APPENDIX 'C'

PROJECT AND SITE PERMITS

V47 Breakwater Pier eProject No. 1605379 Naval Station Norfolk, Norfolk, VA

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DEPARTMENT OF THE ARMY

US ARMY CORPS OF ENGINEERS

NORFOLK DISTRICT

FORT NORFOLK

803 FRONT STREET

NORFOLK VA 23510-1011

October 12, 2023

Eastern Virginia Regulatory Section NAO-2009-02841 / VMRC# 23-v1875 (Willoughby Bay)

Naval Station Norfolk, CAPT Vince W. Baker, Commanding Officer 9742 Virginia Ave, Bldg. A-81 Norfolk, VA 23511

Dear CAPT Baker:

This is in reference to the Department of the Army application (NAO-2009-02841 / VMRC# 23-v1875) you submitted to construct a new 26-foot wide by 200-foot foot long pile-supported pier, fender pilings, and associated 200-foot long breakwater to accommodate the safe berthing of small Naval vessels. All work will be performed at the northwest corner of the small craft basin, adjacent to Building V-47 on Naval Station Norfolk in Norfolk, Virginia. Your proposed project as described above and depicted on attached drawings entitled “Proposed V47 Breakwater Pier,” dated August 8, 2023, stamped as received by our office on August 14, 2023, and attached drawings entitled “V-47 BREAKWATER PIER” dated April 28, 2023, stamped as received by our office on August 23, 2023, satisfies the terms and conditions of Norfolk District’s State Programmatic General Permit for piers, aquaculture, shoreline, dredging, and other activities (23-SPGP-PASDO), Category B. For Category B, permittees must also obtain authorization from the Virginia Marine Resources Commission (VMRC), Virginia Department of Environmental Quality (VDEQ), and/or a Local Wetlands Board by permit, rule, or regulation prior to commencing work in Waters of the U.S. Private piers for noncommercial purposes that qualify for the statutory authorization found in Section 28.2-1203(A)5 of the Code of Virginia (no permit required from the VMRC) are covered under Category B. Provided that you follow the general and permit specific conditions of the 23-SPGP-PASDO and any additional special conditions that have been included below, no further authorization will be required from the Corps.

IF THE STATE OR LOCAL WETLAND BOARD DOES NOT AUTHORIZE THE

PROPOSED ACTIVITY THIS IS A PROVISIONAL NOTIFICATION THAT A 23-SPGP-

PASDO CATEGORY C AUTHORIZATION IS REQUIRED and you (the applicant) must certify that federally licensed or permitted activities affecting Virginia’s coastal uses or resources will be conducted in a manner consistent with the Virginias’ coastal zone management program (Virginia CZM program) and obtain concurrence from the DEQ, office of environmental impact review (OEIR). It is YOUR responsibility to submit a consistency certification to the OEIR for concurrence or objection, and proof of concurrence must be submitted to the Corps prior to final permit authorization. A template federal consistency certification can be found in the Federal Consistency Manual here: https://www.deq.virginia.gov/our-programs/environmental-impact-review/federal-consistency. For more information or to obtain a list of the enforceable policies of the Virginia CZM Program, contact the DEQ-OEIR at (804) 659-1915 or e-mail: bettina.rayfield@deq.virginia.gov.

The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration.

If you suspect that your project may result in purposeful take of migratory birds, contact the U.S. Fish and Wildlife Service Migratory Bird Program at PermitsR5MB@fws.gov. If you are interested in voluntarily reducing impacts to migratory birds and their habitats, please consult https://fws.gov/birds/managment/project-assessment-tools-and-guidance/conservation-measures.php for conservation measures.

Please note that you should either obtain a U.S. Fish and Wildlife Service (FWS) bald eagle take permit or a letter of concurrence from FWS indicating that a permit is not necessary prior to initiating construction activities. You should contact Thomas Wittig concerning this matter at 413-253-8577 or Thomas_wittig@fws.gov.

Enclosed is a "compliance certification" form, which must be signed and returned within 30 days of completion of the project. Your signature on this form certifies that you have completed the work in accordance with the regional permit terms and conditions.

Unless suspended or revoked, the 23-SPGP-PASDO will be in effect until September 4, 2028. Activities which have commenced (i.e., are under construction) or are under contract to commence construction in reliance upon 23-SPGP-PASDO will remain authorized provided the activity is completed within 12 months of the date of this 23-SPGP-PASDO’s expiration of September 4, 2028, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend, or revoke the authorization in accordance with 33 CFR 325.7(a-e). Activities qualifying for this extension that are not complete by September 4, 2029, must apply for new general and/or individual Corps permit authorization. Activities which have NOT commenced and are NOT under contract to commence construction by the September 4, 2028, expiration require a new general and/or individual Corps permit authorization.

The State Water Control Board provided unconditional §401 Water Quality Certification (WQC) for this 23-SPGP-PASDO. Therefore, the activities that qualify for this 23-SPGP-PASDO meet the requirements of the VDEQ Virginia Water Protection Permit Regulation, provided that you abide by the conditions of this 23-SPGP-PASDO.

You will not be required to obtain a separate §401 WQC from VDEQ. This authorization does not relieve your responsibility to comply with local requirements pursuant to the Chesapeake Bay Preservation Act (CBPA), nor does it supersede local government authority and responsibilities pursuant to the Act. You should contact your local government before you begin work to find out how the CBPA applies to your project.

Pursuant to the Coastal Zone Management Act (CZMA) of 1972, the VDEQ Virginia Coastal Zone Management Program (VCP) completed its review of the Federal Consistency Determination (FCD) for this SPGP-PASDO on June 6, 2023, and provided conditional concurrence that Category B authorizations under the 23-SPGP-PASDO are consistent with the VCP. Authorizations under this 23-SPGP-PASDO do not supersede State or local government authority or responsibilities pursuant to any State or local laws or regulations.

In granting an authorization pursuant to this permit, the Norfolk District has relied on the information and data provided by the permittee. If, subsequent to notification by the Corps that a project qualifies for this permit, such information and data prove to be materially false or materially incomplete, the authorization may be suspended or revoked, in whole or in part, and/or the Government may institute appropriate legal proceedings. Please note that you should obtain all required State and local authorizations before you proceed with the project.

If you have any questions and/or concerns about this permit authorization, please contact Traycie West via telephone at (757) 201-7179 or via email at Traycie.L.West@usace.army.mil.

Sincerely, Traycie West Eastern Virginia

Regulatory Section

Enclosure(s)

Cc: Agent Virginia Marine Resources Commission Local Wetlands Board Department of Environmental Quality

U.S. Army Corps Of Engineers Norfolk District

CERTIFICATE OF COMPLIANCE

WITH

ARMY CORPS OF ENGINEERS PERMIT

Permit Number: NAO-2009-02841

VMRC Number: 23-v1875

Corps Contact: Traycie L. West

Permittee Name: US Navy – Pier at Bldg. 47

Date of Verification: October 2023

Permit Type: 23-SPGP-PASDO

Within 30 days of completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification, and return it to the following address:

US Army Corps of Engineers - Norfolk District

CENAO-WR-R

Attn: Traycie L West 803 Front Street Norfolk, VA 23510-1011

Or scan and send via email to Traycie.L.West@usace.army.mil

Please note that your permitted activity is subject to a compliance inspection by a U.S.

Army Corps of Engineers representative. If you fail to comply with this permit, you are subject to permit suspension, modification, or revocation.

I hereby certify that the work authorized by the above-referenced permit has been completed in accordance with the terms and conditions of the said permit and required mitigation has been completed in accordance with the permit conditions.

Signature of Permittee Date

Proposed V47 Breakwater Pier

U.S. NAVY GEOREADINESS PROGRAM

FOR OFFICIAL USE ONLY

Created on: 8/8/2023 at 1043 Pacific Generated on GeoReadiness Explorer

Proposed V47 Breakwater Pier

SYMBOL KEY

Override 1

Override 1

Override 2

Historic District

Sensitive Areas

Cemetery (polygon)

Installation Boundary

Road Name

INSTALLATION LOCATION

0 0.1 0.20.05 mi

0 0.15 0.30.07 km

Credits: Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community, VGIN, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, USDA

This map and data contained herein is For Official Use Only. All data shown is considered Unclassified Sensitive upon Aggregation. Reproduction, distribution, publication or exhibition of this data is strictly prohibited without the written consent of the Regional Navy Command. The data contained in this map is subject to change. Please contact the creator for any questions or to request an updated version.

FOR OFFICIAL USE ONLY

Received by VMRC August 11, 2023 /blh

Received by USACE PB 08/14/2023

V-47 BREAKWATER PIER

NAVAL STATION NORFOLK ~ NORFOLK, VIRGINIA

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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

8 V-101 EXISTING CONDITIONS PLAN

CIVIL

9 C-101 OVERALL SITE PLAN

10 C-501 CIVIL DETAILS

STRUCTURAL

11 S-001 STRUCTURAL NOTES

12 S-002 STRUCTURAL NOTES, LEGEND, AND ABBREVIATIONS

SD101 DEMOLITION PLAN AND SECTION14

S-101 PILE PLAN15

S-102 DECK PLAN16

S-301 TYPICAL SECTIONS - SHEET 1 OF 217

S-302 TYPICAL SECTIONS - SHEET 2 OF 218

S-303 SUBSTATION PLATFORM SECTION19

S-501 PRESTRESSED CONCRETE SHEET PILE DETAILS20

S-502 PRESTRESSED CONCRETE PILE DETAILS21

S-503 PIER SLAB AND PILE CAP DETAILS22

S-504 APPROACH SLAB DETAILS23

S-505 SUBSTATION PLATFORM DETAILS24

S-506 MOORING HARDWARE DETAILS25

S-507 FENDER SYSTEM AND CONCRETE PILE CAP DETAILS26

S-508 EXPANSION JOINT, WALE, AND TIE ROD DETAILS27

S-509 LADDER DETAILS28

S-510 MISCELLANEOUS DETAILS29

S-511 GUARDRAIL AND STAIR RAILING DETAILS30

S-601 PILE SCHEDULES

ELECTRICAL

E-001 ELECTRICAL NOTES, ABBREVIATIONS AND LEGEND32

E-101 ELECTRICAL SITE PLAN - LANDSIDE33

E-102 ELECTRICAL SITE PLAN - PIER34

E-103 ELECTRICAL SITE PLAN - GROUNDING35

E-401 ENLARGED PLAN - ELECTRICAL SERVICE36

E-501 ELECTRICAL DETAILS - SERVICE EQUIPMENT AND PEDESTAL37

E-502 ELECTRICAL DETAILS - GROUNDING AND DUCTBANK38

E-503 GROUNDING DETAILS - SHEET 1 OF 239

E-504 GROUNDING DETAILS - SHEET 2 OF 240

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.

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S-003 SUGGESTED SEQUENCE OF CONSTRUCTION12869722

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'

0.2 1'

1.0 0'

0.1 2'

NATIONAL GEODETIC VERTICAL DATUM

(NGVD) 1972 ADJUSTMENT

0.8 1'

0.7 1'

0.9 1'

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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CHK

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12869679

G-003

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

D

C

B

A

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).

D

C

B

A

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*

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.

BUILDING V121

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UNCLASSIFIED

UNCLASSIFIED

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.

GE

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AS NOTED

12869680

G-101

120'0 60'

EXISTING PILE CAP

EXISTING HANDRAIL

CONTRACTOR

PARKING AND

MATERIAL

STORAGE AREA

CONTRACTOR

PERSONNEL

ENTRANCE GATE

CONTRACTOR TRUCK

ENTRANCE GATE

V 47

BUILDING

V 29

BUILDING

V 53

BUILDING

V 52

BUILDING

SECURITY FENCE

AIRFIELD FENCE

WB-2 WB-5

WB-6WB-4WB-3

20B-01

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CHK

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UNCLASSIFIED

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

GE

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12869681

B-101

EXISTING PILE CAP

EXISTING HANDRAIL

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

V -4

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IN

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M

S C

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M

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N A

V A

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CHIEF ENG/ARCH

FIRE PROTECTION

N O

T

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S

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TI

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IN

A

R Y

FINAL BACKCHECK SUBMITTAL - 2023/04/28

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CL

AS

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FI

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UNCLASSIFIED

UNCLASSIFIED

GENERAL SHEET NOTE:

FOR APPROXIMATE BORING LOCATIONS, SEE SHEET B-101.

BO

RI

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LO

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SH

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T 1 O

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BA TNT2 MEW

AS NOTED

12869682

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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

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

V -4

B

R E

A K

W A

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N

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N O

T

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S

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TI

O

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IM

IN

A

R Y

FINAL BACKCHECK SUBMITTAL - 2023/04/28

UN

CL

AS

SI

FI

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UNCLASSIFIED

UNCLASSIFIED

GENERAL SHEET NOTE:

FOR APPROXIMATE BORING LOCATIONS, SEE SHEET B-101.

BO

RI

NG

LO

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SH

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T 2 O

F

BA TNT2 MEW

AS NOTED

12869683

B-602

W

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SCALE:

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NAVFAC DRAWING NO.

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S Y

M D

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IP

TI

O N

D A

TE

A

P P

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

V -4

B

R E

A K

W A

TE

R

P

IE

R N

A V

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N

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N

P R

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FINAL BACKCHECK SUBMITTAL - 2023/04/28

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AS

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UNCLASSIFIED

UNCLASSIFIED

PLAN

NORTH

SCALE: 1" = 60'

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.

WILLOUGHBY BAY

HYDROGRAPHIC SPOT

ELEV, TYP, SEE NOTE 1

EX

IS

TI

NG

C

ON

DI

TI

ON

S

PL

AN

BA WBT MEW

AS NOTED

12869684

V-101

EXIST. TIMBER SCREEN

EXIST. FLOATING DOCK

EXIST. BOAT RAMP

EXIST. BOAT HOUSE

EXIST. FLOATING DOCK

EDGE OF

EXIST. WHARF

EXISTING PILE CAP

EXISTING HANDRAIL

EXPANSION JOINT

SECURITY FENCE

SECURITY FENCE

SLIDING GATE

8" WATER

STORM DRAIN

PIPING, TYP

UNDERGROUND

COMMUNICATION,

TYP

UNDERGROUND

ELECTRIC, TYP

UNDERGROUND

COMPRESSED

AIR, TYP

1.5" WATER

3"

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 CONC,

8" THICK

6" VDOT STD #57

AGGREGATE

BASE COURSE

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

CENTERED IN SLAB

PLACE CONSTRUCTION JOINTS ON 10 FOOT CENTERS.

COMPACTED SUBGRADE TO

95% STANDARD PROCTOR

MAX DRY DENSITY

12"

TYP

EXISTING PAVEMENT

DOWEL #6 BARS INTO

EXISTING CONC.

@ 12" O.C. ALL SIDES

CONC. PAVEMENT SECTION, SEE

DETAIL B1 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

6"

VARIES

FIN.GRADE

SEE PAVEMENT

PATCH DETAIL B1

FOR CONCRETE

AND A4 FOR

ASPHALT THIS

SHEET.

NOTE: DEPTH = 6", UNLESS OTHERWISE INDICATED.

VDOT STD. #57

AGGREGATE

8"

C JOINTL

FULL WIDTH KEY 16" LONG PLAIN #6

DOWEL @ 12" O/C

FELT & ASPHALT RIBBON OR

ASPHALT BOARD STRIP. SAW

OUT AFTER FINISHING & SEAL.

(15' O/C MAX)

JOINT SEALANT

1/3 C

ON

C.

TH

IC

KN

ES

S 1/2

1/2"

8"

4 1 /2"

JOINT SEALANT

16" LONG SMOOTH

#5 DOWEL @ 12" O.C.

1/2

1/8R

1/2" 3"

MAX

PAINT & GREASE

FREE END

FIXED END

9 1/8"8 1/8"1" MIN

12"

D/2 D

6"

12"

D D/2

1/10 D

MIN.

TRENCH WIDTH

PAVEMENT

6"

NOTE: DEPTH = 6", UNLESS OTHERWISE INDICATED.

VARIES,

TYP

SE

E

NO

TE

SE

E

NO

TE

12"

MIN

COMPACTED

BACKFILL

MATERIAL

UNDISTURBED

SUBGRADE

SEE PAVEMENT

PATCH DETAIL

C3 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.

6"

6"

8"

#4 @ 9" O.C.

#4 @ 9" O.C.

TYPICAL

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

FLOW FLOW

8" #57 AGGREGATE

1" 3"

4"

4"

(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

FI

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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

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

V -4

B

R E

A K

W A

TE

R

P

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V A

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TA

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N O

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FO

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CHIEF ENG/ARCH

FIRE PROTECTION

N

AV

AL

F

AC

IL

IT

IE

S

EN

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IN

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M

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O M

M

AN

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AN

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ID

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D C

B L

N A

V A

L S

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O N

N O

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T

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O N

S

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TI

O

N

P R

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FINAL BACKCHECK SUBMITTAL - 2023/04/28

UN

CL

AS

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UNCLASSIFIED

UNCLASSIFIED

SCALE:NTS

PAVEMENT DESIGNC1 C-101 SCALE:NTS

BOLLARD DETAILC2 C-101

SCALE:NTS

SINGLE PIPE BEDDING DETAILB2

SCALE:NTS

TRENCHING PAVEMENT REPAIR DETAILA3SCALE:NTS

CONCRETE PAVEMENT JOINT DETAILSA1

CI

VI

L D

ET

AI

LS

BA WBT MEW

AS NOTED

12869686

C-501

SCALE:NTS

DUAL PIPE BEDDING DETAILB1

2'- 6"

M

IN

CONTROL JOINTCONSTRUCTION JOINT

EXPANSION JOINT

SCALE:NTS

ASPHALT PAVEMENT SECTIONA4

SCALE:NTS

VALVE VAULT DETAILC3 C-101

C-101 C-101

C-101 C-101 C-101

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

A A

A

W W

W W

W W W

W

W W W

W W

W W

A

A

A

A A

A

W

W W W

A

PLAN

NORTH

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IN

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M S

C O

M M

AN

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: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

V -4

B

R E

A K

W A

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R

P

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AN

D

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D C

B L

N A

V A

L S

TA

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O N

N O

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CHIEF ENG/ARCH

FIRE PROTECTION

N

AV

AL

F

AC

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IT

IE

S

EN

G

IN

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N G

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M

S C

O M

M

AN

D

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TL

AN

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C M

ID

LA

N T

D C

B L

N A

V A

L S

TA

TI

O N

N O

R

FO

LK

N O

R

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

N O

T

FO

R C

O N

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FINAL BACKCHECK SUBMITTAL - 2023/04/28

UN

CL

AS

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UNCLASSIFIED

UNCLASSIFIED

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" TYPE "K" COPPER 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" TYPE "K" 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 NEW 1.5" COPPER PIPE

SERVICE TO THE NORTH TO SERVE NEW

BREAKWATER PIER.

11. DOWNSTEAM OF VALVE ROUTE COPPER 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

4311 2TYP

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'

C1

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

OV

ER

AL

L S

IT

E

PL

AN

BA WBT MEW

AS NOTED

12869685

C-101

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'

EXISTING

HANDRAIL

EXIST. GUARD RAIL, TYP

GRASS GRASS

EXIST. EXPANSION JOINT

EXIST.

EXPANSION

JOINT

A4 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. PROVIDE EXPANSION JOINTS FOR

EVERY 50 LINEAR FEET OF CONCRETE PAVEMENT

PATCH. 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.

2'- 0"

'-0

4'-

7" 8'-

8 1 /2"

2'- 0"

8'-0"7'-5 1/2" 9'-9 1/2" 14'-5 3/4"

4'-11 1/2"33'-6"

PLAN

NORTH

SCALE: NTS

ENLARGED PLAN -

EXTENTS OF ASPHALT PAVEMENT PATCHA3 C-101

CONCRETE

APPROACH SLAB

ELECTRICAL

PLATFORM

UTILITY

TRENCH

A3 C-501

CONCRETE PAVEMENT

REPAIR, TYP

SEE PAVEMENT NOTE

3"

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

4,000 PSI CONC,

8" THICK

6" VDOT STD #57

AGGREGATE

BASE COURSE

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

CENTERED IN SLAB

PLACE CONSTRUCTION JOINTS ON 10 FOOT CENTERS.

COMPACTED SUBGRADE TO

95% STANDARD PROCTOR

MAX DRY DENSITY

12"

TYP

EXISTING PAVEMENT

DOWEL #6 BARS INTO

EXISTING CONC.

@ 12" O.C. ALL SIDES

CONC. PAVEMENT SECTION, SEE

DETAIL B1 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

8"

VARIES

FIN.GRADE

SEE PAVEMENT

PATCH DETAIL B1

FOR CONCRETE

AND A4 FOR

ASPHALT THIS

SHEET.

NOTE: DEPTH = 8", UNLESS OTHERWISE INDICATED.

VDOT STD. #57

AGGREGATE

8"

C JOINTL

FULL WIDTH KEY 16" LONG PLAIN #6

DOWEL @ 12" O/C

FELT & ASPHALT RIBBON OR

ASPHALT BOARD STRIP. SAW

OUT AFTER FINISHING & SEAL.

(15' O/C MAX)

JOINT SEALANT

1/3 C

ON

C.

TH

IC

KN

ES

S 1/2

3/4"

8"

4 1 /2"

16" LONG SMOOTH

#5 DOWEL @ 12" O.C.

1/2

1/8R

3/4" 3"

MAX

JOINT SEALANT

PAINT & GREASE

FREE END

FIXED END

9 1/8"8 1/8"1" MIN

12"

D/2 D

8"

12"

D D/2

1/10 D

MIN.

TRENCH WIDTH

PAVEMENT

8"

NOTE: DEPTH = 8", UNLESS OTHERWISE INDICATED.

VARIES,

TYP

SE

E

NO

TE

SE

E

NO

TE

12"

MIN

COMPACTED

BACKFILL

MATERIAL

UNDISTURBED

SUBGRADE

SEE PAVEMENT

PATCH DETAIL

C3 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.

6"

6"

8"

#4 @ 9" O.C.

#4 @ 9" O.C.

TYPICAL

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

FLOW FLOW

8" #57 AGGREGATE

1" 3"

4"

4"

(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

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SCALE:

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

OF

EPROJECT NO.:

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BRANCH MANAGER

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FINAL BACKCHECK SUBMITTAL - 2023/04/28

UN

CL

AS

SI

FI

ED

UNCLASSIFIED

UNCLASSIFIED

SCALE: NTS

PAVEMENT DESIGNC1 C-101 SCALE: NTS

BOLLARD DETAILC2 C-101

SCALE: NTS

SINGLE PIPE BEDDING DETAILB2

SCALE: NTS

TRENCHING PAVEMENT REPAIR DETAILA3SCALE: NTS

CONCRETE PAVEMENT JOINT DETAILSA1

CI

VI

L D

ET

AI

LS

BA WBT MEW

AS NOTED

12869686

C-501

SCALE: NTS

DUAL PIPE BEDDING DETAILB1

2'- 6"

M

IN

CONTROL JOINTCONSTRUCTION JOINT

EXPANSION JOINT

SCALE: NTS

ASPHALT PAVEMENT SECTIONA4

SCALE: NTS

VALVE VAULT DETAILC3 C-101

C-101 C-101

C-101 C-101 C-101

D D

D D bd bd

6d (3'' MIN)b b

BAR

SIZE

D 1 1/2''

#3

2''

#4

2 1/2''

#5

4 1/2''

#6

5 1/4''*

#7

6d (3'' MIN)

90° HOOK 135° HOOK

* ASTM A767 REQUIRES THAT BARS BENT COLD PRIOR TO HOT DIP GALVANIZING

MUST BE FABRICATED TO A MINIMUM BEND DIAMETER EQUAL TO 7 IN. FOR #7 BAR.

SCALE: NTS

TYPICAL STIRRUPS AND TIE HOOKSD4

CLASS B LAP SPLICE LENGTHS (INCHES)

ALL OTHER BARSTOP BARS

#3 1722

BAR

SIZE

#4 2229

#5 2836

#6 3343

#7 4863

#8 5572

#9 6281

#10 7091

#11 78101

NOTES:

BASED ON f'c = 5,000 PSI

SCALE: NTS

BAR SPLICE LENGTHSA4

BAR SPLICE LENGTHS

1. SPLICE LENGTHS SHOWN APPLY TO BARS WITH A

MINIMUM SPACING OF 6 INCHES ON CENTER.

2. FOR BARS SPACED LESS THAN 6 INCHES ON CENTER

USE THE FOLLOWING LAP SPLICE LENGTHS:

VERT BARS AND BOTT BARS

#6 AND SMALLER ----- 50 db LARGER THAN #6 ----- 60 db

ALL OTHERS BARS

#6 AND SMALLER ----- 60 db LARGER THAN #6 ----- 80 db db = BAR NOMINAL DIAMETER

3. DEVELOPMENT LENGTH OF BARS TO BE 77% OF LAP

SPLICE LENGTH.

4. "TOP BARS" ARE HORIZONTAL REINFORCEMENTS

WITH MORE THAN 12 INCHES OF FRESH CONCRETE

CAST BELOW.

D=6d FOR #3 THRU #8

D=8d FOR #9 THRU #11

D=10d FOR #14 AND #18 b b b

NOTES:

STANDARD HOOKS

SIZE LDH (IN.) W/

TIES

LDH (IN.) W/O

TIES D

#3 6" 6" 2 1/4" #4 6" 9" 3" #5 8" 13" 3 3/4" #6 10" 16" 4 1/2" #7 13" 21" 5 1/4"* #8 16" 25" 6"* #9 19" 30" 9 1/2" #10 23" 36" 10 3/4" #11 27" 42" 12"

SCALE: NTS

TYPICAL REINFORCING HOOKSB4

D

D

D

90° HOOK

180° HOOK

45° BEND

CRITICAL

SECTION

db db db d b

LDH

4db OR 2 1/2'' MIN

LDH

D

D

1:6 BEND

db

CRITICAL

SECTION

NOTES:

1. BASED ON f'c = 5,000 PSI

2. ASTM A767 REQUIRES THAT BARS BENT

COLD PRIOR TO HOT DIP GALVANIZING

MUST BE FABRICATED TO A MINIMUM BEND

IAMETER EQUAL TO 7 IN. FOR #7 BAR AND 8

FOR #8 BAR.

3. THE ABOVE HOOK LENGTH APPLY TO BARS

WITH SIDE COVER GREATER THAN OR

EQUAL TO 2-1/2 IN AND FOR 90° HOOK WITH

COVER ON BAR EXTENSION BEYOND HOOK

GREATER THAN OR EQUAL TO 2 IN. IF THE

ABOVE CRITERIA DOES NOT APPLY; LDH

MUST BE…