Wrangell Marine Facility Drawings.pdf

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Attached to
Wrangell Marine Facility Dock Repairs Federal contract opportunity
Solicitation number
1240BJ23Q0006
Issued by
Department of Agriculture Forest Service

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Wrangell Marine Facility_Inspection Report.pdf PDF
GAOA TNF Docks-Ph1_MF_Wrangell_Specs_FINAL.pdf PDF
Wrangell MF Photos.zip ZIP file
1240BJ23Q0006 Solicitation Packet.pdf PDF
General Decision Number AK20230001 01.27.2023.pdf PDF

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Text version

A

A

A

A

A

A

A

B B B

BBB

B B B

BBB

B B B

BBB

C

D

D

E E E F F F

G

G

G

G

G

G

G

C

C

C

C

C

C

C

SEE DWG 3

SEE DWG 2

SEE DWG 2

SEE DWG 3

SEE DWG 4

UNITED STATES DEPARTMENT OF AGRICULTURE

REMOTE DOCK AND MARINE FACILITY INSPECTIONS

Southeast Alaska/Tongass National Forest

Contract No. 12010920F0013

..\..\Salt Lake\Drawings\CONSORLogo.png

DWG 1 General Layout

FACILITY GENERAL PLAN

0 5' 10'

SCALE: 3/32"=1'-0"

CITY-OWNED

DOCK

TRANSITION

PLATE 1

12.9" Ø x 0.490 THICK STEEL GUIDE

PILE (TYP)

FOR PILE GUIDE DETAILS SEE DWG 5

10.5"

11.1'

12.5"

9.7'

13.5"

7.2'

12.0"

6.7'

21.0"

6.7'

18.0"

6.7'

13.8"

6.9'

13.5"

9.3'

13.0"

6.9'

12.3"

5.8

17.5"

5.8'

13.5"

10.0'

13.5"

7.0'

11.3"

11.7'

PILE 1

PILE 2

PILE 4

PILE 3

PILE 5

PILE 7

PILE 6

PILE 8 PILE 9 PILE 10 PILE 11 PILE 12

PILE 13

PILE 14

PILE 15

DERELICT TIMBER

PILE

13.5"

6.6'

13.0"

6.5'

13.0"

6.4'

17.0"

5.8'

TRANSITION

PLATE 2

TRANSITION

PLATE 3

TRANSITION

PLATE 4

TRANSITION

PLATE 5

VESSEL COVER

SUPPORT (TYP)

VESSEL

COVER

SUPPORT

(TYP)

ADDITIONAL

FLOATATION

BILLET (BELOW)

ADDITIONAL FLOATATION

BILLET (BELOW)

U DOCK

WAREHOUSE

DOCK

FINGER

DOCK

12" CLEAT (TYP)

SAFETY LADDER SAFETY LADDER

STORAGE

LOCKERS

TIMBER FLOAT

CONNECTOR

X.X"

X.X'

Water depth is presented relative to MLLW based on Tide Station 9450460 Ketchikan, AK.

FREEBOARD (INCHES)

DEPTH (FEET)

RIGHT LEFT

Dock: Wrangell

Island: Wrangell

Ranger District: Wrangell

Inspection Date: October 15, 2020

B

CONC. FLOAT

12" CLEAT

3/4" Ø TIE-

ROD (TYP)

5.5"x15" GLULAM

WALE

1.5"x9.5" TIMBER

RUB RAIL

1' (TYP)

5'-2"

7'-11.5"

CONC. FLOAT

7'-8.5"1.5" 1.5"

12" CLEAT

5.5"x5.5" TIMBER CURB

3.5"x5.5"x18" TIMBER CHOCK

3/4" Ø CARRIAGE BOLT

3/4" Ø TIE-ROD

5.5"x15" GLULAM WALE

1'

4"

4.5"

CONC. FLOAT

12" CLEAT

5.5"x5.5" TIMBER CURB ON

3.5"x5.5"x18" TIMBER CHOCKS

3/4" Ø TIE-ROD

5.5"x15" GLULAM WALE (TYP)

4'-3"

5'-2"

1.5"x9.5" TIMBER RUB RAIL (TYP)

PLYWOOD DECK

2' (TYP)

2"x4" TIMBER LEDGER

(EACH SIDE)

2"x4" TIMBER

JOIST (TYP)

1.5"x9.5" TIMBER RUB RAIL

(DOCK SIDE ONLY)

5.5"x15" GLULAM

BEAM (EACH SIDE)

5'-2"

A

B

2"x4" TIMBER

LEDGER

5.5"x15" GLULAM

BEAM (BEYOND)

2"x4" TIMBER JOIST

@ 24" O.C.

PLYWOOD DECK5.5"x5.5" TIMBER CURB ON

5.5"x3.5" TIMBER CHOCKS

3/4" Ø CARRIAGE BOLT

(TYP)

5'-2"

2"x4" TIMBER LEDGER (EACH SIDE)

5.5"x15" GLULAM BEAM (EACH SIDE)

1.5"x9.5" TIMBER RUB RAIL (DOCK SIDE ONLY)

2"x4" TIMBER JOIST @ 24" O.C.

PLYWOOD DECK

5.5"x5.5" TIMBER CURB ON

5.5"x3.5"x18" TIMBER CHOCKS

UNITED STATES DEPARTMENT OF AGRICULTURE

REMOTE DOCK AND MARINE FACILITY INSPECTIONS

Southeast Alaska/Tongass National Forest

Contract No. 12010920F0013

..\..\Salt Lake\Drawings\CONSORLogo.png

DWG 2 Dock Sections and Details - 1 of 3

FLOAT TYPE A - PLAN VIEW FLOAT TYPE A - ELEVATION A-A FLOAT TYPE A - CROSS SECTION B-B

SCALE: 3/8"=1'-0"

0' 1' 2' 4'

SCALE: 3/8"=1'-0"

0' 1' 2' 4'

SCALE: 3/8"=1'-0"

0' 1' 2' 4'

NOTE: DIMENSIONS ARE TYPICAL OF FLOAT TYPES

B AND G, EXCEPT TYPE B HAS NO CURBS. CLEATS

ARE LOCATED AS INDICATED ON DWG 1.

NOTE: DIMENSIONS ARE TYPICAL OF FLOAT TYPES

B AND G, EXCEPT TYPE B HAS NO CURBS. CLEATS

ARE LOCATED AS INDICATED ON DWG 1.

NOTE: DIMENSIONS ARE TYPICAL OF FLOAT TYPES

B AND G, EXCEPT TYPE B HAS NO CURBS. CLEATS

ARE LOCATED AS INDICATED ON DWG 1.

TIMBER CONNECTOR BETWEEN U-DOCK FLOATS - PLAN VIEW

TIMBER CONNECTOR - ELEVATION A-A TIMBER CONNECTOR - CROSS SECTION B-B

0 1' 2'

SCALE: 1/2"=1'-0"

0 1' 2'

SCALE: 1/2"=1'-0"

0 1' 2'

SCALE: 1/2"=1'-0"

Dock: Wrangell

Island: Wrangell

1' (TYP)

9'-11.5"

10'

CONC. FLOAT

12" CLEAT

3/4" Ø TIE-ROD

(TYP)

5.5"x15" GLULAM

WALE (TYP)

1.5"x9.5" TIMBER

RUB RAIL (TYP)

A

B

CONC. FLOAT

9'-8.5"1.5" 1.5"

12" CLEAT

5.5"x5.5" TIMBER CURB

3.5"x5.5"x18" TIMBER CHOCK

3/4" Ø CARRIAGE BOLT

3/4" Ø TIE-ROD

5.5"x15" GLULAM WALE

1'

4"

4.5"

10'

3'-8"

CONC. FLOAT

5.5"x5.5" TIMBER CURB ON

3.5"x5.5"x18" TIMBER CHOCKS

3/4" Ø TIE-ROD

5.5"x15" GLULAM WALE (TYP)

1.5"x9.5" TIMBER RUB RAIL (TYP)

12" CLEAT

3/4" Ø TIE-ROD (TYP)1' (TYP)

11'-11.5"

2'-7"

12" CLEAT

3"x15" GLULAM WALE(TYP)

1.5"x9.5" TIMBER RUB RAIL (TYP)

3"x15" GLULAM WALE

1.5"x9.5" TIMBER RUB RAIL

CONC. FLOAT

A

B

CONC. FLOAT

11'-8.5" 1.5"

1.5"

3/4" Ø TIE-ROD

3"x15" GLULAM WALE

1' (TYP)

4"

4.5"

12" CLEAT

3"x15" GLULAM WALE

1.5"x9.5" TIMBER RUB RAIL

2'-7"

4'

3"x15" GLULAM WALE (TYP)

1.5"x9.5" TIMBER RUB RAIL (TYP)

CONC. FLOAT

12" CLEAT

3/4" Ø

TIE-ROD

UNITED STATES DEPARTMENT OF AGRICULTURE

REMOTE DOCK AND MARINE FACILITY INSPECTIONS

Southeast Alaska/Tongass National Forest

Contract No. 12010920F0013

..\..\Salt Lake\Drawings\CONSORLogo.png

DWG 3 Dock Sections and Details - 2 of 3

FLOAT TYPE C - PLAN VIEW

FLOAT TYPE C - ELEVATION A-A FLOAT TYPE C - CROSS SECTION B-B

SCALE: 3/8"=1'-0"

0' 1' 2' 4'

SCALE: 3/8"=1'-0"

0' 1' 2' 4'

SCALE: 3/8"=1'-0"

0' 1' 2' 4'

NOTE: DIMENSIONS ARE TYPICAL OF FLOAT TYPE

E, EXCEPT TYPE E HAS NO CURBS. CLEATS ARE

LOCATED AS INDICATED ON DWG 1.

NOTE: DIMENSIONS ARE TYPICAL OF FLOAT TYPE

E, EXCEPT TYPE E HAS NO CURBS. CLEATS ARE

LOCATED AS INDICATED ON DWG 1.

NOTE: DIMENSIONS ARE TYPICAL OF FLOAT TYPE

E, EXCEPT TYPE E HAS NO CURBS. CLEATS ARE

LOCATED AS INDICATED ON DWG 1.

FLOAT TYPE D - ELEVATION A-A FLOAT TYPE D - CROSS SECTION B-B

SCALE: 3/8"=1'-0"

0' 1' 2' 4'

SCALE: 3/8"=1'-0"

0' 1' 2' 4'

FLOAT TYPE D - PLAN VIEW

SCALE: 3/8"=1'-0"

0' 1' 2' 4'

NOTE: CLEATS ARE LOCATED AS INDICATED ON

DWG 1.

NOTE: CLEATS ARE LOCATED AS INDICATED ON

DWG 1.

NOTE: CLEATS ARE LOCATED AS INDICATED ON

DWG 1.

Dock: Wrangell

Island: Wrangell

3/4" Ø TIE-ROD

(TYP)

5.5"x15" GLULAM

WALE (TYP)

1.5"x9.5" TIMBER

RUB RAIL (TYP)

10'-10"

10'CONC. FLOAT

A

B

1' (TYP)

CONC. FLOAT

10'-7"1.5" 1.5"

5.5"x5.5" TIMBER CURB (TYP)

3.5"x5.5"x18" TIMBER CHOCK

3/4" Ø CARRIAGE BOLT (TYP)

3/4" Ø TIE-ROD

5.5"x15" GLULAM WALE

1' (TYP)

4"

4.5"

10'

4'

CONC. FLOAT

5.5"x5.5" TIMBER CURB ON

3.5"x5.5"x18" TIMBER CHOCKS

3/4" Ø TIE-ROD

5.5"x15" GLULAM WALE (TYP)

1.5"x9.5" TIMBER RUB RAIL (TYP)

UNITED STATES DEPARTMENT OF AGRICULTURE

REMOTE DOCK AND MARINE FACILITY INSPECTIONS

Southeast Alaska/Tongass National Forest

Contract No. 12010920F0013

..\..\Salt Lake\Drawings\CONSORLogo.png

DWG 4 Dock Sections and Details - 3 of 3

FLOAT TYPE F - PLAN VIEW

FLOAT TYPE F - ELEVATION A-A FLOAT TYPE F - CROSS SECTION B-B

SCALE: 3/8"=1'-0"

0' 1' 2' 4'

SCALE: 3/8"=1'-0"

0' 1' 2' 4'

SCALE: 3/8"=1'-0"

0' 1' 2' 4'

Dock: Wrangell

Island: Wrangell

5/8"Ø TIE-ROD @ PILE

GUIDES ONLY (TYP)

CONC. FLOAT

3/4" Ø TIE-ROD (TYP)

5.5"x15" GLULAM

WALE (TYP)

1.5"x9.5" TIMBER

RUB RAIL (TYP)

3" Ø HSS

7/8" UHMW

3/8" STEEL COLLAR

5/8" Ø BOLTS FOR UHMW

1'-4.5"

2'-8"

1' (TYP)

A

B

1/2" THICK STEEL PLATE

3/4"x3" SLOTTED HOLE

2'-8"

7.5" 4.5"

1' 1'

5/8" Ø TIE-ROD @ PILE GUIDES ONLY (TYP)

1/2" THICK STEEL PLATE 3" Ø HSS

3/4" Ø TIE-ROD (TYP)

5.5"x15" GLULAM WALE

HOLES FOR 5/8" Ø BOLTS FOR UHMW

7.5" HIGH x 30" LONG x 1/2"

THICK STEEL PLATE

5.5"x15" GLULAM WALE

5/8"Ø TIE-ROD @ PILE

GUIDES ONLY (TYP)

CONC. FLOAT

3" Ø HSS

7/8" UHMW

3/8" STEEL COLLAR

4"

UNITED STATES DEPARTMENT OF AGRICULTURE

REMOTE DOCK AND MARINE FACILITY INSPECTIONS

Southeast Alaska/Tongass National Forest

Contract No. 12010920F0013

..\..\Salt Lake\Drawings\CONSORLogo.png

DWG 5 PILE GUIDE DETAILS

PILE GUIDE - ELEVATION A-A PILE GUIDE - CROSS SECTION B-B

PILE GUIDE - PLAN VIEW

0 1/2' 1'

SCALE: 1"=1'-0"

0 1/2' 1'

SCALE: 1"=1'-0"

0 1/2' 1'

SCALE: 1"=1'-0"

Dock: Wrangell

Island: Wrangell

A

A

A

A

A

A

B B B

BBB

B B B

BBB

B B B

BBB

C

D

D

E E E F F F

G

G

G

G

G

G

G

C

C

C

C

C

C

C

4'

3'

12'

UNITED STATES DEPARTMENT OF AGRICULTURE

REMOTE DOCK AND MARINE FACILITY INSPECTIONS

Southeast Alaska/Tongass National Forest

Contract No. 12010920F0013

..\..\Salt Lake\Drawings\CONSORLogo.png

DWG 6 Deficiency Plan

FACILITY DEFICIENCY PLAN

0 5' 10'

SCALE: 3/32"=1'-0"

CITY-OWNED

DOCK

PILE 1

PILE 2

PILE 4

PILE 3

PILE 5

PILE 7

PILE 6

PILE 8 PILE 9 PILE 10 PILE 11 PILE 12

PILE 13

PILE 14

PILE 15

DERELICT TIMBER

PILE

VESSEL

COVER

SUPPORT

(TYP)

ADDITIONAL

FLOATATION

BILLET (BELOW)

ADDITIONAL

FLOATATION

BILLET (BELOW)

U DOCK

WAREHOUSE

DOCK

FINGER

DOCK

STORAGE

LOCKERS

TRANSITION PLATE

1 (SEE NOTES)

TRANSITION PLATE

2 (SEE NOTES)

TRANSITION

PLATE 3

(SEE

NOTES)

TRANSITION

PLATE 4

(SEE

NOTES)

TRANSITION

PLATE 5

(SEE

NOTES)

PILE GUIDE WITH

MODERATE TO MAJOR

SECTION LOSS DUE TO

CORROSION (TYP)

10' LONG SPLIT IN 5.5"x5.5" TIMBER CURB

LOOSE 12" CLEAT

15' LONG SPLIT IN 5.5"x5.5"

TIMBER CURB

MODERATELY DETERIORATED

5.5"x5.5" TIMBER CURB

VESSEL COVERING SUPPORT

WITH MODERATE SECTION LOSS

36" x

" CRACK

36" x

" CRACK

36" x

" CRACK

DISCONNECTED 5.5"x15" GLULAM WALE

6" x 3" x 1" SPALL AT

BOAT COVER SUPPORT

TYPICAL DEFICIENCIES

1. Steel pipe guide piles have typical corrosion with minor section loss from the high waterline to the channel bottom.

2. Timber curbs on the Finger Dock typically exhibit minor weathering and isolated areas of vegetation growth.

TRANSITION PLATE NOTES

1. Transition Plate 1 has severe corrosion, loose bolts, does not land flush with the

Forest Service dock, creating a tripping hazard, and does not have a UHMW wear pad.

2. Transition Plate 2 has severe corrosion, a loose bolt, corroded and ineffective safety chains, is too short and lands on the wale, resulting in abrasion of the wale, and does not have a UHMW wear pad.

3. Transition Plate 3 has moderate corrosion on the hinge and does not have a UHMW wear pad.

4. Transition Plate 4 has loose bolts, does not land flush with the dock, creating a tripping hazard, and does not have a UHMW wear pad.

5. Transition Plate 5 has loose bolts with minor corrosion and does not have a UHMW wear pad.

RIGHT LEFT

Dock: Wrangell

Island: Wrangell

Sheets and Views
Wrangell-1 - Gen Layout
Wrangell-2 - DOCK DETAILS
Wrangell-3 - DOCK DETAILS
Wrangell-4 - DOCK DETAILS
Wrangell-5 - PILE GUIDE DETAILS
Wrangell-6 - DEFICIENCY PLAN

File details come from the government source that posted it. Updated .