Attachment S - Pier 1 - Amendment 003 Drawings.pdf

DIAGRAM OF DATUM PLANE

ARED

25, 2015, MLLW 0.00

MLW 0.15

NAVD 88 2.12

MHW 3.74

AHT (10/18/24) 5.15

MLLW DATUM

-2.12 MLLW

-1.97 MLW

0.00 NAVD 88

1.62 MHW

3.03 AHT (10/18/24)

NAVD 88 DATUM

OFFSETS TAKEN FROM VDATUM ONLINE ON 01/03/2024

FOR 41.526916N, -71.316377W

1.86 MHHW MHHW 3.98

ALT (2/11/20) -0.86 -2.98 ALT (2/11/20)

-1.241 MLLW

-1.091 MLW

0.879 NAVD 88

2.499 MHW

3.909 AHT (10/18/24)

NGVD 29 DATUM

2.739 MHHW

-2.101 ALT (2/11/20)

FEMA ZONE VE

(EL16 NAVD88) 18.12

FEMA ZONE VE

16.879 (EL16 NAVD88)

FEMA ZONE VE

16.00 (EL16 NAVD88)

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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HPN

1826479

NEK

Approved by Frank Cole USGC MASI

06 FEB 2026

@ AT

ABND, AB ABANDONED

AGG AGGREGATE

APPROX APPROXIMATE

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

BLDG BUILDING

BC BARE COPPER

BM BENCHMARK

BOT BOTTOM

BVC BEGIN VERTICAL CURVE

BW BACK OF WALL

BP BEGIN POINT

CA COMPRESSED AIR

CB CATCH BASIN

CI CAST IRON

CLF CHAIN LINK FENCE

CONC CONCRETE

DIA DIAMETER

DI, DIP DUCTILE IRON PIPE

DMH DRAIN MANHOLE

E EASTING

ELEV (EL) ELEVATION

EXIST, EX EXISTING

FG FINISH GRADE

FM FORCE MAIN

FT FEET

FW FRESH WATER

GALV GALVANIZED

H OR HORIZ HORIZONTAL

HP HIGH POINT

HPA HIGH PRESSURE AIR

HPW HIGH PRESSURE WATER

INV INVERT

L LENGTH

LF LINEAR FEET

MHHW MEAN HIGHER HIGH WATER

MIN MINIMUM

N NORTHING

N/A NOT APPLICABLE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

RC REINFORCED CONCRETE

RCP REINFORCED CONCRETE PIPE

SMH SANITARY MANHOLE

SSFM SANITARY SEWER FORCE MAIN

C CIVIL

CD CIVIL DEMOLITION

SSWR GRAVITY SANITARY SEWER

TBM TEMPORARY BENCH MARK

TR TOP OF RIM

TF TOP OF FRAME

TYP TYPICAL

UNK UNKNOWN

UNO UNLESS NOTED OTHERWISE

V OR VERT VERTICAL

VSP VERTICAL SEWER PIPE

W WIDTH

W/ WITH

1. THE LOCATIONS SHOWN FOR EXISTING UNDERGROUND UTILITIES AND ABOVE GROUND

FEATURES ARE BASED ON AVAILABLE BASE UTILITY PLANS AND MUST BE CONSIDERED

APPROXIMATE. CONTRACTOR MUST FIELD LOCATE ALL UNDERGROUND UTILITIES THROUGH

THE USE OF A QUALIFIED UNDERGROUND UTILITY LOCATION SERVICE PRIOR TO ANY

EXCAVATION. UTILITIES LOCATED MUST BE INDICATED ON THE "AS-BUILT" DRAWINGS. NOTIFY

THE CONTRACTING OFFICER 72 HOURS PRIOR TO COMMENCING DEMOLITION, EXCAVATION,

OR CONSTRUCTION.

2. WATERFRONT UTILITY OPERATIONS MUST REMAIN ACTIVE THROUGHOUT THE WORK OF THE

PROJECT. PROTECT EXISTING UTILITIES TO MAINTAIN UNINTERRUPTED SERVICE. ANY

DAMAGE INCURRED MUST BE REPAIRED IMMEDIATELY TO THE SATISFACTION OF THE

CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE. NOTIFY THE CONTRACTING

OFFICER , NAVSTA NEWPORT, PORT OPS, AND NUWC A MINIMUM OF 15 DAYS IN ADVANCE OF

ANY UTILITY OUTAGES OR ROAD CLOSURES.

3. ALL VALVES, FITTINGS, MANHOLES, ETC. HAVE BEEN LOCATED IN PLAN AND DIMENSIONS

SHOWN MUST BE STRICTLY ADHERED TO UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER. PROFILE STATIONING MUST BE ADJUSTED AS REQUIRED TO

CONFORM TO PLAN DIMENSIONS.

4. EXISTING TOPOGRAPHY AND PHYSICAL FEATURES SHOWN ARE BASED ON SURVEYS

PERFORMED IN DECEMBER 2023 THROUGH JULY 2024 BY LOUREIRO ENGINEERING, GROTON,

CONNECTICUT UNLESS OTHERWISE NOTED. VERTICAL CONTROL IS BASED ON THE NORTH

AMERICAN VERTICAL DATUM 1988 (NAVD88). HORIZONTAL CONTROL IS BASED ON THE

RHODE ISLAND STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM 1983 (NAD83).

CONTACT THE CONTRACTING OFFICER FOR ADDITIONAL MONUMENT AND BENCHMARKS

LOCATED IN THE VICINITY OF PIER 1. ADDITIONAL AS-BUILT INFORMATION, PLANNED

IMPROVEMENTS, AND MISCELLANEOUS INFORMATION RELATED TO ADJACENT BULKHEAD

IMPROVEMENTS HAS BEEN USED TO SUPPLEMENT THE TOPOGRAPHIC SURVEY BOTH WITHIN

AND OUTSIDE OF AREAS NOT ACCESSIBLE DURING LOUREIRO ENGINEERING'S SURVEY FIELD

WORK.

5. THE 100 YEAR BASE FLOOD ELEVATION ZONE AE EQUALS 14 FT. AND ZONE VE EQUALS 16 FT.

ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

SEE FEMA FLOOD MAP 44005C0089 AND 4405C0093, BOTH DATED 09/04/2013.

6. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN ACCORDANCE WITH THE

LATEST VERSION OF, RHODE ISLAND SOIL EROSION AND SEDIMENT CONTROL HANDBOOK.

7. NEW UTILITY STAKEOUT DIMENSIONS ARE TO CENTERLINE OF STRUCTURE AND CENTERLINE

OF PIPE, UNLESS INDICATED OTHERWISE.

8. ADJUST SEWER, DRAINAGE, AND ELECTRICAL FRAMES AND COVERS TO MATCH FINISH

GRADE. REMOVE EXISTING FRAMES AND COVERS AND PROVIDE NEW FRAMES AND COVERS

WHEN DAMAGED DURING THE COURSE OF WORK, AT NO ADDITIONAL COST TO THE

GOVERNMENT.

9. SURVEY UTILITY MANHOLES, STRUCTURES, GATE VALVES, VALVE BOXES AND OTHER

SURFACE FEATURES PRIOR TO PAVING AND VERIFY TO THE CONTRACTING OFFICER THAT

THESE FEATURES ARE ACCESSIBLE AFTER FINAL PAVING HAS BEEN COMPLETED.

10. ADJUST ITEMS NOTED IN NOTE 9 ABOVE TO FINISH GRADE. REMOVE EXISTING GATE VALVE

BOXES AND CURB STOP BOXES AND PROVIDE NEW GATE VALVE BOXES WHEN DAMAGED

DURING THE COURSE OF WORK, AT NO ADDITIONAL COST TO THE GOVERNMENT.

11. DIG TEST PITS (300 CY) TO DETERMINE THE LOCATION AND ELEVATIONS OF EXISTING PIPING

AND CONDUIT AT ALL CONNECTION POINTS PRIOR TO LAYING PIPE OR CONDUIT, IF

NECESSARY, THE ELEVATIONS FOR NEW PIPING MUST BE ADJUSTED AS DIRECTED BY THE

CONTRACTING OFFICER. PERFORM ADDITIONAL TEST PITS TO DETERMINE EXISTING UTILITY

ELEVATIONS AT CROSSING PER THE DIRECTION OF THE CONTRACTING OFFICER.

12. CONTRACTOR MUST COORDINATE WITH ALL OTHER DISCIPLINES AND FIELD VERIFY ALL

DIMENSIONS AND CONDITIONS FOR FIT-UP OF NEW WORK PRIOR TO ORDERING MATERIAL

AND FABRICATION.

BUILDING

CONCRETE PAVEMENT/PAD

BITUMINOUS CONCRETE PAVING

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

COMPRESSED AIR

FRESH WATER (FW)

STORM DRAIN

SANITARY SEWER

SANITARY FORCE MAIN

UNDERGROUND ELECTRIC DUCTBANK

UNDERGROUND COMMUNICATIONS DUCTBANK

CHAINLINK FENCE

SPOT ELEVATION

GATE VALVE

POST INDICATOR VALVE

FIRE HYDRANT

REDUCED PRESSURE BACKFLOW PREVENTER (RPBFP)

PIV

FIRE DEPARTMENT CONNECTION (FDC)

STEEL RAZOR WIRE

NEW WORK KEY NOTE NUMBER

SAWCUT, REMOVE AND DISPOSE EXISTING

BITUMINOUS CONCRETE PAVEMENT

REMOVE AND DISPOSE OF UTILITY

CONCRETE FILLED GUARD POST

CONCRETE THRUST BLOCK

MHHW EL 1.86

MHW EL 1.62

MLW EL -1.97

MLLW EL -2.12

NOTES-

1. TIDAL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM (NAVD88) AT EL.

0.00.

2. LOCAL OBSERVED TIDAL ELEVATIONS HAVE HISTORICALLY BEEN HIGHER THAN NOTED

ABOVE.

13. ELEVATION CONTOURS, SPOT GRADES, INVERTS AND DIMENSIONS ON CIVIL DRAWINGS

ARE IN DECIMAL FEET UNLESS NOTED OTHERWISE.

14. WORK FROM GIVEN DIMENSIONS AND LARGE SCALE DETAILS ONLY. DO NOT SCALE

DRAWINGS.

15. EXERCISE CARE TO PROTECT EXISTING BENCHMARKS, SYSTEMS, AND SURFACES TO

REMAIN. ALL DAMAGED SYSTEMS AND SURFACES MUST BE REPAIRED OR REPLACED AS

APPROVED BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE

GOVERNMENT.

16. REPORT ALL SPILLS AND LEAKS OF OIL OR OTHER HAZARDOUS SUBSTANCES (IE OIL,

ANTIFREEZE, CHEMICALS, ETC.) OCCURRING DURING THE PERFORMANCE OF THIS

CONTRACT IMMEDIATELY UPON DISCOVERY, REGARDLESS OF THE QUANTITY. CALL THE

BASE FIRE DEPARTMENT TO REPORT THE SPILL. THE GOVERNMENT RESERVES THE

RIGHT TO CLEAN UP, PACKAGE AND DISPOSE OF CONTRACTOR SPILLS OCCURRING ON

THE BASE, AND BILL SUCH COSTS TO THE CONTRACTOR.

17. HAZARDOUS MATERIALS SUMMARY REPORT IDENTIFIES LOCATIONS OF ANTICIPATED

CONTAMINANTS. NOTIFY CONTRACTING OFFICER AND STOP WORK IMMEDIATELY IF

HAZARDOUS MATERIAL SUCH AS PCB, LEAD PAINT, AND FRIABLE AND NON-FRIABLE

ASBESTOS AND ANY OTHER MATERIAL THAT MAY BE HAZARDOUS TO HUMAN HEALTH IS

ENCOUNTERED DURING CONSTRUCTION OPERATIONS.

18. SEE DRAWING G-101 FOR LOCATIONS OF KNOWN CONTAMINATION AND LAND USE

CONTROL LIMITS. REFER TO PROJECT SPECIFICATIONS FOR PROCEDURES REGARDING

THE HANDLING OF CONTROLLED MATERIALS AND GROUNDWATER.

LEGEND CIVIL ABBREVIATIONS: GENERAL NOTES: GENERAL NOTES CONT:

TIDAL ELEVATIONS:

DRAWING NUMBER ABBREVIATIONS:

EXISTING NEW DESCRIPTION

REMOVE AND DISPOSE OF TOPSOIL, LAWN, AND

LANDSCAPE PLANTINGS

REMOVE AND DISPOSE OF CONCRETE SLAB

REMOVE AND DISPOSE OF BITUMINOUS CURB

REMOVE AND DISPOSE OF GRAVEL SURFACE

CONCRETE SURFACE / PERMANENT TRENCH REPAIR FOR

CONCRETE PAVEMENT

CONCRETE PAD REMOVAL / CONCRETE SURFACE

REMOVAL / CONCRETE PAVEMENT REMOVAL

SEDIMENTATION CONTROL SYSTEM AT

CATCH BASIN / DRAIN

12936603

TRENCH REPAIR WORK IN LAWN

1. THE CONTRACTOR IS REQUIRED TO SUBMIT AND OBTAIN A "PHYSICAL ALTERATION

PERMIT" FROM RIDOT PRIOR TO ANY WORK WITHIN RIDOT RIGHT-OF-WAY OR TO ANY

RIDOT INFRASTRUCTURE.

2. THE CONTRACTOR MUST ADDITIONALLY COORDINATE ALL WORK IMPACTING THE

RAILROAD FACILITIES WITH THE "OLD COLONY TRAIN" AND THE "NEWPORT DINNER TRAIN"

PRIOR TO ANY WORK.

CONTACT: RIDOT MAINTENANCE DIVISION (401) 734-4835; AND DAN CARLIN, OLD COLONY

TRAIN RAILROAD OPERATIONS; (401) 200-5142

RIDOT AND RAILROAD COORDINATION NOTES:

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Charles Goodridge Rectangle

Charles Goodridge

8"

EQ

.E

Q.

FLOAT OR BROOM FINISH 4000 PSI

CONCRETE

W/ WWF

4x4 W4 x W4

3/8" CRUSHED

STONE BASE

COMPACTED

SUB-GRADE

1/ 2"

DE

PT

H

EXPANSION JOINT

6"

CONTROL JOINT

6"

CUT BACK FILLER

1/2" BELOW SURFACES

1/2" MAX. WIDTH

EASE EDGES

OF SLAB

NOTES:

1. NO REINFORCING MUST PASS

THROUGH EXPANSION JOINTS

EXCEPT FOR REBAR AS SHOWN.

REBAR MUST BE PLACED 48"

APART MAXIMUM.

2. EXPANSION JOINTS TO BE

LOCATED AS SHOWN ON THE

PLANS.

3. LOCATE CONTROL JOINTS

5'-0" O.C. MAX. OR AS DIRECTED

ON PLANS.

1/4" MAX.

WIDTH

SEALANT

#4 REBAR W/ P.V.C. SLEEVE

AT ONE END (SEE NOTE 1

& SPECIFICATIONS)

ASPHALTIC JOINT

MATERIAL

TEE

PLUG

NOT TO SCALE

BEND

L

L LL

NOTE:

1. SEE TABLE 1&2 FOR REQUIRED RESTRAINED PIPE LENGTHS.

2. ALL MJ FITTINGS MUST BE CONNECTED WITH A WEDGE ACTION

RESTRAINING GLAND

1'-0"

B

B

45.0°

C

.0°

45.0° 5'

CO

VE

R

MI

N.

CONCRETE THRUST BLOCK (SF)

B x C = BEARING AREA (SF)

UPON UNDISTURBED SOIL OR

COMPACTED BACKFILL

NOTE:

1. SEE TABLE 3&4 FOR REQUIRED THRUST

BLOCK BEARING AREA.

WATER MAIN ROADWAY

SURFACE

OUTLINE

OF TEE

BRANCH

PIPELINE THRUST RESTRAINT DETAIL/SCHEDULE

RESTRAINED PIPE LENGTHS (L) (FT. - EITHER SIDE OF FITTING)

(HORIZ. BEND/VERT. DOWN BEND)

DESIGN/TEST PRESSURE = 150 PSI

6" 17'/60' 7'/25' 4'/12' 3'/6'

44'/44'

10" 26'/96' 11'/40' 6'/19' 3'/10' 71'/71'

12" 31'/114' 13'/47' 7'/23' 3'/12' 84'/84'

8" 22/80' 9'/33' 5'/16' 3'/8'

59'/59'

BEND

90° 45°

22.5° 11.25°

TEE/PLUG

TABLE 1

PIPELINE THRUST RESTRAINT DETAIL/SCHEDULE

RESTRAINED PIPE LENGTHS (L) (FT. - EITHER SIDE OF FITTING)

(HORIZ. BEND/VERT. DOWN BEND)

DESIGN/TEST PRESSURE = 210 PSI

BEND

90° 45°

22.5° 11.25°

TEE/PLUG

TABLE 2

6" 23'/84' 10'/35' 5'/17' 6'/9'

62'/62'

10" 36'/134' 15'/56' 8'/27' 4'/14' 99'/99'

12" 43'/159' 18'/66' 9'/32' 5'/16'

117'/117'

8" 30/111' 13'/46' 6'/23' 3'/11' 82'/82'

PIPELINE THRUST RESTRAINT DETAIL/SCHEDULE

DESIGN/TEST PRESSURE = 210 PSI

CONCRETE THRUST BLOCK - REQUIRED BEARING AREAS (SF)

ASSUMED SOIL BEARING CAPACITY = 2,000 PSF

BEND

90° 45°

22.5° 11.25°

PLUG/TEE

6" 6.5 3.5 2.0 1.0 4.5

10" 17.5 9.5 5.0 2.5

12.5

12" 25.5 14.0 7.0 3.5 18.0

8" 11.5 6.0 3.5 2.0 8.0

TABLE 4

RAKED AND SEEDED

EXIST AND FINISH GRADE

DISCED SUBGRADE

COMPACTED

SUBGRADE

6" MIN. LOAM

NOTES:

1. ALL DISTURBED AREAS MUST FOLLOW THE SOIL

MANAGEMENT PLAN OR LCU DOCUMENT

WARNING:

CRIMINAL PENALTIES.

MAY BE SUBJECT TO CIVIL OR

DO NOT PLACE GASOLINE

OR OTHER PETROLEUM PRODUCTS INTO

THIS MANHOLE OR WELL. VIOLATORS

MONITORING /

OBSERVATION

DO NOT FILL

4A

O W

2" 104AO

W 12"

WELL

OBSERVATION

WELL TYPICAL

WHERE SHOWN

ON PLANS

MONITORING WELL

CONC. APRON

2'-4" 1'-5"

2' LOCKABLE MONITORING CAP

2" CONCRETE GROUT POURED

TO WALLS OF MANHOLE

12" OF BENTONITE OR FINE

SAND TO BE USED AS SEALANT

MONITORING WELL MANHOLE

AASHTO HS-20 WHEEL RATED

EXIST. MONITORING WELL PIPE.

MODIFY AS NEEDED TO SET NEW

MW MANHOLE FLUSH WITH

IMPROVEMENTS.

1'- 5" 2'-4"

MAT REINFORCEMENT 1/2" (#4)

REBAR @12" O.C. TOP AND

BOTTOM BOTH WAYS

3"

1'

2"

GRADE

2'-4"

2'

8"

PLAN

SECTION

6"2"

6"

1'- 6"

8"

20"

R1"

FINISHED GRADE

SEE PLANS FOR IMPROVEMENTS

2 - #4 CONT.

2" COVER (MIN)

COMPACTED SUB-GRADE

GRAVEL BORROW

COMPACTED SUBGRADE (TYP)

RIDOT CLASS Z CONCRETE

NOTE:

1. PROVIDE 2 - 6" NO. 5 REBAR CONNECTING PINS

PER CURB SECTION.

2. PROVIDE PORTLAND CEMENT CONCRETE CURB

LOCK PER RIDOT SECTION 906.

8" THICK PLAIN PORTLAND

CEMENT CONCRETE

PAVEMENT (P-501)

2" BITUMINOUS

CONCRETE BASE

COURSE - CLASS 19

GEOTEXTILE FABRIC

BELOW NO. 57 STONE

COMPACTED EXISTING

SUBGRADE

12" MIN. NO. 57 STONE

COMPACTED TO FIELD

OBSERVATION 6" MIN.7' TYP.

8" THICK PLAIN PORTLAND

CEMENT CONCRETE

PAVEMENT (P-501)

2" BITUMINOUS

CONCRETE BASE

COURSE - CLASS 19

GEOTEXTILE FABRIC

BELOW NO. 57 STONE

COMPACTED EXISTING

SUBGRADE

12" MIN. NO. 57 STONE

COMPACTED TO FIELD

OBSERVATION 7' TYP. VARIES

EXISTING ASPHALT PAVEMENT

EXIST PVMNT TO REMAIN

DISTANCE VARIES

EXPANSION JOINT

8" THICK PLAIN PORTLAND

CEMENT CONCRETE

PAVEMENT (P-501)

2" BITUMINOUS

CONCRETE BASE

COURSE - CLASS 19

GEOTEXTILE FABRIC

BELOW NO. 57 STONE

COMPACTED EXISTING

SUBGRADE

12" MIN. NO. 57 STONE

COMPACTED TO FIELD

OBSERVATION 7' TYP. VARIES

EXIST PVMNT TO REMAIN

DISTANCE VARIES

EXPANSION JOINT

NO. 5 DOWEL BARS, 18"

LENGTH, 9" EMBEDMENT,

12" O.C.

TABLE 5

PIPELINE THRUST RESTRAINT DETAIIL/SCHEDULE

DESIGN/TEST PRESSURE = 100 PSI

CONCRETE THRUST BLOCK - REQUIRED BEARING AREAS (SF)

ASSUMED SOIL BEARING CAPACITY = 2,000 PSF

THRUST PER PSI OF WATER PRESSURE AT VARIOUS FITTINGS

BEND

90° 45°

22.5°

4" 6" 8" 10" 27 55 94 154 15 30 51 84 7 15 26 43

PIPELINE THRUST RESTRAINT DETAIL/SCHEDULE

DESIGN/TEST PRESSURE = 150 PSI

CONCRETE THRUST BLOCK - REQUIRED BEARING AREAS (SF)

ASSUMED SOIL BEARING CAPACITY = 2,000 PSF

BEND

90° 45°

22.5° 11.25°

PLUG/TEE

6" 4.5 3.0 1.5 1.0 3.0

10" 12.5 7.0 3.5 2.0 9.0

12" 18.0 10.0 5.0 2.5

13.0

8" 8.0 4.5 2.5 1.5 6.0

TABLE 3

COMPACTED TRENCH

BACKFILL

SALVAGED STONE

MATCH EXIST. THICKNESS

REQ'D TRENCH WIDTH

EXISTING STONE SURFACE

TREATMENT TO REMAIN

NOTE:

1. CONTRACTOR MUST SALVAGE FOR REUSE THE EXISTING STONE SURFACE

MATERIAL WITHIN TRENCHING LIMITS AT SUBSTATION 1. FINAL STONE THICKNESS

MUST MATCH EXISTING CONDITION.

GEOTEXTILE FABRIC

RIDOT STANDARD SPECIFICATIONS

SECTION M20.01 GEOTEXTILES,

STABILIZATION FABRIC

C-503

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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AV

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

L

FA

CI

LI

TI

ES

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NG

IN

EE

RI

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M

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M M

AN

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NE

W

PO

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MRI/CWJ

JWJ

Approved by Frank Cole USGC MASI

06 FEB 2026

NOT TO SCALE

REINFORCED CONCRETE PADD3

NOT TO SCALE

CONCRETE EXPANSION & CONTROL JOINTSA4

NOT TO SCALE

JOINT RESTRAINT DETAILC1

NOT TO SCALE

THRUST BLOCK DETAILSB1

NOT TO SCALE

TURF AREA RESTORATIOND2

NOT TO SCALE

MONITORING WELL DETAILA2

NOT TO SCALE

CONCRETE CURB DETAILC3

NOT TO SCALE

CONCRETE PAVEMENT DETAIL - (BID ALTERNATE)

D4

NOT TO SCALE

CONCRETE PAVEMENT TIE-IN TO ASPHALTC4

NOT TO SCALE

CONCRETE PAVEMENT TIE-IN TO CONCRETEB4

12936614

NOT TO SCALE

STONE SURFACE RESTORATION DETAILB3

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Charles Goodridge Rectangle

Charles Goodridge

EL = -14.09'

6' I.D.

SELF CLEANING

WET WELL

6" DI VENT WITH

BIRD SCREEN

(SEE PLAN FOR

ORIENTATION)

4" DI

FORCE MAIN

4" BYPASS PUMP

CONNECTION WITH

COMPANION FLANGE

AND QUICK CONNECT

HOSE ADAPTER

COUPLING TO

4" DI FORCE MAIN

4" x 4" x 4" TEE

SECTION VIEW

CLASS I, DIV. 2

GROUP D AREA

CLASS I, DIV. 2

GROUP D AREA

FINISH GRADE

SEE GRADING PLAN

30" VENTED MANHOLE

FRAME AND COVER (UNLESS OTHERWISE

NOTED) TO BE MARKED SEWER

PROVIDE 6" MIN. COVER

GUIDE

RAIL

PIPE

SUPPORT

(TYP. OF 2)

SELF CLEANING WET WELL INFILL PER HYDRAULIC INSTITUTE

2" RIGID CONDUIT TO

HOUSE TRANSDUCER CABLE

TIDEFLEX FLANGED

CHECK VALVE (TYP.)

MAGNETIC FLOW

METER

CONCRETE CRADLE OR PIPE SUPPORT

12" CRUSHED STONE

3" SDR 35 PVC DRAIN

SLOPE 5%

WITH GROUT 12" MIN

5'- 0"

M

IN

" M

IN

" M

IN

8"

12"12

INV OUT = -8.41'

30" VENTED MANHOLE FRAME &

COVER (UNLESS OTHERWISE NOTED)

TO BE MARKED "SEWER"

SET CASTING IN GROUT AND

GROUT ALL AROUND TO 4"

ABOVE THE FLANGE

(UNLESS OTHERWISE NOTED)

SET RIM AT FINISHED GRADE

USE BRICK COURSES AS NEEDED TO BRING

MANHOLE RIM TO REQUIRED ELEVATION (MAX

3 COURSES OF BRICKS) SEAL INSIDE AND

OUTSIDE OF BRICK WITH HYDRAULIC CEMENT

COAT WITH (2) COATS

OF BITUMINOUS

DAMPPROOFING

SEAL ALL HOLES WITH

HYDRAULIC CEMENT

BUTYL RUBBER

JOINT (TYP.)

FINISH GRADE

STANDARD PRECAST BARREL SECTION

COMBINATIONS OF 1', 2', 3' OR 4'

LENGTHS AS NEEDED TO BRING MANHOLE

RIM TO REQUIRED ELEVATION (SEE MANHOLE

GENERAL NOTE 4)

SEAL ALL INTERIOR

AND EXTERIOR

JOINTS WITH

HYDRAULIC CEMENT

4'-0" DIAMETER

2'6" Ø

OPENING

8" MIN

5"

" M

AX

STANDARD PRECAST

ECCENTRIC OR

CONCENTRIC CONE

SECTION, OR

FLAT TOP

(AS REQUIRED)

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 9

NOTE

NOTE 11

NOTE 12

NOTE 14

6' I.D.

SELF CLEANING

WET WELL

4" DI

(TYP. 0F 2)

HYMAX COUPLING

4" DI FORCE MAIN

4" PLUG VALVE

(TYP. OF 3)

4" SWING CHECK VALVE (TYP. OF 2)

CONDUIT W/ SEALING FITTING

SEE ELECTRICAL DRAWINGTWO (2) COATS OF ASPHALT

WATERPROOFING APPLIED AT THE

FACTORY

INFLUENT PIPE,

INV. EL. VARIES

SEE WATER AND SEWER

UTILITY PLAN

RGS CONDUIT TO

CONTROL PANEL

SEE DRAWING E-109

PVC DRAIN

HYMAX

COUPLING

(TYP.)

6' I.D. VALVE VAULT

MANHOLE RUNGS

@ 12" O.C.

FLOW RECORDER

MAGNETIC FLOW METER

2 LAYERS OF

ASPHALT

COATING

PLAN VIEW

PMP-1

PMP-2

12' DIA STORAGE TANK

MANHOLE RUNGS

@ 12" O.C.

30" VENTED MANHOLE FRAME &

COVER (UNLESS OTHERWISE NOTED)

TO BE MARKED "SEWER" (TYP.)

TO WET WELL

4" DI FM, INVERT IN = 5.15

MAX WSE = -1.33

ADDITIONAL NOTES:

1. 48" X 30" WATERTIGHT HS-20 ALUMINUM ACCESS DOORS WITH LOCKS, SIZED FOR DUPLEX

PUMP STATION.

2. TOP OF CASING EL. SEE SHEET C-102.

3. SLOPE FINISH GRADE AWAY FROM STRUCTURE TO PROMOTE DRAINAGE.

4. SENSOR FLOAT HOLDER.

5. RIGID GALVANIZED STEEL CONDUITS FROM CONTROL PANEL (TYP. OF 2).

6. HIGH WATER ALARM/LAG PUMP ON TO BE CONNECTED TO ALARM SYSTEM.

7. STAINLESS STEEL LIFT-OUT RAILS WITH NONSPARKING BAR.

8. EXTERIOR OF ALL JOINTS MUST BE RECOATED WITH ASPHALTIC WATER-PROOFING AFTER

SETTING.

9. 10" SCH 35 PVC PIPE INV IN = -8.59'

10. PROPOSED FLYGT MODEL NP 3085 SH 3~ ADAPTIVE 256 4 HP EXPLOSION PROOF.

SUBMERSIBLE PUMP 60 HZ, 3Ø, 460V, DESIGNED FOR 150 GPM FLOW, 27.10' TDH (TYP. OF 2).

11. 1

2" NATIONAL PIPE TAPERED THREAD (NPT) MALE CONDUIT FITTING WHERE THE CABLE EXITS

THE TRANSDUCER.

12. PRESSURE TRANSDUCER PUMP SETPOINTS PER SPECIFICATION.

13. DIMENSION PER MANUFACTURER'S RECOMMENDATION OR 6" WHICHEVER IS GREATER.

14. 12" CRUSHED STONE.

15. PUMP STATION WILL OPERATE AS ONE DUTY AND ONE STANDBY PUMP.

3' 4"

COMPACTED SUBGRADE

COMPACTED SUBGRADE

COMPACTED SUBGRADE

CAST-IN-PLACE

STRUCTURE

MAX WSE

= -9.09

MIN WSE

= -13.01

INV EL. 0.58

NOTE 13

3" SDR 35 PVC, INVERT IN = -0.23

12"

12"

SLOPE TO

DRAIN

4" DI FM

3" PVC

4" DI FM

3"x4" FLANGED INCREASER

NOTE 8

0% SLOPE

4% SLOPE

SEE DETAIL A3 /C-507

12" CRUSHED STONE

4' 4"

SEE DETAIL B5/C-504 (TYP.)

SEE DETAIL A3/C-507 (TYP.)

12"

12"

12"

FINISHED GRADE PAVED AREA

45° WYE

WYE

4" THICK

CONCRETE COLLAR

LEBARON FOUNDRY, INC.

SEWER CLEANOUT RING

AND COVER, CATALOG

NUMBER LA0910

45° BEND

SCH. 40 PVC RISER

WITH THREADED CAP

6" MIN TYP.

NEOPRENE SEAL

NON SHRINK

GROUT

MANHOLE

STORMWATER,

GRAVITY AND

FORCE MAIN

PIPE

FOR FORCE MAIN, INSTALL 22

1/2° BEND AT END OF FORCE

MAIN WITHIN MANHOLE

C-504

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NAVFAC DRAWING NO.

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Approved by Frank Cole USGC MASI

06 FEB 2026

NOT TO SCALE

SANITARY PUMP STATION DETAILA1

NOT TO SCALE

TYPICAL CLEANOUT DETAILC5

NOT TO SCALE

FLEXIBLE RUBBER BOOT DETAILB5

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PLAN

VARIES

SEE NOTE 2

SIDE SLOPES

(SEE BELOW)

HAY BALES OR COMPACTED EARTH

BERM (SEE NOTE 3)

DEPTH VARIES

SEE NOTE 2

SIDE SLOPES TO BE

2H:1V OR 3H:1V

(NOMINAL)

SAND BAGS TO SECURE

SHEETING

10 MIL

POLYETHYLENE

SHEETING

GENERAL NOTES:

1. CONCRETE WASHOUT AREA(S) INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. THE CONCRETE WASHOUT AREA TO BE

ENTIRELY SELF-CONTAINED.

2. THE CONTRACTOR TO SUBMIT THE DESIGN, LOCATION AND SIZING OF THE CONCRETE WASHOUT AREA(S) WITH THE PROJECT'S EROSION AND SEDIMENTATION CONTROL PLAN, TO BE APPROVED BY THE CONTRACTING OFFICER.

3. LOCATION: WASHOUT AREA(S) ARE TO BE LOCATED AT LEAST 50 FEET FROM ANY STEAM, WETLAND, STORM DRAINS OR OTHER SENSITIVE RESOURCE. THE FLOOD CONTINGENCY PLAN MUST ADDRESS THE CONCRETE WASHOUT IF THE WASHOUT IS TO BE

LOCATED WITHIN THE FLOODPLAIN.

4. SIZE: THE WASHOUT MUST HAVE SUFFICIENT VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS INCLUDING, BUT LIMITED TO, OPERATIONS ASSOCIATED WITH GROUT AND MORTAR.

5. SURFACE DISCHARGE IS UNACCEPTABLE. THEREFORE, HAY BALES OR OTHER CONTROL MEASURES, AS APPROVED BY THE CONTRACTING OFFICER, TO BE USED AROUND THE PERIMETER OF THE CONCRETE WASHOUT AREA FOR CONTAINMENT.

6. SIGNS TO BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CONCRETE AREA(S) AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.

WASHOUT AREA(S) MUST BE FLAGGED WITH SAFETY FENCING OR OTHER APPROVED METHOD.

7. WASHOUT AREA(S) ARE TO BE INSPECTED AT LEAST ONCE A WEEK FOR STRUCTURAL INTEGRITY, ADEQUATE HOLDING CAPACITY AND CHECKED FOR LEAKS, TEARS, OR OVERFLOWS. WASHOUT AREA(S) TO BE CHECKED AFTER HEAVY RAINS.

8. HARDENED CONCRETE WASTE TO BE REMOVED AND DISPOSED OF WHEN THE WASTE HAS ACCUMULATED TO HALF OF THE CONCRETE WASHOUT'S DEPTH. THE WASTE CAN BE STORED AT AN UPLAND LOCATION, AS APPROVED BY THE CONTRACTING OFFCIER. ALL CONCRETE WASTE TO BE DISPOSED OF IN A MANNER CONSISTENT WITH ALL APPLICABLE LAWS, REGULATIONS AND

GUIDELINES.

SECTION

2'-0"

MAX.

LIMIT OF PAYMENT INCLUDING COUPLINGS

2'-0"

MAX.

12" CRUSHED STONE

UNDISTURBED EARTH

DRESSER STYLE 127

FLANGED ADAPTER (TYP.)

4" PLUG VALVE (TYP.)

1" X 1-1/4" STEEL STRAP

BOLTED TO SUPPORT (TYP.)

4"Ø BAR GROUTED 3" INTO

BASE, TOP 3" THREADED

CONCRETE PIPE SUPPORT

5'- 0"

M

IN

IM

UM

4" X 4" TEE

REDUCING FLANGE

1" NPT INLET APCO

SEWAGE COMBINATION

AIR VALVE, MODEL TBD

POLYPROPYLENE MANHOLE

RUNGS PRECAST INTO

CONCRETE MANHOLE AT

12" O.C. MAX

MORTAR

FINISHED GRADE (TYP.)

2'-6" OPENING

2'-2" MAX. TO FIRST

MANHOLE RUNG

MANHOLE FRAME WITH VENTED COVER:

NEEMAN CATALOG NO. R-1582 OR APPROVED SIMILAR.

SET FLUSH WITH FINISHED GRADE

ADJUST TO GRADE WITH

CONCRETE GRADE RING

APPLY TWO (2) COATS ASPHALT

WATERPROOFING AT THE FACTORY

WATERTIGHT JOINT USING AN

APPROVED MASTIC-TYPE SEALANT

OR 'O' RING GASKET (EXTERIOR OF

ALL JOINTS MUST BE RECOATED

WITH ASPHALTIC WATER-PROOFING

AFTER SETTING)

FILL ANNULAR SPACE WITH LINK SEALS (TYP.)

CL OF

FORCE

MAIN

4'-0" I.D. PRECAST

CONCRETE MANHOLE

4" PIPE

COUPLING (TYP.)

SECTION A-A SECTION B-B SECTION C-C

PIPE STRAP

6" PVC

VERTICAL DROP PIPE AND

90° SHORT RADIUS BEND

4" CLASS 350

DUCTILE IRON PIPE

STORAGE TANK

SEE DETAIL A1/C-504

6" X 6" x 4" SCH 80 PVC

TEE (SOCKET END

CONNECTIONS)

8" x 1- 12" TYPE 304 STAINLESS STEEL PIPE STRAPS AND

STAINLESS STEEL FASTENERS SET W/ LAG BOLTS AND

SHIELDS. MIN. 4'-0" O.C.

REFER TO PIPE

CONNECTION DETAILS

8" X 1 - 12" STAINLESS

STEEL TYPE 304

PIPE SUPPORT

6" M

AX

4" FLG X PE

ADAPTER

FLOW

5 5 16"

ORIENT BEND TO

ROUTE TOWARD

STRUCTURE

OUTLETSEE DETAIL B5/C-504

C-507

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Approved by Frank Cole USGC MASI

06 FEB 2026

NOT TO SCALE

CONCRETE WASHOUT AREA DETAILC1

NOT TO SCALE

TYPICAL SEWER AIR RELEASE VALVE AND CLEANOUT MANHOLEA1 NOT TO SCALE

TYPICAL CONCRETE INSIDE DROP PIPE DETAILA3 12936618

A-A

B-B

C-C

C/L RR. TRACK

REPLACE TIES WITHIN LIMITS OF DISTURBANCE

SUBGRADE

SUBBALLAST

SUBBALLAST

5' MIN. ±

12"

MNIMUM

8" MINIMUM

TRACK BALLAST

2%

NOTES:

1. TRACK BALLAST AND SUBBALLAST REQUIRED 12" AND 8" MINIMUM DEPTHS RESPECTIVELY. DIMENSION FROM BOTTOM OF TRACK TIE TO HIGH SIDE OF 2% SLOPE. THE 2% SLOPE IS REQUIRED ON RAILROAD SUBBALLAST. SUBBALLAST CAN BE 1 12" BASE AGGREGATE DENSE, SELECT CRUSHED, OR A COMBINATION OF THEM.

2. SEE PLAN SHEETS FOR ELECTRICAL CONDUIT SIZE AND ROUTING.

ELECTRICAL CONDUIT

REESTABLISH EXISTING DITCH TO

MATCH EXISTING CONDITIONSREMOVE AND RESET RAILS

6'' TURF ESTABLISHMENT AND TOPSOIL

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Charles Goodridge Rectangle

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

C

25' - 0"

1000' - 0"

6'

6"

6'

6"

C PIERL

TY

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3'

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TYP

5' - 0"

TYP

20' - 0"

D

TY

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6"

TY

P

8'

9"

TY

P

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TY

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A3 S-311

B4 S-512

TYP

C1

S-510

TYP

A2 S-513

SIM

B1 S-513

TYP

- - - - - - - - - - - - - - - - - - - - - - - - - - - - B1 S-510

SIM

TY

P

8" THK PARTITION

WALL, SEE NOTE 4.

SHEET KEYNOTES:

LEGEND:

# BENT DESIGNATION

A PILE ROW DESIGNATION

36" ⌀ PILE BELOW

ELECTRICAL DUCT BANK

CAST-IN-PLACE CONC SLAB

1. CONCRETE PIER DECK NOT SHOWN FOR CLARITY.

2. PROVIDE SLEEVE WITH PROPER DIAMETER FOR UTILITY

PIPES AT CONCRETE HEAD WALLS AND WITHIN UTILITY

TRENCHES. SEE DRAWING S-511 FOR DETAILS.

3. SEE DRAWING S-512 FOR REINFORCEMENT DETAILS IN

CAST-IN-PLACE SLAB.

4. SEE DRAWING S-511 FOR REINFORCEMENT DETAILS IN

PARTITION WALL, UNLESS NOTED OTHERWISE.

5. PLACE VAULT DRAIN AT CENTER OF EACH VAULT UNLESS

NOTED OTHERWISE.

GENERAL SHEET NOTES:

491623303743 0

KEY PLAN

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

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C

D

1 2 3 4 5

1 2 3 4 5

A

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NAVFAC DRAWING NO.

DES DRW CHK

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PLAN

NORTH

SCALE: 1/8" = 1'-0"

FRAMING PLAN - SHEET 3 OF 7

A2

1/8" = 1' - 0" 0 5' 10' 15' 30'

1. CAST-IN-PLACE UTILITY TRENCHES AT BOTH SIDES OF PIER, TYPICAL.

2. 5'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE PILE CAP, TYPICAL.

3. PRECAST CONCRETE MANHOLE, TYPICAL.

4. 3'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.

6. UTILITY TRENCH DRAIN WITH ONE WAY VALVE, TYPICAL

7. 3'-6" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.

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

C

C PIERL

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1000' - 0"

25' - 0" 6'

6"

6'

6"

M A

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GAP, TYP

5"

TY

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TYP

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D

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TY

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6"

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TY

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B4 S-512

TYP

3C1 S-510

TYP

A2 S-513

SIM

B1 S-513

TYP

- - - - - - - - - - - - - - - - - - - - - - - - - - - - B1 S-510

SIM

C1 S-516

TYP

TYP

8' - 9"

TY

P

8" THK PARTITION

WALL, SEE NOTE 4.

SHEET KEYNOTES:

LEGEND:

# BENT DESIGNATION

A PILE ROW DESIGNATION

36" ⌀ PILE BELOW

ELECTRICAL DUCT BANK

CAST-IN-PLACE CONC SLAB

1. CONCRETE PIER DECK NOT SHOWN FOR CLARITY.

2. PROVIDE SLEEVE WITH PROPER DIAMETER FOR UTILITY

PIPES AT CONCRETE HEAD WALLS AND WITHIN UTILITY

TRENCHES. SEE DRAWING S-511 FOR DETAILS.

3. SEE DRAWING S-512 FOR REINFORCEMENT DETAILS IN

CAST-IN-PLACE SLAB.

4. SEE DRAWING S-511 FOR REINFORCEMENT DETAILS IN

PARTITION WALL, UNLESS NOTED OTHERWISE.

5. PLACE VAULT DRAIN AT CENTER OF EACH VAULT UNLESS

NOTED OTHERWISE.

GENERAL SHEET NOTES:

491623303743 0

KEY PLAN

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.:

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

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S H

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MJF

12936649

JZ AAN

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

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N E

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JWJ

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C I

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A M

P T

O N

R O

A D

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S -1

06 FEB 2026

PLAN

NORTH

SCALE: 1/8" = 1'-0"

FRAMING PLAN - SHEET 4 OF 7

A2

1/8" = 1' - 0" 0 5' 10' 15' 30'

1. CAST-IN-PLACE UTILITY TRENCHES AT BOTH SIDES OF PIER, TYPICAL.

2. 5'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE PILE CAP, TYPICAL.

3. PRECAST CONCRETE MANHOLE, TYPICAL.

4. 3'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.

6. UTILITY TRENCH DRAIN WITH ONE WAY VALVE, TYPICAL

7. 3'-6" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.

16. CAST-IN-PLACE 8" THICK HEAD WALL, TYPICAL.

17. 4'-0" WIDE BY 1'-0" DEEP END WALL AT EJ, TYPICAL.

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Charles Goodridge

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10111213141516

M A

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H L

IN

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S E

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S -1

M A

T C

H L

IN

E

S E

E A

S -1

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

C

6'

6"

6'

6"

C PIERL

25' - 0" 25' - 0"

1000' - 0"

EDGE OF PIER

DECK, TYP

EJ, TYP

5"

TYP

5' - 0"

TYP

2' - 0"

TYP

5' - 6"

TYP

5' - 0"

TYP

20' - 0"

TYP

5' - 7"

D

TY

P

3'

6"

TY

P

8'

9"

TY

P 3'

0"

TY

P

1'

6"

TY

P

2'

0" B3 S-512

B4 S-512

TYP

C1 S-510

TYP

A2 S-513

SIM

B1 S-513

TYP

- - - - - - - - - - - - - - - - - - - - - - - - - - - - B1 S-510

SIM

C2 S-513

TYP

B2

S-510

TYP

B2 S-510

TYP

C1 S-513

C1 S-516

A4 S-512

TYP

8' - 9"

TY

P

A4 S-512

TYP

4' - 9"

TY

P

5'

9"

LEGEND:

# BENT DESIGNATION

A PILE ROW DESIGNATION

36" ⌀ PILE BELOW

ELECTRICAL DUCT BANK

CAST-IN-PLACE CONC SLAB

SHEET KEYNOTES:

1. CONCRETE PIER DECK NOT SHOWN FOR CLARITY.

2. PROVIDE SLEEVE WITH PROPER DIAMETER FOR UTILITY

PIPES AT CONCRETE HEAD WALLS CONCRETE HEAD

WALLS AND WITHIN UTILITY TRENCHES. SEE DRAWING

S-511 FOR DETAILS.

3. SEE DRAWING S-512 FOR REINFORCEMENT DETAILS IN

CAST-IN-PLACE SLAB, UNLESS NOTED OTHERWISE.

4. PLACE VAULT DRAIN AT CENTER OF EACH VAULT UNLESS

NOTED OTHERWISE.

GENERAL SHEET NOTES:

491623303743 0

KEY PLAN

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

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A V

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E R

IN

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S Y

S T

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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

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E N

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IN

E E

R

IN

G S

Y S

T E

M S

C O

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ID

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LA

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N O

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MJF

12936650

JZ AAN

Frank Cole USCG MASI

MRI/CWJ

1826479

N E

W P

O R

T, R

I N

A V

A L

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N E

W P

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JWJ

NEK

HPN

C I

C O

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A M

P T

O N

R O

A D

S

S -1

06 FEB 2026

PLAN

NORTH

SCALE: 1/8" = 1'-0"

FRAMING PLAN - SHEET 5 OF 7

A2

1/8" = 1' - 0" 0 5' 10' 15' 30'

1. CAST-IN-PLACE UTILITY TRENCHES AT BOTH SIDES OF PIER, TYPICAL.

2. 5'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE PILE CAP, TYPICAL.

3. PRECAST CONCRETE MANHOLE, TYPICAL.

4. 3'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.

5. 10" HEAVY DUTY SLEEVED DECK DRAIN (2'-9" LONG) WITH FRAME AND

GRATE, TYPICAL.

6. UTILITY TRENCH DRAIN WITH ONE WAY VALVE, TYPICAL

7. 3'-6" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.

16. CAST-IN-PLACE 8" THICK HEAD WALL, TYPICAL.

17. 4'-0" WIDE BY 1'-0" DEEP END WALL AT EJ, TYPICAL.

19. 10" HEAVY DUTY SLEEVED DECK DRAIN (6'-9" LONG) WITH FRAME AND

GRATE, TYPICAL.

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A3 S-304

EDGE OF PIER

DECK, TYP

M A

T C

H L

IN

E

S E

E A

S -1

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

C

TY

P

1'

6"

TY

P

3'

0"

3'

6"

TY

P

8'

9"

TY

P

3'

0"

C3 S-309

C PIERL

C2 S-302

25' - 0"

1000' - 0"

6'

6"

6'

6"

TYP

5' - 0"

TYP

6' - 2" 5' - 0"

TYP

8' - 10"

M A

T C

H L

IN

E

S E

E A

S -1

LIMITS OF

SUBSTATION ABOVE

C1 S-512

D

5'

3"

TY

P

1'

6"

TY

P

2'

0"

A3 S-309

TY

P

3'

6"

B4 S-512

TYP

B2 S-513

C2 S-513

TYP

C1 S-513

TYP

C1 S-510

TYP

B2 S-510

TYP

B1 S-510

SIM

A2 S-510

C2 S-513

TYP

A4 S-510

B4

S-513

C1 S-513

TYP

SIMTYP

SIMTYP

A4 S-512

TYP

4'-8" Wx 2'-0" H OPNG, TYP

TYP

4' - 8"

TYP

5' - 4"

TY

P

9'

3"

12' - 6"

TYP

16' - 6"

TYP

20' - 0"

TY

P

8" THK PARTITION

WALL, SEE NOTE 4. 19 5

2'

3"4' - 8"

LEGEND:

# BENT DESIGNATION

A PILE ROW DESIGNATION

36" ⌀ PILE BELOW

ELECTRICAL DUCT BANK

CAST-IN-PLACE CONC SLAB

SHEET KEYNOTES:

1. CONCRETE PIER DECK NOT SHOWN FOR CLARITY.

2. PROVIDE SLEEVE WITH PROPER DIAMETER FOR UTILITY

PIPES AT CONCRETE HEAD WALLS AND WITHIN UTILITY

TRENCHES. SEE DRAWING S-511 FOR DETAILS.

3. SEE DRAWING S-512 FOR REINFORCEMENT DETAILS IN

CAST-IN-PLACE SLAB.

4. SEE DRAWING S-511 FOR REINFORCEMENT DETAILS IN

PARTITION WALL, UNLESS NOTED OTHERWISE.

5. PLACE VAULT DRAIN AT CENTER OF EACH VAULT UNLESS

NOTED OTHERWISE.

GENERAL SHEET NOTES:

491623303743 0

KEY PLAN

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

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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

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ID

-A T

LA

N

T

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N A

V A

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N O

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O L K

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AS NOTED

S Y

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C R

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A P

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:2 :1

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.r v t

S-115

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E E

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MJF

12936651

JZ AAN

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

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N E

W P

O R

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JWJ

NEK

HPN

C I

C O

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H

A M

P T

O N

R O

A D

S

S -1

06 FEB 2026

PLAN

NORTH

SCALE: 1/8" = 1'-0"

FRAMING PLAN - SHEET 6 OF 7

A2

1/8" = 1' - 0" 0 5' 10' 15' 30'

1. CAST-IN-PLACE UTILITY TRENCHES AT BOTH SIDES OF PIER, TYPICAL.

2. 5'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE PILE CAP, TYPICAL.

3. PRECAST CONCRETE MANHOLE, TYPICAL.

4. 3'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.

5. 10" HEAVY DUTY SLEEVED DECK DRAIN (2'-9" LONG) WITH FRAME AND

GRATE, TYPICAL.

6. UTILITY TRENCH DRAIN WITH ONE WAY VALVE, TYPICAL

7. 3'-6" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.

9. 5'-3" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, ALONG PILE

ROW C UNDER SUBSTATION.

15. CAST-IN-PLACE 12" THICK VAULT SLAB, TYPICAL.

18. PROVIDE LATERAL UTILITY TRENCH WITH TWO 2'-4" WIDE BY 4'-0" DEEP

CAST-IN-PLACE CONCRETE BEAMS.

19. 10" HEAVY DUTY SLEEVED DECK DRAIN (6'-9" LONG) WITH FRAME AND

GRATE, TYPICAL.

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A3 S-304

A3 S-309

SUBSTATION P1E

M A

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H L

IN

E

S E

E A

S -1

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

C

S-403 C2

C3 S-309

C PIERL

C2 S-302

M A

T C

H L

IN

E

S E

E A

S -1

25' - 0"

1000' - 0"

D

A A A A A A A A A C C

CCAAAAAAAAA

TY

P

1/ 2"

OPERATIONAL LIMIT FOR

115 TON MOBILE CRANE

OPERATIONAL LIMIT FOR

115 TON MOBILE CRANE

TY

P

4'

0"

6'

6"

6'

6"

TYP

2' - 0"CLR

F

IR

E

LA

N E

D O

N O

T

LO

C K

C FIRE LANEL 7

1/

2" FI

R

E L

A N

E D

O N

O T

LO

C

K

F

F

G

F

F

SHEET KEYNOTES:

LEGEND:

A

REMOVABLE TRENCH

COVER DESIGNATION

OPERATIONAL LIMITS FOR

115-TON MOBILE CRANE

UTILITY PIPE SUPPORT

GENERAL SHEET NOTES

1. REFER TO DRAWING S-518 FOR PRECAST UTILITY TRENCH COVER DETAILS.

2. KEYNOTES 5-7, 10, 12-16 NOT USED.

491623303743 0

KEY PLAN

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 T

LA

N

T

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N A

V A

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T A

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N

N O

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D E

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S H

E E

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MJF

12936665

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 -1

06 FEB 2026

PLAN

NORTH

SCALE: 1/8" = 1'-0"

DECK PLAN - SHEET 6 OF 7

A2

1/8" = 1' - 0" 0 5' 10' 15' 30'

1. CAST-IN-PLACE TOPPING SLAB (10" THICK MIN). TYPICAL.

2. PRECAST REMOVABLE UTILITY TRENCH COVER, SEE NOTE 1, TYPICAL.

3. PROVIDE 125-TON BOLLARD AND BOLLARD FOUNDATION (TOTAL 62), SEE

DRAWING S-507.

4. WEATHER TIGHT 36" DIAMETER MANHOLE COVER, SEE S-517 FOR MORE

INFORMATION, TYPICAL.

8. SUBSTATION CONCRETE PLATFORM, SEE S-402 AND S-403 FOR MORE

INFORMATION.

9. FLOATING FOAM-FILLED FENDER, TYPICAL.

11. FENDER SYSTEM, SEE S-519 AND S-520, TYPICAL.

17. 10" HEAVY DUTY SLEEVED DECK DRAIN (2'-9" LONG) WITH FRAME AND

GRATE, TYPICAL.

18. FIRE LANE STRIPING, COLOR: YELLOW

20. PREFABRICATED SUBSTATION EQUIPMENT ENCLOSURE.

21. PROVIDE WHITE STRIPPING SPACED AT 5'-0" ON CENTER AS OPERATION

LIMITS FOR 115-TON MOBILE CRANE.

22. 30" DIAMETER MANHOLE COVER AT TRENCH COVER, TYPICAL.

24. 24" HIGH LETTERING IN YELLOW THERMOPLASTIC COMPOUND WITH

SPACING 50 FEET, TYPICAL.

25. 4" THICK SOLID YELOW THERMOPLASTIC, TYPICAL.

26. 10" HEAVY DUTY SLEEVED DECK DRAIN (6'-9" LONG) WITH FRAME AND

GRATE, TYPICAL.

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TOP OF LANDING EL 10.00

UTIL TRENCH BOT

NAVD88

EL 0.00'

▽MHW EL 1.62

▽MLLW EL -2.12

18' - 0"

30" DIA 3/4" THK

CONC-FILLED STL

PIPE PILE, TYP

EXIST RIPRAP

AT BULKHEAD

TOP EL 5.00 ±.

SEE NOTE 1,

TYP.

36" DIA CONC-FILLED STL PIPE PILE

(BEYOND), TYP

FACE OF PILE CAP

(BEYOND)

5' - 0" 1' - 2" 10' - 6" 6' - 10" 2"

EXIST

PZ32 SHT

PILE

17' - 10"

BIT CONC

EXIST CONC DM

EXIST STL BP

EXIST DM SHT

PILE,

3' - 6" 10' - 0"

1'

0"

1'

6"

APPROACH SLAB

EXIST TIE ROD

EXIST TIE ROD

FORM AROUND EXIST

TIE ROD W/ 4 3/4" THK

CLOSED-CELL FOAM

APPROX SURFACE FOR

GLACIAL TILL, SEE

NOTE 1

APPROX SURFACE FOR

HWR, SEE NOTE 1

APPROX SURFACE FOR

RIP RAP, SEE NOTE 1

( , , , )S-116 S-123

EL 3.50

S-511 C1

S-511 A1

2'

0"

EXIST PZ35

SHT PILE

PVC WATERSTOP

6"

3"

S-109 S-130

EXIST RIP RAP, BOT

EL. -12.00 ±

STL SLEEVES, TYP

LEGEND:

EXISTING FILL

EXISTING ESTUARINE DEPOSIT

EXISTING HIGHLY WEATHERED

ROCK

EXISTING GLACIAL TILL

EXISTING AASHTO #57

CONSOLIDATED CRUSHED STONE

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 T

LA

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

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C R

IP

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N

D A

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A P

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/5

/2

:2 :3

A

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

U

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G O

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H o m e p o rt

In iti a tiv e O

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P ie r_

/P

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.r v t

S-305

U S

C G

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R H

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E P

O R

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IN

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IA

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IV

E O

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IT

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IN

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A T

A B

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TM

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MJF

12936687

JZ KM

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 -3

06 FEB 2026

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

A3

SECTION THROUGH UTILITY TRENCH AT ABUTMENT

1/4" = 1' - 0" 0 5' 10' 15'1'

GENERAL SHEET NOTES:

1. SUBSURFACE PROFILES SHOWN ARE APPROXIMATE BASED

ON LIMITED GEOTECHNICAL DATA. SEE ATTACHMENT A FOR

ADDITIONAL INFORMATION ON AS-BUILT CONDITIONS.

2. L ANGLES AROUND PERIMETER OF REMOVABLE COVERS

NOT SHOWN FOR CLARITY.

3. SEE NOTE 5 ON S-109 FOR PILE CONSTRUCTION WITHIN

EXISTING RIPRAP.

4. SEE DRAWING S-511 TO SLEEVE UTILITY PIPES THROUGH

WALLS AT AND WITHIN UTILITY TRENCHES, TYPICAL.

5. SEE DRAINAGE DRAWINGS S-137 AND S-138 FOR

LONGITUDINAL SLOPE, TYPICAL.

A

M E

N D

M E

N T

/0

/2

V M

G

Charles Goodridge Rectangle

Charles Goodridge

TYP

2' - 0"

4'

0"

1 - #5 EF

DIAG

SQUARE OR

RECTANGULAR

OPENING

3"

ALL REINF 3" CLR, TYP

S E

E N

O T

E

2'

0"

1'

6"

7" 7"

1 1/2"

3"

1'

6"

PC CONC PANEL OR

CIP CLOSURE POUR

11"⌀ SCH 80 PVC SLEEVE

FOR DRAIN DETAIL, SEE SHEET S-522.

NOTE:

P R

O

JE

C T

IO

N

,T Y

P

TYP

#8 BAR W/ STD

90 HOOK, TYP

SHEAR KEY @

PLANK EDGE, TYP

#4 SHEAR TIE

@ 9" OC, TYP

CL P/C CONC PLANK

JOINT, TYP

#5 BAR W/ STD 180°

HOOK @ 1'-0" OC, TYP

DRAIN SLEEVE, SEE

DECK DRAINAGE PLANS

FOR LOCATIONS

1' - 0"

P

LA

N K

W

ID

T H

A (S

E E

S C

H E

D U

LE

PLANK LENGTH B (SEE SCHEDULE)

1'

5"

S-515 A5

A

S -5

#8 BAR W/STD 90°

HOOK, TYP

SHEAR KEY @ PLANK

EDGE, TYP

#4 SHEAR TIE

@ 9" OC, TYP

CL P/C CONC PLANK

JOINT, TYP

#5 BAR W/ STD 180°

HOOK @ 1'-0" OC, TYP

DRAIN SLEEVE, SEE DECK

DRAINAGE PLANS FOR

LOCATIONS

36"∅ MH OPNG

TYP

2' - 5"

1'

5" P

LA

N

K W

ID

T

H A

(S E

E S

C H

E D

U

LE

P R

O

JE

C T

IO

N

T

Y P

PLANK LENGTH B (SEE SCHEDULE)

TYP

TYP

A3 S-515

A1 S-515

NOTE:

EXT, TYP

3"

6" T

Y P

S E

E N

O T

E

1. THE CONTRACTOR MUST ENSURE THAT 6" DIMENSION SHOWN IS MAINTAINED SO THAT THE TOPPING SLAB REINFORCEMENT IS PROPERLY LOCATED.

TYP

ROUGHEN SURFACE TO 1/4" AMPLITUDE

#4 SHEAR TIE @9" OC, TYP

#8 BAR @6 OC, TYP P/C CONC PLANK

#8 BAR @6 OC W/

STD 90 HOOK, TYP

#4 BARS @12" 0.C., TYP

DRAIN SLEEVE

AS INDICATED,

SEE

2' - 5"

A3 S-515

B, VARIES (SEE SCHEDULE)

P

LA

N K

1'

6"

1 1/2"

3"

1/

2" M

IN

1'-0"

TYP

1'-0"

TYP

#4 SHEAR TIE

@ 9" OC, TYP

CLR, TYP

C

LR

C

LR

T

O P

B O

T

#4 BARS @ 12" OC

#4U-BARS

@ 4" OC, TYP

#8 BARS @6 OC W/STD

90° HOOK, TYP

P/C CONC PLANK

#8 BAR @6 OC, TYP

#5 BAR @ 1'-0" OC, TYP

W/ STD 180 DEG HOOK

6"

1'

6"

TYP

1' - 6" 3' - 0"

A, VARIES (SEE SCHEDULE)

S-515 B4

PLANK SHEAR

KEY, TYP

GENERAL SHEET NOTES:

1. FOR MANHOLE OPENING LOCATIONS, SEE S-117 THROUGH S-123.

2. FOR DRAIN SLEEVE LOCATIONS, SEE S-124 THROUGH S-130.

3. FOR DETAILS OF CAST-IN-PLACE CONCRETE TOPPING SLAB, SEE DRAWING S-512..

4. SEE DRAWING S-517 FOR ADDITIONAL REINFORCEMENT AROUND CIRCULAR OPENING.

1. THE FOLLOWING CONVENTION IS APPLICABLE FOR THE NUMBER

AT EACH PLANK MARK:

1: NO OPENING

2: 8" DIA OPENING

3: 36" DIA OPENING

4: 8" DIA AND 36" DIA OPENINGS

5: 2x36" DIA OPENINGS

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 T

LA

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

/5

/2

:1

:1

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 it ia ti v e O

P C

P ie r_

/P

IE

R

U S

C G

-1 -S

.r v t

S-515

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 R

E C

A S

T C

O N

C R

E

TE

P

LA

N K

D E

TA

IL

S

MJF

12936712

JZ AFC

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 -5

06 FEB 2026

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

C4

ADDITIONAL REINFORCING AROUND OPENING

NOTES:

1. PROVIDE ADDITIONAL REINFORCING, (MINIMUM OF ONE-HALF THE

NUMBER OF PRINCIPLE REINFORCING BARS INTERRUPTED BY THE

OPENING) ON EACH SIDE AND EACH FACE OF THE OPENING.

2. FOR OPENINGS THAT ARE 12" PER SIDE SMALLER, ADDITIONAL

REINFORCEMENT IS NOT REQUIRED.

3. FOR DIAGONAL REINFORCEMENT NEAR EDGES OF PRECAST

PLANKS PROVIDE HOOKED TAILS AS SHOWN ABOVE.

4. SEE DRAWING S-517 FOR ADDITIONAL REINFORCEMENT AROUND

CIRCULAR OPENINGS.

P/C CONC PLANK SCHEDULE

MARK¹ QUANTITY

PLANK

THICKNESS A (WIDTH) B (LENGTH)

1A 56 1' - 6" 10' - 1" 21' - 4"

1B 51 1' - 6" 12' - 10" 21' - 4"

1C 5 1' - 6" 10' - 1" 17' - 10"

1D 4 1' - 6" 12' - 10" 17' - 10"

1E 6 1' - 6" 10' - 1" 5' - 11"

1F 9 1' - 6" 12' - 10" 5' - 11"

1G 4 1' - 6" 10' - 1" 6' - 8"

1H 6 1' - 6" 12' - 10" 6' - 8"

1I 2 1' - 6" 10' - 1" 11' - 10"

1J 3 1' - 6" 12' - 10" 11' - 10"

1K 1 1' - 6" 10' - 1" 14' - 10"

1L 1 1' - 6" 10' - 5 1/2" 14' - 10"

1M 1 1' - 6" 11' - 9" 14' - 10"

2B 29 1' - 6" 12' - 10" 21' - 4"

2D 2 1' - 6" 12' - 10" 17' - 10"

2N 1 1' - 6" 22' - 1" 14' - 10"

3A 1 1' - 6" 10' - 1" 21' - 4"

3B 5 1' - 6" 12' - 10" 21' - 4"

3D 2 1' - 6" 12' - 10" 17' - 10"

4B 7 1' - 6" 12' - 10" 21' - 4"

5B 3 1' - 6" 12' - 10" 21' - 4"

3/4" = 1' - 0" 0 1' 5'6" 2' 3' 4'

1/2" = 1' - 0" 0 1' 5'6" 2' 3' 4'

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

B4

SHEAR KEY DETAIL

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

B3

SLEEVE DETAIL

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

C3

PRECAST PLANKS WITH SLEEVE OPENING

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

C1

TYPE 2 PRECAST PLANKS WITH MANHOLE OPENING

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

A1

PRECAST PLANKS LONGITUDINAL SECTION

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

A3

PRECAST PLANKS TRANSVERSE SECTION

1 1/2" = 1' - 0" 0 6" 1' 2'3" 9"

NOTE:

(S-504)

NOT TO SCALE (S-515)

A5

PRECAST PLANK SCHEDULE

S-517

A

M E

N D

M E

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A

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Charles Goodridge Rectangle

Charles Goodridge

MITER AND WELD

CORNER JOINTS, TYP

C12x20.7 GALV.

FRAME

LIFTING EYE,

SEE C4/S-516, TYP

TY

P

9"

S E

E D

E C

K P

LA

N

S

X

TYP

1' - 6" (SEE SCHEDULE ON C1/S-518)

Y

A1 S-518

B1 S-518

PIER DECK OR

CONC SLAB, TYP

DIRECTION TO

PIVOT, TYP

TYP

1"

TY

P

1/ 2"

36" DIA OPNG

REINFORCED BY

CIRCULAR ANGLE

ALL AROUND

WHERE OCCURS

SEE DECK PLANS

VARIES

C12x20.7

STEEL

FRAMEREMOVE W6 BEAMS

AT MH OPNG

30" DIA MH FRAME AND COVER,

SEE C4/S-517 FOR

SUPPLEMENTAL REINF AT

OPNG

TYP

8"

NOTE:

1. ADJUST W6s AT MH OPNGS.

MAINTAIN 8" OC, SPACING BETWEEN

BEAMS.

2. OUTRIGGERS ARE PROHIBITED FROM

BEING PLACED ON TRENCH COVERS

WITH MANHOLE OPNGS.

TYP

3 1/2" MIN

TY

P

1/

2" C

LR

#3@6" SPA, T&B, TYP

FLEXIBLE

JOINT

SEALANT, TYP

#3@6" SPA, EW, T&B, TYP

C12x20.7

STEEL FRAME

TOP OF DECK,

EL. 9.0, TYP

L-6x4x3/8 w/ 1/2"⌀x4" LG WELDED

HEADED STUDS AT 12" OC

W6x25 CENTERED IN SLAB. TACK WELD W6x25 TO C12x20.7 AT

EACH END, TYP

SEE DECK PLANS

X

1/2" TYP

6"TYP

L-3x3x1/4 w/ 1/2"⌀x4" LG WELDED

HEADED STUDS AT 12" OC

5" MIN, TYP

VARIES 8"x COUNT OF W6

C12x20.7

STEEL

FRAME

W6x25 CENTERED

IN SLAB

8"x (COUNT OF W6-1)+10" AS MIN, TYP

TYP

1 1/2" CLR

TYP

8"

TY

P

1/

2" C

LR

#3@6" SPA, T&B, TYP

SIZE LIFT EYE TO FIT HOIST

RING WHEN LAYING FLAT

VARIES, CENTERED ON

SECOND W6 FROM EDGE

SECTION C-C

C12x20.7 GALV

STL FRAME

C12x20.7, TYP

PIVOTING HOIST RING GALV

RATED FOR MIN 5000 POUNDS,

WELDED TO TOP OF W6x25

PIVOTING HOIST RING ORIENTED

TOWARDS CENTER POINT OF P/C

CONC TRENCH COVER

SAND FILL

MITER AND WELD

CORNER JOINTS

1" BITUMINOUS FILL

W6x25, TYP

W6x25, TYP

CC

9"

SECOND W6 FROM EDGE

VARIES, CENTERED ON

TYP

5"

TYP

8" 5"

LIFT EYE

NOTE:

REINFORCEMENT IN COVER

NOT SHOWN FOR CLARITY.

60°

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 T

LA

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

/5

/2

:2 :4

A

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 tiv e O

P C

P ie r_

/P

IE

R

U S

C G

-1 -S

.r v t

S-518

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

U

TI

LI

TY

T R

E N

C H

C O

V E

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E

TA

IL

S

MJF

12936715

JZ AFC

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 -5

06 FEB 2026

1/2" = 1' - 0" 0 1' 5'6" 2' 3' 4'

1 1/2" = 1' - 0" 0 6" 1' 2'3" 9"

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

C1

PRECAST TRENCH COVER PLAN

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

B1

PRECAST TRENCH COVER LONGITUDINAL SECTION AT MANHOLE

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

A1

PRECAST TRENCH COVER TRANSVERSE SECTION

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

A3

PRECAST TRENCH COVER LONGITUDINAL SECTION

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

C4

LIFTING EYE

P/C TRENCH COVER SCHEDULE

MARK QUANTITY THICKNESS X (WIDTH) Y (LENGTH)

A 132 1' - 0" 4' - 0" 9' - 11 3/4"

C 12 1' - 0" 4' - 0" 8' - 2 3/4"

D 8 1' - 0" 4' - 0" 8' - 0"

E 3 1' - 0" 4' - 0" 10' - 6"

F 4 1' - 0" 6' - 0" 9' - 11"

G 1 1' - 0" 6' - 0" 11' - 9"

A

M E

N D

M E

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/0

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Charles Goodridge Rectangle

Charles Goodridge

16" DIA POLYMERIC

FENDER PILES

1" DIA HDG BOLT

CENTERED ON WALE

FACE OF

PIER

12" ARCH-TYPE

RUBBER FENDER

12"x12" FIBERGLASS

REINFORCED PLASTIC

LUMBER WALE

12"x12" FIBERGLASS

REINFORCED PLASTIC

LUMBER CHOCK

C FENDER PILE, TYP

TYP

3' - 0"

VARIES, SEE PLAN VARIES, SEE PLAN

HDG ROD

L

WALE SPLICE HALF LAP

JOINT SPACED @ 30' OC, 2 -

1" SS BOLTS PER JOINTA4

S-519

▽MHW EL 1.62

▽MLW EL -1.97

SPLICE (BY

FENDER PILE

MANUFACTURER)

H-PILE EXTENSION

(BY FENDER PILE

MANUFACTURER)

GROUND LINE

APPROX EL -35.0'

16" DIA POLYMERIC

FENDER PILES

WITH CAP

12"x12" FIBERGLASS

REINFORCED PLASTIC

LUMBER CHOCK

12"x12" FIBERGLASS REINFORCED

PLASTIC LUMBER WALE

12" ARCH-TYPE RUBBER FENDER

TIP ELEV 15 FEET INTO

ESTUARINE DEPOSITS

OR 5 FEET INTO HWR

APPROX.

ELEV -45.00, TYP

TIP EL VARIES, SEE PILE SCHEDULE ON S-602

36 " DIA CONC-FILLED

STL PIPE PILE, TYP

GROUT FILLED

HDPE PILE JACKET

PIER DECK EL 13.00

MOORING BOLLARD, TYP

FFF ANCHOR

POINT, SEE S-520

B4

BOT PILE CAP, EL 6.50

FFF 8' DIA AND

16'-0" LONG

1" DIA HDG ROD

1/2" HDG PLATE

1-1/8" DIA HOLE

FOR 1" DIA HDG BOLT

1'

1"

/4

4"

6"

2"

R 8"

NOTE: HOT-DIP GALVANIZE AFTER FABRICATION

3/8

TYP

1" DIA HDG BOLT

CENTERED ON WALE

16" DIA POLYMERIC

FENDER PILES

12"x12" FIBERGLASS

REINFORCED PLASTIC

LUMBER WALE W/ ASTM

D7959 GR 40 #6 REINF, TYP

OVERSIZED

WASHER, TYP

ROUNDED HDG WASHER

CONFORMING TO INSIDE

FENDER SHAPE, TYP

12" ARCH-TYPE

RUBBER FENDER

3/4" DIA SST ADHESIVE

ANCHOR W/6" MIN

EMBED (6 PER FENDER)

ELEV 13.00

12"x12" FIBERGLASS

REINFORCED PLASTIC

LUMBER CHOCK

ELEV 11.83

2' - 0"

1' - 0"

2'

2"

6"

6" 1'

8"

1'

2"

TYP

1 1/2"CLR

ASTM D7959

GR 40 #6 REINF,

TYP

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 T

LA

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

/5

/2

:2 :4

A

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 tiv e O

P C

P ie r_

/P

IE

R

U S

C G

-1 -S

.r v t

S-519

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

F E

N D

E R

S Y

S

TE

M D

E

TA

IL

S

S

H E

E T

O

F

MJF

12936716

JZ AFC

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 -5

06 FEB 2026

SCALE: 1" = 1'-0" (S-131)

C4

FENDER LAYOUT - POLYMERIC PILES

SCALE: 1/2" = 1'-0" (S-103)

A1

FENDER SECTION

SCALE: 1 1/2" = 1'-0" (S-520)

A2

FENDER PILE CONNECTION DETAIL

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

A4

FENDER CONNECTION DETAIL

GENERAL SHEET NOTES:

1. TO AVOID DRILLING INTO REINFORCEMENT, THE

LOCATION OF REINFORCEMENT ALONG THE EDGE

OF PIER TO BE MAINTAINED UNTIL AFTER THE

INSTALLATION OF THE FENDER ANCHORS IS COMPLETE.

2. PROVIDE TOPS FOR ALL FENDER PILES AFTER

INSTALLATION.

1 1/2" = 1' - 0" 0 6" 1' 2'3" 9"

1" = 1' - 0" 0 6" 1' 3'2'

1/2" = 1' - 0" 0 1' 5'6" 2' 3' 4', S-131)

A

M E

N D

M E

N T

/0

/2

V M

G

Charles Goodridge Rectangle

Charles Goodridge

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…