4. Drawings.pdf

PROJECT LOCATION

PROJECT SITE

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

i COVER SHEET 6/20/2023

G-1 WILLOW CREEK TRAILHEAD SITE PLAN 6/20/2023

G-2 RECREATION POINT GROUP PICNIC SITE PLAN 6/20/2023

G-3 FORKS CAMPGROUND SITE PLAN 6/20/2023

G-4 SPRING COVE CAMPGROUND SITE PLAN 6/20/2023

G-5 DRY GULCH CAMPGROUND SITE PLAN 6/20/2023

G-6 DETAILS 1 6/20/2023

G-7 DETAILS 2 6/20/2023

BASS LAKE RECREATION SITES

FROM THE BASS LAKE RANGER DISTRICT OFFICE, TURN LEFT ON ROAD 225. AT THE TRAFFIC CIRCLE, TAKE

THE 3RD EXIT ONTO ROAD 274 AND STAY ON ROAD 274 FOR APPROXIMATELY 11 MILES. TURN LEFT ONTO

ROAD 222. CONTINUE ONTO ROAD 432 TO ARRIVE AT WILLOW CREEK TRAILHEAD.

FROM WILLOW CREEK TRAILHEAD, TURN RIGHT ONTO ROAD 432 AND TURN LEFT ONTO ROAD 222 TO ARRIVE

AT RECREATION POINT GROUP PICNIC SITE, FORKS CAMPGROUND, AND SPRING COVE CAMPGROUND.

STORM DAMAGE PROJECT

DISTRICT RANGER

RECOMMENDED BY:

DIRECTOR OF ENGINEERING

APPROVED:

DATE

FOREST ENGINEER

DATE

RO FACILITIES PROGRAM MANAGER

DATE

DATE

FOREST SUPERVISOR

DATE

6/2 1/2

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REGION 5

SIERRA NATIONAL FOREST

MADERA COUNTY

CALIFORNIA

INSTALL AC PAVEMENT PATCHING

(TOTAL 5 TONS)

G-6

NOTES:

1. THE FINAL LOCATION OF THE DISTURBED AREAS SHALL BE

DETERMINED IN THE FIELD BY THE FOREST SERVICE IN

COORDINATION WITH THE CONTRACTOR.

2. CLEAR AND DEMO BROKEN ASPHALT SECTION, REMOVE

STUMPS, DOWNED TREES, AND DEBRIS AND REMOVE OFF

FOREST SERVICE LAND.

3. INSTALL RIPRAP AT INLET/OUTLET OF EXISTING CULVERT.

INSTALL RECYCLED PLASTIC CAR STOP

(TOTAL 2 EA)

G-6

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

(R05)

PACIFIC SOUTHWEST REGION

BASS LAKE

RECREATION

SITES STORM

DAMAGE

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

WILLOW CREEK

TRAILHEAD SITE

PLAN

6/20/2023

CESAR S.

CESAR S.

ANTONIO C.

G-1 2 8

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HIGH WATER MARK

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10% MAX.

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5% MAX.

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COUNTY ROAD 432

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BASS LAKE

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COUNTY ROAD 432

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INSTALL AC PAVEMENT PATCHING

(TOTAL 1 TON)

G-6

NOTES:

1. THE FINAL LOCATION OF THE DISTURBED

AREAS SHALL BE DETERMINED IN THE

FIELD BY THE FOREST SERVICE IN

COORDINATION WITH THE CONTRACTOR.

2. CLEAR AND DEMO BROKEN ASPHALT

SECTION, REMOVE STUMPS, DOWNED

TREES, AND DEBRIS AND REMOVE OFF

FOREST SERVICE LAND.

INSTALL RECYCLED PLASTIC CAR STOP

(TOTAL 1 EA)

G-6

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

(R05)

PACIFIC SOUTHWEST REGION

BASS LAKE

RECREATION

SITES STORM

DAMAGE

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

RECREATION

POINT GROUP

PICNIC SITE PLAN

6/20/2023

CESAR S.

CESAR S.

ANTONIO C.

G-2 3 8

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RESTORE DRAINAGE FUNCTION - CLEAN OUT 25'X18"

CULVERT AND INSTALL CLASS 2 RIPRAP AT INLET/OUTLET

(TOTAL 1 EA)

G-6

NOTES:

1. THE FINAL LOCATION OF THE DISTURBED AREAS SHALL BE

DETERMINED IN THE FIELD BY THE FOREST SERVICE IN

COORDINATION WITH THE CONTRACTOR.

2. REMOVE STUMPS, DOWNED TREES, AND DEBRIS AND REMOVE

OFF FOREST SERVICE LAND.

3. CLEAN OUT EXISTING CULVERT AND INSTALL RIPRAP AT

INLET/OUTLET OF EXISTING CULVERT.

RESTORE DRAINAGE FUNCTION - CLEAN OUT 25'X18"

CULVERT AND INSTALL CLASS 2 RIPRAP AT INLET/OUTLET

(TOTAL 1 EA)

G-6

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

(R05)

PACIFIC SOUTHWEST REGION

BASS LAKE

RECREATION

SITES STORM

DAMAGE

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

FORKS

CAMPGROUND

SITE PLAN

6/20/2023

CESAR S.

CESAR S.

ANTONIO C.

G-3 4 8

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OLD LAKE ROAD

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18" CMP

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18" CMP

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RESTORE DRAINAGE FUNCTION - CLEAN OUT

25'X24" CULVERT AND INSTALL CLASS 2 RIPRAP

AT INLET/OUTLET

(TOTAL 1 EA)

G-6

INSTALL AC PAVEMENT PATCHING

(TOTAL 2 TONS)

G-6

NOTES:

1. THE FINAL LOCATION OF THE DISTURBED AREAS SHALL BE

DETERMINED IN THE FIELD BY THE FOREST SERVICE IN

COORDINATION WITH THE CONTRACTOR.

2. REMOVE STUMPS, DOWNED TREES, AND DEBRIS AND REMOVE

OFF FOREST SERVICE LAND.

3. CLEAN OUT EXISTING CULVERT AND INSTALL RIPRAP AT

INLET/OUTLET OF EXISTING CULVERT.

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

(R05)

PACIFIC SOUTHWEST REGION

BASS LAKE

RECREATION

SITES STORM

DAMAGE

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

SPRING COVE

CAMPGROUND

SITE PLAN

6/20/2023

CESAR S.

CESAR S.

ANTONIO C.

G-4 5 8

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NOTES:

1. THE FINAL LOCATION OF THE DISTURBED

AREAS SHALL BE DETERMINED IN THE

FIELD BY THE FOREST SERVICE IN

COORDINATION WITH THE CONTRACTOR.

2. CLEAR AND DEMO BROKEN ASPHALT

SECTIONS, STUMPS, DOWNED TREES, AND

DEBRIS AND REMOVE OFF FOREST

SERVICE LAND.

3. REPAIR DAMAGE ASPHALT ON PARKING

AND TRAILS.

4. CLEAN OUT EXISTING CULVERT AND

INSTALL RIRRAP AT INLET/OUTLET OF

EXISTING CULVERT.

5. INSTALL NEW 3-PANEL BULLETIN BOARD.

PROJECT AREA

G-6

G-7

G-7

G-7

G-6

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

(R05)

PACIFIC SOUTHWEST REGION

BASS LAKE

RECREATION

SITES STORM

DAMAGE

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

SPRING COVE

CAMPGROUND

SITE PLAN

6/20/2023

CESAR S.

CESAR S.

ANTONIO C.

G-5 6 8

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ASPHALT SURFACE

ANCHOR

1.5"

3"

24" STAKES. (MODEL #ANC12-3;

3 PER CAR STOP)

NOTES:

1. WHEEL STOPS, ANCHOR STAKES, AND WASHERS/SPACERS SHALL BE MANUFACTURED

BY PILOT ROCK: A REGISTERED TRADEMARK OF R.J. THOMAS MFG. CO., INC., P.O. BOX

946 CHEROKEE, IOWA 51012. (712) 225-5115. www.pilotrock.com.

· RECYCLED PLASTIC BROWN CAR STOPS, MODEL#: CSL-6PW OR APPROVED EQUAL BY

THE FOREST SERVICE. INSTALLATION SHALL BE ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS.

· THE WHEEL STOPS SHALL BE ANCHORED WITH THREE (3) 24" ANCHOR STAKES,

MODEL#: ANC12-3 STEEL ANCHOR STAKE SET FOR CAR STOPS OR APPROVED EQUAL

BY THE FOREST SERVICE. THE THREE (3) 24" ANCHOR STAKE SET IS NOT INCLUDED

WITH THE CAR STOPS AND IS ORDERED SEPARATELY.

· THREE (3) PCS. OF 3-1/2" DIAMETER X 3/16" THICK STEEL WASHER SHIMS/GROUND

SPACERS TO GO BELOW THE THREE ANCHOR HOLES (PART NO. 800-032) OR

APPROVED EQUAL BY THE FOREST SERVICE.

2. DRILL 5/8" DIA. HOLE THROUGH THE ASPHALT SURFACE AT EACH HOLE LOCATION TO

AVOID FRACTURING THE APHALT WHEN DRIVING IN THE STAKE. USE A HEAVY HAMMER

TO POUND THE STAKES INTO THE ASPHALT UNTIL THE HEAD OF THE STAKE IS LEVELED

WITH THE TOP OF THE CAR STOP. THE ANCHOR HOLES IN THE CAR STOPS ARE

PREDRILLED.

OVAL THRU HOLES

RECYCLED PLASTIC BROWN WHEEL STOP

PILOT ROCK MODEL CSL-6PW OR APPROVED

EQUAL BY THE FOREST SERVICE.

Ø3

" GROUND SPACERS

(PART NO. 800-032)

24" STAKES

(MODEL #ANC12-3)

CAR STOP

CAR STOP

G-6

NTS

ASPHALT SURFACE

G-6

NTS

NOTES:

1. FINAL GRADES AND SLOPES ON ROADS AND PARKING LOTS

SHALL BE APPROVED BY THE FOREST SERVICE.

2. PROVIDE 2'-4' CLEAR AREA UNLESS OTHERWISE SHOWN ON THE

PLANS.

3. WITHIN THE 2'-4' CLEARING, ONLY REMOVE VEGETATION

DESIGNATED FOR REMOVAL ON THE PLANS OR THAT MAY BE A

HAZARD TO VEHICULAR TRAFFIC.

4. PLACE AND COMPACT FILL MATERIAL.

5. GRADE AND PAVE NEW ASPHALT PATCHING SECTIONS.

1% - 4% SLOPE

2'-4'2'-4'

CLEARING WIDTH

V

E G

E T

A T

I O

N

C

L E

A R

I N

G

H

E I G

H T

VARIES

PROPOSED GRADING TO

MEET EXISTING SLOPE

3:1 MAX

PROPOSED GRADING TO

MEET EXISTING SLOPE

3:1 MAX

EXISTING SLOPE

3" THICK HOT

BITUMINOUS PLANT MIX

1' AGGREGATE

SHOULDER

(2' AT CULVERT

CROSSING)

6" COMPACTED AGGREGATE, BASE COURSE, GRADING B

COMPACTED TO 95% RELATIVE COMPACTION, ASSHTO T-99,

METHOD C OR D

1' AGGREGATE SHOULDER AT 5% SLOPE

(2' AT CULVERT CROSSING).

TYP.

12" COMPACTED SUBGRADE COMPACTED

TO 90% RELATIVE COMPACTION

FULL DEPTH AGGREGATE

SHOULDER

APPLY TAC COAT TO

DELETE SEAM LINE

BETWEEN EXISTING AND

NEW ASPHALT

PROPOSED ASPHALT

PAVEMENT PATCHING

1'

PROFILE

CULVERT

NTS

ISOMETRIC

NOTES:

1. INSTALL RIPRAP ON BOTH THE INLET AND OUTLET.

2. THE FULL LENGTH OF EXISTING CULVERTS TO REMAIN

SHALL BE FLUSHED AND CLEANED TO UNCLOG AND

RESTORE TO OPERATING CONDITIONS.

3. ALL STUMPS, DOWNED TREES, AND DEBRIS SHALL BE

REMOVED OFF FOREST SERVICE LAND.

4. GRADE AND PLACE RIP RAP AT 1:1 WHEN NOT

GRADING TO ROAD.

ROCK LINED DITCH

CULVERT OUTLET/INLET: PLACE CLASS II

RIPRAP TO TOP OF PIPE. COVER ENTIRE

EXPOSED AREA OF PIPE.

ROAD SHOULDER

PROFILE GRADE

CULVERT INLET/OUTLET

PLACE CLASS II RIPRAP

TO TOP OF PIPE. COVER

ENTIRE EXPOSED AREA

OF PIPE.

PLACE 2 CY OF RIP RAP

AROUND CULVERT

OUTLET TO TRANSITION

TO ROCK DISSIPATER

2.5'

4'

1'

CAMPGROUND

ROAD

INSTALL RIP RAP TO TOP OF

ASPHALT SURFACE

G-5

2'

CUT PIPE

END AT 45°

A

D

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F

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U

L

V

E

R

T

G-6

PROFILE GRADE

ROCK DISSIPATER

G-6

NTS

8 FT

2 FT

1.5 FT

E X

IS

T

IN

G

G R

A D

E

10 FT

4 FT

FLOW LINE OF DITCH

EDGE OF ROCKLINED DITCH

PLACE CLASS II

RIPRAP IN CHANNEL,

MIN. OF 1 FT THICK

FLOW LINE OF DITCH

EDGE OF ROCKLINED DITCH

LENGTH PER PLAN

NOTES:

1. THE FINAL LOCATION OF THE ROCK DISSIPATERS SHALL

BE DETERMINED IN THE FIELD BY THE FOREST SERVICE IN

COORDINATION WITH THE CONTRACTOR.

G-5

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

(R05)

PACIFIC SOUTHWEST REGION

BASS LAKE

RECREATION

SITES STORM

DAMAGE

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

DETAILS 1

6/20/2023

CESAR S.

CESAR S.

ANTONIO C.

G-6 7 8

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ASPHALT SURFACE TRAIL

G-7

NTS

EXISTING SLOPE

EXISTING SLOPE

4'-0"

Y

P

P

2% SLOPE

NOTES:

1. THE FINAL LOCATION OF THE HARDENED AGGREGATE SURFACE ORARS AND SURFACES SHALL

BE DETERMINED IN THE FIELD BY THE FOREST SERVICE IN COORDINATION WITH THE

CONTRACTOR.

2. SEE SECTION 02340 FOR REQUIREMENTS FOR HARDENED AGGREGATE SURFACES.

3. HARDENED AGGREGATE SURFACE ORARS AND SURFACES SHALL BE GRADED WITH SLOPE TO

DRAIN WITH NATURAL TOPOGRAPHY, BUT NOT TO EXCEED 2% IN ANY DIRECTION. THE RUNNING

SLOPE OF AN ORAR SHALL BE 5% OR LESS FOR ANY DISTANCE. 2% IS DESIRED. A GRADE UP TO

8.33% IS PERMITTED FOR UP TO 50FT OF AN ORAR. THE CROSS SLOPE OF AN ORAR SHALL BE

NO MORE THAN 2%.

4. THE DRAINAGE DIRECTION, GRADES, AND SLOPES SHALL BE COORDINATED IN THE FIELD

BETWEEN THE CONTRACTOR AND THE FOREST SERVICE. THE FINAL GRADES AND SLOPES

SHALL BE APPROVED BY THE FOREST SERVICE.

HARDENED AGGREGATE SURFACE SECTION

G-7

NTS

COMPACTED NATIVE SOIL

SUBGRADE

NATIVE SHOULDER BACKFILL

FLUSH W/ AGGREGATE SURFACE

MAXIMUM FINISHED SUBGRADE WIDTHS:

4' ORARS - 6'

OUTDOOR RECREATION ACCESS ROUTE (ORAR)/TRAIL

G-7

NTS

EXISTING GROUND

ASPHALT SURFACE TRAIL,

SEE DETAIL

G-6

5' 2'

SAW BRANCHES FLUSH

WITH TRUCK TO AVOID

STUBS (TYP.)

CLEARING LIMITS

CLEARING HEIGHT 10'

FULL BENCH

BALANCED BENCH

NOTES:

1. THE FINAL LOCATION OF THE TRAIL/ORAR SHALL BE DETERMINED

IN THE FIELD BY THE FOREST SERVICE IN COORDINATION WITH

THE CONTRACTOR.

2. ORARS SHALL BE GRADED WITH SLOPE TO DRAIN WITH NATURAL

TOPOGRAPHY, BUT NOT TO EXCEED 2% IN ANY DIRECTION. THE

RUNNING SLOPE SHALL BE 5% OR LESS FOR ANY DISTANCE. 2% IS

DESIRED. A GRADE UP TO 8.33% IS PERMITTED FOR UP TO 50FT OF

AN ORAR. THE CROSS SLOPE OF AN ORAR SHALL BE NO MORE

THAN 2%.

3. REMOVE ALL VEGETATION IN THE ORAR.

4. FOR SIDE SLOPES OF 5% TO 10%, BALANCE CUT AND FILL, SEE

BALANCED BENCH.

5. FOR SIDE SLOPES GREATER THAN 10%, ORAR TO BE ALL CUT, SEE

FULL BENCH.

6. FOR SIDE SLOPES LESS THAN 5%, ORAR TO MATCH GRADE OR BE

ALL FILL TO HELP DRAINAGE, SEE NO BENCH.

7. LONGITUDINAL SLOPE (RUNNING GRADE) SHOULD BE LESS THAN

HALF OF THE SIDE SLOPE OF THE HILLSIDE.

8. DO NOT REMOVE TREES OVER 6" IF THEY ARE OVER 3' FROM THE

CENTERLINE OF ORAR.

9. REMOVE TREES 6" OR LESS IN DIAMETER IF THEY ARE WITHIN 3' OF

CENTERLINE OF ORAR.

10. SAW BRANCHES FLUSH WITH TRUNK ANY TREE BRANCHES

EXTENDING INTO THE CLEARING LIMITS OF THE ORAR.

11. BRUSH EXTENDING INTO CLEARING LIMITS THAT IS OVER 12

INCHES IN HEIGHT AND 1/2 INCH IN DIAMETER SHALL BE CUT FLUSH

WITH THE MAIN STEM AT A BRANCH FOR OR AT GROUND LEVEL IF A

FORK MAIN STEM IS NONEXISTENT.

ORAR BED

ORAR BED

EXISTING GRADE

EXISTING GRADE

NO BENCH

ORAR BED

EXISTING GRADE

ORAR FG MATCH EG

ORAR FG MATCH EG

ORAR FG MATCH EG

2'

CUT

CUT

2" COMPACTED AGGREGATE,

SURFACE COURSE, GRADING C,

MIN. OF 90% COMPACTION USING A

VIBRATION PLATE COMPACTOR

4" COMPACTED AGGREGATE BASE

COURSE, GRADING B, MIN. OF 95%

COMPACTION, ASSHTO T-99,

METHOD C OR D

2% SLOPE

EXISTING SLOPE

EXISTING SLOPE

5'-0"

P

P

2% SLOPE

COMPACTED NATIVE SOIL

SUBGRADE

COMPACT FILL

3" ASPHALT CONCRETE

(PG 64-10)

3" COMPACTED AGGREGATE BASE

COURSE, GRADING B, MIN. OF 95%

COMPACTION, ASSHTO T-99,

METHOD C OR D

NOTES:

1. THE PROPOSED GRADES AND SLOPES SHALL MATCH THE EXISTING ASPHALT SURFACE TRAIL.

CONTRACTOR SHALL ONLY CHANGE THE GRADES AND SLOPES FOR PROPER DRAINAGE,

ACCESSIBILITY, AND TO DIRECT WATER RUNOFF AWAY FROM INTERPRETIVE SIGNS AND ALL

OTHER DEVELOPMENTS TO AVOID EROSION ISSUES.

2. THE FINAL LOCATION OF THE ASPHALT SURFACE TRAIL SHALL BE DETERMINED IN THE FIELD BY

THE FOREST SERVICE IN COORDINATION WITH THE CONTRACTOR.

3. THE DRAINAGE DIRECTION, GRADES, AND SLOPES SHALL BE COORDINATED IN THE FIELD

BETWEEN THE CONTRACTOR AND THE FOREST SERVICE. THE FINAL GRADES AND SLOPES SHALL

BE APPROVED BY THE FOREST SERVICE.

4. THE ASPHALT TRAIL SHALL BE GRADED WITH SLOPE TO DRAIN WITH NATURAL TOPOGRAPHY, BUT

NOT TO EXCEED 2%-5% RUNNING SLOPE AND 2% CROSS SLOPE. A RUNNING SLOPE UP TO 8.33%

IS PERMITTED FOR UP TO 50FT WITH RESTING INTERVALS PROVIDED AT DISTANCES OF NO MORE

THAN 50FT APART. REFERENCE THE FOREST SERVICE OUTDOOR RECREATION ACCESSIBILITY

GUIDELINES (FSORAG) FOR MORE INFORMATION.

5. DETAIL 1/G-5 APPLIES IF PATCHING A ROAD IS APPLICABLE.

PROPOSED ASPHALT PAVEMENT

PATHING

APPLY TAC COAT TO DELETE SEAM

LINE BETWEEN EXISTING AND NEW

ASPHALT

BULLETIN BOARD

G-7

NTS

SIGN INSTALLATION

HOT DIP GALVANIZED JOIST

HANGERS NAILED WITH

JOIST HANGER NAILS.

1) 6" X

6" POST

2) 3/8" X

5" GALV.

CARRIAGE BOLT

3) GALV. WASHER

4) 5/8" HOLE DRILLED

THROUGH SIGN PANEL

5) SIGN PANEL

48" X 48"

X 3/4"

6) GALV. WASHERS

7) GALV. NUT

8) JOIST HANGERS

9) 3"X6" CROSS BAR

10) RECESS (OPTIONAL)

NOTES:

1. ALL BOLTS AND METALS SHALL BE PAINTED IN ACCORDANCE WITH

SECTION 09900. COLOR SHALL BE "DARK CHOCOLATE" OR APPROVED

EQUAL BY THE FOREST SERVICE.

2. TITLES ON HEADERS AND FOOTERS SHALL BE AS SHOWN ON THE

DRAWINGS.

3. ALL RECYCLED PLASTIC SIGNS, HEADERS, FOOTERS AND CUSTOM

MAPS SHALL BE MANUFACTURED BY

WOOD PRODUCT SIGNS ROUTED RECYCLE PLUS, INC.,

4890 COUNTY ROAD 76, PARLIN, CO 81239.

(970) 641-1675 www.woodproductsigns.com OR APPROVED

EQUAL BY THE FOREST SERVICE.

4. ALL HOLES DRILLED MUST BE OVERSIZED A MINIMUM OF 1/8" TO 1/4"

THAN THE BOLT USED. THIS IS TO PREVENT THE SIGN FROM CRACKING.

5. BOLTS AND FASTENERS SHOULD BE LOOSELY FASTENED TO ALLOW

MOVEMENT OF EXPANSION OR CONTRACTION OF THE HDPE RECYCLED

PLASTIC SIGN MATERIAL.

4. THE WELCOME PANEL SHALL HAVE A CUSTOM MAP OF THE FACILITY.

THE CUSTOM MAP DESIGN AND LAYOUT WILL BE PROVIDED TO THE

SIGN MANUFACTURER BY THE FOREST SERVICE FOR PROCUREMENT

BY THE CONTRACTOR. THE CUSTOM MAP DESIGN AND LAYOUT,

INCLUDING THE LIST OF ACCESSIBLE CAMPSITES WILL BE FINALIZED

PER THE AS-BUILT DRAWINGS. CONTRACTOR SHALL SUBMIT PROOF TO

THE FOREST SERVICE FOR APPROVAL.

5. THE BULLETIN BOARDS SHALL BE CONSTRUCTED AS SHOWN ON THE

PLANS AND AS APPROVED IN THE FIELD BY THE FOREST SERVICE.

6. THE FINISH GRADE SHALL BE FLUSH WITH THE EXISTING PULL-OFF FOR

ACCESSIBILITY.

7. APPLY A 2% SLOPE IN ANY DIRECTION.

REGULATIONSINFORMATION

SIERRA SIERRA

48" 48"48"

48"

6"

6"

FOOTERS SHALL BE STANDARD F.S.

"YELLOW-CREAM" COLOR BACKGROUND W/

3" RAISED "BROWN" COLOR LETTERS.

WELCOME

DRY GULCH CAMPGROUND

48"

DRY GULCH

CAMPGROUND MAP

CUSTOM

SEE CUSTOM MAP

(1)

(1)

PLAN VIEW

CONSTRUCT HARDENED

AGGREGATE SURFACE AS SHOWN

ON EACH PLAN SHEET, SEE DETAIL

G-6

4"

4'-0"

7'-0"

3'-0"

10'-0"

WELCOME REGULATIONSINFORMATION

SIERRA SIERRA

6"

6"

1'-6"

4'-0" (TYP.)

4'-0" (TYP.)

2'-8"

COMPACTED

NATIVE SOIL

NATIVE SOIL

6'-3"

1'-0"

1" - 45° CHAMFER

JOIST HANGER

3"X6" DOUGLAS FIR CROSS BAR SHALL BE

PAINTED IN ACCORDANCE WITH SECTION 09900.

COLOR SHALL BE "DARK CHOCOLATE" OR

APPROVED EQUAL BY THE FOREST SERVICE.

(4) 3/4" RECYCLED PLASTIC PANELS, STANDARD

F.S. "BROWN" COLOR. SEE BELOW

10"

3'-0"

6"X6"X10' DOUGLAS FIR POSTS. PRESSURE

TREATED. STAIN IN ACCORDANCE WITH SECTION

09900. COLOR SHALL BE "DARK CHOCOLATE" OR

APPROVED EQUAL BY THE FOREST SERVICE.

EDGE OF ORAR

4'-1" (TYP.)

HEADER SHALL BE STANDARD F.S.

"YELLOW-CREAM" COLOR BACKGROUND W/

3" RAISED "BROWN" COLOR LETTERS.

S

L O

P E

2% SLOPE

4'-1" (TYP.)

1'-0"

6"X6"

POST

1'-0"

4'-1" (TYP.)

SIMPSON LUS26-2

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

(R05)

PACIFIC SOUTHWEST REGION

BASS LAKE

RECREATION

SITES STORM

DAMAGE

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

DETAILS 2

6/20/2023

CESAR S.

CESAR S.

ANTONIO C.

G-7 8 8

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