Draft RFP Volume_4_Dwgs-BAR008TO1.pdf

PDF 46 MB Posted Sep 1, 2023

Attached to: IDIQ SATOC FOR BARROW COASTAL EROSION REDUCTION Federal contract opportunity
Solicitation number: W911KB24R0009_DRAFT
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 proposal (RFP) solicits proposals for an indefinite delivery/indefinite quantity (IDIQ) single award task order contract (SATOC) to provide coastal erosion reduction services in Barrow, Alaska. The Department of the Army Corps of Engineers Engineering District Alaska seeks to award a SATOC to design and construct coastal erosion mitigation measures along the Beaufort Sea coastline. Proposals are due by January 15, 2025, with task orders to be awarded on an as-needed basis through 2030 for projects ranging from $500,000 to $5 million. Small businesses and Alaska Native Corporation-owned firms are encouraged to compete. The selected contractor will reduce erosion threatening critical infrastructure through the use of revetments, bulkheads, beach nourishment, and vegetation plantings.

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Other files for this federal contract opportunity

Other files attached to IDIQ SATOC FOR BARROW COASTAL EROSION REDUCTION, newest first.
File	Type	Posted
Draft RFP Volume_2a_35 73 20.00 29 Attachment (1) GDR Barrow Alaska Coastal Erosion -Base_Contract.pdf	PDF	Sep 1, 2023
Draft RFP Volume_3_Specs-BAR008TO1.pdf	PDF	Sep 1, 2023
Draft RFP Volume 1_BAR008.pdf	PDF	Sep 1, 2023
Draft RFP Volume_2_Specs-BAR008-Base_Contract.pdf	PDF	Sep 1, 2023

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PROJECT

AREA

BARROW-

SIDE

BROWERVILLE-

SIDE

NARL

CHUKCHI S

GRAVEL

PIT FUEL FARM

UTQIAGVIK

CULTURAL SITE

ISATKOAK

LAGOON

DAM

TASIGAROOK

LAGOON

DAM FRESHW

ATER

URCE

STEVENSON ST

MIDDLE

SALT

LAGOON

SOUTH

SALT

LAGOON

OLD NAVY

LANDFILL

IMIKPUK

LAKE

NORTH

SALT

LAGOON

ELSON

LAGOON

FLOW

MIDDLE

(ISATKOAK)

LAGOON

STEVENSON S

STEVENSON ST

WILEY POST - WILL ROGERS MEMORIAL AIRPORT

OPS

ON S

BARROW-

SIDE

OOK)

GOON

REA

BASE

CHUKCHI S

HIG

H B

REA

OPT

DRIVE-DOWN

BEACH ACCESS

BROWERVILLE-

SIDE

BARROW ALASKA COASTAL EROSION

SOLICITATION No.: W911KB24R0009

UTQIAGVIK, ALASKA

ISSUE DATE: 11 AUG 2023

CONTRACT / TO No.: W911KB24C00XX / W911KB24F00XX

BAR008TO1 (P2N 464169)

BCOES2

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

US Army Corps of Engineers ® Alaska District

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

1K B2

K, A

O W

BCOES2

U G

1K B2

R -9

-0

NOT FOR CONSTRUCTION

D ra w in g O

:\E N

\P ub lic \E ng in ee r\U

\E N

-C W

\J ob s\

D w gs \C

1- G

-0

.d w g la st s av ed o n

8/ 2/

M w as p lo tte d by

T ed ric k, R ob er t C

R M

Y C

A (U

) o n 8/

P M

1K B2

US Army Corps of Engineers ® Alaska District

B A

1- G

-0

G-001

C O

S H

TVICINITY MAPB5 SCALE: 1" = 3600'

PROJECT AREAA8 SCALE: 1" = 500'

0 7200'3600'

0 1000'500'

SCALE: NTS

LOCATION MAPB1

1K B2

BACKGROUND IMAGE FROM DIGITAL

GLOBE, DATED 20 JULY 2016. UNO,

THE IMAGE IS PROVIDED FOR

GENERAL REFERENCE ONLY.

BACKGROUND IMAGE FROM DIGITAL

GLOBE, DATED 20 JULY 2016. UNO,

THE IMAGE IS PROVIDED FOR

GENERAL REFERENCE ONLY.

AutoCAD SHX Text N

AutoCAD SHX Text

TO No. 1: GENERAL (G): GENERAL

1 G-001 COVER SHEET

2 G-002 SCHEDULE OF DRAWINGS

3 G-003 ABBREVIATIONS AND REFERENCE SYMBOLOGY

4 G-004 LINE SYMBOL KEY AND GENERAL NOTES

TO No. 1: GENERAL (G): DEMOLITION

5 G-701 DEMOLITION SITE PLAN

TO No. 1: GENERAL (G): 3D REPRESENTATIONS AND PHOTOS

6 G-901 PHOTOS I

7 G-902 PHOTOS II

8 G-903 PHOTOS III

TO No. 1: GEOTECHNICAL (B): PLANS

9 B-101 TEST BORING LOCATION MAP

TO No. 1: CIVIL (C): PLANS

10 C-101 STAGING AREA AND HAUL ROAD PLAN

11 C-102 GENERAL SITE PLAN AND SURVEY CONTROL 1

12 C-103 LOW BLUFF SITE PLAN I

13 C-104 LOW BLUFF SITE PLAN II

14 C-105 HIGH BLUFF SITE PLAN I

15 C-106 HIGH BLUFF SITE PLAN II

16 C-107 TIE-IN PLANS

TO No. 1: CIVIL (C): PLANS AND PROFILES

17 C-201 ROAD PLAN AND PROFILES

TO No. 1: CIVIL (C): SECTIONS

18 C-301 TYPICAL SECTIONS

19 C-302 REPRESENTATIVE ROCK PLACEMENT

20 C-303 TIE-IN SECTIONS

21 C-304 LOW BLUFF SCHEMATIC SECTIONS I

22 C-305 LOW BLUFF SCHEMATIC SECTIONS II

23 C-306 LOW BLUFF SCHEMATIC SECTIONS III

24 C-307 LOW BLUFF SCHEMATIC SECTIONS IV

25 C-308 HIGH BLUFF SCHEMATIC SECTIONS I

26 C-309 HIGH BLUFF SCHEMATIC SECTIONS II

27 C-310 HIGH BLUFF SCHEMATIC SECTIONS III

28 C-311 HIGH BLUFF SCHEMATIC SECTIONS IV

TO No. 1: CIVIL (C): SCHEDULES AND DIAGRAMS

29 C-601 GLOBAL ALIGNMENT TABLE

TO No. 1: EXHIBIT (X): ANSI-B (11x17) LANDSCAPE

30 X-801 HESCO COVER

31 X-802 HESCO C-1

32 X-803 HESCO C-2

33 X-804 HESCO C-3

34 X-805 HESCO C-4

35 X-806 HESCO C-5

36 X-811 EGASAK SP 1

37 X-812 EGASAK SP 2

TO No. 2: GENERAL (G): GENERAL

ALASKA DISTRICT U.S. ARMY CORPS OF ENGINEERS

W911KB24R0009 / W911KB24C00XX

BCOES2 - BAR008TO1 - 11 AUG 2023

BARROW ALASKA COASTAL EROSION

UTQIAGVIK, 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

US Army Corps of Engineers ® Alaska District

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

1K B2

K, A

O W

BCOES2

U G

1K B2

R -9

-0

NOT FOR CONSTRUCTION

D ra w in g O

:\E N

\P ub lic \E ng in ee r\U

\E N

-C W

\J ob s\

D w gs \C

2- G

-0

.d w g la st s av ed o n

M w as p lo tte d by

T ed ric k, R ob er t C

R M

Y C

A (U

) o n 8/

P M

1K B2

B A

2- G

-0

G-002

O F

REFERENCE

NUMBER SHEET TITLESHEET REFERENCE

NUMBER SHEET TITLESHEET

NOTE: EXHIBIT DRAWINGS ARE ANSI-B (11x17) SHEETS.

1K B2

@ AT

# NUMBER, POUND(S)

& AND

2L DOUBLE ANGLE

℄ CENTERLINE

Ø DIAMETER, ROUND

AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND

TRANSPORTATION OFFICIALS

AB ANCHOR BOLT

ABAN ABANDON, ABANDONED

ABNL ABNORMAL

ACI AMERICAN CONCRETE INSTITUTE

ACR ACROSS

ADDL ADDITIONAL

ADDM ADDENDUM

AFB AIR FORCE BASE

AI ASPHALT INSTITUTE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AK DOT&PF ALASKA DEPARTMENT OF TRANSPORTATION & PUBLIC

FACILITIES

AKA ALSO KNOWN AS

ALLOW ALLOWANCE

ALNMT ALIGNMENT

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE(LY)

APPX APPENDIX

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

AVE AVENUE

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWS AMERICAN WELDING SOCIETY

AWWA AMERICAN WATER WORKS ASSOCIATION

BJ BAR JOIST

BLDG BUILDING

BLKG BLOCKING

BLKHD BULKHEAD

BLW BELOW

BOT BOTTOM

BOW BOTTOM OF WALL

BTWN BETWEEN

BVC BEGINNING OF VERTICAL CURVE

B PL BASE PLATE

C AMERICAN STANDARD CHANNELS

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

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CONC CONCRETE, CONCENTRIC

CONN(S) CONNECTION(S)

CONT CONTINUOUS

COORD(S) COORDINATE(S)

CREST DAM CREST

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSK COUNTERSINK, COUNTERSUNK

CTR CENTER

CTRL CONTROL

CU FT CUBIC FOOT, CUBIC FEET

CU YD(S) CUBIC YARD(S)

CWL CONSTRUCTION WORK LIMITS

DEG DEGREE

DEMO DEMOLITION

DET(S) DETAIL(S)

DIA DIAMETER

DIAG DIAGONAL

DICA DRILL-IN-CONCRETE-ANCHOR

DIM(S) DIMENSION(S)

DIST DISTANCE

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

EG EXISTING GRADE

EL ELEVATION, EARTHQUAKE LOAD

ELEC ELECTRIC, ELECTRICAL, ELECTRICITY

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE, EDGE OF SHOULDER

EST ESTIMATE

EVC END OF VERTICAL CURVE

EW EACH WAY

EXP EXPANSION

EXT EXTERIOR

f`c COMPRESSIVE STRENGTH

FAB FABRICATION

FBW FLOATING BREAKWATER

FF FINISH FLOOR

FH FLAT HEAD, FIRE HYDRANT

FIBC(S) FLEXIBLE INTERMEDIATE BULK CONTAINER(S) (AKA

SUPER SACKS)

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

GA GAGE, GAUGE

GAL(S) GALLON(S)

GALV GALVANIZE(D), GALVANIZING

GOVT FEDERAL GOVERNMENT

H HIGH

HAS HEADED ANCHOR STUD

HCP HANDICAPPED

HMMA HOLLOW METAL DOOR MANUFACTURER'S

ASSOCIATION

HDG HOT-DIPPED GALVANIZED

HORIZ HORIZONTAL

HS HIGH-STRENGTH

HSB HIGH-STRENGTH BOLT

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HWY HIGHWAY

HYD HYDRANT

ID INSIDE DIAMETER

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

K-FT KIP-FEET

KIP(S) 1,000 POUNDS

kN KILONEWTON(S)

L ANGLE, LONG

LB(S) POUND(S)

LF LINEAR FOOT, LINEAR FEET

LIW LOAD INDICATING WASHER(S)

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LN LANE

LONG LONGITUDINAL

LRG LARGE

LS LEFT SIDE

LSL(S) LONG-SLOTTED HOLE(S)

LVC LENGTH OF VERTICAL CURVE

M STEEL SHAPE FROM THE MISCELLANEOUS SECTION

MATL MATERIAL

MAX MAXIMUM

MBR(S) MEMBERS(S)

MI MALLEABLE IRON

MILS THOUSANDTHS OF AN INCH

MIN MINIMUM

MISC MISCELLANEOUS

MIW MALLEABLE IRON WASHER

MPL MAX PAY LINE

MPa MEGAPASCAL(S)

MPH MILES PER HOUR

MSL MEAN SEA LEVEL

MT STRUCTURAL TEE FROM THE M SERIES SECTION

N NORTH

NE NORTHEAST

NEC NATIONAL ELECTRIC CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIBS NATIONAL INSTITUTE OF BUILDING SCIENCES

NIC NOT IN CONTRACT

No. NUMBER

NOM NOMINAL

NORM NORMAL

NPS NOMINAL PIPE SIZE

NS NEAR SIDE

NSB NORTH SLOPE BOROUGH

NTS NOT TO SCALE

NW NORTHWEST

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

ORV(S) OFF ROAD VEHICLE(S)

OVS OVERSIZED HOLES

PC POINT OF CURVE

PI PONT OF INTERSECTION

PJP PARTIAL JOINT PENETRATION

PL(S) PLATE(S)

PLF POUNDS PER LINEAR FOOT

PMF PROBABLE MAXIMUM FLOOD

PN PART NUMBER

PR PAIR

PROJ PROJECT

PROP PROPERTY

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

RD ROAD

RDD REQUIRED DREDGE DEPTH

REBAR REINFORCING STEEL BAR(S)

REF REFERENCE, ROADWAY EMBANKMENT FILL

REINF REINFORCING, REINFORCEMENT, REINFORCED

RELAY USED RAILROAD RAIL

REQD REQUIRED

REV REVISION

RFI REQUEST FOR INFORMATION

RO ROUGH OPENING

RP RADIUS POINT

RS RIGHT SIDE

RSM ROADWAY SURFACE MATERIAL

S AMERICAN STANDARD STEEL SHAPE, SOUTH

SCHED SCHEDULE

SDMH STORM DRAIN MANHOLE

SE SOUTHEAST

SECT SECTION

SGD SELECT GRAVEL DRAIN

SHT SHEET, SHAFT

SIM SIMILAR

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), STREET

STD STANDARD, STANDARD-WEIGHT PIPE

STL STEEL

SW SOUTHWEST

SYM SYMBOL

SYMM SYMMETRICAL

SYS SYSTEM

T TOP

TBLT TIMBER BOLT

T&B TOP & BOTTOM

THK THICK(NESS)

THRU THROUGH

TO TASK ORDER

TOC TOP OF CONCRETE

TOPO TOPOGRAPHICAL, TOPOGRAPHY

TOW TOP OF WALL

TR TELEPHONE RISER

TRANS TRANSVERSE/TRANSITION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UHMW-PE ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE

US UPSTREAM

USACE U.S. ARMY CORPS OF ENGINEERS

UTILIDOR UTILITY CORRIDOR

VERT VERTICAL

W W SERIES SECTION, WEST, WIDE

W/ WITH

W/O WITHOUT

WL WORK LINE

WP WORK(ING) POINT

WT WEIGHT, STRUCTURAL TEE FROM W SERIES SECTION

WV WATER VALVE

WWF WELDED WIRE FABRIC

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

3 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 REVISIONS 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 TEST BORING

SURVEY MONUMENT

WATER MANHOLE

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 37")

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

ABBREVIATIONS (NOT ALL USED IN THESE DRAWINGS)

IDENTITY SYMBOL KEY

REF No. 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 THE GRID No. AND SHEET OF THE DRAWING

AREA 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 AREA IS NTS

SECTION OR DETAIL TITLE,

MAY "WORD-WRAP" IF

NECESSARY AS SHOWN

HESCO RIGID INSULATION (INSUL,

ANNOTATIVE, SCALE = 0.25)

PRECAST CONCRETE (AR-SAND,

ANNOTATIVE, SCALE = 0.05)

ROADWAY EMBANKMENT FILL (EARTH,

ANNOTATIVE, SCALE = 1.0)

EXISTING SOIL (EARTH, ANGLE = 45°,

ANNOTATIVE, SCALE = 1.0)

FILTER ROCK (ANSI31, ANGLE = 90°,

ANNOTATIVE, SCALE = 0.5)

ROADWAYSURFACE MATERIAL

(AR-HBONE, ANNOTATIVE, SCALE = 0.05)

ARMOR ROCK (GRAVEL, ANNOTATIVE,

SCALE = 1.0)

COMMON FILL (SOLID, ANNOTATIVE)

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

MATERIAL SYMBOL KEY

SEE GRID F7 ON SHEET

C-301 FOR ADDITIONAL

INFORMATION.

A8 / G-001

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 (GRAVEL, ANNOTATIVE, SCALE =

0.5)

CORE ROCK (GRAVEL, ANNOTATIVE,

SCALE = 0.2)

NOTE: INFORMATION SHOWN ABOVE IN PARENTHESES IS A

DRAFTING AID SHOWING: (AUTOCAD/AUTODESK HATCH NAME, THAT

THE HATCHES ARE ANNOTATIVE, AND THE HATCH SCALE). HATCH

NAMES ARE NOT INCLUDED IN THE ADJACENT LIST OF

ABBREVIATIONS.

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

US Army Corps of Engineers ® Alaska District

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

1K B2

K, A

O W

BCOES2

U G

1K B2

R -9

-0

NOT FOR CONSTRUCTION

D ra w in g O

:\E N

\P ub lic \E ng in ee r\U

\E N

-C W

\J ob s\

D w gs \C

4- G

-0

-G -0

.d w g la st s av ed o n 8/

w as p lo tte d by T ed ric k, R ob er t C C

M Y

O A

) o n

1K B2

-00

3-0

-G -00

3-G -00

G-003

N S

C E

G Y

/ R

G -H J.

K C

A-

1K B2

BOW

SGD

CREST

TOW

SIXTEENTH LINES (16THLN)

ACID WASTE PIPING (ACIDWS)

BOILER BLOWDOWN PIPING (BOILBD)

BRINE SYSTEM RETURN PIPING (BRINER)

BRINE SYSTEM SUPPLY PIPING (BRINES)

BUSWAYS (BUSWAY)

CABLE TV SYSTEM EQUIPMENT (CABLTV)

CLOSED-CIRCUIT TV SYSTEM EQUIPMENT (CCTV)

CONDENSATE PIPING (CDRNAF)

COLD WATER PIPING (CLDWTR)

COMPRESSED AIR PIPING (CMPAIR)

OVERHEAD COMMUNICATIONS/TELEPHONE LINES (COMARN)

EXISTING OVERHEAD COMMUNICATIONS/TELEPHONE LINES (COMARX)

UNDERGROUND COMMUNICATIONS/TELEPHONE LINES (COMUGN)

EXISTING UNDERGROUND COMM/TELEPHONE LINES (COMUGX)

CONDENSATE WATER RETURN PIPING (CONDWR)

CONDENSATE WATER SUPPLY PIPING (CONDWS)

PROPERTY EASEMENTS (CONEMT)

CONSTRUCTION WORK LIMITS (CONLMT)

CULVERTS (CULVRT)

CHILLED WATER RETURN PIPING (CWR)

CHILLED WATER SUPPLY PIPING (CWS)

BOTTOM OF DITCH OR WASH (DITCH)

DUAL TEMPERATURE SYSTEM RETURN PIPING (DTR)

DUAL TEMPERATURE SYSTEM SUPPLY PIPING (DTS)

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)

UNDERGROUND DUCTBANKS (EUDUCN)

EXISTING UNDERGROUND DUCTBANKS (EUDUCX)

FENCES AND HANDRAILS (FENCE)

FIBER OPTICS CABLES (FIBOPT)

FIRE PROTECTION WATER LINES (FIRE)

FUEL SYSTEMS RETURN OIL PIPING (FUELOR)

FUEL SYSTEMS SUPPLY OIL PIPING (FUELOS)

FUEL SYSTEM OIL VENT PIPING (FUELOV)

GLYCOL HEATING SYSTEM RETURN PIPING (GHR)

GLYCOL HEATING SYSTEM SUPPLY PIPING (GHS)

GUARD RAILS (GUARD)

LABORATORY GAS HELIUM PIPING (HELIUM)

HOT WATER HEATING SYSTEM RETURN PIPING (HTHWR)

HOT WATER HEATING SYSTEM SUPPLY PIPING (HTHWS)

DOMESTIC WATER SYSTEM HOT WATER PIPING (HWTR)

LABORATORY GAS HYDROGEN PIPING (HYDRGN)

WALL INSULATION (INBATT, LTSCALE = 0.25)

INDUSTRIAL WATER/ACID/ALKALINE/OIL WASTE PIPING (IWASTE)

LAWN IRRIGATION SYSTEM PIPING (LAWNSP)

LABORATORY GAS PIPING (LGAS)

LIQUID PETROLEUM GAS PIPING (LIQPET)

MEDICAL/DENTAL NITROUS OXIDE GAS PIPING (NITOXI)

LABORATORY/MEDICAL/DENTAL NITROGEN PIPING (NITROG)

NON-POTABLE WATER PIPING (NONPOT)

NATURAL GAS PIPING (NTGASN)

EXISTING NATURAL GAS PIPING (NTGASX)

LABORATORY/MEDICAL/DENTAL OXYGEN GAS PIPING (OXYGEN)

PROPERTY LINES, EXISTING RECORDED PLATS (PROPL)

RAILROAD TRACKS (RAILRD, LTSCALE = 0.25)

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)

SUPER SILT FENCE (SSILT)

SANITARY SEWER PIPING (SSWAF)

EXISTING SANITARY SEWER PIPING (SSWAFX)

HIGH PRESSURE STEAM PIPING (STEAMH)

LOW PRESSURE STEAM PIPING (STEAML)

MEDIUM PRESSURE STEAM PIPING (STEAMM)

ABOVE FLOOR/GRADE STORM SEWER PIPING (STRAF)

EXISTING ABOVE FLOOR/GRADE STORM SEWER PIPING (STRAFX)

BELOW FLOOR/GRADE STORM SEWER PIPING (STRMBF)

EXISTING BELOW FLOOR/GRADE STORM SEWER PIPING (STRMBFX)

EDGE OF TREES AND VEGETATION (TREEL)

MEDICAL/DENTAL VACUUM GAS PIPING (VACAIR)

SANITARY SEWER VENT PIPING (VENT)

DOMESTIC WATER MAIN PIPING (WATERL)

EXISTING DOMESTIC WATER MAIN PIPING (WATERX)

CABLE TRAYS AND WIREWAYS (WIREWY)

(E) 1' CONTOUR (COLOR 251 = 50% SCREEN, LINEWEIGHT = 0.25mm)

(E) 5' CONTOUR (COLOR 251 = 50% SCREEN, LINEWEIGHT = 0.50mm)

POST CONSTRUCTION 1' CONTOUR (LINEWEIGHT = 0.25mm)

POST CONSTRUCTION 5' CONTOUR (LIINEWEIGHT = 0.50mm)520

LINE SYMBOL KEY (NOT ALL USED IN THESE DRAWINGS)

ACID ACID

BBD BBD

BR BR

B B

B B B B B B B B B B

CATV CATV

CCTV CCTV

CD CD

C C

C x C x

C C

C x C x

CR CR

C C

CWR CWR

CWS CWS

DTR DTR

DTS DTS

E E

Ex Ex

E E

E x E x

ES ES

ES x ES x

ES ES

ES x ES x

X X

FO FO

FOR FOR

FOS FOS

FOV FOV

GHR GHR

GHS GHS

HE HE

HTWR HTWR

HTWS HTWS

H H

LS LS

LGAS LGAS

NO NO

N N

G G

G x G x

O O

PL PL

RD RD

RL RL

RS RS

RD RD

SF SF

S S

SSF SSF

SS SS

SS x SS x

HPS HPS

LPS LPS

MPS MPS

SD SD

SDx SDx

SD SD

SDx SDx

VAC VAC

W W

Wx Wx

W W W W W W W W W W

A A

C/E C/E

CP CP

X X X X

F F

INW INW

LPG LPG

NPW NPW

BOTTOM OF WALL (iMCD-BOW)

SELECT GRAVEL DRAIN (iMCD-SELECT GRAVEL DRAIN)

TOP OF WALL (TOW)

DAM CREST (iMCD-CREST)

1. SCOPE OF WORK: TO No. 1 CONSISTS OF: CONSTRUCTING A ROCK REVETMENT ALONG THE LOW BLUFF (BASE), AND HIGH BLUFF (OPTION), AREAS OF THE COAST ADJACENT TO THE CITY OF UTQIAGVIK; AND PRODUCING, DELIVERING, AND STOCKPILING SUPPLIES OF SURPLUS ROCK (OPTION) IN THE UTQIAGVIK AREA. TO No. 2 EXTENDS THE REVETMENT NORTHEAST TO DEWLINE ROAD AND

PROVIDES THE NECESSARY ASSOCIATED ROAD IMPROVEMENTS.

2. PROJECT LANDS:

2.1. PRIOR TO AWARD, USACE WILL OBTAIN AN AUTHORIZATION FOR CONSTRUCTION TO ALL LANDS, EASEMENTS, AND RIGHTS-OF-WAY, AS NECESSARY, TO CONSTRUCT THE WORK. ALL CONSTRUCTION ACTIVITIES MUST BE LOCATED ON USACE-PROVIDED LANDS AND THE CONTRACTOR MUST OBTAIN PRIOR GOVERNMENT APPROVAL FOR ANY EXCEPTIONS. THE

CONTRACTOR WILL NOT BE RESPONSIBLE FOR PROVIDING ANY REAL ESTATE.

2.2. THESE LANDS WILL INCLUDE APPROXIMATELY 20-ACRES OF STAGING/LAYDOWN/MAN-CAMP AREA THAT WILL BE LOCATED WITHIN OR ADJACENT TO THE APPROXIMATELY 72-ACRE BOUNDARY SHOWN ON SHEET C-101 SOUTHWEST OF THE WILEY POST -

WILL ROGERS MEMORIAL AIRPORT.

3. PHOTO SHEETS: PHOTO SHEETS ARE PROVIDED FOR INFORMATION ONLY, UNO.

4. EXISTING FACILITIES: THE CONTRACTOR MUST TAKE ALL APPROPRIATE PRECAUTIONS TO AVOID DAMAGING EXISTING GROUNDS AND FACILITIES NOT COVERED BY THE SCOPE OF THIS PROJECT, SEE SECTION 01 19 40.00 29 PARAGRAPH TITLED "PROTECTION OF EXISTING ITEMS." 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 ANY NEGATIVELY IMPACTED GROUNDS AND EXISTING FACILITIES TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE UPON

COMPLETION OF THE PROJECT.

5. VERTICAL DATUM: CONTRACT DRAWINGS USE ELEVATIONS RELATIVE TO MLLW. TO CONVERT TO NAVD88, ADD 2.53 FEET TO MLLW ELEVATIONS SHOWN. NAVD88 TO MLLW RELATIONSHIP WAS DETERMINED AT BENCHMARK "949 4935 BLM S5253"

(VM#18933/PID#BBBG78).

6. HATCH PATTERNS: EXCEPT AS OTHERWISE NOTED, HATCH PATTERNS SHOWN ON DRAWINGS DO NOT REFLECT REVETMENT ARMOR ROCK PLACEMENT REQUIREMENTS COVERED IN SECTION 35 31 19. SEE TYPICAL SECTION REPRESENTATION OF ARMOR ROCK PLACEMENT ON SHEET C-302 FOR A VISUAL REPRESENTATION OF ARMOR ROCK PLACEMENT REQUIREMENTS.

7. AIRFIELD COORDINATION: PROJECT OPERATIONS IN THE VICINITY OF LOCAL AIRFIELDS MUST BE COORDINATED WITH, AND COMPLY WITH, FEDERAL AVIATION ADMINISTRATION (FAA) REQUIREMENTS. REFERENCE SECTION 01 50 00, PARAGRAPH TITLED

"OBSTRUCTION LIGHTING OF CRANES."

8. TIDAL DATA, UTQIAGVIK (BARROW), ALASKA

TIDAL BENCH MARK SHEET:

STATION ID: 9494935

NAME: BARROW OFFSHORE

TIDAL DATUMS AT BARROW OFFSHORE BASED ON:

LENGTH OF SERIES: 1 YEAR

TIME PERIOD: SEPT 2008 - AUG 2009

TIDAL EPOCH: 1983-2001

CONTROL TIDE STATION: 9497645 PRUDHOE BAY

PUBLICATION DATE: 05/20/2011

SOURCE: NOAA NATIONAL OCEAN SERVICE

LEVEL ELEVATION (FEET MLLW)* ELEVATION (FEET NAVD88)*

HIGHEST OBSERVED WATER LEVEL (12/14/2008) 2.92 5.45

MEAN HIGHER HIGH WATER (MHHW) 0.66 3.19

MEAN HIGH WATER (MHW) 0.54 3.07

MEAN SEA LEVEL (MSL) 0.31 2.84

MEAN TIDE LEVEL (MTL) 0.40 2.93

MEAN LOW WATER (MLW) 0.06 2.59

MEAN LOWER LOW WATER (MLLW) 0.00 2.53

LOWEST OBSERVED WATER LEVEL (01/29/2010) -2.57 -0.04

*SEE NOTE 5. VERTICAL DATUM ABOVE REGARDING DATUM FOR CONTRACT DRAWINGS AND BASIS FOR NAVD88 ELEVATIONS.

9. MAPS:

NOAA CHART: 16082

USGS QUAD (1:63,000): BARROW (B-4)

10. WEATHER: THE PROJECT SITE IS SUBJECT TO HIGH WINDS AND WAVES. SUCH WAVE CONDITIONS CAN AND DO OCCUR ANY TIME DURING THE ICE-FREE SEASON. THE CONTRACTOR MUST PLAN AND PERFORM ITS CONSTRUCTION ACTIVITIES AND SEQUENCE TO

TAKE INTO ACCOUNT SUCH CONDITIONS.

11. WAVE CONDITIONS: WAVE HEIGHTS UP TO 8 FEET HAVE BEEN OBSERVED AT THE PROJECT SITE.

12. WATER LEVELS: THE PROJECT SITE IS SUBJECT TO WATER LEVEL FLUCTUATIONS ABOVE OR BELOW PREDICTED TIDE ELEVATIONS OR EXTREME OBSERVED WATER LEVELS SHOWN ABOVE, BASED ON CHANGING ATMOSPHERIC PRESSURE, WAVE SET-UP, AND STORM SURGE CONDITIONS. THE GOVERNMENT ESTIMATES THAT WATER SURFACE ELEVATIONS AS HIGH AS +4' MLLW OCCUR DURING STORM EVENTS WITH RUNUP-INDUCED FLOODING EXTENDING AS HIGH AS +10' MLLW. STORM DURATIONS GENERALLY DO NOT EXCEED 48-HOURS. THE CONTRACTOR MUST PLAN AND PERFORM ITS CONSTRUCTION ACTIVITIES AND SEQUENCE TO TAKE

INTO ACCOUNT SUCH CONDITIONS.

13. BATHYMETRY IS SHALLOW IN THE IMMEDIATE VICINITY OF THE PROJECT SITE, ACCESS TO THE PROJECT BY TUG AND BARGE MAY BE DIFFICULT DUE TO SHALLOW WATER CONDITIONS. NO ESTABLISHED BARGE LANDING SITE IS PROVIDED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR ANY PERMITTING, COORDINATION WITH PROPERTY OWNERS, AND CONSTRUCTION OF TEMPORARY FACILITIES THAT MAY BE NECESSARY TO FACILITATE ACCESS TO THE SITE BY TUG AND BARGE.

14. THE CHUKCHI SEA SHORELINE IS GENERALLY ICE FREE FROM MID-JULY THROUGH MID-OCTOBER. BREAK-UP AND FREEZE-UP TIMING VARIES FROM YEAR TO YEAR DEPENDING ON ICE THICKNESS, SNOW COVER, TEMPERATURE, WIND DIRECTION AND SPEED, ETC.

15. THE CONTRACTOR MUST REMOVE ANY DRIFTWOOD AND RUBBISH/DEBRIS (SEE SECTION 02 41 00) FROM THE ROCK REVETMENT

FOOTPRINT PRIOR TO PLACEMENT OF THE ROCK REVETMENT.

16. TRANSITIONS OF ROCK AND SOIL PLACEMENT FROM SECTION TO SECTION MUST BE SMOOTH AND CONTINUOUS.

17. REFERENCES TO TO No. 1 EQUATE TO THE FIRST TASK ORDER AWARDED UNDER THE PARENT CONTRACT.

GENERAL NOTES

HAUL / ACCESS ROAD (DASHED)

GRAVEL PATH (iLT-2Dot-Dash1x)

PAVED BIKE PATH

NOTE: INFORMATION SHOWN ABOVE IN PARENTHESES IS A DRAFTING AID SHOWING: (AUTOCAD/AUTODESK LINETYPE, AND, WHERE APPLICABLE, THE LTSCALE VALUE). LINETYPE NAMES ARE NOT INCLUDED IN THE LIST OF ABBREVIATIONS ON SHEET G-003.

AS AS ARCHAEOLOGICAL SITE BOUNDARY (ARCHSL)

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

US Army Corps of Engineers ® Alaska District

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

1K B2

K, A

O W

BCOES2

U G

1K B2

R -9

-0

NOT FOR CONSTRUCTION

D ra w in g O

:\E N

\P ub lic \E ng in ee r\U

\E N

-C W

\J ob s\

D w gs \C

4- G

-0

-G -0

.d w g la st s av ed o n 8/

A M w as p lo tte d by T ed ric k, R ob er t C C

M Y

O A

) o n

1K B2

-00

3-0

-G -00

3-G -00

G-004

D G

/ R

G -H J.

K C

A-

1K B2

E 1,780,500

E 1,781,000

N 6,321,500

N 6,322,000

N 6,322,500

E 1,780,500

E 1,781,000

N 6,323,000

E 1,781,500

ATC

LIN

E SEE E1 / G

-701 ABO

REMOVE (E) FIBCS (AKA SUPER

SACKS). SEE SPECIFICATION

SECTIONS 01 20 00 AND 02 41 00.

P2 P3

10 + 00

11+ 00

21+

31+00

32+00 32+00.19

P26 P27

N 6,323,000

E 1,781,500

E 1,782,000

E 1,782,500

E 1,783,000

N 6,323,000

N 6,323,500

N 6,324,000

N 6,324,500

E 1,782,500

E 1,783,000

ATC

LIN

E SEE A1 / G

-701 BELO

REMOVE (E) FIBCS (AKA

SUPER SACKS). SEE

SPECIFICATION SECTIONS

01 20 00 AND 02 41 00.

REMOVE (E) FIBCS (AKA SUPER

SACKS). SEE SPECIFICATION

SECTIONS 01 20 00 AND 02 41 00.

2004 HESCO SITE A,

REMOVE (E) BASKETS,

SEE X-801 THRU X-804,

PHOTOS 7 AND 9, AND

SECTIONS 01 20 00 AND

02 41 00. EXPOSED

PORTIONS ARE IN AN

ADVANCED STATE OF

FAILURE.

REMOVE AND SALVAGE LINKED

CONCRETE MATTRESS BLOCKS,

CIRCA 1988, TOE AND ENDS

SHOWN, SEE X-811 AND X-812,

PHOTO 8, AND SECTIONS 01 20 00

AND 02 41 00.

P10

P12

P13 P14

1001+

1003+ 64.81

100 + 00

101+ 00

111 +

119+00

120+00 120+11.07

P8 P19 P20P17 P21

P23

P18

P11

P22P15

P6 P7

P16

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

US Army Corps of Engineers ® Alaska District

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

1K B2

K, A

O W

BCOES2

U G

1K B2

R -9

-0

NOT FOR CONSTRUCTION

D ra w in g O

:\E N

\P ub lic \E ng in ee r\U

\E N

-C W

\J ob s\

D w gs \C

5- G

-7

.d w g la st s av ed o n

w as p lo tte d by

T ed ric k, R ob er t C

R M

Y C

A (U

) o n 8/

P M

1K B2

B A

5- G

-7

G-701

N S

/ R

G -H J.

K C

A-

BACKGROUND IMAGE FROM

DIGITAL GLOBE, DATED 29 JUNE

2021. UNO, THE IMAGE IS

PROVIDED FOR GENERAL

REFERENCE ONLY.

EXISTING SHORELINE PROTECTION ALONG LOW BLUFF (BASE) FOOTPRINTE1 SCALE: 1" = 70' 0 140'70'

EXISTING SHORELINE PROTECTION ALONG HIGH BLUFF (OPTION) FOOTPRINTA1 SCALE: 1" = 70' 0 140'70'

BACKGROUND IMAGE FROM

DIGITAL GLOBE, DATED 29 JUNE

2021. UNO, THE IMAGE IS

PROVIDED FOR GENERAL

REFERENCE ONLY.

PHOTO #, LOCATION, AND DIRECTION.

SEE G-901 THRU G-903. A TAIL WITH A

DOT MODIFIES THE LOCATION.

1K B2

AutoCAD SHX Text N

PHOTO 4: NORTH END OF HIGH BLUFF TAKEN FROM NEAR STA 101+00, FACING SOUTHWEST, NOTE FIBCS. PHOTO 5: SOUTH END OF LOW BLUFF, TAKEN FROM NEAR STA 30+60, NOTE FIBCS - 31 AUGUST 2021.

PHOTO 1: SOUTH END OF HIGH BLUFF NEAR STA 11+50, FACING NORTHEAST. PHOTO 2: HIGH BLUFF NEAR STA 22+40, FACING SOUTHWEST. PHOTO 3: HIGH BLUFF NEAR STA 22+40, FACING NORTHEAST, NOTE FIBCS (AKA SUPER SACKS).

PHOTO 6: EGASAK STREET AND ADJACENT SHORELINE, FACING SOUTHWEST - 31 AUGUST 2021.

PHOTO 7: SHORELINE FROM EGASAK STREET, FACING NORTHEAST FROM NEAR STA 107+00, NOTE TWO STORM DRAIN OUTFALLS ARE

VISIBLE IN PHOTO, REFERENCE PHOTOS 21 AND 22 - 31 AUGUST 2021.

PHOTO 8: STEVENSON STREET AND SHORELINE NEAR STA 1002+00, FACING SOUTHWEST - 31 AUGUST 2021. PHOTO 9: STEVENSON STREET NEAR STA 1000+50, FACING NORTHEAST - 30 AUGUST 2018. NOTE GUY

LINES, TIMBER TRAFFIC BOLLARD, WATER MANHOLE, AND LARGE NUMBER OF FIBCS.

B A

6- G

-9

3D R

O N

D P

H O

G-901

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

US Army Corps of Engineers ® Alaska District

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

1K B2

K, A

O W

BCOES2

U G

1K B2

R -9

-0

NOT FOR CONSTRUCTION

D ra w in g O

:\E N

\P ub lic \E ng in ee r\U

\E N

-C W

\J ob s\

D w gs \C

6- G

-9

.d w g la st s av ed o n

M w as p lo tte d by

T ed ric k, R ob er t C

R M

Y C

A (U

) o n 8/

P M

1K B2

/ R

G -H J.

K C

A-

SEE SHEET G-701 AND

SHEET C-102 FOR PHOTO

LOCATIONS

PHOTO 17: LINKED CONCRETE BLOCK MATTRESS ALONG EGASAK STREET DURING CONSTRUCTION, FACING SOUTH - CIRCA 1988.

PHOTO 10: CONTENTS OF SOIL-CEMENT FILLED FIBCS. PHOTO 11: CONCRETE FILLED FIBC ALONG UTQIAGVIK SHORELINE NEAR EGASAK STREET - 31 AUGUST 2021. PHOTO 12: RIGID BOARD INSULATION INSTALLED IN NORTHERN 54 FEET OF 2004 HESCO GABIONS, NEAR STA 103+00.

PHOTO 13: REMNANTS OF HESCO BASKETS NEAR STA 103+00 - 31 AUGUST 2021. PHOTO 14: LINKED CONCRETE BLOCK MATTRESS EXPOSED FROM APPROXIMATELY STA 103+65 TO STA 105+40, ALSO NOTE FIBCS. PHOTO 15: LINKED CONCRETE BLOCK MATTRESS ADJACENT TO EGASAK STREET, FACING SOUTHWEST, NOTE CONNECTING SHACKLES, CHAIN AND FORGED EYES - 31 AUG 2021.

PHOTO 16: CLOSE-UP OF LINKED CONCRETE BLOCK MATTRESS CONNECTING HARDWARE, SHACKLES AND CHAIN, NOTE THAT MOST BLOCKS

AND CONNECTIONS ARE BURIED IN BEACH SOILS - 31 AUGUST 2021.

PHOTO 18: DRIVEN PILES ALONG SHORELINE NEAR SADIE NEAKOK PLAYGROUND - 20 JULY 2021.

B A

7- G

-9

3D R

O N

D P

H O

G-902

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

US Army Corps of Engineers ® Alaska District

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

1K B2

K, A

O W

BCOES2

U G

1K B2

R -9

-0

NOT FOR CONSTRUCTION

D ra w in g O

:\E N

\P ub lic \E ng in ee r\U

\E N

-C W

\J ob s\

D w gs \C

7- G

-9

.d w g la st s av ed o n

M w as p lo tte d by

T ed ric k, R ob er t C

R M

Y C

A (U

) o n 8/

P M

1K B2

/ R

G -H J.

K C

A-

SEE SHEET G-701 AND

PHOTO 22: HDPE STORM DRAIN OUTFALL PIPE, SHOWN WITH RED AND WHITE FIBERGLASS MARKER, ALONG UTQIAGVIK SHORELINE NEAR STA

107+50, APPROX 15" ID AND 18" OD - 31 AUGUST 2021.

PHOTO 26: SITE OF TEST BORING AP-01, FACING SOUTHWEST - 31 AUGUST 2021.PHOTO 25: ICE ALONG UTQIAGVIK SHORELINE, PRECISE LOCATION UNKNOWN - 23 JUNE 2000.

PHOTO 19: ARTICULATED CONCRETE MATTRESS BOAT LAUNCH RAMP NEAR SADIE NEAKOK PLAYGROUND, NEAR STA 119+00, FACING

NORTHEAST, RAMP CONDITION UNKNOWN BUT NO LONGER VISIBLE - 29 SEPTEMBER 1999.

PHOTO 20: ARTICULATED CONCRETE MATTRESS BOAT LAUNCH RAMP NEAR SADIE NEAKOK PLAYGROUND, FACING SOUTHWEST - 29

SEPTEMBER 1999.

PHOTO 24: PEOPLE ON ICE ALONG UTQIAGVIK SHORELINE, PRECISE LOCATION UNKNOWN - 23 JUNE 2000.PHOTO 23: ICE ALONG SHORELINE ADJACENT TO EGASAK STREET, NEAR STA 108+00 - 23 JUNE 2000.

PHOTO 21: HDPE STORM DRAIN OUTFALL PIPE NEAR STA 108+00, APPROX 16" ID AND 20" OD, PHOTO TAKEN FACING SOUTHWEST.

NOTE THAT ANOTHER, APPROX 10" OD, HDPE STORM DRAIN PIPE EXITS JUST BELOW THE END OF THE PIPE SHOWN. - 31

AUGUST 2021.

PHOTO 27: SITE OF TEST BORING AP-01, FACING EAST-NORTHEAST - 31 AUGUST 2021.

B A

8- G

-9

3D R

O N

D P

H O

G-903

III

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

US Army Corps of Engineers ® Alaska District

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

1K B2

K, A

O W

BCOES2

U G

1K B2

R -9

-0

NOT FOR CONSTRUCTION

D ra w in g O

:\E N

\P ub lic \E ng in ee r\U

\E N

-C W

\J ob s\

D w gs \C

8- G

-9

.d w g la st s av ed o n

M w as p lo tte d by

T ed ric k, R ob er t C

R M

Y C

A (U

) o n 8/

P M

1K B2

/ R

G -H J.

K C

A-

SEE SHEET G-701 AND

N 6,321,000

E 1, 0, E 1, 1, E 1, 2, E 1, 3, E 1, 4, N 6,321,000

E 1, 5, N 6,322,000 N 6,322,000

N 6,323,000 N 6,323,000

N 6,324,000 N 6,324,000

N 6,325,000 E

1, 0, E 1, 1, E 1, 2, E 1, 3, E 1, 4, N 6,325,000

E 1, 5, AP-01

AP-02

AP-03

AP-04

AP-05

AP-06

AP-07

AP-08

AP-09

AP-10

AP-11

WILEY POST - WILL ROGERS MEMORIAL AIRPORT

APAYAUK ST

PISOKAK ST

OGROOK ST

STEVENSON ST

KONGOSAK ST

EGASAK ST

NACHIK ST

N S

STEVENSON ST

EBEN H

OP SO

OPS

ON S

STEVENSON ST

AHKOVAK ST

OKPIK ST

U K

M O

A ST

NANOOK ST

NACHIK ST

KONGEK ST

AGVIK ST

LOWER

(TASIGAROOK)

LAGOON

MIDDLE

(ISATKOAK)

LAGOON

CHUKCHI S

CUNNINGHAM ST

UTQIAGVIK

C H

U R

C H

SADIE

EAKOK

) P

YGROUND

N 6,325,000

G5 + 00

G10 + 00

G15 + 00

G20 + 00

G25 + 00

G30 + 00

G35 + 00

G40 + 00

G45 + 00

G50 + 00

G55 + 00

L1006

L1007

L1009

L1013 C10

C10

C1005

C1006

C1008

C10

C1011 C1012

APPROX BORE HOLE LOCATION

BORE HOLE

AP-01

AP-02

AP-03

AP-04

AP-05

AP-06

AP-07

AP-08

AP-09

AP-10

AP-11

NORTHING

6,321,583

6,321,511

6,322,089

6,322,631

6,322,551

6,323,130

6,323,967

6,324,814

6,324,743

6,324,890

6,324,587

EASTING

1,780,596

1,780,632

1,781,005

1,781,446

1,781,516

1,781,870

1,782,548

1,783,348

1,783,407

1,783,413

1,783,117

ELEVATION

6.5

38.7

6.5

28.6

24.8

12.5

6.8

8.2

7.1

10.5

TEST BORING NOTES:

1. THE SUBSURFACE EXPLORATION OF THIS PROJECT WAS

CONDUCTED FROM 31 AUGUST TO 13 SEPTEMBER 2021. A TOTAL

OF 35 TEST BORINGS WERE DRILLED TO DEPTHS RANGING FROM

21.5 TO 51.5 FEET BELOW EXISTING GROUND SURFACE. THE

BORINGS HAVE BEEN DESIGNATED AP-01 THROUGH AP-35 (AP-12

THROUGH AP-35 ARE NORTH OF THE PHASE 1 PROJECT AREA).

DISCOVERY DRILLING, INC., UNDER CONTRACT WITH GOLDER

AND ASSOCIATES USA INC., PERFORMED THE SUBSURFACE

INVESTIGATION USING A TRACK-MOUNTED GEOPROBE 6712DT

WITH A 340-POUND AUTOMATIC TRIP HAMMER. AN ENGINEER

WITH THE U.S. ARMY CORPS OF ENGINEERS, ALASKA DISTRICT

LOGGED THE TEST BORINGS.

2. SOIL CLASSIFICATIONS AND DESCRIPTIONS REPORTED ON THE

EXPLORATION LOGS ARE IN ACCORDANCE WITH ASTM D 2488,

STANDARD PRACTICE FOR DESCRIPTION AND IDENTIFICATION OF

SOILS (VISUAL MANUAL PROCEDURE) AND ASTM D 2487,

STANDARD PRACTICE FOR CLASSIFICATION OF SOILS FOR

ENGINEERING PURPOSES (UNIFIED SOIL CLASSIFICATION

SYSTEM).

3. THE SOIL CLASSIFICATIONS AND DESCRIPTIONS CONTAINED ON

THE EXPLORATION LOGS ARE THE PROJECT ENGINEER'S

INTERPRETATION OF THE FIELD LOGS AND RESULTS OF THE

LABORATORY TESTING PROGRAM. THE STRATIFICATION LINES

SHOWN ON THE EXPLORATION LOGS REPRESENT APPROXIMATE

BOUNDARIES BETWEEN SOIL TYPES. THE ACTUAL TRANSITIONS

ARE OFTEN GRADUAL OR NOT DISCERNIBLE.

4. TEST BORING LOCATIONS WERE LOCATED BY ENGINEERS WITH

THE U.S. ARMY CORPS OF ENGINEERS, ALASKA DISTRICT USING

REAL-TIME KINEMATICS (RTK) SURVEY-GRADE EQUIPMENT,

EXCEPT TEST BORING AP-01 AND AP-03 WERE LOCATED USING

HANDHELD RECREATIONAL GRADE GPS EQUIPMENT. TEST

BORING COORDINATES REPORTED ON THE EXPLORATION LOGS

ARE BASED ON NAD83 ALASKA STATE PLANE (ASPC), ZONE 6, IN

U.S. SURVEY FEET. VERTICAL CONTROL IS REFERENCED TO

MLLW BASED ON NOAA/NOS TIDAL BENCH MARK LIST: "9494935

BARROW OFFSHORE ALASKA", PUBLISHED 20 MAY 2011.

5. SEE "Attachment (1) Geotechnical Data Report Barrow Alaska Coastal Erosion" TO SECTION 35 73 20.00 29 FOR 8 1/2" x 11" BORE HOLE

LOGS AND RELATED GEOTECHNICAL INFORMATION.

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NUMBER:

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

US Army Corps of Engineers ® Alaska District

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

1K B2

K, A

O W

BCOES2

U G

1K B2

R -9

-0

NOT FOR CONSTRUCTION

D ra w in g O

:\E N

\P ub lic \E ng in ee r\U

\E N

-C W

\J ob s\

D w gs \C

2- B-

B-

dw g la st s av ed o n

w as p lo tte d by

T ed ric k, R ob er t C

R M

Y C

A (U

) o n 8/

1K B2

-10

2-B -10

2_ B-1

B-101

B O

G L

O C

N M

H N

G -G J.

K C

A-

TEST BORING LOCATION MAPA1 SCALE: 1" = 200' 0 400'200'

BACKGROUND IMAGE FROM DIGITAL

GLOBE, DATED 20 JULY 2016. UNO,

THE IMAGE IS PROVIDED FOR

GENERAL REFERENCE ONLY.

-1

-10 -50 510

WILEY POST - WILL ROGERS MEMORIAL AIRPORT

IMAQSAUN RD

KONGOSAK ST

OPS

STEVENSON ST

AHKO

VAK ST

AHKOVAK ST

NANOOK ST

NACHIK ST

KONGEK ST

AGVIK

ITTA ST

OKPIK ST

PAN

IEG

ST H

S T

D S

MIDDLE

(ISATKOAK)

LAGOON

UPPER

(ISATKOAK)

LAGOON

CHUKCHI S

BCE 5

BRW A

BRW B

BRW C

UTKIAVIE

-15

-1

-50 510

-15 -10

-50 5 10

-1

-15

-1

-10

-1

-10

-5

5 5

10101010101010101515

-1

-10

-5

0 55

-1

-15

-1

-10

-1

-5

151515

UTQIAGVIK

POTENTIAL BARGE

LANDING AREA

UTILIDOR, TYP

HAUL ROUTE, TYPICAL, SEE SECTION

01 50 00, PARAGRAPH TITLED "HAUL

ROADS AND SIMILAR ACCESS

FEATURES"

HAUL ROUTE CONTINUES

ON STEVENSON STREET

TO THE NORTHEAST

BOUNDARY SHOWN IS BASED

ON MARCH 2021 GOOGLE

EARTH IMAGERY AND DOES

NOT INCLUDE ANY AREAS OF

UNDISTURBED TUNDRA. SEE

NOTE 2 ON SHEET G-004.

(E) FUEL LINE

POND BOUNDARIES SHOWN

BASED ON AUGUST 2014

IMAGE SHOWN

BOUNDARY SHOWN IS APPROX

72-ACRES AND INCLUDES

APPROX 14-ACRES OF PONDS

N 6,315,000

E 1, 3, E 1, 5, E 1, 8, E 1, 0, E 1, 3, E 1, 5, N 6,315,000

E 1, 8, N 6,317,500 N 6,317,500

N 6,320,000 N 6,320,000

N 6,322,500 N 6,322,500

N 6,325,000 E

1, 3, E 1, 5, E 1, 8, E 1, 0, E 1, 3, E 1, 5, N 6,325,000

E 1, 8, -5 0 0 51010

51015

1015202530353025201510

510152015

1055 1510155

10 1

LOWER

(TASIGAROOK)

LAGOON

APAYAUK ST

G0 + 00

G5 + 00

G10 + 00

G15 + 00

G20 + 00

G25 + 00

G30 + 00

G35 + 00

G40 + 00

G45 + 00

G50 + 00

G55 + 00

D R

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REFERENCE

NUMBER:

SHEET OF

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

US Army Corps of Engineers ® Alaska District

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

1K B2

K, A

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BCOES2

U G

1K B2

R -9

-0

NOT FOR CONSTRUCTION

D ra w in g O

:\E N

\P ub lic \E ng in ee r\U

\E N

-C W

\J ob s\

D w gs \C

9- C

-1

_C -6

.d w g la st s av ed o n 8/

P M w as p lo tte d by T ed ric k, R ob er t C C

M Y

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1K B2

-01

9-C -10

1_ C-

C-101

A R

N D

L R

/ R

G -H J.

K C

A-

BACKGROUND IMAGE FROM DIGITAL

GLOBE, DATED 20 JULY 2016. UNO,

THE IMAGE IS PROVIDED FOR

GENERAL REFERENCE ONLY.

0 1000'500'

STAGING AREA AND HAUL ROAD PLANA1 SCALE: 1" = 500'

B9 / G-004

1K B2

-1

-10 -50

P2 P3

P10

P12

P14

P13

N 6,319,000

E 1, 9, E 1, 0, E 1, 2, E 1, 3, E 1, 5, E 1, 6, N 6,319,000

E 1, 8, N 6,320,500 N 6,320,500

N 6,322,000 N 6,322,000

N 6,323,500 N 6,323,500

N 6,325,000 E

1, 9, E 1, 0, E 1, 2, E 1, 3, E 1, 5, E 1, 6, N 6,325,000

E 1, 8, WILEY POST - WILL ROGERS MEMORIAL AIRPORT

IMAQSAUN RD

PISOKAK ST

KONGOSAK ST

EBEN H

OP SO

OPS

ON S

STEVENSON ST

AHKO

VAK ST

AHKOVAK ST

OKPIK ST

U K

M O

A ST

NANOOK ST

NACHIK ST

KONGEK ST

AGVIK ST

ITTA ST

OKPIK ST

PAN

IEG

H S

D S

MIDDLE

(ISATKOAK)

LAGOON

UPPER

(ISATKOAK)

LAGOON

CHUKCHI S

BRW A

BRW B

BRW C

UTKIAVIE

-15

-1

-5 0 510

-15

-10

-50

5 10

15 20

-1

-15

-1

-10

-1

-10

-5

5 5

1010101010101010

-1

-10

-5

-1

-15

-1

-10

-1

-5

151515

UTQIAGVIK

ASARCHAEOLOGICAL

SITE

POTENTIAL BARGE

LANDING AREA

2004 HESCO

SITE A

UTILIDOR, TYP

1988 LINKED CONCRETE

MATTRESS BLOCKS

HAUL ROUTE, TYPICAL, SEE SECTION

01 50 00, PARAGRAPH TITLED "HAUL

ROADS AND SIMILAR ACCESS

FEATURES"

HAUL ROUTE CONTINUES

ON STEVENSON STREET

TO THE NORTHEAST

E x P9

P19

P20

P17

P21

P23

P18

P11 P22

P15

P6 P7

P16

P26

P27

-5 0 0 51010

10152025303530

25201510

5 10152015

1055 15

10 15

NACHIK ST

N S

LOWER

(TASIGAROOK)

LAGOON

APAYAUK ST

OGROOK ST

STEVENSON ST

G0 + 00

G5 + 00

G10 + 00

G15 + 00

G20 + 00

G25 + 00

G30 + 00

G35 + 00

G40 + 00

G45 + 00

G50 + 00

G55 + 00

SURVEY CONTROL DATA

STATION

9494935

BLM S5253

BCE 1

BCE 2

BCE 3

BCE 4

BCE 5

BRW A

BRW B

BRW C

UTKIAVIE

NORTHING

6,335,595.81

6,347,941.78

6,339,457.92

6,333,871.76

6,329,242.58

6,317,745.05

6,320,608.68

6,321,751.34

6,321,542.70

6,321,962.70

EASTING

1,797,047.76

1,811,641.71

1,797,966.88

1,792,248.25

1,787,681.22

1,780,666.49

1,784,536.19

1,786,765.60

1,783,039.37

1,781,210.63

MLLW

5.80

4.53

10.10

4.39

8.22

43.54

36.71

26.18

34.81

41.25

DESCRIPTION

BRASS CAP

SURVEY CONTROL NOTES

LOCAL PROJECT HORIZONTAL CONTROL - ALASKA STATE PLANE ZONE 6, NAD83 (2011)

U.S. FEET

COORDINATES ARE ASPC ZONE 6, NAD83(2011) IN U.S. FEET. THE BASIS OF COORDINATES

IS THE NGS PUBLISHED NAD83(2011) ASPC ZONE 6 POSITIONS OF PRIMARY PROJECT

CONTROL POINTS (PPCP) "BRW A" (DF3637), A BRASS CAP MONUMENT HAVING A VALUE OF

N6,320,608.68 AND E1,784,536.19, PPCP "BRW B" (DF3638), A BRASS CAP HAVING A VALUE OF

N6,321,751.34 AND E1,786,765.60, AND PPCP "BRW C" (DF3639), A BRASS CAP HAVING A

VALUE OF N6,321,542.70 AND E1,783,039.37.

POSITIONS FOR OTHER CONTROL POINTS SHOWN HEREON WERE DETERMINED FROM

DIFFERENTIAL STATIC GPS OBSERVATIONS USING LEICA DUAL FREQUENCY RECEIVERS ON

JULY 29, 2018.

SCALE FACTOR

THE PROJECT COMBINED SCALE FACTOR IS 0.99992086. TO CONVERT GROUND DISTANCES

TO ASP GRID DISTANCES, MULTIPLY BY A COMBINED SCALE FACTOR OF 0.99992086. TO

CONVERT ASP GRID DISTANCES TO GROUND DISTANCES, MULTIPLY BY A COMBINED SCALE

FACTOR OF 100000000/99992086.

LOCAL PROJECT VERTICAL CONTROL - MLLW U.S. FEET

ELEVATIONS ARE MEAN LOWER LOW WATER (MLLW) BASED ON THE 1983-2001 TIDAL

EPOCH USING WATER LEVEL DATA COLLECTED AUGUST 2018 TO SEPTEMBER 2018 IN U.S.

FEET AT NOAA/NOS TIDAL STATION "949 4935, BARROW OFFSHORE, AK" BASED ON

CONTROL STATION "945 7645, PRUDHOE BAY, AK" HOLDING THE TIDAL BENCHMARK

"9494935 BLM S5253" (VM#18933/PID#BBBG78). BENCHMARK "9494935 BLM S5253" IS A BLM

BRASS CAP SET ON TOP OF A METAL PIPE AND HAS A VALUE OF 5.80 FEET ABOVE MLLW.

VERTICAL TIES TO THE NATIONAL SPATIAL REFERENCE SYSTEM ARE BASED ON PUBLISHED

NAVD88 (GEOID12B) ELEVATIONS HOLDING NOAA TIDAL BENCHMARK "9494935 BLM S5253"

(VM#18933/PID#BBBG78) AS 8.33 FEET.

ELEVATIONS FOR OTHER POINTS WERE DETERMINED BY DIFFERENTIAL LEVELING USING

CLOSED LEVEL LOOPS PERFORMED ON JULY 28 - AUGUST 1, 2018.

CONTOURS

CONTOURS SHOWN CONSIST OF AERIAL LIDAR COLLECTED 8 SEPT 2018 AND 11 SEPT 2018

BY QUANTUM SPATIAL, INC., AND HYDROGRAPHIC SURVEY DATA COLLECTED 1 AUG 2018

THROUGH 5 AUG 2018 BY ETRAC, INC.

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SHEET OF

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

US Army Corps of Engineers ® Alaska District

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

1K B2

K, A

O W

BCOES2

U G

1K B2

R -9

-0

NOT FOR CONSTRUCTION

D ra w in g O

:\E N

\P ub lic \E ng in ee r\U

\E N

-C W

\J ob s\

D w gs \C

9- C

-1

_C -6

.d w g la st s av ed o n 8/

P M w as p lo tte d by T ed ric k, R ob er t C C

M Y

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1K B2

-01

9-C -10

1_ C-

C-102

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Y C

O N

/ R

G -H J.

K C

A-

BACKGROUND IMAGE FROM DIGITAL

GLOBE, DATED 20 JULY 2016. UNO,

THE IMAGE IS PROVIDED FOR

GENERAL REFERENCE ONLY.

GENERAL SITE PLAN AND SURVEY CONTROL 1A1 SCALE: 1" = 300' 0 600'300'

C -1

PHOTO #, LOCATION, AND DIRECTION.

SEE G-901 THRU G-903. A TAIL WITH A

DOT MODIFIES THE LOCATION.

1K B2

MATCH TO SHEET STA G42+72.8C-108 (FUTURE TASK ORDER)

N 6,322,750

1, 1, E 1, 1, E 1, 1, E 1, 2, E 1, 2, E 1, 2, N 6,322,750

E 1, 2, N 6,323,000 N 6,323,000

N 6,323,250 N 6,323,250

N 6,323,500 N 6,323,500

N 6,323,750 E

1, 1, E 1, 1, E 1, 1, E 1, 2, E 1, 2, E 1, 2, N 6,323,750

E 1, 2, N 6,323,750

EGASAK ST

DRIVE-DOWN

BEACH ACCESS

CHUKCHI S

8' M

CRES

+1 8'

MLL

F1 C-301

29 + 00

30 + 00

31+00

32+00

32+00.19

MATCH LINE, SEE C-104 MATCH LINE, SEE C-104

L100

L19

C18

-15

-1

-5

-15

-10

-5

-1

-10

-5

15 20

0 +

102 + 00

103 + 00

104 + 00

105 + 00

106 + 00

107 + 00

108 + 00

109 + 00

110 + 00

CONSTRUCTION

WORK LIMITS, TYP

EXPOSED END OF (E)

CMP CULVERTS,

PROTECT AS REQ'D

SEE E1 / C-107 FOR

TIE-IN CLOSE-UP

5 10 15 20

5 15

STE

VENSON S

NACHIK ST

CUNNINGHAM ST

STE

VENSON S

NACHIK ST

CUNNINGHAM ST

STE

VENSON S

LOW BLUFF ALIGNMENT (BASE)

SEGMENT

NAME

L100

C100

L101

C101

L102

C102

L103

C103

L104

RADIUS

50.0

221.0

475.0

39.2

LENGTH

99.7

78.5

289.1

26.0

1,274.9

26.0

44.8

61.5

110.5

STATION

(START/END)

G100+00.0 G100+99.7

G100+99.7 G101+78.2

G101+78.2 G104+67.3

G104+67.3 G104+93.4

G104+93.4 G117+68.2

G117+68.2 G117+94.2

G117+94.2 G118+39.0

G118+39.0 G119+00.6

G119+00.6 G120+11.1

NORTHING

(START/END)

6,322,902.3 6,322,955.1

6,322,955.1 6,323,024.0

6,323,024.0 6,323,269.2

6,323,269.2 6,323,290.4

6,323,290.4 6,324,284.9

6,324,284.9 6,324,304.8

6,324,304.8 6,324,338.1

6,324,338.1 6,324,341.1

6,324,341.1 6,324,267.4

EASTING

(START/END)

1,781,847.1 1,781,762.5

1,781,762.5 1,781,746.6

1,781,746.6 1,781,899.7

1,781,899.7 1,781,914.8

1,781,914.8 1,782,712.5

1,782,712.5 1,782,729.3

1,782,729.3 1,782,759.2

1,782,759.2 1,782,814.5

1,782,814.5 1,782,896.8

CHORD

LENGTH

70.7

26.0

55.4

CHORD

BEARING

N13°00'48"W

N35°21'34"E

N40°18'01"E

N86°52'07"E

NOTE: DISTANCES SHOWN ARE GRID, NOT GROUND, DISTANCES.

CONSTRUCTION

WORK LIMITS

(BASE)

CORNER#

NORTHING

6,322,974.46

6,322,881.23

6,322,940.37

6,323,036.65

6,323,122.54

6,323,386.13

6,323,975.83

6,323,963.81

6,324,057.04

6,324,200.36

6,324,244.39

6,324,276.37

6,324,376.15

6,324,447.33

EASTING

1,781,622.34

1,781,770.67

1,781,799.67

1,781,811.56

1,781,858.66

1,782,047.80

1,782,543.97

1,782,621.55

1,782,637.02

1,782,760.46

1,782,842.73

1,782,833.90

1,782,901.12

1,782,803.88

D R

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NUMBER:

SHEET OF

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

US Army Corps of Engineers ® Alaska District

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

1K B2

K, A

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BCOES2

U G

1K B2

R -9

-0

NOT FOR CONSTRUCTION

D ra w in g O

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\P ub lic \E ng in ee r\U

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\J ob s\

D w gs \C

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.d w g la st s av ed o n 8/

A M w as p lo tte d by T ed ric k, R ob er t C C

M Y

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1K B2

-01

9-C -10

1_ C-

C-103

BACKGROUND IMAGE FROM DIGITAL

GLOBE, DATED 20 JULY 2016. UNO,

THE IMAGE IS PROVIDED FOR

GENERAL REFERENCE ONLY.

0 100'50'

LOW BLUFF (BASE) SITE PLAN IA1 SCALE: 1" = 50'

/ R

G -H J.

K C

A-

A1 / C-102 A1 / C-104

1K B2

N 6,323,750 N 6,323,750

E 1, 2, E 1, 2, E 1, 2, E 1, 2, E 1, 3, E 1, 3, N 6,323,750

E 1, 3, N 6,324,000 N 6,324,000

N 6,324,250 N 6,324,250

N 6,324,500 N 6,324,500

N 6,324,750 E

1, 2, E 1, 2, E 1, 2, E 1, 2, E 1, 3, E 1, 3, N 6,324,750

E 1, 3, KO

CHUKCHI S

EA CREST

EL =

+1 8'

MLL

WF1

C-301

1000 + 00

1001+ 00

1002 + 00

1003 + 00

78.20

MATCH LINE, SEE C-103

MATCH LINE, SEE C-104

MATCH LINE, SEE C-103

MATCH LINE, SEE C-104

L104

C10

C103

C10

-1

-15

-1

-10

-1

-10

-5

5 5

15 15

111+ 00

112 + 00

113 + 00

114 + 00

115 + 00

116 + 00

117 + 00

118 + 00

119+00

120+00

120+11.07

C H

U R

C H

SEE E7 / C-107 FOR

TIE-IN CLOSE-UP

C-201 A1

-5

5 10

N S

STEVENSON ST

EBEN H

OPSON S

LOWER

(TASIGAROOK)

LAGOON

EBEN H

OPSON S

SADIE

EAKOK

) P

YGROUND14

D R

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C H

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U .S

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H O

E, A

A C

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REFERENCE

NUMBER:

SHEET OF

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

US Army Corps of Engineers ® Alaska District

VERIFY SCALES: BAR IS ONE INCH

ON ORIGINAL DRAWING

0 1"

1K B2

K, A

O W

BCOES2

U G

1K B2

R -9

-0

NOT FOR CONSTRUCTION

D ra w in g O

:\E N

\P ub lic \E ng in ee r\U

\E N

-C W

\J ob s\

D w gs \C

9- C

-1

_C -6

.d w g la st s av ed o n 8/

P M w as p lo tte d by T ed ric k, R ob er t C C

M Y

O A

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1K B2

-01

9-C -10

1_ C-

C-104

BACKGROUND IMAGE FROM DIGITAL

GLOBE, DATED 20 JULY 2016. UNO,

THE IMAGE IS PROVIDED FOR

GENERAL REFERENCE ONLY.

0 100'50'

LOW BLUFF (BASE) SITE PLAN IIA1 SCALE: 1" = 50'

/ R

G -H J.

K C

A-

A1 / C-102 A1 / C-103

1K B2

WILEY POST - WILL ROGERS

MEMORIAL AIRPORT

MOR R

OCK

CRES

+2 0'

MLL

F7 C-301

+ 00

12 + 00

13 + 00

14 + 00

15 + 00

16 + 00

17 + 00

18 + 00

19 + 00

UTKIAVIE

MATCH LINE, SEE C-106 MATCH…

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File details come from the government source that posted it. Updated Sep 1, 2023.