2021.11.04 KMRD 2021 Fish Creek Drawings_mes.pdf

PDF 4 MB Posted Apr 1, 2022

Attached to: GAOA Hyder Fish Creek, Trail Maintenance and Boardwalk Construction
Solicitation number: 1240BJ22R0009
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation seeks proposals for a boardwalk construction and trail maintenance project located in the Tongass National Forest near Hyder, Alaska. Work includes demolishing and replacing timber boardwalk posts and hardware, repairing a sinkhole in a parking area, and performing general trail maintenance. The project site is an active bear habitat requiring protections for wildlife and an adjacent anadromous stream. Proposals are due by May 2, 2022 with an estimated start date of May 15, 2022. The project value is between $250,000 and $500,000. The NAICS code size standard is $16.5 million. This opportunity is 100% set aside for small businesses. Interested parties should contact the technical point of contact for additional details. Both performance and payment bonds will be required.

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Other files

File	Type	Posted
Amendment 1 to Solicitation 1240BJ22R0009.pdf	PDF	Apr 27, 2022
Wage Determination AK20220006 Feb 25 2022.pdf	PDF	Apr 1, 2022
2021 HYDER FISH CREEK FS_List of Sustainable Products.pdf	PDF	Apr 1, 2022
Solicitation_1240BJ22R0009.pdf	PDF	Apr 1, 2022
2021 Hyder Fish Creek FSSS.pdf	PDF	Apr 1, 2022
2021 Hyder Fish Creek Specs.pdf	PDF	Apr 1, 2022
2021 HYDER FISH CREEK Project Photos.pdf	PDF	Apr 1, 2022

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PROJECT LOCATION

SHEET OF

United States Department of Agriculture

Forest Service

1 10

RECOMMENDED BY:

APPROVED:

DATE

FOREST SUPERVISOR

DATE

FOREST ENGINEER

/4/

:1 9 E

W G;

GAOA Fish Crk Wildlife Observation Site &

Titan Trl Maint: Boardwalk Const

ALASKA

KETCHIKAN MISTY RANGER DISTRICT

TONGASS NATIONAL FOREST

R10 ALASKA REGION

VICINITY MAP

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET 3/22/2021

G-02

SCHEDULE OF QUANTITIES &

GENERAL NOTES

3/22/2021

G-03 PROJECT MAP 3/22/2021

G-04 SINK HOLE REPAIR 3/22/2021

G-05 TYPICAL BOARDWALK 3/22/2021

G-06 CONNECTORS 3/22/2021

G-07 BOARDWALK DETAILS 3/22/2021

G-08 BLUE LAGOON VIEWING PLATFORM 3/22/2021

G-09 SOUTH END VIEWING PLATFORM 3/22/2021

G-10 TURNOUT VIEWING PLATFORM 3/22/2021

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JUNEAU

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GULF OF ALASKA

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ALASKA

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CANADA

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DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/4/

:1 9 E

W G;

R10

ALASKA REGION

GAOA Fish Crk Wildlife Observation Site &

Titan Trl Maint:

Boardwalk Const

TONGASS NATIONAL

FOREST

KETCHIKAN MISTY RANGER

DISTRICT

SCHEDULE OF

QUANTITIES &

GENERAL NOTES

November 4, 2021

SCHEDULE OF QUANTITIES & GENERAL NOTES

TNF

E CLAY

TNF ENG

G-02

SCHEDULE OF QUANTITIES GENERAL NOTES

1. THE CONTRACTOR'S USE OF THE PROJECT SITE SHALL INCLUDE

CONSTRUCTION OPERATIONS AND STORAGE OF MATERIALS ONLY

WITHIN THE LIMIT OF WORK IDENTIFIED ON THE DRAWINGS OR AS

APPROVED BY THE COR.

2. NO INSTREAM WORK IS ALLOWED.

3. REPLACE POSTS AND POST CONNECTORS AT LOCATIONS MARKED IN

THE FIELD BY THE COR. FINAL LOCATIONS SHALL BE APPROVED BY THE

COR.

4. OPTION A: UNDERDRAIN SYSTEM LOCATION AND DEPTH SHALL BE

APPROVED BY THE COR.

5. CONTRACTOR MUST PROTECT AGAINST SOIL EROSION &

SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-14

SECTION 157. PREPARE AND SUBMIT A SOIL & EROSION CONTROL PLAN

TO THE CO FOR APPROVAL.

6. EQUIPMENT SHALL BE CLEAN OF ALL SOIL, SEEDS, AND FOREIGN

MATERIAL PRIOR TO MOBILIZATION ONTO NATIONAL FOREST SERVICE

LANDS. FP-14 SECTION 107.10(c).

7. PAYMENT FOR CONTRACT WORK WILL BE MADE ONLY FOR & UNDER

THOSE CONTRACT LINE ITEMS INCLUDED IN THE SCHEDULE OF ITEMS.

ALL OTHER WORK & MATERIALS WILL BE CONSIDERED INCIDENTAL OR

INDIRECT TO AN INCLUDED IN THE PAYMENT OF ITEMS SHOWN.

SUMMARY OF ESTIMATED QUANTITIES

ITEM

NUMBER

DESCRIPTION

METHOD OF

MEASUREMENT

UNIT

ESTIMATED

QUANTITY

15101 MOBILIZATION LS ALL 1

06 10 00 (2)

REPLACE POSTS AQ EA 153

03 10 00 (3)

SINK HOLE REPAIR LS ALL 1

03 30 00 (4)

CONCRETE PAVEMENT PATCH AQ SF 315

03 10 00 (A)

OPTION A: UNDERDRAIN SYSTEM

INSTALLATION

AQ LF 18

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6'WIDE

5' WIDE BOARDWALK

W/HANDRAILS BOTH SIDES

BOARDWALK

PARKING AREA

BLUE LAGOON VIEWING PLATFORM

VIEWING PLATFORMS

CONTRACTOR STORAGE

AND STAGING AREA

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/4/

:1 9 E

W G;

R10

ALASKA REGION

GAOA Fish Crk Wildlife Observation Site &

Titan Trl Maint:

Boardwalk Const

TONGASS NATIONAL

FOREST

KETCHIKAN MISTY RANGER

DISTRICT

PROJECT MAP

November 4, 2021

PROJECT MAP

TNF

E CLAY

TNF ENG

G-03

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BLUE LAGOON

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DIKE ROAD

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DIKE ROAD

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SALMON RIVER HIGHWAY

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255.6 ft

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255.6 ft

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255.6 ft

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255.6 ft

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MARX CREEK

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PARKING AREA

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FISH CREEK

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FISH CREEK

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MARX CREEK

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CONTRACTOR STORAGE

AND STAGING AREA

APPROXIMATE SINK HOLE

LOCATION (NOTE 1)

APPROXIMATE DRAINPIPE

LOCATION (OPTION A)

FLOWER BED

SINK HOLE REPAIR LAYOUT

CONCRETE PAVEMENT

PATCH

CONCRETE PAD SECTION &

OPTION A: UNDERDRAIN SYSTEM INSTALLATION

GRANULAR BACKFILL

MINIMUM 16", SUBBASE MATERIAL

RESTORE RIPRAP SLOPE

AND EDGE PROTECTION

WRAP UNDERDRAIN TRENCH

IN GEOTEXTILE

INSTALL PIPE PLUG

NOT TO SCALE

6" PERFORATED

DRAIN PIPE

TYPICAL UNDERDRAIN

SYSTEM SECTION

NOT TO SCALE

4" ROADWAY AGGREGATE, METHOD 6

6" CONCRETE PAVEMENT PATCH

CONNECTION DETAIL

NOT TO SCALE

CONCRETE

AGGREGATE

SAWCUT AND SEAL

PER SPECS, RECESS

TOP OF SEALANT

ASPHALT

18" MINIMUM

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/4/

:1 9 E

W G;

R10

ALASKA REGION

GAOA Fish Crk Wildlife Observation Site &

Titan Trl Maint:

Boardwalk Const

TONGASS NATIONAL

FOREST

KETCHIKAN MISTY RANGER

DISTRICT

SINK HOLE REPAIR

November 4, 2021

TNF

E CLAY

TNF ENG

G-04

GENERAL NOTES

1. CUT AND REMOVE ASPHALT PAVEMENT OF THE PARKING

SPOT (15'X21') AS SHOWN. EXCAVATE TO DETERMINE

THE CAUSE OF THE SINK HOLE. REMOVE ANY

UNSUITABLE MATERIAL ENCOUNTERED AND IMPACTED

PORTION OF THE FLOWER BED, AS DETERMINED BY THE

CO. BACKFILL, COMPACT, CAP WITH CONCRETE AND

RESTORE PER THE SPECIFICATIONS. MATCH CONCRETE

TO ADJACENT PAVEMENT SLOPE.

2. OPTION A: UNDERDRAIN SYSTEM DRAIN PIPE TO BE 6"

PERFORATED CPP AND APPROXIMATELY 18' LONG, AS

APPROVED BY CO. MINIMUM COVER OVER UNDERDRAIN

SYSTEM IS 16". DRAIN PIPE OUTLET SHALL EXTEND 24"

BEYOND THE TOE OF THE FILL. MINIMUM DRAIN PIPE

GRADE SHALL BE 0.5%, ENSURE SYSTEM HAS POSITIVE

DRAIANGE.

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SALMON RIVER HIGHWAY

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BOARDWALK

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TYPICAL 8 x 8 POSTS TO BE REPLACED

3-1/8 x 12 Glulam Ledger

PLAN VIEW (TYP)

10 ft 5 ft

10 ft

5-1/8 x 12 glulam Stringer

2 x 6 Lateral Bracing

2 x 6 Cross Bracing

6 ft

1 ft midspanapprox

2 x 8 Bridging

4 ft

3 x 12 Decking

PROFILE (TYP)

Lateral bracing on uphill side adjacent to

Bear Crossings

(varies)

4-1/2 ft

(min) clearance under Lateral

Bracing everywhere every other span.

possible and ATLEAST

Simpson FA8 Foundation Angle

Attach w/ 2 each 1/2 in lag bolts and 7 each 10d x 1-1/2 in nails

HL53 Heavy Angle (under ledger) w/ 4 each 5/8 in MB

1 ft

DIKE BOARDWALK: Alternate Lateral Bracing on uphill and downhill sides of adjacent spans.

PARKING ACCESS BOARDWALK: Lateral Bracing on uphill AND downhill sides of every other span.

18 x 18 x 12

Concrete

Footing

No lateral bracing

Lateral Bracing No Lateral Bracing this span

Knee bracing this span on downhill

Lateral bracing posts this span

Knee Bracing on downhill side.

Bolt to inside of stringer and post.

Connect lateral bracing w/

1/2 in bolt

TYPICAL 8 x 8 POSTS TO BE REPLACED

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/4/

:1 9 E

W G;

R10

ALASKA REGION

GAOA Fish Crk Wildlife Observation Site &

Titan Trl Maint:

Boardwalk Const

TONGASS NATIONAL

FOREST

KETCHIKAN MISTY RANGER

DISTRICT

TYPICAL BOARDWALK

November 4, 2021

TYPICAL BOARDWALK

TNF

E CLAY

TNF ENG

G-05

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CC5-1/4 - 8 w/ (4) 3/4 in MB {(6) for Stringer splice}

CB88 w/ (2) 3/4 in MB HDG

BOARDWALK & DECK CONNECTORS

FA8 w/ (2) 1/2 in MB and (7) 10d x 1-1/2 in hdg nails

HW5x12 skew left 60 deg, TFO left w/ (16) N54A nails

CC78 w/ (4) 3/4 in MB {(6) for Stringer splice}

ECC5-1/4 - 8 w/ (4) 3/4 in MB

ECC78 w/ (4) 3/4 in MB

ECC88 w/ (4) 3/4 in MB

HL53 w/ (4) 5/8 in MB

HL55 w/ (8) 5/8 in MB

HW5x12 skew right 60 deg, TFO right w/ (16) N54A nails

HW5x12 skew left 60 deg w/ (16) N54A nails

HW5x12 skew right 60 deg w/ (16) N54A nails

GLT5x12 skew left 45 deg w/ (16) N54A nails

GLT5x12 skew right 45 deg w/ (16) N54A nails

Typical Boardwalk: Simpson CC5-1/4 - 8 Column Cap w/ 2 each 3/4 in

MB through Post and 4 each 3/4 in MB through Stringer.

AT HORIZONTAL DIRECTION CHANGE: 2 each HL55 Heavy Angle w/ 4 each 5/8 in MB through Post and 4 each 5/8 in MB through Stringer

AT HORIZONTAL DIRECTION CHANGE: Connect Stringer ends w/ FA8

Foundation Angle w/ 2 each 1/2 in Lag Bolts into one Stringer and 7 each

10d x 1-1/2 in nails into other Stringer

AT VERTICAL ANGLE: FA6 Foundation Angle w/ 2 each 1/2 in lag bolts into Stringer and 7 each 10d x 1/2 in nails into Post

2 x 6 CAP. Attach w/ #10 Deck Screws. 2 per Rail Post and 18 in c/c along Rail.

2 x 6 RAILS. Bolt to Rail Post w/ 3/8 in Carriage Bolts. 1 per Post and

Rail end.

1 x 6 PICKET. Attach to Rails w/ galv. deck screws. 2 per Picket end.

3 x 12 DECKING (rough cut). Attach to Stringers w/ 60d nails. 2 per

Stringer connection. Leave 1/4 inch space between planks.

4 x 6 RAIL POST. Bolt to Stringer w/ 1/2 in Carriage Bolts. 2 per Post.

Also use 1 Post Bracket per post where required. See RAIL POST

BRACKET detail, Sheet 14.

2 x 8 BRIDGING. Install between Stringers at three locations w/ Simpson

HU28 Joist Hangers. Attach w/ 4 each 10d x 1-1/2 Nails.

8 x 8 POST. Anchor to Concrete Footing w/ Simpson CB88 Column Base w/ 2 each 3/4 in MB through Post.

2 x 6 BRACING (CROSS AND LATERAL) - Attach to Post w/ 1/2 in

Carriage Bolts. 2 per end. Secure Lateral Bracing at center w/ 1/2 in

Carriage Bolt.

CONCRETE FOOTING - 18 in x 18 in x 12 in thick w/ 2 pieces of #4 rebar each direction

Use cut washers at all 3/8 in and smaller bolt heads and nuts in contact with timber surfaces. Washers are not required under Carriage Bolt heads or steel/timber contact surfaces. For bolts 1/2 in and larger use malleable iron (MI) washers.

South End Viewing Platform

Sheet 9

Turnout Viewing Platform

Sheet 10

Blue Lagoon Viewing Platform

Sheet 8

** CONNECTION LETTERS refer to deck plan drawings on the following sheets:

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/4/

:1 9 E

W G;

R10

ALASKA REGION

GAOA Fish Crk Wildlife Observation Site &

Titan Trl Maint:

Boardwalk Const

TONGASS NATIONAL

FOREST

KETCHIKAN MISTY RANGER

DISTRICT

CONNECTORS

November 4, 2021

CONNECTORS

TNF

E CLAY

TNF ENG

G-06

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CONNECTION

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SIMPSON CATALOG NUMBER

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%%UGENERAL CONNECTIONS

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%%UBOARDWALK

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%%UPOST TO STRINGER CONNECTIONS

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LETTER **

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6 ft (Dike Boardwalk)

5-1/8 x 12

TYPICAL 8 x 8 POSTS TO BE REPLACED

18 x 18 x 12 in

Concrete Footing

4 ft i n i n i n

TYPICAL BOARDWALK

CROSS SECTION CROSS SECTION

BEAR CROSSING AREA

2 x 6 Cross Bracing

2 x 6 Lateral Bracing

2 x Blocking glulam Stringer

5 ft (Parking Access Boardwalk)

3 in i n

ELEVATION

18 in

Simpson CB88

Column Base

#4 rebar

Concrete Footing

Simpson CB88

Column Base

#4 rebar at center of thickness

8 x 8 Post

CONCRETE FOOTING

DIKE BOARDWALK: Alternate Lateral

Bracing on uphill and downhill sides of adjacent spans.

PARKING ACCESS BOARDWALK: Lateral

Bracing on uphill AND downhill sides of every other span.

5 ft (Emergency Escape Boardwalk)

R a i l i n g t o b e c e d a r

P o s t s c r o s s b r a c i n g a n d d e c k i n g o b p r e s s u r r e a t e d

Crushed Aggregate

6 in i n

(C-1) levelling course m i n b e l o w e x i s t i n g g r a d e

5-1/8 x 12 glulam Stringer

NOT TO SCALE

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/4/

:1 9 E

W G;

R10

ALASKA REGION

GAOA Fish Crk Wildlife Observation Site &

Titan Trl Maint:

Boardwalk Const

TONGASS NATIONAL

FOREST

KETCHIKAN MISTY RANGER

DISTRICT

BOARDWALK DETAILS

November 4, 2021

BOARDWALK DETAILS

TNF

E CLAY

TNF ENG

G-07

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2 x 8 Bridging

5-1/8 x 12 glulam Stringer

18 x 18 x 12

Concrete Footing

TYPICAL 8 x 8 POSTS TO BE REPLACED

2 x 8 Bridging

TYPICAL 8 x 8 POSTS TO BE REPLACED

BLUE LAGOON VIEWING PLATFORM

5-1/8 x 12 outside glulam Stringer

10 ft (typ)

Post Spacing10 ft f t

10 ft this span

No Lateral Bracing

10 ft

60 ft this span

No Lateral Bracing

Attached to Stringers w/ Simpson

5-1/8 x 12 Glulam Stringer

PLAN

HU28 Joist Hangers

TYPICAL 8 x 8 POSTS TO BE REPLACED

2 x 8 Bridging

BLUE LAGOON VIEWING PLATFORM

f t f t

Lateral Bracing this span

No Lateral Bracing this span

5-1/8 x 12 glulam for Post to Stringer

See Sheet 6 connections f t

Nailer for Rail Posts

PROFILE

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/4/

:1 9 E

W G;

R10

ALASKA REGION

GAOA Fish Crk Wildlife Observation Site &

Titan Trl Maint:

Boardwalk Const

TONGASS NATIONAL

FOREST

KETCHIKAN MISTY RANGER

DISTRICT

BLUE LAGOON

VIEWING PLATFORM

November 4, 2021

BLUE LAGOON VIEWING PLATFORM

TNF

E CLAY

TNF ENG

G-08

AutoCAD SHX Text Surface of Fish Creek

AutoCAD SHX Text 250 ft

AutoCAD SHX Text 240 ft

AutoCAD SHX Text Top of Dike Road

AutoCAD SHX Text 260 ft

AutoCAD SHX Text 255 ft

AutoCAD SHX Text 245 ft

AutoCAD SHX Text 235 ft

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text D

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text B

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text B

AutoCAD SHX Text F,H

AutoCAD SHX Text 2 each H

AutoCAD SHX Text F, 2 each G

AutoCAD SHX Text D

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

7 ft6 ft 7 ft 6 ft

TYPICAL 8 x 8 POSTS TO BE REPLACED

Level

5 ft 10 ft

16% Grade 8% Grade

10 ft

8% Grade

10 ft 4 in

PLAN

SOUTH END VIEWING PLATFORM

FOR POST TO STRINGER

SEE SHEET 6

CONNECTIONS

TYPICAL 8 x 8 POSTS TO BE REPLACED

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/4/

:1 9 E

W G;

R10

ALASKA REGION

GAOA Fish Crk Wildlife Observation Site &

Titan Trl Maint:

Boardwalk Const

TONGASS NATIONAL

FOREST

KETCHIKAN MISTY RANGER

DISTRICT

SOUTH END VIEWING

PLATFORM

November 4, 2021

SOUTH END VIEWING PLATFORM

TNF

E CLAY

TNF ENG

G-09

AutoCAD SHX Text 2 each H, I

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text C,M

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text 45 deg

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text C,L

AutoCAD SHX Text C,M

AutoCAD SHX Text C

AutoCAD SHX Text 45 deg

AutoCAD SHX Text C,O

AutoCAD SHX Text B

AutoCAD SHX Text 2 each H, I, L

AutoCAD SHX Text 11 ft 2 in

AutoCAD SHX Text 16% Grade

AutoCAD SHX Text Level

AutoCAD SHX Text 5 ft

AutoCAD SHX Text 16% Grade

AutoCAD SHX Text 10 ft

AutoCAD SHX Text Level

AutoCAD SHX Text 5 ft

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text 1-H 2-I

AutoCAD SHX Text 30 deg

AutoCAD SHX Text 1-H 2-I

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

6 ft

7 ft 6 in

6 ft

7 ft 6 in

10 ft

10 ft f t f t

2 x 8 Bridging

Attach to Stringers w/ HU28 Joist Hangers

TYPICAL 8 x 8 POSTS TO BE REPLACED f t f t f t

PLAN

TURNOUT VIEWING PLATFORM

5-1/8 x 12

Glulam Stringer

FOR POST TO STRINGER

CONNECTIONS

SEE SHEET 6

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/4/

:1 9 E

W G;

R10

ALASKA REGION

GAOA Fish Crk Wildlife Observation Site &

Titan Trl Maint:

Boardwalk Const

TONGASS NATIONAL

FOREST

KETCHIKAN MISTY RANGER

DISTRICT

SOUTH END VIEWING

PLATFORM

November 4, 2021

SOUTH END VIEWING PLATFORM

TNF

E CLAY

TNF ENG

G-10

AutoCAD SHX Text 2 each H, I, L

AutoCAD SHX Text 1-H 2-I

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text 45 deg

AutoCAD SHX Text C

AutoCAD SHX Text 1-H 2-I

AutoCAD SHX Text C

AutoCAD SHX Text 1-H 2-I

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text E,J

AutoCAD SHX Text 45 deg

AutoCAD SHX Text O

AutoCAD SHX Text 1-H 2-I

AutoCAD SHX Text E,K

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text 6 ft

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text 30 deg

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

Sheets and Views

KMRD 2021 Fish Creek Drawings-COVERSHEET

KMRD 2021 Fish Creek Drawings-SCHEDULE & NOTES

KMRD 2021 Fish Creek Drawings-PROJECT MAP

KMRD 2021 Fish Creek Drawings-SINKHOLE REPAIR

KMRD 2021 Fish Creek Drawings-TYPICAL BOARDWALK

KMRD 2021 Fish Creek Drawings-CONNECTORS

KMRD 2021 Fish Creek Drawings-BOARDWALK DETAILS

KMRD 2021 Fish Creek Drawings-BLUE LAGOON VIEWING PLATFORM

KMRD 2021 Fish Creek Drawings-SOUTH END VIEWING PLATFORM

KMRD 2021 Fish Creek Drawings-TURN OUT VIEWING PLATFORM

	2021-12-09T14:00:05-0900
LEONARD JOB

	2021-12-10T08:52:55-0900
M. Earl Stewart

File details come from the government source that posted it. Updated Apr 1, 2022.