Attachment 5 - Plans.pdf

FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

ELIJAH RUN FISHING PIER REPAIRS

FROM WARREN, PA, GO EAST ON US HIGHWAY 6. TURN LEFT ON PA-59 E/KINZUA RD AND GO 9.8 MILES.

TURN RIGHT ONTO FOREST RD 262/LONGHOUSE SECENIC DRIVE.AND GO 4.4 MILES. TURN LEFT INTO

THE ELIJAH RUN BOAT LAUNCH PARKING AREA. PARK AND HIKE 600 FT NW ALONG THE LAKESHORE

TRAIL TO THE PIER. 41.820541, -78.948471.

RECOMMENDED BY:

APPROVED:

RECREATION PROGRAM MANAGER

DISTRICT RANGER

DATE

DATE

DATE

7/2 5/2

4 1 0:

JR

YP

KA

C :\U

SE

RS

\JR

YP

KA

\B

OX

\R

E

NG

P

RO

JE

CT

S\

R0 9 A

NF

\D

EV

EL

OP

ED

R

EC

RE

AT

IO

N\

E

LI

JA

H

FI

SH

IN

G

PI

ER

\R

EP

AI

R

DE

SI

GN

\R

EP

AI

R

PL

AN

S.

DW

G;

PENNSYLVANIA

MCKEAN COUNTY

R9 EASTERN REGION

ALLEGHENY NATIONAL FOREST

BRADFORD RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET 5/13/2024

C-01 GENERAL NOTES 5/13/2024

C-02 TRUSS DECK AND REPAIR 5/13/2024

C-03 CROSS BRACING REPAIR 5/13/2024

FOREST ENGINEER

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/2 5/2

4 1 0:

J

RY

PK

A C:

\U

SE

RS

\JR

YP

KA

\B

OX

\R

E

NG

P

RO

JE

CT

S\ R0

9 A

NF

\D

EV

EL

OP

ED

R

EC

RE

AT

IO

N\

E

LI

JA

H

FI

SH

IN

G

PI

ER

\R

EP

AI

R

DE

SI

GN

\R

EP

AI

R

PL

AN

S.

DW

G;

R09

EASTERN REGION

ELIJAH RUN

FISHING PIER

REPAIRS

ALLEGHENY NATIONAL

FOREST

BRADFORD RANGER DISTRICT

GENERAL NOTES

05/13/2024

J RYPKA

J RYPKA

R KLASEN

C-01 2 4

GENERAL NOTES:

THIS PROJECT CONSISTS OF REMOVAL AND REPLACEMENT OF EXISTING TRUSS DECK, REPAIR OF TRUSS TOE PLATE, REPLACEMENT OF CROSS

BRACING FOR BOTH BENTS, INSTALLATION OF NEW ANCHOR BRACKETS FOR COLUMN ATTACHMENT TO FOOTING, REPAIR OF PLATFORM DECKING

AND RAIL, AND ANCILLARY WORK AS SHOWN ON THESE DRAWINGS OR REQUIRED BY THE SPECIFICATIONS.

THE CONTRACTOR SHALL FIELD VERIFY THE SITE CONDITIONS, TRUSS AND BENT CONDITIONS AND DIMENSIONS, AND VERIFY FIT AND CLEARANCE

PRIOR TO BEGINNING WORK. ANY CONDITIONS REQUIRING A MODIFICATION IN THE WORK SHALL BE REPORTED TO THE CONTRACTING OFFICER (CO)

AND CONTRACTING OFFICER'S REPRESENTATIVE (COR) WITHIN 24 HOURS OF DETERMINATION.

UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON

FEDERAL HIGHWAY PROJECTS FP-14 AND THE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS).

NO WORK SHALL BE PERFORMED ON WEEKENDS OR FEDERAL HOLIDAYS UNLESS APPROVED IN ADVANCE BY THE CO AND COR.

THE CONTRACTOR IS RESPONSIBLE FOR CALLING 811 FOR THE LOCATING OF UTILITIESS IN ACCORDANCE WITH LAW IF UTILITY LOCATE IS REQUIRED.

THE CONTRACTOR SHALL ALSO NOTIFY UTILITY OWNERS NOT PART OF THE DIG SAFE ALERT SYSTEM. IF UTILITY RELOCATION WORK IS REQUIRED, THE CONTRACTOR SHALL WORK WITH UTILITY COMPANIES TO PERFORM THE WORK AT NO COST TO THIS PROJECT.

WATER LEVEL IS SUBJECT TO CHANGE. NO ADDITIONAL COSTS TO THE GOVERNMENT SHALL BE INCURRED DUE TO VARYING WATER LEVELS.

THE CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE CO AND COR IMMEDIATELY IF HUMAN REMAINS ARE FOUND.

THE CONTRACTOR SHALL PLACE SIGNAGE AT THE TRAIL TERMINUS NEAR THE BOAT LAUNCH INDICATING TRAIL WORK AHEAD.

NO SPECIFIC EROSION CONTROL MEASURES HAVE BEEN DEVELOPED. SHOULD EROSION OR SEDIMENT CONTROLS BE NEEDED, THE CONTRACTOR IS

RESPONSIBLE FOR THEIR EROSION CONTROL PLAN AND PREVENTING LOSS OF SEDIMENT INTO THE WATER COURSE.

ALL EQUIPMENT SHALL BE CLEANED ACCORDING TO THE SPECIFICATIONS PRIOR TO USE. THE CONTRACTOR SHALL MAKE EQUIPMENT AVAILABLE TO

THE CONTRACTING OFFICER PRIOR TO ENTRANCE TO THE JOB SITE. THE CONTRACTOR SHALL ABIDE ALL CONDITIONS OF THEIR SPILL PREVENTION

PLAN AND APPLICABLE LAW.

CONTRACTOR SHALL REMOVAL ALL CONSTRUCTION MATERIAL FROM THE SITE UPON COMPLETION OF THE WORK.

CONSTRUCTION NOTES:

ALL PRACTICAL FRAMING, CUTTING, AND DRILLING SHALL BE DONE PRIOR TO TREATMENT WHERE POSSIBLE.

ALL TIMBER CUT OR DRILLED ON-SITE SHALL BE FIELD TREATED WITH COPPER NAPTHENATE.

ALL HOLES DRILLED IN THE FIELD WHERE SPIKES ARE TO BE USED SHALL BE 1/16" SMALLER THAN SPIKE SIZE.

ALL HOLES DRILLED IN THE FIELD WHERE BOLTS ARE TO BE USED SHALL BE 1/16" LARGER THAN BOLT SIZE.

ALL HOLES DRILLED FOR LAG BOLTS SHALL HAVE THE LEAD AND SHANK HOLES PRE-DRILLED BASED ON THE LAG BOLT SIZE.

ANY NUT OR MACHINE BOLT HEAD IN CONTACT WITH TIMBER SHALL HAVE ONE PLATE WASHER BETWEEN THE NUT AND TIMBER AND BETWEEN BOLT HEAD

AND TIMBER.

ANY NUT OR MACHINE BOLT HEAD IN CONTACT WITH STEEL SHALL HAVE ONE CUT WASHER BETWEEN NUT AND STEEL.

SET ALL THREADS WITH A PUNCH AFTER TIGHTENING.

CONTRACTOR TO SUBMIT SHOP DRAWINGS AND DETAILS FOR STRUCTURAL PLATE AND ANCHORING SYSTEM.

MATERIAL NOTES:

ALL TIMBER SHALL BE DOUGLAS FIR-LARCH AND SHALL BE GRADED PER WCLIB STANDARD GRADING RULES.

TIMBER PRESERVATION TREATMENT SHALL BE IN ACCORDANCE WITH CURRENT STATE AND/ OR AASHTO SPECIFICATIONS. ALL TIMBER SHALL BE

TREATED WITH COPPER NAPHTHENATE HYDROCARBON SOLVENT A, PER AWPA, UC4B (MINIMUM).

TRANSVERSE DECKING SHALL BE GRADE #1, S1S1E TO FINAL NOMINAL DIMENSION SHOWN ON THE PLANS.

ALL HARDWARE FOR BOLTED CONNECTIONS TO MEET ASTM A307 GRADE A, ANCHOR RODS TO MEET ASTM F1554 GRADE 36 (BLUE). ALL TO BE GALVANIZED

TO F2329 (A153).

STRUCTURAL STEEL PLATES SHALL BE GRADE A36 AND SHALL BE HOT DIPPED GALVANIZED AFTER WELDING TO ASTM A123. WEATHERING STEEL NOT

PERMITTED.

ESTIMATED QUANTITIES:

ESTIMATED PROJECT QUANTITIES

ITEM NUMBER DESCRIPTION UNITS

QUANTITY

15101 MOBILIZATION LS 1

55501 COLUMN ANCHORING LS 1

55704.1 TRUSS REPAIR AND DECK REPLACEMENT LS 1

55704.2 PLATFORM AND RAILING REPAIR LS 1

55704.3 CROSS BRACING REPLACEMENT LS 1

ADDITIONAL ITEMS:

PLATFORM AND RAILING REPAIR

REPLACE DECK BOARDS AS IDENTIFIED BY THE COR. NO MORE THAN 6 DECK BOARDS NEED REPLACEMENT.

REPLACE SPINDLES AS IDENTIFIED BY THE COR. NO MORE THAN 6 SPINDLES NEED REPLACEMENT.

REPLACEMENT MATERIAL SHALL BE OF SIMILAR TYPE AND APPEARANCE.

OTHER MINOR INCIDENTAL WORK

REPLACE TWO NUTS ON TRUSS BEARING PLATE ON SHORE-SIDE ABUTMENT. SET THREADS AFTER INSTALLATION. ENSURE SHORE END IS FREE TO EXPAND

AND CONTRACT. MATCH NUT MATERIAL TO ANCHOR BOLT MATERIAL.

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

AutoCAD SHX Text E

REMOVE AND

REPLACE PLANK

DECK

6.00'

FASTEN TOE PLATE

WITH SELF-DRILLING SCREWS

DRILL DRAIN HOLE

IN ALL TRUSS VERTICALS

65.00'

4' TYP

DRILLED DRAIN HOLE (TYP.)

SELF-DRILLING SCREWS.

SEE NOTE.

EXISTING TOE PLATE

DRILL

" DRAIN

HOLE IN EACH

TRUSS VERTICAL

REUSE EXISTING DECK

SUPPORT ANGLES

2"X10" DECK PLANK.

" BOLT

Ø

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/2 5/2

4 1 0:

J

RY

PK

A C:

\U

SE

RS

\JR

YP

KA

\B

OX

\R

E

NG

P

RO

JE

CT

S\ R0

9 A

NF

\D

EV

EL

OP

ED

R

EC

RE

AT

IO

N\

E

LI

JA

H

FI

SH

IN

G

PI

ER

\R

EP

AI

R

DE

SI

GN

\R

EP

AI

R

PL

AN

S.

DW

G;

R9

EASTERN REGION

ELIJAH RUN

FISHING PIER

REPAIRS

ALLEGHENY NATIONAL

FOREST

BRADFORD RANGER DISTRICT

TRUSS DECK AND

REPAIRS

05/13/2024

J RYPKA

J RYPKA

R KLASEN

C-02 3 4

TRUSS ELEVATIONTRUSS SECTION

DRAIN HOLE DETAIL

DETAIL VIEW

NTSNTS

NOTES:

· SELF-DRILLING SCREWS SHALL BE EITHER

" OR

#14 DIAMETER, A MINIMUM LENGTH OF 1

", AND

SHALL HAVE A #4 OR #5 DRILL POINT.

· SELF-DRILLING SCREWS SHALL BE IN ACCORDANCE

WITH ASTM A449 TYPE 1.

· SELF-DRILLING SCREWS SHALL ATTACH TOE PLATE

TO EACH VERTICAL TRUSS MEMBER. USE TWO

SCREWS AT TOE PLATE ENDS AND ONE SCREW AT

INTERMEDIATE VERTICALS.

· FIELD WELDING RATHER THAN SELF DRILLING

SCREWS CAN BE AN ALTERNATIVE FOR

REFASTENING THE TOE PLATE. COR MUST BE

ON-SITE DURING ALL WELDING. ALL WELDS MUST

BE GROUND SMOOTH AND EITHER GALVANIZED OR

PAINTED IN A METHOD ACCEPTABLE TO THE COR.

· TREAT DRILLED DRAIN HOLE AFTER DRILLING WITH

BRUSH ON GALVANIZING COMPOUND. MATERIAL TO

BE APPROVED BY COR.

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

REPLACE CROSS

BRACING.

1"Ø x 15" LONG

GALV BOLTS (TYP.)

SEE BRACE

BLOCK DETAIL

15'-9"

B

E N

T

B

E N

T

10'-2"

2"X8" BRACING

VARYING LENGTHS

SEE BRACE

BLOCK DETAIL

REPLACE CROSS

BRACING.

USE EXISTING

BOLT HOLES

8'

DRILL AND EPOXY ANCHOR

PER MFG RECOMMENDATION

" x 8" GALV

ANCHOR ROD

1" X 13" GALV

BOLT

" GALV STEEL

PLATE BRACKET

2'

DRILL AND EPOXY ANCHOR

PER MFG RECOMMENDATION

" x 8" GALV

ANCHOR ROD

1" X 13" GALV

BOLT

" GALV STEEL

PLATE BRACKET

2'

8"

8"

6"

2" 2"

Ø

Ø

3 4

4"

1/2" X 15" GALV

BOLT

6" X 6"

SPACER BLOCK

"X" CROSS BRACING

(EACH SIDE OF BENT)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/2 5/2

4 1 0:

J

RY

PK

A C:

\U

SE

RS

\JR

YP

KA

\B

OX

\R

E

NG

P

RO

JE

CT

S\ R0

9 A

NF

\D

EV

EL

OP

ED

R

EC

RE

AT

IO

N\

E

LI

JA

H

FI

SH

IN

G

PI

ER

\R

EP

AI

R

DE

SI

GN

\R

EP

AI

R

PL

AN

S.

DW

G;

R9

EASTERN REGION

ELIJAH RUN

FISHING PIER

REPAIRS

ALLEGHENY NATIONAL

FOREST

BRADFORD RANGER DISTRICT

CROSS BRACING REPAIR

05/13/2024

J RYPKA

J RYPKA

R KLASEN

C-03 4 4

BENT FRONT VIEW BENT SIDE VIEW BRACE BLOCK DETAIL

COLUMN CONNECTION

SIDE VIEW

COLUMN CONNECTION

FRONT VIEW

COLUMN BRACKET DETAIL

NOTES:

· REMOVE EXISTING ANCHOR BRACKET, CUT BOLT FLUSH WITH THE CONCRETE, AND

REPLACE WITH STEEL PLATE BRACKETS PER DETAILS.

· TWO BRACKETS PER POST, ONE ON EACH PLUMB FACE, FOR A TOTAL OF 8 BRACKETS.

· ANY SHIFTING OF THE PIER LEGS OR PIER SHALL BE COORDINATED WITH THE COR, IF

NEEDED.

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