W911KB25R0026 DRAFT-DWGS VOL2.pdf

PDF 14 MB Posted Jan 8, 2025

Attached to: Port of Nome Modification Phase 1A, Nome, Alaska
Solicitation number: W911KB25R0026_DRAFT_RFP
Issued by: Department of the Army Corps of Engineers Engineering District Alaska

About this file

Written by GovTribe AI · Jan 8, 2025

This file contains the Draft Drawings Volume 2 related to a draft Request for Proposal (RFP) for the Port of Nome Modification Phase 1A project in Nome, Alaska. The document itself is engineering drawings issued by the U.S. Army Corps of Engineers Alaska District for industry review and comment, with feedback to be submitted via email to the specified USACE POA Contracting contacts (tammy.davis@usace.army.mil and pamela.iverson@usace.army.mil).

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File	Type	Posted
W911KB25R0026 DRAFT-SPECS GeotecH Data Report.pdf	PDF	Jan 8, 2025
W911KB25R0026_DRAFT DRAWINGS VOL 1.pdf	PDF	Jan 8, 2025
W911KB25R0026 DRAFT-SPECS.pdf	PDF	Jan 8, 2025
W911KB25R0026 VOLUME 1 DIV 00 PORT OF NOME PHASE 1A_ Draft.pdf	PDF	Jan 8, 2025

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PROJECT

KOTLIK

LOCATION

SEWARD PENINSULA

NORTON SOUND

UNALAKLEET

BERING SEA

NOME

PROPOSED PHASE 1A

DOCK EXTENSION

D R

D W

G S

O N

D R

E C

O N

E D

C O

N O

O M

C H

F, B

C H

O N

U .S

. A R

M Y

R D

H O

E, A

A C

O R

REFERENCE

NUMBER:

SHEET OF

1 2 3 4 5 6 7 8 9 10 11 12

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

N O

M E, A

O F

E M

- P

90%

-2 5-

R-

D ra w in g j:\

\2 no m e ar ct ic p or t e xp an si on

\d ra w in gs (r ed uc ed s co pe

)\0

C ov er .d w g la st s av ed o n

/1 9/

w as p lo tte d by W ill Th om ps on o n

/1 9/

O V

E R

.D W

BH JH CC

N O

V2-G-001

PORT OF NOME MODIFICATION - PHASE 1A

SOLICITATION No.: W911KB25R0026

NOME, ALASKA

ISSUE DATE: DECEMBER XX, 2024

CONTRACT No.: ----

NOM019 (P2N 464170)

90% SUBMITTAL

0 1000'500'

VOLUME 2

0 1000'500'

-0

-G-

C O

AutoCAD SHX Text N

GENERAL (G): GENERAL

1 V1-G-001 COVER SHEET

2 V1-G-002 SCHEDULE OF DRAWINGS

3 V1-G-003 LINE SYMBOL KEY AND GENERAL NOTES

4 V1-G-004 ABBREVIATIONS AND REFERENCE SYM

CIVIL (C): PLANS

5 V1-C-100 OVERALL SITE PLAN

6 V1-C-101 7 V1-C-102 8 V1-C-103

STAGING AREA AND HAUL ROAD PLAN

CIVIL (C): PLANS AND PROFILES

V1-C-201 WEST CAUSEWAY SPUR ARMOR REMOVAL

CIVIL (C): SECTIONS

V1-C-301 TYPICAL SECTIONS I

V1-C-302 TYPICAL SECTIONS II

V1-C-303 TYPICAL SECTIONS III

V1-C-304 TYPICAL SECTIONS IV

V1-C-305 TYPICAL SECTIONS V

V1-C-306 TYPICAL SECTIONS VI

V1-C-307 TYPICAL SECTIONS VII

V1-C-308 WEST CAUSEWAY SECTION I

V1-C-309 WEST CAUSEWAY SECTION II

GEOTECHNICAL (B): GENERAL

V1-B-100 BOREHOLE LOCATION MAP

V1-B-101 NOTES, LEGEND, AND DESCRIPTORS

V1-B-102 BOREHOLES I

V1-B-103 BOREHOLES II

V1-B-104 BOREHOLES III

V1-B-105 BOREHOLES IV

V1-B-106 BOREHOLES V

V1-B-107 BOREHOLES VI

EXHIBITS: SURVEY

NOME DEEP DRAFT NAVIGATION SURVEY (1 of 32)V1-XV801 NOME DEEP DRAFT NAVIGATION SURVEY (2 of 32)V1-XV802 NOME DEEP DRAFT NAVIGATION SURVEY (3 of 32)V1-XV803 NOME DEEP DRAFT NAVIGATION SURVEY (4 of 32)V1-XV804 NOME DEEP DRAFT NAVIGATION SURVEY (5 of 32)V1-XV805 NOME DEEP DRAFT NAVIGATION SURVEY (6 of 32)V1-XV806 NOME DEEP DRAFT NAVIGATION SURVEY (7 of 32)V1-XV807 NOME DEEP DRAFT NAVIGATION SURVEY (8 of 32)V1-XV808 NOME DEEP DRAFT NAVIGATION SURVEY (9 of 32)V1-XV809 NOME DEEP DRAFT NAVIGATION SURVEY (10 of 32)V1-XV810 NOME DEEP DRAFT NAVIGATION SURVEY (11 of 32)V1-XV811 NOME DEEP DRAFT NAVIGATION SURVEY (12 of 32)V1-XV812 NOME DEEP DRAFT NAVIGATION SURVEY (13 of 32)V1-XV813 NOME DEEP DRAFT NAVIGATION SURVEY (14 of 32)V1-XV814 NOME DEEP DRAFT NAVIGATION SURVEY (15 of 32)V1-XV815 NOME DEEP DRAFT NAVIGATION SURVEY (16 of 32)V1-XV816 NOME DEEP DRAFT NAVIGATION SURVEY (17 of 32)V1-XV817 NOME DEEP DRAFT NAVIGATION SURVEY (18 of 32)V1-XV818 NOME DEEP DRAFT NAVIGATION SURVEY (19 of 32)V1-XV819 NOME DEEP DRAFT NAVIGATION SURVEY (20 of 32)V1-XV820

WEST CAUSEWAY BASE ITEMS SITE PLAN

VOLUME 1

REAL ESTATE PLAN

GENERAL (G): GENERAL

1 V2-G-001 COVER SHEET

2 V2-G-002 SCHEDULE OF DRAWINGS

3 V2-G-003 LEGEND AND SYMBOL KEYS

4 V2-G-004 ABBREVIATIONS AND GENERAL NOTES

CIVIL (C): PLANS

5 V2-C-101 OVERALL SITE PLAN

V2-C-201 GRADING PLAN & PROFILE6

CIVIL (C): PLANS AND PROFILES

STRUCTURAL (S): PLANS AND DETAILS

V2-S-101 SHEET PILE LAYOUT

V2-S-102 V2-S-103 V2-S-104 V2-S-105 V2-S-106 V2-S-107 V2-S-108 V2-S-109 V2-S-110 V2-S-111

FACE BEAM AND BULLRAIL DETAILS

REMOVABLE LADDERS

BOLLARDS & MISCELLANEOUS DETAILS

FENDER DETAILS 1 OF 2

FENDER DETAILS 2 OF 2

23 HIGH MAST LIGHT FOUNDATION

FACE BEAM LAYOUT

VOLUME 2

NOME DEEP DRAFT NAVIGATION SURVEY (21 of 32)V1-XV821 NOME DEEP DRAFT NAVIGATION SURVEY (22 of 32)V1-XV822 NOME DEEP DRAFT NAVIGATION SURVEY (23 of 32)V1-XV823 NOME DEEP DRAFT NAVIGATION SURVEY (24 of 32)V1-XV824 NOME DEEP DRAFT NAVIGATION SURVEY (25 of 32)V1-XV825 NOME DEEP DRAFT NAVIGATION SURVEY (26 of 32)V1-XV826 NOME DEEP DRAFT NAVIGATION SURVEY (27 of 32)V1-XV827 NOME DEEP DRAFT NAVIGATION SURVEY (28 of 32)V1-XV828 NOME DEEP DRAFT NAVIGATION SURVEY (29 of 32)V1-XV829 NOME DEEP DRAFT NAVIGATION SURVEY (30 of 32)V1-XV830 NOME DEEP DRAFT NAVIGATION SURVEY (31 of 32)V1-XV831 NOME DEEP DRAFT NAVIGATION SURVEY (32 of 32)

EXHIBITS: AS-BUILTS

AS-BUILT - SITE PLAN

AS-BUILT - RE-BUILT CAUSEWAY AND SPUR BW X-SECTIONS

V1-X-832

AS-BUILT - NAVIGATION AND MARKER BASE DETAILS

V1-X-833 V1-X-834 V1-X-835

CIVIL (C): SECTIONS

V2-C-301 ROADWAY SECTIONS

V2-C-302 GRADING SECTIONS - SV103+00

V2-C-303 V2-C-304

GRADING SECTIONS - SV104+00

GRADING SECTIONS - SV108+50

V2-C-305 GRADING SECTIONS - SV111+00

CIVIL (C): DETAILS

V2-C-401 SURFACING & APRON DETAILS12

SHEET PILE DETAILS

TAILWALL SECTIONS

ENDWALL ELEVATIONS

ALASKA DISTRICT U.S. ARMY CORPS OF ENGINEERS

W911-KB-25-R0026 / ----

NOM019 - DECEMBER 2024

PORT OF NOME MODIFICATION - PHASE 1A

NOME, ALASKA

SCHEDULE OF DRAWINGS

REFERENCE

NUMBER SHEET TITLESHEET

D R

D W

G S

O N

D R

E C

O N

E D

C O

N O

O M

C H

O N

U .S

. A R

M Y

R D

H O

E, A

A C

O R

REFERENCE

NUMBER:

SHEET OF

1 2 3 4 5 6 7 8 9 10 11 12

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

N O

M E, A

O F

E M

- P

90%

-2 5-

R-

D ra w in g j:\

\2 no m e ar ct ic p or t e xp an si on

\d ra w in gs (r ed uc ed s co pe

)\0

Sc he du le o f D ra w in gs

.d w g la st s av ed o n

w as p lo tte d by

W ill

Th om ps on o n

ING

S.D

BH JH CC

N O

O F

REFERENCE

NUMBER SHEET TITLESHEET REFERENCE

NUMBER SHEET TITLESHEET

V2-G-002

-G -0

DRAWING REVISION INDICATOR OR "REVISION TRIANGLE": THE NUMBER WITHIN THE TRIANGLE ENUMERATES THE NUMBER OF REVISIONS FOR THIS SHEET TO DATE. THE SUPERSCRIPT, IF PRESENT, ENUMERATES THE CHANGES TO THE SHEET BY THIS REVISION. NO SUPERSCRIPT MEANS ONLY ONE CHANGE BY THIS REVISION. THE REVISION TRIANGLE SHOWN HERE INDICATES THE 3rd REVISION TO THE SHEET AND AT LEAST TWO CHANGES BY THIS REVISION. AMENDMENT NUMBERS ARE

INDEPENDENT FROM REVISION NUMBERS.

EACH DRAWING CHANGE IS ENCLOSED IN A REVISION CLOUD FOR THE LATEST REVISION, A PRIMARY REVISION TRIANGLE IS PLACED NEXT TO THE CHANGE WITH CORRESPONDING SECONDARY REVISION TRIANGLES PLACED DIRECTLY TO THE RIGHT AND DIRECTLY BELOW THE PRIMARY REVISION TRIANGLE, AS AN AID IN LOCATING CHANGES. NUMEROUS REVISION MAY REQUIRE SECONDARY REVISION TRIANGLES TO BE PLACED ABOVE AND/OR TO THE LEFT OF THE PRIMARY REVISION TRIANGLE. ALL REVISION TRIANGLES ARE RETAINED ON THE SHEET FOR SUBSEQUENT REVISIONS, HOWEVER ONLY THE

LATEST CHANGES ARE CLOUDED.

EXAMPLE TITLE BLOCK REVISION ANNOTATION SHOWN AT RIGHT.

ELEVATION CALLOUT, TEXT VARIES.

SOIL BORING NAVIGATION MARKER

SURVEY MONUMENT

PIEZOMETER

SAME AS SHEET NUMBER, SUCH AS G-003. SHOWN AT THE LOWER RIGHT OF THE SHEET. (NOTE: NOT THE SAME AS THE

SHEET COUNT, I.E. "SHEET 3 OF YYY")

DRAWING SHEET LOCATIONS ARE IDENTIFIED WITH GRID NUMBERS: A TO H FROM BOTTOM TO TOP ALONG THE LEFT EDGE;

AND 1 TO 12 FROM LEFT TO RIGHT ALONG THE TOP EDGE. THUS, GRID A1 IS AT THE BOTTOM LEFT OF THE SHEET, AND GRID H12 IS AT THE TOP RIGHT. THE GRID No. OF A DRAWING AREA IS BASED ON THE LOCATION OF THE LOWER LEFT CORNER OF

THE DRAWING AREA.

EL =

+522.00'

REF No.

SHEET No. WHERE SHOWN

GRID No.

GRID No. WHERE SHOWN

OBJECT REFERENCED

CUTTING PLANE LINE

VIEWING PLANE

IDENTITY SYMBOL KEY

REFERENCE SYMBOL KEY

FULL SECTION

NOTE: SHEET REFERENCES ARE NOT REQD

TO BE THE SAME.

CUTTING PLANE LINE. MAY INCLUDE

BENDS. DOES NOT INCLUDE FLAG

VIEWING PLANE

PARTIAL SECTION

OBJECT

REFERENCED

SHEET No. WHERE SHOWN

GRID No. WHERE SHOWN

DETAIL INDICATORS

SHEET No. WHERE

SHOWN

GRID No. WHERE

SHOWN

DETAIL BOUNDARY.

SHAPE SHOWN IS

SCHEMATIC ONLY.

AREA OF

DETAIL.

BOUNDARY

MAY NOT BE

SPECIFIED.

SHEET No.

WHERE SHOWN

GRID No.

WHERE

SHOWN

TEXTUAL DETAIL

INDICATOR

SECTION AND DETAIL TITLES

LIST INDICATING WHERE SECTION

OR DETAIL IS REFERENCED

LOCATING GRID

No. ON SHEET

WHERE DRAWN

0 60'30'

TEXTUAL SCALE INDICATION,

MAY HAVE SEPARATE HORIZ

AND VERT SCALES

GRAPHICAL SCALE,

NOT APPLICABLE IF

DRAWING IS NTS

SECTION OR DETAIL TITLE,

MAY "WORD-WRAP" IF

NECESSARY AS SHOWN

SUBBASE - F-FILL (AR-SAND,

ANNOTATIVE, SCALE = 0.05)

GRAVEL FILTER LAYER - FILTER

(ANSI31, ANGLE = 90°, ANNOTATIVE,

SCALE = 0'-0 1/2")

LOCAL FILL - E-FILL (MUDST,

ANNOTATIVE, SCALE = 0.50)

ARMOR ROCK - A1/A2 ROCK (POLYLINE)

PAVED ROAD - K-1 (GRAVEL, ANGLE =

45°, ANNOTATIVE, SCALE = 0.05)

ACTIONSYM DATEDESCRIPTION APPD

05 JUL

2014AM#3 (1) DESCRIPTION OF FIRST CHANGE RCT

05 JUL

2014AM#3 (2) DESCRIPTION OF SECOND CHANGE RCT

08 AUG

2014AM#5 DESCRIPTION OF CHANGE RCT

08 AUG

2014AM#7 (1) DESCRIPTION OF FIRST CHANGE RCT1

08 AUG

2014AM#7 (2) DESCRIPTION OF SECOND CHANGE RCT2

NORTH ARROW KEY

OVERHEAD COMMUNICATIONS/TELEPHONE LINES (COMARN)

EXISTING OVERHEAD COMMUNICATIONS/TELEPHONE LINES (COMARX)

UNDERGROUND COMMUNICATIONS/TELEPHONE LINES (COMUGN)

EXISTING UNDERGROUND COMM/TELEPHONE LINES (COMUGX)

CULVERTS (CULVRT)

BOTTOM OF DITCH OR WASH (DITCH)

PRIMARY OVERHEAD ELECTRICAL UTILITY LINES (EPARN)

EXISTING PRIMARY OVERHEAD ELECTRICAL UTILITY LINES (EPARX)

UNDERGROUND PRIMARY ELECTRIC UTILITY LINES (EPUGN)

EXISTING UNDERGROUND PRIMARY ELECTRIC UTILITY LINES (EPUGX)

SECONDARY OVERHEAD ELECTRIC UTILITY LINES (ESARN)

EXISTING SECONDARY OVERHEAD ELECTRIC UTILITY LINES (ESARX)

UNDERGROUND SECONDARY ELECTRIC UTILITY LINES (ESUGN)

(E) UNDERGROUND SECONDARY ELECTRIC UTILITY LINES (ESUGX)

FENCES AND HANDRAILS (FENCE)

FIBER OPTICS CABLES (FIBOPT)

FIRE PROTECTION WATER LINES (FIRE)

NATURAL GAS PIPING (NTGASN)

EXISTING NATURAL GAS PIPING (NTGASX)

PROPERTY LINES, EXISTING RECORDED PLATS (PROPL)

REFRIGERATION SYSTEM DISCHARGE PIPING (REFRD)

REFRIGERATION SYSTEM LIQUID, SUPPLY PIPING (REFRL)

REFRIGERATION SYSTEM SUCTION, RETURN PIPING (REFRS)

ROOF DRAINS (ROOFDN)

SILT FENCE (SILT)

FIRE PROTECTION SPRINKLER PIPING (SPRINK)

(E) 1' CONTOUR (COLOR 253 = 30% SCREEN, LINEWEIGHT = 0.25mm)

(E) 5' CONTOUR (COLOR 253 = 30% SCREEN, LINEWEIGHT = 0.50mm)

POST CONSTRUCTION 1' CONTOUR (LINEWEIGHT = 0.25mm)

POST CONSTRUCTION 5' CONTOUR (LIINEWEIGHT = 0.50mm)

LINE SYMBOL KEY (NOT ALL USED IN THESE DRAWINGS)

MATERIAL SYMBOL KEY

C C

C x C x

C C

C x C x

E E

Ex Ex

E E

E x E x

ES ES

ES x ES x

ES ES

ES x ES x

FO FO

G G

G x G x

PL PL

RD RD

RL RL

RS RS

RD RD

SF SF

S S

CP CP

X X X X

F F

SEE GRID F1 ON SHEET

C-301 FOR ADDITIONAL

INFORMATION.

A8 / G-001

F1 C-301

F7 C-301

F1 C-301

C-301 F7 C-301

SCALE: 1" = 30'

HIGH BLUFF (OPTION) SECTIONF7A1 / C-105

A1 / C-106

B ROCK - B1/B2 ROCK (GRAVEL,

ANNOTATIVE, SCALE = 0.5)

CORE ROCK - C1/C2 ROCK (GRAVEL,

ANNOTATIVE, SCALE = 0.2)

AGGREGATE BASE COURSE - D-1

(GRAVEL, ANGLE = 90°, ANNOTATIVE,

SCALE = 0.1)

SHIPCLEAT

DESL DESL DESL

GAS GAS GAS GAS

W W W W W

SS SS

D D D D D

D1 D1 D1 D1

FL FL FL FL

JET A JET A JET A

FIRE HYD

SEWER STRUCTURE

FUEL CONNECTION POINTS

BOLLARD

JET A PIPING (JETAN)

FUEL PIPING (FUEL)

DIESEL PIPING (DESLN)

SANITARY SEWER LINES (SSN)

WATER LINES (DOMN)

NATURAL GAS PIPING (GASN)

DIESEL PIPING (DESLN)

CONTROL PANEL

INSTRUMENT DEVICE LOCATION (SEE TAG)

M MOTORIZED ACTUATOR

PROCESS CONTROLLER

HAND-OFF-AUTO SWITCHHOA

X-Y,Z

EXPOSED CONDUIT

GROUND

CONDUIT RUN - CHANGE IN ELEVATION

GROUND ROD

LIQUID-TIGHT FLEXIBLE CONDUIT

PANELBOARD

DISCONNECT SWITCH

RECEPTACLE, 120V DUPLEX

KILOWATT-HOUR METER

MOLDED CASE CIRCUIT BREAKER, X = AMPERE

RATING, Y = NO. OF POLES

CONDUIT/CABLE RUN UNDERGROUND

HOMERUN TO PANEL "X", CIRCUITS NO. Y AND Z.

CONDUIT RUNS NOT DEFINED ARE 1/2" C, 3#12.

SHEET NOTE "X"

THERMAL/MAGNETIC UON

JUNCTION BOX

METER BASE

MANUAL MOTOR STARTER

GFI

LUMINAIRE, LINEAR SURFACE MOUNT

EM = EMERGENCY TYPE

SINGLE POLE SWITCH

K = KEY SWITCH, WP = WEATHERPROOF

COMBINATION MOTOR STARTER/DISCONNECT

MOTOR CONTROLLER

MOTOR - 3PH AND 1PH, RESPECTIVELY

CONDUIT TAG

TRANSFORMER

AUTO TRANSFORMER

UNIT MOUNT ENCLOSED CIRCUIT BREAKER

GFI = GROUND FAULT CIRCUIT INTERRUPTOR

MOTOR STARTER SWITCH WITH THERMAL TRIP

VARIABLE FREQUENCY DRIVE

WEATHERHEAD

FUSED CUTOUT

FUSED SWITCH

MOTOR OVERLOAD

HIGHMAST LIGHT

PIGTAIL

X-###

HPHP

DRAWING FEATURE(S) COVERED IN A

DIFFERENT VOLUME OF THE PACKAGE

(SOLID, ANNOTATIVE, SCALE = 1.0)

CONSTRUCTION BOUNDARY (CB)

DREDGING LIMITS (DL)

HAUL ROAD

FUEL VALVE BOX

HIGHMAST LIGHT FOUNDATION

ELECTRICAL PAD

SW ELECTRICAL JUNCTION BOX

ELECTRICAL JUNCTION BOX

LEGEND

D R

D W

G S

O N

D R

E C

O N

E D

C O

N O

O M

C H

O N

U .S

. A R

M Y

R D

H O

E, A

A C

O R

REFERENCE

NUMBER:

SHEET OF

1 2 3 4 5 6 7 8 9 10 11 12

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

N O

M E, A

O F

E M

- P

90%

-2 5-

R-

D ra w in g j:\

\2 no m e ar ct ic p or t e xp an si on

\d ra w in gs (r ed uc ed s co pe

)\0 3_

A bb re vi at io ns

A nd

S ym bo lo gy .d w g la st s av ed o n

/8 /2

P M w as p lo tte d by W ill Th om ps on o n

/1 9/

This drawing, including the principle of design, is the intellectual property of PND Engineers, Inc. and is submitted with the agreement that it is not to be reproduced, copied or used in any other matter than its intended use on this project, and further, shall not by used in any manner that would be detrimental to PND. Use of this drawing and the associated design principles is construed as acceptance to this agreement and provisions.

OPEN CELLTM, OPEN CELL SHEET PILETM and OCSPTM are PND Engineers, Inc. registered trademarks.

PND Engineers, Inc.'s OPEN CELL Technology is Patented.

PATENTS - US 10,024,017 B2, US 10,145,076 B2, CA 2,714,679,

and other patents pending

03_0

4 AB

BRE

VIAT

ION

S AN

D SY

MBO

LOG

Y.DW

BH JH CC

N O

V2-G-003

-G -0

A N

D S

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text X/Y

@ AT

# NUMBER, POUND(S)

& AND

2L DOUBLE ANGLE

℄ CENTERLINE

Ø DIAMETER, ROUND

A AMPERES

AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY

AND TRANSPORTATION OFFICIALS

AB ANCHOR BOLT

ABAN ABANDON, ABANDONED

ABNL ABNORMAL

AC ASPHALT CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACR ACROSS

ADDL ADDITIONAL

ADDM ADDENDUM

AFB AIR FORCE BASE

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AI ASPHALT INSTITUTE

AIC AMPERES INTERRUPTING CAPACITY

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AK DOT&PF ALASKA DEPARTMENT OF TRANSPORTATION &

PUBLIC FACILITIES

ALLOW ALLOWANCE

ALNMT ALIGNMENT

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE(LY)

APPX APPENDIX

APT APARTMENT

AR AS REQUIRED

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ASYM ASYMMETRICAL

ATS AUTOMATIC TRANSFER SWITCH

AUX AUXILIARY

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWS AMERICAN WELDING SOCIETY

AWWA AMERICAN WATER WORKS ASSOCIATION

BCU BARE COPPER

BJ BAR JOIST

BLDG BUILDING

BLK BLACK

BLKG BLOCKING

BLKHD BULKHEAD

BLW BELOW

BOT BOTTOM

BOW BOTTOM OF WALL

BTWN BETWEEN

B PL BASE PLATE

C AMERICAN STANDARD CHANNELS, CONDUCTOR,

CONDUIT, OR CELSIUS

CB CATCH BASIN

CBL CONSTRUCTION BASE LINE

CFS CUBIC FEET PER SECOND

CIP CAST IN PLACE, CAST IRON PIPE

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLIN CONTRACT LINE ITEM NUMBER

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CONC CONCRETE, CONCENTRIC

CONN(S) CONNECTION(S)

CONT CONTINUOUS

COORD(S) COORDINATE(S)

CP CONTROL PANEL

CREST DAM CREST

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSK COUNTERSINK, COUNTERSUNK

CT CURRENT TRANSFORMER

CTR CENTER

CTRL CONTROL

CU FT CUBIC FOOT, CUBIC FEET

CU YD(S) CUBIC YARD(S)

CV CHECK VALVE

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET(S) DETAIL(S)

DI DUCTILE IRON

DIA DIAMETER

DIAG DIAGONAL

DICA DRILL-IN-CONCRETE-ANCHOR

DIM(S) DIMENSION(S)

DIP DUCTILE IRON PIPE

DIST DISTANCE

DIV DIVISION

DO DITTO

DTI DIRECT TENSION INDICATOR

DWG(S) DRAWING(S)

DS DROP STRUCTURE, DOWNSTREAM

DSM DEEP SOIL MIXING

E EAST

(E) EXISTING

EA EACH

EF EACH FACE

EGC ELECTRODE GROUND CONDUCTOR

EL ELEVATION, EARTHQUAKE LOAD

EMBED EMBEDMENT

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSED

ENT ELECTRICAL NON-METALLIC TUBING

EOL END OF LINE RESISTOR

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE, EDGE OF SHOULDER

ESD EMERGENCY SHUTDOWN

EST ESTIMATE

ETR EXISTING TO REMAIN

EW EACH WAY, ENDWALL

EX,(E) EXISTING

EXP EXPANSION

EXT EXTERIOR

F FAHRENHEIT

f`c COMPRESSIVE STRENGTH

FAB FABRICATION

FAP FIRE ALARM PANEL

FBW FLOATING BREAKWATER

FCP FUEL CONTROL PANEL

FF FINISH FLOOR

FH FLAT HEAD, FIRE HYDRANT

FIG FIGURE

FIO FOR INFORMATION ONLY

FLR FLOOR

FRTW FIRE RETARDANT TREATED WOOD

FS FAR SIDE, FEDERAL SPECIFICATION

FT FOOT, FEET

FT³ CUBIC FOOT, CUBIC FEET

G GROUND

GA GAGE, GAUGE

GAL(S) GALLON(S)

GALV GALVANIZE(D), GALVANIZING

GEN GENERATOR

GFI GROUND FAULT INTERRUPTER

GOVT FEDERAL GOVERNMENT

GRS GALVANIZED RIGID STEEL

H HIGH, HOT CONDUCTOR

HAS HEADED ANCHOR STUD

HCP HANDICAPPED

HDG HOT DIPPED GALVANIZED

HMA HOT MIX ASPHALT

HML HIGH MAST LIGHT

HMMA HOLLOW METAL DOOR MANUFACTURER'S

ASSOCIATION

HDG HOT-DIPPED GALVANIZED

HDPE HIGH DENSITY POLYETHYLENE

HOA HANDS-OFF-AUTO

HORIZ HORIZONTAL

HP HORSE POWER

HS HIGH-STRENGTH

HSB HIGH-STRENGTH BOLT

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HWY HIGHWAY

HYD HYDRANT

ID INSIDE DIAMETER

IMC INTERMEDIATE METAL CONDUIT

IN3 CUBIC INCH(S)

IN4 INCH(S) TO THE FOURTH POWER

INT INTERIOR

IN-LB INCH-POUND

INV INVERT

INV EL INVERT ELEVATION

IP IRON PIPE

IPS IRON PIPE SIZE

IR INSIDE RADIUS

J-BOX JUNCTION BOX

JNT JOINT

JST JOIST

KA KILO-AMPERES

KAIC KILO-AMPERES INTERRUPTING CURRENT

K-FT KIP-FEET

KIP(S) 1,000 POUNDS

kN KILONEWTON(S)

KVA KILO-VOLT-AMPERES

KW KILO-WATTS

L ANGLE, LONG

LB(S) POUND(S)

LF LINEAR FOOT, LINEAR FEET

LFMC LIQUID TIGHT FLEXIBLE METAL CONDUIT

LFNC LIQUID TIGHT FLEXIBLE NON-METALLIC

CONDUIT

LIW LOAD INDICATING WASHER(S)

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

L-N LINE-TO-NEUTRAL

LONG LONGITUDINAL

LRG LARGE

LS LEFT SIDE, LEVEL SWITCH

LSF LOCAL SERVICE FACILITY

LSL(S) LONG-SLOTTED HOLE(S)

M STEEL SHAPE FROM THE MISCELLANEOUS

SECTION

MATL MATERIAL

MAX MAXIMUM

MBR(S) MEMBERS(S)

MCB MAIN CIRCUIT BREAKER

MCM THOUSAND CIRCULAR MILLS

MCP MOTOR CIRCUIT PROTECTOR

MCS MOLDED CASE SWITCH

MCV MOTORIZED CONTROL VALVE

MFR MANUFACTURER

MG MEGA-GALLONS

MI MALLEABLE IRON

MILS THOUSANDTHS OF AN INCH

MIN MINIMUM

MISC MISCELLANEOUS

MIW MALLEABLE IRON WASHER

MLO MAIN LUG ONLY

MOD MODULE

MPL MAX PAY LINE

MPa MEGAPASCAL(S)

MPH MILES PER HOUR

MSL MEAN SEA LEVEL

MT STRUCTURAL TEE FROM THE M SERIES

SECTION

MTS MANUAL TRANSFER SWITCH

MX MIXER

N NORTH, NEUTRAL, NEUTRAL CONDUCTOR

NE NORTHEAST

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRIC MANUFACTURERS

ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NFS NON FROST SUSCEPTIBLE

NIBS NATIONAL INSTITUTE OF BUILDING SCIENCES

NIC NOT IN CONTRACT

NMC NON METALLIC CABLE

No. NUMBER

NOM NOMINAL

NORM NORMAL

NPS NOMINAL PIPE SIZE

NS NEAR SIDE

NTS NOT TO SCALE

NTU NEPHELOMETRIC UNIT

NW NORTHWEST

OA OVERALL

OC ON CENTER

OCSP™ OPEN CELL SHEET PILE

OD OUTSIDE DIAMETER

OH,O/H OVERHEAD

OPP OPPOSITE

ORV(S) OFF ROAD VEHICLE(S)

OVS OVERSIZED HOLES

P POLE

PB PULLBOX

PC POINT OF CURVE, PROCESS CONTROLLER

PH,ɸ PHASE

PI PONT OF INTERSECTION

PJP PARTIAL JOINT PENETRATION

PL(S) PLATE(S)

PLF POUNDS PER LINEAR FOOT

PLV PIG LAUNCHING VALVE

PMF PROBABLE MAXIMUM FLOOD

PN PART NUMBER

PR PAIR

PRI PRIMARY

PROJ PROJECT

PROP PROPERTY

PS PIPE SUPPORT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVI PLAN VIEW IMAGING

QTY QUANTITY

R RADIUS

RBW RUBBLEMOUND BREAKWATER

RCP RECEPTACLE

RDD REQUIRED DREDGE DEPTH

REBAR REINFORCING STEEL BAR(S)

REF REFERENCE

RELAY USED RAILROAD RAIL

REINF REINFORCING, REINFORCEMENT, REINFORCED

REQD REQUIRED

REV REVISION

RFI REQUEST FOR INFORMATION

RMC RIGID METAL CONDUIT, GALVANIZED

RO ROUGH OPENING

RP RADIUS POINT

RS RIGHT SIDE

RTS RATED TENSILE STRENGTH

S AMERICAN STANDARD STEEL SHAPE, SOUTH

SCCR SHORT CIRCUIT CURRENT RATING

SCD STREAMING CURRENT DETECTOR

SCHED SCHEDULE

SDMH STORM DRAIN MANHOLE

SE SOUTHEAST

SECT SECTION

SGD SELECT GRAVEL DRAIN

SHT SHEET, SHAFT

SIM SIMILAR

SL SWITCH LEG

SLH SHORT LEG HORIZONTAL

SLV SHORT LEG VERTICAL

SOG SLAB ON GRADE

SP SPACING, SPACED

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SPI SEDIMENT PROFILE IMAGING

SQ SQUARE

SQ FT SQUARE FOOT, SQUARE FEET

SSL(S) SHORT-SLOTTED HOLE(S)

SSMH SANITARY SEWER MANHOLE

SST STAINLESS STEEL

ST STRUCTURAL TEE FROM THE S SERIES

SECTION, STAIR(S)

STD STANDARD, STANDARD-WEIGHT PIPE

STIFF STIFFENER

STL STEEL

SW SOUTHWEST

SWL SAFE WORKING LOAD

SYM SYMBOL

SYMM SYMMETRICAL

SYS SYSTEM

T TOP, TRANSFORMER

TBLT TIMBER BOLT

T&B TOP & BOTTOM

TC TRAY CABLE

TEP TEMPORARY END PROTECTION

THK THICK(NESS)

THRU THROUGH

TOC TOP OF CONCRETE

TOW TOP OF WALL

TR TELEPHONE RISER

TRANS TRANSVERSE

TSV TWIN SEAL PROCESS VALVE

TW TAILWALL

TWSH TWISTED/SHIELDED

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

U/G UNDERGROUND

UHMW-PE ULTRA HIGH MOLECULAR WEIGHT

POLYETHYLENE

UON UNLESS OTHERWISE NOTED

US UPSTREAM

USACE U.S. ARMY CORPS OF ENGINEERS

UT ULTRASONIC TESTING

UTILIDOR UTILITY CORRIDOR

UV ULTRAVIOLET

UVEC UNALAKLEET VALLEY ELECTRIC COOPERATIVE

V VOLTAGE, VOLTS

VDC DIRECT CURRENT VOLTAGE

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VT VISUAL TESTING

W W SERIES SECTION, WEST, WIDE

W/ WITH

W/O WITHOUT

WL WORK LINE

WP WORK(ING) POINT, WEATHERPROOF

WT WEIGHT, STRUCTURAL TEE FROM W SERIES

SECTION

WTP WATER TREATMENT PLANT

WV WATER VALVE

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

XS EXTRA-STRONG WEIGHT PIPE

XXS DOUBLE-EXTRA-STRONG WEIGHT PIPE

YD(S) YARD(S)

YD³ CUBIC YARD

G - GENERAL

V - SURVEY AND MAPPING

B - GEOTECHNICAL

C - CIVIL

S - STRUCTURAL

E - ELECTRICAL

X - EXHIBIT

ABBREVIATIONS (NOT ALL USED IN THESE DRAWINGS)

REF No. KEY

GENERAL NOTES

1. SCOPE OF WORK: THIS PROJECT CONSISTS OF REMOVAL OF THE EXISTING CAUSEWAY SPUR, EXTENDING THE EXISTING CAUSEWAY, INSTALLATION OF SHEET PILE DOCK, DREDGING TO FACILITATE THE CAUSEWAY EXTENSION, AND INSTALLATION OF UTILITIES ALONG THE

CAUSEWAY CORRIDOR AND WITHIN DOCK AREAS.

2. EXISTING FACILITIES: THE CONTRACTOR MUST TAKE ALL APPROPRIATE PRECAUTIONS TO AVOID ANY DISTURBANCE TO THE EXISTING FACILITIES.

PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR MUST PERFORM A PRE-CONDITION WALK THROUGH WITH A REPRESENTATIVE OF THE CONTRACTING OFFICER. THE CONTRACTOR WILL BE RESPONSIBLE FOR RESTORING EXISTING FACILITIES IN THE PROJECT AREA TO THEIR

ORIGINAL CONDITION AT HIS/ HER OWN EXPENSE UPON COMPLETION OF THE PROJECT.

3. VERTICAL DATUM: CONTRACT DRAWINGS USE ELEVATIONS RELATIVE TO MLLW.

4. TIDAL DATA, NOME, ALASKA

TIDAL BENCH MARK SHEET:

STATION ID: 9468756

NAME: NOME, NORTON SOUND

TIDAL DATUMS AT NOME, NORTON SOUND BASED ON:

LENGTH OF SERIES: 16 YEAR

TIME PERIOD: AUG 1997 - JUL 2004, 2006, SEP 2008 - AUG 2010, 2011, 2013 - 2016, OCT 2017 - SEP 2018

TIDAL EPOCH: 1983-2001

CONTROL TIDE STATION: 9468756 NOME, NORTON SOUND

PUBLICATION DATE: 12/08/2020

SOURCE: NOAA NATIONAL OCEAN SERVICE

LEVEL ELEVATION (FEET MLLW)

HIGHEST OBSERVED WATER LEVEL (10/19/2004) = 9.754

MEAN HIGHER HIGH WATER MHHW = 1.526

MEAN HIGH WATER MHW = 1.339

MEAN TIDE LEVEL MTL = 0.820

MEAN SEA LEVEL MSL = 0.820

MEAN LOW WATER MLW = 0.302

MEAN LOWER LOW WATER MLLW = 0.000

NORTH AMERICAN VERTICAL DATUM NAVD88 = -2.631

LOWEST OBSERVED WATER LEVEL (11/11/2005) = -6.762

SURVEY NOTES

1. PRIMARY PROJECT HORIZONTAL CONTROL IS ALASKA STATE PLANE, ZONE 8, NAD83 (NSRS2007), IN U.S. SURVEY FEET. BASIS OF COORDINATES IS NATIONAL GEODETIC SURVEY (NGS) CONTROL STATION "OME A" (PID DF3651), AS N 3,841,096.47' AND E 1,728,070.64' AND "OME B" (PID DF3652), AS N 3,842,264.55' AND E 1,729,661.41'. MONUMENTS ARE SECONDARY AIRPORT CONTROL STATIONS (SACS) AT NOME AIRPORT, ALASKA.

LOCAL PROJECT HORIZONTAL CONTROL IS ALASKA STATE PLANE, ZONE 8, NAD83 (NSRS2007), IN U.S. SURVEY FEET HOLDING "KMJV-1" HAVING A

VALUE OF N 3,837,168.87' AND E 1,729,283.15' .

2. VERTICAL CONTROL IS MEAN LOWER LOW WATER (MLLW = 0.0'), BASED ON THE NOAA/NOS TIDAL BENCHMARK LIST: "946 8756, NOME NORTON SOUND, ALASKA" PUBLISHED 12/08/2020. THIS TIDAL DATUM IS BASED ON THE 1983-2001 TIDAL EPOCH AND IS REFERENCED BY HOLDING

NOAA/USCGS TIDAL BENCHMARK "946 8756 H" (VM#12155/PID#BBFB37) AS 12.14 FT.

3. VERTICAL TIES TO THE NATIONAL SPATIAL REFERENCE SYSTEM ARE BASED ON PUBLISHED NAVD88 (GEOID 12B) ELEVATIONS HOLDING NOAA/USCGS

TIDAL BENCHMARK "946 8756 H" (VM#12155/PID#BBFB37) AS 14.82 FT.

4. SOUNDINGS AND CONTOURS ARE IN FEET.

5. BATHYMETRY WAS COLLECTED SEPT. 21 - OCT. 10, 2021. SOUNDINGS WERE COLLECTED USING AN R2SONIC 2020 MULTIBEAM ECHOSOUNDER OPERATING AT 400 KHZ. SOUND VELOCITY THROUGH THE WATER COLUMN WAS DETERMINED WITH AN AML BASE X2 SOUND VELOCITY PROBE.

POSITION AND VESSEL ORIENTATION WERE MEASURED USING AN APPLANIX POSMV WAVEMASTER V5 SYSTEM RECEIVING RTK CORRECTIONS FROM A TRIMBLE R8 MODEL 3 GPS RECEIVER SET AT CONTROL STATION "NH-04" (PID:BBDX87). DATA WAS COLLECTED AND PROCESSED USING QINSY 8.1 AND QIMERA 2.2 SOFTWARE. HORIZONTAL CONTROL WAS VERIFIED USING RTK GNSS EQUIPMENT AND TECHNIQUES. VERTICAL CONTROL WAS SURVEYED USING DIFFERENTIAL LEVELING TECHNIQUES. TERRESTRIAL LASER SCANNING DATA WAS COLLECTED SEPT. 21 - OCT. 10, 2021. DATA WAS COLLECTED USING A REIGL VZ400 LASER SCANNER. MOBILE SCANNING WAS COLLECTED AND PROCESSED USING QINSY 8.1 SOFTWARE.

POSITION AND VESSEL ORIENTATION WERE MEASURED USING AN APPLANIX POSMV OCEANMASTER V5 SYSTEM.

6. THIS SURVEY INDICATES GENERAL CONDITIONS AT THE TIME OF THE SURVEY.

DESIGN CRITERIA

GENERAL-

THE DOCK DESIGN LIFE IS 35-YEARS

DESIGN LOADS AND CRITERIA-

DEAD LOADS: -ALL

LIVE LOADS: -UNIFORM LIVE LOAD (NOT CONCURRENT WITH VLL) 1,500 PSF

-VEHICLE LIVE LOADS (VLL)

• 150-TON CRAWLER CRANE WITH 70-TON PICK WITH CRAWLERS 5' FROM FACE OF SHEET PILE WALLS

• CAT 988 LOADER (136,000-LB MAXIMUM AXLE WITH TIPPING LOAD).

• TAYLOR TXC-975 LOADED CONTAINER HANDLER (GVW=265,000 LBS), CENTER OF TIRES 5' FROM FACE OF SHEET PILE WALL

MOORING: -100 TON (ONSHORE & FACE BEAM BOLLARDS)

SEISMIC: -0.131g PGA (MAXIMUM DESIGN EARTHQUAKE)

-0.047g PGA (OPERATING BASIS EARTHQUAKE)

-SITE CLASS C

ICE: -3-FT THICK WITH 43 KSF CRUSHING STRENGTH

-4.5-FT THICK WITH 24 KSF CRUSHING STRENGTH

-APPLICATION WITH TOP OF ICE AT 0-FT MLLW ELEV

SCOUR: -SEE TYPICAL TAILWALL SECTION (SHEET V2-S-103)

WAVE: -SIGNIFICANT WAVE DATA HEIGHT (FT) PERIOD (SECONDS)

1) TYPICAL CONDITIONS <6 <12

2) STRONG WINDS 10-15 12-16

3) 50-YEAR 19 6-12

GEOTECHNICAL-

REFERENCE THE "GEOTECHNICAL AND GEOPHYSICAL DATA REPORT", BY R&M CONSULTANTS, INC.

SURVEY CONTROL-

REFERENCE THE USACE DRAWINGS (VOLUME 1)

LENGTH (FT)VESSEL BEAM (FT) DRAFT (FT)

820CRUISE VESSEL (CRYSTAL SERENITY) 106 30

572FUEL TANKER (SPIRIT) 91 35

400FREIGHT BARGE 120 14

261RESEARCH VESSEL (SIKULIAQ) 52 18.9

DESIGN VESSELS

68,000 44,000 20,000 4,100

DISPLACEMENT

(TON)

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REFERENCE

NUMBER:

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ON ORIGINAL DRAWING

0 1"

N O

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90%

-2 5-

R-

D ra w in g j:\

\2 no m e ar ct ic p or t e xp an si on

\d ra w in gs (r ed uc ed s co pe

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A bb re vi at io ns

A nd

S ym bo lo gy .d w g la st s av ed o n

/8 /2

P M w as p lo tte d by W ill Th om ps on o n

/1 9/

copied or used in any other matter than its intended use on this project, and further, shall not by used in any manner that would be detrimental to PND. Use of this drawing and the associated design principles is construed as acceptance to this agreement and provisions.

OPEN CELLTM, OPEN CELL SHEET PILETM and OCSPTM are PND Engineers, Inc. registered trademarks.

PND Engineers, Inc.'s OPEN CELL Technology is Patented.

PATENTS - US 10,024,017 B2, US 10,145,076 B2, CA 2,714,679,

and other patents pending

03_0

4 AB

BRE

VIAT

ION

S AN

D SY

MBO

LOG

Y.DW

BH JH CC

N O

V2-G-004

-G -0

N S

N O

E E E

5101520 21

BERTH A

590'±

-35-4 0 -30

-4

-25

-20

AP-1061 AP-1056

AP-1065

AP-1060

AP-1059

AP-1058

AP-1057

AP-1054

AP-1053

AP-1051

AP-1066

AP-1067

AP-1064

AP-1063

AP-1062

AP-1052

AP-1055

V2-C-201

CELL DESIGNATION, TYP

FOAM FILLED

FLOATING

FENDER, TYP

HIGH MAST LIGHT

FOUNDATION w/

BARRIERS, TYP

(E) EAST

BREAKWATER

(E) SPUR TO BE REMOVED,

SEE VOLUME 1

LADDER, TYP

CL CAUSEWAY

ACCESS ROAD

(E) CAUSEWAY ACCESS ROAD

FENDER

PILE, TYP FACE BEAM

BOLLARD, TYP

ONSHORE BOLLARD, TYP

BULKHEAD APRON, TYP

TOE OF ARMOR

STONE SLOPE, TYP

EDGE OF ARMOR

STONE APRON, TYP

TOP OF ARMOR

STONE SLOPE, TYP

DEEP WATER BASIN

OCSPTM DOCK

NEW CAUSEWAY

ACCESS ROAD

D R

D W

G S

O N

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E C

O N

E D

C O

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C H

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. A R

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REFERENCE

NUMBER:

SHEET OF

1 2 3 4 5 6 7 8 9 10 11 12

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

N O

M E, A

O F

E M

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90%

-2 5-

R-

D ra w in g j:\

\2 no m e ar ct ic p or t e xp an si on

\d ra w in gs (r ed uc ed s co pe

)\0

O ve ra ll

Si te

P la n.

dw g la st s av ed o n

w as p lo tte d by

W ill

Th om ps on o n

OPEN CELLTM, OPEN CELL SHEET PILETM and OCSPTM are PND Engineers, Inc. registered trademarks.

PND Engineers, Inc.'s OPEN CELL Technology is Patented.

PATENTS - US 10,024,017 B2, US 10,145,076 B2, CA 2,714,679,

and other patents pending

.DW

BH JH CC

N O

0 100 200 300 FT50 V2-C-101

-C -1

20.0' 20.0'

: 1

26S12° 22' 12.03"W

125.26

BOP: 100+00.00

N: 3835086.57 E: 1728672.50

G R

C E

C O

U R

R O

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00

O U

BULKHEAD APRON, TYP.

"F" SHAPE CONCRETE BARRIER, TYP

NO E MATERIAL. SEE

VOLUME 1 DRAWINGS

EDGE OF SHOULDER

TOP OF ROCK, TYP

EDGE OF ROADWAY

HIGH MAST LIGHT

FOUNDATION, TYP

HIGH MAST LIGHT

FOUNDATION, TYP

S16° 01' 55.00"W 1971.16

STA:104+01.16

OFF:34.96'LT

STA:109+98.17

OFF:220.62'LT

STA:104+30.30

OFF:15.92'LT

20.0'

20.0' 20.0'

FACE BEAM

STA:110+08.24

OFF:209.39'LT

STA:104+11.24

OFF:220.62'LT

STA:104+01.17

OFF:209.39'LT

STA:110+08.26

OFF:34.95'LT

STA:109+78.84

OFF:15.69'LT

15.15 EL

15.00 EL

15.15 EL

17.77 EL

18.06 EL

17.77 EL

18.06 EL

-60

-50

-25

-60

-50

-25

99+50 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00

EXISTING GROUND

PROPOSED

GROUND FINISH GRADE

EXISTING GROUND

0.00% 0.00%

GRADE BREAK STA = 111+87.53

ELEV = 18.52

GRADE BREAK STA = 101+25.26

ELEV = 18.52

GRADE BREAK STA = 100+00.00

ELEV = 17.00

1.21%

0 50 100 150 FT25

D R

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ON ORIGINAL DRAWING

0 1"

N O

M E, A

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E M

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90%

-2 5-

R-

D ra w in g j:\

\2 no m e ar ct ic p or t e xp an si on

\d ra w in gs (r ed uc ed s co pe

)\0

G ra di ng

P la n an d Pr of ile

.d w g la st s av ed o n

w as p lo tte d by

W ill

Th om ps on o n

OPEN CELLTM, OPEN CELL SHEET PILETM and OCSPTM are PND Engineers, Inc. registered trademarks.

PND Engineers, Inc.'s OPEN CELL Technology is Patented.

PATENTS - US 10,024,017 B2, US 10,145,076 B2, CA 2,714,679,

and other patents pending

ING

D P

FIL

E.D

M E

BH JH CC

N O

12/9/2024

SCALE: 1" = 50'

GRADING PLAN - 99+50 TO 114+00.00D1

SCALE: 1" = 50'

GRADING PROFILE - 99+50 TO 114+00.00A1

V2-C-201

-C -2

D1 V2-C-302

D1 V2-C-304

NOTES:

1. SEE VOLUME 1 DRAWINGS FOR CAUSEWAY FILL AND ARMOR ROCK DETAILS

2. SEE VOLUME 2 DRAWING S-111 FOR HIGH MAST LIGHT FOUNDATION STATIONS AND OFFSETS

D1 V2-C-305

O R

R O

C K

O N

O U

15'

ROADWAY

*SHDLR

WIDTH

WIDTH = 10 STA. 100+00.00 TO 103+91.18

WIDTH = 10 - 12 STA. 103+91.18 TO 104+00.00

15'

ROADWAY

SCALE: 1" = 20'

NOME ARTIC ROADWAY SECTION 100+00 TO 104+00A

15'

* SHLDR WIDTH

3.0%

AGGREGATE SURFACE COURSE.

SEE DETAIL ON SHEET V2-C-401

FILL

SEE VOLUME 1 TYPICAL SECTION

SHEETS FOR INFORMATION ON

THE ROCK ARMOR

SEE VOLUME 1 TYPICAL SECTION

SHEETS FOR THE LAYOUT OF THE

ROCK ARMOR

MATCH TO THE EDGE

OF THE ARMOR ROCK

MATCH TO THE EDGE

OF THE FILTER LAYER

EXISTING

GROUND

1V:3H MAX

3.0%

PROFILE GRADE POINT

1.5%

1V:3H MAX

15'

ROADWAY

15'

ROADWAY 15'

STA. 104+00 TO 110+08.26

GRAVEL SECTION CONTINUES. SEE

GRADING SHEETS FOR LIMITS

1.5%1.5%

AGGREATE SURFACE COURSE.

SEE DETAIL ON SHEET V2-C-401

SEE VOLUME 1 TYPICAL SECTION

SHEETS FOR THE LAYOUT OF THE

ROCK ARMOR

FILL

MATCH TO THE EDGE

OF THE ARMOR ROCK

EXISTING

GROUND

1V:3H MAX

3.0% 3.0%

PROFILE GRADE POINT

12'

SCALE: 1" = 20'

NOME ARTIC ROADWAY SECTIONB

15'

ROADWAY

15'

ROADWAY

CL 12.0'

SHLDR

SEE VOLUME 1 TYPICAL SECTION

SHEETS FOR INFORMATION ON

THE ARMOR ROCK

SEE VOLUME 1 TYPICAL SECTION

SHEETS FOR THE LAYOUT OF THE

ARMOR ROCK

3.0%

STA. 110+08.26 TO 111+65.22

1V:3H MAX

MATCH TO THE EDGE

OF THE ARMOR ROCK

AGGREGATE SURFACE COURSE.

SEE DETAIL ON SHEET V2-C-401

EXISTING

GROUND

1V:3H MAX

MATCH TO THE EDGE OF

FILTER LAYER

3.0%

PROFILE GRADE POINT

FILL

1.5%

SCALE: 1" = 20'

NOME ARTIC ROADWAY SECTIONC

4.5'

SHLDR

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SHEET OF

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ON ORIGINAL DRAWING

0 1"

N O

M E, A

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90%

-2 5-

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D ra w in g j:\

\2 no m e ar ct ic p or t e xp an si on

\d ra w in gs (r ed uc ed s co pe

)\0

R oa dw ay

S ec tio ns

.d w g la st s av ed o n

w as p lo tte d by

W ill

Th om ps on o n

OPEN CELLTM, OPEN CELL SHEET PILETM and OCSPTM are PND Engineers, Inc. registered trademarks.

PND Engineers, Inc.'s OPEN CELL Technology is Patented.

PATENTS - US 10,024,017 B2, US 10,145,076 B2, CA 2,714,679,

and other patents pending

Y S

TIO

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BH JH CC

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12/9/2024

V2-C-301

-C -3

NOTES:

1. SEE VOLUME 1 DRAWINGS FOR CAUSEWAY FILL AND ARMOR ROCK DETAILS

OFFSET

-80

-60

-40

-20

-80

-60

-40

-20

0 20 40 60 80 100 120 140 160 180 200 2200-20-40-60-80-100-120-140-160-180-200-220-240-260

SECTION VIEW 103+00D1

HORIZ SCALE: 1" = 20'

VERT SCALE: 1" = 20'

V2-C-201

D R

D W

G S

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REFERENCE

NUMBER:

SHEET OF

1 2 3 4 5 6 7 8 9 10 11 12

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

N O

M E, A

O F

E M

- P

90%

-2 5-

R-

D ra w in g j:\

\2 no m e ar ct ic p or t e xp an si on

\d ra w in gs (r ed uc ed s co pe

)\0 8-

G ra di ng S ec tio ns .d w g la st s av ed o n

/1 9/

w as p lo tte d by W ill Th om ps on o n

/1 9/

OPEN CELLTM, OPEN CELL SHEET PILETM and OCSPTM are PND Engineers, Inc. registered trademarks.

PND Engineers, Inc.'s OPEN CELL Technology is Patented.

PATENTS - US 10,024,017 B2, US 10,145,076 B2, CA 2,714,679,

and other patents pending

08-

ING

ION

S.D

BH JH CC

N O

V2-C-302

-C -3

NOTES:

1. SEE VOLUME 1 DRAWINGS FOR CAUSEWAY FILL AND ARMOR ROCK DETAILS

AutoCAD SHX Text

ROADWAY

AutoCAD SHX Text

SEAWARD SIDE

AutoCAD SHX Text 3.0%

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

MHHW +1.53'

AutoCAD SHX Text

MLLW +0.00'

AutoCAD SHX Text

30' ROADWAY

AutoCAD SHX Text

HARBOR SIDE

AutoCAD SHX Text 1.5%

ARMOR ROCK

-80

-60

-40

-20

-80

-60

-40

-20

0 20 40 60 80 100 120 140 160 180 200 2200-20-40-60-80-100-120-140-160-180-200-220-240-260

SECTION VIEW 104+50D1

HORIZ SCALE: 1" = 20'

VERT SCALE: 1" = 20'

V2-C-201

D R

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REFERENCE

NUMBER:

SHEET OF

1 2 3 4 5 6 7 8 9 10 11 12

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

N O

M E, A

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- P

90%

-2 5-

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D ra w in g j:\

\2 no m e ar ct ic p or t e xp an si on

\d ra w in gs (r ed uc ed s co pe

)\0 8-

G ra di ng S ec tio ns .d w g la st s av ed o n

/1 9/

w as p lo tte d by W ill Th om ps on o n

/1 9/

OPEN CELLTM, OPEN CELL SHEET PILETM and OCSPTM are PND Engineers, Inc. registered trademarks.

PND Engineers, Inc.'s OPEN CELL Technology is Patented.

PATENTS - US 10,024,017 B2, US 10,145,076 B2, CA 2,714,679,

and other patents pending

08-

ING

ION

S.D

BH JH CC

N O

V2-C-303

-C -3

NOTES:

1. SEE VOLUME 1 DRAWINGS FOR CAUSEWAY FILL AND ARMOR ROCK DETAILS

AutoCAD SHX Text

ROADWAY

AutoCAD SHX Text

X-WYE

AutoCAD SHX Text 3.0%

AutoCAD SHX Text 1.5%

AutoCAD SHX Text

SHEET PILE FACE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

DOCK +15.00'

AutoCAD SHX Text

MHHW +1.53'

AutoCAD SHX Text

MLLW +0.00'

AutoCAD SHX Text

30' ROADWAY

AutoCAD SHX Text

SEAWARD SIDE

AutoCAD SHX Text

HARBOR SIDE

AutoCAD SHX Text

ARMOR ROCK

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text 1.5%

AutoCAD SHX Text

SLOPE AS REQUIRED

-60

-40

-20

-80

-60

-40

-20

0 20 40 60 80 100 120 140 160 180 200 2200-20-40-60-80-100-120-140-160-180-200-220-240-260

D R

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REFERENCE

NUMBER:

SHEET OF

1 2 3 4 5 6 7 8 9 10 11 12

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

N O

M E, A

O F

E M

- P

90%

-2 5-

R-

D ra w in g j:\

\2 no m e ar ct ic p or t e xp an si on

\d ra w in gs (r ed uc ed s co pe

)\0 8-

G ra di ng S ec tio ns .d w g la st s av ed o n

/1 9/

w as p lo tte d by W ill Th om ps on o n

/1 9/

OPEN CELLTM, OPEN CELL SHEET PILETM and OCSPTM are PND Engineers, Inc. registered trademarks.

PND Engineers, Inc.'s OPEN CELL Technology is Patented.

PATENTS - US 10,024,017 B2, US 10,145,076 B2, CA 2,714,679,

and other patents pending

08-

ING

ION

S.D

BH JH CC

N O

V2-C-304

-C -3

NOTES:

1. SEE VOLUME 1 DRAWINGS FOR CAUSEWAY FILL AND ARMOR ROCK DETAILS

SECTION VIEW 108+50.00D1

HORIZ SCALE: 1" = 20'

VERT SCALE: 1" = 20'

V2-C-201

AutoCAD SHX Text

ROADWAY

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

X-WYE

AutoCAD SHX Text 3.0%

AutoCAD SHX Text 1.5%

AutoCAD SHX Text

SHEET PILE FACE

AutoCAD SHX Text

MHHW +1.53'

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

MLLW +0.00'

AutoCAD SHX Text

DOCK +15.00'

AutoCAD SHX Text 1.5%

AutoCAD SHX Text

SEAWARD SIDE

AutoCAD SHX Text

HARBOR SIDE

AutoCAD SHX Text

30' ROADWAY

-60

-40

-20

-80

-60

-40

-20

0 20 40 60 80 100 120 140 160 180 200 2200-20-40-60-80-100-120-140-160-180-200-220-240-260

SECTION VIEW 111+00D1

HORIZ SCALE: 1" = 20'

VERT SCALE: 1" = 20'

V2-C-201

D R

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REFERENCE

NUMBER:

SHEET OF

1 2 3 4 5 6 7 8 9 10 11 12

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

N O

M E, A

O F

E M

- P

90%

-2 5-

R-

D ra w in g j:\

\2 no m e ar ct ic p or t e xp an si on

\d ra w in gs (r ed uc ed s co pe

)\0 8-

G ra di ng S ec tio ns .d w g la st s av ed o n

/1 9/

w as p lo tte d by W ill Th om ps on o n

/1 9/

OPEN CELLTM, OPEN CELL SHEET PILETM and OCSPTM are PND Engineers, Inc. registered trademarks.

PND Engineers, Inc.'s OPEN CELL Technology is Patented.

PATENTS - US 10,024,017 B2, US 10,145,076 B2, CA 2,714,679,

and other patents pending

08-

ING

ION

S.D

BH JH CC

N O

V2-C-305

-C -3

NOTES:

1. SEE VOLUME 1 DRAWINGS FOR CAUSEWAY FILL AND ARMOR ROCK DETAILS

AutoCAD SHX Text

ROADWAY

AutoCAD SHX Text 3.0%

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

MHHW +1.53'

AutoCAD SHX Text

MLLW +0.00'

AutoCAD SHX Text

SEAWARD SIDE

AutoCAD SHX Text

HARBOR SIDE

AutoCAD SHX Text

30' ROADWAY

AutoCAD SHX Text 1.5% t/4

1/ 2"

1/2" MIN

5/8" MAX

NOTES:

1. SPACING AT 10' OC, TRANSVERSE AND LONGITUDINAL

DIRECTIONS

2. NEW SEALANT SHALL BE PROTECTED FROM VEHICLE

AND PEDESTRIAN TRAFFIC UNTIL FULLY CURED PER

SEALANT MANUFACTURES RECOMMENDATIONS

3. REINFORCEMENT NOT SHOWN

1'-2"VARIES

X-WYE

3.5%

1.5

4' -0

POURED JOINT SEALANT, RECESS

TOP OF SEALANT 1/8" BELOW TOP OF SLAB

SAW-CUT JOINT AND SEALANT

FACE SHEET PILE

"F" SHAPE

CONCRETE

BARRIER

6" TYPE K-1,

AGGREGATE SURFACE COURSE

ALL AGGREGATE SURFACE COURSE

MATERIAL TO RECEIVE STABILIZATION

ADMIXTURE PER SPECIFICATIONS

FILL

6" TYPE D-1,

AGGREGATE BASE COURSE

10" CLASS A-A CONCRETE

APRON w/ 40 LBS/CY OF MICRO

REBAR REINFORCEMENT

SEPARATING TAPE BACKER MATERIAL

PIPE RAIL

TOP OF BULKHEAD APRON

FILL

SEE AGGREGATE SURFACE

COURSE DETAIL

CONTROL JOINT. SEE

CONTROL JOINT DETAIL

5/16

3/4" x 4" SHEAR STUD, CL EA FACE SHEET PILE, CENTERED IN APRON

#6 TIE-BAR x 18" LONG @ 12" OC w/ CONTROL JOINT

1'-0"

3'-4"

SAW LINE

NOTES:

1. THE 10" CONCRETE APRON MAY BE SUBSTITUTED WITH A

12" CONCRETE APRON WITH #5 REBAR AT 9" OC, BOTH

WAYS T&B, 3" CLEAR COVER, 6" CLEAR OF CONTROL JOINT.

2. PRECAST "F" SHAPE CONCRETE BARRIERS SHALL

CONFORM TO AK DOT&PF STANDARD DRAWING G-47.00.

PROVIDE REFLECTOR ASSEMBLIES ON THE BARRIERS

MEETING THE REQUIREMENTS OF SECTION 614 OF THE AK

DOT&PF 2020 STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

D3 V2-C-401

CONTROL JOIN DETAIL (CJ)

E9 V2-C-401

AGGREGATE SURFACE COURSE

A7 V2-C-401

BULKHEAD APRON

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REFERENCE

NUMBER:

SHEET OF

1 2 3 4 5 6 7 8 9 10 11 12

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

N O

M E, A

O F

E M

- P

90%

-2 5-

R-

D ra w in g j:\

\2 no m e ar ct ic p or t e xp an si on

\d ra w in gs (r ed uc ed s co pe

)\1

Su rfa ci ng a nd

A pr on D et ai ls .d w g la st s av ed o n

/1 7/

w as p lo tte d by W ill Th om ps on o n

/1 9/

OPEN CELLTM, OPEN CELL SHEET PILETM and OCSPTM are PND Engineers, Inc. registered trademarks.

PND Engineers, Inc.'s OPEN CELL Technology is Patented.

PATENTS - US 10,024,017 B2, US 10,145,076 B2, CA 2,714,679,

and other patents pending

12 S

URF

ACI

AND

RON

TAI

LS.D

BH JH CC

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V2-C-401

-C -4

G A

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SCALE:

NTS

120°

X-WYE

1-2

X-WYE

2-3

EW 1

43 SHEETS X-WYE

TO ANCHOR PILE

TW 1-2

TW 2-3

R34.47'

21 SHEETS X-WYE

TO X-WYE, TYP, UNO

ANCHOR PILE, TYP

X-WYE

3-4

X-WYE

4-5

TW 4-5

TW 3-4

TW 5-6

TW 6-7

TW 7-8

X-WYE

7-8

3°

R34.47'

55 SHEETS

X-WYE TO X-WYE

' M

CLR

TYP

34.47' TYP, UNO

X-WYE TO X-WYE

X-WYE

5-6

X-WYE

6-7

60°

TYP

ONSHORE BOLLARD 1

N: 3834069.17 E: 1728584.17

X-WYE

1-2

TW 1-2

EW 1

CELL DESIGNATION, TYP

ANCHOR PILE, TYP

TAILWALL DESIGNATION, TYP

ENDWALL DESIGNATION, TYP

X-WYE

5-6

X-WYE DESIGNATION, TYP

10111516

TW 5-6

X-WYE

10-11

X-WYE

15-16

X-WYE

20-21

NOTE:

CELL & TAILWALL DESIGNATION LABELS

PARTIALLY SHOWN FOR CLARITY

SHORE BOLLARD, TYP

-9

EW 25

X-WYE

24-25

TW 24-25

20 19

TW 18-19

0°

43 SHEETS X-WYE

TO ANCHOR PILE

R34.47'

X-WYE

18-19

153°

R34.47'

55 SHEETS

X-WYE TO X-WYE

X-WYE

20-21

X-WYE

19-20

ONSHORE BOLLARD 2

N: 3834641.34 E: 1728748.51

TW 20-21

TW 19-20

EW 25

TW 24-25X-WYE

24-25

X-WYE

23-24

X-WYE

22-23

X-WYE

21-22

TW 23-24

TW 22-23

TW 21-22

0 60 120 180 FT30

D R

D W

G S

O N

D R

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O N

E D

C O

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C H

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U .S

. A R

M Y

R D

H O

E, A

A C

O R

REFERENCE

NUMBER:

SHEET OF

1 2 3 4 5 6 7 8 9 10 11 12

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

N O

M E, A

O F

E M

- P

90%

-2 5-

R-

D ra w in g j:\

\2 no m e ar ct ic p or t e xp an si on

\d ra w in gs (r ed uc ed s co pe

)\1

Sh ee t P ile

L ay ou t.d w g la st s av ed o n

/1 6/

w as p lo tte d by W ill Th om ps on o n

/1 9/

OPEN CELLTM, OPEN CELL SHEET PILETM and OCSPTM are PND Engineers, Inc. registered trademarks.

PND Engineers, Inc.'s OPEN CELL Technology is Patented.

PATENTS - US 10,024,017 B2, US 10,145,076 B2, CA 2,714,679,

and other patents pending

T P

ILE

.DW

BH JH CC

N O

NOTES:

1. PS31 SHEETS MAY BE SUBSTITUTED FOR PS27.5 SHEETS.

2. FENDER PILES NOT SHOWN FOR CLARITY, SEE S-109 AND

V2-S-110 FOR FENDER DETAILS.

3. FENDER PILES MAY HAVE ENERGY ABSORBER

ATTACHMENTS OR A HDPE SLEEVE, DEPENDING ON

LOCATION.

4. X-WYE LENGTHS DO NOT INCLUDE 12-INCH EXTENSION

OF FULL-WIDTH PS31 SHEET PILE SECTIONS. SEE

V2-S-102 FOR X-WYE DETAILS.

SHEET PILE LAYOUT

0 20 40 60 FT10

SHEET PILE LAYOUT DETAILS

V2-S-101

-S -1

U C

PILE QUANTITIES

PILE TYPE LENGTH QUANTITY

PS31 75' 240

PS31 (EXTRA) 75' 14

PS31 70' 376

PS27.5 70' 92

PS27.5 65' 92

PS27.5 60' 667

X-WYE 75' 9

X-WYE (EXTRA) 75' 1

X-WYE 70' 15

ANCHOR 70' 2

ANCHOR 60' 23

FENDER PILE 90' 20

BOLLARD PILE 40' 2

X-WYE PILE

LOCATIONS

X-WYE

1-2

2-3

3-4

4-5

5-6

6-7

7-8

8-9

9-10

10-11

11-12

12-13

13-14

14-15

15-16

16-17

17-18

18-19

19-20

20-21

21-22

22-23

23-24

24-25

NORTHING

3834681.56

3834672.03

3834662.51

3834652.99

3834595.19

3834562.06

3834528.94

3834495.81

3834462.67

3834429.54

3834396.42

3834363.29

3834330.16

3834297.03

3834263.90

3834230.77

3834197.64

3834164.51

3834131.38

3834098.25

3834067.28

3834076.80

3834086.32

3834095.83

EASTING

1728634.56

1728667.69

1728700.82

1728733.95

1728767.87

1728758.35

1728748.83

1728739.30

1728729.80

1728720.28

1728710.76

1728701.23

1728691.71

1728682.19

1728672.67

1728663.16

1728653.64

1728644.12

1728634.60

1728625.07

1728565.64

1728532.51

1728499.38

1728466.25

NOTE:

ORIENTATION OF KNUCKLES IS CRITICAL

NTS

INCORRECT CORRECT INCORRECT

SHEET PILE INTERLOCK TYPICAL DETAIL

ANCHOR PILE SECTION

NTS

PS27.5/PS31

NTS

5/16 5/16

HP 14x89

1/2 WIDTH SHEET PILE

CENTERED ON HP

19.69"

SHEET PILE

60°

120°

CJP,

BACKGOUGE,

100% MT

PS31 SHEET PILE

(FULL WIDTH)

FACE

3/8

X-WYE SECTION

TAILWALL

60°

℄ F

NTS PATENT PENDING

NOTES:

1. ORIENTATION OF KNUCKLES IS CRITICAL.

2. FULL-WIDTH PS31 SHEET PILE SHALL EXTEND

12 INCHES ABOVE 1/2 PC PS31 SHEET PILE

(SEE ISOMETRIC DETAIL).

3. X-WYE LENGTHS SHOWN IN "PILE QUANTITIES"

TABLES DO NOT INCLUDE 12-INCH EXTENSION

OF FULL-WIDTH PS31 SHEET PILE.

4. MAGNETIC PARTICLE TESTING (MT) SHALL BE

PERFORMED BY NDT LEVEL 3 INSPECTOR.1/2 PC PS31

SHEET PILE

X-WYE

ISOMETRIC DETAIL

1' -0

PS31 SHEET PILE

EXTENSION (FULL WIDTH)

1/2 PC PS31

SHEET PILE

NTS PATENT PENDING

SHEET PICKING/SNIPE DETAIL

NTS

ALTERNATE 1 ALTERNATE 2

TOP OF SHEET

1/8" RIM TO REMAINFINGER SECTION

REMOVE INTERLOCK THUMB

SECTION IF NECESSARY,

ALLOWABLE TOP OF SHEET

ONLY

SMOOTH CURVE,

GRIND SMOOTH, NO

TORCH KERF

2"Ø PICKING EYE

30° INSIDE BEVEL, TYP T&B

OF SHEETS

2"Ø PICKING EYE

TOP OF SHEET

EXPANSION FROM TAILWALL SHEET

INTERLOCK ENGAGEMENT, TYP

PLAN X-WYE

COORDINATE

PLAN INSTALLATION RADIUS

(CL OF SHEET WEB)

CONTRACTOR TEMPLATE RADIUS TO ACHIEVE

PLAN CELL GEOMETRY

NOTE:

CONTRACTOR TEMPLATE SHALL ACCOUNT FOR INTERLOCK

KNUCKLE WIDTH TO ALLOW INSTALLATION OF SHEETS AT

PLAN RADII

CELL DETAIL

X-WYE PILE, TYP

TAILWALL, TYP

PLAN X-WYE

COORDINATE

APPROXIMATE FINAL CELL

EXPANDED SHAPE

EXPANSION FROM FACE SHEET INTERLOCK ENGAGEMENT.

(VARIES WITH FACE SHEET NUMBER AND RADIUS), TYP

INSTALLED FACE SHEET,

TYP

NTS

PIPE RAIL DETAILS

NTS

PIPE RAIL

4" Ø STD PIPE

2"x6" SCUPPER

EVERY 3RD SHEET

CONCRETE

BULKHEAD

APRON

FACE BEAM

NOTE:

SEE BULKHEAD APRON DETAIL,

SHEET V2-C-501 FOR

ADDITIONAL DETAILS

5/16

65/16 EACH

SHEET6

TYPSLOPE 1.5% TO

MATCH DOCK SLOPE

& END WALL DETAILS5/16

D R

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U .S

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M Y

R D

H O

E, A

A C

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REFERENCE

NUMBER:

SHEET OF

1…

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File details come from the government source that posted it. Updated Jan 8, 2025.