USCG OPC Pier Amendment 0008 Drawings.pdf

FOUNDATION NOTES - FENDER PILES

1. FENDER PILE TIP ELEVATION IS LOCATED AT ON DRAWING S-602.

2. FENDER PILES SERVICE (ALLOWABLE) CAPACITY: 5.6 TONS (COMPRESSION), 0 TONS (TENSION)

3. FENDER PILES FACTORED (ULTIMATE) CAPACITY: 12.5 TONS (COMPRESSION), 0 TONS (TENSION)

4. MINIMUM PILE TIP FOR LATERAL FIXITY FOR FENDER PILES:

4.1 BENT 6-22 : PILE TIP ELEVATIONS PER PILE SCHEDULE (S-602)

4.2 BENT 22-43: EL. -61

5. THE CONTRACTOR SHALL ANTICIPATE REQUIRING TO PRE-DRILL POLYMERIC FENDER PILES

BETWEEN BENT 6 AND 22 (OPTION 2).

1. FLOATING TURBIDITY CURTAIN MUST BE UTILIZED AT ALL PILE DRIVING, PILE EXTRACTION, DRILLING, AND DREDGING ACTIVITIES. DREDGING ACTIVITIES WILL BE LIMITED TO THE TIME OF

YEAR PERIOD AS DICTATED IN PROJECT PERMITS. TURBIDITY MONITORING IS REQUIRED

DURING PILE DRIVING, PILE EXTRACTION, AND DRILLING ACTIVITIES OUTSIDE OF THE

DREDGING TIME OF YEAR PERIOD.

2. THE FOLLOWING MITIGATION MEASURES MUST BE IMPLEMENTED DURING ALL PILE DRIVING, PILE EXTRACTION, AND DRILLING ACTIVITIES TO MINIMIZE MARINE MAMMAL EXPOSURE TO

LEVEL A INJURIOUS NOISE LEVELS GENERATED AND TO REDUCE TO THE LOWEST EXTENT

PRACTICABLE EXPOSURE TO LEVEL B NOISE LEVELS. FOR ADDITIONAL ENVIRONMENTAL

REQUIREMENTS ASSOCIATED WITH THIS WORK, REFER TO SPECIFICATION SECTION 01 35 40.00

25 “MARINE MAMMAL PROTECTION.”

3. TIME RESTRICTION: IN-WATER CONSTRUCTION AND DEMOLITION WORK WILL OCCUR ONLY

DURING DAYLIGHT HOURS.

4. ESTABLISHMENT OF MONITORING AND SHUTDOWN ZONES:

4.1. FOR ALL RELEVANT IN-WATER CONSTRUCTION AND DEMOLITION ACTIVITIES, DESIGNATE

A LEVEL A ACOUSTIC HARASSMENT MONITORING ZONE, A LEVEL B BEHAVIORAL

HARASSMENT MONITORING ZONE, AND PHYSICAL INJURY SHUTDOWN ZONE, WITH

RADIAL DISTANCES AS IDENTIFIED IN SPECIFICATION SECTION 01 35 40.00 25 “MARINE

MAMMAL PROTECTION.”

4.2. DURING ALL IN-WATER CONSTRUCTION AND DEMOLITION ACTIVITIES, A 33-FT PHYSICAL

SHUTDOWN ZONE AROUND EACH ACTIVE PILE WILL BE IMPLEMENTED TO PROTECT

ANIMALS FROM PHYSICAL INJURY. FOR SOME SOUND-GENERATING ACTIVITIES, THE

POTENTIAL FOR LEVEL A HARASSMENT BY ACOUSTIC INJURY IS LESS THAN 33 FT. FOR

THESE ACTIVITIES, THE 33-FT PHYSICAL INJURY SHUTDOWN ZONE AUTOMATICALLY

REDUCES THE POTENTIAL FOR LEVEL A ACOUSTIC HARASSMENT. THE MAXIMUM

DISTANCES FOR LEVEL A AND LEVEL B HARASSMENT FOR HARBOR SEALS AND GRAY

SEALS FROM PROJECT-RELATED ACTIVITIES ARE PROVIDED IN SPECIFICATION SECTION

01 35 40.00 25 “MARINE MAMMAL PROTECTION” (NOTE THAT THE MAXIMUM DISTANCE MAY

BE REACHED IN ONLY ONE DIRECTION, DEPENDING ON THE SHAPE OF THE ZONE OF

INTEREST AND INTERSECTING LANDMASSES).

4.3. PILE DRIVING MUST ONLY TAKE PLACE WHEN THE 33-FT PHYSICAL INJURY SHUTDOWN

AND LEVEL A ACOUSTIC HARASSMENT ZONES ARE VISIBLE AND CAN BE ADEQUATELY

MONITORED. IF CONDITIONS PREVENT THE VISUAL DETECTION OF MARINE MAMMALS,

ACTIVITIES WITH THE POTENTIAL TO RESULT IN LEVEL A HARASSMENT MUST NOT BE

INITIATED. IF SUCH CONDITIONS ARISE AFTER THE ACTIVITY HAS BEGUN, PILE DRIVING

OR PILE EXTRACTION ACTIVITIES MUST BE HALTED IF THE 33-FT SHUTDOWN ZONE IS NOT

VISIBLE.

5. SHUTDOWN MEASURES:

5.1. THREE PROTECTED SPECIES OBSERVERS (PSO) WILL BE DEPLOYED TO MONITOR FOR

SEALS. ONE PSO MUST BE LOCATED ON LAND AND TWO MUST BE LOCATED IN A BOAT

TO MONITOR OFFSHORE LOCATIONS. FOR THOSE MONITORING AREAS THAT ARE LARGE,

VESSEL-BASED OBSERVERS WILL MOVE NORTH AND SOUTH (BACK AND FORTH) TO

CAPTURE ALL AREAS DURING IN-WATER PILE DRIVING, PILE EXTRACTION, AND DRILLING

ACTIVITIES.

5.2. MONITORING MUST TAKE PLACE FROM 15 MINUTES PRIOR TO INITIATION OF PILE DRIVING

OR PILE EXTRACTION ACTIVITIES THROUGH 30 MINUTES POST-COMPLETION OF PILE

DRIVING OR PILE EXTRACTION ACTIVITIES. PILE DRIVING OR PILE EXTRACTION MAY

COMMENCE WHEN OBSERVERS HAVE DECLARED THE SHUTDOWN ZONE CLEAR OF

MARINE MAMMALS PRIOR TO INITIATION OF PILE INSTALLATION OR REMOVAL. IN THE

EVENT OF A DELAY OR SHUTDOWN OF ACTIVITY RESULTING FROM MARINE MAMMALS IN

THE SHUTDOWN ZONE, ANIMALS MUST BE ALLOWED TO REMAIN IN THE SHUTDOWN

ZONE AND THEIR BEHAVIOR MUST BE MONITORED AND DOCUMENTED. MONITORING

MUST OCCUR THROUGHOUT THE TIME REQUIRED TO DRIVE OR REMOVE A PILE. A

DETERMINATION THAT THE SHUTDOWN ZONE IS CLEAR MUST BE MADE DURING A

PERIOD OF GOOD VISIBILITY.

5.3. IF A MARINE MAMMAL APPROACHES OR ENTERS THE SHUTDOWN ZONE, OR IF A MARINE

MAMMAL OTHER THAN A HARBOR SEAL OR GRAY SEAL ENTERS THE LEVEL B

HARASSMENT ZONE, OR IF THE TAKE OF A MARINE MAMMAL SPECIES OR STOCK HAS

REACHED THE LIMITS INDICATED IN SPECIFICATION SECTION 01 35 40.00 25 “MARINE

MAMMAL PROTECTION” AND ENTERS THE LEVEL B HARASSMENT ZONE, ALL PILE DRIVING

OR PILE EXTRACTION ACTIVITIES AT THAT LOCATION MUST BE HALTED. IF NONE OF THE

TAKE NUMBERS HAVE BEEN EXCEEDED, PILE DRIVING OR PILE EXTRACTION MAY

COMMENCE OR RESUME WHEN EITHER THE ANIMAL HAS VOLUNTARILY LEFT THE

SHUTDOWN ZONE, AND BEEN VISUALLY CONFIRMED BEYOND THE SHUTDOWN ZONE, OR

15 MINUTES HAVE PASSED WITHOUT RE-DETECTION OF THE ANIMAL.

6. SOFT START (IMPACT PILE DRIVING ONLY):

6.1. AN INITIAL SET OF THREE STRIKES FROM THE IMPACT HAMMER AT A REDUCED ENERGY

LEVEL (40 PERCENT OF FULL POWER), SEPARATED BY A 1-MINUTE WAITING PERIOD,

THEN TWO SUBSEQUENT THREE STRIKE SETS WILL BE IMPLEMENTED. PILE DRIVING

MAY COMMENCE AT FULL POWER ON THE FOURTH STRIKE.

6.2. SOFT START IS REQUIRED FOR ANY IMPACT PILE DRIVING, INCLUDING AT THE BEGINNING

OF THE DAY, AND AT ANY TIME FOLLOWING CESSATION OF IMPACT PILE DRIVING OF 30

MINUTES OR LONGER.

FOUNDATION NOTES - ENVIRONMENTAL REQUIREMENTS

FOUNDATION NOTES AT-GRADE STRUCTURES

1. AT-GRADE FOUNDATIONS MUST BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE RHODE ISLAND STATE BUILDING CODE, UNIFIED FACILITIES CRITERIA (UFC) AND RECOMMENDATIONS BELOW.

2. SPREAD FOOTINGS MUST BE FOUNDED ON UNDISTURBED GLACIOFLUVIAL DEPOSITS; OR, IF EXISTING FILL IS ENCOUNTERED AT THE DESIGN BEARING ELEVATION, ON GRANULAR FILL PLACED FOLLOWING REMOVAL OF THE EXISTING FILL TO THE TOP OF THE UNDISTURBED GLACIOFLUVIAL DEPOSITS. EXISTING FILL IS NOT SUITABLE FOR

FOUNDATION SUPPORT.

3. FOOTINGS MUST BE SIZED USING AN ALLOWABLE BEARING PRESSURE OF 3.0 KSF (CONTRACTOR TO VERIFY IN THE FIELD UPON INVESTIGATION). THE ALLOWABLE BEARING PRESSURE MAY BE INCREASED BY 1/3 FOR TRANSIENT

LOADING CONDITIONS.

4. FOR FOOTINGS LESS THAN 3 FT IN LEAST LATERAL DIM, DESIGN FOR AN ALLOWABLE BEARING PRESSURE IN KSF EQUAL

TO B, WHERE B EQUALS THE FOOTING WIDTH IN FEET.

5. MINIMUM FOOTING WIDTH IS 18”.

6. IF UNSUITABLE SOILS, SUCH AS EXISTING FILL, ARE ENCOUNTERED AT THE FOOTING BEARING ELEVATION, EITHER:

6.1. LOWER THE FOOTING TO THE SUITABLE BEARING MATERIAL, OR

6.2. MAINTAIN THE FOOTING AT THE DESIGN BEARING ELEVATION AND REPLACE UNSUITABLE MATERIALS WITHIN THE

ZONE OF INFLUENCE (ZOI) WITH GRANULAR FILL.

7. FOOTINGS MUST BEAR A MINIMUM OF 3.5 FT BELOW PROPOSED GRADES EXPOSED TO FREEZING TEMPERATURES FOR

FROST PROTECTION.

BULKHEAD MATERIALS:

1. STRUCTURAL STEEL:

A. STEEL SHEET PILING: ASTM A690, Fy = 50 KSI, HOT ROLLED.

B. WIDE FLANGE SHAPES, CHANNELS, ANGLE, PLATES, AND TEES: ASTM A36, Fy = 36 KSI.

C. TIE RODS: ASTM A615, Fy = 75 KSI.

D. BOLTS:

a. 3/4" DIA ASTM F3125 GRADE A325, UNLESS NOTED OTHERWISE.

b. FRAMING CONNECTIONS: SNUG TIGHT JOINTS WITH STANDARD HOLES, UNLESS NOTED OTHERWISE.

c. DIRECT TENSION INDICATOR WASHERS: ASTM F959.

d. HOLES MUST BE DRILLED OR REAMED. FLAME CUTTING OF HOLES IN PERMANENT STRUCTURE MUST NOT

BE ALLOWED.

F. WELDING: AWS D1.1 USING E70 ELECTRODE, WITH LOW HYDROGEN AS INDICATED ON PLANS.

2. STEEL WATERFRONT STRUCTURES COATING:

A. SHEET PILE, STEEL WALES, BULKHEAD CAP, MISCELLANEOUS STEEL:

a. COAT WITH EPOXY-POLYAMIDE SYSTEM.

b. SURFACE PREP AND COATING ON STEEL SHEET PILES MUST BE INSTALLED ON BOTH LAND SIDE AND WATER

SIDE TO MINIMUM DEPTH OF 5' BELOW THE PLANNED DREDGE DEPTH.

B. STEEL HARDWARE AND FASTENERS, THREADED TIE RODS:

a. THREADED TIE RODS MUST BE HOT DIP GALVANIZED PER ASTM A153 AND WRAPPED IN PETROLATUM TAPE.

b. ANY COATING DAMAGED DURING INSTALLATION MUST BE TOUCHED UP PRIOR TO BEING WRAPPED IN

PETROLATUM TAPE.

13.3.c. PROBE THE LIMITS OF THE OBSTRUCTION TO DETERMINE IF THE STEEL PIPE PILE CAN

BE PULLED, OFFSET ALONG THE LONGITUDINAL AXIS OF THE CAST-IN-PLACE

CONCRETE BEAM, AND RE-DRIVEN TO THE ESTIMATED PILE TIP ELEVATION AND

REQUIRED ULTIMATE VERTICAL CAPACITY. THE CONTRACTING OFFICER WILL UTILIZE

THE REQUIRED OFFSET INFORMATION TO DETERMINE IF THE BENT CAP, BEAM, AND

PILES CAN ACCOMMODATE RELOCATION TO AVOID THE OBSTRUCTION. NOTE THAT

THIS OPTION WILL REQUIRE MODIFICATIONS TO THE BEAM WIDTH IN ORDER TO FULLY

ENCAPSULATE THE 36"Ø STEEL PIPE PILE WITHIN THE BEAM WHILE MAINTAINING 6”

CLEAR FROM THE EDGE OF PILE TO EDGE OF BEAM. AT THE CONTRACTOR'S OPTION,

THE PILE ENCOUNTERING THE OBSTRUCTION MAY BE ABANDONED IN PLACE AND A

NEW STEEL PIPE PILE INSTALLED AT THE REQUIRED OFFSET LOCATION AT NO

ADDITIONAL COST TO THE GOVERNMENT.

13.3.d. PROBE THE LIMITS OF THE OBSTRUCTION TO DETERMINE IF THE STEEL PIPE PILE CAN

BE PULLED AND RE-DRIVEN AT A SLIGHT BATTER (NOT MORE THAN 1” PER FOOT) TO

AVOID THE OBSTRUCTION. PILES MUST BE BATTERED PERPENDICULAR TO THE

LONGITUDINAL AXIS OF THE BENT CAP AND RE-DRIVEN TO THE ESTIMATED PILE TIP

ELEVATION AND REQUIRED ULTIMATE VERTICAL CAPACITY.

13.3.e. USE A DTH HAMMER TO DRILL THROUGH THE OBSTRUCTION AND ATTEMPT TO RE-

DRIVE THE PILE THROUGH THE OBSTRUCTION TO THE ESTIMATED PILE TIP ELEVATION

AND REQUIRED ULTIMATE VERTICAL CAPACITY.

13.4. IF THE DRIVEN STEEL PIPE PILE ENCOUNTERS AN OBSTRUCTION ABOVE MINIMUM PILE TIP

ELEVATION FOR LATERAL FIXITY, POSSIBLE CONTRACTOR OPTIONS TO MITIGATE THE

OBSTRUCTION INCLUDE, BUT ARE NOT LIMITED TO:

13.4.a. IF THE OBSTRUCTION IS DETERMINED TO BE RELATIVELY CLOSE TO THE

APPROXIMATE MUDLINE ELEVATION, PULL THE PILE, ATTEMPT TO EXTRACT THE

OBSTRUCTION BY MEANS AND METHODS DETERMINED BY THE CONTRACTOR, AND RE-

DRIVE THE PILE TO THE ESTIMATED PILE TIP ELEVATION AND REQUIRED ULTIMATE

VERTICAL CAPACITY.

FOUNDATION NOTES - STEEL PIPE PILES CONT

11. EPOXY COAT ENTIRE STEEL PIPE PILES IN ACCORDANCE WITH SPECIFICATION SECTION 09 97 02

"PAINTING : HYDRAULIC STRUCTURES." INSTALL ANODES AS SHOWN ON DRAWING E-112.

12. FOR THE PURPOSE OF BIDDING, ANTICIPATE ENCOUNTERING OBSTRUCTIONS (52 TOTAL PILES) DURING DRIVING OF THE STEEL PIPE PILES FOR PIER 1. IF OBSTRUCTIONS ARE ENCOUNTERED DURING PILE

DRIVING:

12.1. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF THE DEPTH AND APPARENT SIZE OF THE

OBSTRUCTION.

12.2. OBTAIN APPROVAL OF THE CONTRACTING OFFICER THAT THE CONTRACTOR HAS

ENCOUNTERED AN OBSTRUCTION.

13. FOLLOWING ARE SUGGESTED ALTERNATIVES FOR MITIGATING OBSTRUCTIONS ENCOUNTERED DURING DRIVING OF THE PIER 1 STEEL PIPE PILES. NOTE THAT THE CONTRACTOR MAY ALSO SUBMIT ALTERNATE METHODS FOR MITIGATING OBSTRUCTIONS FOR APPROVAL BY THE CONTRACTING OFFICER. PERSONNEL AND EQUIPMENT REQUIRED TO PERFORM ANY AND ALL OBSTRUCTION MITIGATION MEASURES MUST BE AVAILABLE TO BE ON-SITE WITHIN 72 HOURS OF ENCOUNTERING THE OBSTRUCTION. THE FOLLOWING

ITEMS ARE CONSIDERED AS PART OF CONTRACT AS DESCRIBED IN THE PRICE SCHEDULE:

13.1. IF THE DRIVEN STEEL PIPE PILE REACHES THE ESTIMATED PILE TIP ELEVATION SHOWN ON THE

PROJECT DRAWINGS WHILE ALSO ACHIEVING THE REQUIRED ULTIMATE VERTICAL CAPACITY,

THE PILE WOULD BE CONSIDERED ACCEPTABLE.

13.2. IF THE DRIVEN STEEL PIPE PILE ENCOUNTERS AN OBSTRUCTION BELOW MINIMUM PILE TIP

ELEVATION FOR LATERAL FIXITY, THE CONTRACTING OFFICER MUST BE NOTIFIED TO

DETERMINE IF THE OBSTRUCTION AND PILE TIP IS WITHIN DENSE DEPOSITS/WEATHERED ROCK.

ONCE THE TIP IS CONFIRMED TO BE DENSE DEPOSITS/WEATHERED ROCK IN GLACIAL

DEPOSITS BY THE CONTRACTING OFFICER, THE CONTRACTOR MUST PERFORM PDA TESTING

TO DETERMINE THE ULTIMATE VERTICAL CAPACITY OF THE PILE (USING A CAPWAP ANALYSIS)

AND IF THE PILE WAS DAMAGED DURING INSTALLATION. THE PDA REPORT AND CAPWAP

ANALYSIS MUST BE PROVIDED TO THE CONTRACTING OFFICER WITHIN 72 HOURS OF

CONFIRMATION FROM THE CONTRACTING OFFICER CONFIRMING THE OBSTRUCTION IS

WITHIN DENSE GLACIAL DEPOSITS. RESULTS OF THE CAPWAP ANALYSIS WILL BE COMPARED

VERSUS THE REQUIRED ULTIMATE VERTICAL CAPACITY OF THE SPECIFIC PILE ENCOUNTERING

THE OBSTRUCTION. IF IT IS DETERMINED THAT THE PILE WAS DAMAGED DURING

INSTALLATION, THE CONTRACTOR MUST REMOVE AND REPLACE THE PILE AT NO ADDITIONAL

COST TO THE GOVERNMENT. IF THE PILE HAS NOT BEEN DAMAGED, IS OF SUITABLE DEPTH,

AND HAS ACHIEVED THE REQUIRED ULTIMATE VERTICAL CAPACITY, THE PILE WOULD BE

CONSIDERED ACCEPTABLE.

13.3. IF THE DRIVEN STEEL PIPE PILE ENCOUNTERS AN OBSTRUCTION BELOW MINIMUM PILE TIP

ELEVATION FOR LATERAL FIXITY, BUT THE REQUIRED ULTIMATE VERTICAL CAPACITY IS NOT

ACHIEVED (AS DETERMINED THROUGH INITIAL PDA TESTING), POSSIBLE CONTRACTOR

OPTIONS TO MITIGATE THE OBSTRUCTION INCLUDE, BUT ARE NOT LIMITED TO:

13.3.a. RE-STRIKE THE PILE AND PERFORM FURTHER PDA TESTING (WITH CAPWAP ANALYSIS)

TO DETERMINE IF THE PILE IS ABLE TO ACHIEVE THE REQUIRED ULTIMATE VERTICAL

CAPACITY THROUGH SETUP OF THE UNDERLYING SOILS.

13.3.b. PERFORM FURTHER PDA TESTING (WITH CAPWAP ANALYSIS) TO DETERMINE THE

ULTIMATE VERTICAL CAPACITY OF BOTH THE PILE ENCOUNTERING AN OBSTRUCTION

AND THE TWO (2) ADJACENT PILES IN THE BENT CAP. THE CONTRACTING OFFICER

WILL UTILIZE THIS INFORMATION TO DETERMINE IF THE BENT CAP CAN STRUCTURALLY

ACCOMMODATE A LOWER CAPACITY PILE AT THE OBSTRUCTION LOCATION.

13.4.b. PROBE THE LIMITS OF THE OBSTRUCTION TO DETERMINE IF THE STEEL PIPE PILE CAN

BE PULLED, OFFSET ALONG THE LONGITUDINAL AXIS OF THE CAST-IN-PLACE

CONCRETE BEAM, AND RE-DRIVEN TO THE ESTIMATED PILE TIP ELEVATION AND

REQUIRED ULTIMATE VERTICAL CAPACITY. THE CONTRACTING OFFICER WILL UTILIZE

THE REQUIRED OFFSET INFORMATION TO DETERMINE IF THE BENT CAP, BEAM, AND

PILES CAN ACCOMMODATE RELOCATION TO AVOID THE OBSTRUCTION. NOTE THAT

THIS OPTION WILL REQUIRE MODIFICATIONS TO THE BEAM WIDTH IN ORDER TO FULLY

ENCAPSULATE THE 36"Ø STEEL PIPE PILE WITHIN THE BEAM WHILE MAINTAINING 6”

CLEAR FROM THE EDGE OF PILE TO EDGE OF BEAM. AT THE CONTRACTOR'S OPTION,

THE PILE ENCOUNTERING THE OBSTRUCTION MAY BE ABANDONED IN PLACE AND A

NEW STEEL PIPE PILE INSTALLED AT THE REQUIRED OFFSET LOCATION AT NO

ADDITIONAL COST TO THE GOVERNMENT.

13.4.c. PROBE THE LIMITS OF THE OBSTRUCTION TO DETERMINE IF THE STEEL PIPE PILE CAN

BE PULLED AND RE-DRIVEN AT A SLIGHT BATTER (NOT MORE THAN 1” PER FOOT) TO

AVOID THE OBSTRUCTION. PILES MUST BE BATTERED PERPENDICULAR TO THE

LONGITUDINAL AXIS OF THE BENT CAP AND RE-DRIVEN TO THE ESTIMATED PILE TIP

ELEVATION AND REQUIRED ULTIMATE VERTICAL CAPACITY.

13.4.d. USE A DTH HAMMER TO DRILL THROUGH THE OBSTRUCTION AND ATTEMPT TO RE-

DRIVE THE PILE THROUGH THE OBSTRUCTION TO THE ESTIMATED PILE TIP ELEVATION

AND REQUIRED ULTIMATE VERTICAL CAPACITY.

FOUNDATION NOTES - STEEL PIPE PILES CONT

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A

TL

A N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L

K V

A

AS NOTED

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

/1

/2

:4 :4

P

M

A u to d e s k D o c s /2

U

S C

G O

C R

H o m e p o rt

In iti a ti v e O

P C

P ie r_

/P

IE

R

U S

C G

-1

-S

.r v t

S-003

U S

C G

O C

R H

O M

E P

O R

T

IN

IT

IA

T

IV

E O

P C

P

IE

R

S

TR

U C

TU

R

A L

G E

N E

R A

L N

O

TE

S

S H

E E

T

O F

MJF

12936621

JZ AEP

Frank Cole USCG MASI

MRI/CWJ

1826479

N E

W P

O R

T , R

I N

A V

A L

S T

A T

IO

N

N E

W P

O R

T

JWJ

NEK

HPN

C I

C O

R E

H

A M

P T

O N

R O

A D

S

S -0

06 FEB 2026

A

M E

N D

M E

N T

/1

/2

V M

G

A

M E

N D

M E

N T

/2

/2

V M

G

A

M E

N D

M E

N T

/1

/2

V M

G

29303132333435363738394041

TOP OF PIER DECK

EL 13.00'

▽ MHW EL 1.62

▽ MLLW EL -2.12

LIFE RING, TYP

EMERGENCY LADDER, TYP

16" X 0.5" THK STL PIPE

FENDER PILE, TYP

FFF, TYP

OUTBOARD SUBSTATION

125-TON MOORING

BOLLARD, TYP

36" DIA CONC-FILLED

STL PIPE PILE, TYP

M A

T C

H L

IN

E

S E

E A

S -2

CIP CONC

BEAM

EL 18.00'

RAISED UTIL

TRENCH CURB

APPROX MUDLINE.

SEE NOTE 1

25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 21' - 6" 21' - 6" 11' - 0" 25' - 0"

OPTION 1

SEE NOTE 1

SEE NOTE 1

1. SEE S-601 AND S-602 FOR SUBSURFACE AND PILE TIP ELEVATIONS.

SUBSURFACE INFORMATION IS APPROXIMATE BASED ON LIMITED

GEOTECHNICAL DATA.

2. SEE ATTACHMENT A IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION

FOR EXISTING CONDITIONS.

GENERAL SHEET NOTES:

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A

TL

A N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L

K V

A

AS NOTED

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

/1

/2

:4 :4

P

M

A u to d e s k D o c s /2

U

S C

G O

C R

H o m e p o rt

In iti a ti v e O

P C

P ie r_

/P

IE

R

U S

C G

-1

-S

.r v t

S-201

U S

C G

O C

R H

O M

E P

O R

T

IN

IT

IA

T

IV

E O

P C

P

IE

R

P

IE

R S

O U

TH

E

R N

E

LE

V A

TI

O

N

S H

E E

T

O F

MJF

12936675

JZ SA

Frank Cole USCG MASI

MRI/CWJ

1826479

N E

W P

O R

T , R

I N

A V

A L

S T

A T

IO

N

N E

W P

O R

T

JWJ

NEK

HPN

C I

C O

R E

H

A M

P T

O N

R O

A D

S

S -2

06 FEB 2026

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

A2

PIER ELEVATION BENT 43 TO BENT 29 - SOUTH

1/16" = 1' - 0" 0 5' 10' 20' 30' 60'

A

M E

N D

M E

N T

/2

/2

V M

G

A

M E

N D

M E

N T

/1

/2

V M

G

1516171819202122232425262728

EL 13.00'

▽ MHW EL 1.62

▽ MLLW EL -2.12

FFF, TYP125-TON MOORING

BOLLARD, TYP

36" DIA CONC-FILLED

STL PIPE PILE,TYP

M A

T C

H L

IN

E

S E

E A

S -2

EMERGENCY

LADDER, TYP

M A

T C

H L

IN

E

S E

E A

S -2

16" X 0.5" THK STL PIPE

FENDER PILE, TYP

CIP CONC

BEAM

APPROX MUDLINE.

SEE NOTE 1

25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 11' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0"

LIFE RING,

TYP

SEWER PIPE

SUPPORT,

TYP

SEE NOTE 1

SEE NOTE 1

1. SEE S-601 AND S-602 FOR SUBSURFACE AND PILE TIP ELEVATIONS.

SUBSURFACE INFORMATION IS APPROXIMATE BASED ON LIMITED

GEOTECHNICAL DATA.

2. SEE ATTACHMENT A IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION

FOR EXISTING CONDITIONS.

GENERAL SHEET NOTES:

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A

TL

A N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L

K V

A

AS NOTED

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

/1

/2

:4 :4

P

M

A u to d e s k D o c s /2

U

S C

G O

C R

H o m e p o rt

In iti a ti v e O

P C

P ie r_

/P

IE

R

U S

C G

-1

-S

.r v t

S-202

U S

C G

O C

R H

O M

E P

O R

T

IN

IT

IA

T

IV

E O

P C

P

IE

R

P

IE

R S

O U

TH

E

R N

E

LE

V A

TI

O

N

S H

E E

T

O F

MJF

12936676

JZ SA

Frank Cole USCG MASI

MRI/CWJ

1826479

N E

W P

O R

T , R

I N

A V

A L

S T

A T

IO

N

N E

W P

O R

T

JWJ

NEK

HPN

C I

C O

R E

H

A M

P T

O N

R O

A D

S

S -2

06 FEB 2026

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

A2

PIER ELEVATION BENT 29 TO BENT 15 - SOUTH

1/16" = 1' - 0" 0 5' 10' 20' 30' 60'

A

M E

N D

M E

N T

/2

/2

V M

G

A

M E

N D

M E

N T

/1

/2

V M

G

34567891011121314

EL 13.00'

▽MHW EL 1.62

▽MLLW EL -2.12

INBOARD

SUBSTATION

LIFE RING, TYP

EMERGENCY

LADDER, TYP

16" X 0.5" THK STL PIPE

FENDER PILE, TYP

FFF, TYP

125-TON MOORING

BOLLARD, TYP

36" DIA CONC-FILLED

STL PIPE PILE, TYP

M A

T C

H L

IN

E

S E

E A

S -2

30" DIA 3/4" THK

CONC-FILLED

STL PIPE PILE,

TYP

EXIST PZ35 PILE W/

TIP EL -29.00 ±

RAISED UTIL

TRENCH CURB

CIP CONC

BEAM

TOP OF EXIST CAP

CHANNEL, EL 11.0 ±

APPROX MUDLINE.

SEE NOTE 1

SLOPE 6.7%

25' - 0" 25' - 0" 25' - 0" 11' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 21' - 6" 25' - 0" 25' - 0" 15' - 6" 18' - 0"

EXIST CONC DM W/

BATTER PILES

EXIST PZ32

SHT PILE

MANHOLE,

TYP

SEWER PIPE

SUPPORT,

TYP

SEE S-601 FOR

ESTIMATED HWR

EL AT LANDSIDE

SEE NOTE 1

SEE NOTE 1

1. SEE S-601 AND S-602 FOR SUBSURFACE AND PILE TIP ELEVATIONS.

SUBSURFACE INFORMATION IS APPROXIMATE BASED ON LIMITED

GEOTECHNICAL DATA.

2. SEE ATTACHMENT A IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION

FOR EXISTING CONDITIONS.

3. BASE STEEL FRAMING FOR AC ENCLOSURE NOT SHOWN FOR CLARITY.

4. SEE NOTE 5 ON S-109 FOR PILE CONSTRUCTION WITHIN EXISTING RIPRAP.

5. SEE DRAINAGE DRAWINGS S-137 AND S-138 FOR LONGITUDINAL SLOPE,

TYPICAL.

GENERAL SHEET NOTES:

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A

TL

A N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L

K V

A

AS NOTED

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

/1

/2

:4 :4

P

M

A u to d e s k D o c s /2

U

S C

G O

C R

H o m e p o rt

In iti a ti v e O

P C

P ie r_

/P

IE

R

U S

C G

-1

-S

.r v t

S-203

U S

C G

O C

R H

O M

E P

O R

T

IN

IT

IA

T

IV

E O

P C

P

IE

R

P

IE

R S

O U

TH

E

R N

E

LE

V A

TI

O

N

S H

E E

T

O F

MJF

12936677

JZ SA

Frank Cole USCG MASI

MRI/CWJ

1826479

N E

W P

O R

T , R

I N

A V

A L

S T

A T

IO

N

N E

W P

O R

T

JWJ

NEK

HPN

C I

C O

R E

H

A M

P T

O N

R O

A D

S

S -2

06 FEB 2026

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

A2

PIER ELEVATION BENT 14 TO BENT 0 - SOUTH

A

M E

N D

M E

N T

/2

/2

V M

G

A

M E

N D

M E

N T

/1

/2

V M

G

29 30 31 32 33 34 35 36 37 38 39 40 41

EL 13.00'

42 43

▽MHW EL 1.62

▽MLLW EL -2.12

M A

T C

H L

IN

E

S E

E A

S -2

16" X 0.5" THK STL PIPE

FENDER PILE, TYP

APPROX MUDLINE.

SEE NOTE 1

RAISED UTILITY

TRENCH CURB

LIFE RING,

TYP

125-TON MOORING

BOLLARD, TYP

FFF, TYP OUTBOARD

SUBSTATION

EMERGENCY

LADDER

25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"21' - 6"21' - 6"11' - 0"25' - 0"

36" DIA CONC-FILLED

STL PIPE PILE, TYP

HIGH-MAST

LIGHT POLE, TYP

OPTION 1

SEE NOTE 1

SEE NOTE 1

1. SEE S-601 AND S-602 FOR SUBSURFACE AND PILE TIP ELEVATIONS.

SUBSURFACE INFORMATION IS APPROXIMATE BASED ON LIMITED

GEOTECHNICAL DATA.

2. SEE ATTACHMENT A IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION

FOR EXISTING CONDITIONS.

GENERAL SHEET NOTES:

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A

TL

A N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L

K V

A

AS NOTED

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

/1

/2

:4 :4

P

M

A u to d e s k D o c s /2

U

S C

G O

C R

H o m e p o rt

In iti a ti v e O

P C

P ie r_

/P

IE

R

U S

C G

-1

-S

.r v t

S-204

U S

C G

O C

R H

O M

E P

O R

T

IN

IT

IA

T

IV

E O

P C

P

IE

R

P

IE

R N

O R

TH

E

R N

E

LE

V A

TI

O

N

S H

E E

T

O F

MJF

12936678

JZ SA

Frank Cole USCG MASI

MRI/CWJ

1826479

N E

W P

O R

T , R

I N

A V

A L

S T

A T

IO

N

N E

W P

O R

T

JWJ

NEK

HPN

C I

C O

R E

H

A M

P T

O N

R O

A D

S

S -2

06 FEB 2026

1/16" = 1' - 0" 0 5' 10' 20' 30' 60'

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

A2

PIER ELEVATION BENT 29 TO BENT 43 - NORTH

A

M E

N D

M E

N T

/2

/2

V M

G

A

M E

N D

M E

N T

/1

/2

V M

G

15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

EL 13.00'

▽MHW EL 1.62

▽MLLW EL -2.12

M A

T C

H L

IN

E

S E

E A

S -2

16" X 0.5" THK STL PIPE

FENDER PILE, TYP

APPROX MUDLINE.

SEE NOTE 1

125-TON MOORING

BOLLARD, TYP

FFF, TYP EMERGENCY

LADDER

36" DIA CONC-FILLED

STL PIPE PILE, TYP

25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0" 25' - 0"

LIFE RING,

TYP

SEWER PIPE

SUPPORT,

TYP

SEE NOTE 1

SEE NOTE 1

1. SEE S-601 AND S-602 FOR SUBSURFACE AND PILE TIP ELEVATIONS.

SUBSURFACE INFORMATION IS APPROXIMATE BASED ON LIMITED

GEOTECHNICAL DATA.

2. SEE ATTACHMENT A IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION

FOR EXISTING CONDITIONS.

GENERAL SHEET NOTES:

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A

TL

A N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L

K V

A

AS NOTED

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

/1

/2

:4 :5

P

M

A u to d e s k D o c s /2

U

S C

G O

C R

H o m e p o rt

In iti a ti v e O

P C

P ie r_

/P

IE

R

U S

C G

-1

-S

.r v t

S-205

U S

C G

O C

R H

O M

E P

O R

T

IN

IT

IA

T

IV

E O

P C

P

IE

R

P

IE

R N

O R

TH

E

R N

E

LE

V A

TI

O

N

S H

E E

T

O F

MJF

12936679

JZ SA

Frank Cole USCG MASI

MRI/CWJ

1826479

N E

W P

O R

T , R

I N

A V

A L

S T

A T

IO

N

N E

W P

O R

T

JWJ

NEK

HPN

C I

C O

R E

H

A M

P T

O N

R O

A D

S

S -2

06 FEB 2026

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

A2

PIER ELEVATION BENT 15 TO BENT 29 - NORTH

1/16" = 1' - 0" 0 5' 10' 20' 30' 60'

A

M E

N D

M E

N T

/2

/2

V M

G

A

M E

N D

M E

N T

/1

/2

V M

G

3 4 5 6 7 8 9 10 11 12 13 14

EL 13.00'

▽ MHW EL 1.62

▽ MLLW EL -2.12

0 1 2

EXIST PZ32 PILE

16" X 0.5" THK STL PIPE

FENDER PILE, TYP

FFF, TYP 125-TON MOORING

BOLLARD, TYP

36" DIA CONC-FILLED

STL PIPE PILE, TYP

INBOARD SUBSTATION

M A

T C

H L

IN

E

S E

E A

S -2

30" DIA 3/4" THK

CONC-FILLED

STL PIPE PILE,

TYP

EXIST PZ35 PILE

W/ TIP EL -29.00 +/-

RAISED UTILITY

TRENCH CURB

CIP CONC

BEAM

MANHOLE,

TYP

APPROACH SLAB

APPROX MUDLINE.

SEE NOTE 1

SLOPE 6.7%

25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"21' - 6"25' - 0"25' - 0"15' - 6"18' - 0"

EXIST CONC DM

W/ BATTER PILES

25' - 0"

SEWER PIPE

SUPPORT, TYP

SEE NOTE 1

SEE NOTE 1

1. SEE S-601 AND S-602 FOR SUBSURFACE AND PILE TIP ELEVATIONS.

SUBSURFACE INFORMATION IS APPROXIMATE BASED ON LIMITED

GEOTECHNICAL DATA.

2. SEE ATTACHMENT A IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION

FOR EXISTING CONDITIONS.

3. BASE STEEL FRAMING FOR AC ENCLOSURE NOT SHOWN FOR CLARITY.

4. SEE NOTE 5 ON S-109 FOR PILE CONSTRUCTION WITHIN EXISTING RIPRAP.

5. SEE DRAINAGE DRAWINGS S-137 AND S-138 FOR LONGITUDINAL SLOPE,

TYPICAL.

GENERAL SHEET NOTES:

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A

TL

A N

T

IC

N A

V A

L S

T A

T

IO

N

N O

R F

O L

K V

A

AS NOTED

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

/1

/2

:4 :5

P

M

A u to d e s k D o c s /2

U

S C

G O

C R

H o m e p o rt

In iti a ti v e O

P C

P ie r_

/P

IE

R

U S

C G

-1

-S

.r v t

S-206

U S

C G

O C

R H

O M

E P

O R

T

IN

IT

IA

T

IV

E O

P C

P

IE

R

P

IE

R N

O R

TH

E

R N

E

LE

V A

TI

O

N

S H

E E

T

O F

MJF

12936680

JZ SA

Frank Cole USCG MASI

MRI/CWJ

1826479

N E

W P

O R

T , R

I N

A V

A L

S T

A T

IO

N

N E

W P

O R

T

JWJ

NEK

HPN

C I

C O

R E

H

A M

P T

O N

R O

A D

S

S -2

06 FEB 2026

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

A2

PIER ELEVATION BENT 0 TO BENT 14 - NORTH

1/16" = 1' - 0" 0 5' 10' 20' 30' 60'

A

M E

N D

M E

N T

/2

/2

V M

G

A

M E

N D

M E

N T

/1

/2

V M

G

2026-08-13T11:20:27-0400

2026-08-13T11:20:27-0400

2026-08-13T11:20:28-0400

2026-08-13T11:20:28-0400

2026-08-13T11:20:28-0400

2026-08-13T11:20:29-0400

2026-08-13T11:20:29-0400