DRWGS-SPH012-RFP.pdf

ALASKA DISTRICT U.S. ARMY CORPS OF ENGINEERS

W911KB-15-R-0024

RFP - SPH012/P2 NO. 102835, JUL 2015

ST PAUL, ALASKA

REF.

NUM.

SHEET TITLESHT

REF.

NUM.

SHEET TITLESHT

REF.

NUM.

SHEET TITLESHT

REF.

NUM.

SHEET TITLESHT

REF.

NUM.

SHEET TITLESHT

NOTES

1. HORIZONTAL CONTROL IS ALASKA STATE PLANE, ZONE 9, NAD83, IN US SURVEY FEET BASED ON A FULLY

CONSTRAINED STATIC GPS NETWORK HOLDING THE PUBLISHED NAD83 (CORS) 2003.00 EPOCH VALUES OF

NGS CORS STATIONS: "BETHEL WAAS CORS ARP" (BET1 - PID DK4091) AS N 2,570,534.05, E 3,095,568.82

(ALASKA STATE PLANE, ZONE 9, NAD 83) AND "PLATINUM_AK2007 CORS ARP" (AB12 - PID DL6672) AS N

1,904,718.84, E 3,196,332.08 (ALASKA STATE PLANE, ZONE 9, NAD 83) AND "SANDPOINT_AK2004 CORS ARP"

(AB07 - PID DL7635) N 628,509.99, E 3,619,003.59 (ALASKA STATE PLANE, ZONE 9, NAD 83).

CURRENT PROJECT HORIZONTAL CONTROL IS ALASKA STATE PLANE, ZONE 9, NAD83, IN US SURVEY FEET

HOLDING USACE SBC "RBD 4 1994" AS N 1,142,082.16, E 1,583,364.40 & "SP-3 2001" AS N 1,141,172.88, E

1,584,526.18.

2. VERTICAL CONTROL IS MEAN LOWER LOW WATER (MLLW=O.O'), BASED ON THE NOAA/NOS TIDAL BENCH

MARK LIST: "9464212, VILLAGE COVE, ST. PAUL ISLAND, ALASKA", PUBLISHED 12/12/2011. THIS TIDAL DATUM IS

BASED ON A 4 YEAR OBSERVATION PERIOD FROM MARCH 2007 - FEB. 2010 AND OCT. 2010 - SEPT 2011. THE

TIDAL DATUM IS REFERENCED BY HOLDING USC&GS TIDAL BENCHMARK "SP-3 2001" AS 15.393' AND NOS

TIDAL BENCHMARK "4212 P 2002" AS 12.451'.

3. VERTICAL TIES TO THE NATIONAL SPATIAL REFERENCE SYSTEM ARE BASED ON PUBLISHED NAVD88

ELEVATIONS HOLDING NOAA/NOS TIDAL BENCHMARK "4212 P 2002" (PID BBBH46/VM#16793) AS 13.05' AND

TERRA CONTROL POINT "SP-3 2001" (PID BBCN02/VM#16794) AS 15.93'

4. SOUNDINGS ARE IN FEET AND ARE MINUS UNLESS OTHERWISE INDICATED.

5. BATHYMETRY WAS COLLECTED MAY 20-23 & NOV. 12, 2014 BY HUGHES AND ASSOCIATES. SOUNDINGS WERE

COLLECTED USING AN "R2SONIC 2022" MULTIBEAM SOUNDER AT 120° AND A RESON 210 SINGLE BEAM ECHO

SOUNDER. SOUND VELOCITY THROUGH THE WATER COLUMN WAS DETERMINED WITH AN ODOM DIGIBAR

PRO SOUND VELOCITY PROBE . POSITIONING AND VESSEL ATTITUDE WERE MEASURED USING AN

"APPLANIX POS MV" AND A TRIMBLE R8 RTK SYSTEM. RTK CORRECTIONS WERE BROADCAST FROM A LOCAL

BASE STATIONS OCCUPYING "RBD 4 1994" AND "SP-3 1992". DATA WAS COLLECTED AND FIELD PROCESSED

USING "HYPACK 2014" SOFTWARE. TIDE ELEVATIONS WERE MEASURED USING A "TRIMBLE R8 RTK" SYSTEM

AND VERIFIED THROUGH CONVENTIONAL DIFFERENTIAL LEVELING TECHNIQUES.

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

7. MAP SOUNDINGS, LOCATED ON EXHIBIT SHEETS 5 AND 6, ARE BINNED AT 25 FEET AND ARE AVERAGED.

VOLUME SOUNDINGS ARE BINNED AT 3 FEET AND ARE AVERAGED.

SURVEY CONTROL DATA

STATION

DUMP 1995

FOXY

RBD1 1994

RBD3 1994

RBD4 1994

SP-2 1979

SP-3 2001

SP-4 2001

ST-1 1992

ST-3 1992

ST-4 1992

VILLAGE

HILL

NORTHING

1,141,545.24

1,142,611.23

1,141,043.70

1,141,658.26

1,142,082.16

1,142,158.06

1,141,172.88

1,142,580.64

1,141,370.57

1,142,616.08

1,142,668.99

1,140,727.24

EASTING

1,583,907.14

1,583,160.44

1,583,846.28

1,583,526.92

1,583,364.40

1,585,194.13

1,584,526.18

1,583,818.62

1,583,680.59

1,583,159.92

1,584,684.10

1,584,338.92

MLLW

11.52

28.07

28.51

36.91

35.36

12.84

15.39

21.06

33.34

28.18

16.92

94.83

DESCRIPTION

2 INCH AL-CAP

USACE SBC

USACE SBC

USACE SBC

USACE SBC

USACE SBC

TERRA SURVEYS SBC

TERRA SURVEYS SBC

USACE SBC

USACE SBC

USACE SBC

USCGS TRI-STA SBC

1,142,057.34

1,141,768.53

1,141,594.69

E

N 1,142,000

E

E

E

E

N 1,140,500

E

E

N 1,142,000

E

N 1,141,000 N 1,141,000

N 1,141,500 N 1,141,500

N 1,142,500

N 1,143,000

N 1,143,500

N 1,142,000N 1,142,000

E

E

E

E

N 1,142,500

E

N 1,143,000 N 1,143,000

N 1,143,500 N 1,143,500

N 1,144,000

E

N 1,142,500

N 1,144,000

N 1,141,000

E

N 1,140,500

E

E

E

E

E

N 1,141,500

N 1,144,000

E

E

E

E

E

NAVIGATION AIDS

USCG

NO.

27830

27831

27832

27833

27834

NORTHING

1,142,581

1,142,580

1,141,594

1,141,932

1,141,817

EASTING

1,583,175

1,583,792

1,584,860

1,584,777

1,585,066

DESCRIPTION

ST. PAUL HARBOR JETTY LIGHT 4

ST. PAUL HARBOR JETTY LIGHT 3

ST. PAUL HARBOR LIGHT 6

ST. PAUL HARBOR DAYBEACON A

ST. PAUL HARBOR DAYBEACON B

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

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ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

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GRAPHIC SCALE IN FEET

0 600400200 200100

R

I

D

E

B

I

L

D

I

N

G

ST-2 1992

RBD1 1994

SP-3 2001

SP-4 2001

DUMP 1995

VILLAGE HILL

SP-2 1979

B

PI: 16+04.53

E

B

E

P

PT: 25+91.43

BP: 10+00.00

E

P

CONCRETE PAD

CONCRETE DOCK

DOCK

OPTIONAL ITEM 0008

DREDGE TO -30' MLLW

(MAX PAY LINE -32' MLLW)

BASE ITEMS 0002 - 0005

CONSTRUCT DETACHED

BREAKWATER REPAIRS

DETACHED

BREAKWATER (E)

OPTIONAL ITEM 0010

DREDGE TO -12'

MLLW (MAX PAY

LINE -13' MLLW)

DETACHED

BREAKWATER

(E)

-30' MLLW

-30' MLLW

OPTIONAL ITEM 0008

DREDGE TO -30' MLLW

(MAX PAY LINE -32' MLLW)

TANADGUSIX CORP.

OLD OFFICE & TV EQUIPMENT

SEDIMENT

MANAGEMENT

AREA

(E)

SPENDING

BEACH

(E)

P

O

L

V

I

R

N

P

I K

G

R

A

V

L

A

D

ICICLE STORAGE

ST. PAUL HARBOR

JETTY LIGHT 4

RBD4 1994

N

O

R

T

H

D

O

C

K

FOXY

(UNSTAMPED)

ST-3 1992

BP: 0+00.00

EP: 18+00.00

PI: 6+14.13

BP: 10+60.00

E P

ST-4 1992

ST-1 1992

RBD3 1994

ST. PAUL

PROJECT LOCATION

GULF OF ALASKA

LOCATION MAP

BETHEL

ST. PAUL

BRISTOL

BERING SEA

NOME

ST. PAUL

KODIAK

KING SALMON

ANCHORAGE

JUNEAU

TALKEETNA

FAIRBANKS

BARROW

N.T.S.

ARCTIC OCEAN

BAY

WALRUS

ISLAND

I

F

N

G

L

I

S

H

ST. PAUL

ISLAND

OTTER

B

A

BAY

ST. PAUL

ISLAND

ZAPADNI PT.

BIGHT

LINCOLN

NOTHEAST PT.

LUKANIN

HARBOR

VICINITY MAP

(PROJECT SITE)

AIRPORT

ST. PAUL

ST. PAUL ISLAND

TIDAL DATA, VILLAGE COVE,

ST. PAUL, ALASKA

LEVEL ELEVATION

(FT MLLW)

HIGHEST TIDE (ESTIMATED) + 6.0 *

MEAN HIGHER HIGH WATER (MHHW) + 3.2

MEAN HIGH WATER (MHW) + 3.0

MEAN TIDE LEVEL + 2.0

MEAN LOWER LOW WATER (MLLW) 0.0

EXTREME LOW WATER - 2.5

NOTE: TIDAL DATA TAKEN FROM NOAA CHART NO.

16382 (1978) AND THE NOAA TIDAL BENCH

MARK FOR ST. PAUL (LAT. 57 DEG. 07 MIN. N.,

LONG. 170 DEG. 16 MIN. W.)

* STORM SURGE ELEVATIONS AS HIGH AS +8 AND +9

HAVE BEEN OBSERVED IN THE HARBOR.

NOTES:

1. THERE IS NO CONTRACTOR STAGING AREA PROVIDED UNDER THIS

CONTRACT. THERE SHALL BE NO TEMPORARY STOCKPILING OF

MATERIAL IN THE HARBOR AREA.

2. THE PROJECT AREA IS DIRECTLY EXPOSED TO EXTREMELY HIGH

WINDS AND WAVES. SUCH CONDITIONS CAN AND DO OCCUR ANYTIME

OF THE YEAR. THE EXISTING BREAKWATERS DO NOT PROVIDE 100%

REDUCTION IN INCIDENT WAVES THAT IMPACT THE PROJECT AREA.

THE CONTRACTOR SHOULD EXPECT ADVERSE WAVE AND SURGE

CONDITIONS WITHIN THE HARBOR DURING LARGE STORM EVENTS IN

THE BERING SEA. ADDITIONAL DETAILS MAY BE OBTAINED FROM THE

ST. PAUL HARBORMASTER AT (907) 546-3140.

3. THE EXISTING HARBOR AT ST. PAUL IS A MAJOR CENTER FOR

COMMERCIAL FISHING AND CRABBING ACTIVITY IN THE BERING SEA

AND HIGH VESSEL TRAFFIC CAN BE EXPECTED.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING

UTILITIES IN THE PROJECT AREA. NUMEROUS FUEL LINES, ELECTRIC,

WATER AND SEWER AND OUTFALL LINES ARE PRESENT ON THE

HARBOR SIDE OF THE MAIN BREAKWATER. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR REPAIRING DAMAGE TO THE UTILITIES

RESULTING FROM CONSTRUCTION ACTIVITIES WITHIN THE

CONSTRUCTION BOUNDARY.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY

NECESSARY PERMITS FOR CONSTRUCTION RELATED WORK (SUCH AS

FILL, DREDGING, HAUL ROADS, ETC.) THAT ARE NOT LOCATED WITHIN

THE FOOTPRINT OF BASE AND OPTIONAL WORK ITEMS FOR THIS

CONTRACT. SUCH PERMITS MAY BE DIFFICULT TO OBTAIN DUE TO THE

ENVIRONMENTAL RESOURCES IN THE PROJECT AREA. THERE IS NO

GUARANTEE OF PERMITS FOR CONSTRUCTION RELATED WORK.

HOWEVER, THE AREA WITHIN THE PROJECT FEATURES' FOOTPRINT

HAS BEEN COVERED THROUGH THE ENVIRONMENTAL REVIEW

PROCESS. TEMPORARY CONSTRUCTION RELATED WORK MAY BE

PERFORMED WITHIN THE PROJECT FEATURES' FOOTPRINT WITH NO

ADDITIONAL PERMITS NEEDED.

LEGEND:

(E) EXISTING

MBW MAIN BREAKWATER

DBW DETACHED BREAKWATER

SMA SEDIMENT MANAGEMENT AREA

EC ENTRANCE CHANNEL

CL CENTERLINE

SBHEC SMALL BOAT HARBOR ENTRANCE

CHANNEL

CONTROL MONUMENT

NAV AID

BOLLARD

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

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Reference number:

Sheet of

HGFEDCBA

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E d w g l a s t s a v e d o n

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G i n t e r

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H

C I V

N41° 53' 12"E

233.06'

S43° 54' 05"E

717.03'

N34° 11' 32"E

51.86'

N84° 10' 21"W

263.06'

N81° 41' 27"W

324.31'

L=43.14', R=20.00'

L=266.34', R=325.00'

N46° 28' 05"E

616.47'

L=257.99', R=1006.80'

NOTES:

1. SEE EXHIBIT 4 FOR DETAILED LOCATION OF THE DREDGED MATERIAL

DISPOSAL AREA. THE DISPOSAL AREA IS APPROXIMATELY 2.5 MILES

FROM THE PROJECT SITE. SEE SPECIFICATION SECTION 01 19 40.00 29

FOR HAUL ROAD REQUIREMENTS

2. THE CONTRACTOR SHALL DETAIL CONTROL MEASURES TO PREVENT

SEDIMENT TRANSPORT FROM THE DREDGED MATERIAL DISPOSAL SITE

IN THE STORM WATER POLLUTION PREVENTION PLAN.

DISPOSAL SITE LIMITS

CORNER#

NORTHING

1,150,786.72

1,150,270.07

1,150,227.18

1,150,088.69

1,150,081.90

1,150,108.61

1,150,155.47

1,150,188.62

1,150,362.13

EASTING

1,585,478.23

1,585,975.43

1,585,946.29

1,585,727.48

1,585,470.29

1,585,208.59

1,584,887.68

1,584,875.68

1,585,031.29

PROJECT SITE

DREDGE MATERIAL

DISPOSAL SITE

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

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D a t e

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A C

T O

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D a t e

D e s c r i p t i o n A p p v d

C I T

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R A

C T

O R

C O

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R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

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E d w g l a s t s a v e d o n

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

G i n t e r

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C I V

NOTES:

1. BASIS FOR STATIONING:

1.1. EC AND SMA STATIONING BASED ON

HARBOR IMPROVEMENTS PHASE II

1.2. SBHEC STATIONING BASED ON HARBOR

IMPROVEMENTS PHASE III

1.3. MBW AND DBW STATIONING BASED ON

ST. PAUL HARBOR MAIN BREAKWATER

AND DOCK EXTENSION, DETACHED

BREAKWATER CHANNEL, AND MOORING

BASIN EXCAVATION (TETRA TECH, INC.)

2. THE CONTRACTOR SHALL COORDINATE WITH

THE CITY OF SAINT PAUL HARBORMASTER TO

MINIMIZE DISRUPTION OF HARBOR

OPERATIONS DURING MAINTENANCE

ACTIVITIES.

3. ANY MODIFICATION OF THE SPENDING BEACH

FOR CONSTRUCTION PURPOSES SHALL BE

REMOVED AT THE END OF CONSTRUCTION

AND THE SPENDING BEACH SHALL BE

RESTORED TO ITS EXISTING CONDITION.

4. THERE IS NO CONTRACTOR STAGING AREA

PROVIDED IN THIS CONTRACT.

5. THE CONTRACTOR SHALL CONTAIN ALL

DREDGING TO WITHIN THE LIMITS SHOWN ON

THIS SHEET WITH THE COORDINATES LISTED

IN THE TABLES.

6. THE CONTRACTOR SHALL NOT DISTURB THE

EXISTING ROCK BREAKWATER AND REEFS

ADJACENT TO THE ENTRANCE CHANNEL.

7. THE CONTRACTOR SHALL REMOVE THE

EXISTING JETTY LIGHT 3 TOWER AND LIGHT

FROM THE DETACHED BREAKWATER HEAD

DURING CONSTRUCTION ACTIVITIES AT THE

NOSE OF THE DETACHED BREAKWATER. AT

THE END OF CONSTRUCTION ACTIVITIES, THE

CONTRACTOR SHALL INSTALL A NAVIGATION

AID BASE AS SHOWN ON SHEET C-501 AND

REINSTALL THE TOWER AND LIGHT IN

COORDINATION WITH THE US COAST GUARD.

8. THE CONTRACTOR SHALL ESTABLISH

TEMPORARY US COAST GUARD APPROVED

NAVIGATION MARKERS FOR THE ENTRANCE

CHANNEL TO THE HARBOR.

9. SALVAGED ARMOR ROCK THAT MEETS THE

WEIGHT REQUIREMENTS SPECIFIED IN

SECTION 35 31 19 MAY BE USED TO PERFORM

REPAIR WORK. QUARRY RUN ROCK

REMOVED FROM THE BREAKWATER SHALL

NOT BE SALVAGED TO PERFORM REPAIR

WORK. ARMOR ROCK SALVAGED FROM THE

BREAKWATER SHALL BE TESTED IN

ACCORDANCE WITH PRODUCTION TESTING

FOR NEW ROCK. ROCK QUALITY TESTS

DESCRIBED IN THIS SPECIFICATION NEED

NOT BE PERFORMED ON ARMOR ROCK

SALVAGED FROM THE BREAKWATER.

10. DBW DECONSTRUCTION AND CONSTRUCTION

SECTIONS ARE LOCATED ON SHEETS C-306

THROUGH C-313.

ENTRANCE CHANNEL

LIMITS

CORNER#

NORTHING

1,142,622.52

1,142,981.30

1,143,151.52

1,143,184.20

1,143,144.58

1,143,038.69

1,142,882.64

1,142,799.55

1,142,596.81

1,142,498.09

1,142,443.01

1,142,539.77

1,142,605.59

1,142,754.87

1,142,837.58

1,142,839.79

1,142,413.84

EASTING

1,581,895.40

1,582,810.55

1,583,039.22

1,583,221.67

1,583,402.73

1,583,554.85

1,583,654.87

1,583,687.45

1,583,632.66

1,583,671.36

1,583,531.83

1,583,493.89

1,583,387.57

1,583,329.05

1,583,249.44

1,583,134.65

1,582,047.81

SMALL BOAT HARBOR

ENTRANCE CHANNEL LIMITS

CORNER#

NORTHING

1,141,570.67

1,141,539.36

1,141,630.48

1,141,837.91

1,141,912.08

1,141,690.43

EASTING

1,585,031.47

1,584,962.22

1,584,921.02

1,584,373.06

1,584,391.78

1,584,977.33

SMALL BOAT HARBOR

ENTRANCE CHANNEL (SBHEC-CL)

CENTERLINE

CORNER#

10+00.00

16+04.53

17+20.25

NORTHING

1,141,874.47

1,141,660.46

1,141,555.02

EASTING

1,584,383.79

1,584,949.18

1,584,996.85

ENTRANCE CHANNEL (EC-CL)

CENTERLINE

CORNER#

9+33.33

21+59.46

25+91.43

39+28.74

NORTHING

1,142,517.77

1,142,965.32

1,142,809.67

1,141,564.62

EASTING

1,581,970.69

1,583,112.22

1,583,468.63

1,583,956.75

LEGEND:

(E) EXISTING

MBW MAIN BREAKWATER

DBW DETACHED BREAKWATER

SMA SEDIMENT MANAGEMENT AREA

EC ENTRANCE CHANNEL

CL CENTERLINE

SBHEC SMALL BOAT HARBOR ENTRANCE

CHANNEL

CONTROL MONUMENT

NAV AID

BOLLARD

SEDIMENT MANAGEMENT

AREA LIMITS

CORNER#

NORTHING

1,142,618.20

1,141,988.50

1,141,955.03

1,142,201.48

1,142,278.78

1,142,384.68

1,142,503.54

1,142,600.32

EASTING

1,584,952.40

1,585,090.31

1,584,960.95

1,584,702.39

1,584,648.35

1,584,624.90

1,584,663.93

1,584,773.71

DETACHED BREAKWATER (DBW-CL)

CENTERLINE

CORNER#

10+60.00

19+45.00

NORTHING

1,142,580.58

1,142,673.09

EASTING

1,583,794.59

1,584,674.74

C

T

R

I

D

E

I

L

D

I

N

G

ST-2 1992

RBD1 1994

SP-3 2001

SP-4 2001

DUMP 1995

VILLAGE HILL

SP-2 1979

B

PI: 16+04.53

E

B

E

P

PT: 25+91.43

BP: 10+00.00

E

P

CONCRETE PAD

CONCRETE DOCK

DOCK

OPTIONAL ITEM 0008

DREDGE TO -30' MLLW

(MAX PAY LINE -32' MLLW)

BASE ITEMS 0002 - 0005

CONSTRUCT DETACHED

BREAKWATER REPAIRS

DETACHED

BREAKWATER (E)

OPTIONAL ITEM 0010

DREDGE TO -12'

MLLW (MAX PAY

LINE -13' MLLW)

DETACHED

BREAKWATER

(E)

-30' MLLW

-30' MLLW

OPTIONAL ITEM 0008

DREDGE TO -30' MLLW

(MAX PAY LINE -32' MLLW)

TANADGUSIX CORP.

OLD OFFICE & TV EQUIPMENT

SEDIMENT

MANAGEMENT

AREA

(E)

SPENDING

BEACH

(E)

P

O

L

V

I

R

N

P

I K

R

A

V

A

ICICLE STORAGE

ST. PAUL HARBOR

JETTY LIGHT 4

RBD4 1994

N

O

R

T

H

D

O

C

K

FOXY

(UNSTAMPED)

ST-3 1992

BP: 0+00.00

EP: 18+00.00

PI: 6+14.13

BP: 10+60.00

E P

ST-4 1992

ST-1 1992

RBD3 1994

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

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E N

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E

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I N

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D a t e

S T

A T

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P R

I M

E

C

O N

T R

A C

T O

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D a t e

D e s c r i p t i o n A p p v d

C I T

Y

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 d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

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U

N I F

I E

D E

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W J o b s S

P H

D w g s C

A D

X r e f S

P H

S

P B

A S

E d w g l a s t s a v e d o n

P

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

G i n t e r

D e i r d r

P

L

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L A

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A

P L

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L A

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I E

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C E

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C E

P O

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H

H

C I V

BP: 10+00.00

SEDIMENT

MANAGEMENT

AREA

(E)

SPENDING

BEACH

(E)

GRAPHIC SCALE IN FEET

0 18012060 6030

ST. PAUL HARBOR

JETTY LIGHT 3

SEE NOTES 7 AND 8

SP-4 2001

DETACHED

BREAKWATER (E)

BASE ITEMS 0002 - 0005

CONSTRUCT DETACHED

BREAKWATER REPAIRS

SPENDING

BEACH

(E)

ST-4 1992

BP: 10+60.00

E P

NOTES:

1. BASIS FOR STATIONING:

1.1. EC AND SMA STATIONING BASED ON

HARBOR IMPROVEMENTS PHASE II

1.2. SBHEC STATIONING BASED ON HARBOR

IMPROVEMENTS PHASE III

1.3. MBW AND DBW STATIONING BASED ON

ST. PAUL HARBOR MAIN BREAKWATER

AND DOCK EXTENSION, DETACHED

BREAKWATER CHANNEL, AND MOORING

BASIN EXCAVATION (TETRA TECH, INC.)

2. THE CONTRACTOR SHALL COORDINATE WITH

THE CITY OF SAINT PAUL HARBORMASTER TO

MINIMIZE DISRUPTION OF HARBOR

OPERATIONS DURING MAINTENANCE

ACTIVITIES.

3. ANY MODIFICATION OF THE SPENDING BEACH

FOR CONSTRUCTION PURPOSES SHALL BE

REMOVED AT THE END OF CONSTRUCTION

AND THE SPENDING BEACH SHALL BE

RESTORED TO ITS EXISTING CONDITION.

4. THERE IS NO CONTRACTOR STAGING AREA

PROVIDED IN THIS CONTRACT.

5. THE CONTRACTOR SHALL CONTAIN ALL

DREDGING TO WITHIN THE LIMITS SHOWN ON

THIS SHEET WITH THE COORDINATES LISTED

IN THE TABLES.

6. THE CONTRACTOR SHALL NOT DISTURB THE

EXISTING ROCK BREAKWATER AND REEFS

ADJACENT TO THE ENTRANCE CHANNEL.

7. THE CONTRACTOR SHALL REMOVE THE

EXISTING JETTY LIGHT 3 TOWER AND LIGHT

FROM THE DETACHED BREAKWATER HEAD

DURING CONSTRUCTION ACTIVITIES AT THE

NOSE OF THE DETACHED BREAKWATER. AT

THE END OF CONSTRUCTION ACTIVITIES, THE

CONTRACTOR SHALL INSTALL A NAVIGATION

AID BASE AS SHOWN ON SHEET C-501 AND

REINSTALL THE TOWER AND LIGHT IN

COORDINATION WITH THE US COAST GUARD.

8. THE CONTRACTOR SHALL ESTABLISH

TEMPORARY US COAST GUARD APPROVED

NAVIGATION MARKERS FOR THE ENTRANCE

CHANNEL TO THE HARBOR.

9. SALVAGED ARMOR ROCK THAT MEETS THE

WEIGHT REQUIREMENTS SPECIFIED IN

SECTION 35 31 19 MAY BE USED TO PERFORM

REPAIR WORK. QUARRY RUN ROCK

REMOVED FROM THE BREAKWATER SHALL

NOT BE SALVAGED TO PERFORM REPAIR

WORK. ARMOR ROCK SALVAGED FROM THE

BREAKWATER SHALL BE TESTED IN

ACCORDANCE WITH PRODUCTION TESTING

FOR NEW ROCK. ROCK QUALITY TESTS

DESCRIBED IN THIS SPECIFICATION NEED

NOT BE PERFORMED ON ARMOR ROCK

SALVAGED FROM THE BREAKWATER.

10. DBW DECONSTRUCTION AND CONSTRUCTION

SECTIONS ARE LOCATED ON SHEETS C-306

THROUGH C-313.

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

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C I T

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C O

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R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

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P H

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P H

S

P B

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E d w g l a s t s a v e d o n

P

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

G i n t e r

D e i r d r

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C I V

-4

-140 -120 -100 -80 -60 -40 -20 0 20 40 60 100 120 140

-20 -20

-16 -16

-12 -12

-8 -8

-4

-28

0 0

-32

12 12

16 16

(O.G. @ STA 10+60.00 SHOWN)

-180 -160 160 180

DISTANCE

E L E

V A

T I O

N

F

T

M

L L W

28 28

-24

-32

-28

-24

-200

32 32

36 36

WATER SURFACE VARIES

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

ELEV. +12.0' MLLW

ELEV. +23.0' MLLW

ELEV. +7.0' MLLW

9.3'

REMOVE EXISTING QUARRY RUN ROCK

TO +7.0' MLLW OR AS REQUIRED. SEE NOTE 10.

EXISTING GROUND (2014)

-10.0'

(MLLW) 0.0'

HIGHEST TIDE (ESTIMATED) +6.0'

REMOVE EXISTING SEA SIDE AND

HARBOR SIDE ARMOR ROCK

TO -10.0' MLLW

-20

-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100

-16

-20

-16

-12 -12

-8 -8

-4 -4

0 0

4 4

8 8

12 12

16 16

-180 -160 160 180

DISTANCE

E L E

V A

T I O

N

F

T

M

L L W

-32

-28

-24

-32

-28

-24

(O.G. @ STA 12+84.51 SHOWN)

200-200

32 32

WATER SURFACE VARIES

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

ELEV. +12.0' MLLW

ELEV. +23.0' MLLW

ELEV. +7.0' MLLW

9.3'

REMOVE EXISTING QUARRY RUN ROCK

TO +7.0' MLLW OR AS REQUIRED. SEE NOTE 10.

EXISTING GROUND (2014)

-10.0'

(MLLW) 0.0'

HIGHEST TIDE (ESTIMATED) +6.0'

REMOVE EXISTING SEA SIDE

AND HARBOR SIDE ARMOR ROCK

TO +7.0' MLLW

-12

-140 -120 -100 -80 -60 -40 -20 0 20 60 80 100 120 140

-20 -20

-16 -16

-12

-8 -8

-4 -4

8 8

12 12

16 16

-180 -160 160 180

DISTANCE

E L E

V A

T I O

N

F

T

M

L L W

-32

-28

-24

-32

-28

-24

(O.G. @ STA 14+67.01 SHOWN)

32 32

36 36

-200

WATER SURFACE VARIES

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

ELEV. +12.0' MLLW

ELEV. +23.0' MLLW

ELEV. +7.0' MLLW

9.3'

REMOVE EXISTING QUARRY RUN ROCK

TO +7.0' MLLW OR AS REQUIRED. SEE NOTE 10.

EXISTING GROUND (2014)

-10.0'

(MLLW) 0.0'

HIGHEST TIDE (ESTIMATED) +6.0'

REMOVE EXISTING SEA SIDE ARMOR ROCK

TO -10.0' MLLW

REMOVE EXISTING HARBOR SIDE ARMOR ROCK

TO 7.0' MLLW

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

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D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

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C T

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C O

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R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

X

U

N I F

I E

D E

N C

W J o b s S

P H

D w g s C

A D

X r e f S

P H

S

P B

A S

E d w g l a s t s a v e d o n

P

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

G i n t e r

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-4

-140 -120 -100 -80 -60 -40 -20 0 20 40 60 100 120 140

-20 -20

-16 -16

-12 -12

-8 -8

-4

-28

0 0

-32

12 12

16 16

(O.G. @ STA 10+60.00 SHOWN)

-180 -160 160 180

DISTANCE

E L E

V A

T I O

N

F

T

M

L L W

28 28

-24

-32

-28

-24

WATER SURFACE VARIES

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

QUARRY RUN (E)

(TO REMAIN)

-200

32 32

36 36

ELEV. +12.0' MLLW

ELEV. +23.0' MLLW

ELEV. +7.0' MLLW

9.3'

USE SINGLE ARMOR STONE

TO BUILD UP BENCH AS

NEEDED FOR ARMOR

LAYER PLACEMENT

PLACE QUARRY RUN ROCKPLACE ARMOR ROCK

(9.0' LAYER THICKNESS)

EXISTING GROUND (2014)

-10.0'

(MLLW) 0.0'

HIGHEST TIDE (ESTIMATED) +6.0'

-20

-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100

-16

-20

-16

-12 -12

-8 -8

-4 -4

0 0

4 4

8 8

12 12

16 16

-180 -160 160 180

DISTANCE

E L E

V A

T I O

N

F

T

M

L L W

-32

-28

-24

-32

-28

-24

200-200

32 32

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

ELEV. +12.0' MLLW

ELEV. +23.0' MLLW

ELEV. +7.0' MLLW

9.3'

PLACE QUARRY RUN ROCK

WATER SURFACE VARIES

QUARRY RUN (E)

(TO REMAIN)

PLACE ARMOR ROCK

(9.0' LAYER THICKNESS)

EXISTING GROUND (2014)

(MLLW) 0.0'

HIGHEST TIDE (ESTIMATED) +6.0'

PLACE SINGLE LAYER OF ARMOR

ROCK OVER EXISTING ARMOR

(SEE NOTE 12)

1.5

-12

-140 -120 -100 -80 -60 -40 -20 0 20 60 80 100 120 140

-20 -20

-16 -16

-12

-8 -8

-4 -4

8 8

12 12

16 16

-180 -160 160 180

DISTANCE

E L E

V A

T I O

N

F

T

M

L L W

-32

-28

-24

-32

-28

-24

(O.G. @ STA 14+67.01 SHOWN)

32 32

36 36

-200

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

ELEV. +12.0' MLLW

ELEV. +23.0' MLLW

ELEV. +7.0' MLLW

9.3'

PLACE QUARRY RUN ROCK

WATER SURFACE VARIES

QUARRY RUN (E)

(TO REMAIN)

PLACE ARMOR ROCK

(9.0' LAYER THICKNESS)

EXISTING GROUND (2014)

-10.0'

(MLLW) 0.0'

HIGHEST TIDE (ESTIMATED) +6.0'

E l e v a t i o n

F

T

M

L L W

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

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D a t e

D e s c r i p t i o n A p p v d

C I T

Y

C O

N T

R A

C T

O R

C O

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R A

R e c o m m e n d e d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

X

U

N I F

I E

D E

N C

W J o b s S

P H

D w g s C

A D

X r e f S

P H

S

P B

A S

E d w g l a s t s a v e d o n

P

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

G i n t e r

D e i r d r

P

L

U

L

A

L A

S K

A

S E

C T

I O

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D B

W

C

O N

S T

R U

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I O

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A L

S

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T I O

N S

T

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C E

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C E

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H

H

C I V

CENTERLINE

MATERIAL TO BE DREDGED

(MAX. PAYLINE -13.0' MLLW)

REQUIRED DEPTH -12.0' MLLW

DISTANCE

O.G. (2014)

(SBHEC-CL)

50.0'

(O.G. @ STA 12+90.01 SHOWN)

THEORETICAL CHANNEL BED

(O.G. @ STA 15+45.88 SHOWN)

WATER SURFACE VARIES

ATTACHED BREAKWATER (E)

(SBHEC-CL)

CENTERLINE

SEAWARD SIDE HARBOR SIDE

ELEV. -20.0' MLLW

O.G. (2014)

SBHEC SCOUR ROCK

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

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T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

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D a t e

D e s c r i p t i o n A p p v d

C I T

Y

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 d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

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I E

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P H

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A D

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P H

S

P B

A S

E d w g l a s t s a v e d o n

P

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

G i n t e r

D e i r d r

P

L

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L A

S K

A

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S B

H E

C

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T I O

N S

T

E D

C E

P O

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C E

P O

A E

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H

H

C I V

MATERIAL TO BE DREDGED

CENTERLINE

(MAX. PAYLINE -11.0' MLLW)

REQUIRED DEPTH -10.0' MLLW

DISTANCE

O.G. (2014)

(SMA-CL)

(O.G. @ STA 14+59.34 SHOWN)

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

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D a t e

D e s c r i p t i o n A p p v d

C I T

Y

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 d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

X

U

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I E

D E

N C

W J o b s S

P H

D w g s C

A D

X r e f S

P H

S

P B

A S

E d w g l a s t s a v e d o n

P

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

G i n t e r

D e i r d r

P

L

U

L

A

L A

S K

A

S E

C T

I O

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S M

A

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Y P

I C

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C E

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H

C I V

182.5' (FOR STA 18+24.98 TO 20+74.98)

L E

V A

T I O

N

F

T

M

L L W

WATER SURFACE VARIES

(EC-CL)

CENTERLINE

SEAWARD SIDE HARBOR SIDE

MAIN BREAKWATER (E)

ELEV. -10.0' MLLW

(MBW-CL)

STA. 18+00

165.0' (FOR RADIAL STATIONS 90° ABOUT STA 18+00 MBW-CL)

EC SCOUR ROCK

193.8' (FOR STA 26+63.92 TO 27+35.10)

(O.G. @ STA 20+76.32 SHOWN)

ELEV. -38.0' MLLW

O.G. (2014)

ANGLE OF REPOSE

MIN. DISTANCE FROM ENTRANCE CHANNEL 10.0 FEET

CENTERLINE

REQUIRED DEPTH -30.0' MLLW

MATERIAL TO BE DREDGED

(MAX. PAYLINE -32.0' MLLW)

DISTANCE

E L E

V A

T I O

N

F

T

M

L L W

WATER SURFACE VARIES

125.0'

(EC-CL)

O.G. (2014)

(O.G. @ STA 15+50± SHOWN)

125.0'

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

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 v d

C I T

Y

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 d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

X

U

N I F

I E

D E

N C

W J o b s S

P H

D w g s C

A D

X r e f S

P H

S

P B

A S

E d w g l a s t s a v e d o n

P

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

G i n t e r

D e i r d r

P

L

U

L

A

L A

S K

A

S E

C T

I O

N S

P

I C

C

T I O

N S

T

E D

C E

P O

A E

N G

C E

P O

A E

N G

H

H

C I V l e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

11+50.00

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

ELEV. +7.0' MLLW

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

O.G. (2014)

MATERIAL TO BE REMOVED

DECONSTRUCTION SECTION

E l e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

10+60.00

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

ELEV. +7.0' MLLW

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

O.G. (2014)

MATERIAL TO BE REMOVED

DECONSTRUCTION SECTION

E l e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

11+00.00

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

ELEV. +7.0' MLLW

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

O.G. (2014)

MATERIAL TO BE REMOVED

DECONSTRUCTION SECTION

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

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 v d

C I T

Y

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 d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

X

U

N I F

I E

D E

N C

W J o b s S

P H

D w g s C

A D

X r e f S

P H

S

P B

A S

E d w g l a s t s a v e d o n

P

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

G i n t e r

D e i r d r

P

L

U

L

A

L A

S K

A

S E

C T

I O

N S

D B

W

D

E C

O N

S T

R U

C T

I O

N

S

E C

T I O

T

E D

C E

P O

A E

N G

C E

P O

A E

N G

H

H

C I V e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

13+00.00

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

ELEV. +7.0' MLLW

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

O.G. (2014)

MATERIAL TO BE REMOVED

DECONSTRUCTION SECTION

E l e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

12+00.00

-44

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

-44

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

ELEV. +7.0' MLLW

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

O.G. (2014)

MATERIAL TO BE REMOVED

DECONSTRUCTION SECTION

E l e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

12+50.00

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

ELEV. +7.0' MLLW

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

O.G. (2014)

MATERIAL TO BE REMOVED

DECONSTRUCTION SECTION

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

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 v d

C I T

Y

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 d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

X

U

N I F

I E

D E

N C

W J o b s S

P H

D w g s C

A D

X r e f S

P H

S

P B

A S

E d w g l a s t s a v e d o n

P

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

G i n t e r

D e i r d r

P

L

U

L

A

L A

S K

A

S E

C T

I O

N S

D B

W

D

E C

O N

S T

R U

C T

I O

N

S

E C

T I O

T

E D

C E

P O

A E

N G

C E

P O

A E

N G

H

H

C I V e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

14+50.00

-36

-32

-28

-24

-20

-16

-12

-8

-4

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

ELEV. +7.0' MLLW

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

O.G. (2014)

MATERIAL TO BE REMOVED

DECONSTRUCTION SECTION

E l e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

13+50.00

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

ELEV. +7.0' MLLW

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

O.G. (2014)

MATERIAL TO BE REMOVED

DECONSTRUCTION SECTION

E l e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

14+00.00

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

ELEV. +7.0' MLLW

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

O.G. (2014)

MATERIAL TO BE REMOVED

DECONSTRUCTION SECTION

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

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 v d

C I T

Y

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 d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

X

U

N I F

I E

D E

N C

W J o b s S

P H

D w g s C

A D

X r e f S

P H

S

P B

A S

E d w g l a s t s a v e d o n

P

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

G i n t e r

D e i r d r

P

L

U

L

A

L A

S K

A

S E

C T

I O

N S

D B

W

D

E C

O N

S T

R U

C T

I O

N

S

E C

T I O

I

T

E D

C E

P O

A E

N G

C E

P O

A E

N G

H

H

C I V e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

15+00.00

-32

-28

-24

-20

-16

-12

-8

-4

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

ELEV. +7.0' MLLW

DECONSTRUCTION SECTION

E l e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

15+40.00

-32

-28

-24

-20

-16

-12

-8

-4

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

ELEV. +7.0' MLLW

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

O.G. (2014)

MATERIAL TO BE REMOVED

DECONSTRUCTION SECTION

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

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 v d

C I T

Y

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 d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

X

U

N I F

I E

D E

N C

W J o b s S

P H

D w g s C

A D

X r e f S

P H

S

P B

A S

E d w g l a s t s a v e d o n

P

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

G i n t e r

D e i r d r

P

L

U

L

A

L A

S K

A

S E

C T

I O

N S

D B

W

D

E C

O N

S T

R U

C T

I O

N

S

E C

T I O

T

E D

C E

P O

A E

N G

C E

P O

A E

N G

H

H

C I V e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

O.G. (2014)

ELEV. +7.0' MLLW

ELEV. +12.0' MLLW

ELEV. +23.0' MLLW

REPLACED ARMOR

REPLACED QUARRY RUN

11+50.00

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

CONSTRUCTION SECTION

E l e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

O.G. (2014)

ELEV. +7.0' MLLW

ELEV. +12.0' MLLW

ELEV. +23.0' MLLW

REPLACED ARMOR

REPLACED QUARRY RUN

10+60.00

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

CONSTRUCTION SECTION

E l e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

O.G. (2014)

ELEV. +7.0' MLLW

ELEV. +12.0' MLLW

ELEV. +23.0' MLLW

REPLACED ARMOR

REPLACED QUARRY RUN

11+00.00

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

CONSTRUCTION SECTION

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

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 v d

C I T

Y

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 d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

X

U

N I F

I E

D E

N C

W J o b s S

P H

D w g s C

A D

X r e f S

P H

S

P B

A S

E d w g l a s t s a v e d o n

P

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

G i n t e r

D e i r d r

P

L

U

L

A

L A

S K

A

S E

C T

I O

N S

D B

W

C

O N

S T

R U

C T

I O

N

S

E C

T I O

T

E D

C E

P O

A E

N G

C E

P O

A E

N G

H

H

C I V e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

O.G. (2014)

ELEV. +7.0' MLLW

ELEV. +12.0' MLLW

ELEV. +23.0' MLLW

REPLACED ARMOR

REPLACED QUARRY RUN

13+00.00

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

CONSTRUCTION SECTION

E l e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

-44

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

-44

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

O.G. (2014)

ELEV. +7.0' MLLW

ELEV. +12.0' MLLW

ELEV. +23.0' MLLW

REPLACED ARMOR

REPLACED QUARRY RUN

12+00.00

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

CONSTRUCTION SECTION

E l e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

O.G. (2014)

ELEV. +7.0' MLLW

ELEV. +12.0' MLLW

ELEV. +23.0' MLLW

REPLACED ARMOR

REPLACED QUARRY RUN

12+50.00

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

CONSTRUCTION SECTION

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

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 v d

C I T

Y

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 d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

X

U

N I F

I E

D E

N C

W J o b s S

P H

D w g s C

A D

X r e f S

P H

S

P B

A S

E d w g l a s t s a v e d o n

P

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

G i n t e r

D e i r d r

P

L

U

L

A

L A

S K

A

S E

C T

I O

N S

D B

W

C

O N

S T

R U

C T

I O

N

S

E C

T I O

T

E D

C E

P O

A E

N G

C E

P O

A E

N G

H

H

C I V e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

-36

-32

-28

-24

-20

-16

-12

-8

-4

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

O.G. (2014)

ELEV. +7.0' MLLW

ELEV. +12.0' MLLW

ELEV. +23.0' MLLW

REPLACED ARMOR

REPLACED QUARRY RUN

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

CONSTRUCTION SECTION

14+50.00

E l e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

ELEV. +7.0' MLLW

O.G. (2014)

ELEV. +12.0' MLLW

ELEV. +23.0' MLLW

REPLACED ARMOR

REPLACED QUARRY RUN

13+50.00

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

CONSTRUCTION SECTION

E l e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

-40

-36

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

ELEV. +7.0' MLLW

O.G. (2014)

ELEV. +7.0' MLLW

ELEV. +12.0' MLLW

ELEV. +23.0' MLLW

REPLACED ARMOR

REPLACED QUARRY RUN

14+00.00

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

CONSTRUCTION SECTION

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

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 v d

C I T

Y

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 d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

X

U

N I F

I E

D E

N C

W J o b s S

P H

D w g s C

A D

X r e f S

P H

S

P B

A S

E d w g l a s t s a v e d o n

P

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

G i n t e r

D e i r d r

P

L

U

L

A

L A

S K

A

S E

C T

I O

N S

D B

W

C

O N

S T

R U

C T

I O

N

S

E C

T I O

I

T

E D

C E

P O

A E

N G

C E

P O

A E

N G

H

H

C I V e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

-32

-28

-24

-20

-16

-12

-8

-4

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

ELEV. +7.0' MLLW

O.G. (2014)

REPLACED ARMOR

REPLACED QUARRY RUN

ELEV. +12.0' MLLW

ELEV. +23.0' MLLW

15+00.00

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

CONSTRUCTION SECTION

E l e v a t i o n

F

T

M

L L W

E l e v a t i o n

F

T

M

L L W

DISTANCE

-32

-28

-24

-20

-16

-12

-8

-4

-32

-28

-24

-20

-16

-12

-8

-4

0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200

O.G. (2014)

ELEV. +7.0' MLLW

ELEV. +12.0' MLLW

ELEV. +23.0' MLLW

REPLACED ARMOR

REPLACED QUARRY RUN

15+40.00

CENTERLINE

(DBW-CL)

SEAWARD SIDE HARBOR SIDE

CONSTRUCTION SECTION

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

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 v d

C I T

Y

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 d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

X

U

N I F

I E

D E

N C

W J o b s S

P H

D w g s C

A D

X r e f S

P H

S

P B

A S

E d w g l a s t s a v e d o n

P

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

G i n t e r

D e i r d r

P

L

U

L

A

L A

S K

A

S E

C T

I O

N S

D B

W

C

O N

S T

R U

C T

I O

N

S

E C

T I O

T

E D

C E

P O

A E

N G

C E

P O

A E

N G

H

H

C I V

7'-0"

1" TYP.

NOT TO SCALE

7'-0"

PLAN VIEW

NOT TO SCALE

ANCHOR BOLTS NOT SHOWN

QUARRY RUN ROCK

QUARRY RUN ROCK W/ CHINKED SBHEC SCOUR ROCK

9-#6 REINFORCING BARS

TOP & BOTTOM EA. WAY.

1 @ 4", 2 @ 9", 4 @ 10"

2 @ 9" & 4"=7'-0"

9-#6 BENT BARS

TYP. 4 SIDES

SELECT AND PLACE "A" ROCK AROUND

PERIMETER OF CONCRETE BASE, PROVIDE

MAXIMUM INTERLOCKING ON ALL FOUR SIDES.

NAVIGATION AID MARKER BASE NOTES

1. THE CONTRACTOR SHALL COORDINATE

WITH THE US COAST GUARD, JUNEAU,

ALASKA: (907) 463-2266, OR (907) 463-2269

AND THE COAST GUARD SECTOR

ANCHORAGE : (907) 428-4100, 60 DAYS

PRIOR TO REMOVING AND/OR RELOCATING

THE EXISTING NAVIGATION MARKER,

TOWER, AND LIGHT. THE CONTRACTOR

SHALL COORDINATE REINSTALLATION OF

THE LIGHT WITH THE COAST GUARD

CUTTER SPAR (907) 539-6751, OR THE

COAST GUARD ANT KODIAK (907) 487-5183.

2. REMOVAL OF THE EXISTING NAVIGATION

MARKER SHALL TAKE PLACE IMMEDIATELY

PRIOR TO BREAKWATER REPAIR WORK.

THE CONTRACTOR SHALL REMOVE THE

TOWER AND LIGHT FROM THE MARKER

BASE AND TEMPORARILY STORE THEM ON

SITE UNTIL REINSTALLING THEM UPON

COMPLETION OF REPAIR WORK ON THE

BREAKWATER. TEMPORARY MARKERS

MEETING US COAST GUARD APPROVAL

SHALL BE PLACED SEAWARD OF THE

BREAKWATER HEAD WHILE IT IS UNDER

CONSTRUCTION AND MAINTAINED UNTIL

THE TOWER AND PERMENANT LIGHT IS

REINSTALLED.

3. THE CONTRACTOR SHALL TAKE ALL

PROPER PRECAUTIONS TO ENSURE THAT

THE EXISTING TOWER AND LIGHT ARE NOT

DAMAGED DURING REMOVAL AND

TEMPORARY STORAGE. ANY DAMAGE THAT

IS INCURRED SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

4. THE NEW NAVIGATION MARKER BASE

SHALL BE ORIENTED SUCH THAT THE

TOWER AND LIGHT WILL FACE IN THE SAME

DIRECTION AS ITS PRESENT ORIENTATION

PROVIDES.

5. AFTER PLACEMENT OF THE NAVIGATION

AID MARKER BASE, THE CONTRACTOR

SHALL PERFORM A THIRD ORDER SURVEY

TO ESTABLISH HORIZONTAL AND VERTICAL

CONTROL ON THE CENTER OF THE

MARKER'S BASE. THIS DATA SHALL BE

PROVIDED TO THE CONTRACTING OFFICER

AND THE US COAST GUARD.

6. THE CONTRACTOR SHALL REMOVE AND

REINSTALL EXISTING SIGNAGE AND LIGHT

IN COORDINATION WITH THE US COAST

GUARD. SIGNAGE AND LIGHT SHALL BE

REINTSTALLED IN THE SAME POSITION AND

ORIENTATION AS THAT OF THE EXISTING

HARBOR (RED SHALL BE ON THE RIGHT AS

A VESSEL ENTERS INTO THE HARBOR AREA.

7. CONCRETE SHALL CONFORM TO ASTM C-94

ALTERNATIVE NUMBER 2, WITH F'c=5000 PSI

AND AIR CONTENT OF 5 TO 7 PERCENT.

8. THE CONTRACTOR SHALL PROVIDE A

MINIMUM 4" CONCRETE COVER FOR

BOTTOM REINFORCING BARS AND A MIN. OF

3" COVER FOR TOP AND SIDE BARS.

9. REINFORCING STEEL SHALL CONFORM TO

ASTM A 615, GRADE 60.

10. NAVIGATION MARKER BASE SHALL BE

PLACED ON 6" OF SBHEC SCOUR ROCK

CHINKED INTO 2' OF QUARRY RUN ROCK.

QUARRY RUN ROCK AND SBHEC ROCK

SHALL BE CHINKED AND KEYED INTO THE

ARMOR ROCK AND QUARRY RUN ROCK

RESPECTIVELY TO MINIMIZE VOIDS UNDER

MARKER BASE. EXACT LOCATION OF

MARKER BASE IS TO BE DETERMINED IN

THE FIELD. FINAL PLACEMENT OF MARKER

BASE SHALL BE LEVEL AND STABLE.

NAV AID

LEGEND

CONCRETE

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

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 v d

C I T

Y

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 d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

X

U

N I F

I E

D E

N C

W J o b s S

P H

D w g s C

A D

X r e f S

P H

S

P B

A S

E d w g l a s t s a v e d o n

P

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

G i n t e r

D e i r d r

P

L

U

L

A

L A

S K

A

D E

T A

I L

S

N A

V

A

T

A I L

T

E D

C E

P O

A E

N G

C E

P O

A E

N G

H

H

C I V

N 1,143,500

E

E

N 1,142,500

N 1,143,000

E

E

E

E

E

N 1,143,500

N 1,143,000

GRAPHIC SCALE IN FEET

0 300200100 10050

N 1,142,000

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

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 v d

C I T

Y

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 d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

X

U

N I F

I E

D E

N C

W J o b s S

P H

D w g s C

A D

X r e f S

P H

V

S

P S

I T

E d w g l a s t s a v e d o n

A

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

G i n t e r

D e i r d r

P

L

U

L

A

L A

S K

A

E X

H I B

A

W I N

G S

S U

R V

T

H Y

M E

T R

Y

P

O I N

O

F

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

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 v d

C I T

Y

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 d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

X

U

N I F

I E

D E

N C

W J o b s S

P H

D w g s C

A D

X r e f S

P H

V

S

P S

I T

E d w g l a s t s a v e d o n

A

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

G i n t e r

D e i r d r

P

L

U

L

A

L A

S K

A

E X

H I B

A

W I N

G S

S U

R V

T

H Y

M E

T R

Y

P

O I N

O

F

T

E D

C E

P O

A E

N G

C E

P O

A E

N G

H

H

S U

R V

P

P I N

SEE SHEET V-101 FOR SURVEY NOTES

N 1,142,000

N 1,141,500

E

E

E

N 1,143,000

E

E

N 1,142,500

GRAPHIC SCALE IN FEET

0 300200100 10050

+0

+0

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

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 v d

C I T

Y

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 d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

X

U

N I F

I E

D E

N C

W J o b s S

P H

D w g s C

A D

X r e f S

P H

V

S

P S

I T

E d w g l a s t s a v e d o n

A

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

G i n t e r

D e i r d r

P

L

U

L

A

L A

S K

A

E X

H I B

A

W I N

G S

S U

R V

T

H Y

M E

T R

Y

P

O I N

O

F

T

E D

C E

P O

A E

N G

C E

P O

A E

N G

H

H

S U

R V

P

P I N

G

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D r a w i n g

F i l e

D w g

S c a l e

P l o t

S c a l e

D a t e

A c t i o n

D r a w n

R E

S I D

E N

T

E

N G

I N

E E

R

D a t e

S T

A T

E

P R

I M

E

C

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 v d

C I T

Y

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 d

A p p r o v e d

S u b m i t t e d

D e s i g n e d

R e v i e w e d

B r a n i e f

S e c t i o n

C h i e f

Reference number:

Sheet of

HGFEDCBA

D r a w i n g

X

U

N I F

I E

D E

N C

W J o b s S

P H

D w g s C

A D

X r e f S

P H

V

S

P S

I T

E d w g l a s t s a v e d o n

A

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

G i n t e r

D e i r d r

P

L

U

L

A

L A

S K

A

E X

H I B

A

W I N

G S

S U

R V

T

H Y

M E

T R

Y

P

O I N

O

F

SEE SHEET V-101 FOR SURVEY NOTES