st. thomas puerto rico gulf of mexico haiti caribbean …

ST JOHN

ST THOMASTHIS PROJECTCRUZ BAY

BOUNDARY OFVIRGIN ISLANDSNATIONAL PARK

VISITOR CENTER10

20

20

1020

10

UNITED KINGDOMUNITED STATES

U.S. VIRGIN ISLANDSST. JOHN

UNITED STATES

GULF OF MEXICO

SOUTH AMERICAPACIFIC OCEAN

YUCATAN CARIBBEAN SEA

ATLANTIC OCEAN

ST. JOHNST. THOMAS

PUERTO RICO

ST. CROIX

VIRGIN ISLANDS

CUBA

JAMAICAHAITI

NOT TO SCALE

CRUZ BAYST. JOHN

NOT TO SCALE

THIS PROJECT

RECOMMENDED:Project Manager

APPROVED:Superintendent

Date

Date

STATEREGION COUNTY

NAME OF PARK

TITLE OF PROJECTCROFT & ASSOCIATES - P15PC00467

PRIME / ARCH / MEP:CROFT & ASSOCIATESKENNESAW, GEORGIA

STRUCTURAL:MOFFATT & NICHOLMIAMI, FLORIDA

SheetMark REVISION Date Initial

LOCATION WITHIN PARK

NATIONAL PARK SERVICEDENVER SERVICE CENTER

UNITED STATESDEPARTMENT OF THE INTERIOR

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

CONSTRUCTION DRAWINGS (DRAFT)

1/21

/202

1 8:

11:4

9 A

M

REPAIRS TO FACILITY IMPACTED BYHURRICANES IRMA AND MARIA

CRUZ BAY VISITOR CENTER

VIRGIN ISLANDS NATIONAL PARK

SOUTHEAST VIRGIN ISLANDS 1 23

VIIS 244623

REPAIR CRUZ BAY VISITOR CENTERVIRGIN ISLANDS NATIONAL PARK, St. John, USVI

SCALE OF MILES

SCALE OF KILOMETERS

0

0.5 1

0.5 1

1.5 2

1.5 2

2.5 3

CRUZ BAY

VISITOR CENTER NOT TO SCALE

LEGENDS & SYMBOLS:

MATCH LINE MARK

KEYNOTE

DETAIL NUMBER

ELEVATION NUMBER

DRAWING NUMBER

SHEET NO. (WHERE SHOWN)

ELEVATION NUMBER

COLUMN LINE NUMBER

ROOM NUMBER AND LEVEL


PARTITION TYPE

DOOR NUMBER

ELEVATION MARKS

WINDOW TYPE

GRID LINE

1

W1

105

1

101

A1

A101

A1

A101A1

A101

SECTION NUMBERA101A1

A*

BUILDING SECTION

DETAIL

EXTERIOR ELEVATION

TITLES

INTERIOR ELEVATION

INDICATES WINDOW ABOVE



ROOM NAME NAME


SECTION NUMBERA101A1

WALL SECTION


COLUMN GRID

A101A1

MAP

MM

MGC

2021-04-16 2

SHEET INDEX ANDGENERAL INFORMATIONG2

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO..

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEETA/E FIRM

CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

1/15

/202

1 10

:51:

11 A

M

@ ATAVG AVERAGEAUTO AUTOMATICARCH ARCHITECT (URAL)ANOD ANODIZEDALUM ALUMINUMALT ALTERNATEA/C AIR CONDITIONINGADMIN ADMINISTRATIONABV ABOVE

ADA AMERICANS W/ DISABILITIES ACTADJ ADJUSTABLEAFF ABOVE FINISH FLOORACT ACOUSTICAL TILEBM BEAMBRG BEARINGBOT BOTTOMBLDG BUILDINGCAB CABINETCARP CARPETCJ CONTROL JOINTCLG CEILINGCL CENTER LINECLR CLEARCMU CONCRETE MASONRY UNITCNTR COUNTERCO CONTRACTING OFFICERCOL COLUMNCONST CONSTRUCTIONCONC CONCRETECONT CONTINUOUSCOR CONTRACTING OFFICER

REPRESENTATIVECW COMPOSITE WOODDEM DEMOLISH, DEMOLITIONDN DOWNDBL DOUBLEDIFF DIFFUSERDIA DIAMETERDIM DIMENSIONDTL DETAILDWG DRAWINGEA EACHENCL ENCLOSE (URE)ELECEIFS

ELECTRICAL

EP ELECTRICAL PANELEL, ELEV ELEVATIONEQ EQUALEQUIP EQUIPMENTEWC ELECTRICAL WATER COOLEREXT EXTERIOREXIST EXISTINGEXP J EXPANSION JOINT

FD FIELD DETERMINEFFE FINISHED FLOOR ELEVATIONFFL FINISHED FLOOR LINEFE FIRE EXTINGUISHER

FRP FIBER REINFORCED PANELFT FOOT/FEETFRT FIRE RETARDANT TREATEDFLUOR FLUORESCENTFTG FOOTINGGEN GENERALGA GAUGEGALV GALVANIZEDGC GENERAL CONTRACTORGWB GYPSUM WALL BOARDHDWR HARDWAREHVAC HEATING, VENTILATION & AIR

CONDITIONINGHC HANDICAPHCB HANDICAP COUPON BOOTHHGT HEIGHTH HIGHHM HOLLOW METALHORIZ HORIZONTAL

INSUL INSULATIONINT INTERIORID INSIDE DIAMETERJAN JANITORLBL LABELLAV LAVATORYL LONGLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLVT LUXURY VINYL TILEMAX MAXIMUMNIC NOT IN CONTRACTMAINT MAINTENANCEMAT MATERIALMCG METAL CORNER GUARDMECH MECHANICALMEZZ MEZZANINEMFR MANUFACTURERMISC MISCELLANEOUSMO MASONRY OPENINGMTD MOUNTEDMTL METALMIN MINIMUMN/A NOT APPLICABLENIC NOT IN CONTRACTNTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETEROPP OPPOSITEOS OVERFLOW SCUPPERPREFAB PREFABRICATEDPL PLATEPLBG PLUMBINGPLYWD PLYWOODPNL PANELPT PRESSURE TREATEDQTY QUANTITYREINF REINFORCE (D) (ING)R, RAD RADIUSRCP REFLECTED CEILING

PLANRD ROOF DRAINREQD REQUIREDREV REVISIONRM ROOMRO ROUGH OPENINGRTU ROOF TOP UNITSHT SHEETSPK SPEAKERSIM SIMILARSPEC SPECIFICATIONSQ SQUARESS STAINLESS STEELSTD STANDARDSTRUCT STRUCTURALST STEEL TUBESTL STEELSTO STORAGESUSP SUSPENDEDTEMP TEMPEREDTE TOP ELEVATIONTEL TELEPHONETV TELEVISIONTHK THICKTBD TO BE DETERMINEDT & G TONGUE & GROOVETOB TOP OF BEAMTOS TOP OF STEELTOW TOP OF WALLTYP TYPICALUNFIN UNFINISHEDUNO UNLESS NOTED OTHERWISE

VAR VARIESVERT VERTICALVIF VERIFY IN FIELDVCT VINYL COMPOSITION TILE

ABBREVIATIONS:INDEX OF DRAWINGS

SHEET SUB SHEET TITLE OF SHEET1 G1 COVER SHEET

2 G2 SHEET INDEX AND GENERAL INFORMATION3 G3 OVERALL EXISTING CONDITIONS PLAN

4 G4 PHOTOGRAPHS OF EXISTING CONDITIONS5 D1 DEMOLITION PLAN6 D2 DEMOLITION DETAILS7 S1.1 DREDGING NOTES

8 S1.2 DREDGING SITE PLAN

9 S1.3 DREDGING SECTIONS

10 S1.4 DREDGING CONTAINMENT AREA

11 S2.1 STRUCTURAL NOTES

12 S2.2 SITE PLAN13 S2.3 STRUCTURAL SITE PLAN (1 OF 2)14 S2.4 STRUCTURAL SITE PLAN (2 OF 2)

15 S2.5 FIXED PIER

16 S2.6 FIXED PIER DETAILS (1 OF 3)



19 S2.9 BULKHEAD REPAIRS DETAILS (1 OF 2)

20 S2.10 BULKHEAD REPAIRS DETAILS (2 OF 2)

21 S2.11 STRUCTURAL DETAILS

22 S3 BORING LOGS (1 OF 2)

23 S4 BORING LOGS (2 OF 2)

MLLW= 0.00 FT

MHHW=+0.93 FT

EPOCH: 1983-2001

NOAA TIDAL STATION:

HART BAY, ST JOHNS, VI [9751456]

MSL=+0.48 FT

MHW=+0.85 FT

MLW=+0.11 FT

GENERAL NOTES:

1. CONTRACTOR IS SOLELY RESPONSIBLE FOR THESUPERVISION AND COORDINATION OF ALL CONSTRUCTIONPROCEDURES.

2. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCEWITH THE APPLICABLE CODES AND ORDINANCES IN EFFECTAT THE TIME OF CONSTRUCTION OUTLINED ON G2 AND S2.1.IN THE EVENT OF A CONFLICT, THE MORE STRINGENTREQUIREMENT SHALL GOVERN AND BE MET.

3. ALL DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTORAND THE CONTRACTING OFFICER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

4. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALLAPPLY TO ALL LIKE OR SIMILAR CONDITIONS, EVEN THOUGHNOT SPECIFICALLY MARKED ON THE DRAWINGS.

5. CONTRACTOR SHALL REMOVE PROMPTLY AND LEGALLY ALLACCUMULATED DEBRIS, PROTECT ALL EXPOSED PORTIONSOF WORK FROM ELEMENTS, AND SECURELY STORE ALLITEMS TO BE USED FOR CONSTRUCTION.

6. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTINGUNDERGROUND UTILITIES PRIOR TO EXCAVATION.

7. NO UNDERGROUND UTILITIES SURVEY HAS BEENPERFORMED THE CONTRACTOR SHALL TAKE ALL NECESSARYPRECAUTIONARY MEASURES TO PROTECT THE PUBLIC ANDADJACENT PROPERTIES FROM DAMAGE THROUGHOUTCONSTRUCTION.

8. ANY EXISTING UTILITIES TO BE ABANDONED SHALL BEPROPERLY DISCONNECTED, PLUGGED OR CAPPED, ASREQUIRED BY CODE OR SOUND CONSTRUCTION PRACTICE.

9. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BEMADE FROM THE DRAWINGS OR SPECIFICATIONS WITHOUTFIRST SECURING WRITTEN PERMISSION FROM THECONTRACTING OFFICER.

10. WHERE LACK OF INFORMATION, OR ANY DISCREPANCYSHOULD APPEAR IN THE DRAWINGS OR SPECIFICATIONS,REQUEST WRITTEN INTERPRETATION FROM THECONTRACTING OFFICER BEFORE PROCEEDING WITH THATPORTION OF THE WORK.

11. WHEN A SYSTEM OR ASSEMBLY IS SPECIFIED, ALLNECESSARY PARTS AND MATERIALS REQUIRED FOR ACOMPLETE INSTALLATION/SYSTEM SHALL BE INSTALLEDACCORDING TO THE MANUFACTURERS INSTRUCTIONS.

12. COORDINATE WITH ALL TRADES THE LOCATIONS OF SLEEVESOR OTHER PRESET ACCESSORIES INVOLVING OTHERTRADES.

13. THESE PLANS SHOULD BE STUDIED AND USED IN THEIRENTIRETY AS INFORMATION VITAL TO EACH STAGE OFCONSTRUCTION.

14. GENERAL CONTRACTOR WILL BE HELD SOLELYRESPONSIBLE FOR COMPLETION OF ALL WORK SHOWN ORREASONABLY IMPLIED BY THESE DRAWINGS AND/ORSPECIFICATIONS.

15. DETAILS TAKE PRECEDENCE OVER PLANS & ELEVATIONS -LARGER SCALE DRAWINGS TAKE PRECEDENCE OVERSMALLER SCALE DRAWINGS.

16. MANUFACTURES AND MODELS REFLECTED ON DRAWINGSARE DESIGN BASIS ONLY UNLESS SPECIFICALLY NOTED AS “SOLE SOURCE ” . FOR ITEMS NOT LABELED AS “ SOLESOURCE ” , EQUIVALENT PRODUCT SUBSTITUTIONS AREPERMITTED PROVIDED THEY OFFER THE SAME OR BETTERPERFORMANCE AND ARE APPROVED BY THE CONTRACTINGOFFICER THROUGH FORMAL SUBMITTAL PROCESS.

17. CONTRACTOR SHALL PROTECT ALL MATERIALS ON THEJOBSITE FROM THE ELEMENTS AND ENSURE MATERIALS DONOT DEVELOP MOLD THROUGHOUT THE PROJECT.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGALL REQUIRED BUILDING AND CONSTRUCTION PERMITSPRIOR TO THE COMMENCEMENT OF ANY WORK.

19. ANY ITEMS NOT BEING DEMOLISHED ARE TO BE PROTECTEDDURING CONSTRUCTION. IF DAMAGED OR DESTROYED,REPLACE OR REPAIR DAMAGED OR DESTROYED ITEMS WITHAPPROVED ITEMS AT NO EXPENSE TO THE NATIONAL PARKSERVICE.

20. THE DESIGN OF THIS PROJECT IS BASED UPON INFORMATIONPROVIDED BY NATIONAL PARK SERVICE THROUGH EXISTINGDRAWINGS AND ON-SITE OBSERVATION. VERIFY ALL EXISTINGDIMENSIONS AND CONDITIONS PRIOR TO COMMENCINGWORK. IF EXISTING CONDITIONS ARE NOT AS DEPICTED ORANTICIPATED, NOTIFY THE CONTRACTING OFFICERIMMEDIATELY UPON DISCOVERY AND DO NOT PROCEEDWITHOUT APPROVAL. IF CONTRACTOR PROCEEDS WITHOUTAPPROVAL, THE CONTRACTOR ACCEPTS FULL LIABILITY FORTHAT PORTION OF CONSTRUCTION.

21. WORK MAY REQUIRE BOTH BARGE-BASED AND UPLANDCONSTRUCTION EQUIPMENT. NO INFORMATION RELATED TOTHE BULKHEAD RATED CAPACITY IS AVAILABLE.CONTRACTOR SHALL AVOID LOCATING HEAVY EQUIPMENTADJACENT TO IT.

22. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRISCONTROL DEVICES, TURBIDITY CURTAINS, BOOMS,TARPAULINS, FLOATS, STAGING, AND OTHER DEVICES ASNECESSARY TO PREVENT CONSTRUCTION DEBRIS FROMENTERING THE WATER AND AIRBORNE MATERIALS FROMLEAVING THE IMMEDIATE VICINITY OF THE SITE. THECONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OFANY MATERIALS DEPOSITED OUTSIDE THE WORK AREA.

23. UPLAND TOPOGRAPHIC AND BOUNDARY DATA PROVIDED BY"S&ME." SURVEY WAS PERFORMED IN SEPTEMBER 2020.

24. HYDROGRAPHIC SURVEY DATA PROVIDED BY "BIOIMPACTINC." DATED SEPTEMBER 2020. WATER DEPTHS AREEXPRESSED IN FEET AND REFERENCED TO MLLW.

25. GEOTECHNICAL EXPLORATION COMPLETED BY GEOCONSULTMARCH 2021.

26. NO EXISTING UTILITIES INFORMATION IS AVAILABLE AT THEPROJECT SITE.

27. UPLAND GRADE ELEVATIONS ARE IN FEET AND AREREFERENCED TO THE TO NAVD88 - GEOID 12B (EQUIVALENTTO VIVD09). NO DATUM CONVERSION IS REQUIRED BETWEENVIVD09 AND MEAN SEA LEVEL (MLS) AS PER FEMA ADVISORYHAZARD RESOURCES MAP FOR USVI.

28. HORIZONTAL CONTROL COORDINATES ARE IN FEET AND AREREFERENCED TO NAD83 PUERTO RICO AND VIRGIN ISLANDS.

29. TIDAL DATA ARE PER NOAA TIDAL STATION IN HART BAY, STJOHNS, VI [9751456], ARE BASED ON THE 1983-2001 TIDALEPOCH AND ARE NOT GUARANTEED TO REPRESENTCONDITIONS WHICH MAY OCCUR DURING CONSTRUCTION.ACTUAL WATER LEVELS MAY VARY FROM LEVELS INDICATED.THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWNESTIMATES OF WATER LEVELS WHICH MAY OCCUR DURINGCONSTRUCTION. VARIATION OF TIDAL LEVELS FROM THOSEINDICATED OR CONTRACTOR'S ESTIMATION OF TIDAL LEVELSSHALL NOT BE CONSIDERED AS A CLAIM FOR ADDITIONALCOMPENSATION OR DELAY OF WORK.

30. THE CONTRACTOR SHALL CONSIDER AND PLAN FOR, ON ADAILY BASIS, THE EFFECT OF TIDAL FLUCTUATIONS IN THEEXECUTION OF THE WORK.

31. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLEFEDERAL AND LOCAL ENVIRONMENTAL PROTECTIONSTANDARDS, LAWS, AND REGULATIONS.

32. UNANTICIPATED DEBRIS UNCOVERED DURING DEMOLITIONSHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OFNPS CONTRACTING OFFICER. CONTRACTOR SHALL NOTIFYTHE NPS CONTRACTING OFFICER OF ALL CONFLICTS WITHEXISTING UTILITIES.

33. THE CONTRACTOR SHALL REMOVE ALL BARGES, WORKBOATS, STAGING, AND OTHER TEMPORARY PLATFORMSAND/OR AREAS AT THE COMPLETION OF WORK.

34. ALL TEMPORARY FENCING SHALL BE IN ACCORDANCE WITHSTANDARD INDEX NO. 452 OF THE FDOT ROADWAY ANDTRAFFIC DESIGN STANDARDS.

35. THE PROJECT SITE IS LOCATED IN AN ACTIVE WATERWAY.THE CONTRACTOR SHALL CONSIDER AND PLAN FOR THEEFFECTS OF PASSING VESSELS.

36. CONTRACTOR SHALL COORDINATE UPLAND STAGING,MARINE WORKS, GENERAL CONSTRUCTION OPERATIONS,SECURE CONSTRUCTION AREAS AND ALLCOORDINATIONS/APPROVALS WITH NPS CONTRACTINGOFFICER AND VIRGIN ISLANDS PORT AUTHORITY.

37. CONTRACTOR SHALL CONDUCT CONSTRUCTIONOPERATIONS IN SUCH A WAY THAT ALLOWS ACCESS BY NPSTO/FROM THE BASIN. CONTRACTOR SHALL NOT INTERFERE,AFFECT OR LIMIT NPS OPERATIONS (INCLUDING ACCESS TOUPLAND PARK UTILITIES AND AMENITIES).

DEFINITIONS:1. DIMENSIONS NOTED AS "CLEAR" SHALL BE FROM

FINISHED FACE TO FINISHED FACE

2. "TYPICAL" MEANS TYPICAL FOR ALL SIMILARCONDITIONS, UNO

3. WHEREVER THE TERM "OR EQUAL" IS USED, ITSHALL MEAN EQUAL PRODUCT AS APPROVED BYCONTRACTING OFFICER.

APPLICABLE CODES:· INTERNATIONAL BUILDING CODE (IBC) 2018, WITH APPENDICES • INTERNATIONAL EXISTING

BUILDING CODE (IEBC) 2018, WITH APPENDICES· NFPA 101 (LIFE SAFETY CODE)· NFPA NATIONAL FIRE CODES, INCLUDING ANNEXES (EXCEPT NFPA 5000)· ALL APPLICABLE LOCAL CODES, STANDARDS, AND ORDINANCES· OWNER ’ S INSURANCE UNDERWRITER· ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES· ACI 301-16 SPECIFICATIONS FOR STRUCTURAL CONCRETE· ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY· ACI 530-13 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES· AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION· ANSI/AWC NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (NDS) (2015)· ANSI/AFPA SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDPWS) (2008)· INTERNATIONAL PLUMBING CODE (IPC) (2018)· ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS· MOST CURRENT EDITION OF ALL APPLICABLE SMACNA STANDARDS (2016)· NATIONAL ELECTRICAL SAFETY CODE (NESC) (2017)· NFPA 70 NATIONAL ELECTRICAL CODE (NEC) (2017)· NFPA 780 STANDARDS FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS (2020)· UNDERWRITER ’ S LABORATORY (UL) (PRODUCT SAFETY)· FLORIDA BUILDING CODE (USED ONLY AS A GUIDELINE FOR ROOF MATERIALS THAT ARE

HURRICANE COMPLIANT)· MIAMI-DADE APPROVAL (USED ONLY AS A GUIDELINE FOR ROOF MATERIALS THAT ARE

HURRICANE COMPLIANT)· NATIONAL HISTORIC PRESERVATION ACT, 1966 AS AMENDED· SECRETARY OF INTERIOR STANDARDS FOR REHABILITATION, CODIFIED 36 CFR 67· SECRETARY OF THE INTERIOR STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES

ABA ARCHITECTURAL BARRIERS ACT

FBC FLORIDA BUILDING CODE

FEC FIRE EXTINGUISHER CABINET

USVI U.S. VIRGIN ISLAND

EXTERIOR INSULATION AND FINISHSYSTEM

-8.00

-6.44

-5.25

-4.32

-3.60

-8.00

-6.44

-5.25-4.32

-8.00

-6.44

-5.25

-4.32 -3.60

-3.05

-2.64

-3.05-3.60 -3.60

-4.32

-4.32-3.05

-2.64-2.30

-1.88

-1.88

-5.25

-3.05

-8.00

-8.00

-5.25-3.60

-2.64

COCOCO

CO

CO

CO

CO

COCO

CO

CO

CO

FDC

G

ICV

PIV

S

W

W

W

W

W

WV

WV

5

5

5

5

5

5

5

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

E

FAUCET

EBOX

BALL FIELD

LITTLE CRUZ BAY

DIESEL FUELTANK

WOODENSTAIRS

MEMORIAL

VISITORS CENTER

FIXED PIER

BULKHEAD

CULVERT

PLAYGROUND(NIC)

CONCRETESIDEWALK

3.53'

4.76' 4.31'

4.30'

4.80'

3.60'

3.04'

4.58'

4.31'

3.89'

3.46'

3.40'

4.39'

3.40'

3.88'

3.78'

3.40'

3.41'

3.03'

3.18' 3.27'

3.85'

3.92'3.93'

3.75'

4.69'

4.80'

4.01' 4.34'4.48'

4.46'4.09'

3.87'4.71'

4.19'

3.67'

3.99'

4.23'

4.78'

3.82'

3.36'

2.92'

3.03'

2.98'

3.02'

2.98' 3.29'

3.28'

3.15'

3.26'3.02'

3.25'

3.30'

3.29'

3.05'

3.06'

3.32'

3.77'3.44'

3.36'3.90'

3.60'

3.87'

0.64'

4.21'

0.57'

0.48'

4.32'

4.36'

4.55'

0.68'

0.69'

4.54'

1.14'

1.35'

3.68'

2.09'

5.00'

6.16'

5.54'

2.51'

6.25'

5.31'

2.92'

3.21'

6.65'

6.46'

5.86'

5.78'5.11'

5.25'

6.20'

6.80'

6.33'

6.07'5.52'

6.03'

7.06'

6.00'

6.81'

5.63'

5.99'

5.00'

5.58'

5.80'

4.84'

4.94'

5.47'

5.47'

4.77'

5.24'

4.49'

5.16'

4.27'

5.24'

4.04'

4.77'

4.51'4.08' 4.97'

4.84'5.12'

5.26'

4.85'

5.16'

4.89'

3.99'

3.64'

4.16'

4.41'

4.41'

4.40'4.29'4.26'

4.44'4.85'

4.77'4.46'

4.34'

4.54'

4.17'4.25'4.36'

4.20'

3.57'

3.65'

3.77'

3.48'

4.05'

3.87'

3.81'4.10'

4.22'

4.12'

4.38'

4.00'3.81'

4.13'

4.02'

4.34'

3.61'

3.78'

3.80'

4.04'

3.70'

3.59'

2.37' 3.27'

3.59'3.45'

3.27'

3.17'

3.19'

3.85'

3.74'

5.72'

3.85'

3.68'

2.99'

2.77'

3.20'

3.18'

2.48'

2.54'

3.70'

3.62'3.57'

3.18'

3.23'

3.30'

3.15'

3.44'

3.25'

3.45'

3.47'3.22'

3.34'

3.27'3.49'

3.33'5.78'3.49'

3.02'

3.43' 3.28'

3.12'3.09'

2.99' 2.99'

3.61'3.50' 3.47'

3.51'

3.48' 3.52'

2.99'

3.67'

3.58'

3.63'

4.07'

4.08'

3.97'3.76'

3.85'

4.03' 4.00'

3.93'

4.56'

3.94'

W

PRIVATE PROPERTY

RESTROOMSPAVILLION

DRAINAGE CHANNEL

PARKING LOTTRAFFIC BOLLARD,

LOCATIONAPPROX, TYP

PROPERTY OF THE VIRGINISLAND PORT AUTHORITY

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

4+80

1+41

1+52

3+46

3+79

4+56

MAP

MM

MGC

2021-04-16 3

OVERALL EXISTINGCONDITIONS PLANG3

DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

20' 0' 20' 40'

SCALE: 1''=20'

LEGEND

BATHYMETRIC CONTOUR

PROJECT STATIONING

GRADE ELEVATION

PHOTO LOCATION, SEE SHEET G4

-2.30

5.00

3+00

C1G4

A4G4

B1G4

A1G4

C3G4

B3G4

B4G4

A3G4 C1

G4

B2G4

C2G4 A2

G4

C4G4

MAP

MM

MGC

2021-04-16 4

PHOTOGRAPHS OFEXISTING CONDITIONSG4

DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

CLEAT, TYP

TIMBER FENDERSYSTEM

EXTRUDEDD-FENDER, TYP

TIMBER FENDERSYSTEM

EXTRUDEDD-FENDER, TYP

CONCRETEWALL

CONCRETE CAP

TIMBERFENDERSYSTEM

CONCRETEWALL

CONCRETE DECK

H-PILE

CULVERT

CONCRETE CAPSPALLS

CRACKING

GAP

FAILING PATH

CONCRETE CAPCRACKS

CONCRETECAP SPALLS

CAP

C1G3

TYPICAL BULKHEADSCALE: NOT TO SCALE

C2G3

TYPICAL PIERSCALE: NOT TO SCALE

C3G3

TYPICAL FENDER SYSTEMSCALE: NOT TO SCALE

C4G3

BOX CULVERTSCALE: NOT TO SCALE

B1G3

SPALLSCALE: NOT TO SCALE

B2G3

STRUCTURAL CRACKINGSCALE: NOT TO SCALE

B3G3

JOINT GAPSCALE: NOT TO SCALE

B4G3

COLD JOINT GAPSCALE: NOT TO SCALE

A1G3

SURFACE CRACKINGSCALE: NOT TO SCALE

A2G3

CRACKING AND SPALLINGSCALE: NOT TO SCALE

A3G3

DAMAGED CLEATSCALE: NOT TO SCALE

A4G3

VOID BEHIND CAPSCALE: NOT TO SCALE

-8.00

-6.44

-5.25

-4.32

-3.60

-8.00

-6.44

-5.25-4.32

-8.00

-6.44

-5.25

-4.32 -3.60

-3.05

-2.64

-3.05-3.60 -3.60

-4.32

-4.32-3.05

-2.64-2.30

-1.88

-1.88

-5.25

-3.05

-8.00

-8.00

-5.25-3.60

-2.64

COCOCO

CO

CO

CO

CO

COCO

CO

CO

CO

FDC

G

PIV

S

W

W

W

W

WV

5

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

E

FAUCET

EBOX

3.53'

4.76' 4.31'

4.30'

4.80'

3.60'

3.04'

4.58'

4.31'

3.89'

3.46'

3.40'

4.39'

3.40'

3.88'

3.78'

3.40'

3.41'

3.03'

3.18' 3.27'

3.85'

3.92'3.93'

3.75'

4.69'

4.80'

4.01' 4.34'4.48'

4.46'4.09'

3.87'4.71'

4.19'

3.67'

3.99'

4.23'

4.78'

3.82'

3.36'

2.92'

3.03'

2.98'

3.02'

2.98' 3.29'

3.28'

3.15'

3.26'3.02'

3.25'

3.30'

3.29'

3.05'

3.06'

3.32'

3.77'3.44'

3.36'3.90'

3.60'

3.87' 0.57'

0.48'

4.32'

4.36'

0.68'

4.27'

5.24'

4.04'

4.77'

4.08'

4.84'

5.16'

4.89'

3.99'

3.64'

4.16'

4.41'

4.41'

4.40'4.29'4.26'

4.44'4.85'

4.77'4.46'

4.34'

4.54'

4.17'4.25'4.36'

4.20'

3.57'

3.65'

3.77'

3.48'

4.05'

3.87'

3.81'4.10'

4.22'

4.12'

4.38'

4.00'3.81'

4.13'

4.02'

4.34'

3.61'

3.78'

3.80'

4.04'

3.70'

3.59'

2.37' 3.27'

3.59'3.45'

3.27'

3.17'

3.19'

3.85'

3.74'

5.72'

3.85'

3.68'

2.99'

2.77'

3.20'

3.18'

2.48'

2.54'

3.70'

3.62'3.57'

3.18'

3.23'

3.30'

3.15'

3.44'

3.25'

3.45'

3.47'3.22'

3.34'

3.27'3.49'

3.33'5.78'3.49'

3.02'

3.43' 3.28'

3.12'3.09'

2.99' 2.99'

3.61'3.50' 3.47'

3.51'

3.48' 3.52'

2.99'

3.67'

3.58'

3.63'

4.07'

4.08'

3.97'3.76'

3.85'

4.03' 4.00'

3.93'

4.56'

3.94'

W

DEMOLISH EXISTINGFENDER SYSTEM

DEMOLISHEXISTING PIER

BULKHEAD, TOREMAINLITTLE CRUZ BAY

MEMORIAL, TO REMAIN

VISITORS CENTER,TO REMAIN

BULKHEAD,TO REMAIN

CULVERT,TO REMAIN

PLAYGROUND(NIC)

CONCRETESIDEWALK, TOREMAIN

LOADINGRAMP, TOREMAIN

CLEAT TO BEREMOVED/DISPOSED(TYP)

81.58'

10.00'

A/CPAVEMENT,TO REMAIN

CRANE PAD. DEMOLISHANCHOR BOLTS

MAP

MM

MGC

2021-04-16 5

DEMOLITION PLAND1DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

ESTIMATED DEMOLITIONQUANTITIES

ITEM QUANTITY

FENDER SYSTEM 410 LF

FIXED PIER 816 SF

H-PILES 18

BULKHEAD CLEATS 30

DEMOLITION NOTES:

1. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO STRICTLY CONTAIN THEDEMOLITION WITHIN THE LIMITS OF THE REQUIRED CONSTRUCTION AND AVOID ANY DAMAGE TOTHE EXISTING STRUCTURES. PLAN SHALL INCLUDE DETAILED MEANS AND METHODS OFDEMOLITION WORK.

2. ANY DAMAGE INCURRED IN EXECUTION OF THIS CONTRACT TO ANY PART OF THEPROPERTY/STRUCTURE NOT SPECIFICALLY DESIGNATED FOR DEMOLITION SHALL BE REPAIRED,REPLACED, AND/OR RECONSTRUCTED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION ASDIRECTED BY NPS CO AT THE EXPENSE OF THE CONTRACTOR.

3. ALL DEMOLISHED MATERIAL, EXCEPT AS NOTED OTHERWISE, BECOMES THE PROPERTY OF, ANDSHALL BE COMPLETELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. THE REMOVAL,HANDLING, AND DISPOSAL OF ALL DEMOLITION MATERIALS SHALL BE IN STRICT ACCORDANCEWITH ALL LOCAL, AND ENVIRONMENTAL REQUIREMENTS.

4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH THEMATERIALS TO BE DISPOSED OF AND ALL GOVERNING AGENCY REQUIREMENTS.

5. UTILITIES INFORMATION IS NOT AVAILABLE. BEFORE DEMOLITION START, CONFIRM WITH NPSTHE PRESENCE OF ANY EXISTING UTILITIES IN THE VICINITY OF THE PROJECT SITE .

6. THE CONTRACTOR IS RESPONSIBLE TO CONTROL FUGITIVE DUST ORIGINATING FROM THEPROJECT SITE DURING CONSTRUCTION BY WATERING OR OTHER METHODS AS REQUIRED.

7. ACTIVITIES REQUIRED FOR REMOVAL OF ENVIRONMENTALLY CONTAMINATED MATERIALS ANDDEVICES IF PRESENT, SHALL BE COORDINATED THROUGH NPS CONTRACTING OFFICER.

8. ALL SURVEY MONUMENTS WITHIN LIMITS OF CONSTRUCTION ARE TO BE PROTECTED.

9. TREATED TIMBER SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL REGULATIONS.

10. ALL CONCRETE SHALL BE ASSUMED TO BE STEEL REINFORCED.

11. THE EIGHTEEN STEEL H PILES SUPPORTING THE PIER SHALL BE EXTRACTED FULL LENGTH.EVERY ATTEMPT SHALL BE MADE TO REMOVE/EXTRACT THE ENTIRE LENGTH OF PILE. ALLEXTRACTED AND/OR CUT PILES SHALL BE DISPOSED OF IN AN APPROVED LOCATION. A PILE MAYNOT BE CUTOFF UNTIL, IN THE OPINION OF THE OWNER'S REPRESENTATIVE, THE CONTRACTORHAS EXHAUSTED ALL REASONABLE MEANS TO EXTRACT THE PILES SHALL BE CUT AT A MINIMUMAT 1.0 FT BELOW THE TARGET DREDGE DEPTH RECORD LOCATION OF ANY CUT PILES ANDPROVIDE SURVEY TO NPS CO UPON COMPLETION OF DEMOLITION. PILE EXTRACTION MUSTCOMPLY WITH PERMIT REQUIREMENTS.

12. DEMOLITION QUANTITIES ARE ESTIMATED BASED ON TOPOGRAPHIC SURVEY DATA PROVIDED BY"CROFT AND ASSOCIATES" AND AS OBSERVED DURING FIELD INSPECTION. UNANTICIPATEDSUBMERGED DEBRIS AND UTILITIES MAY BE PRESENT AT THE PROJECT SITE AND MUST BEREMOVED BY THE CONTRACTOR. DEMOLITION QUANTITIES ON SITE TO BE CONFIRMED BY THECONTRACTOR.

13. DEMOLITION OF HARDWARE, CONCRETE ANCHORS, REINFORCED CONCRETE REQUIRED FORREPAIR, AND OTHER MISCELLANEOUS COMPONENTS RELATED TO THE WORK SHOWN ON THESEPLANS IS CONSIDERED INCIDENTAL TO THE WORK.

LEGEND

BATHYMETRIC CONTOUR

DEMO AREA

GRADE ELEVATION

-2.30

20' 0' 20' 40'

SCALE: 1''=20'

5.00

A1D2

A2D2

DEMOLISH 4"Dx5"Wx±36"LEXTRUDED 'D' FENDER,

SEE NOTE 1

DEMOLISH 3/4"Ø ANCHORBOLT, MIX SS AND GALV,@ ±40" O.C.

1'-6

"3'

-8"±

2'-0"

DEMOLISH 6x10 BLOCKING,LENGTH VARIES

DEMOLISH 4x10WALE, TYP

6"

DEMOLISH 3/4"ØANCHOR BOLT

1'-1

1"

COLD JOINT, TOREMAIN, TYP

COLD JOINT,TO REMAIN1'-0"±

SIDEWALK,TO REMAIN

DEMOLISH 4x10 BLOCKING,LENGTH VARIES

SHEETPILEWALL ,TO

REMAIN

MUDLINE VARIES

CONCRETE CAP,TO REMAIN

REMOVE/DISPOSE MOORINGCLEAT AND HARDWARE, TYP

EL.+/-3.00' MSL

C2S2.10

10'-0"

1'-2

"

5"9"

REMOVE/DISPOSE MOORINGCLEAT AND HARDWARE, TYP

DEMOLISHCONCRETE PIER

DEMOLISH3x8 WALE

4'-0

"±

DEMOLISH APPROX. 8"x8" HP STEELSECTION, CONCRETE ENCASED

DEMOLISH CONCRETE ENCASEDSTEEL BEAM AT H-PILE, TYP

DEMOLISH 12"Ø±SPLICE PLATE

EXTRACT FULLLENGTH OF H-PILE

DEMOLISH CONCRETEENCASEMENT

MUDLINE ELEVATION VARIES

MAP

MM

MGC

2021-04-16 6

DEMOLITION DETAILSD2DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

1' 0'-0'' 6" 1'

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

LEGEND

DEMO AREA

DEMOLITION NOTES:

1. EXISTING EXTRUDED D-FENDER ARE SCATTERED THROUGHOUT. CONTRACTOR SHALL FIELDVERIFIED QUANTITIES.

2. COMPONENT SIZES AND ALL DIMENSIONS SHOWN THIS SHEET ARE APPROXIMATE.

3. FENDER SYSTEM CONFIGURATION VARIES THROUGHOUT LENGTH OF BULKHEAD. DETAIL C3 ONSHEET G4 SHOWN TYPICAL CONFIGURATIONS.

4. STEEL H-PILES EXHIBIT SEVERE CORROSION AND SECTION LOSS WHERE THE CONCRETEENCASEMENT HAS FAILED IN THE TIDAL/SLASH ZONE. CONTRACTOR METHOD OF PILEEXTRACTION MUST ACCOUNT FOR PILE INTEGRITY.

A1D1

DETAIL - FENDER DEMOLITIONSCALE: 1 1/2" = 1'-0"

A2D1

DETAIL - PIER DEMOLITIONSCALE: 1 1/2" = 1'-0"

MAP

MM

MGC

2021-04-16 7

DREDGING NOTESS1.1DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

1/15

/202

1 10

:51:

11 A

M

ENVIRONMENTAL MEASURES

1. DURING WATERSIDE CONSTRUCTION, THE CONTRACTOR SHALLMONITOR THE TURBIDITY LEVELS TO ENSURE THAT TERRITORIALWATER QUALITY STANDARDS ARE MAINTAINED AND CONSTRUCTIONMETHODS ARE IN ACCORDANCE WITH THE PERMITS.

2. DURING CONSTRUCTION THE CONTRACTOR SHALL PLACE EROSIONCONTROL DEVICES AND MEASURES AROUND THE PROJECT AREA ANDOTHER AREA(S) NEEDED TO PREVENT EROSION AND THE MIGRATIONOF SEDIMENT TO POINTS OUTSIDE THE DEMOLITION/CONSTRUCTIONAREA(S).

3. CONTRACTOR SHALL DEPLOY TURBIDITY CURTAINS AS SHOWN WITHINTHE PROJECT TURBIDITY CONTROL LIMITS. TURBIDITY CURTAINSSHALL BE DEPLOYED IN A MANNER NOT TO ENTANGLE OR HARMMARINE RESOURCES.

4. TURBIDITY CURTAINS SHALL NOT BE RELOCATED/REMOVED FROMAREA UNTIL TURBIDITY LEVELS WITHIN THE ENCLOSED AREA RETURNTO 0 NTU's ABOVE BACKGROUND LEVELS IN ACCORDANCE WITH THEAPPROVED TURBIDITY MONITORING CRITERIA.

5. TURBIDITY CURTAINS SHALL BE SECURED WITH TEMPORARY STEEL ORTIMBER PILINGS AT SUFFICIENT SPACING TO MAINTAINCONTROL/FUNCTION. A WEIGHT SYSTEM CAN ALSO BE UTILIZED IFPRACTICAL.

DEBRIS REMOVAL

1. UNANTICIPATED SUBMERGED DEBRIS MAY BE PRESENT AT THEPROJECT SITE AND MUST BE REMOVED BY THE CONTRACTOR,DEMOLITION QUANTITIES ON SITE TO BE CONFIRMED BY THECONTRACTOR. CONTRACTOR SHALL INVESTIGATE THE PRESENCE OFDEBRIS WITHIN THE PROJECT ARE PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL INVESTIGATE DEBRIS SIGNATURES WITHIN THEPROJECT AREA PRIOR TO CONSTRUCTION.

3. ALL DEBRIS SHALL BE RECOVERED AND DISPOSED OF AT ANAPPROVED UPLAND DISPOSAL SITE.

4. SUBMIT DEBRIS REMOVAL REPORT WITH LOAD TICKETS ANDREPRESENTATIVE PHOTOGRAPHS OF DEBRIS REMOVED. PROVIDECOORDINATES OF MAJOR DEBRIS ITEMS RECOVERED AND REMOVED.

GENERAL EROSION AND TURBIDITY CONTROLNOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH, INSTALL, ANDMAINTAIN TURBIDITY AND EROSION CONTROL MEASURES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH, INSTALL, ANDMAINTAIN TURBIDITY BARRIERS IN ALL PERMANENT BODIES OF WATERREGARDLESS OF WATER DEPTH AROUND THE WORK AREA DURING ALLDREDGING. THE CONTRACTOR HAS THE OPTION TO ENCLOSE THEENTIRE WATERSIDE OF THE SITE, WITHIN THE LIMITS OF DISTURBANCE,OR TO INSTALL AND MOVE THE TURBIDITY BARRIERS IN STAGES.TURBIDITY MANAGEMENT PLAN TO BE SUBMITTED TO ENGINEER OFRECORD FOR APPROVAL PRIOR TO COMMENCEMENT OFCONSTRUCTION.

3. THE APPROPRIATE TURBIDITY AND EROSION CONTROLMETHODOLOGIES SELECTED BY THE CONTRACTOR FOR THIS PROJECTSHOULD BE MADE FOLLOWING ASSESSMENT OF THE PLANS ANDPROJECT SITE SPECIFIC FACTORS AND AFTER CONSULTATIONS ASNEEDED WITH THE CONTRACTING OFFICER AND APPROPRIATEAGENCIES. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAININGANY AND ALL NECESSARY PERMITS FOR SUCH ACTIVITY; SEVERALFACTORS TO CONSIDER ARE LISTED BELOW:

A. CLAY CONTENT IN EXCAVATED MATERIALS AND/ORPERMEABILITY'S RATES

B. DEPTH OF CUTC. AMBIENT GROUND WATER LEVELSD. ACTUAL RAINFALL AMOUNTS AND TIME OF YEAR RELATIVE TO

NORMAL RAINY SEASONE. PROXIMITY TO WETLANDS, WATER BODIES, OR OFFSITE

PROPERTIESF. CLASS DESIGNATION OF RECEIVING WATER BODY.G. DENSITY, TYPE, AND PROXIMITY OF UPLAND VEGETATION TO BE

RETAINED DURING CONSTRUCTION (FOR USE AS POSSIBLEFILTRATION AREAS)

H. EXISTING TOPOGRAPHY AND DIRECTIONS OF SURFACE FLOWI. TYPE OF EQUIPMENT USEDJ. PROJECT TYPEK. DURATION OF CONSTRUCTION ACTIVITIESL. AMBIENT QUALITY OF SURFACE AND GROUNDWATERM. TEMPORARY CONTAINMENT AREAS LOCATION AND DIMENSIONS

5. AT THE ONSET OF CONSTRUCTION, THE CONTRACTOR, AS THE PARTYRESPONSIBLE FOR IMPLEMENTATION OF THE EROSION AND SEDIMENTCONTROL PLAN, SHALL ASSESS THE ABOVE CONDITIONS AND FACTORSAND SELECT THE APPROPRIATE METHODS OF PROTECTION.CONSTRUCTION SEQUENCING SHOULD BE PLANNED PRIOR TOINITIATION TO PROVIDE ADEQUATE PROTECTION OF WATER QUALITY.

6. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES TO BEDESIGNED, MANUFACTURED, AND INSTALLED IN ACCORDANCE WITH2006 FDOT DESIGN STANDARDS - INDEX NO. 102.

7. TURBIDITY BARRIERS TO BE MANUFACTURED AND INSTALLED INACCORDANCE WITH 2006 FDOT DESIGN STANDARDS - INDEX NO. 103.

8. ADDITIONAL EROSION AND TURBIDITY CONTROL MEASURES THANTHOSE PRESENTED MAY BE REQUIRED DUE TO CONSTRUCTIONSEQUENCING AND UNFORESEEN WEATHER CONDITIONS. THESEADDITIONAL EROSION AND TURBIDITY CONTROL MEASURES, INCLUDINGEXTRAS FOR MATERIALS AND LABOR, MUST BE PROVIDED BY THECONTRACTOR.

9. IF APPLICABLE, HAY BALES OR SILT SCREENS SHALL BE INSTALLEDPRIOR TO LAND CLEARING ACTIVITIES AND MAINTAINED FOR THEDURATION OF THE PROJECT UNTIL ALL SOIL IS STABILIZED.

10. FLOATING TURBIDITY BARRIERS SHALL BE INSTALLED IN FLOWINGSYSTEMS OR ALONG OPEN-WATER SHORELINES PRIOR TO INITIATIONOF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THEPROJECT UNTIL ALL SOIL IS STABILIZED.

11. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERSSHALL BE COORDINATED WITH THE CONSTRUCTION OF PERMANENTEROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSUREEFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATERQUALITY THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE.

12. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNEDBY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL TYPETHAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL MAY REQUIRESOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE,WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALESTO PREVENT EROSION. DIVERSION DITCHES OR SWALES MAY BEREQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEINGDISCHARGED TO WETLANDS OR SURFACE WATERS. IT MAY BENECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES, ANDOTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONSWARRANT.

WATER QUALITY MONITORING PLAN

1. WATER QUALITY MONITORING WILL BE CONDUCTED FOR TURBIDITYDURING DREDGING ACTIVITIES AT THREE TEST STATIONS: 1)BACKGROUND, 2) COMPLIANCE, AND 3) MIXING ZONE. THEBACKGROUND STATION SHALL BE LOCATED OFFSHORE OF THEPROJECT AREA OUTSIDE OF THE MIXING ZONE AND (SINGLE OR DOUBLE)ANY TURBIDITY GENERATED BY DREDGING ACTIVITIES. THECOMPLIANCE STATION SHALL BE LOCATED OUTSIDE THE MIXING ZONEAND TURBIDITY BARRIERS OFFSHORE OF THE PROJECT AND IN THEDENSEST PORTION OF ANY VISIBLE TURBIDITY PLUME. THE MIXINGZONE STATION SHALL BE LOCATED INSIDE THE LIMITS OF THE MIXINGZONE AND THE TURBIDITY BARRIERS.

2. SHOULD THE COMPLIANCE TURBIDITY EXCEED THE BACKGROUND,WORK SHALL CEASE AND THE OWNER WILL BE NOTIFIED IMMEDIATELY.OPERATIONS SHALL NOT RESUME UNTIL CORRECTIVE MEASURES HAVEBEEN TAKEN AND TURBIDITY HAS RETURNED TO ACCEPTABLE LEVELS.NTU's ABOVE 3 WILL BE ALLOWED WITHIN THE MIXING ZONE.

3. TESTING WITHIN THE LIMITS OF THE MIXING ZONE WILL BE CONDUCTEDTO VERIFY COMPLIANCE WITH THE GREATER OF BACKGROUND ANDTERRITORIAL WATER QUALITY STANDARDS PRIOR TO REMOVAL OF THETURBIDITY BARRIERS (REVIEW USACE AND CZM PERMITTING FORADDITIONAL INFORMATION). ONCE DREDGING OPERATIONS ARECOMPLETE AND COMPLIANCE AT THE MIXING ZONE STATION IS MET,TESTING AT THE MIXING ZONE STATION MAY BE SUSPENDED.

4. WATER QUALITY TESTING SHALL OCCUR TWICE DAILY DURINGDREDGING, AT LEAST FOUR HOURS APART FOR TURBIDITY. SAMPLESSHALL BE COLLECTED AT TWO FEET ABOVE THE MUDLINE AND TWOFEET BELOW THE WATER SURFACE AT EACH STATION AND SHALL BEANALYZED WITHIN 30 MINUTES OF COLLECTION. THE ANALYZED DATASHALL BE DOCUMENTED AND REPORTED TO THE APPROPRIATEREGULATORY AGENCIES WITHIN SEVEN DAYS AFTER COMPLETION OFEACH TEST. MONITORING REPORTS SHALL CONTAIN THE FOLLOWINGINFORMATION:

A. PERMIT NUMBERB. DATES OF SAMPLING AND ANALYSISC. STATEMENT DESCRIBING METHODS USED IN COLLECTION,

HANDLING, STORAGE, AND ANALYSIS OF THE SAMPLESD. MAP INDICATING SAMPLE LOCATIONSE. STATEMENT BY INDIVIDUAL RESPONSIBLE FOR THE

IMPLEMENTATION OF THE SAMPLING PROGRAM CONCERNINGTHE AUTHENTICITY, PRECISION, LIMITS OF DETECTION ANDACCURACY OF DATA

F. CONSTRUCTION ACTIVITIES

5. MONITORING REPORTS SHALL ALSO INCLUDE THE FOLLOWINGINFORMATION FOR EACH SAMPLE:

A. TIME OF DAYB. DEPTH OF WATER BODYC. DEPTH OF SAMPLED. ANTECEDENT WEATHER CONDITIONSE. TIDAL STAGE AND DIRECTION OF FLOWF. WIND DIRECTION AND VELOCITY

DREDGE MATERIAL TESTING

1. CONTRACTOR TO CONFIRM WITH THE PROPOSED DISPOSAL SITE(BOVONI LANDFIELD) REGARDING ANY TESTING THAT MAY BE REQUIREDFOR THE DISPOSAL OF THE DREDGED MATERIAL.

2. NON-HAZARDOUS DREDGE MATERIAL MAY BE BENEFICIALLY REUSED ASFILL MATERIAL ON SITE, IF NEEDED.

TB

TB TB

TB TB TB

TB TB

CONST.BARGE

TB

CONST.BARGE TBTB

TURBIDITY BARRIERS AND TESTING

1. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN TURBIDITY CONTROL CURTAIN AROUNDWORK AREA. THE PURPOSE OF THE CURTAIN IS TO AVOID ANY DEBRIS FROM GOING INTO THE MAINWATERS. THE CONTRACTOR HAS THE OPTION TO ENCLOSE THE ENTIRE WATERSIDE OF THE SITE,WITHIN THE LIMITS OF DISTURBANCE, OR TO INSTALL AND MOVE THE CURTAIN IN STAGES. THECONTRACTOR SHALL MAINTAIN SUCH CURTAINS AT ALL TIMES IN THE AREAS WHERE WORK IS INPROGRESS.

OFF SHOREPLAN

ALONG SHOREPLAN

CONSTRUCTION NOTES FOR FABRICATED SILT FENCE

1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES ORSTAPLES.

2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACEDEVERY 2'-0" AT TOP & MID SECTION.

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPEDBY SIX INCHES & FOLDED.

4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES"DEVELOP IN THE SILT FENCE.

A. POSTS: STEEL EITHER "I" OR "U" TYPEB. FENCE: WOVEN WIRE, 14 GA. 6" MAX. MESH OPENINGC. FILTER CLOTH: SHALL MEET NCDOT, STANDARD SPECIFICATION, SECTION 893

TURBIDITY CURTAIN TO BE USEDDURING CONSTRUCTION

WORK AREA

EXISTING SHORELINE

ANCHOR AT SHORELINE

TURBIDITY CURTAIN TO ENCLOSEWORKING/DISTURBANCE AREA

DURING CONSTRUCTION

WORK AREA

TABLE OF QUANTITIESDREDGE AREA 15,785 SQ FT

DREDGE VOLUME 2,000 CY

COCOCO

CO

CO

CO

CO

COCO

CO

CO

CO

FDC

G

PIV

S

W

W

W

W

WV

5

5

5

5

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

E

FAUCET

EBOX

3.53'

4.76' 4.31'

4.30'

4.80'

3.60'

3.04'

4.58'

4.31'

3.89'

3.46'

3.40'

4.39'

3.40'

3.88'

3.78'

3.40'

3.41'

3.03'

3.18' 3.27'

3.85'

3.92'3.93'

3.75'

4.69'

4.80'

4.01' 4.34'4.48'

4.46'4.09'

3.87'4.71'

4.19'

3.67'

3.99'

4.23'

4.78'

3.82'

3.36'

2.98' 3.29'

3.28'

3.15'

3.26'3.02'

3.25'

3.30'

3.29'

3.05'

3.06'

3.32'

3.77'3.44'

3.36'3.90'

3.60'

3.87'

0.64'

4.21'

0.57'

0.48'

4.32'

4.36'

4.55'

0.68'

0.69'1.14'

1.35'

3.68'

5.11'

4.77'

5.24'

4.49'

5.16'

4.27'

5.24'

4.04'

4.77'

4.51'4.08' 4.97'

4.84'5.12'

5.26'

4.85'

5.16'

4.89'

3.99'

3.64'

4.16'

4.41'

4.41'

4.40'4.29'4.26'

4.44'4.85'

4.77'4.46'

4.34'

4.54'

4.17'4.25'4.36'

4.20'

3.57'

3.65'

3.77'

3.48'

4.05'

3.87'

3.81'4.10'

4.22'

4.12'

4.38'

4.00'3.81'

4.13'

4.02'

4.34'

3.61'

3.78'

3.80'

4.04'

3.70'

3.59'

2.37' 3.27'

3.59'3.45'

3.27'

3.17'

3.19'

3.85'

3.74'

5.72'

3.85'

3.68'

2.99'

2.77'

3.20'

3.18'

2.48'

2.54'

3.70'

3.62'3.57'

3.18'

3.23'

3.30'

3.15'

3.44'

3.25'

3.45'

3.47'3.22'

3.34'

3.27'3.49'

3.33'5.78'3.49'

3.02'

3.43' 3.28'

3.12'3.09'

2.99' 2.99'

3.61'3.50' 3.47'

3.51'

3.48' 3.52'

2.99'

3.67'

3.58'

3.63'

4.07'

4.08'

3.97'3.76'

3.85'

4.03' 4.00'

3.93'

4.56'

3.94'

W

LITTLE CRUZ BAY

MEMORIAL

VISITORS CENTER

BULKHEAD

CULVERT

PLAYGROUND(NIC)

APPROXIMATE LOCATIONOF IN-WATER PROPERTY

LINE

LIMITS OFMAINTENANCEDREDGING

3.0:1

0+50.00

1+00.00

1+50

.00

2+00

.00

2+50

.00

3+00

.00

TBTB

TB

TB

TB

TB

TB

TB

TB

TB

TB

4+80

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

(8)(7)(6)

(8)(7)(5)(6)

(4)

(8)(7)(6)(5)

3.0:

1

WP1WP2

WP3

DREDGE TO - 8.0 FT MLLW

-8.00

-6.44

-5.25

-4.32

-3.60

-4.32

-3.05

TURBIDITY BARRIER

BULKHEADFACE

BULKHEADFACE

WORKING POINT TABLE

WP #

1

2

3

NORTHING

839968.02

839947.49

840000.86

EASTING

1224938.23

1224895.96

1224702.99

DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

20' 0' 20' 40'

SCALE: 1''=20'

NOTE:

1. HYDROGRAPHIC SURVEY DATA PROVIDED BY "BIOIMPACT INC." DATEDSEPTEMBER 2020. WATER DEPTHS ARE EXPRESSED IN FEET ANDREFERENCED TO MLLW.

2. NO EXISTING UTILITIES INFORMATION IS AVAILABLE AT THE PROJECTSITE.

3. MAINTENANCE DREDGE TARGET DEPTH (-8.0 FT MLLW) AND DREDGEEXTENT PROVIDED BY NPS BASED ON PREVIOUS MAINTENANCEDREDGING PERFORMED IN LITTLE CRUZ BAY.

4. LOCATION OF IN-WATER PROPERTY LINE IS APPROXIMATE.CONTRACTOR TO CONFIRM BY LICENSED SURVEYOR.


6. DREDGE VOLUME DOES NOT INCLUDE OVERDREDGE.

LEGEND:

APPROXIMATE LIMITS OF IN-WATER PROPERTY LINE

EXISTING BATHYMETRIC CONTOUR

DREDGING AREA

PARKING AREA

TURBIDITY BARRIER

TABLE OF QUANTITIESDREDGE AREA 15,785 SQ FT

DREDGE VOLUME 2,000 CY

MAP

MM

MGC

2021-04-16 8

DREDGING SITE PLANS1.2

TB

ELE

VA

TIO

N IN

FE

ET

(MLL

W)

ELE

VA

TIO

N IN

FE

ET

(MLL

W)

OFFSET IN FEETFROM BULKHEAD

0+50.00

-10

-5

0

5

-10

-5

0

5

0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180

ELE

VA

TIO

N IN

FE

ET

(MLL

W)

ELE

VA

TIO

N IN

FE

ET

(MLL

W)


1+00.00

-10

-5

0

5

-10

-5

0

5

0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180

ELE

VA

TIO

N IN

FE

ET

(MLL

W)

ELE

VA

TIO

N IN

FE

ET

(MLL

W)


1+50.00

-10

-5

0

5

-10

-5

0

5

0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180

ELE

VA

TIO

N IN

FE

ET

(MLL

W)

ELE

VA

TIO

N IN

FE

ET

(MLL

W)


2+00.00

-10

-5

0

5

-10

-5

0

5

0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180

ELE

VA

TIO

N IN

FE

ET

(MLL

W)

ELE

VA

TIO

N IN

FE

ET

(MLL

W)


2+50.00

-10

-5

0

5

-10

-5

0

5

0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180

ELE

VA

TIO

N IN

FE

ET

(MLL

W)

ELE

VA

TIO

N IN

FE

ET

(MLL

W)


3+00.00

-10

-5

0

5

-10

-5

0

5

0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180

EXISTING GRADES

DREDGE TO-8.0 FT MLLW

EXISTING BULKHEAD






EXISTING GRADES

EXISTING GRADES

EXISTING GRADES

EXISTING GRADES

EXISTING GRADES

EXISTING BULKHEAD

EXISTING BULKHEAD

EXISTING BULKHEAD

EXISTING BULKHEAD

+3.48 FT MLLW (+3.00 FT MSL)

+3.48 FT MLLW (+3.00 FT MSL)

+3.48 FT MLLW (+3.00 FT MSL) +3.48 FT MLLW (+3.00 FT MSL)

+3.48 FT MLLW (+3.00 FT MSL)

+3.48 FT MLLW (+3.00 FT MSL)

MLLW 0.0 FT

MLLW 0.0 FT

MLLW 0.0 FT

MLLW 0.0 FT

MLLW 0.0 FT

MLLW 0.0 FT

31

31

31

31

31

31

EXISTING BULKHEAD

DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623MAP

MM

MGC

2021-04-16 9

DREDGING SECTIONSS1.3

30' 0' 30' 60'

SCALE: 1''=30'

© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS

4.00'(TYP)

VARIES

MAX FILLELEVATION

EXCAVATEDGRADE

CONTAINMENTDIKE

EXISTING GRADE

SILT FENCE

121

2

3.00

'

2.00

'

1.50'

MAP

MM

MGC

2021-04-16 10

DREDGINGCONTAINMENT AREAS1.4

DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

NOTES

1. CONTAINMENT AREA TO ENABLE DRYING OF SANDY MATERIAL.ONCE DRY, DREDGED MATERIAL WILL BE TAKEN TO THEPROPER FACILITY FOR DISPOSAL (BOVONI LANDFIELD).

2. LOCATION AND FINAL DIMENSIONS OF CONTAINMENT AREA ISAPPROXIMATE. CONTRACTOR TO CONFIRM LOCATION ANDFINAL DIMENSIONS ON-SITE BASED ON UPLAND AVAILABILITYAND DREDGING RATES.

APPROXIMATE LIMITS OFCONTAINMENT AREA(8000 SF APPROX)

BARGE UNLOADINGAREA

CONTAINMENT AREA

DREDGING AREA

TRUCK ACCESSROUTE

B1S1.4

CONTAINMENT AREASCALE: NOT TO SCALE

A1S1.4

SECTION - CONTAINMENT AREASCALE: 1/4" = 1'-0"

4' 0'-0'' 4' 8'

SCALE: 1/4"=1'-0''

A1S1.4

MAP

MM

MGC

2021-04-16 11

STRUCTURAL NOTESS2.1DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

DESIGN CRITERIA1. LIVE LOAD:

A. 100PSF UNIFORM LIVE LOAD WITH 400LB CONCENTRATED LOAD

2. WIND LOAD:

A. WIND LOADS CALCULATED IN ACCORDANCE WITH ASCE 7-16B. WIND LOAD CRITERIA AND PARAMETERS:

BASIC DESIGN WIND SPEED: 165 MPHRISK CATEGORY: IIEXPOSURE CATEGORY: D

STEEL PILE DRIVING REQUIREMENTS1. PILE SERVICE LOADS

2. ALL PILES SHALL BE DRIVEN TO THE REQUIRED CAPACITY UNDER NOCIRCUMSTANCES SHALL THE PILE TIP ELEVATION BE HIGHER THAN THEMINIMUM SPECIFIED EMBEDMENT DEPTH INDICATED. CONTRACTOR SHALLIMMEDIATELY NOTIFY THE ENGINEER OF ANY PILES THAT DO NOT REACHTHE REQUIRED PILE TIP ELEVATION.

3. NO JETTING OR SPUDDING ALLOWED. SEE TECHNICAL SPECIFICATIONS FORDRIVING REQUIREMENTS.

4. CONTRACTOR SHALL COORDINATE PILE DRIVING SCHEDULE SO AS TO NOTINTERFERE WITH OR BE DETRIMENTAL TO THE CONCRETE PLACEMENT ANDCURING OPERATIONS.

CODES AND STANDARDSALL WORK SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR THEFOLLOWING CODES AND STANDARDS:

1. INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION.

2. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE), MINIMUM DESIGN LOADSFOR BUILDINGS AND OTHER STRUCTURES, ASCE/ANSI 7-16.

3. AMERICAN CONCRETE INSTITUTE (ACI), BUILDING CODE REQUIREMENTS FORSTRUCTURAL CONCRETE AND COMMENTARY, ACI 318-14, 2014.

4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), SPECIFICATION FORSTRUCTURAL STEEL BUILDINGS AISC 360-16.

5. AMERICAN WELDING SOCIETY (AWS), STRUCTURAL WELDING CODE - STEEL,AWS D1.1, 2015.

MISCELLANEOUS STEEL

1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH AISC CODE OF STANDARDPRACTICE FOR STRUCTURAL STEEL FOR BUILDINGS AND BRIDGES (AISC).

2. STEEL PIPE PILES SHALL USE ASTM A252, GRADE 3 (MOD).

3. ALL MISCELLANEOUS STEEL SHAPES, PLATES AND BARS, SHALL CONFORMTO ASTM A36 EXCEPT WHERE NOTED.

4. ALL HSS SECTIONS SHALL USE ASTM A500 GR C.

5. STEEL PLATE NOTED AS GRADE 50 SHALL CONFORM TO ASTM A572, GRADE50.

6. ALL BOLTS SHALL CONFORM TO ASTM A307, UNO ON THE DRAWINGS.

7. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GRADE 55 (TYPICAL),UNO.

8. PROVIDE BLEED HOLES IN EMBEDDED PLATES AND SHAPES AT 24-IN, ONCENTER MAXIMUM.

9. ALL NUTS SHALL BE ASTM A563, UNO.

10. ALL WASHERS SHALL BE ASTM F436, UNO.

11. ALL STEEL ITEMS SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITHASTM A 123 OR ASTM A 153, UNO.

REINFORCED CONCRETE

1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301,AND CONFORM TO SPECIFICATION SECTION 03 31 29, UNO.

2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH 28-DAYCOMPRESSIVE STRENGTH AS LISTED:

A. FIXED PIER: 5000PSIB. ALL OTHER: 4000PSI

3. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING STEEL SHALLCONFORM TO THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILINGREINFORCED CONCRETE STRUCTURES: ACI 315 AND ACI SP-66.

4. REINFORCING STEEL

a. ALL REINFORCING STEEL SHALL BE DEFORMED STEEL BARS CONFORMINGTO ASTM A615, GRADE 60.

b. MECHANICAL SPLICES SHALL DEVELOP AT LEAST 125 PERCENT OF THEYIELD STRENGTH OF THE BAR IN TENSION.

c. REINFORCING SHALL BE SUPPORTED AS SPECIFIED BY THE CONCRETEREINFORCING STEEL INSTITUTE (CRSI) MANUAL OF STANDARD PRACTICE(MSP). REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITHTHE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCEDCONCRETE STRUCTURES", ACI 315.

d. PROVIDE THE FOLLOWING CONCRETE COVER OVER REINFORCEMENT,UNO.

CONCRETE AGAINST GROUND................. 3"EXPOSED CONDITIONS.............................. 3"

5. ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4 IN.

6. CONSTRUCTION JOINTS SHALL BE PROVIDED ONLY AS NOTED ON THEDRAWINGS AND AS SPECIFICALLY PERMITTED BY THE ENGINEER.

7. PROVIDE MOIST CURING FOR 7 DAYS

8. GROUT SHALL BE NON-METALLIC AND NON-SHRINK WITH A MINIMUM 28 DAYCOMPRESSIVE STRENGTH OF 8,000 PSI, UNLESS OTHERWISE NOTED.

ADHESIVE ANCHORS

1. USE OF DRILLED ADHESIVE CONCRETE ANCHORS, WHERE NOT SPECIFIED INTHE DOCUMENTS, SHALL BE SUBJECT TO APPROVAL BY THE CONTRACTINGOFFICER.

2. EPOXY OR ADHESIVE-TYPE ANCHORS SHALL BE INSTALLED IN ACCORDANCEWITH THE MANUFACTURER'S RECOMMENDATIONS. SPECIAL INSPECTION ISREQUIRED FOR ADHESIVE ANCHORS.

3. PROVIDE ASTM F1554 GR55 ANCHORS, HOT DIP GALVANIZED, DIAMETER ASNOTED ON THE DETAILS.

4. MINIMUM CONCRETE EMBEDMENT PER MANUFACTURER'SRECOMMENDATIONS.

5. THE EPOXY ADHESIVE MUST BE APPROVED FOR WET AND SUBMERGED USEAND SHALL MEET ALL THE FOLLOWING TYPICAL PERFORMANCE CRITERIAWHEN CURED AT 85 DEGREES FAHRENHEIT.

CONCRETE REPAIR:

1. THE DRAWINGS SHOW GENERAL TYPES, LOCATIONS, AND EXTENTS OFDEFECTS, DETERIORATION, AND DAMAGES OBSERVED DURING INSPECTIONSCOMPLETED IN SEPTEMBER 2020. THE LOCATIONS AND EXTENTS OF THEDEFECTS AND DAMAGES SHOWN ON THESE DRAWINGS ARE APPROXIMATE.EXACT LOCATIONS AND QUANTITIES FOR REPAIR MUST BE VERIFIED IN THEFIELD.

2. THE CONTRACTOR SHALL PREPARE THE REPAIR AREAS BY REMOVINGMARINE GROWTH, DEGRADED/LOOSE CONCRETE, AND CORROSIONBY-PRODUCTS AS NECESSARY TO QUANTIFY THE EXTENT OF THE REPAIR.THE CONTRACTOR SHALL PRODUCE A DETAILED REPAIR TABLE INDICATINGTHE TYPE, LOCATION, GEOMETRY, AND QUANTITY OF REPAIR. REPAIR TABLESHALL BE INCLUDED IN THE AS-BUILT DRAWINGS.

3. CONCRETE WORK SHALL COMPLY WITH THE PROVISIONS OF ACI 301 AND ACI318, UNLESS NOTED OTHERWISE.

4. REINFORCING IN THE REPAIR AREAS SHALL BE PROVIDED WITH A MINIMUMOF 3 INCHES CONCRETE COVER OR MATCH EXISTING UNLESS NOTEDOTHERWISE.

5. EXPOSED CONCRETE EDGES SHALL HAVE A 3/4 INCH CHAMFER, OR MATCHEXISTING CHAMFER UNLESS NOTED OTHERWISE.

6. CAST-IN-PLACE CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI(MINIMUM) AT 28 DAYS. PROVISIONS OF THE AMERICAN CONCRETE INSTITUTE(ACI 318-14) UNLESS NOTED OTHERWISE.

7. CAST-IN-PLACE REPAIR CONCRETE SHALL CONFORM TO SPECIFICATIONSECTION 03 31 29.

8. CONCRETE REPAIRS CONSIST OF SMALL PATCH REPAIRS. NO DISTINCTION ISMADE BETWEEN SPALLS AND DELAMINATIONS SINCE REPAIRS ARE THESAME.

9. REMOVE DELAMINATED OR DETERIORATED CONCRETE UNTIL SOUNDCONCRETE IS ENCOUNTERED. CHIPPED OUT AREA SHALL EXTEND ANADDITIONAL 3" ALL AROUND.

10. CHECK SURFACES TO ENSURE THEY ARE FREE FROM LOOSE AGGREGATEOR ADDITIONAL DELAMINATIONS.

11. CHIPPED OUT AREA SHALL BE NOT LESS THAN 1" CLEAR AROUND ALLEXPOSED REINFORCING BARS.

12. EDGES OF THE CHIPPED OUT AREA SHALL BE SAWCUT PERPENDICULAR TOTHE CONCRETE SURFACE FOR A MINIMUM DEPTH OF 1". DO NOT SAWCUTTHROUGH EXISTING REINFORCING BARS. SAWCUT SHALL NOT EXTENDBEYOND CHIPPED OUT AREA.

13. EXPOSED REINFORCING BARS SHALL BE CLEANED OF SCALE, RUST, DIRT,OIL, AND OTHER DELETERIOUS MATERIALS.

14. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60, UNLESSNOTED OTHERWISE.

15. WELDING OF REINFORCING BARS SHALL CONFORM TO AWS D1.4. WELDINGOF STAINLESS STEEL MATERIAL SHALL CONFORM TO AWS D1.6. E70XXLOW-HYDROGEN ELECTRODES SHALL BE USED IN WELDING ASTM A-706BARS.

16. SPLICES SHALL BE STAGGERED BY LENGTH OF SPLICE OR 6" MINIMUM, WITHNO MORE THAN 50% OF THE BARS BEING SPLICED AT ANY ONE LOCATION.

17. FORMS SHALL BE WATER TIGHT.

18. DO NOT FEATHER EDGES OF REPAIR.

19. AT INTERFACES BETWEEN EXISTING AND NEW CONCRETE, ROUGHENEXISTING SURFACE TO 1/4" AMPLITUDE MINIMUM.

REINFORCEMENT EVALUATION NOTES:1. WHERE REINFORCING STEEL IS ENCOUNTERED, THE CONTRACTOR MUST

ASSESS CONDITION AND REPAIR IF NECESSARY PRIOR TO COMPLETINGCONCRETE REPAIRS. REMOVE ALL HEAVY CORROSION AND SCALE FROMREINFORCING BARS BY HAND TOOLS OR WIRE BRUSH.

2. MEASURE EXPOSED BAR DIAMETERS TO DETERMINE ORIGINAL BAR SIZE ANDEXISTING DIAMETER.

3. EVALUATE EXPOSED REINFORCEMENT SECTION LOSS FOR EACH REPAIR ASFOLLOWS:

A. STIRRUPS:SINGLE/MULTIPLE BARS: REPAIR ANY BAR W/ A SECTION LOSS GREATERTHAN 10% (SEE ALLOWABLE BAR DIAMETER CHART, 90% AREA)

B. LONGITUDINAL:SINGLE BAR: REPAIR ANY BAR WITH A SECTION LOSS GREATER THAN 25%(SEE ALLOWABLE BAR CHART, 75% AREA)MULTIPLE BARS: NOTIFY THE ENGINEER IF THE TOTAL AREA LOSS FOR AGROUP OF BARS EXCEEDS 10% (THE ENGINEER SHALL DETERMINE THENEED & EXTENT OF REINF REPAIR BASED ON REBAR TYPE, LOCATION, &REINF DESIGN).

4. ALLOWABLE BAR DIAMETER CHART: THE 75% AREA DIAMETER COLUMN LISTSTHE DIAMETER OF BARS CORRESPONDING TO A 25% LOSS OF STEEL.SIMILARLY, THE 80% AND 90% AREA DIAMETER COLUMNS REFER TO THEDIAMETER CORRESPONDING TO 20% AND 10% LOSS OF STEELRESPECTIVELY.

ASTM C881, TYPES I, II, IV AND V, GRADE 3, CLASSES B & C

PROPERTY TEST METHOD CRITERIA

GEL TIME ASTM C881/C881M 40 MINUTES

FLEXURAL STRENGTH ASTM D790 5,500 PSI

SHEAR STRENGTH ASTM D732 3,500 PSI

BOND STRENGTH , 2 DAYS ASTM C882/C882M 2,200 PSI

BOND STRENGTH, 14 DAYS ASTM C882/C882M 4,600 PSI

COMPRESSIVE STRENGTH ASTM D695 10,000 PSI

COMPRESSIVE MODULUS ASTM D695 280,000 PSI

WATER ABSORPTION ASTM D570 0.10 PERCENT

#3#4#5#6#7#8#9#10#11

DIAMETERBAR SIZE

11/32"15/32"19/32"23/32"27/32"15/16"1 1/16"1 7/32"1 11/32"

DIAMETER

5/16"7/16"

17/32"21/32"3/4"7/8"

31/32"1 3/32"1 7/32"

90% AREA 75% AREA

ALLOWABLE BARDIAMETER CHART

100% AREA

(SQ IN)

0.110.200.310.440.600.791.001.271.56

DIAMETER

11/32"15/32"9/16"

11/16"25/32"29/32"1 1/32"1 5/32"1 9/32"

80% AREA

BAR DIAMETER

ORIGINAL MILLSCALE UNOXIDIZED

LIGHT TO MEDIUMOXIDIZED SECTION(CLEANING REQ'D) HEAVY

OXIDIZEDSECTION

(CLEANINGREQ'D)

STRUCTURE PILE TYPE COMPRESSION (TON) LATERAL (TON)

FIXED PIER 14" Ø x 0.5" SPP 25 3

-8.00

-6.44

-5.25

-4.32

-3.60

-4.32

-3.05

COCOCO

CO

CO

CO

CO

COCO

CO

CO

CO

FDC

G

PIV

S

W

W

W

W

WV

5

5

5

5

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

E

FAUCET

EBOX

3.53'

4.76' 4.31'

4.30'

4.80'

3.60'

3.04'

4.58'

4.31'

3.89'

3.46'

3.40'

4.39'

3.40'

3.88'

3.78'

3.40'

3.41'

3.03'

3.18' 3.27'

3.85'

3.92'3.93'

3.75'

4.69'

4.80'

4.01' 4.34'4.48'

4.46'4.09'

3.87'4.71'

4.19'

3.67'

3.99'

4.23'

4.78'

3.82'

3.36'

2.98' 3.29'

3.28'

3.15'

3.26'3.02'

3.25'

3.30'

3.29'

3.05'

3.06'

3.32'

3.77'3.44'

3.36'3.90'

3.60'

3.87'

0.64'

4.21'

0.57'

0.48'

4.32'

4.36'

4.55'

0.68'

0.69'1.14'

1.35'

3.68'

5.11'

4.77'

5.24'

4.49'

5.16'

4.27'

5.24'

4.04'

4.77'

4.51'4.08' 4.97'

4.84'5.12'

5.26'

4.85'

5.16'

4.89'

3.99'

3.64'

4.16'

4.41'

4.41'

4.40'4.29'4.26'

4.44'4.85'

4.77'4.46'

4.34'

4.54'

4.17'4.25'4.36'

4.20'

3.57'

3.65'

3.77'

3.48'

4.05'

3.87'

3.81'4.10'

4.22'

4.12'

4.38'

4.00'3.81'

4.13'

4.02'

4.34'

3.61'

3.78'

3.80'

4.04'

3.70'

3.59'

2.37' 3.27'

3.59'3.45'

3.27'

3.17'

3.19'

3.85'

3.74'

5.72'

3.85'

3.68'

2.99'

2.77'

3.20'

3.18'

2.48'

2.54'

3.70'

3.62'3.57'

3.18'

3.23'

3.30'

3.15'

3.44'

3.25'

3.45'

3.47'3.22'

3.34'

3.27'3.49'

3.33'5.78'3.49'

3.02'

3.43' 3.28'

3.12'3.09'

2.99' 2.99'

3.61'3.50' 3.47'

3.51'

3.48' 3.52'

2.99'

3.67'

3.58'

3.63'

4.07'

4.08'

3.97'3.76'

3.85'

4.03' 4.00'

3.93'

4.56'

3.94'

W

SEE SHEET S2.3

SEE SHEET S2.4

3.0:1

TBTB

TB

TB

TB

TB

TB

TB

TB

TB

TB

4+80

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

(8)(7)(6)

(8)(7)(5)(6)

(4)

(8)(7)(6)(5)

3.0:

1

LITTLE CRUZ BAY

MEMORIAL

VISITORS CENTER

BULKHEAD

CULVERT

PLAYGROUND(NIC)

CONCRETESIDEWALK

FIXEDPIER

MAP

MM

MGC

2021-04-16 12

SITE PLANS2.2DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

20' 0' 20' 40'

SCALE: 1''=20'

TBTB

TB

TB

TB

TB

TB

TB

TB

0+00

0+50

1+00

1+50

2+00

(8)(7)

(5)

(6)

(4)

(8)

(7)

(6)

(5)

3.0:

1

10.00'

82'F

1+41

1+52

0+81

0+85

0+00

0+50

1+00

1+50

2+00

1

2

2

2

4

2

1 4

2

2

4

2

411

A1S2.10

A1S2.10

A2S2.10

CO

FAUCET3.60'

3.04'

3.89'

3.46'

3.40'

4.39'

3.40'

3.88'

3.78'

3.40'

3.41'

3.03'

3.18' 3.27'

3.85'

3.93'

3.75'

4.01'4.34'

4.09'

3.87'

4.19'

3.67'

3.99'

3.36'

2.98' 3.29'

3.28'

3.15'

3.26'3.02'

3.25'

3.30'

3.29'

3.05'

3.06'

3.32'

3.77'

3.44'

3.36'

3.90'

3.60'

3.87'

3.57'

3.65'

3.77'

3.48'

4.05'

3.81'

4.10'

4.22'

2.99'

3.48'3.52'

2.99'

3.67'

3.58'

3.63'

3.93'

4.56'

W

WP1

WP2

WP3WP4

LADDER(TYP)

REPAIR SPALLEDCONCRETE

PATCH COLD JOINTS ALONGFACE OF CONCRETE CAP

REPAIR TYPICAL STRUCTURALCRACKING ALONG FACE OF

CONCRETE CAP

INSTALL NEWMOORING CLEAT(TYP)

SOLARNAVIGATIONLIGHT

FILL VOIDS BEHINDCONCRETE CAP ANDREPAIR PAVEMENT

FIREEXTINGUISHERCABINET

REPAIR TYPICAL SURFICIALCRACKING THROUGHOUT TOPOF CONCRETE CAP

INSTALL NEWFENDERING SYSTEM

EDGE OF FIXED PIER

BEGIN NEW FENDER SYSTEM (STA 0+85)

A2S2.6

TURBIDITY BARRIER

LIMITS OF MAINTENANCEDREDGING

C3S2.10

LADDER, TYP A1S2.11

LADDER, TYP A1S2.11

CLEAT, TYP

A1S2.10

WORKING POINT TABLE

WP #

1

2

3

4

NORTHING

840015.45

839981.22

839990.29

840024.53

EASTING

1224917.35

1224843.30

1224839.11

1224913.16

DESCRIPTION

SE CORNER OF FIXED PIER

SW CORNER OF FIXED PIER

NW CORNER OF FIXED PIER

NE CORNER OF FIXED PIER

MAP

MM

MGC

2021-04-16 13

STRUCTURAL SITE PLAN(1 OF 2)S2.3

DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

10' 0' 10' 20'

SCALE: 1''=10'

MA

TCH

LIN

E, S

EE

SH

EE

T S

-112

DEFECT REPAIR TABLE

KEYNOTE STATION DEFECT WIDTH DEPTH LENGTH

1 0+05 CRACK 1/8" - 1/2" - Full

2 0+10 SPALL 8" 8" 15'

2 0+40 SPALL W/ EFFLO 6" 6" 1'

2 0+50 SPALL 2" 2" 1'

4 0+53 VOID BEHIND WALL 2' 21" -

2 0+60 SPALL 12" 6" 1'

1 0+90 CRACK 1/16" - -

4 0+90 VOID BEHIND WALL 24" 21" -

2 1+15 CORNER SPALL 6" 2" 5'

2 1+30 SPALL 6" 8" 1'

4 1+34 VOID BEHIND WALL 12" 25" -

2 1+42 (2) SPALLS 3" 6" 0'-8"

4 2+00 CORNER SPALL 3" 6" 2'-6"

1 2+05 CRACK 3/16" - 5'

1 2+30 CRACK 3/16" - 15'

- THROUGHOUT COLDJOINT GAP - - -

- THROUGHOUT SURFICIAL CRACKING - - -

- THROUGHOUT LONGITUDINAL CRACKING FULL - -

- THROUGHOUT MINOR RANDOM SPALLING <6" <1" <6"

KEY MAP

LEGEND

KEYNOTE

FIRE EXTINGUISHER

PILE

CLEAT

LADDER

NAVIGATION LIGHT

WORK POINT

4

F

WP3

D1S2.5

A3S2.9

A2S2.9

B3S2.6

NOTES


D5S2.6

TB

TB

4+80

2+50

3+00

3+50

4+00

4+50

CO

FDC

G

PIV

W

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

24''S

T

EBOX

3.53'

5.72'

3.85'

3.68'

2.99'

2.77'

3.20'

3.18'

2.48'

2.54'

3.70'

3.62'3.57'

3.18'

3.23'

3.30'

3.15'

3.44'

3.25'

3.45'

3.47'

3.22'

3.34'

3.27'3.49'

3.33'

5.78'3.49'

3.02'

3.43'3.28'

3.12'

3.09'

2.99'

3.61'3.50' 3.47'

3.51'

INSTALL NEWMOORING CLEAT(TYP)

INSTALL NEWFENDERINGSYSTEM

2 3323

2

3

3

1

2

2

4

2

23

3 4

2

FILL VOIDS BEHINDCONCRETE CAP

PATCH COLD JOINTSALONG FACE OFCONCRETE CAP REPAIR TYPICAL STRUCTURAL

CRACKING ALONG FACE OFCONCRETE CAP

REPAIR TYPICAL SUPERFICIALCRACKING THROUGHOUT TOPOF CONCRETE CAP

REPAIRSPALLED

CONCRETE

A1S2.10

A2S2.10 A1

S2.10

A1S2.10

END FENDERSYSTEM

END FENDERSYSTEM AT RAMP

RESUME FENDER SYSTEMAFTER RAMP

3+46

3+79

4+56

2+50

3+00

3+50

4+00

4+50

4+80

4+25

4+40

TURBIDITYBARRIER

LIMITS OF MAINTENANCEDREDGING

LADDER, TYP A1S2.11

MAP

MM

MGC

2021-04-16 14

STRUCTURAL SITE PLAN(2 OF 2)S2.4

DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

10' 0' 10' 20'

SCALE: 1''=10'

KEY MAP

MA

TCH

LIN

E, S

EE

SH

EE

T S

-111

DEFECT REPAIR TABLEKEYNOTE STATION DEFECT WIDTH DEPTH LENGTH

3 2+62 COLD JOINT - - -

2 2+85 SPALL 5" 2" 0'-8"

3 2+90 COLD JOINT 1/4" 4" 14'

2 3+10 FAILED PATCH 4" 2" 12'-2"

3 3+15 VOID 2" 40" 0'-2"

2 3+51 SPALL 8" 8" 1'-8"

2 3+81 SPALL 8" 4" 4'

3 3+81 VOID 8" 6" 2'

1 3+81 (2) CRACK 1/4" - 3'

3 3+83 COLD JOINT - - -

3 3+90 VOID 3" 8" 0'-6"

1 3+95 (2) CRACK 1/4" 3'

3 4+15 FAILED PATCH 12" 5" 12

2 4+20 FAILED PATCH 10" 10" 6'

2 4+40 SPALL 4" 2" 0'-8"

4 4+44 VOID BEHIND WALL 12" 22" 3'

2 4+54 SPALL 8" 4" 2'

2 4+56 SPALL 9" 22" 3'


2 4+58 SPALL 6" 12" 2'

3 4+70 VOID 1" 8" 1'


2 4+75 SPALL 6" 1" 1'

- THROUGHOUT COLDJOINT GAP - - -

- THROUGHOUT SURFICIAL CRACKING - - -

- THROUGHOUT LONGITUDINAL CRACKING FULL - -

- THROUGHOUT MINOR RANDOM SPALLING <6" <1" <6"

C3S2.10

A3S2.9

A2S2.9

DREDGEELEVATION - 8.0

FT MLLW P/C CONC BENTCAP, TYP

STEEL PIPEPILE, TYP

12345

PRECAST CONCPANEL, TYP

CLOSURE POUR CONCTOPPING SLAB

19.00' 3.58'

EXPANSION JOINT

81.58'

10.0

0'

STEEL PIPEPILE, TYP

P/C CONC BENTCAP, TYP

12345

+/- 3.0 FT MSL

MSL = 0 FTMLLW = -0.48 FT

19.00'19.00'19.00'

A4

A1 CLEAT, TYP

SOLARNAVIGATION

LIGHT B3

LADDER, TYP A2

LADDER

FENDER SYSTEMA2

A2

MAP

MM

MGC

2021-04-16 15

FIXED PIERS2.5DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

8' 0'-0'' 4' 8'

SCALE: 3/16"=1'-0''

B1S2.5

ELEVATIONSCALE: 3/16" = 1'-0"

C1S2.6

D1S2.3

PLAN VIEWSCALE: 3/16" = 1'-0"

10# ABC DRYCHEMICALEXTINGUISHER

POWDERENCASEDALUMINUM(RED COLOR)

BOLTS (TYP)

SEE NOTE 2CLEAT,SEE NOTE 1

MOUNTING FOOT

VISUAL COLORINDICATOR, SET

AS YELLOW

SOLAR PANEL

LENS

IDENTIFICATION LABEL

10'-0"

6'-0" 2'-0"

2'-0

"1'

-0"

6"

1% SLOPE

℄ PILE ℄ PILE

EL 0.33'

STEEL PIPE PILE TIPEL -43.00'

2'-0"

PRECAST CONCPANEL (TYP), FORREINFORCEMENTSEE D1 ON S2.8

CONCTOPPING SLAB FORREINFORCEMENTSEE A2 ON S2.7

PRECAST CONC BENT CAP,FOR REINFORCEMENTSEE C1 AND C2 ON S2.7

EXIST MUDLINE,EL VARIES

Ø12"x0.625" STEELPIPE PILE TYP

1'-6"1'-6"

4'-0"

2'-0" 2'-0"

℄ PILE BENT

TOD

2'-0

"1'

-0"

6"

STEEL PIPE PILE

P/C CONCBENT CAP

PRECAST CONCPANEL (TYP)

CIP CLOSURE POURFOR REINFORCEMENTSEE A4 ON S2.8

CONCTOPPING SLAB

DECK EL +/- 3.00 MSL FENDER SYSTEM,BOTH SIDES (SEENOTE 1)

CLEAT, TYP ATCAPS

B4

A2

A2

+/- 3.0 FT MSL

MSLMLLW

SHEER KEY

CONCTOPPING SLAB

P/C CONC BENT CAP, TYP

ALUMINUM LADDER

TOP RUNGFLUSH W/DECK

MA

X 2

'-0"

BE

LOW

WA

TER

LIN

E

MAP

MM

MGC

2021-04-16 16

FIXED PIER DETAILS(1 OF 3)S2.6

DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

1'-0" 0'-0'' 1'-0" 2'-0"

SCALE: 1"=1'-0''

2' 0'-0'' 2' 4'

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

NOTES:

1. MOUNT CLEAT ON PIER OR CAP PERMANUFACTURER'S RECOMMENDATIONS INCAP CLOSURE POUR.

2. 16" HEAVY DUTY DOCK CLEAT.SCHOELLHORM-ALBRECHT S1153-16 ORAPPROVED EQUAL.

C1S2.5

TYPICAL SECTION AT FIXED PIER-WALKWAYSCALE: 1/2" = 1'-0"

A1S2.5

DETAIL - CLEATSCALE: 1" = 1'-0"

S2.6, S2.9

D3S2.5

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

D3S2.5

NOTE:1. MOUNT FENDERS ON PIER PER

MANUFACTURER'S RECOMMENDATIONS.

A2S2.3

DETAIL - LADDERSCALE: 1/2" = 1'-0"

S2.5SOLAR NAVIGATION LIGHT NOTES:

1. PROVIDE COMBINED METERING AND GROUND FAULTPROTECTION (CURRENT TRANSFORMERS AND RELAYS)ON A PER SLIP BASIS. GROUND FAULT PROTECTIONSHALL SHUNT TRIP INDIVIDUAL SLIP CIRCUIT BREAKERSON PEDESTAL. NO ADJACENT SLIP SHALL BE AFFECTEDBY TRIP EVENT.

2. SOLAR PANEL WITH BYPASS BLOCKING DIODEFUNCTION AND MAXIMUM POWER POINT (MPPT).

3. LED LIGHT SOURCE WITH TEMPERTURE-CORRECTEDLED DRIVERS. SELECTABLE FLASH PATTERNS.SELECTABLE INTENSITY FROM 25 TO 925 LUX.SELECTABLE COLOR TO BE YELLOW

4. LUMINAIRE SHALL BE MANUFACTURER CARMANAHMODEL: #M550 OR APPROVED EQUAL. -45 TO 124FAHRENHEIT AMBIENT OPERATING TEMPERATURE.USCG PATON 33CFR66 & CFR67 CLASS C COMPLAINT.

5. SOLAR POWER NAVIGATIONAL SHALL BE INSTALLED ASSHOWN ON DRAWINGS. SECURE NAVIGATIONAL LIGHTWITH 316 STAINLESS STEEL HARDWARE. LOCATE LIGHTIN OPTIMUM LOCATION VISIBLE TO APPROACHINGVESSELS, PROTECTED FROM ARTIFICIAL LIGHTSOURCES AND PROTECTION FROM POSSIBLE DAMAGE.

D5S2.3

DETAIL - FIRE EXTINGUISHER CABINETSCALE: NOT TO SCALE

B3S2.3

SOLAR NAVIGATION LIGHTSCALE: NOT TO SCALE

1'-8"

2'-0

"

2'-0

"

2"#6@10" OC T&B, TYP

3-#5 TOP AND BOTTOM.INTERRUPT BARS 2" CLR OF

PRECAST OPENINGS ATPILES - PROVIDE STANDARD

90° HOOK AT ENDS OF BAR

#4 STIRRUPS

3" CLEARTYP UON

2" C

LEA

R

3/4" CHAMFER, TYP

DRIP EDGE, TYP

RAKED FINISH ON PRECASTCONC PILE CAP

℄ BENT

OPENING IN PRECASTSLAB

#4 STIRRUPS @8", TYP

RAKED FINISH ON PRECASTCONC PILE CAP

2-#6 CONT, T&B, ES, TYP,

4'-0"

℄ BENT

CORRUGATED FORM

3" CLEARTYP UON

2" C

LEA

R

1'-4"

C4S2.8

STEEL PIPE PILE

STEEL PIPE PILE

3-#6 CONT, T&B, TYP

℄ BENT

P/C CONC BENT CAP

#6 BARS @ 12" OC

STEEL PIPE PILE

EXPANSION JOINT/COVER PLATE

#6 BARS @ 12" O.C.

2-#6 CONT

2.00' 1.50'

2.00

'

EL 2.00'

4.00'

1.00

'6" MIN

#4 STIRRUPS

#4 STIRRUPS @ 12" OC


#3-5 BARS. TOP & BOT.INTERRUPT BARS 2" CLR OFPRECAST OPENINGS ATPILES. PROVIDE STD 90°HOOK AT ENDS OF BAR

CONC TOPPING SLAB

TOP OF PIER EL VARIES

℄ BENT

P/C CONC BENT CAPSTEEL PIPE PILE

CONC TOPPING SLAB

# 6 BARS @ 12" O.C.

#6 BARS @ 10"

#6 @ 10" OC

1.50'2.00'

2.00

'

EL 2.00'

4'-0"

1.00

'

6"MIN

3.25'

#6 @ 12" OC

NEOPRENE BEARING PAD#6 @ 10" OC


#6 @ 12" OC

#6 @ 10" OC

#6 @ 10" OC

ADDITIONAL #6 BARAT CORNER

#6 BARS @ 10" O.C.

8.00

'

#8 BARS

#4 TIES @ 12"

3"

#4 TIES @ 6"

1'-3

"

12"Ø x 0.625" STEELPIPE PILE

REINF CONCRETEPILE PLUG

TERMINATE WITH STD #8 BARTERMINATORS

CUTOFF PILE TOP FLUSH.GRIND SMOOTH

NOTE:

1. DRIVE PILE TO SPECIFIED TIPELEVATION AND MINIMUM SPECIFIEDCAPACITY.

2. IF SPECIFIED TIP ELEVATION CANNOT BE ACHIEVED DUE TO BEDROCK,NOTIFY CO.

INSIDE FLANGE OPEN ENDCUTTING SHOE. APF MODEL

CS7714 OR EQUAL

℄ BENT

STEEL PIPE PILE TIP EL -43.0'

3"

#4 TIES @ 12"

5 - #6 BARSEVENLY SPACED

1 1/2" (MIN)STEEL PIPE PILE

MAP

MM

MGC

2021-04-16 17


DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

2' 0'-0'' 2' 4'

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

4' 0'-0'' 4' 8'

SCALE: 1/4"=1'-0''

1' 0' 1' 2'

SCALE: 1''=1'

C1S2.7


C2S2.7


A1S2.7


A2S2.7


B4S2.7

DETAIL - FIXED PIER PILE PLUGSCALE: 1" = 1-0"

A4S2.5

SECTION - PILE PLUGSCALE: 1 1/2" = 1'-0"

1' 0'-0'' 6" 1'

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

17'-0" (PANEL TYPE 1)

10'-0

"1'

-0"

17'-0" (PANEL TYPE 1)

#8 BAR W/TERMINATOR, TYP

10'-0"

#4 SHEAR TIE @ 12", TYP

#8 BARS @ 6" OC

#6 BARS @ 12" OCROUGHEN INTERFACE

TO 1/4" AMP MIN

2 3/

4"

TOP OF SHEAR TIE

#6 BARS @ 6" OC

3/4"

3/4"4"

3/4"

3/4"

3/4"

P/S CONC DECKPANEL, TYP

6"6"4'-8"

7 SPA @8" OC

4"

1'-4" 6" 6"

2 SPA @8" OC

4"

7" 1'-4"

2 SPA @8" OC

PRECAST CONC PANEL

CORRUGATED GALVSLEEVES CAST IN PILES,TYP

14" STEEL PIPE PILE BELOW,TYP

PRECAST CONC BENT CAPBELOW

#4 STIRRUPS PROJECTINGFROM PRECAST CAP, TYP

#4 STIRRUPS IN CLOSUREPOUR, TYP

9'-6"

REINF EXTENDING FROM PRECAST CONC PANELS19 SPA @ 6" OC

10'-0"

1" T NEOPRENE BEARING PADGLUE TO (E) CONCRETE CAP

PL 1/4 X 8" X 6'-0" TRANSITION

FIXED PIER

℄ PILE

1'-6

"

EXISTING CONCRETE CAPTOC EL. +3.0 (E) TOC EL. +3.0

MAP

MM

MGC

2021-04-16 18


DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

2' 0'-0'' 2' 4'

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

D1S2.8

PRECAST CONCRETE PANEL PLANSCALE: 1/2" = 1'-0"

C1S2.8


B1S2.8


C4S2.8

DRIP EDGE DETAILSCALE: 1 1/2" = 1'-0"

1'-0" 0'-0'' 6" 1'-0"

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

A4S2.8

FIXED PIER CLOSURE POUR DETAILSCALE: 1/2" = 1'-0"

B1S2.8

C1S2.8

D4S2.8


4"x4" EXTRUDEDRUBBER D-FENDERS

1'-6

"

2'-0"

6"

EXISTINGSIDEWALK

EXISTINGCONCRETE CAP

8X10 EXTRUDEDRUBBER D-FENDERSPACE @ 8'-0" O.C.

10"

EL. VARIES(APPROX. +3.00' MSL)

MHHW EL.+0.45' MSL

MLLW EL.-0.48' MSL

1" DIA X 8" ADHESIVEANCHOR 6" MINENBED,TYP.

1/2" DIA X 6" ADHESIVEANCHORS 4" MIN EMBED, TYP.

4"x4"X7-3/4"RUBBER D

FENDER


EQ

EXISTINGSIDEWALK


EQ

EL. VARIES(APPROX. +3.00' MSL)

MHHW EL.+0.45' MSL

MLLW EL.-0.48' MSL

HEAVY DUTY DOCK CLEAT.

3/4" DIA x12" LADHESIVE

ANCHOR

A1S2.6


8"

2'-0

"


8X10 EXTRUDEDRUBBER D-FENDER1'

-6"

1'-0", TYP

1'-6

" CO

NC

CA

P±3

'-8" C

ON

C W

ALL

DRILL RUBBER FENDER FOR1/2" DIA ANCHORS. DRILL PERMANUFACTURER'SRECOMMENDATIONS

NOTE: COMPLETE CONCRETE CAP REPAIRSPRIOR TO INSTALLING NEW FENDER SYSTEM.

MAP

MM

MGC

2021-04-16 19

BULKHEAD REPAIRSDETAILS (1 OF 2)S2.9

DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

1'-0" 0'-0'' 6" 1'-0"

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

A3S2.9

8'-0" MAX

1"

A2S2.9

A3S2.3

NEW CLEAT DETAILSCALE: 1 1/2"=1'-0''

A2S2.4

NEW FENDER DETAILSCALE: 1 1/2"=1'-0''

A1S2.3

TYPICAL BULKHEAD ELEVATIONSCALE: 1 1/2"=1'-0''

S2.4

MLLW EL +3.48' (MSL EL +3.00')

MLLW EL 0.00'

EXISTING SIDEWALK

SEAL SURFICIALCRACKS

EXISTING CONCRETE CAP

REPAIRSPALL

REPAIRSTRUCTURAL CRACK

REPAIRSPALL

REPAIRSTRUCTURAL CRACK

COLDJOINT

COLDJOINT

C3S2.10

NOTES:

1. REMOVE LOOSE DEBRIS AND MARINE GROWTH PRIOR TO FILLING VOIDS.2. VOIDS DEEPER THAN 12" MUST BE FILLED TO A MINIMUM DEPTH OF 12".3. CHIP-OUT AND REMOVE EXISTING SOFT GROUT PATCH MATERIAL WHERE

ENCOUNTERED.

MLLW EL +3.48' (MSL EL +3.00')

MLLW EL 0.00'

COLDJOINT

EXISTING SIDEWALK

EXISTING CONCRETE CAP

COLDJOINT

DEPTH(VARIES)

WIDTH(VARIES)

FILL COLD JOINTGAPS WITH GROUT

3" SPALL LENGTH 3"

REPAIR LENGTH

SPALLWIDTH

3"REPAIRWIDTH

EX SPALL

SAWCUT PERNOTES, TYP

ROUGHEN (E) CONCRETETO 1/4" AMPLITUDE

(E) REINFORCINGSTEEL SIZE AND

SPACING UNKOWN

(E) CONCRETECAP

NEWREPLACEMENTREBAR

MECHANICAL LAPSPLICE SPEC

SQUARE CUTREPAIR EDGE

(E) DAMAGEDREBAR BEING

REPLACED

3" M

IN

11

FILL VOID W/ EPOXY GROUTOR CEMENTITIOUS MORTAR

EXPOSED REINFORCINGREMOVE - TYP

REMOVE CONC FORANCHOR BOLT REMOVAL

REINFORCING ORANCHOR BOLT TO

REMAIN - TYP

1"

1"

3" - LIMIT OF REMOVAL CUT-OFF REINFORCINGBOLT-TYP

SEAL CRACK MINIMUM 1" BEYOND EACHEND WITH SURFACE SEAL EPOXY,AFTER CRACK INJECTION REPAIR,REMOVE ALL INJECTION PORTS, GRINDSURFACE SMOOTH WITH SURROUNDINGCONCRETE

CRACK SURFACE

PRESSURE GROUT EPOXY INTOCRACK USING 2-WAY PLASTICVALVES AT 6" O.C. MAX.EXISTING CRACK

NOTE:1. SOUND CONCRETE AT CRACK REPAIR LOCATIONS TO

IDENTIFY CLOSED SPALLS. IF CLOSED SPALLS AREENCOUNTERED.

2. OPEN STRUCTURAL CRACKS TO A WIDTH OF 1/4" WIDE BY1" DEEP.

SEE NOTE

3" MIN

2" MIN

CONCRETEREPAIR MATERIAL

ORIGINAL SPALL

REPLACE MAINREINFORCEMENTAS REQUIRED

3" MINCOVER TYP

1" MIN SQCUT TYP

MAP

MM

MGC

2021-04-16 20

BULKHEAD REPAIRSDETAILS (2 OF 2)S2.10

DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

2' 0'-0'' 2' 4'

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

A1S2.3

TYPICAL CAP REPAIR LOCATIONSSCALE: 1/2" = 1'-0"

S2.4

A2S2.3

COLD JOINT REPAIRSSCALE: 1/2" = 1'-0"

S2.4

C1S2.10

DETAIL - MECHANICAL LAP SPLICESCALE: NTS

1' 0'-0'' 1' 2'

SCALE: 1"=1'-0''

C4S2.10

DETAIL - STRUCTURAL CRACK REPAIRSCALE: 3/4" = 1'-0"

C5S2.10


C4

2'-0" 0'-0'' 1'-0" 2'-0"

SCALE: 3/4"=1'-0''

NOTES:

1. REFER TO CONCRETE REPAIR NOTES FOR DETAILED REPAIR STEPS.2. PROTECT EXISTING REINFORCED STEEL, REPLACE AND SPLICE AS

REQUIRED BY CONCRETE REPAIR NOTES.

C2D2

TYPICAL EXISTING ANCHOR BOLT CUT-OFFSCALE: 3/4" = 1'-0"

C3S2.3

TYPICAL SPALL REPAIRSCALE: 1/2" = 1'-0"

S2.4

TREATED 2X4CONCRETESIDEWALK

(E) CONCRETESIDEWALK

GROUT VOIDS

CRUSHEDROCK/FILL

REMOVE TRASH, DEBRIS,ORGANICS AND LOOSE SOIL,BY VAC TRUCK OR OTHERMETHODS

NOTE: WHERE VOIDS OCCUR UNDER ASPHALT PAVING, COLD PATCHASPHALT AFTER GROUTING. PATCH TO MATCH (E) ASPHALT THICKNESS.APPLY PATCH MATERIAL IN ACCORDANCE MANUFACTURER'S INSTRUCTIONS.

6" M

IN

4000 PSICONCRETE

(E) FILL/NATIVE SOILS

DOWEL #3 INTO (E)SIDEWALK AT 4" O.C

EMBED 6" MIN

2'-0"

CONCRETE CAP

CONCRETESIDEWALKPANEL

SAWCUT (E) CONCRETESIDEWALK AROUNDDAMAGED AREA ASNEEDED FOR ACCESS TOPERFORM REPAIR.PROTECT (E) REINFORCING

(E) 2 X TIMBER.REMOVE 2'-0 MIN ATVOID LOCATIONS

VOID (BELOW) SEEDEFECT TABLE FORAPPROXIMATEDIMNSIONS

D1

6"V

AR

IES

≈7'

-0"

4"XS PIPE

INSTALL LADDER W/TOP RUNG FLUSH W/EXIST DECK

9"

EXIST DECK

A2

CAP PL1/4

2'-3

"

R9"

1-1/2"Ø STD PIPE

1'-0

"

EMBED LADDER IN MUDLINEWHERE NECESSARY

A3

3/8" PL 6" SQ. W/ DRILLEDHOLES FOR (4) 1/2"Ø ADHESIVEANCHORS, 6" MIN EMBED

1-1/2"ØSTD PIPE

2"TYP.℄

1/4

#8 BAR x 26"LLADDER RUNG

PIPE 4XS

1'-9

1/2

"

TYP 5/16

(2) 1/2"Ø ADHESIVEANCHORS, 6" MIN

EMBED, CENTER ON PL

PL3/8x4

PL3/8x4x2'-0"

TYP 1/41/4

1'-3

"

FACE OF CONCRETE

MAP

MM

MCG

2021-04-16 21

STRUCTURAL DETAILSS2.11DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

1' 0'-0'' 1' 2'

SCALE: 1"=1'-0''

D1S2.11

SECTIONSCALE: 1" = 1'-0"

D2S2.11

DETAIL - VOID BEHIND WALL REPAIRSCALE: 1" = 1'-0"

NOTES:

1. REMOVE MATERIAL FROM INSIDE PILE WITH VAC TRUCK OR OTHERMETHOD, IF NECESSARY.

2. PUMP WATER FROM PILE IF NECESSARY BEFORE PLACINGCONCRETE.

3. IF ADDITIONAL MATERIAL IS NEEDED TO MAINTAIN BOTTOM OF PLUGELEVATION, PLACE PEA-GRAVEL OR CLEAN GRANULAR FILL INSIDEPILE TO FILL VOID.

A1S2.3

LADDER ELEVATIONSCALE: 1" = 1'-0"

S2.4

A2S2.11

LADDER SECTIONSCALE: 3" = 1'-0"

A3S2.11

LADDER SECTIONSCALE: 3" = 1'-0"

MAP

MM

MCG

2021-04-16 22

BORING LOGS (1 OF 2)S3DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

NOTE: HISTORIC BORING LOGS PROVIDED BY NPS, FORREFERENCE USE ONLY.

MAP

MM

MCG

2021-04-16 23

BORING LOGS (2 OF 2)S4DATE:

TECH REVIEW:


PMIS/PKG NO.

SHEET

OF


CROFT

KENNESAW,

GERGIA.

MOFFATT &

NICHOL

.

.

23MIAMI, FLORIDA.



VIIS 244623

1' 0'-0'' 1' 2'

SCALE: 1"=1'-0''

NOTE: HISTORIC BORING LOGS PROVIDED BY NPS, FORREFERENCE USE ONLY.

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