Atch_3_Drawings.pdf

PDF 3 MB Posted Aug 8, 2018

Attached to: Construct Cane Gully Trail Bridge Federal contract opportunity
Solicitation number: 12467018R0110
Issued by: Department of Agriculture Forest Service R8-Southern Region

About this file

From the source

Atch 3 Drawings

View the file

Other files for this federal contract opportunity

Other files attached to Construct Cane Gully Trail Bridge, newest first.
File	Type	Posted
scan0007.pdf	PDF	Aug 23, 2018
SF30.pdf	PDF	Aug 8, 2018
Attachment_4_Experience_Questionnaire.docx	DOCX document	Aug 8, 2018
ATTACHMENT_5_DOL.pdf	PDF	Aug 8, 2018
Atch_2__Scope.doc	DOC document	Aug 8, 2018
Atch_1_Schedule_of_Items.docx	DOCX document	Aug 8, 2018
R0110.docx	DOCX document	Aug 8, 2018

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT LOCATION

PROJECT SITE

VICINITY MAP:

SHEET OF

United States Department of Agriculture Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET 6/27/2018

G-02 NOTES & SCHEDULE OF ITEMS 6/28/2018

C-01

EXISTING CONDITIONS AND SURVEY

CONTROL

6/XX/2018

C-02 PLAN & PROFILE 6/XX/2018

C-03

GEOSYNTHETIC REINFORCED SOIL

ABUTMENT STA 0+46.65

6/28/2018

C-04

GEOSYNTHETIC REINFORCED SOIL

ABUTMENT, STA 1+46.65

6/28/2018

C-05 TREATED TIMBER STAIR DETAILS 7/06/2018

C-06

TREATED TIMBER BACKWALL AND

BRACKET DETAILS

6/29/2018

C-07 TREATED TIMBER FACING DETAILS 6/28/2018

C-08

PRECAST CONCRETE SILL, EARTH

ANCHOR, AND TIMBER DETAILS

6/23/2018

C-09 STRAP & BEARING PAD DETAILS 6/23/2018

S-01

GENERAL NOTES FOR PREABRICATED

FRP TRAIL BRIDGE

6/23/2018

S-02 PREFABRICATED FRP TRAIL BRIDGE 6/23/2018

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

RHE STAFF OFFICER DATE

DATE

DIRECTOR OF ENGINEERING

DATE

DISTRICT RANGER DATE

7/1 0/1

8 1 5:

C :\U

8\2

7 F

R8 - SOUTHERN REGION

FRANCIS MARION & SUMTER NATIONAL FOREST

CHARLESTON COUNTY

SOUTH CAROLINA

CANE GULLY TRAIL BRIDGE

FROM THE FRANCIS MARION RANGER DISTRICT

OFFICE, TRAVEL NORTHWEST 3.0 MILES ON STEED

CREEK ROAD. CONTINUE STRAIGHT ONTO SC-402 W

FOR AN ADDITIONAL 12.7 MILES. TURN RIGHT ONTO

CANE GULLY ROAD FOR 3.0 MILES. TURN RIGHT

ONTO CALLUM ROAD FOR 1.0 MILES TO THE NORTH

TRAIL HEAD OF THE PALMETTO TRAIL - SWAMP FOX

PASSAGE. PROCEED SOUTH ON THE TRAIL FOR 0.18

MILES TO THE BRIDGE SITE.

FRANCIS MARION DISTRICT OFFICE

2967 STEED CREEK ROAD

HUGER, SC 29450

CANE GULLY TRAIL BRIDGE

COORDINATES:

33° 12' 51" N, 79° 53' 39" W

FOREST SUPERVISOR DATE

ITEM 91104: TIE THE APPROACHES TO EXISTING GRADES ON BOTH SIDES OF THE BRIDGE AS SHOWN ON THE PLANS. ADJUST THE MOISTURE

CONTENT OF THE MATERIAL TO A MOISTURE CONTENT SUITABLE FOR COMPACTION. COMPACT EACH LAYER TO A MAXIMUM THICKNESS OF

6" WITH A MINIMUM OF THREE PASSES OR UNTIL VISUAL DISPLACEMENT CEASES USING A MECHANICAL TAMPER (WACKER-PACKER OR

APPROVED EQUAL). PLACEMENT OF THE IMPORTED BORROW IS INCLUDED IN THE PAY ITEM.

ALL BORROW IS TO BE IMPORTED FROM COMMERCIAL SOURCES. THE BORROW PAY ITEM DOES NOT INCLUDE MATERIAL USED TO BACKFILL

THE GEOSYNTHETIC REINFORCED SOIL ABUTMENT IN ITEM 96701.

ITEM 91124: WORK INCLUDES EXCAVATION AND EMBANKMENT CONSTRUCTION FOR THE TRAIL BRIDGE, GEOSYNTHETIC REINFORCED SOIL

ABUTMENT, AND BRIDGE APPROACHES. PLACE EXCESS EXCAVATION MATERIAL ON SITE AS DIRECTED BY C.O.R. COMPACT GROUND PER

ITEM 91104.

ITEM 91203: WORK INCLUDES CLEARING AND GRUBBING NECESSARY FOR THE CONSTRUCTION OF THE BRIDGE. ANY TREES THAT NEED TO

BE REMOVED SHALL BE DISPOSED OF ON SITE AS DESIGNATED BY THE CO. IF TREES ARE TO BE CUT BETWEEN APRIL 1 AND NOVEMBER 14, CONTRACTOR MUST NOTIFY THE CO 7 DAYS IN ADVANCE OF CUTTING.

ITEM 91306: AGGREGATE GRADING H (

" CRUSHED ROCK, AS DEFINED IN SPECIAL PROJECT SPECIFICATION 991), IS USED FOR THE TRAIL

SURFACING. COMPACTION METHOD PER ITEM 91104 SHALL BE USED FOR TRAIL SURFACING. AGGREGATE SOURCE IS AN UNDESIGNATED

COMMERCIAL SOURCE.

ITEM 93603: WORK INCLUDES FURNISHING OF ALL MATERIALS, FABRICATION, DELIVERY, ASSEMBLY, AND INSTALLATION OF A TREATED

TIMBER STAIRWAY. ITEM INCLUDES THE CONCRETE LANDING SLAB, CONCRETE FOOTINGS, WOOD STAIRS, AND RAILING.

ITEM 96502: WORK INCLUDES FURNISHING OF ALL MATERIALS, FABRICATION, DELIVERY, ASSEMBLY, AND INSTALLATION OF PRECAST

ONCRETE MUDSILLS AND EARTH ANCHOR SYSTEMS IN THEIR ENTIRETY PER FOREST SERVICE DESIGN CRITERIA LISTED IN THE PLANS AND

PER MANUFACTURER'S PLANS.

ESTIMATE OF QUANTITIES

ITEM NO. DESCRIPTION QUANTITY PAY UNIT

90701 MOBILIZATION 1 LUMP SUM

91104 BORROW 50 CUBIC YARD

91124 EXCAVATION 30 CUBIC YARD

91203

CLEARING AND GRUBBING, DISPOSAL

METHOD SCATTERING

1 LUMP SUM

91306

AGGREGATE BASE, GRADING H

5 CUBIC YARD

93603

STAIRWAY, TREATED TIMBER

1 LUMP SUM

96502 TRAIL BRIDGE SUBSTRUCTURE 1 LUMP SUM

96701

GEOSYNTHETIC REINFORCED SOIL

ABUTMENT

1 LUMP SUM

96802

PREFABRICATED TRAIL BRIDGE

SUPERSTRUCTURE, FRP TRUSS, LENGTH 100'

1 LUMP SUM

CONSTRUCTION NOTES:

THE CONTRACTOR SHALL CONFINE ALL OPERATION AND ACTIVITIES TO WITHIN THE CLEARING LIMITS, OR TO WITHIN 15 FEET OF

DEMOLISHED OR CONSTRUCTED STRUCTURES AND TRAILS, UNLESS OTHERWISE SHOWN ON DRAWINGS, OR APPROVED IN WRITING BY THE

C.O.R.

PLACE EXCESS AND/OR UNSUITABLE EXCAVATION AT AN AREA DESIGNATED BY THE C.O.R.

IN THE EVENT THAT PREVIOUSLY UNDISCOVERED CULTURAL RESOURCES ARE ENCOUNTERED DURING THE COURSE OF THE PROJECT, ALL

GROUND-DISTURBING ACTIVITIES WILL BE HALTED UNTIL EVALUATED BY A GOVERNMENT ARCHAEOLOGIST. IF NECESSARY, THE PROJECT

MAY BE MODIFIED IN ORDER TO PROTECT RESOURCES BEFORE WORK CONTINUES.

USE CONTAINMENT PADS UNDER EQUIPMENT IF IT WILL BE STORED OVERNIGHT NEAR THE WORK SITE TO REDUCE POTENTIAL

CONTAMINATION.

IF THE CONTRACTOR PLANS TO OPERATE EQUIPMENT IN THE STREAM, THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY

PERMITS. NO PERMIT IS REQUIRED FOR TRAMMING EQUIPMENT ACROSS THE STREAM.

THE GOVERNMENT WILL ONLY PROVIDE INITIAL HORIZONTAL AND VERTICAL CONTROL POINTS AND ALL NECESSARY INFORMATION RELATING

TO COORDINATES, LINES, ELEVATIONS, SLOPES, AND GRADES WHICH ARE FOUND IN DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR

ADDITIONAL CONTROL NECESSARY TO COMPLETE THE WORK PER SECTION 908 OF THE SPECIFICATIONS.

NOTIFY THE C.O. OF ANY MISSING CONTROL POINTS PRIOR TO STAKING FOR THE AFFECTED WORK. CONTRACTOR SHALL REPLACE ALL

DESTROYED OR DISTURBED INITIAL REFERENCE OR CONTROL POINTS NECESSARY TO WORK.

ITEM 96701: WORK INCLUDES FURNISHING OF ALL MATERIALS, FABRICATION, DELIVERY, ASSEMBLY, AND INSTALLATION OF THE GEOSYNTHETIC

REINFORCED SOIL ABUTMENT IN ITS ENTIRETY PER THE PLANS. ITEM INCLUDES BOTH THE GRS ABUTMENT AND REINFORCED SOIL

FOUNDATION AS DETAILED ON SHEETS C-03 AND C-04.

BACKFILL MATERIAL FOR THE ABUTMENTS IS INCLUDED IN THE PAY ITEM. ESTIMATED QUANTITY OF BACKFILL FOR THE PAY ITEM IS 39 CY.

BACKFILL MATERIAL SHALL MEET THE REQUIREMENTS OF OPEN GRADED MATERIAL AS DEFINED IN SPECIAL PROJECT SPECIFICATION 991.10

ITEM 96802: WORK INCLUDES FURNISHING OF ALL MATERIALS, FABRICATION, DELIVERY, ASSEMBLY, AND INSTALLATION OF THE FRP BRIDGE

SUPERSTRUCTUE IN ITS ENTIRETY PER THE PLANS.

THE BRIDGE SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE

WITH THE FOLLOWING CRITERIA:

PEDESTRIAN LIVE LOAD = 85 PSF

EQUESTRIAN LOAD = 1,600 LBS

VEHICLE LOAD = 10,000 LBS

GROUND SNOW LOAD = 50 PSF

WIND LOAD = 25 PSF

BRIDGE LENGTH = 100' - 0" (END TO END)

SPAN = 98'-5" (BEARING TO BEARING)

CLEAR SPAN = 96' - 8" (FACE OF BLOCKS TO FACE

OF BLOCKS

CLEAR WIDTH = 5' - 6" (SEE TYPICAL SECTION)

MAIN STRUCTURE = FRP THROUGH TRUSS, SQUARE

END.

DECKING = NO 2 SOUTHERN PINE, TREATED

RUNNING PLANKS = NONE

CURBS AND BRIDGE RAILS = NO CURBS OR ADA HANDICAP

RAILS WILL BE USED.

STEEL HARDWARE FINISH = HOT DIPPED GALVANIZED

COLOR = GREEN

ERECTION PLAN = TEMPORAY BENTS ARE NOT

ALLOWED FOR ERECTION.

PROJECT DESIGN CRITERIA:

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/1 6/1

8 1 5:

C :\U

8\2

7 F

R08

SOUTHERN REGION

CANE GULLY TRAIL

BRIDGE INSTALLATION

FRANCIS MARION &

SUMTER NATIONAL

FORESTS

FRANCIS MARION RANGER

DISTRICT

NOTES & SCHEDULE

OF ITEMS

03/13/2018

FS090523_R102013_L1-002.dwg

T. LAURENT

P. LANE

G-02

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

AutoCAD SHX Text E

CONTROL POINT TABLE

POINT # NORTHING EASTING ELEVATION DESCRIPTION

218 503921.3439 2338037.5349 28.35

CONTROL POINT

219 503942.6086 2337984.5180 28.87

CONTROL POINT

221 504068.0535 2338037.5539 25.17

CONTROL POINT

393 504027.9589 2338015.0840 20.01

CONTROL POINT

EXISTING WEIR

TO REMAIN

I S

I N

CONTROL POINT 218

CONTROL POINT 219

CONTROL POINT 221

CONTROL POINT 393

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/1 8/1

8 0 9:

C :\U

8\2

7 F

L3 D\

R 8

SOUTHERN REGION

CANE GULLY

TRAILBRIDGE

INSTALLATION

FRANCIS MARION

AND SUMTER

NATIONAL FORESTS

FRANCIS MARION RANGER

DISTRICT

EXISTING CONDITIONS

AND SURVEY

CONTROL

06/27/2018

FS090523_R102013_L1-002.dwg

P. LANE

C-01

T. LAURENT

S. BINGHAM

T. LAURENT

S. BINGHAM

EDGE OF WATER

ON 3/28/2018

EDGE OF WATER

ON 3/28/2018

AutoCAD SHX Text

AutoCAD SHX Text 7.5'

AutoCAD SHX Text 15'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text 7.5'

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

E V

A T

I O

E E

E L

E V

A T

I O

E E

0+00 0+50 1+00 1+50 1+80

-0.16%

-0.35%

S T

E G

I N

S T

N D

E L

G R

A D

R E

G R

A D

R E

STA. 1+80

END TRAIL WORK

NEW PRESSURE TREATED

WOOD STAIRS WITH RAIL

AND CONCRETE FOOTINGS

7'1"Lx5'5"Wx5"T

CONCRETE PAD

GRADE NEW AGG. SURFACE

TRAIL TO MATCH TOP OF

CONCRETE PAD

ABUTMENT POINT TABLE

POINT # NORTHING EASTING ELEVATION DESCRIPTION

500 503968.3002' 2338038.6488' 25.00

BOT INSIDE WOOD FACE

501 503969.6162' 2338029.2403' 25.00

BOT INSIDE WOOD FACE

502 503961.1981' 2338028.0629' 25.00

BOT INSIDE WOOD FACE

503 503959.8821' 2338037.4713' 25.00

BOT INSIDE WOOD FACE

504 503964.5888' 2338028.7894' 29.12'

BOT OF CONCRETE ABUTMENT

505 503963.3420' 2338037.7029' 29.12'

BOT OF CONCRETE ABUTMENT

506 504057.4337' 2338051.1164' 23.92'

BOT INSIDE WOOD FACE

507 504065.8517' 2338052.2939' 23.92'

BOT INSIDE WOOD FACE

508 504058.7497' 2338041.7080' 23.92'

BOT INSIDE WOOD FACE

509 504067.1678' 2338042.8855' 23.92'

BOT INSIDE WOOD FACE

510 504063.7831' 2338042.6644' 28.96'

BOT OF CONCRETE ABUTMENT

511 504062.5363' 2338051.5779' 28.96'

BOT OF CONCRETE ABUTMENT

ESTIMATED ELEVATION 26.5'

Q100

STA. 0+09

START TRAIL WORK

MATCH EXISTING GRADE

EXISTING GROUND

TOP OF NEW

AGGREGATE SURFACE

TRAIL

CONSTRUCT TWO LAYERS OF

GEOTEXTILE WITH STRUCTURAL

FILL AT 6-INCH LIFTS

POINT (BOT INSIDE

WOOD FACE, TYP)

POINT (BOT OF CONCRETE

ABUTMENT, TYP)

NOTES:

1. INSTALL 6X6 TREATED TIMBERS ON FACE OF EARTH

WALL. TIMBERS SHALL BE LAID ON THEIR SIDES AND

NAILED TOGETHER. FABRIC FROM THE EARTH WALL

SHALL BE PLACED BETWEEN TIMBERS TO SECURE

TIMBERS TO WALL.

2. BACKFILL FOR FOUNDATION SHALL BE STRUCTURAL

BACKFILL . REMAINING FILL FOR TRAIL RAMPS UP TO

BRIDGE SHALL BE IMPORTED PIT RUN MATERIAL.

EMBANKMENT 45CY

FILL DAYLIGHT

PLAN

ELEVATION

SEC A-A

FILL W/ PITRUN

AT 2:1

6X6 PRESSURE TREATED

STACKED TIMBERS

BOTTOM OF NEW FOUNDATION

12"Hx20"Wx9'L

CONCRETE ABUTMENT

4X14 PRESS. TREATED

TIMBER BACKWALL

EXISTING GROUND

6'X3"THICK CRUSHED

AGG. SURFACE

6" THICK LIFTS FOR BOTTOM

TWO LAYERS, THEN 5.5" THICK

LIFTS TO BOTTOM OF CONCRETE ABUTMENT

NEW PRESSURE TREATED

WOOD STAIRS

STA. 1+80

END AGG. TRAIL

EDGE OF

NEW TRAIL

NEW CONCRETE

LANDING

2:1 FILL SLOPE

NEW 100'X6' FIBERGLASS

BRIDGE

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/1 8/1

8 0 9:

C :\U

8\2

7 F

L3 D\

R 8

SOUTHERN REGION

CANE GULLY TRAIL

BRIDGE INSTALLATION

FRANCIS MARION

AND SUMTER

NATIONAL FORESTS

FRANCIS MARION RANGER

DISTRICT

PLAN AND PROFILE

06/27/2018

FS090523_R102013_L1-002.dwg

P. LANE

C-02

T. LAURENT

S. BINGHAM

T. LAURENT

S. BINGHAM

EDGE OF WATER

ON 3/28/2018

INSTALL SIGN ("STAIRS") ON BRIDGE

IN ADVANCE OF STAIRS TO WARN

APPROACHING PEDESTRIAN OR

BICYCLIST

AutoCAD SHX Text

AutoCAD SHX Text 7.5'

AutoCAD SHX Text 15'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text 7.5'

AutoCAD SHX Text

SCALE: 1' = 15'

AutoCAD SHX Text

SCALE: 1" = 15'

AutoCAD SHX Text

SCALE: 1' = 10'

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

NOTES:

SPECIFICATIONS: MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE

WITH THE FOREST SERVICE STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF

TRAILS, 2014 EDITION.

HARDWARE AND STRUCTURAL STEEL: SEE NOTES & SCHEDULE OF ITEMS, SHEET G-02 FOR PROJECT

DESIGN CRITERIA AND GENERAL NOTES.

TIMBER FACING: SEE SHEET C-06, TREATED TIMBER FACING DETAILS,FOR ASSEMBLY DETAIL. SEE

SHEET C-07, PRECAST CONCRETE SILL, EARTH ANCHOR, AND DETAILS, FOR TIMBER COMPONENT

DIMENSIONS.

GEOTEXTILE: GEOTEXTILE SHALL MEET THE REQUIREMENTS OF SPECIAL PROJECT SPECIFICATION

994.01 (c)

EXCAVATE TO THE DEPTH OF ABUTMENT, SMOOTH AND COMPACT THE GROUND AT AN OPTIMUM

MOISTURE CONTENT WITH A VIBRATORY COMPACTOR. OPERATE COMPACTION EQUIPMENT OVER THE

FULL WIDTH OF THE FOUNDATION UNTIL VISIBLE DEFORMATION OF THE GROUND CEASES. FOUNDATION

SHALL BE LEVEL.

ANCHOR THE SYSTEM PER MANUFACTURER'S RECOMMENDATIONS.

BACKFILL THE REINFORCED SOIL FOUNDATION AND GRS ABUTMENT WITH AGGREGATE MEETING THE

REQUIREMENTS OF SPECIAL PROJECT SPECIFICATION 991.10 BACKFILL MATERIAL FOR GEOSYNTHETIC

REINFORCED SOIL ABUTMENT.

PLACE THE MATERIAL IN LIFTS THAT WILL COMPACT TO A DEPTH OF 6 INCHES FOR THE REINFORCED

SOIL FOUNDATION. USE VIBRATORY PLATE OR HAND ROLLER METHODS TO COMPACT THE SOIL.

PLACE THE MATERIAL IN LIFTS THAT WILL COMPACT TO A DEPTH OF 5.5" (THE DEPTH OF THE FACE

TIMBERS) FOR THE GRS ABUTMENT LAYERS. USE VIBRATORY PLATE OR HAND ROLLER METHODS TO

COMPACT THE SOIL.TRAIL BRIDGE SUBSTRUCTURE PLAN STA 0+46.65

NOT TO SCALE

12"

9'-5"

NOT TO SCALE

12'-5"

10'-5"

11'-5"

12"

3/4"x8-1/2" BRIDGE WEDGE

ANCHOR BOLT. (TYP. FOR Mk IV

BEARING PAD) (RED HEAD

WS-3484G OR APPROVED

EQUAL)

WEIR FACE ELEVATION

MK VI FACE TIMBER MK VIII

TIMBERS BETWEEN MK V

TIMBERS. SEE SHEET C-07

FOR DETAILS

REINFORCED SOIL FOUNDATION 12'-5"x11'-5"x 6"

BASE LAYERS WRAPPED IN GEOTEXTILE FABRIC.

3 LAYERS OF FABRIC REQUIRED

SEE NOTES SHEET G-02, AND THIS SHEET.

MK IX FACE TIMBER

MK VII FACE

TIMBER

GRS ABUTMENT (LAYERS WITH TIMBER

FACING)10'-5" X 9'-5" GEOTEXTILE (TYP.)

EDGES OF GEOTEXTILE SANDWICHED

BETWEEN FACING TIMBERS. GEOTEXTILE

EXTENDSTO OUTSIDE FACE OF TIMBERS. 8

LAYERS OF FABRIC REQUIRED. SEE NOTES

SHEET G-02 AND THIS PAGE

TIE DOWN ROD ASSEMBLY WITH FORESIGHT

PRODUCTS MANTA-RAY MR-88 EARTH ANCHOR

OR APPROVED EQUAL. 10'-6" RODS REQUIRED.

3/4"x5-1/2" WEDGE

ANCHOR BOLT. (TYP.)

(RED HEAD WS-3454G

OR APPROVED EQUAL)

MK I PRECAST CONCRETE

TRAIL BRIDGE SUPPORT SEE

SHEET C-07 FOR DETAILS

C-CHANNEL

STRAP (TYP.)

PLACE GEOTEXTILE FABRIC ON SOIL. WRAP OVER SIDES, ENCAPSULATING

THE LAYER, AFTER PLACING AND COMPACTING SUITABLE FILL MATERIAL

NOT TO SCALE

SECTION A-A'WEIR SIDE

DIKE SIDE

MK IX FACE TIMBER

MK VII FACE TIMBER

MK IX FACE TIMBER

MK VII FACE TIMBER

MK IX FACE TIMBER

MK VII FACE TIMBER

MK IX FACE TIMBER

MK VII FACE TIMBER

MK IX FACE TIMBER

17" 24-3/8"

24-3/8" 17"

1/2"X4-1/2" BEARING PAD WEDGE

ANCHOR BOLT. (TYP. Mk V

BEARING PAD) (RED HEAD

WS1242G OR APPROVED EQUAL.

MK IV BEARING PAD

MK V BEARING PAD

Mk V BEARING PAD

5' MINIMUM

5'-1 1/2"

1'-0"

TRAIL BRIDGE BACKWALL ASSEMBLY

CONSISTING OF MK X TIMBER AND ANGLE

SUPPORT. SEE SHEET C-06 FOR DETAILS

DECK ELEVATION = 31.0 FT

APPROACH NOT SHOWN FOR

CLARITY, SEE SHEET C-02, PLAN

AND PROFILE

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/1 7/1

8 0 7:

C :\U

8\2

7 F

R08

SOUTHERN REGION

CANE GULLY TRAIL

BRIDGE INSTALLATION

FRANCIS MARION &

SUMTER NATIONAL

FORESTS

FRANCIS MARION RANGER

DISTRICT

GRS ABUTMENT

STA0+46.65

06/28/2018

FS090523_R102013_L1-002.dwg

T. LAURENT

P. LANE

C-03

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

NOTES:

SPECIFICATIONS: MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE

WITH THE FOREST SERVICE STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF

TRAILS, 2014 EDITION.

HARDWARE AND STRUCTURAL STEEL: SEE NOTES & SCHEDULE OF ITEMS, SHEET G-02 FOR PROJECT

DESIGN CRITERIA AND GENERAL NOTES.

TIMBER FACING: SEE SHEET C-06, TREATED TIMBER FACING DETAILS,FOR ASSEMBLY DETAIL. SEE

SHEET C-07, PRECAST CONCRETE SILL, EARTH ANCHOR, AND DETAILS, FOR TIMBER COMPONENT

DIMENSIONS.

GEOTEXTILE: GEOTEXTILE SHALL MEET THE REQUIREMENTS OF SPECIAL PROJECT SPECIFICATION

994.01 (c)

EXCAVATE TO THE DEPTH OF ABUTMENT, SMOOTH AND COMPACT THE GROUND AT AN OPTIMUM

MOISTURE CONTENT WITH A VIBRATORY COMPACTOR. OPERATE COMPACTION EQUIPMENT OVER THE

FULL WIDTH OF THE FOUNDATION UNTIL VISIBLE DEFORMATION OF THE GROUND CEASES. FOUNDATION

SHALL BE LEVEL.

ANCHOR THE SYSTEM PER MANUFACTURER'S RECOMMENDATIONS.

BACKFILL THE REINFORCED SOIL FOUNDATION AND GRS ABUTMENT WITH AGGREGATE MEETING THE

REQUIREMENTS OF SPECIAL PROJECT SPECIFICATION 991.10 BACKFILL MATERIAL FOR GEOSYNTHETIC

REINFORCED SOIL ABUTMENT.

PLACE THE MATERIAL IN LIFTS THAT WILL COMPACT TO A DEPTH OF 6 INCHES FOR THE REINFORCED

SOIL FOUNDATION. USE VIBRATORY PLATE OR HAND ROLLER METHODS TO COMPACT THE SOIL.

PLACE THE MATERIAL IN LIFTS THAT WILL COMPACT TO A DEPTH OF 5.5" (THE DEPTH OF THE FACE

TIMBERS) FOR THE GRS ABUTMENT LAYERS. USE VIBRATORY PLATE OR HAND ROLLER METHODS TO

COMPACT THE SOIL.TRAIL BRIDGE SUBSTRUCTURE PLAN STA 1+46.65

NOT TO SCALE

12"

9'-5"

NOT TO SCALE

12'-5"

10'-5"

11'-5"

12"

3/4"x8-1/2" BRIDGE WEDGE

ANCHOR BOLT. (TYP. FOR Mk IV

BEARING PAD) (RED HEAD

WS-3484G OR APPROVED

EQUAL)

WEIR FACE ELEVATION

MK VI FACE TIMBER MK VIII

TIMBERS BETWEEN MK V

TIMBERS. SEE SHEET C-07

FOR DETAILS

REINFORCED SOIL FOUNDATION

12'-5"x11'-5"x 6" BASE LAYERS

WRAPPED IN GEOTEXTILE FABRIC.

3 LAYERS OF FABRIC REQUIRED

SEE NOTES SHEET G-02, AND THIS

SHEET.

MK IX FACE TIMBER

MK VII FACE

TIMBER

GRS ABUTMENT (LAYERS WITH TIMBER

FACING)10'-5" X 9'-5" GEOTEXTILE (TYP.) EDGES

OF GEOTEXTILE SANDWICHED BETWEEN

FACING TIMBERS. GEOTEXTILE EXTENDSTO

OUTSIDE FACE OF TIMBERS. 10 LAYERS OF

FABRIC REQUIRED. SEE NOTES SHEET G-02

AND THIS PAGE

TIE DOWN ROD ASSEMBLY WITH FORESIGHT

PRODUCTS MANTA-RAY MR-88 EARTH ANCHOR

OR APPROVED EQUAL. 10'-6" RODS REQUIRED.

3/4"x5-1/2" WEDGE

ANCHOR BOLT. (TYP.)

(RED HEAD WS-3454G

OR APPROVED EQUAL)

MK I PRECAST CONCRETE

TRAIL BRIDGE SUPPORT SEE

SHEET C-07 FOR DETAILS

C-CHANNEL STRAP (TYP.)

PLACE GEOTEXTILE FABRIC ON SOIL. WRAP

OVER SIDES, ENCAPSULATING THE LAYER,

AFTER PLACING AND COMPACTING SUITABLE

FILL MATERIAL

MK IX FACE TIMBER

MK VII FACE TIMBER

NOT TO SCALE

SECTION C-C'

WEIR SIDE

DIKE SIDE

MK IX FACE TIMBER

MK VII FACE TIMBER

MK IX FACE TIMBER

MK VII FACE TIMBER

MK IX FACE TIMBER

MK VII FACE TIMBER

MK IX FACE TIMBER

MK VII FACE TIMBER

MK IX FACE TIMBER

17" 24-3/8"

24-3/8" 17"

1/2"X4-1/2" BEARING PAD WEDGE

ANCHOR BOLT. (TYP. Mk V

BEARING PAD) (RED HEAD

WS1242G OR APPROVED EQUAL.

MK IV BEARING PAD

MK V BEARING PAD

Mk V BEARING PAD

5' MINIMUM

6'-0 1/2"

1'-0"

TRAIL BRIDGE BACKWALL ASSEMBLY

CONSISTING OF MK X TIMBER AND ANGLE

SUPPORT. SEE SHEET C-06 FOR DETAILS

DECK ELEVATION = 30.9 FT.

TREATED TIMBER STAIRWAY NOT SHOWN

FOR CLARITY, SEE SHEET C-05, TREATED

TIMBER STAIRWAY, STA 1+46.65

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/1 7/1

8 0 7:

C :\U

8\2

7 F

R08

SOUTHERN REGION

CANE GULLY TRAIL

BRIDGE INSTALLATION

FRANCIS MARION &

SUMTER NATIONAL

FORESTS

FRANCIS MARION RANGER

DISTRICT

GRS ABUTMENT

STA 1+46.56

06/28/2018

FS090523_R102013_L1-002.dwg

T. LAURENT

P. LANE

C-04

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

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/1 6/1

8 1 5:

C :\U

8\2

7 F

L3 D\

C0 5_

W G;

SOUTHERN REGION

CANE GULLY

TRAIL BRIDGE

INSTALLATION

FRANCIS MARION

AND SUMTER

NATIONAL FORESTS

FRANCIS MARION RANGER

DISTRICT

TREATED TIMBER

STAIR DETAILS

07/06/2018

FS090523_R102013_L1-002.dwg

S.BINGHAM

P.LANE

C-05

12"Ø

CONCRETE

FOOTING

SIMPSON CBS66

COLUMN BASE

12"Øx24" CONCRETE

FOOTING

2X2 BALUSTERS

@5" OC

2X8 TOP RAIL

2X6 CAP

2X8 RAIL

6X6 POST W/ 2X12 HEADER TO

SUPPORT STRINGERS MID-SPAN

AND 2X6 CROSS BRACING

SIMPSON LSCZ HANGER FOR

EACH STAIR STRINGER

ATTACH TO HEADER

2X12

STRINGER'S

SISTERED

6X6 POST WITH SIMPSON

CBS66 COLUMN BASE

4X4 POST ATTACHED

TO 6X6 TO FILL GAP.

ATTACH WITH GALVANIZED

" LAG SCREWS (4)

5" CONCRETE SLAB, PLACE WWF 6X6

W2.9 X W2.9 AT MID DEPTH OF SLAB

4" CRUSHED AGG. BASE

6X6 POST FOR

SUPPORT AND

RAILING

6X6 POST FOR

RAILING

6X6 POST

FOR

RAILING

4X4 POST

2X2 BALUSTERS

2X12 STRINGERS

(8) REQUIRED

4X14 BACKWALL

2X12 HEADER

ATTACHED TO

6X6 WALL W/

" LAG SCREWS

6X6 POST BOLTED TO 4X14 BACKWALL

2X12 SUPPORT HEADER

2X8 TREADS

(8) 2X12 STRINGERS

2X8 TREATED PLATE

" DIAMETER ANCHOR

BOLT (2 PER SECTION)

LEAVE

" GAP

" OVERHANG

2X8 RAIL

2X6 CAP

6X6 POST

2X2 BALUSTER'S

@5" OC

"Ø GSP PAINTED

HAND RAIL, ATTACH TO EACH

6X6 POST WITH GSP FLOOR/CELING FLANGE,

THREADED NIPPLE AND TEE/ELBOWS. EXTEND

1 FOOT BEYOND END OF TREAD ON BOTTOM

END

NOTES:

1. ALL WOOD SHALL BE PRESSURE TREATED NO. 2 SOUTHERN PINE OR BETTER. SEE SHEET S-01 FOR

ACCEPTABLE TIMBER AND TREATMENTS.

2. ALL BOLTS, HANGERS, NAILS, CONNECTIONS, ETC. SHALL BE HOT DIP GALVANIZED.

3. ALL FIELD CUT WOOD ENDS SHALL BE TREATED WITH TWO COATS OF COPPER NAPHTHENATE PER

SHEET S-01

4. THE STAIRWAY IS SPLIT INTO AN UPPER STAIRWAY AND A LOWER STAIRWAY WITH THE BUTT JOINT

AT THE FACE OF THE TIMBER FACING WALL. THE RAIL IS CONTINUOUS OVER THE BUTT JOINT.

2X BLOCKING BETWEEN STRINGERS

SIMPSON DTT2Z TO CONNECT POSTS TO STRINGERS

SIMPSON DTT2Z TO

CONNECT POSTS TO

STRINGERS

2X BLOCKING BETWEEN

STRINGERS

" Ø BOLTS TO STRINGERS (2)

BOLT 6X6

RAIL POST

TO 4X14

"Ø

BOLTS (2),

TYP

THICKEN CONCRETE

SLAB TO

9" UNDER 2X8

BASE PLATE AND

STRINGERS

THICKEN SLAB TO

9-INCHES UNDER

2X8 BASE PLATE

AND STRINGER

SIMPSON CBS66

COLUMN BASE

*RAIL ON OTHER SIDE IS IDENTICAL

TO THIS RAIL

2X6 PLATE

BETWEEN

STRINGERS

ATTACHED TO

6X6 TIMBERS

" LAG SCREWS

*NOTE: ATTACH ALUMINUM SIGN TO END

OF BRIDGE (BLACK ON YELLOW W/ 4"

LETTERS) READING "STAIRS". FACE

SIGN SO THOSE LEAVING THE

BRIDGE WILL BE NOTIFIED IN

ADVANCE OF THE APPROACHING

STAIRS.

BUTT JOINT

LOCATION

SEE NOTE 4

12"Ø FOOTING AND SLAB TO BE POURED SEPARATELY.

PLACE EXPANSION BOARD BETWEEN FOOTING AND SLAB

2X BLOCKING

BETWEEN

STRINGERS

MANTA RAY EARTH

ANCHORS NOT SHOWN

FOR CLARITY.

POST LOCATION TO BE APPROX.

CENTERED ON THE TOTAL

LENGTH OF THE TWO STAIRWAYS

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

AutoCAD SHX Text E

AutoCAD SHX Text

ELEVATION VIEW SCALE: 1/4" = 1'

AutoCAD SHX Text

PLAN VIEW SCALE: 1/4" = 1'

AutoCAD SHX Text

STAIR DETAIL SCALE: 1" = 1'

DETAIL - CAP STAIRS SCALE: 1" = 1'

BACK WALL MOUNTING BRACKET DETAIL

NOT TO SCALE

BACK WALL FACE ELEVATION

BACK WALL PLAN

1" EDGE DISTANCE 1" EDGE DISTANCE

MK X BACK WALL PLANK

1" GAP

NOT TO SCALE

BACK WALL

MOUNTING

BRACKET

BACK WALL

MOUNTING

BRACKET

MK I PRECAST

CONCRETE TRAIL

BRIDGE SUPPORT

BRIDGE GIRDERS

1/2"Ø X 5" BOLT W/

(1) MALLEABLE IRON

WASHER AND (1)

CUT WASHER

1/2"X4-1/2" WEDGE ANCHOR

BOLT. (RED HEAD WS1242G OR

APPROVED EQUAL (TYP.)

MK X BACK WALL PLANK

BACK WALL

MOUNTING

BRACKET

MK I PRECAST CONCRETE

TRAIL BRIDGE SUPPORT

BRIDGE GIRDERS

TIMBER ABUTMENT AND TIMBER

DECK NOT SHOWN FOR CLARITY

TIMBER ABUTMENT NOT

SHOWN FOR CLARITY

BACK WALL

MOUNTING

BRACKET

BACK WALL

MOUNTING

BRACKET

DECK PLANKS

BRIDGE GIRDER

MK X BACK WALL PLANK

MK I PRECAST CONCRETE

TRAIL BRIDGE SUPPORT

BACK WALL END ELEVATION

NOT TO SCALE

TIMBER ABUTMENT AND NOT

SHOWN FOR CLARITY

PLAN VIEW SIDE VIEW ELEVATION

Mk XII ANGLE

Mk XI PLATE

Mk XII ANGLE

Mk XI PLATE

1/4"

4 1/2"

2 1/2"

2 3/4"4"

7 1/8"

2 3/4"4"2 3/4"

3"3"3"

2 1/2"

2 3/4"4"

2 3/4"

MK XII ANGLE

NOT TO SCALE 4 REQ'D

PLAN VIEW ELEVATIONSIDE VIEW

STEEL SHAPES SHALL MEET THE REQUIREMENTS OF AASHTO

M270 GRADE 36.

WELDING SHALL MEET THE REQUIREMENTS OF THE LATEST AWS

SPECIFICATIONS WITH THE WELDERS PREQUALIFIED.

ALL STRUCTURAL STEEL SHALL BE GALVANIZED PER AASHTO

M111-15 AFTER FABRICATION. REPAIRS TO GALVANIZING SHALL

MEET THE REQUIREMENTS OF ASTM A780.

MATERIALS NOT SPECIFICALLY NOTED IN THESE NOTES OR

SHOWN ON INDIVIDUAL DRAWINGS WILL BE SUBMITTED BY THE

CONTRACTOR FOR APPROVAL. ALL METHODS AND MATERIALS

SHALL CONFORM TO GOOD WORKMANSHIP, ACCEPTABLE

INDUSTRY STANDARDS, AND MANUFACTURER'S

RECOMMENDATIONS.

THE CONTRACTOR WILL SUBMITT EVIDENCE IN THE FORM OF

SPECIFICATIONS, MANUFACTURER'S DATA, OR OTHER

INFORMATION FOR ALL MATERIALS USED IN THE PROJECT

SUFFICIENT FOR THE C.O. TO VERIFY COMPLIANCE WITH THE

SPECIFICATIONS.

SHEET NOTES:

L8X8X1/2

9/16" Ø (TYP.)

MK XI PLATE

NOT TO SCALE 4 REQ'D

3/8" PLATE

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/1 6/1

8 1 5:

C :\U

8\2

7 F

P. LANE

SOUTHERN REGION

CANE GULLY TRAIL

BRIDGE INSTALLATION

FRANCIS MARION &

SUMTER NATIONAL

FORESTS

FRANCIS MARION RANGER

DISTRICT

BACKWALL AND

BRACKET DETAILS

06/29/2018

FS090523_R102013_L1-002.dwg

T. LAURENT

P. LANE

C-06

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

NOT TO SCALE

TYPICAL TREATED TIMBER FACE WALL NAIL PATTERN

1-1/2" MIN.

SANDWICH GEOTEXTILE WRAPPING THE

GEOCELL FOUNDATION LAYERS BETWEEN

TIMBERS. EXTEND GEOTEXTILE TO THE

FACE OF THE TIMBERS.

90d GALVANIZED SPIKE (TYP.)

6"X6" S4S FACE

TIMBERS

CENTERLINE OF

FACE TIMBERS

90d SPIKE IN THE TIMBER

LAYER BELOW THE LAYER

SHOWN.

90d SPIKE. OFFSET A MINIMUM OF

1 1/2" FROM THE SPIKE IN THE

LAYER BELOW THE LAYER

SHOWN. PLACE A SPIKE IN EACH

CORNER OF THE CURRENT LAYER.

16" TO 20"

SPACING.

3" EDGE DISTANCE MINIMUM

NOT TO SCALE

TYPICAL TREATED TIMBER FACE WALL CORNER NAIL PATTERN

16" TO 20"

SPACING

NOTES:

DRILL PILOT HOLES 8" DEEP FOR THE 90d

GALVANIZED SPIKES.

OFFSET ADJACENT SPIKES A MINIMUM OF

1-1/2" LATERALLY.

PLACE 7 SPIKES PER FACE PLANK MINIMUM.

NOT TO SCALE

NAIL PATTERN FACE TIMBER LAYERS 1,3,5,7,9, AND 11

NOT TO SCALE

NAIL PATTERN FACE TIMBER LAYERS 2, 4, 6, 8, AND 10

MK IX TIMBER

MK VI TIMBER

18" NAIL SPACING

(TYP. MK IX TIMBER)

18" NAIL SPACING

(TYP. MK VI TIMBER)

20" NAIL SPACING

(TYP. MK VII TIMBER)

16" NAIL SPACING

(TYP. MK VIII TIMBER)

MK VII TIMBER.

MK VIII TIMBER.

90D GALVANIZED SPIKE (TYP.)

MK I PRECAST CONCRETE SILL

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/1 6/1

8 1 5:

C :\U

8\2

7 F

R08

SOUTHERN REGION

CANE GULLY TRAIL

BRIDGE INSTALLATION

FRANCIS MARION &

SUMTER NATIONAL

FORESTS

FRANCISS MARION RANGER

DISTRICT

TIMBER FACE WALL &

APPROACH DETAILS

6/28/2018/2018

FS090523_R102013_L1-002.dwg

T. LAURENT

P. LANE

C-07

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

CONCRETE BRIDGE SUPPORTS SHALL BE 4500 PSI CLASS A CONCRETE AS PER FP-14,

MAX WATER/CEMENT RATIO OF 0.45 AND AIR ENTRAINED AT 4.5-7.5%.

#4 DEFORMED GRADE 60 REBAR, 3 INCHES FROM SIDES, TOP AND BOTTOM, APPROX. 12

INCHES O.C. BRACE PIECES (TYP).

INSTALL FOUR LIFTING HOIST RINGS IN A CAST IN CONCRETE FERRULE FOR EACH

FOUNDATION,

ESTIMATED WEIGHT: 2250 POUNDS PER SECTION

PRECAST CONCRETE TRAIL BRIDGE SUPPORT NOTES:

MK I PRECAST CONCRETE TRAIL BRIDGE SUPPORT

108"

36" 36"

20"

LIFTING HOIST RINGS ON SIDE OF UNITS, 4

PER SECTION TO BE DESIGNED BY

CONTRACTOR. AFTER BRIDGE INSTALLATION

FILL EPOXY GROUT IN LIFT RING CUPS.

10"

36"

PLAN VIEW

12"

NOT TO SCALE 2 REQ'D

ELEVATION SIDE VIEW

# 4 REBAR

NOT TO SCALE

TIE DOWN ROD ASSEMBLY

Q/2"Ø X 2" FENDER WASHER

1/2"Ø SPRING LOCK WASHER

&1/2"-13 NC HEX NUT. (TYP.)

hOT DIP GALVANIZED

1/2"-13NC HOT DIP GALVANIZED

ALL THREAD ROD

8 AT 10'-6" REQUIRED

AND 8 AT 9'-6" REQUIRED

FORESIGHT PRODUCTS

MANTA-RAY MR-88 EARTH ANCHOR

OR APPROVED EQUAL

MK VI FACE TIMBER

NOT TO SCALE 9 REQ'D

MK VIII FACE TIMBER

NOT TO SCALE 9 REQ'D

MK VII FACE TIMBER

NOT TO SCALE 9 REQ'D

MK IX FACE TIMBER

NOT TO SCALE 9 REQ'D

9'-6"

10'-5"

9'-5"

8'-6"

6X6 S4S TREATED

SOUTHERN PINE NO 2.

6X6 S4S TREATED

SOUTHERN PINE NO 2.

6X6 S4S TREATED

SOUTHERN PINE NO 2.

6X6 S4S TREATED

SOUTHERN PINE NO 2.

MK X BACK WALL TIMBER

NOT TO SCALE 2 REQ'D

11'

4X14 S4S TREATED

SOUTHERN PINE NO 2.

1'-2 1/2"

1'-8 1/2"

1'-2 1/2"

1'-8 1/2"

4 1/2"

8 1/2"

TOP OF DECK

4 3/4"

13 1/4"

5/16"Ø HOLES (TYP.)

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/1 6/1

8 1 5:

C :\U

8\2

7 F

R08

SOUTHERN REGION

CANE GULLY TRAIL

BRIDGE INSTALLATION

FRANCIS MARION &

SUMTER NATIONAL

FORESTS

FRANCIS MARION RANGER

DISTRICT

PRECAST CONCRETE

SILL, EARTH ANCHOR,

TIMBERS DETAILS

06/23/2018

FS090523_R102013_L1-002.dwg

T. LAURENT

P. LANE

C-08

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

MK II CHANNEL

NOT TO SCALE 16 REQ'D

9 1/2"

3-1/2"

MK III ANGLE

NOT TO SCALE 16 REQ'D

13/16" HOLE

(TYP.)

2-1/2"1-5/8"

2-3/4"

4" 1-1/4"

1-3/4"

9/16" HOLE

PLAN VIEW

ELEVATIONSIDE VIEW

L4X3X1/2

Mk III CHANNEL

Mk IV ANGLE

1/4"

C-CHANNEL STRAP DETAIL

NOT TO SCALE

Mk III CHANNEL

Mk IV ANGLE

PLAN VIEW

ELEVATION SIDE VIEW

STEEL SHAPES SHALL MEET THE REQUIREMENTS OF AASHTO M270 GRADE 36.

WELDING SHALL MEET THE REQUIREMENTS OF THE LATEST AWS SPECIFICATIONS WITH

THE WELDERS PREQUALIFIED.

ALL STRUCTURAL STEEL SHALL BE GALVANIZED PER AASHTO M111-15 AFTER

FABRICATION. REPAIRS TO GALVANIZING SHALL MEET THE REQUIREMENTS OF ASTM

A780.

MATERIALS NOT SPECIFICALLY NOTED IN THESE NOTES OR SHOWN ON INDIVIDUAL

DRAWINGS WILL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL. ALL METHODS

AND MATERIALS SHALL CONFORM TO GOOD WORKMANSHIP, ACCEPTABLE INDUSTRY

STANDARDS, AND MANUFACTURER'S RECOMMENDATIONS.

THE CONTRACTOR WILL SUBMITT EVIDENCE IN THE FORM OF SPECIFICATIONS,

MANUFACTURER'S DATA, OR OTHER INFORMATION FOR ALL MATERIALS USED IN THE

PROJECT SUFFICIENT FOR THE C.O. TO VERIFY COMPLIANCE WITH THE SPECIFICATIONS.

SHEET NOTES:

Mk III CHANNEL Mk IV ANGLE

MK V BEARING PAD

NOT TO SCALE 2 REQ'D

13/16" DIA. HOLE (TYP.)

FOR BRIDGE ANCHOR

BOLTS.

15"

MK IV BEARING PAD

NOT TO SCALE 4 REQ'D

12"

TRAIL SIDE

1/2" THICK UHMW

50 DUROMETER

20"

1-13/16"8-3/8"1-13/16"

STREAM SIDE

15"

12"

TRAIL SIDE

1/2" THICK UHMW

50 DUROMETER

20"

1-13/16"8-3/8"1-13/16"

STREAM SIDE

9/16" DIA HOLE (TYP.)

FOR 1/2" ANCHOR

BOLTS.

L4X3X1/2

C3X6

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/1 6/1

8 1 5:

C :\U

8\2

7 F

R08

SOUTHERN REGION

CANE GULLY TRAIL

BRIDGE INSTALLATION

FRANCIS MARION &

SUMTER NATIONAL

FORESTS

FRANCIS MARION RANGER

DISTRICT

STRAP AND BEARING

PAD DETAILS

06/23/2018

FS090523_R102013_L1-002.dwg

T. LAURENT

P. LANE

C-09

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

GENERAL NOTES

SPECIFICATIONS: MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN

ACCORDANCE WITH THE STANDARD SPECIFICATION FOR CONSTRUCTION OF ROADS

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) AND STANDARD

SPECIFICATION FOR CONSTRUCTION OF TRAILS AND TRAIL BRIDGES ON FEDERAL

PROJECTS.

PREFABRICATED FRP BRIDGE SUPERSTRUCTURE: PREFABRICATED FRP

SUPERSTRUCTURE DESIGN MUST BE A TRUSS CONFIGURATION SIMILAR TO THAT

SHOWN ON THE DRAWINGS. THE BRIDGE SHALL MAINTAIN THE CLEARANCES ABOVE

HIGH WATER INDICATED ON THE BRIDGE ELEVATION. THE BRIDGE CROSS-SECTION

SHALL BE DETERMINED BY THE CONTRACTOR BUT SHALL PROVIDE THE CLEAR WIDTH

AND RAILING DETAILS INDICATED ON THE BRIDGE TYPICAL SECTION, OR IN THE

DESIGN CRITERIA. THE CONTRACTOR SHALL DETERMINE THE TRUSS HEIGHT AND THE

LOCATION OF THE DECK WITH RESPECT TO THE TOP AND BOTTOM CHORDS (U FRAME

VS. H FRAME). OVERHEAD LATERAL BRACING IS UNACCEPTABLE. ALL RELATED

DETAILS SUCH AS PROFILE, ABUTMENT DETAILS, BEARINGS, AND TIMBER DECKING

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FINALIZE AND CONSTRUCT.

THE PREFABRICATED FRP BRIDGE SUPERSTRUCTURE, AND ASSOCIATED DETAILS

INCLUDING TIMBER COMPONENTS SHALL BE UNDER THE DIRECTION OF A REGISTERED

PROFESSIONAL ENGINEER. THE COMPLETED DESIGN, DRAWINGS, AND SPECIFICATION

PACKAGE SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND

APPROVAL.

THE DESIGN OF ALL PREFABRICATED FRP BRIDGE SUPERSTRUCTURE ELEMENTS SHALL

COMPLY WITH THE AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF FRP

PEDESTRIAN BRIDGES, CURRENT EDITION, THE LRFD GUIDE SPECIFICATIONS FOR THE

DESIGN OF PEDESTRIAN BRIDGES, CURRENT EDITION, AND THE AASHTO LRFD BRIDGE

DESIGN SPECIFICATIONS, CURRENT EDITION. PROVIDE CAMBER FOR 100% OF THE DEAD

LOAD DEFLECTIONS PLUS 1% OF BRIDGE SPAN. SUBMIT SHOP DRAWINGS AND

CALCULATIONS FOR APPROVAL. SHOP DRAWINGS AND CALCULATIONS MUST BE

APPROVED BEFORE FABRICATION.

MEMBER COMPONENTS: ALL MEMBERS SHALL BE FABRICATED FROM FRP COMPOSITE

PROFILES AND STRUCTURAL SHAPES AS REQUIRED. ALL FRP COMPOSITE PROFILES

AND SHAPES SHALL BE MANUFACTURED USING A FIRE RESISTANT RESIN. ALL

INDIVIDUAL COMPONENTS MUST WEIGH LESS THAN 115 LBS TO ALLOW FOR TRANSPORT

OVER ROUGH TERRAIN AND ASSEMBLY AT A REMOTE LOCATION.

ERECTION PLAN: THE CONTRACTOR SHALL SUBMIT AN ERECTION PLAN FOR THE

PREFABRICATED FRP BRIDGE SUPERSTRUCTURE TO THE C.O. FOR APPROVAL 14 DAYS

BEFORE ERECTION IS SCHEDULED. IF ALLOWED UNDER THE PROJECT DESIGN

CRITERIA, TEMPORARY IN-STREAM SUPPORT BENTS MAY BE USED FOR THE ERECTION

OF THE PREFABRICATED FRP BRIDGE SUPERSTRUCTURE. THE IN-STREAM BENTS

SHALL BE CRIBBING, SILLS, CONCRETE BLOCKS, OR OTHER SUPPORTS AND SHALL BE

PLACED WITH MINIMAL DISTURBANCE WITHIN THE STREAM. ALL MATERIALS TO

CONSTRUCT THE TEMPORARY IN-STREAM BENTS SHALL BE REMOVED. THE

SUBMITTALS SHALL INCLUDE THE DRAWINGS INDICATING TEMPORARY BENT LOCATIONS,

METHODS PROPOSED TO INSTALL AND REMOVE THE TEMPORARY BENTS, AND ERECT

THE NEW PREFABRICATED FRP SUPERSTRUCTURE.

HARDWARE AND STRUCTURAL STEEL: SEE PROJECT DESIGN CRITERIA FOR STEEL

HARDWARE FINISH. GALVANIZED OR UNFINISHED HARDWARE SHALL MEET THE

REQUIREMENTS OF AASHTO M270, GRADE 36, WITH NUTS AND BOLTS CONFORMING TO

ASTM A307, GRADE A. USE MALLEABLE IRON WASHERS AGAINST WOOD UNLESS

OTHERWISE NOTED.

TIMBER AND LUMBER: SOLID SAWN TIMBER MEMBERS SHALL CONFORM TO THE

REQUIREMENTS OF THE GRADING RULES AGENCY FOR THE SPECIES, TYPE, AND GRADE

SPECIFIED BELOW.

DECK PLANKS AND BRACING PLANKS

-- SOUTHERN PINE NO. 2, S4S, GRADING RULES AGENCY - SPIB

RUNNING PLANKS AND RUB RAIL:

-- SOUTHERN PINE NO. 2 GRADE, ROUGH SAWN,GRADING RULES AGENCY - SPIB

RAILS, HANDRAILS UNTREATED:

-- BALDYCYPRESS, S4S, NO. 1 GRADE, GRADING RULES AGENCY - SPIB

-- WHITE OAK, S4S, SELECT STRUCTURAL GRADE, GRADING RULES AGENCY -

NELMA

TREATED:

-- SOUTHERN PINE, S4S, NO. 2 GRADE, GRADING RULES AGENCY - SPIB

TREATMENT: SEE PROJECT CRITERIA FOR MEMBERS IDENTIFIED TO BE TREATED AND

FOR TREATMENT TYPE. PRESERVATIVE TREATMENT SHALL BE IN ACCORDANCE WITH

THE CURRENT AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) SPECIFICATIONS

USING THE TREATMENT MATERIALS BELOW. TREATMENT WILL COMPLY WITH THE

CURRENT EDITION OF THE WESTERN WOODS PRESERVERS INSTITUTE (WWPI) BEST

MANAGEMENT PRACTICES FOR THE USE OF WOOD IN AQUATIC ENVIRONMENTS.

DECKING, RUNNING PLANKS, IF TREATED:

-- AWPA USE CATEGORY SYSTEM (U1) FOR USE CATEGORY 3B ABOVE

GROUND - EXPOSED (UC3B).

-- PENTACHLOROPHENOL IN LIGHT OIL (TYPE C SOLVENT)

-- COPPER NAPTHANATE (CuN) IN LIGHT OIL (TYPE C SOLVENT)

SILLS, BACKING PLANKS, CRIBS, TIMBER WALLS IF TREATED:

-- AWPA USE CATEGORY SYSTEM (U1) FOR USE CATEGORY 4B GROUND

CONTACT - HEAVY DUTY (UC4B).

--PENTACHLOROPHENOL IN HEAVY OIL (TYPE A SOLVENT)

-- COPPER NAPTHANATE (CuN) IN HEAVY OIL (TYPE A SOLVENT).

FIELD TREATMENT: COPPER NAPTHANATE (2% SOLUTION) SHALL BE FURNISHED FOR

TREATING OF WOOD . ALL ABRASIONS AND FIELD CUTS - APPROVED BY THE C.O.R -

SHALL BE CAREFULLY TRIMMED AND GIVEN THREE BRUSH COATS OF THE FIELD

TREATMENT SOLUTION. WHERE APPROVED FIELD DRILLING OF BOLT OR NAIL HOLES IS

REQUIRED, THE HOLES SHALL BE FILLED WITH PRESERVATIVE PRIOR TO INSERTING

THE FASTENERS.

TIMBER FABRICATION: SUBMIT SHOP DRAWINGS FOR ALL TIMBER BRIDGE COMPONENTS

(EXCEPT TIMBER RUNNING PLANKS). SHOW ALL DIMENSIONS AND FABRICATION DETAILS

FOR ALL CUT OR BORED TIMBER. FIELD DRILLING OF HOLES SHALL NOT BE ALLOWED

UNLESS OTHERWISE NOTED ON THE PLANS.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/1 6/1

8 1 5:

C :\U

8\2

7 F

W G;

R08

SOUTHERN REGION

CANE GULLY TRAIL

BRIDGE INSTALLATION

FRANCIS MARION &

SUMTER NATIONAL

FORESTS

FRANCIS MARION RANGER

DISTRICT

GENERAL NOTES FOR

PREFABRICATED FRP

TRAIL BRIDGE

06/23/2018

FS090523_R102013_L1-002.dwg

T. LAURENT

P. LANE

S-01

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

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/1 6/1

8 1 5:

C :\U

8\2

7 F

W G;

R08

SOUTHERN REGION

CANE GULLY TRAIL

BRIDGE INSTALLATION

FRANCIS MARION &

SUMTER NATIONAL

FORESTS

FRANCIS MARION RANGER

DISTRICT

PREFABRICATED FRP

TRAIL BRIDGE

06/23/2018

FS090523_R102013_L1-002.dwg

T. LAURENT

P. LANE

S-02

1313TYPICAL TRUSS SECTION

TYPICAL ELEVATION

NOTES

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

AutoCAD SHX Text E

AutoCAD SHX Text

CROSSPIECE, EXTEND BEYOND THE RAILS FOR OUTRIGGER IF NECESSARY

AutoCAD SHX Text

OUTRIGGER USE IF NECESSARY FOR RAIL STABILITY

AutoCAD SHX Text

POST

AutoCAD SHX Text 3x12 PRESSURE TREATED SOUTHERN YELLOW PINE DECKING

AutoCAD SHX Text

INTERMEDIATE RAILS

AutoCAD SHX Text

PROVIDE ADA HANDRAIL WHERE REQUIRED SEE PROJECT DESIGN CRITERIA, SHEET 2 OF 10

AutoCAD SHX Text 2"x8" MIN. ROUGH SAWN RUNNING PLANKS SEE PROJECT CRITERIA

AutoCAD SHX Text

TOE PLATE

AutoCAD SHX Text

1 1/2" BLOCK OUT

AutoCAD SHX Text

POST

AutoCAD SHX Text 2x6 S4S HANDRAIL. RADIUS TOP EDGE AS SHOWN. BLOCK OUT 1 1/2" FOR KNUCKLE CLEARANCE BETWEEN RAILING AND TRUSS MEMBERS. ALTERNATE HANDRAIL CONFIGURATIONS MAY BE SUBMITTED TO THE C.O. FOR REVIEW AND APPROVAL.

AutoCAD SHX Text

STRINGER

AutoCAD SHX Text

SPACER

AutoCAD SHX Text

HORIZONTAL BRACE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

C BEARING

AutoCAD SHX Text L

AutoCAD SHX Text FASTEN RUNNNG PLANKS TO THE DECK WITH 30d (4-1/2 INCH RING SHANK NAILS) AT 24" SPACING. ALTERNATE SIDES WITH TWO AT EACH END. DO NOT FASTEN PLANKS DIRECTLY OVER FRP MEMBERS

AutoCAD SHX Text

OUTRIGGER PLATE

AutoCAD SHX Text

C BEARING

01_Cane_Gully_Cover

Sheets and Views

17x11 EXPANDED

02_Cane_Gully_Notes

Sheets and Views

Notes

03_Cane_Gully_Existing_Conditions

Sheets and Views

C01

04_Cane_Gully_Plan_and_Profile

Sheets and Views

C02

05_Cane Gully_Abutment_Sta_0+46

Sheets and Views

Near Abutment

06_Cane Gully_Abutment_Sta_1+46

Sheets and Views

Far Abutment

07_Cane_Gully_Treated Timber Stairway

Sheets and Views

C05

08_Cane_Gully_Timber_Backwalll_Details

Sheets and Views

Back wall details

09_Cane_Gully_Timber_Facewall_Details

Sheets and Views

Timber Facewall

10_Cane Gully_precast concrete

Sheets and Views

Concrete_Support_Details

11_Cane_Gully_Strap_Details

Sheets and Views

strap details

12_Cane_Gully_Superstructure Notes

Sheets and Views

General Notes

13_Cane_Gully_Superstructure_Profile_and_Section

Sheets and Views

Superstructure

File details come from the government source that posted it.