W911KB-16-D-0015_Dwgs_RFP-11x17.pdf

PDF 11 MB Posted Jul 6, 2016

Attached to: River Revetment Phase III, Unalakleet, Alaska
Solicitation number: W911KB-16-R-0015
Issued by: Department of the Army Corps of Engineers Engineering District Alaska

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W911KB-16-R-0015_AM_6.pdf	PDF	Aug 16, 2016
Dwgs-UNK337747A-AM_6-22x34.pdf	PDF	Aug 16, 2016
AM_5.pdf	PDF	Aug 9, 2016
W911KB-16-R-0015_Amendment__4.pdf	PDF	Aug 3, 2016
AM_3_W911KB-16-R-0015.pdf	PDF	Aug 1, 2016
W911KB-16-R-0015_Amendment__2.pdf	PDF	Jul 26, 2016
16R0015-0001.pdf	PDF	Jul 12, 2016
W911KB-16-R-0015_RFP_Dwgs.pdf	PDF	Jul 6, 2016
W911KB-16-R-0015_RFP.pdf	PDF	Jul 6, 2016
W911KB-16-R-0015_RFP_Specs.pdf	PDF	Jul 6, 2016

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of Engineers

Alaska District

US Army Corps

RIVER REVETMENT PHASE III

W911KB-16-R-0015

UNALAKLEET, ALASKA

UNK337747A

RFP, 06 JULY 2016

D r a w i n g

N I F

I E

D E

N C

W J o b s U

N K

D w g s C

A D

N K

A G d w g l a s t s a v e d o n

M w a s p l o t t e d b y

T e d r i c k

R o b e r t

O A

Drawing # 6-UNK-154-20-01 Sheet 1 of 22

TABLE OF CONTENTS

Sht REF. Number Sheet Title

GENERAL: GENERAL

1 G-001 COVER SHEET

2 G-002 GENERAL NOTES AND ABBREVIATIONS

SURVEY & MAPPING: PLANS

3 V-101 LOCATION AND VICINITY MAP

GEOTECHNICAL: PLANS

4 B-101 TEST BORING SITE PLAN

GEOTECHNICAL: SCHEDULES AND DIAGRAMS

5 B-601 EXPLORATION LOGS I

6 B-602

EXPLORATION LOGS II

7 B-603 EXPLORATION LOGS III

8 B-604

EXPLORATION LOGS IV

CIVIL: PLANS

9 C-101 SITE PLAN AND SURVEY CONTROL

10 C-102 SITE GRADING PLAN

CIVIL: SECTIONS

11 C-301 EXISTING ROCK REVETMENT TEMPLATE

12 C-302 FISH PROCESSOR OUTFALL

CIVIL: PHOTOS

13 C-901 SITE PHOTOS

STRUCTURAL: PLANS

14 S-101 MODIFIED DIAPHRAGM SITE PLAN - PilePro SWC 120

15 S-102

MODIFIED DIAPHRAGM SITE PLAN - Skyline PS 120° Y PILE

16 S-103 MODIFIED DIAPHRAM SITE PLAN - R.W. ConklinSteel SWC 120

STRUCTURAL: ELEVATIONS

17 S-201 MODIFIED DIAPHRAGM ELEVATIONS

STRUCTURAL: SECTIONS

18 S-301 MODIFIED DIAPHRAGM SECTION

STRUCTURAL: DETAILS

19 S-501 SHEET PILE DETAILS

20 S-502

BOLLARD, LADDER AND SCUPPER DETAILS

21 S-503 FENDER PILE DETAILS I

22 S-504 FENDER PILE AND MISC DETAILS

P2 NO. 337747

ABBREVIATIONSGENERAL NOTES

1. SCOPE OF WORK:

THIS PROJECT INCLUDES CONSTRUCTION OF A NEW MODIFIED DIAPHRAGM SHEET PILE

BULKHEAD ON THE WEST BANK OF THE UNALAKLEET RIVER DOWNSTREAM FROM THE

EXISTING CITY DOCK.

2. DESIGN CRITERIA:

a. USUAL LOADING:

· TIDAL FLUCTUATION FROM -0.7' TO +3.7' MLLW

· 2 FOOT LAG IN WATER LEVEL WITHIN CELL FILL

· WITH OR WITHOUT 1,000 PSF SURCHARGE

· 100 TON CRAWLER CRANE WITH TRACK A MINIMUM OF 5' FROM WALL FACE

· 50 TON MOBILE CRANE WITH OUTRIGGERS A MINIMUM OF 5' FROM WALL FACE

· CONTACT THE DESIGNER ON A CASE-BY-CASE BASIS FOR OTHER LOADS

b. UNUSUAL LOADING:

· WATER LEVEL FROM -3' TO +13' MLLW

· 3 FOOT LAG IN WATER LEVEL WITHIN CELL FILL

· WITH OR WITHOUT 1,000 PSF SURCHARGE

c. EXTREME LOADING:

· SEISMIC (Kh = 0.3)

· TIDAL FLUCTUATION FROM -0.7' TO +3.7' MLLW

· WITH OR WITHOUT 1,000 PSF SURCHARGE

3. APPLICABLE CODES:

a. AISC STEEL CONSTRUCTION MANUAL, 13TH EDITION

b. AWS D1.1 STRUCTURAL WELDING CODE - STEEL

c. EM 1110-2-2504, 31 MARCH 1994, DESIGN OF SHEET PILE WALLS

d. ACI 318-11, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

4. MATERIALS:

a. PS 27.5 FLAT SHEET PILES & ACCESSORIES: ASTM A572 GR 50 TYPE 3, Fu = 65 KSI

b. MISCELLANEOUS STEEL PLATE: ASTM A572 GR 50, Fu = 65 KSI

c. MISCELLANEOUS STEEL ROUND BAR: ASTM A572 GR 50, Fu = 65 KSI

d. MISCELLANEOUS PIPE: ASTM A53 GR B, Fy = 35 KSI, Fu = 60 KSI

e. RECTANGULAR HSS: ASTM A500 GR B, Fy = 42 KSI, Fu = 58 KSI

f. FENDER AND BOLLARD PILES: ASTM A572 GR 50, Fu = 65 KSI

g. Y-PILE BOLLARDS: ASTM A572 GR 50, Fu = 65 KSI

h. REINFORCING BARS ASTM A706 GR 60, Fu = 80 KSI

i. HDPE FENDER SLEEVES (IPS) PE3408

5. STAGING AREA:

NO STAGING AREA IS DESIGNATED. COORDINATE WITH THE CITY OF UNALAKLEET'S CITY

MANAGER, PHONE (907) 624-3531 OR FAX (907) 624-3130.

6. SCHEDULE AND COORDINATION:

WORK SCHEDULES SHALL BE COORDINATED WITH THE CITY MANAGER AND SHALL MINIMIZE

THE INTERRUPTION OF ACCESS TO, AND WORK AT, THE CITY DOCK. PROVIDE A SCHEDULE

OF ALL CONSTRUCTION ACTIVITY FOR REVIEW AND APPROVAL PRIOR TO MOBILIZING TO THE

SITE.

7. PILE DRIVING:

a. SEE SPECIFICATION SECTION 31 41 16 FOR STEEL SHEET PILING REQUIREMENTS.

b. DRIVEN BOLLARDS:

· TOP OF DRIVEN BOLLARD SHALL BE LOCATED WITHIN 3 INCHES OF SPECIFIED

LOCATION.

· DRIVEN BOLLARDS SHALL BE PLACED PLUMB WITH OUT-OF-PLUMBNESS NOT

EXCEEDING

INCH PER FOOT OF LENGTH.

· PILE SHALL BE SUPPLIED AND DRIVEN FULL LENGTH WITH MAXIMUM CUT OFF AS

SHOWN. NOTIFY CONTRACTING OFFICER IF REQUIRED EMBEDMENT IS NOT

POSSIBLE.

· SEE SPECIFICATION SECTION 31 62 22 FOR DRIVEN BOLLARD PILE REQUIREMENTS.

c. FENDER PILES:

· CONTRACTOR SHALL ESTABLISH PIERHEAD LINES A, B, AND C, AS SHOWN ON SHEET

C-102, NOMINALLY 14 INCHES FROM OUTER FACE OF CELLS AFTER COMPLETION OF

SETTLEMENT MONITORING PERIOD.

· PILES SHALL BE PLACED AS PRECISELY AS POSSIBLE TO ESTABLISH TRUE PIERHEAD

LINES. TOP OF PILE "AS-DRIVEN" TOLERANCE SHALL BE LOCATED WITHIN 2" OF

LOCATION REQUIRED FOR PIERHEAD LINE. CONNECTION PLATE FROM TOP OF PILE

TO FACE OF SHEET PILE CELLS SHALL BE USED TO PULL PILES INTO A BEST-FIT

ALIGNMENT. IN NO CASE SHALL THIS ADJUSTMENT EXCEED 2 INCHES.

· PILES SHALL BE PLACED PLUMB WITH OUT-OF-PLUMBNESS NOT EXCEEDING

INCH

PER FOOT OF LENGTH.

· INSTALL WITH VIBRATORY HAMMER IF POSSIBLE.

· THE CONNECTION PLATES FROM THE TOP OF THE FENDER PILES TO THE CELL FACE

SHALL BE SIZED (FOR PLAN DIMENSIONS) AND FIELD TRIMMED BY THE CONTRACTOR

TO ESTABLISH TRUE PIERHEAD LINES A, B, AND C AS SHOWN ON SHEET C-102.

Y-PILE SPACING AND EVEN CELL FILLING ARE CRITICAL ELEMENTS FOR SIZING OF

THESE FENDER PILE CONNECTION PLATES. EXCESSIVE CELL DISTORTION CAUSED

BY A LACK OF MAINTAINING Y-PILE SPACING OR UNEVEN FILLING WILL RESULT IN AN

UNEVEN DOCK FACE WHICH WILL REQUIRE LARGE VARIATIONS IN THE FENDER PILE

CONNECTION PLATES IN ORDER TO ESTABLISH THE PIERHEAD LINES AS SHOWN.

FULL RESPONSIBILITY FOR COORDINATION OF THESE ITEMS RESTS WITH THE

CONTRACTOR.

· SEE SPECIFICATION SECTION 31 62 22 FOR FENDER PILE REQUIREMENTS.

8. STRUCTURAL WELDING:

WELDERS SHALL BE QUALIFIED AS SPECIFIED IN AWS FOR THE PARTICULAR PROCESS AND

PROCEDURE THAT THE WELDER WILL PERFORM. PROCEDURE QUALIFICATION TEST

RECORDS FOR THE MATERIAL AND PROCEDURE PERFORMED WILL BE REQUIRED IN

ACCORDANCE WITH AWS D1.1 SECTION 4.1.3. SUBMIT WELDER CERTIFICATIONS.

9. GALVANIZING:

GALVANIZE LADDERS AFTER FABRICATION AS SPECIFIED IN SECTION 05 50 15.

10. FIELD WELDING:

PREHEAT STEEL TO A MINIMUM 70°F (120°F FOR TEMPORARY WELDS) TO DRIVE OFF

MOISTURE AND WELD PER AWS D1.1.

@ AT

# NUMBER

& AND

2L DOUBLE ANGLE

℄ CENTERLINE

Ø DIAMETER, ROUND

AB ANCHOR BOLT

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AKDOT ALASKA DEPARTMENT OF

TRANSPORTATION

ALUM ALUMINUM

APPROX APPROXIMATELY

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BJ BAR JOIST

BLDG BUILDING

BLKG BLOCKING

BOTT BOTTOM

BP BASE PLATE

C AMERICAN STANDARD CHANNELS

CHKR CHECKER

CIP CAST IN PLACE

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONN(S) CONNECTION(S)

CONT CONTINUOUS

COORD'S COORDINATES

CP COMPLETE PENETRATION

CSC COUNTERSINK

DET(S) DETAIL(S)

DICA DRILL-IN-CONCRETE-ANCHOR

DIST DISTANCE

DO DITTO

DR DIMENSION RATIO

DWG(S) DRAWING(S)

(E) EXISTING

EA EACH

EF EACH FACE

EL ELEVATION, EARTHQUAKE LOAD

EW EACH WAY

EXP EXPANSION

EXT EXTERIOR

f`c COMPRESSIVE STRENGTH

FAB FABRICATION

FBW FLOATING BREAKWATER

FF FINISH FLOOR

FH FLAT HEAD

FIO FOR INFORMATION ONLY

FLR FLOOR

FRT FIRE RETARDANT TREATED

FS FAR SIDE

FT FOOT, FEET

GALV GALVANIZED

H HIGH

HAS HEADED ANCHOR STUD

HDG HOT-DIPPED GALVANIZED

HGT HEIGHT

HOR HORIZONTAL

HS HIGH-STRENGTH

HSB HIGH-STRENGTH BOLT

HSS HOLLOW STRUCTURAL SECTION

INT INTERIOR

JT JOINT

JST JOIST

K-FT KIP-FEET

KIP 1,000 POUNDS

kN KILONEWTON(S)

L ANGLE, LONG

LBS POUNDS

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LSL LONG-SLOTTED HOLE

M STEEL SHAPE FROM THE MISCELLANEOUS SECTION

MAX MAXIMUM

MBR(S) MEMBERS(S)

MEG MATCH EXISTING GRADE

MI MALLEABLE IRON

MILS THOUSANDTHS OF AN INCH

MIN MINIMUM

MISC MISCELLANEOUS

MIW MALLEABLE IRON WASHER

MPa MEGAPASCAL(S)

MPH MILES PER HOUR

MT STRUCTURAL TEE FROM THE M SERIES

SECTION

N NORTH

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

OVS OVERSIZED HOLES

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PJP PARTIAL JOINT PENETRATION

PL PLATE(S)

PLF POUNDS PER LINEAR FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

R RADIUS

RBW RUBBLEMOUND BREAKWATER

REBAR REINFORCING STEEL BAR(S)

REINF REINFORCING, REINFORCEMENT, REINFORCED

REQD REQUIRED

RO ROUGH OPENING

RP RADIUS POINT

S AMERICAN STANDARD STEEL SHAPE, SOUTH

SPACING

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SLH SHORT LEG HORIZONTAL

SLV SHORT LEG VERTICAL

SOG SLAB ON GRADE

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

SSL SHORT-SLOTTED HOLE

ST STRUCTURAL TEE FROM THE S SERIES

SECTION

STA STATION

STD STANDARD, STANDARD WEIGHT PIPE

STL STEEL

SYM SYMMETRICAL

T TOP

T&B TOP & BOTTOM

THK THICK(NESS)

THRU THROUGH

TOC TOP OF CONCRETE

TP TERMINATION PILE

TRANS TRANSVERSE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UHMW-PE ULTRA HIGH MOLECULAR WEIGHT

POLYETHYLENE

USACE U.S. ARMY CORPS OF ENGINEERS

VERT VERTICAL

W W SERIES SECTION, WEST, WIDE

W/ WITH

W/O WITHOUT

WL WORK LINE

WP WORK POINT

WT WEIGHT, STRUCTURAL TEE FROM W SERIES

SECTION

WWF WELDED WIRE FABRIC

XS EXTRA-STRONG WEIGHT PIPE

XXS DOUBLE-EXTRA-STRONG WEIGHT PIPE

YD YARD

YD³ CUBIC YARD

U N

K A

G E

N E

R A

G-002

G E

N E

R A

O T

E S

N D

B B

R E

V I A

T I O

N S

E D

C E

P O

A E

N G

A U

C E

D A

E N

I S

S E

R C

G E

N E

R A

ALASKA DISTRICT

D R

A W

I N

F I L E

D W

C A

L E

P L O

C A

L E

D A

T E

A C

T I O

N S

Y M

D R

A W

R E

S I D

E N

N G

I N

E E

D A

T E

S T

A T

P R

I M

O N

T R

A C

T O

R D

A T

E D

E S

C R

I P

T I O

N A

P P

C I T

C O

N T

R A

C T

O R

C O

N T

R A

R E

C O

M M

E N

D E

A P

P R

O V

E D

S U

B M

I T

T E

D E

S I G

N E

R E

V I E

W E

C H

I E

R A

N C

C H

I E

T I O

U S

R M

N G

I N

E E

I S

T R

I C

A N

C H

O R

A G

L A

S K

C O

R P

N G

I N

E E

R S

REFERENCE

NUMBER:

SHEET OF

HGFEDCBA

US ARMY CORPS

OF ENGINEERS

D r a w i n g

N I F

I E

D E

N C

W J o b s U

N K

D w g s C

A D

N K

A G d w g l a s t s a v e d o n

M w a s p l o t t e d b y

T e d r i c k

R o b e r

N K

U N

K A

N o

W K

B R

J U

L Y

RFP

R I V

E T

M E

H A

U N

A L

A K

L E

E T

L A

S K

IF THIS LINE DOES NOT MEASURE

2", ADJUST SCALE ACCORDINGLY.

-5

3001500-150

FULL SCALE: 1" = 150'

F S

PROJECT

LOCATION

CITY OF

UNALAKLEET

NORTON SOUND

GENERAL NOTES, CONT'D.

7. THE PROJECT SITE IS SUBJECT TO HIGH WINDS, WAVES, AND

CURRENTS. SUCH WAVE AND CURRENT CONDITIONS CAN

AND DO OCCUR ANY TIME DURING THE ICE-FREE SEASON.

THE CONTRACTOR SHALL PLAN AND PERFORM ITS

CONSTRUCTION ACTIVITIES AND SEQUENCE TO TAKE INTO

ACCOUNT SUCH CONDITIONS.

8. WAVE HEIGHTS OF UP TO 6 FEET AND PERIODS OF 4 TO 5

SECONDS HAVE BEEN OBSERVED TO THE WEST OF THE

PROJECT SITE BUT ARE SIGNIFICANTLY SMALLER AT THE

PROJECT SITE. TIDAL AND RIVER CURRENTS OF UP TO 2

KNOTS AND GREATER ARE COMMON DURING HIGH TIDAL

FLUCTUATIONS OR FLOWS IN THE RIVER.

9. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE

PRECAUTIONS TO AVOID ANY DISTURBANCE OF THE

EXISTING SHEET PILE DOCK LOCATED AT THE EAST END OF

THE PROJECT SITE.

10. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF

UNALAKLEET CITY ADMINISTRATOR (907-624-3531) AND THE

LOCAL FISH PROCESSOR (907-625-1045) TO MINIMIZE

DISRUPTION OF RIVER MOUTH NAVIGATION, DOCK

OPERATIONS, AND FISH DELIVERY AND PROCESSING.

GENERAL NOTES

1. THIS PROJECT IS LOCATED AT THE SOUTHERN END OF THE NORTH SPIT AT

THE MOUTH OF THE UNALAKLEET RIVER. THE SITE IS ALONG THE BEACH

PERIMETER FRONTING THE CITY OF UNALAKLEET AND IS SUBJECT TO RIVER

FORCES. THERE IS AN EXISTING GABION SEAWALL COVERING THE

PROJECT SITE. THE GABIONS WERE CONSTRUCTED IN THE SUMMER OF

2000 BY THE NATURAL RESOURCES CONSERVATION SERVICE. THERE HAVE

BEEN VARYING DEGREES OF DAMAGE TO THE GABIONS SINCE COMPLETION.

DEBRIS IMPACTS MAY ALTER THEIR CONDITION FURTHER PRIOR TO

CONSTRUCTION OF THIS PROJECT.

2. BATHYMETRY IS EXTREMELY SHALLOW IN THE IMMEDIATE VICINITY OF THE

CITY OF UNALAKLEET AND THE MOUTH OF THE UNALAKLEET RIVER.

ACCESS TO THE PROJECT SITE BY TUG AND BARGE MAY BE DIFFICULT DUE

TO SHOALS AND SHALLOW WATER CONDITIONS. NO ESTABLISHED BARGE

LANDING SITE IS PROVIDED FOR THIS PROJECT. THE TRADITIONAL,

UNIMPROVED BARGE LANDING SITE IS APPROXIMATELY 4.25 HAUL ROUTE

ROAD MILES NORTH OF THE PROJECT SITE, AND IS ALSO CHARACTERIZED

BY SHALLOW OFFSHORE BATHYMETRY. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY PERMITTING, COORDINATION WITH PROPERTY

OWNERS, AND DREDGING OR CONSTRUCTION OF TEMPORARY FACILITIES

THAT MAY BE NECESSARY TO FACILITATE ACCESS BY TUG AND BARGE.

3. THE MOUTH OF THE UNALAKLEET RIVER IS USED EXTENSIVELY FOR

NAVIGATION. ACCESS TO THE COMMUNITY BY FISHING VESSELS, BARGES,

AND SMALL SKIFFS OCCURS THROUGHOUT THE OPEN WATER SEASON. THE

CONTRACTOR SHALL COORDINATE ANY REQUIRED TEMPORARY RIVER

BLOCKAGES AS INDICATED IN NOTE 10.

4. NORTON SOUND IS GENERALLY ICE-FREE FROM MID-JUNE THRU

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.

5. MEAN MONTHLY DISCHARGE IN CFS FOR THE UNALAKLEET RIVER AT

UNALAKLEET VARIES FROM A HIGH OF 4,480 (MAY) TO A LOW OF 1,600 (OCT)

DURING THE OPEN WATER SEASON. MONTHLY DISCHARGE CAN VARY

SIGNIFICANTLY YEAR TO YEAR DEPENDING ON HYDROLOGIC CONDITIONS.

DAILY FLOWS CAN ALSO VARY SIGNIFICANTLY. HISTORIC DISCHARGE DATA

FOR THE PERIOD 21 MAY 1997 THRU 30 SEPTEMBER 2007 MAY BE OBTAINED

FROM THE US GEOLOGICAL SURVEY (USGS) FOR SITE 15565700.

6. THE PROJECT SITE IS SUBJECT TO WATER LEVEL FLUCTUATIONS ABOVE

AND/OR BELOW PREDICTED TIDE ELEVATIONS BASED ON CHANGING

ATMOSPHERIC PRESSURE, WAVE SET-UP, AND STORM SURGE CONDITIONS.

WATER SURFACE ELEVATIONS AT NOME HAVE BEEN OBSERVED AS HIGH AS

+13' MLLW AND AS LOW AS -4' MLLW. SIMILAR WATER LEVEL FLUCTUATIONS

AT UNALAKLEET MAY OCCUR. SEE WEBSITE BELOW FOR UNALAKLEET TIDE

STATION DATA.

U N

K A

P L

A N

V-101

L O

C A

T I O

I N

I T

A P

E D

C E

P O

A E

N G

A U

C E

D A

E N

E i s s e s

R C

S U

R V

P I N

ALASKA DISTRICT

D R

A W

I N

F I L E

D W

C A

L E

P L O

C A

L E

D A

T E

A C

T I O

N S

Y M

D R

A W

R E

S I D

E N

N G

I N

E E

D A

T E

S T

A T

P R

I M

O N

T R

A C

T O

R D

A T

E D

E S

C R

I P

T I O

N A

P P

C I T

C O

N T

R A

C T

O R

C O

N T

R A

R E

C O

M M

E N

D E

A P

P R

O V

E D

S U

B M

I T

T E

D E

S I G

N E

R E

V I E

W E

C H

I E

N C

C H

I E

T I O

U S

R M

N G

I N

E E

I S

T R

I C

A N

C H

O R

A G

L A

S K

C O

R P

N G

I N

E E

R S

REFERENCE

NUMBER:

SHEET OF

HGFEDCBA

US ARMY CORPS

OF ENGINEERS

D r a w i n g

N I F

I E

D E

N C

W J o b s U

N K

D w g s C

A D

N K

A V d s t s a v e d o n

M w a s p l o t t e d b y

T e d r i c k

R o b e r

N K

U N

K A

N o

W K

B R

RFP

R I V

E T

M E

U N

A L

A K

L E

E T

L A

LOCATION MAP

VICINITY MAP

KOTLIK

N.T.S.

SEWARD

NOME SEWARD PENINSULA

NORTON SOUND

UNALAKLEET

BERING SEA

TIDAL DATA, UNALAKLEET,

ALASKA*

ELEVATION

LEVEL (FT MLLW)

MEAN HIGHER HIGH WATER (MHHW) +3.7

MEAN HIGH WATER (MHW) +3.1

MEAN SEA LEVEL (MSL) +1.7

MEAN LOWER LOW WATER (MLLW) 0.0

EXT. LOW WATER -0.7

SOURCE: NOAA NATIONAL OCEAN SERVICE

*BASED ON SHAKTOOLIK, ALASKA, TIDAL EPOCH 1983-2001.

PROJECT

LOCATION

BRISTOL

BAY

BERING SEA

ARCTIC OCEAN

GULF OF ALASKA

KODIAK

JUNEAU

KING SALMON

ST. PAUL

BETHEL

ANCHORAGE

UNALAKLEET

FAIRBANKS

NOME

N.T.S.

BARROW

SOURCE:

NOAA CHART 16200, NORTON SOUND TO BERING STRAIT

UPDATED OCT/04

SOUNDINGS ARE IN FATHOMS, DATUM: 0 FT. MEAN LOWER LOW WATER (MLLW)

http://tidesandcurrents.noaa.gov/data_menu.shtml?stn=9468333%%%20Unalakleet,%%%20AK&type=Tide%%%20Data

PROJECT

LOCATION

PROJECT

LOCATION

AP-001

AP-002

AP-004

AP-005

AP-006

AP-007

AP-008

AP-009

AP-011

AP-012

U N

A L A

K L E

E T

E R

2+00

3+00

P C

1+50

2+50

-5

-3

-6

(E) ROCK REVETMENT

(APPROX LIMITS)

LEGEND

EXISTING GABIONS

EXISTING BUILDING

EXISTING TRAIL

EDGE OF ROAD

CONSTRUCTION BOUNDARY

BASELINE

EDGE OF GRAVEL PARKING

TEST BORING SITE PLAN

SCALE: 1" = 16'

CONCRETE PAD

FULL SCALE: 1" = 16'

3216-16

BULKHEAD PLAN SHOWN

IS BASED ON PilePro SWC

120° Y PILES, SIMILAR

FOR OTHER Y PILE

LAYOUTS

GRADING THIS PROJECT

TEST BORING LOCATION,

TYPICAL OF 12, SEE NOTES

BELOW, SHEETS B-601 THRU

B-604 AND SPEC SECTION 31

41 16

TEST BORING LOCATION

AP-0XX

TEST BORING NOTES:

1. THE SUBSURFACE EXPLORATION OF THIS PROJECT WAS CONDUCTED FROM 20 TO 30 MARCH

2013. A TOTAL OF 12 TEST BORINGS WERE DRILLED, RANGING IN DEPTH FROM 31.5 TO 42.5

FEET BELOW THE GROUND SURFACE. THE BORINGS HAVE BEEN DESIGNATED AP-001

THROUGH AP-012 AND WERE DRILLED WITH A SKID-MOUNTED, CME-45 DRILL RIG FITTED WITH

CONTINUOUS FLIGHT, 3.25-INCH INSIDE DIAMETER, HOLLOW-STEM AUGER. DENALI DRILLING

PROVIDED THE EQUIPMENT AND CREW TO PERFORM THE DRILLING. AN ENGINEER WITH THE

U.S. ARMY CORPS OF ENGINEERS, ALASKA DISTRICT SUPERVISED THE DRILLING AND LOGGED

THE TEST BORINGS.

2. SOIL SAMPLES WERE OBTAINED IN ACCORDANCE WITH ASTM D 1586, STANDARD TEST

METHOD FOR PENETRATION TEST (SPT) AND SPLIT-BARREL SAMPLING OF SOILS USING AN

UNLINED SPLIT-BARREL SAMPLER. THE SAMPLER HAD AN OUTSIDE DIAMETER OF 2.0-INCHES

AND AN INSIDE DIAMETER OF 1.375-INCHES AND WAS DRIVEN WITH A 140-POUND SAFETY

HAMMER, FALLING 30 INCHES ON AN ANVIL AND AWJ SAMPLE RODS. THE SAFETY HAMMER

WAS POWERED BY A CATHEAD AND ROPE.

3. THE NUMBER OF BLOWS REQUIRED TO DRIVE EACH SIX-INCH INCREMENT IS RECORDED ON

THE EXPLORATION LOGS. THE REPORTED BLOW COUNT IS AN INDICATION OF THE RELATIVE

DENSITY OR CONSISTENCY OF THE SOIL. IT SHOULD BE NOTED THAT BLOW COUNTS

OBTAINED IN FROZEN SOILS DO NOT REPRESENT THE PENETRATION OF THOSE SAME SOILS IN

A THAWED STATE.

4. 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).

5. 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 BY DRILL ACTION.

6. TEST BORING LOCATIONS WERE SURVEYED USING STANDARD SURVEY TECHNIQUES BY DOWL

ENGINEERS, LLC UNDER CONTRACT WITH U.S. ARMY CORPS OF ENGINEERS, ALASKA

DISTRICT. TEST BORING COORDINATES ARE REPORTED IN NAD83 (EPOCH 2003.0000) ALASKA

STATE PLANE (ASPC), ZONE 7, IN U.S. FEET. THE BASIS OF COORDINATES IS USDOA STATION

"NRCS 7 2000", AN ALUMINUM MONUMENT HAVING A VALUE OF N3,613,105.58 AND E1,836,174.28.

POSITIONS FOR OTHER PROJECT CONTROL POINTS WERE DETERMINED BY DIFFERENTIAL

STATIC GPS OBSERVATIONS TAKEN AT VARIOUS TIMES. ELEVATIONS ARE REPORTED IN MEAN

LOWER LOW WATER (MLLW) BASED ON THE 1983-2001 TIDAL EPOCH IN U.S. FEET. THE BASIS

OF ELEVATIONS IS NOAA/NOS TERTIARY TIDE STATION "946 8333 UNALAKLEET, AK" PUBLISHED

11/29/2011, HOLDING THE PRIMARY TIDAL BENCH MARK "8333 H 2011" AS 12.57 FEET ABOVE

MLLW. BENCH MARK "8333 H 2011" IS A STAINLESS STEEL DRIVE ROD WITH DATUM POINT IN AN

ALUMINUM CAPPED CASE.

U N

P L

A N

B-101

T E

I N

I T

L A

E D

C E

P O

A E

N G

A U

C E

D A

E N

A J E

R C

G E

O T

E C

H N

I C

A L

ALASKA DISTRICT

D R

A W

I N

F I L E

D W

C A

L E

P L O

C A

L E

D A

T E

A C

T I O

N S

Y M

D R

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R E

S I D

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I N

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D A

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S T

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P R

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T O

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E D

E S

C R

I P

T I O

N A

P P

C I T

C O

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C O

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R A

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C O

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D E

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P R

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S U

B M

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T E

D E

S I G

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V I E

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C H

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C H

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REFERENCE

NUMBER:

SHEET OF

HGFEDCBA

US ARMY CORPS

OF ENGINEERS

D r a w i n g

N I F

I E

D E

N C

W J o b s U

N K

D w g s C

A D

N K

A B d s t s a v e d o n

M w a s p l o t t e d b y

T e d r i c k

R o b e r

N K

U N

K A

N o

W K

B R

RFP

R I V

E T

M E

U N

A L

A K

L E

E T

L A

U N

S C

H E

D U

L E

G R

A M

B-601

E X

P L

O R

A T

I O

O G

E D

C E

P O

A E

N G

A U

C E

D A

E N

A J E

R C

G E

O T

E C

H N

I C

A L

ALASKA DISTRICT

D R

A W

I N

F I L E

D W

C A

L E

P L O

C A

L E

D A

T E

A C

T I O

N S

Y M

D R

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R E

S I D

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I N

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D A

T E

S T

A T

P R

I M

O N

T R

A C

T O

R D

A T

E D

E S

C R

I P

T I O

N A

P P

C I T

C O

N T

R A

C T

O R

C O

N T

R A

R E

C O

M M

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D E

A P

P R

O V

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S U

B M

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T E

D E

S I G

N E

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V I E

W E

C H

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N C

C H

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A N

C H

O R

A G

L A

S K

C O

R P

N G

I N

E E

R S

REFERENCE

NUMBER:

SHEET OF

HGFEDCBA

US ARMY CORPS

OF ENGINEERS

D r a w i n g

N I F

I E

D E

N C

W J o b s U

N K

D w g s C

A D

N K

A B d s t s a v e d o n

M w a s p l o t t e d b y

T e d r i c k

R o b e r

N K

U N

K A

N o

W K

B R

RFP

R I V

E T

M E

U N

A L

A K

L E

E T

L A

NOTES:

1. SEE SHEET B-101 FOR LOCATIONS OF BORINGS

AP-001 THRU AP-012.

2. THE EXPLORATION LOGS SHOWN ON THIS SHEET

ARE ALSO CONTAINED IN SPECIFICATION SECTION

31 41 16, ATTACHMENT (1).

AutoCAD SHX Text

AutoCAD SHX Text 0.5

AutoCAD SHX Text 0.25

AutoCAD SHX Text 0.5

AutoCAD SHX Text

AutoCAD SHX Text 0.75

AutoCAD SHX Text

SP-

AutoCAD SHX Text

SW-

AutoCAD SHX Text

SW-

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 3A

AutoCAD SHX Text 3B

AutoCAD SHX Text

AutoCAD SHX Text Poorly graded SAND with Silt

AutoCAD SHX Text and Gravel

AutoCAD SHX Text Silty SAND with Gravel

AutoCAD SHX Text Well-graded SAND with

AutoCAD SHX Text Gravel

AutoCAD SHX Text Poorly graded SAND

AutoCAD SHX Text Well-graded SAND with Silt

AutoCAD SHX Text Poorly graded SAND with

AutoCAD SHX Text Gravel

AutoCAD SHX Text Well-graded SAND with Silt

AutoCAD SHX Text and Gravel

AutoCAD SHX Text Gray, wet, subangular to subrounded gravel, AutoCAD SHX Text fine to coarse sand, low plasticity fines, gravel

AutoCAD SHX Text fractured while driving

AutoCAD SHX Text Gray, wet, subangular gravel, fine to coarse

AutoCAD SHX Text sand, low plasticity fines, trace organics

AutoCAD SHX Text Gray, wet, subrounded gravel, fine to coarse

AutoCAD SHX Text sand

AutoCAD SHX Text Gray, wet, fine to medium sand

AutoCAD SHX Text Gray, wet, subrounded gravel, fine to coarse

AutoCAD SHX Text sand, nonplastic (NP) fines

AutoCAD SHX Text Gray, wet, subangular to subrounded gravel, AutoCAD SHX Text fine to coarse sand

AutoCAD SHX Text Gray, wet, subrounded gravel, fine to coarse

AutoCAD SHX Text sand, NP fines

AutoCAD SHX Text %Sand

AutoCAD SHX Text % Water

AutoCAD SHX Text PID (ppm)

AutoCAD SHX Text Max Size (in.)

AutoCAD SHX Text Classification

AutoCAD SHX Text ASTM: D 2487 or D 2488

AutoCAD SHX Text % Finer

AutoCAD SHX Text 0.02mm

AutoCAD SHX Text Symbol

AutoCAD SHX Text Description and Remarks

AutoCAD SHX Text Depth (ft.)

AutoCAD SHX Text %Gravel

AutoCAD SHX Text Grain Size

AutoCAD SHX Text Blow Count

AutoCAD SHX Text SURFACE: Three feet of snow over 6.5 feet of

AutoCAD SHX Text ice, 7.5 feet from top of ice to mudline

AutoCAD SHX Text

ASTM D 4083

AutoCAD SHX Text Frozen

AutoCAD SHX Text Sample

AutoCAD SHX Text Recovery

AutoCAD SHX Text Lithology

AutoCAD SHX Text %Fines

AutoCAD SHX Text Frost Class.

AutoCAD SHX Text ufc3-250-01fa

AutoCAD SHX Text

EXPLORATION LOG

AutoCAD SHX Text

CORPS OF ENGINEERS

AutoCAD SHX Text

ENGINEERING SERVICES

AutoCAD SHX Text

ALASKA DISTRICT

AutoCAD SHX Text Hole Number, Field:

AutoCAD SHX Text Hole Number:

AutoCAD SHX Text Northing:

AutoCAD SHX Text Easting:

AutoCAD SHX Text Location:

AutoCAD SHX Text

AP-001

AutoCAD SHX Text Drive

AutoCAD SHX Text Denali Drilling

AutoCAD SHX Text Drilled Below Water

AutoCAD SHX Text

1.375 in.

AutoCAD SHX Text CME45 w/ Cathead & Rope

AutoCAD SHX Text Unalakleet River Revetment

AutoCAD SHX Text Unalakleet, Alaska

AutoCAD SHX Text Piezometer

AutoCAD SHX Text Project:

AutoCAD SHX Text Drilling Agency:

AutoCAD SHX Text Alaska District

AutoCAD SHX Text other

AutoCAD SHX Text Type of Samples:

AutoCAD SHX Text Other

AutoCAD SHX Text Horizontal

AutoCAD SHX Text Type of Hole:

AutoCAD SHX Text

TB-01

AutoCAD SHX Text

AP-001

AutoCAD SHX Text 3,609,090 ft.

AutoCAD SHX Text 1,836,538 ft.

AutoCAD SHX Text Split Spoon I.D.:

AutoCAD SHX Text Unalakleet River Revetment

AutoCAD SHX Text Operator:

AutoCAD SHX Text X

AutoCAD SHX Text Auger Hole

AutoCAD SHX Text Permanent:

AutoCAD SHX Text X

AutoCAD SHX Text Vertical

AutoCAD SHX Text Inspector:

AutoCAD SHX Text Total Depth:

AutoCAD SHX Text

40.0 ft.

AutoCAD SHX Text

NAD83 ASPC Z7

AutoCAD SHX Text Monitoring Well

AutoCAD SHX Text 140 lbs

AutoCAD SHX Text 29 Mar 2013

AutoCAD SHX Text Date:

AutoCAD SHX Text Test Pit

AutoCAD SHX Text Project:

AutoCAD SHX Text Jason Love

AutoCAD SHX Text

3.25 in. ID Hollow Stem Auger

AutoCAD SHX Text Hammer Weight:

AutoCAD SHX Text Size and Type of Bit:

AutoCAD SHX Text Depth to Groundwater:

AutoCAD SHX Text Type of Equipment:

AutoCAD SHX Text

* Indicates Estimated Frost Classification

AutoCAD SHX Text Top of Hole

AutoCAD SHX Text Elevation:

AutoCAD SHX Text Datum:

AutoCAD SHX Text

MLLW

AutoCAD SHX Text -4.3 ft.

AutoCAD SHX Text John Rajek

AutoCAD SHX Text Depth Drilled:

AutoCAD SHX Text

40.0 ft.

AutoCAD SHX Text Geotechnical and Materials Section

AutoCAD SHX Text

EXPLORATION LOG UNALAKLEET_MARCH2013.GPJ ACE_ANC.GDT 1/6/14

AutoCAD SHX Text The auger was advanced to a depth of 40 feet

AutoCAD SHX Text below mudline without sampling because the

AutoCAD SHX Text drill had difficulties turning the auger after

AutoCAD SHX Text taking the previous sample. Drill action

AutoCAD SHX Text indicates sand and gravel

AutoCAD SHX Text Bottom of Hole 40.0 ft.

AutoCAD SHX Text Elevation -44.3 ft.

AutoCAD SHX Text Drilled Below Water

AutoCAD SHX Text PID = (Cold/Hot) Photo Ionization Detector

AutoCAD SHX Text %Sand

AutoCAD SHX Text % Water

AutoCAD SHX Text PID (ppm)

AutoCAD SHX Text Max Size (in.)

AutoCAD SHX Text Classification

AutoCAD SHX Text ASTM: D 2487 or D 2488

AutoCAD SHX Text % Finer

AutoCAD SHX Text 0.02mm

AutoCAD SHX Text Symbol

AutoCAD SHX Text Description and Remarks

AutoCAD SHX Text Depth (ft.)

AutoCAD SHX Text %Gravel

AutoCAD SHX Text Grain Size

AutoCAD SHX Text Blow Count

AutoCAD SHX Text SURFACE: Three feet of snow over 6.5 feet of

AutoCAD SHX Text ice, 7.5 feet from top of ice to mudline

AutoCAD SHX Text

ASTM D 4083

AutoCAD SHX Text Frozen

AutoCAD SHX Text Sample

AutoCAD SHX Text Recovery

AutoCAD SHX Text Lithology

AutoCAD SHX Text %Fines

AutoCAD SHX Text Frost Class.

AutoCAD SHX Text ufc3-250-01fa

AutoCAD SHX Text

EXPLORATION LOG

AutoCAD SHX Text

CORPS OF ENGINEERS

AutoCAD SHX Text

ENGINEERING SERVICES

AutoCAD SHX Text

ALASKA DISTRICT

AutoCAD SHX Text Hole Number, Field:

AutoCAD SHX Text Hole Number:

AutoCAD SHX Text Northing:

AutoCAD SHX Text Easting:

AutoCAD SHX Text Location:

AutoCAD SHX Text

AP-001

AutoCAD SHX Text Drive

AutoCAD SHX Text Denali Drilling

AutoCAD SHX Text Drilled Below Water

AutoCAD SHX Text

1.375 in.

AutoCAD SHX Text CME45 w/ Cathead & Rope

AutoCAD SHX Text Unalakleet River Revetment

AutoCAD SHX Text Unalakleet, Alaska

AutoCAD SHX Text Piezometer

AutoCAD SHX Text Project:

AutoCAD SHX Text Drilling Agency:

AutoCAD SHX Text Alaska District

AutoCAD SHX Text other

AutoCAD SHX Text Type of Samples:

AutoCAD SHX Text Other

AutoCAD SHX Text Horizontal

AutoCAD SHX Text Type of Hole:

AutoCAD SHX Text

TB-01

AutoCAD SHX Text

AP-001

AutoCAD SHX Text 3,609,090 ft.

AutoCAD SHX Text 1,836,538 ft.

AutoCAD SHX Text Split Spoon I.D.:

AutoCAD SHX Text Unalakleet River Revetment

AutoCAD SHX Text Operator:

AutoCAD SHX Text X

AutoCAD SHX Text Auger Hole

AutoCAD SHX Text Permanent:

AutoCAD SHX Text X

AutoCAD SHX Text Vertical

AutoCAD SHX Text Inspector:

AutoCAD SHX Text Total Depth:

AutoCAD SHX Text

40.0 ft.

AutoCAD SHX Text

NAD83 ASPC Z7

AutoCAD SHX Text Monitoring Well

AutoCAD SHX Text 140 lbs

AutoCAD SHX Text 29 Mar 2013

AutoCAD SHX Text Date:

AutoCAD SHX Text Test Pit

AutoCAD SHX Text Project:

AutoCAD SHX Text Jason Love

AutoCAD SHX Text

3.25 in. ID Hollow Stem Auger

AutoCAD SHX Text Hammer Weight:

AutoCAD SHX Text Size and Type of Bit:

AutoCAD SHX Text Depth to Groundwater:

AutoCAD SHX Text Type of Equipment:

AutoCAD SHX Text

* Indicates Estimated Frost Classification

AutoCAD SHX Text Top of Hole

AutoCAD SHX Text Elevation:

AutoCAD SHX Text Datum:

AutoCAD SHX Text

MLLW

AutoCAD SHX Text -4.3 ft.

AutoCAD SHX Text John Rajek

AutoCAD SHX Text Depth Drilled:

AutoCAD SHX Text

40.0 ft.

AutoCAD SHX Text Geotechnical and Materials Section

AutoCAD SHX Text

EXPLORATION LOG UNALAKLEET_MARCH2013.GPJ ACE_ANC.GDT 1/6/14

AutoCAD SHX Text

AutoCAD SHX Text 0.75

AutoCAD SHX Text 0.5

AutoCAD SHX Text >1.375

AutoCAD SHX Text

SW-

AutoCAD SHX Text

SW-

AutoCAD SHX Text

SP-

AutoCAD SHX Text

SP-

AutoCAD SHX Text

GRAB

AutoCAD SHX Text

AutoCAD SHX Text Poorly graded SAND with

AutoCAD SHX Text Gravel

AutoCAD SHX Text Well-graded SAND with Silt

AutoCAD SHX Text and Gravel

AutoCAD SHX Text Well-graded SAND with Silt

AutoCAD SHX Text and Gravel

AutoCAD SHX Text Silty SAND

AutoCAD SHX Text Poorly graded SAND with Silt

AutoCAD SHX Text and Gravel

AutoCAD SHX Text Poorly graded SAND with Silt

AutoCAD SHX Text and Gravel

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Sand

AutoCAD SHX Text Gray, frozen to wet, subrounded gravel, fine to

AutoCAD SHX Text coarse sand

AutoCAD SHX Text Gray to brown, wet, subrounded gravel, fine to

AutoCAD SHX Text coarse sand, nonplastic (NP) fines

AutoCAD SHX Text Gray to brown, wet, subrounded gravel, fine to

AutoCAD SHX Text coarse sand, NP fines

AutoCAD SHX Text Gray, wet, fine to medium sand, NP fines

AutoCAD SHX Text Gray, wet, subrounded gravel, fine to coarse

AutoCAD SHX Text sand, NP fines

AutoCAD SHX Text Gray, wet, subrounded gravel, fine to coarse

AutoCAD SHX Text sand, NP fines, gravel fractured while driving

AutoCAD SHX Text Gray, wet, subangular to subrounded gravel, AutoCAD SHX Text fine to coarse sand, gravel fractured while

AutoCAD SHX Text driving

AutoCAD SHX Text %Sand

AutoCAD SHX Text % Water

AutoCAD SHX Text PID (ppm)

AutoCAD SHX Text Max Size (in.)

AutoCAD SHX Text Classification

AutoCAD SHX Text ASTM: D 2487 or D 2488

AutoCAD SHX Text % Finer

AutoCAD SHX Text 0.02mm

AutoCAD SHX Text Symbol

AutoCAD SHX Text Description and Remarks

AutoCAD SHX Text Depth (ft.)

AutoCAD SHX Text %Gravel

AutoCAD SHX Text Grain Size

AutoCAD SHX Text Blow Count

AutoCAD SHX Text SURFACE: Five feet of ice, six feet from top of ice

AutoCAD SHX Text to mudline

AutoCAD SHX Text

ASTM D 4083

AutoCAD SHX Text Frozen

AutoCAD SHX Text Sample

AutoCAD SHX Text Recovery

AutoCAD SHX Text Lithology

AutoCAD SHX Text %Fines

AutoCAD SHX Text Frost Class.

AutoCAD SHX Text ufc3-250-01fa

AutoCAD SHX Text

EXPLORATION LOG

AutoCAD SHX Text

CORPS OF ENGINEERS

AutoCAD SHX Text

ENGINEERING SERVICES

AutoCAD SHX Text

ALASKA DISTRICT

AutoCAD SHX Text Hole Number, Field:

AutoCAD SHX Text Hole Number:

AutoCAD SHX Text Northing:

AutoCAD SHX Text Easting:

AutoCAD SHX Text Location:

AutoCAD SHX Text

AP-002

AutoCAD SHX Text Grab and Drive

AutoCAD SHX Text Denali Drilling

AutoCAD SHX Text Drilled Below Water

AutoCAD SHX Text

1.375 in.

AutoCAD SHX Text CME45 w/ Cathead & Rope

AutoCAD SHX Text Unalakleet River Revetment

AutoCAD SHX Text Unalakleet, Alaska

AutoCAD SHX Text Piezometer

AutoCAD SHX Text Project:

AutoCAD SHX Text Drilling Agency:

AutoCAD SHX Text Alaska District

AutoCAD SHX Text other

AutoCAD SHX Text Type of Samples:

AutoCAD SHX Text Other

AutoCAD SHX Text Horizontal

AutoCAD SHX Text Type of Hole:

AutoCAD SHX Text

TB-02

AutoCAD SHX Text

AP-002

AutoCAD SHX Text 3,609,005 ft.

AutoCAD SHX Text 1,836,518 ft.

AutoCAD SHX Text Split Spoon I.D.:

AutoCAD SHX Text Unalakleet River Revetment

AutoCAD SHX Text Operator:

AutoCAD SHX Text X

AutoCAD SHX Text Auger Hole

AutoCAD SHX Text Permanent:

AutoCAD SHX Text X

AutoCAD SHX Text Vertical

AutoCAD SHX Text Inspector:

AutoCAD SHX Text Total Depth:

AutoCAD SHX Text

40.0 ft.

AutoCAD SHX Text

NAD83 ASPC Z7

AutoCAD SHX Text Monitoring Well

AutoCAD SHX Text 140 lbs

AutoCAD SHX Text 30 Mar 2013

AutoCAD SHX Text Date:

AutoCAD SHX Text Test Pit

AutoCAD SHX Text Project:

AutoCAD SHX Text Jason Love

AutoCAD SHX Text

3.25 in. ID Hollow Stem Auger

AutoCAD SHX Text Hammer Weight:

AutoCAD SHX Text Size and Type of Bit:

AutoCAD SHX Text Depth to Groundwater:

AutoCAD SHX Text Type of Equipment:

AutoCAD SHX Text

* Indicates Estimated Frost Classification

AutoCAD SHX Text Top of Hole

AutoCAD SHX Text Elevation:

AutoCAD SHX Text Datum:

AutoCAD SHX Text

MLLW

AutoCAD SHX Text -1.9 ft.

AutoCAD SHX Text John Rajek

AutoCAD SHX Text Depth Drilled:

AutoCAD SHX Text

40.0 ft.

AutoCAD SHX Text Geotechnical and Materials Section

AutoCAD SHX Text

EXPLORATION LOG UNALAKLEET_MARCH2013.GPJ ACE_ANC.GDT 1/6/14

AutoCAD SHX Text

AutoCAD SHX Text >1.375

AutoCAD SHX Text

SP-

AutoCAD SHX Text

AutoCAD SHX Text Poorly graded SAND with Silt

AutoCAD SHX Text and Gravel

AutoCAD SHX Text Gray, wet, subangular to subrounded gravel, AutoCAD SHX Text fine to coarse sand, NP fines, gravel fractured

AutoCAD SHX Text while driving

AutoCAD SHX Text The auger was advanced to a depth of 40 feet

AutoCAD SHX Text below mudline without sampling because the

AutoCAD SHX Text drill had difficulties turning the auger after

AutoCAD SHX Text taking the previous sample. Drill action

AutoCAD SHX Text indicates sand and gravel

AutoCAD SHX Text Bottom of Hole 40.0 ft.

AutoCAD SHX Text Elevation -41.9 ft.

AutoCAD SHX Text Drilled Below Water

AutoCAD SHX Text PID = (Cold/Hot) Photo Ionization Detector

AutoCAD SHX Text %Sand

AutoCAD SHX Text % Water

AutoCAD SHX Text PID (ppm)

AutoCAD SHX Text Max Size (in.)

AutoCAD SHX Text Classification

AutoCAD SHX Text ASTM: D 2487 or D 2488

AutoCAD SHX Text % Finer

AutoCAD SHX Text 0.02mm

AutoCAD SHX Text Symbol

AutoCAD SHX Text Description and Remarks

AutoCAD SHX Text Depth (ft.)

AutoCAD SHX Text %Gravel

AutoCAD SHX Text Grain Size

AutoCAD SHX Text Blow Count

AutoCAD SHX Text SURFACE: Five feet of ice, six feet from top of

AutoCAD SHX Text ice to mudline

AutoCAD SHX Text

ASTM D 4083

AutoCAD SHX Text Frozen

AutoCAD SHX Text Sample

AutoCAD SHX Text Recovery

AutoCAD SHX Text Lithology

AutoCAD SHX Text %Fines

AutoCAD SHX Text Frost Class.

AutoCAD SHX Text ufc3-250-01fa

AutoCAD SHX Text

EXPLORATION LOG

AutoCAD SHX Text

CORPS OF ENGINEERS

AutoCAD SHX Text

ENGINEERING SERVICES

AutoCAD SHX Text

ALASKA DISTRICT

AutoCAD SHX Text Hole Number, Field:

AutoCAD SHX Text Hole Number:

AutoCAD SHX Text Northing:

AutoCAD SHX Text Easting:

AutoCAD SHX Text Location:

AutoCAD SHX Text

AP-002

AutoCAD SHX Text Grab and Drive

AutoCAD SHX Text Denali Drilling

AutoCAD SHX Text Drilled Below Water

AutoCAD SHX Text

1.375 in.

AutoCAD SHX Text CME45 w/ Cathead & Rope

AutoCAD SHX Text Unalakleet River Revetment

AutoCAD SHX Text Unalakleet, Alaska

AutoCAD SHX Text Piezometer

AutoCAD SHX Text Project:

AutoCAD SHX Text Drilling Agency:

AutoCAD SHX Text Alaska District

AutoCAD SHX Text other

AutoCAD SHX Text Type of Samples:

AutoCAD SHX Text Other

AutoCAD SHX Text Horizontal

AutoCAD SHX Text Type of Hole:

AutoCAD SHX Text

TB-02

AutoCAD SHX Text

AP-002

AutoCAD SHX Text 3,609,005 ft.

AutoCAD SHX Text 1,836,518 ft.

AutoCAD SHX Text Split Spoon I.D.:

AutoCAD SHX Text Unalakleet River Revetment

AutoCAD SHX Text Operator:

AutoCAD SHX Text X

AutoCAD SHX Text Auger Hole

AutoCAD SHX Text Permanent:

AutoCAD SHX Text X

AutoCAD SHX Text Vertical

AutoCAD SHX Text Inspector:

AutoCAD SHX Text Total Depth:

AutoCAD SHX Text

40.0 ft.

AutoCAD SHX Text

NAD83 ASPC Z7

AutoCAD SHX Text Monitoring Well

AutoCAD SHX Text 140 lbs

AutoCAD SHX Text 30 Mar 2013

AutoCAD SHX Text Date:

AutoCAD SHX Text Test Pit

AutoCAD SHX Text Project:

AutoCAD SHX Text Jason Love

AutoCAD SHX Text

3.25 in. ID Hollow Stem Auger

AutoCAD SHX Text Hammer Weight:

AutoCAD SHX Text Size and Type of Bit:

AutoCAD SHX Text Depth to Groundwater:

AutoCAD SHX Text Type of Equipment:

AutoCAD SHX Text

* Indicates Estimated Frost Classification

AutoCAD SHX Text Top of Hole

AutoCAD SHX Text Elevation:

AutoCAD SHX Text Datum:

AutoCAD SHX Text

MLLW

AutoCAD SHX Text -1.9 ft.

AutoCAD SHX Text John Rajek

AutoCAD SHX Text Depth Drilled:

AutoCAD SHX Text

40.0 ft.

AutoCAD SHX Text Geotechnical and Materials Section

AutoCAD SHX Text

EXPLORATION LOG UNALAKLEET_MARCH2013.GPJ ACE_ANC.GDT 1/6/14

AutoCAD SHX Text

AutoCAD SHX Text 1.25

AutoCAD SHX Text 0.75

AutoCAD SHX Text 0.5

AutoCAD SHX Text 1.25

AutoCAD SHX Text

GP-

AutoCAD SHX Text

SW-

AutoCAD SHX Text

SW-

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text Poorly graded GRAVEL with

AutoCAD SHX Text Silt and Sand

AutoCAD SHX Text Well-graded SAND with Silt

AutoCAD SHX Text and Gravel

AutoCAD SHX Text Well-graded SAND with

AutoCAD SHX Text Gravel

AutoCAD SHX Text Poorly graded SAND with

AutoCAD SHX Text Gravel

AutoCAD SHX Text Well-graded SAND with Silt

AutoCAD SHX Text and Gravel

AutoCAD SHX Text Poorly graded SAND with

AutoCAD SHX Text Gravel

AutoCAD SHX Text Poorly graded SAND with

AutoCAD SHX Text Gravel

AutoCAD SHX Text Gray to black, wet, angular to subrounded

AutoCAD SHX Text gravel, fine to coarse sand, nonplastic (NP)

AutoCAD SHX Text fines

AutoCAD SHX Text Gray to black, wet, subangular to subrounded

AutoCAD SHX Text gravel, fine to coarse sand, NP fines

AutoCAD SHX Text Gray, wet, subangular to subrounded gravel, AutoCAD SHX Text fine to coarse sand

AutoCAD SHX Text Gray, wet, subangular to subrounded gravel, AutoCAD SHX Text fine to coarse sand, NP fines

AutoCAD SHX Text Gray, wet, subangular to subrounded gravel, AutoCAD SHX Text fine to coarse sand

AutoCAD SHX Text %Sand

AutoCAD SHX Text % Water

AutoCAD SHX Text PID (ppm)

AutoCAD SHX Text Max Size (in.)

AutoCAD SHX Text Classification

AutoCAD SHX Text ASTM: D 2487 or D 2488

AutoCAD SHX Text % Finer

AutoCAD SHX Text 0.02mm

AutoCAD SHX Text Symbol

AutoCAD SHX Text Description and Remarks

AutoCAD SHX Text Depth (ft.)

AutoCAD SHX Text %Gravel

AutoCAD SHX Text Grain Size

AutoCAD SHX Text Blow Count

AutoCAD SHX Text SURFACE: Six feet of ice, 6.4 feet from top of ice

AutoCAD SHX Text to mudline

AutoCAD SHX Text

ASTM D 4083

AutoCAD SHX Text Frozen

AutoCAD SHX Text Sample

AutoCAD SHX Text Recovery

AutoCAD SHX Text Lithology

AutoCAD SHX Text %Fines

AutoCAD SHX Text Frost Class.

AutoCAD SHX Text ufc3-250-01fa

AutoCAD SHX Text

EXPLORATION LOG

AutoCAD SHX Text

CORPS OF ENGINEERS

AutoCAD SHX Text

ENGINEERING SERVICES

AutoCAD SHX Text

ALASKA DISTRICT

AutoCAD SHX Text Hole Number, Field:

AutoCAD SHX Text Hole Number:

AutoCAD SHX Text Northing:

AutoCAD SHX Text Easting:

AutoCAD SHX Text Location:

AutoCAD SHX Text

AP-003

AutoCAD SHX Text Drive

AutoCAD SHX Text Denali Drilling

AutoCAD SHX Text Drilled Below Water

AutoCAD SHX Text

1.375 in.

AutoCAD SHX Text CME45 w/ Cathead & Rope

AutoCAD SHX Text Unalakleet River Revetment

AutoCAD SHX Text Unalakleet, Alaska

AutoCAD SHX Text Piezometer

AutoCAD SHX Text Project:

AutoCAD SHX Text Drilling Agency:

AutoCAD SHX Text Alaska District

AutoCAD SHX Text other

AutoCAD SHX Text Type of Samples:

AutoCAD SHX Text Other

AutoCAD SHX Text Horizontal

AutoCAD SHX Text Type of Hole:

AutoCAD SHX Text

TB-03

AutoCAD SHX Text

AP-003

AutoCAD SHX Text 3,608,925 ft.

AutoCAD SHX Text 1,836,482 ft.

AutoCAD SHX Text Split Spoon I.D.:

AutoCAD SHX Text Unalakleet River Revetment

AutoCAD SHX Text Operator:

AutoCAD SHX Text X

AutoCAD SHX Text Auger Hole

AutoCAD SHX Text Permanent:

AutoCAD SHX Text X

AutoCAD SHX Text Vertical

AutoCAD SHX Text Inspector:

AutoCAD SHX Text Total Depth:

AutoCAD SHX Text

35.0 ft.

AutoCAD SHX Text

NAD83 ASPC Z7

AutoCAD SHX Text Monitoring Well

AutoCAD SHX Text 140 lbs

AutoCAD SHX Text 25 Mar 2013

AutoCAD SHX Text Date:

AutoCAD SHX Text Test Pit

AutoCAD SHX Text Project:

AutoCAD SHX Text Jason Love

AutoCAD SHX Text

3.25 in. ID Hollow Stem Auger

AutoCAD SHX Text Hammer Weight:

AutoCAD SHX Text Size and Type of Bit:

AutoCAD SHX Text Depth to Groundwater:

AutoCAD SHX Text Type of Equipment:

AutoCAD SHX Text

* Indicates Estimated Frost Classification

AutoCAD SHX Text Top of Hole

AutoCAD SHX Text Elevation:

AutoCAD SHX Text Datum:

AutoCAD SHX Text

MLLW

AutoCAD SHX Text -3.5 ft.

AutoCAD SHX Text Inocencio Roman

AutoCAD SHX Text Depth Drilled:

AutoCAD SHX Text

33.0 ft.

AutoCAD SHX Text Geotechnical and Materials Section

AutoCAD SHX Text

EXPLORATION LOG UNALAKLEET_MARCH2013.GPJ ACE_ANC.GDT 1/6/14

AutoCAD SHX Text

AutoCAD SHX Text >1.375

AutoCAD SHX Text

GW-

AutoCAD SHX Text

SW-

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Silt and Sand

AutoCAD SHX Text Well-graded SAND with Silt

AutoCAD SHX Text and Gravel

AutoCAD SHX Text Gray, wet, subangular to subrounded gravel, AutoCAD SHX Text fine to coarse sand, NP fines, gravel fractured

AutoCAD SHX Text while driving

AutoCAD SHX Text Gray, wet, subangular to subrounded gravel, AutoCAD SHX Text fine to coarse sand, NP fines, gravel fractured

AutoCAD SHX Text while driving

AutoCAD SHX Text Bottom of Hole 35.0 ft.

AutoCAD SHX Text Elevation -38.5 ft.

AutoCAD SHX Text Drilled Below Water

AutoCAD SHX Text PID = (Cold/Hot) Photo Ionization Detector

AutoCAD SHX Text %Sand

AutoCAD SHX Text % Water

AutoCAD SHX Text PID (ppm)

AutoCAD SHX Text Max Size (in.)

AutoCAD SHX Text Classification

AutoCAD SHX Text ASTM: D 2487 or D 2488

AutoCAD SHX Text % Finer

AutoCAD SHX Text 0.02mm

AutoCAD SHX Text Symbol

AutoCAD SHX Text Description and Remarks

AutoCAD SHX Text Depth (ft.)

AutoCAD SHX Text %Gravel

AutoCAD SHX Text Grain Size

AutoCAD SHX Text Blow Count

AutoCAD SHX Text SURFACE: Six feet of ice, 6.4 feet from top of ice

AutoCAD SHX Text to mudline

AutoCAD SHX Text

ASTM D 4083

AutoCAD SHX Text Frozen

AutoCAD SHX Text Sample

AutoCAD SHX Text Recovery

AutoCAD SHX Text Lithology

AutoCAD SHX Text %Fines

AutoCAD SHX Text Frost Class.

AutoCAD SHX Text ufc3-250-01fa

AutoCAD SHX Text

EXPLORATION LOG

AutoCAD SHX Text

CORPS OF ENGINEERS

AutoCAD SHX Text

ENGINEERING SERVICES

AutoCAD SHX Text

ALASKA DISTRICT

AutoCAD SHX Text Hole Number, Field:

AutoCAD SHX Text Hole Number:

AutoCAD SHX Text Northing:

AutoCAD SHX Text Easting:

AutoCAD SHX Text Location:

AutoCAD SHX Text

AP-003

AutoCAD SHX Text Drive

AutoCAD SHX Text Denali Drilling

AutoCAD SHX Text Drilled Below Water

AutoCAD SHX Text

1.375 in.

AutoCAD SHX Text CME45 w/ Cathead & Rope

AutoCAD SHX Text Unalakleet River Revetment

AutoCAD SHX Text Unalakleet, Alaska

AutoCAD SHX Text Piezometer

AutoCAD SHX Text Project:

AutoCAD SHX Text Drilling Agency:

AutoCAD SHX Text Alaska District

AutoCAD SHX Text other

AutoCAD SHX Text Type of Samples:

AutoCAD SHX Text Other

AutoCAD SHX Text Horizontal

AutoCAD SHX Text Type of Hole:

AutoCAD SHX Text

TB-03

AutoCAD SHX Text

AP-003

AutoCAD SHX Text 3,608,925 ft.

AutoCAD SHX Text 1,836,482 ft.

AutoCAD SHX Text Split Spoon I.D.:

AutoCAD SHX Text Unalakleet River Revetment

AutoCAD SHX Text Operator:

AutoCAD SHX Text X

AutoCAD SHX Text Auger Hole

AutoCAD SHX Text Permanent:

AutoCAD SHX Text X

AutoCAD SHX Text Vertical

AutoCAD SHX Text Inspector:

AutoCAD SHX Text Total Depth:

AutoCAD SHX Text

35.0 ft.

AutoCAD SHX Text

NAD83 ASPC Z7

AutoCAD SHX Text Monitoring Well

AutoCAD SHX Text 140 lbs

AutoCAD SHX Text 25 Mar 2013

AutoCAD SHX Text Date:

AutoCAD SHX Text Test Pit

AutoCAD SHX Text Project:

AutoCAD SHX Text Jason Love

AutoCAD SHX Text

3.25 in. ID Hollow Stem Auger

AutoCAD SHX Text Hammer Weight:

AutoCAD SHX Text Size and Type of Bit:

AutoCAD SHX Text Depth to Groundwater:

AutoCAD SHX Text Type of Equipment:

AutoCAD SHX Text

* Indicates Estimated Frost Classification

AutoCAD SHX Text Top of Hole

AutoCAD SHX Text Elevation:

AutoCAD SHX Text Datum:

AutoCAD SHX Text

MLLW

AutoCAD SHX Text -3.5 ft.

AutoCAD SHX Text Inocencio Roman

AutoCAD SHX Text Depth Drilled:

AutoCAD SHX Text

33.0 ft.

AutoCAD SHX Text Geotechnical and Materials Section

AutoCAD SHX Text

EXPLORATION LOG UNALAKLEET_MARCH2013.GPJ ACE_ANC.GDT 1/6/14

U N

S C

H E

D U

L E

G R

A M

B-602

E X

P L

O R

A T

I O

O G

I I

E D

C E

P O

A E

N G

A U

C E

D A

E N

A J E

R C

G E

O T

E C

H N

I C

A L

ALASKA DISTRICT

D R

A W

I N

F I L E

D W

C A

L E

P L O

C A

L E

D A

T E

A C

T I O

N S

Y M

D R

A W

R E

S I D

E N

N G

I N

E E

D A

T E

S T

A T

P R

I M

O N

T R

A C

T O

R D

A T

E D

E S

C R

I P

T I O

N A

P P

C I T

C O

N T

R A

C T

O R

C O

N T

R A

R E

C O

M M

E N

D E

A P

P R

O V

E D

S U

B M

I T

T E

D E

S I G

N E

R E

V I E

W E

C H

I E

N C

C H

I E

T I O

U S

R M

N G

I N

E E

I S

T R

I C

A N

C H

O R

A G

L A

S K

C O

R P

N G

I N

E E

R S

REFERENCE

NUMBER:

SHEET OF

HGFEDCBA

US ARMY CORPS

OF ENGINEERS

D r a w i n g

N I F

I E

D E

N C

W J o b s U

N K

D w g s C

A D

N K

A B d s t s a v e d o n

M w a s p l o t t e d b y

T e d r i c k

R o b e r

N K

U N

K A

N o

W K

B R

RFP

R I V

E T

M E

U N

A L

A K

L E

E T

L A

NOTES:

1. SEE SHEET B-101 FOR LOCATIONS OF BORINGS

AP-001 THRU AP-012.

2. THE EXPLORATION LOGS SHOWN ON THIS SHEET

ARE ALSO CONTAINED IN SPECIFICATION SECTION

31 41 16, ATTACHMENT (1).

AutoCAD SHX Text

AutoCAD SHX Text Operator:

AutoCAD SHX Text X

AutoCAD SHX Text Auger Hole

AutoCAD SHX Text Permanent:

AutoCAD SHX Text X

AutoCAD SHX Text Vertical

AutoCAD SHX Text Inspector:

AutoCAD SHX Text Total Depth:

AutoCAD SHX Text

42.5 ft.

AutoCAD SHX Text

NAD83 ASPC Z7

AutoCAD SHX Text Monitoring Well

AutoCAD SHX Text 140 lbs

AutoCAD SHX Text 24 Mar 2013

AutoCAD SHX Text Date:

AutoCAD SHX Text Test Pit

AutoCAD SHX Text Project:

AutoCAD SHX Text Jason Love

AutoCAD SHX Text

3.25 in. ID Hollow Stem Auger

AutoCAD SHX Text Hammer Weight:

AutoCAD SHX Text Size and Type of Bit:

AutoCAD SHX Text Depth to Groundwater:

AutoCAD SHX Text Type of Equipment:

AutoCAD SHX Text

* Indicates Estimated Frost Classification

AutoCAD SHX Text Top of Hole

AutoCAD SHX Text Elevation:

AutoCAD SHX Text Datum:

AutoCAD SHX Text

MLLW

AutoCAD SHX Text -5.8 ft.

AutoCAD SHX Text Inocencio Roman

AutoCAD SHX Text Depth Drilled:

AutoCAD SHX Text

41.0 ft.

AutoCAD SHX Text Geotechnical and Materials Section

AutoCAD SHX Text

EXPLORATION LOG UNALAKLEET_MARCH2013.GPJ ACE_ANC.GDT 1/6/14

AutoCAD SHX Text

AutoCAD SHX Text 1.25

AutoCAD SHX Text

AutoCAD SHX Text >1.375

AutoCAD SHX Text 0.75

AutoCAD SHX Text

AutoCAD SHX Text 1.25

AutoCAD SHX Text

SP-

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX…

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File details come from the government source that posted it. Updated Nov 14, 2017.