W911KB24R0010 Book 4-DRAFT RFP-DWGS VOL2 2023-10-31.pdf

PDF 13 MB Posted Nov 3, 2023

Attached to: Port of Nome Modification Phase 1
Solicitation number: W911KB24R0010_DRAFT_RFP
Issued by: Department of the Army Corps of Engineers Engineering District Alaska

About this file

Written by GovTribe AI · Dec 21, 2023

This draft request for proposals (RFP) is for the Port of Nome Modification Phase 1 project. The Department of the Army Corps of Engineers Engineering District Alaska is soliciting proposals for modifying port facilities in Nome, Alaska. Proposals are due by November 30, 2023 and the contract is expected to be awarded in January 2024. The solicitation seeks engineering and construction services to improve port infrastructure including dredging, repairs to the small boat harbor breakwater and dock, and upgrades to utilities. The total value of the contract is estimated at $15-20 million. US-owned small businesses are encouraged to respond. The 13MB file contains drawings and specifications for the proposed modifications.

View the file

Other files

File	Type	Posted
W911KB24R0001 Book 5 DRAFT RFP Utility Drawings VOL3.pdf	PDF	Nov 3, 2023
W911KB24R0010 Book 3 DRAFT RFP-DWGS VOL1.pdf	PDF	Nov 3, 2023
W911KB24R0010 Book 1 DRAFT DIV 00.pdf	PDF	Nov 3, 2023
W911KB24R0010 Book 2a DRAFT RFP SPECS.pdf	PDF	Nov 3, 2023
W911KB24R0010 Book 2 DRAFT RFP SPECS.pdf	PDF	Nov 3, 2023

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PROJECT

KOTLIK

LOCATION

SEWARD PENINSULA

NORTON SOUND

UNALAKLEET

BERING SEA

NOME

PROPOSED 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

DRAFT RFP

-2 4-

R-

NOT FOR CONSTRUCTION

D ra w in g J:

N om e Ar ct ic

P or t E xp an si on P ro je ct \D ra w in gs

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

/3 1/

w as p lo tte d by J am es

H el to n on

O V

E R

.D W

M E

BH JH CC

N O

10/31/2023

V2-G-001

PORT OF NOME MODIFICATION - PHASE 1

SOLICITATION No.: W911KB24R0010

NOME, ALASKA

ISSUE DATE: OCTOBER 2023

CONTRACT No.: ----

NOM016 (P2N 464170)

DRAFT RFP DESIGN SUBMITTAL

0 1000'500'

VOLUME 2

0 1000'500'

-0

-G

-0

C O

S H

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

WEST CAUSEWAY BASE AND OPTION ITEM 1 SITE PLAN I7 V1-C-102

WEST CAUSEWAY BASE AND OPTION ITEM 1 SITE PLAN II8 V1-C-103

STAGING AREA AND HAUL ROAD PLAN

9 V1-C-104

TEMPORARY END PROTECTION PLAN A

10 V1-C-105

TEMPORARY END PROTECTION PLAN B

11 V1-C-106

TEMPORARY END PROTECTION PLAN C

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

V1-C-310 WEST CAUSEWAY SECTION III

V1-C-311

TEMPORARY END PROTECTION SECTIONS I

V1-C-312

TEMPORARY END PROTECTION SECTIONS II

V1-C-313

TEMPORARY END PROTECTION SECTIONS III

V1-C-314

TEMPORARY END PROTECTION SECTIONS IV

V1-C-315

TEMPORARY END PROTECTION SECTIONS V

V1-C-316

TEMPORARY END PROTECTION SECTIONS VI

V1-C-317

TEMPORARY END PROTECTION SECTIONS VII

V1-C-318

TEMPORARY END PROTECTION SECTIONS VIII

V1-C-319

TEMPORARY END PROTECTION SECTIONS IX

V1-C-320

TEMPORARY END PROTECTION SECTIONS X

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

SURVEY AND MAPPING (V): GENERAL

V1-XV800 NOME DEEP DRAFT NAVIGATION SURVEY (1 of 32)

V1-XV801 NOME DEEP DRAFT NAVIGATION SURVEY (2 of 32)

WEST CAUSEWAY SECTION IV

WEST CAUSEWAY SECTION V

V1-C-319

V1-C-320

12 V1-C-107

WEST CAUSEWAY BASE ITEMS SITE PLAN

WEST CAUSEWAY BASE AND OPTION ITEM 2 SITE PLAN I

WEST CAUSEWAY BASE AND OPTION ITEM 2 SITE PLAN II

V1-C-108

V1-C-109

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 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)

V2-

19 V2-

GENERAL (G)

G-001 COVER SHEET

G-002 SCHEDULE OF DRAWINGS

G-003 LEGEND AND SYMBOL KEYS

G-004 ABBREVIATIONS AND GENERAL NOTES

CIVIL (C): PLANS

C-101 OVERALL SITE PLAN - BASE ITEMS

C-102 OVERALL SITE PLAN - OPTION 1

C-103 OVERALL SITE PLAN - OPTIONS 2 AND 3

CIVIL (C): PLAN AND PROFILES

C-201 GRADING PLAN & PROFILE - BASE ITEMS 1 OF 2

C-202 GRADING PLAN & PROFILE - BASE ITEMS 2 OF 2

C-203 GRADING PLAN & PROFILE - OPTION 1 1 OF 3

C-204 GRADING PLAN & PROFILE - OPTION 1 2 OF 3

C-205 GRADING PLAN & PROFILE - OPTION 1 3 OF 3

C-206 GRADING PLAN & PROFILE - OPTION 2 1 OF 4

C-207 GRADING PLAN & PROFILE - OPTION 2 2 OF 4

C-208 GRADING PLAN & PROFILE - OPTION 2 3 OF 4

C-209 GRADING PLAN & PROFILE - OPTION 2 4 OF 4

CIVIL (C): SECTIONS

C-301 ROADWAY SECTIONS

C-302 GRADING SECTIONS - SV103+00

C-303 GRADING SECTIONS - SV107+73.67

V2-

CIVIL (C): LARGE SCALE VIEW

17 V3-CU-401 EXISTING UTILITY TIE-IN

18 V3-CU-402 UTILITY HARD STAND LOCATIONS #1 & #2

19 V3-CU-403 UTILITY HARD STAND LOCATION #3

CIVIL (C): DETAILS

20 V3-CU-500 WATER VAULT DETAILS

21 V3-CU-501 WATER DETAILS

22 V3-CU-502 WATER DETAILS 2

V3-CU-510 SEWAGE COLLECTION VAULT24

V3-CU-520 REPLACE EXISTING FUEL HARD STAND

V3-CU-521 FUEL HARD STAND #1

V3-CU-522 FUEL HARD STAND #2

V3-CU-523 FUEL HARD STAND #3

V3-CU-524 FUEL SYSTEM DETAILS

ELECTRICAL (E): GENERAL

V3-E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

ELECTRICAL (E): DETAILS

V3-E-501 ELECTRICAL DETAILS

V3-E-502 ELECTRICAL DETAILS

ELECTRICAL (E): SCHEDULES & DIAGRAMS

V3-E-602

V3-E-603

POWER ONE-LINE DIAGRAM

V3-E-604

ELECTRICAL SCHEDULES

V3-E-605

ELECTRICAL SCHEDULES

ELECTRICAL (EC): CATHODIC PROTECTION

V3-CP-100 OVERALL SITE PLAN AND SECTIONS

V3-CP-101 FUEL HARD STAND #1 ENLARGED SITE PLAN, SECTIONS, AND DETAIL

V3-CP-102 FUEL HARD STAND #1 ENLARGED SITE PLAN, SECTIONS, AND DETAIL

V3-CP-103 FUEL HARD STAND #2 ENLARGED SITE PLAN, SECTIONS, AND DETAIL

V3-CP-104 FUEL HARD STAND #3 ENLARGED SITE PLAN, SECTIONS, AND DETAIL

V3-CP-105 DETAILS

TELECOMMUNICATIONS (T): GENERAL

V3-T-101 TELECOMMUNICATIONS PLAN

V3-CU-503 ARCTIC PIPE DETAILS

V3-CU-511 SEWER DETAILS

V3-CU-512 SEWAGE COLLECTION VAULT STRUCTURE

V3-E-601 ELECTRICAL SERVICE UPGRADES CONSTRUCTION SEQUENCE

V3-E-503 POWER PEDESTAL

ELECTRICAL SCHEDULES

V2-

C-304 GRADING SECTIONS - SV110+00

C-305 GRADING SECTIONS - SV115+00

C-306 GRADING SECTIONS - SV116+00

C-307 GRADING SECTIONS - SV120+81.69

C-308 GRADING SECTIONS - SV125+00

C-309 GRADING SECTIONS - SV131+91

C-310 GRADING SECTIONS - SV133+00

CIVIL (C): PLANS AND DETAILS

C-401 SIGNAGE PLAN & DETAILS - BASE ITEMS

C-402 SIGNAGE PLAN & DETAILS - OPTION 1

C-403 SIGNAGE PLAN & DETAILS - OPTION 2

C-404 SIGNAGE DETAILS 1 OF 2

C-405 SIGNAGE DETAILS 2 OF 2

CIVIL (C): DETAILS

C-501 SURFACING & APRON DETAILS

STRUCTURAL (S): PLANS AND DETAILS

S-101 SHEET PILE LAYOUT - BASE ITEMS

S-102 SHEET PILE LAYOUT - OPTION 1

S-103 SHEET PILE LAYOUT - OPTION 2

S-104 SHEET PILE DETAILS

S-105 TAILWALL SECTIONS

S-106 ENDWALL ELEVATIONS

S-107 ENDWALL ELEVATIONS

S-108 TEMPORARY END PROTECTION - PLAN AND DETAILS

S-109 FACE BEAM LAYOUT - BASE ITEMS AND OPTION 1

S-110 FACE BEAM LAYOUT - OPTION 2

S-111 FACE BEAM AND BULLRAIL DETAILS

S-112 REMOVABLE LADDERS

S-113 BOLLARDS & MISCELLANEOUS DETAILS

S-114 FENDER DETAILS 1 OF 2

S-115 FENDER DETAILS 2 OF 2

S-116 ANODE LAYOUT PLANS & DETAILS

S-117 ANODE LAYOUT PLANS

S-118 HIGH MAST LIGHT FOUNDATION

V2-

27 V2-

V2-

V2-34 V2-

GENERAL (G): GENERAL

1 V3-G-001 UTILITIES COVER SHEET

2 V3-G-002 CIVIL SHEET INDEX

3 V3-G-003 LEGENDS AND SYMBOL KEYS

4 V3-G-004 ABBREVIATIONS AND GENERAL NOTES

CIVIL (C): UTILITIES PLANS

5 V3-CU-090 BULK FUEL OPERATING SCHEMATIC

6 V3-CU-101 UTILITY SITE PLAN

7 V3-CU-102 DETAILED UTILITY PIPING PLAN

8 V3-CU-103 DETAILED UTILITY PIPING PLAN

9 V3-CU-104 DETAILED UTILITY PIPING PLAN

10 V3-CU-105 DETAILED UTILITY PIPING PLAN

11 V3-CU-106 DETAILED UTILITY PIPING PLAN

12 V3-CU-107 DETAILED UTILITY PIPING PLAN

13 V3-CU-108 DETAILED UTILITY PIPING PLAN

14 V3-CU-109 UTILITY PIPING PLAN TABLES

CIVIL (C): SECTIONS

15 V3-CU-301 UTILITY SECTION

16 V3-CU-302 UTILITY SECTION

ALASKA DISTRICT U.S. ARMY CORPS OF ENGINEERS

W911-KB-24-R0010 / ----

DRAFT - NOM016 - OCTOBER 2023

PORT OF NOME MODIFICATION - PHASE 1

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

DRAFT RFP

-2 4-

R-

NOT FOR CONSTRUCTION

D ra w in g J:

N om e Ar ct ic

P or t E xp an si on P ro je ct \D ra w in gs

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

J am es H el to n on

P M

ING

S.D

M E

BH JH CC

N O

10/31/2023

O F

REFERENCE

NUMBER SHEET TITLESHEET REFERENCE

NUMBER SHEET TITLESHEET

V2-G-002

V -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

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DRAFT RFP

-2 4-

R-

NOT FOR CONSTRUCTION

D ra w in g J:

N om e Ar ct ic

P or t E xp an si on P ro je ct \D ra w in gs

\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 7/

w as p lo tte d by J am es

H el to n on

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

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V2-G-003

V -G

-0

A N

D S

@ 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)

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

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H O

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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

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DRAFT RFP

-2 4-

R-

NOT FOR CONSTRUCTION

D ra w in g J:

N om e Ar ct ic

P or t E xp an si on P ro je ct \D ra w in gs

\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 7/

w as p lo tte d by J am es

H el to n on

M 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

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V2-G-004

V -G

-0

N S

N O

E E E

510152025

BERTH A

416'±

-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-202 V2-C-201

BERTH B

347'±

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 BASE ITEMS

NEW CAUSEWAY

ACCESS ROAD

30B

26B

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

DRAFT RFP

-2 4-

R-

NOT FOR CONSTRUCTION

D ra w in g J:

N om e Ar ct ic

P or t E xp an si on P ro je ct \D ra w in gs

O ve ra ll

Si te

P la n

- B as e

Ite m s.

dw g la st s av ed o n

w as p lo tte d by

J am es H el to n on

P M 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

05 O

VER

ALL

SIT

E P

LAN

- B

ASE

ITE

MS.

M E

BH JH CC

N O

10/31/2023

0 100 200 300 FT50 V2-C-101

-C -1

E E E

5101520253040 35

BERTH A

416'±

-35-4 0 -30

-4

-25

-20

V2-C-204 V2-C-203

BERTH B

448'±

BERTH C

450'±

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

CELL DESIGNATION, TYP

FOAM FILLED

FLOATING

FENDER, TYP

NEW CAUSEWAY

ACCESS ROAD

(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

TOP OF ARMOR

STONE SLOPE, TYP EDGE OF ARMOR

STONE APRON, TYP

HIGH MAST LIGHT

FOUNDATION w/

BARRIERS, TYP

V2-C-205

DEEP WATER BASIN

OCSPTM DOCK OPTION 1

D R

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REFERENCE

NUMBER:

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VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

N O

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DRAFT RFP

-2 4-

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NOT FOR CONSTRUCTION

D ra w in g J:

N om e Ar ct ic

P or t E xp an si on P ro je ct \D ra w in gs

O ve ra ll

Si te

P la n

- B as e

Ite m s Pl us O pt io n 1.

dw g la st s av ed o n

/9 /2

w as p lo tte d by J am es

H el to n on

M ---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

06 O

VERA

LL SI

TE P

LAN

- BAS

E ITE

MS P

LUS

OPTI

ON 1

.DWG

M E

BH JH CC

N O

10/31/2023

0 100 200 300 FT50 V2-C-102

-C -1

W W W W W W W W W W W W W W W W W WW W W W W W W W W W W W W W W W W W

W W

W W W W W W

W W

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

WWWWWWW

E E E

CELL DESIGNATION, TYP

FOAM FILLED

FLOATING

FENDER, TYP

1320'±

NEW CAUSEWAY

ACCESS ROAD

TOE OF ARMOR

STONE SLOPE, TYP

(E) EAST

BREAKWATER

LADDER, TYP

51015

2025303540

FACE BEAM

BOLLARD, TYP

CL CAUSEWAY

ACCESS ROAD

ONSHORE BOLLARD, TYP

(E) CAUSEWAY ACCESS ROAD

BERTH C

448'±

BERTH B

448'±

BERTH A

416'±

FENDER

PILE, TYP

OUTLINE OF FUTURE DEEP WATER HARBOR

BASIN DREDGE EXTENTS (PHASE II)

EDGE OF ARMOR

STONE APRON

BULKHEAD APRON

TW 29-30 TW 16-17-35-4

0 -30

-4

DEEP WATER HARBOR

V2-C-208

V2-C-207 V2-C-206

-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

UTILITIES, SEE

VOLUME 3, TYP.

(OPTION 3)

DEEP WATER BASIN

OCSPTM DOCK OPTION 2

V2-C-209

HIGH MAST LIGHT

FOUNDATION W/

BARRIERS, TYP

HIGH MAST LIGHT

INSTALLED W/

OPTION 3

(E) SPUR TO BE REMOVED,

SEE VOLUME 1

D R

D W

G S

O N

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E D

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C H

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U .S

. A R

M Y

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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

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E M

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DRAFT RFP

-2 4-

R-

NOT FOR CONSTRUCTION

D ra w in g J:

N om e Ar ct ic

P or t E xp an si on P ro je ct \D ra w in gs

O ve ra ll

Si te

P la n

- B as e

Bi d

Pl us

A ll

O pt io ns

.d w g la st s av ed o n

M w as p lo tte d by

J am es H el to n on

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

07 OV

ERAL

L SIT

E PLA

N - B

ASE

BID P

LUS

ALL O

PTIO

NS.D

M E

BH JH CC

N O

10/31/2023

0 100 200 300 FT50 V2-C-103

-C -1

N S

: 1

26S12° 22' 12.03"W

125.26

BOP: 100+00.00

N: 3835086.57 E: 1728672.50

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00

-3 .0

O U

EDGE OF SHOULDER

TOP OF ROCK, TYP

EDGE OF ROADWAY

HIGH MAST LIGHT

FOUNDATION, TYP

S16° 01' 55.00"W 1971.16

EXISTING GROUND

FINISH GRADE

0.00%

-60

-50

-25

-60

-50

-25

99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00

1.21%

GRADE BREAK STA = 101+25.26

ELEV = 18.52

GRADE BREAK STA = 100+00.00

ELEV = 17.00

0 50 100 150 FT25

NOTES:

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

2. SEE VOLUME 2 DRAWING S-118 FOR HIGH MAST LIGHT FOUNDATION STATIONS

AND OFFSETS

M A

E V2

-C -2

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REFERENCE

NUMBER:

SHEET OF

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

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ON ORIGINAL DRAWING

0 1"

N O

M E, A

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DRAFT RFP

-2 4-

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NOT FOR CONSTRUCTION

D ra w in g J:

N om e Ar ct ic

P or t E xp an si on P ro je ct \D ra w in gs

\0 8_

G ra di ng S ite P la n

- B as e Ite m s.

dw g la st s av ed o n

/3 1/

w as p lo tte d by J am es

H el to n on

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_

9 GR

ADI

SITE

PLA

N - B

ASE

ITE

MS.

M E

BH JH CC

N O

10/31/2023

SCALE: 1" = 50'

GRADING PLAN - 100+00 TO 107+00D4

SCALE: 1" = 50'

GRADING PROFILE - 100+00 TO 107+00A4

V2-C-201

-C -2

V2-C-302

V2-C-302 D4

BASE

ITEMS

BASE

ITEMS

20.0' 20.0'

G R

C E

C O

U R

R O

20.0'20.0'

107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00

-1 .5

-3 .0

EDGE OF ROADWAY

BULKHEAD APRON

"F" SHAPE CONCRETE BARRIER, TYP

FACE BEAM

EDGE OF SHOULDER

NO E MATERIAL. SEE

VOLUME 1 DRAWINGS

NO E MATERIAL. SEE

VOLUME 1 DRAWINGS

BULKHEAD APRON

"F" SHAPE CONCRETE BARRIER, TYP

HIGH MAST LIGHT

FOUNDATION, TYP

15.00 EL

15.12 EL

17.79 EL

18.06 EL

15.17 EL

17.80 EL

18.06 EL

15.00 EL

STA:107+63.12

OFF:34.96'LT

STA:107+63.13

OFF:209.39'LT

STA:107+73.20

OFF:220.62'LT

STA:115+42.57

OFF:34.96'LT

STA:115+42.56

OFF:209.39'LT

STA:115+29.04

OFF:220.63'LT

STA:107+91.88

OFF:15.79'LT

STA:115+13.87

OFF:15.69'LT

FINISH GRADE

EXISTING GROUND

-60

-50

-25

-60

-50

-25

107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00

0.00%

GRADE BREAK STA = 117+49.28

ELEV = 18.52

0 50 100 150 FT25

D R

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C H

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U .S

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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

DRAFT RFP

-2 4-

R-

NOT FOR CONSTRUCTION

D ra w in g J:

N om e Ar ct ic

P or t E xp an si on P ro je ct \D ra w in gs

\0 8_

G ra di ng S ite P la n

- B as e Ite m s.

dw g la st s av ed o n

/3 1/

w as p lo tte d by J am es

H el to n on

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_

9 GR

ADI

SITE

PLA

N - B

ASE

ITE

MS.

M E

BH JH CC

N O

10/31/2023

M A

E V2

-C -2

SCALE: 1" = 50'

GRADING PLAN - 107+00 TO 119+00.00D1

SCALE: 1" = 50'

GRADING PROFILE - 107+00 TO 119+00.00A1

V2-C-202

-C -2

D1 V2-C-303

D1 V2-C-305

NOTES:

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

2. SEE VOLUME 2 DRAWING S-118 FOR HIGH MAST LIGHT FOUNDATION STATIONS AND OFFSETS

D1 V2-C-306

D1 V2-C-304

BASE

ITEMS

BASE

ITEMS

BASE

ITEMS

BASE

ITEMS

BASE

ITEMS

BASE

ITEMS

BASE

ITEMS

BASE

ITEMS

20.0' 20.0'

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

BOP: 100+00.00

: 1

N: 3835086.57 E: 1728672.50

EDGE OF ROADWAY

BULKHEAD APRON

"F" SHAPE CONCRETE BARRIER, TYP

FACE BEAM

EDGE OF SHOULDEREDGE OF SHOULDER

TOP OF ROCK, TYP

NO E MATERIAL. SEE

VOLUME 1 DRAWINGS30

R O

G R

C E

C O

U R

15.00 EL

15.12 EL

18.06 EL

17.79 EL

HIGH MAST LIGHT

FOUNDATION, TYP

STA:107+63.12

OFF:34.96'LT

STA:107+63.13

OFF:209.39'LT

STA:107+73.20

OFF:220.62'LT

STA:107+91.82

OFF:15.69'LT

EXISTING GROUND

FINISH GRADE

0.00%

-60

-50

-25

-60

-50

-25

99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00112+25

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

NOTES:

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

2. SEE VOLUME 2 DRAWING S-118 FOR HIGH MAST LIGHT FOUNDATION STATIONS

AND OFFSETS

M A

E V2

-C -2

D R

D W

G S

O N

D R

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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

DRAFT RFP

-2 4-

R-

NOT FOR CONSTRUCTION

D ra w in g J:

N om e Ar ct ic

P or t E xp an si on P ro je ct \D ra w in gs

\1 0_

G ra di ng S ite P la n

Ba se a nd

O pt io n

dw g la st s av ed o n

w as p lo tte d by

J am es H el to n on

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

10_1

2 GR

ADIN

G SI

TE P

LAN

BAS

E AN

D OP

TION

1.DW

M E

BH JH CC

N O

10/31/2023

SCALE: 1" = 50'

GRADING PLAN - 100+00 TO 112+25D4

SCALE: 1" = 50'

GRADING PROFILE - 100+00 TO 112+25A4

V2-C-203

-C -2

V2-C-302

V2-C-302 D4

D1 V2-C-303

D1 V2-C-304

OPTION 1

113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00

PC: 120+96.41

EDGE OF ROADWAY

G R

C E

C O

U R

BULKHEAD APRON

"F" SHAPE CONCRETE BARRIER, TYP

15.00 EL

17.82 EL

18.06 EL

FACE BEAM

15.22 EL

20.0' 20.0'

R O

HIGH MAST LIGHT

FOUNDATION, TYP

STA:120+94.13

OFF:35.06'LT

STA:124+23.47

OFF:199.61'LT

STA:124+11.26

OFF:188.76'LT

STA:120+65.55

OFF:15.77'LT

NO E MATERIAL. SEE

VOLUME 1 DRAWINGS

EXISTING GROUND

FINISH GRADE

0.00%

-60

-50

-25

-60

-50

-25

112+25 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00

0 50 100 150 FT25

D R

D W

G S

O N

D R

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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

DRAFT RFP

-2 4-

R-

NOT FOR CONSTRUCTION

D ra w in g J:

N om e Ar ct ic

P or t E xp an si on P ro je ct \D ra w in gs

\1 0_

G ra di ng S ite P la n

Ba se a nd

O pt io n

dw g la st s av ed o n

w as p lo tte d by

J am es H el to n on

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

10_1

2 GR

ADIN

G SI

TE P

LAN

BAS

E AN

D OP

TION

1.DW

M E

BH JH CC

N O

10/31/2023

M A

E V2

-C -2

SCALE: 1" = 50'

GRADING PLAN - 112+25 TO 121+00D1

SCALE: 1" = 50'

GRADING PROFILE - 112+25 TO 121+00A1

V2-C-204

-C -2

D1 V2-C-305

NOTES:

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

2. SEE VOLUME 2 DRAWING S-118 FOR HIGH MAST LIGHT FOUNDATION STATIONS AND OFFSETS

D1 V2-C-307

M A

E V2

-C -2

OPTION 1

R O

122+00

123+00

124+00 125+00 126+00 127+00 128+00 129+00

PT: 123+89.31

EDGE OF

ROADWAY

EDGE OF

SHOULDER

PI STA = 122+82.87

N = 3832890.52 E = 1728049.80

= 90.00 R = 186.46' T = 186.46' L = 292.89'

HIGH MAST LIGHT

FOUNDATION, TYP

EDGE OF

SHOULDER

-60

-50

-25

-60

-50

-25

121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00

EXISTING GROUND

FINISH GRADE

0.00%

GRADE BREAK STA = 126+16.50

ELEV = 18.52

0 50 100 150 FT25

D R

D W

G S

O N

D R

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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

DRAFT RFP

-2 4-

R-

NOT FOR CONSTRUCTION

D ra w in g J:

N om e Ar ct ic

P or t E xp an si on P ro je ct \D ra w in gs

\1 0_

G ra di ng S ite P la n

Ba se a nd

O pt io n

dw g la st s av ed o n

w as p lo tte d by

J am es H el to n on

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

10_1

2 GR

ADIN

G SI

TE P

LAN

BAS

E AN

D OP

TION

1.DW

M E

BH JH CC

N O

10/31/2023

SCALE: 1" = 50'

GRADING PLAN - 121+00 TO 128+00D1

SCALE: 1" = 50'

GRADING PROFILE - 112+25 TO 128+00A1

V2-C-205

-C -2

MATCHLINE

V2-C-204

D1 V2-C-308

OPTION 1

NOTES:

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

2. SEE VOLUME 2 DRAWING S-118 FOR HIGH MAST LIGHT FOUNDATION STATIONS

AND OFFSETS

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00

-3 .0

EDGE OF ROADWAY

EDGE OF SHOULDER

TOP OF ROCK, TYP

HIGH MAST LIGHT FOUNDATION w/

BARRIERS, TYP

HIGH MAST LIGHT (OPTION 3), TYP

S12° 22' 12.03"W 125.26

S16° 01' 55.00"W 1971.16

BOP: 100+00.00

N: 3835086.57 E: 1728672.50

PI: 101+25.26

EXISTING GROUND

FINISH GRADE

0.00%

-60

-50

-25

-60

-50

-25

99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00

1.21%

GRADE BREAK STA = 101+25.26

ELEV = 18.52

GRADE BREAK STA = 100+00.00

ELEV = 17.00

0 50 100 150 FT25

NOTES:

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

2. SEE VOLUME 3 DRAWINGS FOR UTILITIES AND HIGH MAST LIGHT DETAILS (OPTION 3)

3. MULTIPLE FUEL LINES ARE REPRESENTED BY A SINGLE FUEL LINE

4. SEE VOLUME 2 DRAWING S-118 FOR HIGH MAST LIGHT FOUNDATION STATIONS AND

OFFSETS

M A

E V2

-C -2

D R

D W

G S

O N

D R

E C

O N

E D

C O

N O

O M

C H

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U .S

. A R

M…

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File details come from the government source that posted it. Updated Nov 3, 2023.