C04Attachment 5 - Plans_Drawings Greenough CG.pdf

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NO. DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

PROJECT:

DATE:SHEET INDEX 6/2025

GREENOUGH

N

GAOA GREENOUGH CAMPGROUND

RECONSTRUCTION PROJECT 1BE

CONSTRUCTION PLANS FOR

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

CUSTER GALLATIN NATIONAL FOREST

BEARTOOTH RANGER DISTRICT

CARBON COUNTY

AREA MAP

MONTANA INDEX MAP

PROJECT LOCATION

PROJECT AREA

APPROVED BY:

FOREST SUPERVISOR

DATE

FOREST ENGINEER

RECOMMENDED BY:

REGIONAL ENGINEER

NORTHERN REGION

NAMP LANDSCAPE ARCHITECT

DISTRICT RANGER

AutoCAD SHX Text

HELENA

HARDIN

GREAT FALLS

HARDIN

MISSOULA

BILLINGS

KALISPELL

LIBBY

EUREKA

LIVINGSTON

BOZEMAN

BIG TIMBER

C:\Users\jfrady\Box\CG_7000Engineering\GAL-7100Engineering\7110EngineeringMgmt\FY21-GAOA\05_Greenough_CG\FY26_Contract\PS&E\CAD\01 Greenough CG_Title.dwg

NOT TO SCALE

2026-05-12T09:18:42-0600

AMY HAAS

Signature2:

2026-05-12T07:58:55-0600

JEFFERSON FRADY

2026-05-13T08:36:55-0600

MATTHEW JEDRA

2026-05-20T15:26:51-0700

DOUGLAS WRIGHT

2026-05-21T16:02:06-0600

CORRINE KEGEL

DWG SHEET NO.

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CHECKEDDESIGNERDATEDRAWING TITLE

United States Department of Agriculture Forest Service

REGION 1 OVERALL

SITE PLAN

04/2026 DS PF 02

B-1

CONSTRUCTION NOTES:

1. CALL UTILITY LOCATE PRIOR TO ANY EARTH DISTURBING

ACTIVITY.

2. LOCATION AND ORIENTATION SHOWN FOR PARKING SPURS,

TENT PADS, LIVING SPACES, FIRE RINGS, BEAR BOXES AND

PICNIC TABLES ARE FOR BIDDING PURPOSES ONLY. ACTUAL

LOCATIONS MAY BE ADJUSTED IN THE FIELD BY THE CO.

3. CULVERT LENGTHS SHALL BE FIELD STAKED BY THE

CONTRACTOR AND VERIFIED BY THE CO PRIOR TO ORDERING.

4. TRAILS BETWEEN CAMP SPURS, LIVING SPACES, AND TENT

PADS ARE INCIDENTAL TO OTHER ITEMS. TRAILS SHALL BE 5'

WIDE WITH 4" COMPACTED DEPTH AGGREGATE WITH WEED

BARRIER.

5. ALL EXISTING BITUMINOUS SURFACING SHALL BE REMOVED

AND BURIED MINIMUM 1' UNDER FILL. NO BITUMINOUS PIECES

MAY BE LEFT VISIBLE.

6. CLEARING AND GRUBBING AROUND CAMP SPURS, LIVING

SITES AND TENT PADS IS INCIDENTAL..

7. SOME CONTROL POINTS MAY BE MISSING. RESET CONTROL

AS NECESSARY. ITEM IS INCIDENTAL.

MAIN FORK ROCK

CREEK ROAD #4241

CONTROL POINT TABLE

CONSTRUCTION NOTES:

8. PICNIC TABLE PLANKS AND LEGS AND FIRE RINGS SHALL BE

SALVAGED AND ARE PROPERTY OF THE FOREST SERVICE.

TRANSPORT AND STOCKPILE AT ROCK CREEK WORK CENTER IN

DESIGNATED LOCATION.

PROPOSED TOILET LOCATION ASPEN STYLE WITH DARK BROWN SIMULATED BARNWOOD SIDING AND DARK GRAY SIMULATED SHAKE ROOF. LEFT HAND DOOR.

PROPOSED TOILET LOCATION ASPEN STYLE WITH DARK BROWN SIMULATED BARNWOOD SIDING AND DARK GRAY SIMULATED SHAKE ROOF. RIGHT HAND DOOR.

GREENOUGH LAKE EDGE

EX TOILET NO WORK

PROPOSED WATER WELL HAND PUMP ON 12'X12' CONCRETE PAD

END 20' DBL LANE ROAD

NEW 25'X25' LIVING SPACE, TABLE, FIRE RING AND BEAR BOX

5' AILSE

NEW 500 GALLON SEPTIC TANK

GARBAGE BIN STORAGE AREA AND TRUCK TURNAROUND. PLACE 6" COMPACTED DEPTH AGGREGATE. DO NOT PAVE. CONTRACTOR SHALL PROVIDE DRAINAGE AROUND GARBAGE BIN AREA.

REMOVE AND REPLACE EXISTING 42'x18" CMP. VERIFY LENGTH IN FIELD

EXISTING 18" CMP CLEAN INLET

GATE

DITCH TO DRAIN

ROCK

MATCH EXISTING PAVEMENT

R-10

R-40

R-10

EX WELL

INSTALL NEW 15"X22"X30' CMPA. VERIFY LENGTH IN FIELD

GREENOUGH LAKE TRAIL 2421E

INSTALL NEW 15"X21"X26' CMPA. VERIFY LENGTH IN FIELD

INSTALL NEW 15"X21"X26' CMPA. VERIFY LENGTH IN FIELD

SAWCUT AND MATCH EXITING PAVEMENT INCLUDING RADIUS NOT SHOWN ON DRAWINGS

REMOVE AND REPLACE 25MPH SPEED LIMIT SIGN

REMOVE AND INSTALL NEW 24" STOP SIGN AND POST

ENTER

20' WIDTH

MAIN FORK ROCK CREEK RD 2421

GREENOUGH LAKE CAMPGROUND RD 2421D

ROCKS

PROJECT NAME

O

R

E

V

I

C

P

A

G

U

L

40'

80'

STAGING AREA AT EXISTING REFUSE STATION

ENTRANCE ROAD

ENTRANCE STATION

NEW CAMPGROUND LOOP

EXISTING CAMPGROUND LOOP

TRAILHEAD & PARKING

TRAIL TO LAKE

FISHING ACCESS

NEW REFUSE STATION

REGION 1 ENTRANCE ROAD

04/2026 DS PF 03

B-2

GATE

MAIN FORK ROCK CREEK RD 2421

GREENOUGH LAKE CAMPGROUND RD 2421D

30'

60'

R10'

R10'

SAWCUT AND MATCH EXISTING PAVEMENT INCLUDING RADIUS NOT SOWN ON PLANS

B

INSTALL NEW 15 MPH SIGN & TREATED POST

REMOVE/DISPOSE EXISTING STOP SIGN AND INSTALL NEW 24" STOP SIGN & TREATED POST

INSTALL NEW PAVEMENT

REHAB EXISTING DUMPSTER AREA, REMOVE GRAVEL, RIP AND RECONTOUR. PLACE SLASH AS DESIGNATED.

REMOVE AND REPLACE EXISTING 18"X42' CMP. VERIFY LENGTH IN FIELD

H

NEW DOUBLE PANEL BULLETIN BOARD AND FEE TUBE. 16'X50' TURNOUT WITH 25' TAPER. ADJUST TURNOUT LOCATION TO BEST FIT AS APPROVED BY CO.

PROTECT EXISTING 18"X70' CMP.

INSTALL NEW RSM2-2 SITE SIGN AS STAKED BY CO

INSTALL NEW TWO LANE ASPHALT ROAD

J

REGION 1 NEW LOOP

04/2026 DS PF 04

B-3

AREA SHALL BE FLAGGED OFF BY THE COR

INSTALL NEW 18"X22"X58' CMPA. VERIFY LENGTH IN FIELD

NEW 25'X25' LIVING SPACE, TABLE, FIRE RING, BEAR BOX, AND ACCESSIBLE PATH

REMOVE AND DISPOSE OF ROCK FIRE RING

PROPOSED TOILET LOCATION ASPEN STYLE WITH DARK BROWN SIMULATED BARNWOOD SIDING AND DARK GRAY SIMULATED SHAKE ROOF. RIGHT HAND DOOR.

INSTALL NEW 15"X22"X26' CMPA. VERIFY LENGTH IN FIELD

CAMPSITE NUMBER

INSTALL NEW SIGN. FRD1-4 "ENTER" WITH RIGHT ARROW

INSTALL NEW TWO LANE ASPHALT ROAD

K

INSTALL NEW ONE LANE ASPHALT ROAD

INSTALL NEW TENT PAD, WITH ACCESSIBLE PATH IF APPLICABLE

PROPOSED TOILET LOCATION ASPEN STYLE WITH DARK BROWN SIMULATED BARNWOOD SIDING AND DARK GRAY SIMULATED SHAKE ROOF. LEFT HAND DOOR.

NATURAL AREA TO BE PROTECTED STAKED IN THE FIELD BY CO, VERIFIED DURING CONSTRUCTION

CONSTRUCT NEW GARBAGE BIN SITE. SURFACE 32'X26' WITH 6" COMPACTED DEPTH AGGREGATE AS STAKED BY CO

SALVAGE BOULDERS AS NEEDED FOR USE AS RIPRAP

INSTALL NEW 24" STOP SIGN & TREATED POST

REGION 1 EXISTING LOOP

04/2026 DS PF 05

B-4

PROPOSED TOILET LOCATION ASPEN STYLE WITH DARK BROWN SIMULATED BARNWOOD SIDING AND DARK GRAY SIMULATED SHAKE ROOF. LEFT HAND DOOR.

EXISTING 18" CMP CLEAN INLET

ROCK

AREA SHALL BE FLAGGED OFF BY THE COR

EXISTING GREENOUGH RECREATION SITE SIGN REMOVE NEW SIGN TO BE PLACED NEAR ROAD ENTRANCE SEE SHEET 3

CAMPSITE NUMBER

EXISTING 18" CMP REMOVE AND REPLACE WITH 15"X22"X32' VERIFY LENGTH IN FIELD

NEW 25'X25' LIVING SPACE, TABLE, FIRE RING, TENT PAD AND BEAR BOX. CONNECT WITH ACCESSIBLE PATH IF APPLICABLE

INSIDE CURVE WIDENING

EXISTING GREENOUGH RECREATION SITE BULLETIN BOARD, REMOVE AND DISPOSE.

EXISTING 18" CMP REMOVE AND REPLACE WITH 15"X22" X 36' CMPA VERIFY LENGTH IN FIELD

EXISTING STRUCTURE TO REMAIN. PRESERVE AND PROTECT.

MATCH EXISTING SURFACE WITH NEW ASPHALT. INCIDENTAL TO ITEM 40301. SAWCUT CONCRETE FOR SMOOTH TRANSITION.

EXCAVATE 1' DEPTH, PLACE GEOWEB AND BACKFILL APPROVED WELL-GRADED FILL. BEFORE PLACING AGGREGATE AND PAVEMENT

RESET ALL BEAR BOXES NOT ON CONCRETE PADS TO LIVING SPACES

INSTALL NEW SIGN. FRD1-4 "ENTER" WITH RIGHT ARROW

INSTALL NEW CAMPGROUND LOOP ASPHALT ROAD AND SPURS

REGION 1 TRAIL TO LAKE

04/2026 DS PF 06

B-5

GREENOUGH LAKE TRAIL 2421E

INSTALL 12'X20' ACCESSIBLE PARKING STALLS WITH 5' ISLE WITH WHITE STRIPING. INSTALL ACCESSIBLE PARKING SIGNS R7-8 AT EACH STALL.

INSTALL 10'X20' STANDARD PARKING STALLS (8x) WITH WHITE STRIPING

PLACED ROCK BARRIERS AS DESIGNATED IN THE FIELD. SALVAGE ROCKS DURING EXCAVATION ACTIVITIES.

REMOVE EXISTING GATE

NEW GATE LOCATION AS STAKED IN THE FIELD

RIP AND SCARIFY EX ROAD. PLACE LIGHT AMOUNT OF SLASH.

CONSTRUCT 5' WIDE PAVED TRAIL TO BYPASS GATE. 25LF.

INSTALL NEW 15"X22"x20 CMPA.

10' PAVED FINISHED SURFACE. TYPICAL SECTION 2.

INSTALL PAVED PARKING LOT & CHIP SEAL. TYPICAL SECTION 4

INSTALL NEW SINGLE PANEL BULLETIN BOARD

04/2026 DS PF 07

B-6

ROCKS

INSTALL NEW 15"X22"22 CMPA

EX TOILET REMOVE AND RESET AT LOCATION AS STAKED IN THE FIELD. FF 6" ABOVE CL OF ROAD. CONSTRUCT 5' WIDE PAVED TRAIL TO ENTRANCE.

PAVED VEHICLE TURNAROUND TO BE STAKED BY CO IN THE FIELD

INSTALL NEW 33"X49"X30' CMPA SET AT GRADE. IMPORT BEDDING AND BACKFILL. RIPRAP 6'WIDE X 10' LONG OUTLET

BACKFILL VOIDS WITH AGGREGATE FOR ACCESS TO LAKE

RIPRAP AS REQUIRED FOR EDGE PROTECTION 30 CY

PLACED RIPRAP EMBANKMENT 10 CY.

DISPOSE EXISTING BENCHES, CONCRETE, AND FIRE RING. PLACE 2" PAVEMENT AND INSTALL PICNIC TABLE. SALVAGE FIRE RING FOREST SERVICE PROPERTY.

NEW ACCESSIBLE 5' PAVED PATHWAY

MATCH PAVEMENT TO FISHING PIER. DO NOT EXCEED 5% GRADIENT.

ACCESSIBLE FISHING PIER. SEE DETAIL SHEETS.

GREENOUGH LAKE CAMPGROUND

RECONSTRUCTION

REGION 1 ENTRANCE ROAD AND EXISTING LOOP

PLAN AND PROFILE

11/2025 DS GM 08

C-1

EX 18" X 42' CMP REMOVE AND REPLACE

INTERSECTION OF WEST FORK ROCK CR RD

01/11/2021 DS GM 09

C-2

EX 18" X 32' CMP REMOVE AND REPLACE

EX 18" X 36' CMP REMOVE AND REPLACE

01/11/2021 DS GM 10

C-3

06/2025 DS GM 11

C-4

MATCH EX.

06/2025 DS GM 12

C-5

NEW 18" X 21" x 52'' CMPA

06/2025 DS GM 13

C-6

NATURAL AREA TO BE PROTECTED, STAKED IN THE FIELD BY COR AND VERIFIED DURING CONSTRUCTION

06/2025 DS GM 14

C-7

15"X21" CMPA

TRAILHEAD & PARKING AREA

06/2025 DS GM 15

C-8

49"X33" CMPA

Road 14' SINGLE LANE

Typical Section 3

Road 20' DOUBLE LANE

Typical Section 4

ROAD 10' SINGLE LANE

Typical Section 2

TRAIL 5'

Typical Section 1

Road 16' CAMP SPUR

Typical Section 5

SHEETCHECKEDDESIGNERDATEDRAWING TITLE

REGION 1 TYPICAL ROAD AND TRAIL SECTIONS

06/2025 DS GM 16

D1

CHIP SEAL 3" ASPHALT PAVEMENT 6" COMPACTED DEPTH CRUSHED AGGREGATE

2:1

2%%% CROWN

NO SCALE

3:1

2%%% CROWN

1.5:1

2%%% INSLOPE

1' DITCH DEPTH FROM SURFACE

2%%% OUTSLOPE

3" ASPHALT PAVEMENT 6" COMPACTED DEPTH CRUSHED AGGREGATE

0%%% CROSS SLOPE

CLEARING LIMITS 3' MIN FROM SHOULDER AND 3' PAST TOP OF CUT

CLEARING LIMITS 5' MIN FROM SHOULDER AND 3' PAST TOP OF CUT AND TO TOE OF FILL

CLEARING LIMITS 3' MIN FROM SHOULDER AND 3' PAST TOP OF CUT

SHEETCHECKEDDESIGNERDATEDRAWING TITLE

REGION 1 SPUR AND BARRIER ROCK DETAILS

06/2025 DS DW 17

D2

BOULDER DETAILS

GROUND SURFACE

BURY BOULDER HEIGHT, WEATHERED SURFACE UP. MIN. SIZE IS 3 FT IN ALL 13 BOULDER HEIGHT, WEATHERED SURFACE UP. MIN. SIZE IS 3 FT IN ALL DIMENSIONS. PLACE BOULDERS AS STAKED IN THE FIELD. ITEM IS INCIDENTAL. BOULDERS SHALL BE CONSERVED FROM ROADWAY OR COLLECTED ALONG THE MAIN FORK ROCK CREEK ROAD. IN ADDITION, BOULDERS MAY COME FROM LOCATIONS AS APPROVED BY THE COR.

R-5 FT.

R-45 FT.

TYPICAL CAMP SPUR PLAN

1. THE GRADE OF THE LAST 30 FT (PARKING SECTION) OF THE SPURS SHALL NOT EXCEED 2%. THE CROSS SLOPE SHALL BE FLAT. 2. THE GRADE FROM THE ROAD BEFORE THE LAST 30 FT (PARKING SECTION) SHALL NOT EXCEED 5% GRADE. 3. THE STEEPEST CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE DESIGNATED IN THE PLANS OR BY THE CO. 4. CENTER CONCRETE WHEEL STOP AND PIN WITH 2' LONG #5 REBAR CENTER CONCRETE WHEEL STOP AND PIN WITH 2' LONG #5 REBAR 5. THREE SPURS SHALL BE 20' WIDE AS SHOWN ON THE DRAWINGS.. SPURS THREE SPURS SHALL BE 20' WIDE AS SHOWN ON THE DRAWINGS.. SPURS MAY BE CHANGED IN THE FIELD BY THE CO TO ACCOMMODATE TOPOGRAPHY.

SPUR NOTES

BOULDER

TYPICAL ROCK BARRIER

5% MAX GRADE

30' MIN FLAT PARKING AREA CONCRETE WHEEL STOP PINNED WITH#5 REBAR 2' LENGTHS

TRAVELWAY CG LOOP ROAD

TYPICAL CAMP SPUR PROFILE

CENTERLINE LENGTH 60' OR AS SHOWN ON THE PLANS AND STAKED IN THE FIELD

16' TYPICAL

5' CLEARING ALL SIDES TYPICAL

REGION 1 LIVING SPACE AND TENT PAD DETAILS

06/2025 DS DW 18

D3

LOCATOIN SHOWN ON THE SITE PLAN ARE APPROXIMATE. SHAPE MAY BE VARIED BY THE COR TO FIT GROUND CONDITIONS. AREAS OF TENT PADS & TABLE / FIRE RING AREAS SHALL NOT BE LESS THAN SHOWN. EXCAVATION SHALL BE THE MINIMUM NECESSARY TO PROVIDE A LEVEL, STUMP, & PROTRUDING ROCK FREE AREA FOR THE PLACEMENT OF CAMPGROUND FURNITURE. MINIMUM CLEARANCES FOR ACCESS TO FURNITURE FOR USERS SHALL BE MAINTAINED. THE FINISHED SURFACE SHALL BE COMPACTED SMOOTH BY MECHANICAL COMPACTORS, UNLESS OTHERWISE SHOWN.

TYPICAL LIVING SPACE

1-2%%% MAX SLOPE

4" COMPACTED CRUSHED GRAVEL SURFACING

SLOPE 3:1 OR FLATTER

ACCESSIBLE LIVING SPACE FINISH GRADE OF ACCESSIBLE GRAVELED LIVING SPACES SHALL BE FLUSH WITH THE TOP OF CG SPUR WHEN LIVING SPACE IS DIRECTLY ACCESSED FROM SPUR. GRADE OF COMPACTED GRAVEL PATHS/TRAILS BETWEEN SPUR AND ACCESSIBLE LIVING SPACE SHALL NOT EXCEED 5%. FINISHED GRADE OF SOME LIVING SPACES ON UPHILL SIDE OF CG SPUR WILL SLOPE TOWARDS THE CG SPUR FOR PROPER DRAINAGE.

LIVING SPACE SURFACE 4" COMPACTED DEPTH 3/4" MINUS CRUSHED AGGREGATE

COMPACTED FILL

EXISTING GRADE

VARIES 3:1 OR FLATTER IF POSSIBLE

FIRE RING

6' MIN

4' MIN

TYPICAL LIVING SPACE PLAN VIEW WITH MINIMUM CLEARANCES

REMOVE ALL VEGETATION AND DUFF PRIOR TO SURFACING WITH 4" COMPACTED CRUSHED GRAVEL PATHS/TRAILS TO LIVING SPACE OR AS OTHERWISE SHOWN ON THE DRAWINGS. LOCATION OF PATHS/TRAILS MAY VARY. PATHS/TRAILS SHALL BE 5' WIDE WITH LESS THAN 5% GRADIENT AND LESS THAN 2% CROSS SLOPE.

4" COMPACTED DEPTH CRUSHED GRAVEL SURFACING

EXISTING GRADE

4" COMPACTED CRUSHED GRAVEL SURFACING

STANDARD TENT PAD CROSS SECTION

1-2% SLOPE

VARIES 3;1 OR FLATTER IF POSSIBLE

SLOPE 3:1 OR FLATTER

STANDARD TENT PAD PLAN VIEW

REMOVE ALL VEGETATION AND DUFF PRIOR TO SURFACING WITH CRUSHED GRAVEL. THE SHAPE OF THE LIVING SPACE WILL BE VARIED TO ACCOMMODATE THE EXISTING TOPOGRAPHY AND TO MINIMIZE CUT AND FILL AS APPROVED BY CO. WALKWAYS SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION OF THE LIVING SPACE. THERE WILL BE NO SEPARATE PAYMENT FOR WALKWAY AREAS. A MINIMUM 4' SPACE SHALL BE PROVIDED AROUND ALL FIRE RINGS, BEAR BOXES, AND PICNIC TABLES FOR ACCESSIBILITY. THERE SHALL BE 6' MINIMUM BETWEEN THE FIRE RING AND THE PICNIC TABLE AND BEAR BOX. FIRE RINGS SHALL BE ORIENTED DOWN WIND FROM TABLES. FIRE RINGS AND BEAR BOXES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION.

BEAR BOX

PICNIC TABLE

EXISTING NATIVE MATERIAL; REMOVE ROOTS AND VEGETATION 6" BELOW EXISTING GROUND

EXISTING GROUND

4" COMPACTED AGGREGATE - SEE SPECIFICATIONS

SOIL SEPARATION GEOTEXTILE

3% MAX CROSS SLOPE

5% MAX RUNNING SLOPE, EXCEPT AS DIRECTED

EXISTING NATIVE MATERIAL; REMOVE ROOTS AND VEGETATION 6" BELOW EXISTING GROUND

3% MAX CROSS SLOPE

5% MAX RUNNING SLOPE, EXCEPT AS DIRECTED

4" COMPACTED AGGREGATE - SEE SPECIFICATIONS

MAX. CLEARING LIMITS

3H:1V MAXIMUM FILL SLOPE

3H:1V MAXIMUM CUT SLOPE

TRAIL TYPICALS

ALL ACCESSIBLE TRAILS ARE INCIDENTAL

REGION 1 PICNIC TABLE

06/2025 19

D4

NOTES

END VIEW

TOP VIEW

1/4" SPACING

1/2"X2 1/2" LAG BOLT

W/ LOCK & FLAT WASHERS

1/2"X45%%D CHAMFER TYP

ALL OUTSIDE WOOD &

CONCRETE EDGES

PRECAST

CONCRETE LEGS

GRADE

3"

SIDE VIEW

4"X3"X1/4"X8"

4"X3"X1/4"X30"

#4 RE-BAR

NOTE B & C

4"X3"X1/4" ANGLE

3"X12" WOOD PLANK

TOP OR SEAT

PRECAST

CONCRETE LEG

No Scale

DETAIL

REINFORCEMENT DETAIL

28" MIN

ANGLE

ANGLE

NOTE B & C

3"X12" GLUE LAM TOPS & SEATS 6" BOLT SPACING TYP

1/2"X2 1/2" LAG BOLT W/LOCK & FLAT WASHER

1/2" dia LAG BOLT W/FLAT WASHER

STEEL STRAP

1/4"x2"x32" STEEL STRAP. SCREW TO UNDERSIDE OF TABLE OVERHANG W/TWO 1/4"x1-1/2" LAG SCREWS EACH TABLE BOARD.

A. ALTERNATIVE DESIGNS MUST BE APPROVED IN WRITING BY THE CO PRIOR TO CONSTRUCTION. B. PRE-CAST CONCRETE CONSTRUCTION METHODS & MATERIALS SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 601. CONCRETE SHALL HAVE MINIMUM 3,000 PSI AND 5%-7% AIR ENTRAINMENT. CONCRETE SHALL HAVE FIBER REINFORCEMENT. C. REINFORCING STEEL SHALL BE IN THE CENTER OF THE CONCRETE & 1-1/2" INSIDE OF THE EDGES. ALL RE-BAR CONNECTIONS SHALL BE DOUBLE WRAP TIED OR WELDED. D. ALL BOLT HOLES SHALL BE FABRICATED INTO CONCRETE. E. TABLE TOPS & SEATS SHALL BE ACTUAL 3"X12" SOLID WOOD #1 GRADE OR BETTER KILN DRIED D-FIR. ALL WOOD SURFACES SHALL BE STAINED WITH TWO COATS OF AN WATER BASED, SOLID COLOR, EXTERIOR STAIN. THE COLOR SHALL BE DARK BROWN FED. STD. 595 No. 20059. GLUE LAMINATED WOOD TOPS AND SEATS MAY BE SUBSTITUTED WITH APPROVAL FROM THE CO. F. TABLE TOPS AND SEATS SHALL BE ALIGNED TO MATCH EVENLY AT THE ENDS. BOARDS MUST BE TABLE TOPS AND SEATS SHALL BE ALIGNED TO MATCH EVENLY AT THE ENDS. BOARDS MUST BE WITHIN INCH OF FLUSH. 14 INCH OF FLUSH. G. ALL EXP0SED CONCRETE SURFACES AND EDGES TO BE SMOOTH. EDGES SHALL BE CHAMFERED. H. CONCRETE IS NATURAL GREY COLOR. I. GRIND ALL METAL EDGES SMOOTH & PAINT METAL PARTS WITH GRAY "COLD GALVANIZING" PAINT. J. TABLE LEGS SHALL BE FREE OF CRACKS OR OTHER DEFECTS. K. CONTRACTOR TO SUBMIT SIGNED VERIFICATION AND TEST RESULTS FROM BATCH PLANT THAT CONCRETE MEETS FOREST SERVICE SPECIFICATIONS.

REBAR SHALL WRAP OVER TOP OF BOLTS.

4" Compacted depth Aggregate

REGION 1 DOUBLE PANEL BULLETIN BOARD

062025 DS DW 20

D5

NOTCH POSTS & BEAMS FOR PLYWOOD

STEEL "X" STRAP ATTACH BOTH SIDES W/ 8 EA 1/2"x6" LAG BOLTS

9/16" DIA TYP

6"

2"

9"

15"

CONSTRUCT FROM 2"X3/8" COLD ROLLED STEEL PRIME AND PAINT FLAT BLACK WITH PAINT DESIGNED FOR STEEL

8"

STEEL STRAP DETAILS

15"

12"

26"

JOINT TYPICAL 1/4" FILLET WELD EA SIDE GRIND SMOOTH

13"

SIDE ELEVATION

GROUND

8" OVERHANG ALL SIDES

8"x8" SUPPORT

FRONT SIDE

SPLIT CEDAR SHAKES

10"x10" JOIST

(VIEWED FROM BEHIND STRUCTURE)

18"

24"

CONSTRUCT PINS FROM 5/8" RE-BAR TO LENGTHS & LOCATIONS SHOWN ABOVE PRE DRILL HOLES " DRIVE PINS 6" INTO LAST MEMBER12" DRIVE PINS 6" INTO LAST MEMBER

BEAM PINNING DETAILS

24"

18" ANGLE IN FROM BACK OF POST

10"x10" BEAM

10"x10" POST

ROOF LINE

14"

14"

RIDGE CAP OF 1X6 CEDAR OVER ALUMINUM RIDGE FLASHING

10"X10" POST

ATTACH PLYWOOD W/ 2" DECK SCREWS 12" O.C.

2" NOTCH IN FRAME FOR PYLWOOD PANEL

10"x10" RAIL

FRONT ELEVATION

STEEL "T" STRAP ATTACH BOTH SIDES W/ 6 EA 1/2"x6" LAG BOLTS

10"X10" BEAM

SPLIT CEDAR SHAKES ON 30# ROOFING FELT

8"X8" SUPPORT

12" BOLT COUNTERSINK INTO SUPPORT

3/4" PLYWOOD BULLETIN BOARD

3/4" PLYWOOD BULLETIN BOARD

6"X6" BRACE

6"X6" RAFTER

BACK

2x6 T&G DECKING

PANEL DETAIL

POST

3/4"x74"x48" PLYWOOD PANEL

FRONT

3/4" A-C PLYWOOD BULLETIN BOARD PANEL. SEE DETAIL THIS SHEET.

10"x10" POST

10"X10" JOIST

CENTER POST BACK ONLY

3. SHINGLES SHALL BE 24" SPLIT CEDAR SHAKES, 10" EXPOSURE, AND FASTENED WITH TWO 4d GALVANIZED RING SHANK NAILS PER SHINGLE.

4. ATTACH T&G SHEATHING TO EACH RAFTER WITH TWO 4" DECK SCREWS, OFFSET 1/2".

2. ALL CUTS, HOLES SHALL BE TREATED WITH BROWN COLORED COPPER NAPTHINATE TO MATCH PRESSURE TREATING.

1. ALL POSTS, BEAMS, RAFTERS, ETC, SHALL BE FULL DIMENSIONED, S4S TIMBERS: DOUG FIR OR ALTERNATE CO-APPROVED SPECIES. ALL TIMBERS SHALL BE PRESSURE TREATED WITH BROWN COLORED COPPER NAPTHINATE PER AWPA STD P-8 AND STAINED WITH WATER BASED BROWN STAIN

PLAN VIEW

STEEL ANGLE STRAP ATTACH BOTH SIDES W/ 4 EA 1/2"x10" BOLTS

10"x10" BEAM

FRONT SIDE

INFORMATION CENTER

10"X10" RAIL

10"X10" RAIL

12" BOLT COUNTER -SINK INTO JOIST

10"X10" JOIST (NOTCH FOR RAFTERS)

5. FLASH ALL EXPOSED EDGES OF T&G SHEATHING WITH 1.5x1.5 INCH DARK BROWN STEEL FLASHING.

10"x10" RAIL

12" BOLT COUNTER -SINK INTO JOIST

12' (APPROX)

7'

3'

2'

6'

6'

3'-9"

2'-3"

4'

10"

2 FT

2" NOTCH SHOWN IN 10" X 10" TIMBERS

5'

Fee Tube (See Fee

Tube Detail)

Fee Tube (See Fee

Tube Detail)

REGION 1 SINGLE PANEL BULLETIN BOARD

06/2025 DS DW 21

D6

FRONT VIEW

ROOF PLAN VIEW

4 1/2"

7'- 3"

7'- 5"

2'- 6"

1'- 6"

2'- 4"

Sign (42" x 48")

Douglas Fir (Treated)

6" x 6" S4S

SIDE VIEW

4" Crushed Aggregate

(Prepackaged Concrete Mix For Minor Structures)

Concrete Footer

1'- 6" Dia.

4" Crushed Aggregate, 1/2" minus

Cedar Shake & #30 Felt Underlayment Cap

CDX Plywood

(One Each Side)

1'- 8"

3'

4 1/2"

7'

4'- 9"

12 Total

Attach With x 10" Carriage Bolts With Vandal

3/8"

Proof Nuts.

4"

(End Facia Not Shown in this View)

& 2" Screws On End Facia.

Deck Screws On Edge Facia

Attach. with 3 Brass Coated

1" x 8" Rough Sawn Cedar Facia

1/2"

AC Plywood Soffit

-- Predrill Holes In Wooden Members

Attach With Four 3" x 1/2" Lagscrews w/Washers

Connection Plate

Connection Plate

2 Per Rafter Assembly

1/8"

3 x 5" Metal

3/16"

6" x 8" x

14 Total

Nail Plate

Holes

9/16"

1"

Upright Post

6" x 6" Upright Post).

Face Attached Outside to

Rafter & AC Plywood Soffit &

Deck Screws. (Butted Beneath

Attached By 4" Brass Coated

2" x 6" Douglas Fir Roof Brace

2" x 6" x 24" Douglas Fir

Rafter

Cross Member

#30 Felt Underlayment

Cedar Shakes

Roof Cap Beam

4 Equal Spacings

Cedar Facia

1" x 8"

1/4"

7"

1/4"

* STAIN ALL WOODEN MEMBERS OTHER THAN

CEDAR SHANK WITH BROWN COLORED WATER BASED STAIN

D E

GREENOUGH

CAMPGROUND

CUSTER

GALLATIN

National Forests

REGION 1 SIGNS

06/2025 DS DW 22

D7 ational orest

GREENOUGH CG

BREAKAWAY HOLES

6"X6" POSTS ONLY

2" DIAMETER

ROAD SURFACE

SIGN SA-1

SIGN SA-A

TREATED

6"X6" POST

SA-1 SIGNS SHALL EACH BE MOUNTED ON ONE 6"X6" TREATED

WOOD POST. THE LOCATION FOR EACH SIGN SHALL BE AS

STAKED BY THE COR.

THE SA-A SIGNS SHALL BE MOUNTED BELOW THE SA-1 SIGNS

AS SHOWN ON THIS DRAWING WITH APPROPRIATE DIRECTIONAL ARROW.

POSTS LARGER THAN 4"X4" SHALL BE BREAKAWAY TREATED AS

SHOWN ON THIS DRAWING. BURY MINIMUM 48".

WARNING SIGNS SHALL BE CONSTRUCTED

AND INSTALLED AS PER MUTCD.

ATTACH ALL SIGNS TO POST WITH TAMPER RESISTANT BOLTS.

48" MINIMUM FOR 6"+ POSTS

SIGHT APPROACH SIGN (SA-1 & SA-A)

FRD 1-4 (RIGHT) VERIFY DIRECTION IN FIELD WHITE LETTERING ON BROWN BACKGROUND HI-VS RETROREFLECTIVE TYPE III

THE SA SIGNS SHALL BE FURNISHED IN ACCORDANCE WITH "STANDARDS

FOR FOREST SERVICE SIGNS AND POSTERS" (EM-7100-15)

SIGNS ON 4"X4" POSTS SHALL BE BURIED MINIMUM 36"

ALL SIGNS SHALL BE DESIGNED AND INSTALLED ACCORDING TO MUTCD

EXCEPT CAMP UNIT POSTS SHALL BE AS SHOWN ON THE DETAIL

VERIFY DIRECTION IN FIELD

ONE WAY SIGN DIRECTION SHALL BE VERIFIED IN FIELD

POSTS SHALL BE PRESSURE TREATED #2 DOUG FIR OR BETTER.

ALUMINUM NUMBER PLATE

CENTERED ON POST

8 X 8 PRESSURE TREATED

POST STAINED WITH BROWN

1 1/4" X 45%%D

CHAMFER

W/ 2 #10 X 2" SCREWS

FINISH GRADE

COMPACTED SUITABLE

NATIVE MATERIAL

FRONT ELEVATION

SIDE ELEVATION

SEE SPECIFICATIONS

PLAN VIEW

1 1/4" X 45%%D

CHAMFER

8 X 8 PRESSURE

TREATED POST

6 X 6 ALUMINUM NUMBER

PLATE, 1/2" RADIUS AT CORNERS

CAMP POST DETAIL

SIGHT APPROACH SIGN TO BE INSTALLED ALONG MAIN FORK ROAD

ACCORDING TO EM7100-15 AS STAKED BY THE CO

COLORED WATER BASED STAIN

%%UNOTES%%U

1. ALL BOLTS SHALL BE ZINC OR CADMIUM COATED UNLESS

OTHERWISE NOTED.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED

SITE EXCAVATION AND GRADING WORK THAT IS INCIDENTAL

TO THIS CONSTRUCTION.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADING

AROUND THE STRUCTURE. ALL CONSTRUCTION DEBRIS SHALL

BE REMOVED FROM THE SITE.

4. FINAL LOCATION TO BE STAKED ON THE GROUND BY THE COR.

%%UU.S.D.A. CREDIT LINE (P-43)

2" LETTER HEIGHT

5-1/2"

3/8" WIDE BORDER

MOUNTING BOLT LOCATION

RECREATION SITE ENTRANCE SIGN (RS-2)

BOLT SIGN TO POST

WITH 1/2" X 8"

CARRIAGE BOLT, TWO

WASHERS, AND VANDAL

PROOF NUTS. (TYP.)

3/4" X 10" CARRIAGE BOLT

WITH WASHERS AND VANDAL

PROOF NUTS. (TYP.)

1/2" CHAMFER

(TYPICAL)

6" X 6" TREATED TIMBER POST

12" FOREST SERVICE SHIELD (S-12)

2" X 6" TREATED TIMBER

6" x 6"

2" x 6"

TREATED

TIMBER

ATTACH SHIELD WITH FOUR (4)

3/8" X 3" LAG SCREWS

NOTE:

BACKFILL DENSITY SHALL

EXCEED THE DENSITY OF

THE SURROUNDING

EMBANKMENT

APPROXIMATE DIMENSIONS

U.S.D.A. CREDIT LINE

(P-43)

%%URSM2-2 SITE ENTRANCE SIGN - WOOD SUPPORT

%%UFRONT%%U

%%USIDE%%u

NOTE:

COUNTERSINK HOLES

SHALL BE DRILLED

TO MATCH HARDWARE

3/4" DIA. X 10" CARRIAGE BOLT WITH

WASHERS AND VANDAL PROOF NUTS. (TYP.)

WASHERS AND VANDAL PROOF NUTS. (TYP.)

3/4" DIA. X 10" CARRIAGE BOLT WITH

3/4" DIA. X 12" CARRIAGE BOLT WITH

WASHER & NUT. HEAD COUNTERSUNK

3/4" DIA. X 12" CARRIAGE BOLT WITH

3/4" DIA. X 18" CARRIAGE BOLT WITH

8'-5"

TREATED TIMBER

%%UMAJOR SITE ID SIGN

POST ANGLES SHALL

PARALLEL EDGES OF

RECREATION SITE ENTRY SIGN

ACCESSIBLE FIRERING NOTES:

4" COMPACTED

AGGREGATE SURFACE;

SEE CAMP LIVING AREA

DETAIL

8" DIA. X 24" DEEP CONCRETE

FOOTING (3)

MIN.

8" DIA. X 24" DEEP CONCRETE

FOOTING (3)

SWIVEL GRATE AS SHOWN

COMPACTED AGGREGATE

BASE, MIN. 9" DEPTH ABOVE

FINISH GRADE OF PAD

STEEL FIRE RING

REGION 1 WELDED FEE TUBE

& FIRE RING DETAILS

06/2025 DS DW 23

D8

(SECTION-ELEVATION)

NOTES: 1. FOR LOCATION OF FEE TUBE SEE SITE PLANS AND AS STAKED IN THE FIELD FOR LOCATION OF FEE TUBE SEE SITE PLANS AND AS STAKED IN THE FIELD BY THE C.O. 2. IRON RANGER LLC 1-800-262-3322 IRON RANGER LLC 1-800-262-3322 3. ALSO ORDER (1) ENVELOPE STORAGE BOX ES-MODEL EB-1 TO BE INSTALLED ALSO ORDER (1) ENVELOPE STORAGE BOX ES-MODEL EB-1 TO BE INSTALLED ON ONE BULLETIN BOARD PANEL. 4. FEE TUBE IS FURNISHED AND INSTALLED BY CONTRACTOR. FEE TUBE IS FURNISHED AND INSTALLED BY CONTRACTOR. 5. SAKRETE OR DRY MIX CONCRETE MAY BE USED. INCIDENTAL TO FEE TUBE PAY SAKRETE OR DRY MIX CONCRETE MAY BE USED. INCIDENTAL TO FEE TUBE PAY ITEM. 6. CONTRACTOR TO PROVIDE TOAL OF TWO FS1236A INSERTSCONTRACTOR TO PROVIDE TOAL OF TWO FS1236A INSERTS

ACCESS HOLE TO SHELL LOCK

IRON RANGER LLC FS1236A INSERT (1/4" 6061 ALUM. OR EQUAL)

INSERT HANDLE

ENVELOPE DEPOSIT SLOT

NOTE: THIS SIDE FACES ROAD

INTERNAL MOUNTING PLATE

IRON RANGER LLC FS1236 SHELL (12" SQ. TUBE, 1/4" WALL) OR EQUAL (MARTIN BROWN POWDER COAT)

(4) 3/8" X 6" STAINLESS STEEL J-BOLTS. WELD NUT TOPS WITH CONTINUOUS BEAD TO VANDALPROOF

FINISHED GRADE

UNDISTURBED SOIL

CONCRETE FOOTER

2'-6" DIAMETER

3'-0"

FEE TUBE DETAIL (NO SCALE) (NO SCALE)(NO SCALE)

2'-0"

HANDLE NEVER HANGS OVER FIRE

1. THIS DRAWING ILLUSTRATES AN ACCESSIBLE FIRERING, MODEL THIS DRAWING ILLUSTRATES AN ACCESSIBLE FIRERING, MODEL NUMBER FSW/SL-30/18/PA SINGLE WALL FIRERING WITH SWIVEL FSW/SL-30/18/PA SINGLE WALL FIRERING WITH SWIVEL GRATE AS MANUFACTURED BY RJ THOMAS CO, INC. PO BOX 946, CHEROKEE, IA 51012-0946. USE THIS OR APPROVED EQUAL.

FIRE RING (NO SCALE) (NO SCALE)(NO SCALE)

REGION 1 HAND PUMP

06/2025 DS DD 24

D9

ATION).

DURING INSTALL-

(LIGHTLY GREASE

INNER SHROUD

OUTER SHROUD

BUSHING AND PACKING.

REPLACEABLE PUMP ROD

DEPRESSION

DRAIN

DRAIN PIPE

PIPE.

TO ANCHOR DRAIN

IN CONC. 1" DEEP

DRILL 7/8" DIA HOLE

IS ADJUSTABLE

PUMP HANDLE. HANDLE

APPROX. LOCATION OF

19"

RESERVOIR

FOUNTAIN

HYDRANT

32"

CAULKING

FLANGE WITH SILICONE

SET SCREWS, SEAL

9 1/2"

%%UDETAIL

WELL CASING

9" DIA. CAST

IRON FLOOR

DRAIN

18" DIA

1 1/2" ACCESS PORT

(OPTIONAL) THREADED

WELDOLET WITH

BRASS PLUG

SET DRAIN PIPE IN

CONC. SO THAT

OUTLET IS FLUSH

WITH FLOOR DRAIN.

WELL

CASING

12'-0" DIA. OR 12'-0" SQ.

CONCRETE SLAB. SLOPE

1/4"/FT IN ALL

DIRECTIONS. CENTER SLAB

AROUND CASING

#4 BARS

@ 8"O/C

BOTH WAYS

WELL SEAL BY WELL CONTRACTOR.

(NOT INCLUDED IN PUMP

ONLY INSTALLATION CONTRACTS)

1/4" WEEP HOLE BELOW FROST

LINE-MINIMUM 5'-0" BELOW GRADE.

7/16" DIA. GALV.

STEEL PUMP ROD

1-1/4" DIA. GALV. STL

WELL CASING

PUMP CYLINDER (SET

AT DEPTH SPECIFIED)

%%UELEVATION

3" DIA GALV STEEL PIPE SLOPE

OR SCH 40 PVC.

MIN 15' FROM

WELL

ENCASE DRAIN AND ALL FITTINGS

UNDER SLAB IN CONCRETE

TO INSURE DRAIN WATER

DOES NOT RE-ENTER WELL.

LONG

MED.

SHORT

STROKE ADJUSTMENTS

HYDRANT OUTLET

LOCATION OF

PLUG FOR CHLORINATING

DROP PIPE

SLOPE TO DRAIN TO DAYLIGHT

PUMP CLYINDER SIZING GUIDE DEPTH TO WATER (FT) CYLINDER SIZE

200 150 100 OR LESS

1 11/16" 2" 2 1/2"

MONITOR DRINKING FOUNTAIN PUMP STAND, MODEL 1DFHFS OHIO PATTERN BASE BAKER MANUFACTURING CO. OR EQUAL

9" SQUARE

DRAIN GRATE, SEE SPEC.

3A

3A

SLOPE TO DRAIN (MIN 2%)

CONCRETE DRAIN STRUCTURE

1.5 X PIPE DIAMETER

STAINLESS STEEL SCREEN

LIP TO PARKING AREA SHALL BE FLUSH

OR LESS THAN 1/4"

REGION 1 GATE DETAIL

06/2025 CP DS 25

D-10

36 IN

42 IN

3 IN%%c STD. PIPE

-3/8"x 5"x 5"

-3/8"x 5"x 9"

1/4 IN X 3 IN X 8 IN

3/8 IN X 8 IN X 12 IN

3 IN%%c STD. PIPE

8 IN

6 IN

1/8 IN

1/4 IN X 3-3/4 IN X 9 IN

%%UHINGE POST DETAIL

%%ULOCKING POST DETAIL

3-3/4 IN

3-1/4 IN

2-1/2 IN

3 IN

7 IN

1/4 IN X 3 IN X 7 IN

2-1/2"

8 IN

2-1/4 IN

12 IN

(2 Reqd.)

1/8 IN X 8 IN X 8 IN

3/8 IN X 8 IN X 12 IN

9 IN

2-1/2 IN

%%UFRONT VIEW

1/2 IN X 1-3/4 IN SLOT

x 9 IN. REBAR

WELDED AT 90%%D TO

EACH OTHER ON

EACH POST.

CONCRETE (METHOD C)

18" MIN DIA CONCRETE PLACED AGAINST

UNDISTURBED GROUND 36" MIN DEPTH

12 IN

36 IN

3 IN STD. PIPE

3 IN STD. PIPE

CONCRETE (METHOD C)

18 IN X 36 IN MINIMUM

OBJECT MARKER

42 IN

DEPTH VARIES

A-36 STEEL TUBING

TS 3 X 3 X 3/16

OBJECT

MARKER

(6 REQD.)

SET TOP OF PIPE

48 IN. ABOVE

FINAL ROAD GRADE

8 FT

8 FT

16 FT.

CAP & TACKWELD

BARRICADE MARKER

12 IN X 36 IN

(TYPE 1) (2 Reqd.)

%%UNOTES

1.

2.

3.

4.

EXTERIOR ENAMEL SHALL BE TYPE 1, DARK GREEN; UNLESS

OTHERWISE APPROVED BY THE ENGINEER.

BARRICADE MARKERS SHALL MEET MUTCD REQUIREMENTS FOR

TYPE 1. COLOR - RED & WHITE. (2 REQUIRED.)

OBJECT MARKERS SHALL MEET MUTCD REQUIREMENTS FOR

TYPE 2. (6 REQUIRED.)

ALL WELDS REQUIRED TO MANUFACTURE GATE, UNLESS OTHERWISE

SHOWN, SHALL BE FILLET AND SHALL BE OF THE SAME SIZE

AS THE THICKNESS OF THE SMALLER OF THE TWO PIECES BEING

JOINED.

NOTE: A SECOND LOCKING POST

ASSEMBLY WILL BE REQUIRED

TO LOCK GATE OPEN. CONCRETE

AND CULVERT NOT REQUIRED.

%%UPERSPECTIVE VIEW

(LOCKING ASSEMBLY)

1/8 IN

1.5 IN

3/4 IN

1.5 IN

CASE HARDENED

STOCK CHAIN,

3/8 IN ROUND.

1/4 IN

1/4 IN

%%UMASTER PIN DETAIL

2 IN

3/8 IN

1 IN

%%ULOCK PIN

2 - #4

U.S.F.S. GATE DETAIL ALL DRAWINGS, NO SCALE

Forest Service BEARTOOTH RANGER DISTRICT

REGION 1 CULVERT DETAIL

06/2025 CP DS 26

D-11

DO NOT RAISE OUTLET

ABOVE ORIGINAL GROUND

OR STREAMBED. INSTALL

ENERGY DISSIPATER OR

OUTLET DITCH WHEN

SPECIFIED

ORIGINAL GROUND

OR STREAMBED

MINIMUM COVER PER

MANUFACTURER'S

SPECIFICATIONS

ROAD FINISHED GRADE

5% MINIMUM

CULVERT GRADE

ROAD C AHEAD STATION

SKEW 120°SKEW 60°

OUTLINE OF RIPRAP

WHEN SPECIFIED. SEE

DETAIL THIS SHEET

1V: 1.5H

"T"

<F

IL

IN

INSTALL RIPRAP

WHERE SPECIFIED

SECTION A-A

<FILL IN>

CULVERT

ROADWAY

FINISHED

RIPRAP

RIPRAP CLASS "T"

0 1'-0"

1 1'-6"

2 2'-6"

3 3'-0"

4 3'-6"

120°

CHECKED

DESIGNER

DRAWING TITLE

NO.

BY

REVISION DESCRIPTION

Forest Service BEARTOOTH RANGER DISTRICT

REGION 1 CULVERT DETAIL 2

06/2025 CP DS 27

D-12

1.5 X PIPE DIA.

OR 2' MIN.

OUTLET DRAIN TO

NATURAL GROUND.

INSTALL ENERGY

DISSIPATER OR OUTLET

DITCH WHEN

SPECIFIED.

MINIMUM COVER PER

MANUFACTURER'S

SPECIFICATIONS

ROAD FINISHED GRADE

5% MINIMUM

CULVERT GRADE

EXISTING DITCH

CUT SLOPE

CATCH BASIN

1V: 1H MAX.

OUTLINE OF HEADWALL

RIPRAP WHEN SPECIFIED.

SEE DETAIL THIS SHEET

OUTLINE OF CUT SLOPE

RIPRAP WHEN SPECIFIED.

SEE DETAIL THIS SHEET

1'-6"1'-6"

1 2 X

IA

1V: 1H MAX.

CATCH BASIN

INSTALL HEADWALL

RIPRAP WHERE

SPECIFIED

CULVERT

INSTALL CUT

SLOPE RIPRAP

WHERE SPECIFIED

ROAD C AHEAD STATION

SKEW 120°SKEW 60°

1.

X

IA

120°60

CHECKED

DESIGNER

DRAWING TITLE

NO.

BY

REVISION DESCRIPTION

REGION 1 FISHING PIER 2 & BANK PROTECTION

06/2025 DS JR 29

D14

ORDINARY HIGH WATER

DEPTH

LOW WATER DEPTH

PLACED LOG WITH ROOTBALL.

CLASS 4 RIPRAP WITH

SLASH 2:1 SLOPE

KEY IN LARGE RIPRAP

>24" BELOW ROOT BALL

NOTES:

1. EXCAVATE BANK TO DEPTH OF LOG PLACEMENT. PLACE LOG ROOT BALL AT OR SLIGHTLY BELOW LOW FLOW ELEVATION. EXCAVATE AT ROOT BALL AS NEEDED TO FIT. ROOTBALLS SHOULD BE INTERTWINED WITH THE ADJACENT ROOT BALL. CROSS TIE AND PIN

LOGS. COMPACT WITH MECHANICAL WHACKER TO ORIGINAL BANK HEIGHT.

2. SLOPE BANK FACE TO 2:1 SLOPE AND LINE WITH CLASS 4 RIPRAP.

3. PLACE EMBEDDED LOGS EVERY 20'

4. SLASH AND LOGS WILL BE SOURCED FORM CLEARING AND GRUBBING THE TRAIL TO THE LAKE

MAX 1' DEPTH

LAKE BANK PROTECTION

HIGH WATER 6" BELOW TOP OF CONCRETE

2X6 COMPOSITE DECKING

2X6 COMPOSITE DECKING

DOUBLE 2X10 PRESSURE TREATED RIM JOISTS

DOUBLE 2X10 PRESSURE TREATED RIM JOISTS

18" CONCRETE PIERS POURED IN GALVANIZED CULVERT BURY MINIMUM 3' BELOW GROUND SURFACE

APPROX. EXISTING GROUND SURFACE

6X8 PRESSURE TREATED GLUE-LAM

6X8 PRESSURE TREATED GLUE-LAM

3" PAVED RAMP 5% SLOPE OR LESS

6" COMPACTED DEPTH AGGREGATE

COMPOSITE FASCIA

18" CONCRETE PIERS POURED IN GALVANIZED CULVERT FORMS BURY MINIMUM 3' BELOW GROUND SURFACE

UNDISTURBED EARTH

PROFILE: FISHING PIER NOT TO SCALE

SIMPSON STRONG TIE GLB5D GALVANIZED BEAM SET OR APPROVED EQUAL. BOLTED CONNECTIONS.

SIMPSON STRONG TIE GLB5D GALVANIZED BEAM SET OR APPROVED EQUAL. BOLTED CONNECTIONS.

2X6 COMPOSITE CURB ALL SIDES

2X6 COMPOSITE CURB

2" DARK BROWN POWDER COATED STEEL RAIL WELDED CONNECTIONS

ATTACH WITH 2 BOLTS. BACK WITH 4"X8"X " 14" POWDER COATED STEEL PLATE.

WELDED CONNECTION

1/4" POWDER COATED STEEL ANGLE IRON PLATE BOTH SIDES

BOLTED CONNECTIONS

RAIL CONNECTIONS ALL POSTS

CONSTRUCTION NOTES: 1. RAIL POST CONNECTIONS SHALL BE ON ALL POSTS. CORNER CONNECTIONS SHALL BE WELDED IN A 90 DEGREE ANGLE TO FIT THE CORNER. 2. RAILS SHALL BE WELDED AND POWDER COATED. 3. ASPHALT CONCRETE ON THE APPROACH SHALL BE THE FULL WIDTH OF THE PIER. 4. THERE ARE NO RAILS OR CURBS ON THE APPROACH SIDE OF THE PIER. 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO ORDERING MATERIALS.

ANGLE IRON SIDE VIEW