3. Plan Drawings.pdf

PROJECT LOCATION

SHEET OF

United States Department of Agriculture Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

i COVER SHEET 1/31/2024

G-1 LITTLE JACKASS CAMPGROUND SITE PLAN 1/31/2024

G-2 PLACER CAMPGROUND SITE PLAN 1/31/2024

G-3 ENTRANCE SIGN, BULLETIN BOARD, AND SIGN DETAILS 1/31/2024

G-4 CAMPSITE AND ROAD DETAILS 1/31/2024

G-5 PICNIC TABLE, FIRE RING, AND FOOD LOCKER DETAILS 1/31/2024

G-6 OUTDOOR RECREATION ACCESS ROUTES (ORAR)

DETAILS 1/31/2024

G-7 TRASH ENCLOSURE DETAILS 1/31/2024

G-8 BARRIER DETAILS 1/31/2024

G-9 DRAINAGE DETAILS 1/31/2024

G-10 CONSTRUCTION SIGNS 1/31/2024

APPROVED:

DISTRICT RANGER

DIRECTOR OF ENGINEERING DATE

RECOMMENDED BY:

FOREST ENGINEER

DATE

DATE

RO FACILITIES PROGRAM MANAGER

DATE

FOREST SUPERVISOR

DATE

2/4 /24

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REGION 5

SIERRA NATIONAL FOREST

MADERA COUNTY

CALIFORNIA

TRAVEL DIRECTIONS:

DISASTER FUNDS RECREATION SITE

FACILITIES PROJECT

PROJECT SITES

FROM THE BASS LAKE RANGER DISTRICT OFFICE, TURN LEFT ONTO RD 225/MINARETS RD AND AT THE TRAFFIC CIRCLE TAKE THE 2ND EXIT ONTO ROAD 225 TO MINARETS ROAD. STAY ON MINARETS ROAD/4S81 FOR APPROXIMATELY 35 MILES AND THEN TAKE A SLIGHT RIGHT ONTO ROAD 5S25 TO

ARRIVE AT PLACER CAMPGROUND. RETURN TO MINARETS ROAD AND TURN RIGHT. CONTINUE ON

MINARETS ROAD FOR APPROXIMATELY 2 MILES AND THEN TURN RIGHT ONTO ROAD 6S22 FOR 1 MILE TO

ARRIVE AT LITTLE JACKASS CAMPGROUND.

INSTALL ENTRANCE SIGN

(TOTAL 1 EA)

PROTECT EXISTING CREEK

SITE PLAN NOTES:

1. THE FINAL LOCATION OF THE PROPOSED CONSTRUCTED

FEATURES (I.E., FIRE RINGS, PICNIC TABLES, ENTRANCE

SIGN, ROAD, ETC.) SHALL BE DETERMINED IN THE FIELD

BY THE FOREST SERVICE IN COORDINATION WITH THE

CONTRACTOR.

2. SEE THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

3. CONSULT THE FOREST SERVICE REPRESENTATIVE IF

MINIMUM DISTANCES FROM TOILET BUILDING AND

CAMPSITES TO CREEK ARE NOT ALLOWED DUE TO

TERRAIN OR OTHER CONSTRAINTS. THE FOREST

SERVICE REPRESENTATIVE SHALL PROVIDE FINAL

DIRECTION ON DISTANCE.

4. THE PROPOSED GRADES AND SLOPES SHALL MATCH

THE EXISTING GRADES AND SLOPES OF THE EXISTING

ROADS, PARKING LOTS, AND PARKING SPURS.

CONTRACTOR SHALL ONLY CHANGE THE GRADES AND

SLOPES FOR PROPER DRAINAGE, ACCESSIBILITY, AND

TO DIRECT WATER RUNOFF AWAY FROM CAMPSITES,

ORARS, AND ALL OTHER DEVELOPMENT TO AVOID

EROSION ISSUES.

5. 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.

6. THE PROPOSED DRAINAGE STRUCTURES ARE

APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE

CONTRACTOR. THE FINAL LOCATION OF THE DRAINAGE

STRUCTURES SHALL BE APPROVED BY THE FOREST

SERVICE.

R O

AD

06S022

TO

RO

AD 04S081

INSTALL 1-PANEL BULLETIN BOARD (TOTAL 1 EA)

INSTALL FIRE RING (TYP.) (TOTAL 6 EA)

G-3

G-3

G-3

TOILET BUILDING IS NOT PART OF THIS

CONTRACT - SHOWN FOR REFERENCE ONLY

G-5

CONSTRUCT CAMPSITE (TYP.) (TOTAL 6 EA AND

2700 SQFT) 1

G-4

CONSTRUCT AN ADDITIONAL 1' OF CAMPSITE TO

ACCOMMODATE POST BARRIERS WHERE LIVING

AREA ABUTS ON BACK END OF PARKING SPUR TO

PREVENT VEHICLE OVERHANG (TYP.)

SITE 1

SITE 2

SITE 3

SITE 4

SITE 5

SI

TE

CONSTRUCT TENT PAD (TYP.) (TOTAL 6 EA AND

1536 SQFT)

G-4

CONSTRUCT PARKING SPURS (TYP.)

(TOTAL 6 EA AND 73 TONS)3

G-4

INSTALL CAMPSITE MARKER (TYP.) (TOTAL 6 EA)

G-5

INSTALL PICNIC TABLE (TYP.) (TOTAL 6 EA)

INSTALL STOP SIGN

(TOTAL 1 EA)

G-3

INSTALL HORIZONTAL BARRIERS (TYP.)

(TOTAL 5 EA)

G-9

CONSTRUCT DOUBLE LANE ROAD (TYP.)

(TOTAL 459 TONS)2

G-4

INSTALL FOOD LOCKERS (TYP.)

(TOTAL 6 EA)3

G-5

INSTALL POST BARRIERS (TYP.)

(TOTAL 143 EA)

G-8

CONSTRUCT STAMPED COLORED CONCRETE

ORAR (TYP.) (TOTAL 220 SQFT)2

G-6

25' M

IN. (T

YP.)

G-6

INSTALL ROCK BARRIERS (TYP.)

(TOTAL 124 EA)1

G-8

G-6

CONSTRUCT HARDENED AGGREGATE ORAR (TYP.)

(TOTAL 108 SQFT)

G-6

INSTALL ROCK DISSIPATER

(TOTAL 3 EA)

G-9

INSTALL ROCKLINED DITCH

(TYP.) (TOTAL 230 LF)

G-9

INSTALL OUTLET (TYP.) (TOTAL 3 EA)

INSTALL 18" DIA. CULVERT (TYP.)

(TOTAL 1 EA)1

G-9

G-9

G-6

G-8

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

DISASTER FUNDS

RECREATION SITE

FACILITIES

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

LITTLE JACKASS

CAMPGROUND

SITE PLAN

1/31/2024

CESAR S.

CESAR S.

ANTONIO C.

G-1 2 11

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R O

AD

6S

1Y

G-6

INSTALL ENTRANCE SIGN (TOTAL 1 EA)

INSTALL FIRE RING (TYP.) (TOTAL 7 EA)

INSTALL PICNIC TABLE (TYP.) (TOTAL 7 EA)

INSTALL CAMPSITE MARKERS (TYP.)

(TOTAL 7 EA)

G-3

G-8

G-3

G-5

G-5

G-3

PROTECT EXISTING CREEK

CONSTRUCT STAMPED COLORED

CONCRETE ORAR (TYP.)

(TOTAL 220 SQFT)

0'

MIN

G-7

CONSTRUCT CAMPSITE (TYP.) (TOTAL 7 EA

AND 3150 SQFT) 1

G-4

CONSTRUCT AN ADDITIONAL 1' OF CAMPSITE

TO ACCOMMODATE POST BARRIERS WHERE

LIVING AREA ABUTS ON BACK END OF PARKING

SPUR TO PREVENT VEHICLE OVERHANG (TYP.)

SI

TE

SITE 7 SITE 2

SITE 3

SI

TE

SITE 5

INSTALL POST BARRIERS (TYP.)

(TOTAL 155 EA)

G-8

INSTALL ROCK BARRIERS (TYP.)

(TOTAL 147 EA)

INSTALL FOOD LOCKERS (TYP.)

(TOTAL 7 EA)3

G-5

SI

TE

TOILET BUILDING IS NOT PART OF THIS

CONTRACT - SHOWN FOR REFERENCE ONLY

INSTALL 1-PANEL BULLETIN BOARD

(TOTAL 1 EA)

CONSTRUCT DOUBLE LANE ROAD (TYP.)

(TOTAL 781 TONS)2

G-4

CONSTRUCT TENT PAD (TYP.) (TOTAL 7 EA AND

1792 SQ FT) 1

G-4

G-4

CONSTRUCT PARKING SPURS (TYP.)

(TOTAL 7 EA AND 85 TONS)

G-7

G-6

INSTALL STOP SIGN (TOTAL 1 EA)

G-3

25'

MIN.

G-6

CONSTRUCT TRASH ENCLOSURE (TOTAL 1 EA)

SITE PLAN NOTES:

1. THE FINAL LOCATION OF THE PROPOSED CONSTRUCTED

FEATURES (I.E., FIRE RINGS, PICNIC TABLES, ENTRANCE

SIGN, ROAD, ETC.) SHALL BE DETERMINED IN THE FIELD

BY THE FOREST SERVICE IN COORDINATION WITH THE

CONTRACTOR.

2. SEE THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

3. CONSULT THE FOREST SERVICE REPRESENTATIVE IF

MINIMUM DISTANCES FROM TOILET BUILDING AND

CAMPSITES TO CREEK ARE NOT ALLOWED DUE TO

TERRAIN OR OTHER CONSTRAINTS. THE FOREST

SERVICE REPRESENTATIVE SHALL PROVIDE FINAL

DIRECTION ON DISTANCE.

4. THE PROPOSED GRADES AND SLOPES SHALL MATCH

THE EXISTING GRADES AND SLOPES OF THE EXISTING

ROADS, PARKING LOTS, AND PARKING SPURS.

CONTRACTOR SHALL ONLY CHANGE THE GRADES AND

SLOPES FOR PROPER DRAINAGE, ACCESSIBILITY, AND

TO DIRECT WATER RUNOFF AWAY FROM CAMPSITES,

ORARS, AND ALL OTHER DEVELOPMENT TO AVOID

EROSION ISSUES.

5. 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.

6. THE PROPOSED DRAINAGE STRUCTURES ARE

APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE

CONTRACTOR. THE FINAL LOCATION OF THE DRAINAGE

STRUCTURES SHALL BE APPROVED BY THE FOREST

SERVICE.

INSTALL OUTLET (TYP.)

(TOTAL 3 EA)

G-9

INSTALL ROCKLINED DITCH (TYP.)

(TOTAL 200 LF)

G-9

INSTALL ROCK DISSIPATER (TYP.)

(TOTAL 3 EA)

G-9

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

DISASTER FUNDS

RECREATION SITE

FACILITIES

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

PLACER

CAMPGROUND

SITE PLAN

1/31/2024

CESAR S.

CESAR S.

ANTONIO C.

G-2 3 11

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RECESSED NUT DETAIL FOR

1/2" CARRIAGE BOLTS THAT

CONNECT THE 8"X8" POSTS

TOGETHER.

ENTRANCE SIGN 1

G-3NTS

NOTES:

1. THE FOREST SERVICE SHALL FURNISH THE RECYCLED PLASTIC RECREATION SITE SIGN, USDA

CREDIT LINE, AND SHIELD AND CONTRACTOR SHALL INSTALL AS SHOWN ON THE DRAWINGS.

2. THE MAXIMUM SPACE BETWEEN THE 3"X6" CROSSPIECE BOARDS

SHOULD BE NO MORE THAN 3-1/2" FEET.

3. 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.

4. BOLTS AND FASTENERS SHOULD BE LOOSELY FASTENED TO

ALLOW MOVEMENT OF EXPANSION OR CONTRACTION OF THE

HDPE RECYCLED PLASTIC SIGN MATERIAL.

5. ALL ROUND HEAD CARRIAGE BOLTS SHALL BE GALVANIZED.

PAINTED SURFACE SHALL BE ETCHED PRIOR TO PAINTING.

6. ALL BOLTS AND METALS SHALL BE PAINTED IN ACCORDANCE

WITH SECTION 09900. COLOR SHALL BE "DARK CHOCOLATE"

UNLESS DIRECTED OTHERWISE BY THE FOREST SERVICE. APPLY

TWO COATS OF PRIMER AND TWO COATS OF DIRECT TO METAL

PAINT TO ALL METAL AND HARDWARE. PRIMER SHALL BE "PRO

INDUSTRIAL DTM PRIMER".

7. THE FINAL LOCATION OF THE ENTRANCE SIGN SHALL BE

DETERMINED IN THE FIELD BY THE FOREST SERVICE IN

COORDINATION WITH THE CONTRACTOR.

8. FINISH GRADE SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION.

SINGLE SIGN INSTALLATION (USDA CREDIT LINE AND RECREATION SITE SIGN)

SINGLE SIGN INSTALLATION (SHIELD)

63"

8"

55"

40"

6"

5'-6"

6'-6"

8'-0"

1'-0"

10'

9'

1 1/2"

U.S. DEPARTMENT OF AGRICULTURE

2'-6"

R=7"

3"X6" TREATED D.F CROSS

BAR W/ JOIST HANGERS SHALL

BE PAINTED IN ACCORDANCE

WITH SECTION 09900. COLOR

SHALL BE "DARK CHOCOLATE"

OR APPROVED EQUAL BY THE

FOREST SERVICE.

1/2" ROUND HEAD

CARRIAGE BOLTS.

COUNTERSUNK AND

RECESSED NUT.

(1) USDA CREDIT LINES "P-43,

5-1/2"X43" RECYCLED PLASTIC"

BOLTED TO 2"X4" CROSS BAR W/

3/8" ROUND HEAD CARRIAGE

BOLTS

8"x8" CEDAR POSTS W/ 1"

45° CHAMFER EDGES.

APPLY A CLEAR STAIN.

ALIGN POST PARALLEL TO

SIGNS. REFERENCE NOTE

11 IN DETAIL 4/G-3.

(1) SHIELD "S-12, 12"

RECYCLED PLASTIC" BOLTED

TO POSTS W/ 3/8" ROUND

HEAD CARRIAGE BOLTS. TO

BE INSTALLED ON POST

CLOSEST TO ROAD.

(1) RS-2 RECYCLED

PLASTIC SIGN, SEE

BELOW.

FRONT ELEVATION SECTION VIEW

PLAN VIEW

LEVEL FINISHED GRADE AROUND SIGN

AND MULCH ALL DISTURBED AREAS

32"

COMPACTED

NATIVE SOIL

NATIVE SOIL

COMPACTED

NATIVE SOIL

NATIVE SOIL

1/2"

2'-6" 1'-0"

18"

80°

RS-2 SIGN DIMENSIONS

(1) RS-2 RECYCLED

PLASTIC SIGN, SEE

BELOW

(1) USDA CREDIT

LINES "P-43, 5-1/2"X43"

RECYCLED PLASTIC"

BOLTED TO 2"X4"

CROSS BAR W/ 3/8"

ROUND HEAD

CARRIAGE BOLTS

4'

4" 18"

BREAKAWAY HOLES

3" SIZE. (TYP.)

EX. ROAD

1/4" MAX.

2" X 4" TREATED D.F. CROSS

BAR WITH JOIST HANGERS

CAMPGROUND

SIERRA

CAMPGROUND

SIERRA

1 2

1) POST

8"X8"

2) GALV. CARRIAGE BOLT

3/8" (CREDIT LINE)

3/8" (SITE SIGN)

3) GALV. WASHER

4) SIGN PANEL

5-1/2"X43"X3/4" (CREDIT LINE)

40"X63"X3/4" (SITE SIGN)

5) GALV. WASHERS

6) CROSSPIECE BOARDS

2"X4" (CREDIT LINE)

3"X6" (SITE SIGN)

7) JOIST HANGERS

8) GALV. NUT

1) POST

8"X8"

2) GALV. CARRIAGE BOLT

3/8"

3) GALV. WASHER

4) SIGN PANEL

12" SHIELD

5) GALV. WASHERS

6) GALV. NUT

BULLETIN BOARD 2

G-3NTS

SIGN INSTALLATION

101) 6"X6" POST

2) 3/8"X5" GALV.

CARRIAGE BOLT

3) GALV. WASHER

4) 5/8" HOLE DRILLED

THROUGH SIGN PANEL

5) SIGN PANEL

48"X48"X3/4"

6) GALV. WASHERS

7) GALV. NUT

8) JOIST HANGERS

9) 3"X6" CROSS BAR

10) RECESS (OPTIONAL)

NOTES:

1. ALL RECYCLED PLASTIC SIGNS 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.

2. 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.

3. BOLTS AND FASTENERS SHOULD BE LOOSELY FASTENED TO ALLOW MOVEMENT OF EXPANSION

OR CONTRACTION OF THE HDPE RECYCLED PLASTIC SIGN MATERIAL.

4. ALL BOLTS AND METALS SHALL BE PAINTED IN ACCORDANCE WITH SECTION 09900. PAINTED

SURFACES SHALL BE ETCHED PRIOR TO PAINTING. COLOR SHALL BE "DARK CHOCOLATE"

UNLESS DIRECTED OTHERWISE BY THE FOREST SERVICE. APPLY TWO COATS OF PRIMER AND

TWO COATS OF DIRECT TO METAL PAINT TO ALL METAL AND HARDWARE. PRIMER SHALL BE "PRO

INDUSTRIAL DTM PRIMER".

5. THE FINAL LOCATION OF THE BULLETIN BOARDS SHALL BE DETERMINED IN THE FIELD BY THE

FOREST SERVICE IN COORDINATION WITH THE CONTRACTOR.

7. FINISH GRADE SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION AND SHALL BE FLUSH WITH THE

OUTDOOR RECREATION ACCESS ROUTES (ORARS) FOR ACCESSIBILITY.

8. TITLES ON HEADERS AND FOOTERS SHALL BE AS SHOWN ON THE DRAWINGS.

4"

4'-0"

7'-0"

3'-0"

10'-0"

SIERRA

6" 6"

1'-6"

4'-1" (TYP.)

2'-8"

COMPACTED NATIVE SOIL

NATIVE SOIL

1" - 45° CHAMFER

INFORMATION

SIERRA

JOIST HANGER

3"X6" DOUGLAS FIR

CROSS BAR

3/4" RECYCLED PLASTIC SINGLE

PANEL, SEE BELOW

6"X6"X10' DOUGLAS FIR POSTS. PRESSURE

TREATED. STAIN IN ACCORDANCE WITH

SECTION 09900. COLOR SHALL BE "DARK

CHOCOLATE" OR APPROVED EQUAL BY

FOREST SERVICE.

48"

PANELS NOTES:

1. EACH PANEL SHALL BE MADE OF RECYCLED HDPE PLASTIC

3/4" THICK, STANDARD F.S. "BROWN" COLOR..

2. EACH PANEL SHALL HAVE A 6" HEADER. HEADERS SHALL

CONTAIN TITLES AS SHOWN IN 3" TEXT. HEADERS SHALL BE

STANDARD F.S. "YELLOW-CREAM" COLOR BACKGROUND W/

RAISED "BROWN" COLOR LETTERS.

3. EACH PANEL SHALL HAVE A 6" FOOTER. FOOTERS SHALL

HAVE NAME OF FOREST (SIERRA NATIONAL FOREST).

FOOTERS SHALL BE STANDARD F.S. "YELLOW-CREAM" COLOR

BACKGROUND W/ 3" RAISED "BROWN" COLOR LETTERS.

6"X6" POST1'-0"

1'-0"

5'-0"

FOOTER

HEADER

48"

6"

6"

PLAN VIEW

FRONT ELEVATION

SINGLE PANEL

7'-0"

2% SLOPE IN ANY DIRECTION

2' RADIUS

INFORMATION

EDGE OF ORAR

10"

3'-0"

LITTLE JACKASS PLACER

U-SHAPED HOT-DIP GALVANIZED JOIST

HANGERS SIZED FOR ROUGH SAWN LUMBER.

SECURE WITH SIMPSON #SD 9 CONNECTOR

SCREWS. FACE SCREW USING 11

2" SCREWS.

TOE SCREW USING 21

2" SCREWS.

#9 - 11

2" SCREWS

TYP

#9 - 21

2" SCREWS

G-6

CONSTRUCT STAMPED COLORED

CONCRETE

CONSTRUCT HARDENED AGGREGATE

SURFACE 12" BEYOND LIMIT OF

CONCRETE

G-6

#9 - 11

2" SCREWS

TYP

#9 - 21

2" SCREWS

U-SHAPED HOT-DIP GALVANIZED JOIST

HANGERS SIZED FOR ROUGH SAWN LUMBER.

SECURE WITH SIMPSON #SD 9 CONNECTOR

SCREWS. FACE SCREW USING 11

2" SCREWS.

TOE SCREW USING 21

2" SCREWS.

G-3NTS

STOP

4" 30"

30"

7'-10"

4'-0"

11'-10"

6"

6"

1'-6"

STOP SIGN (R1-1)

NOTE 1

NOTE 7

EP

5' MIN

STOP SIGNS SIGN AND POST INSTALLATION NOTES 4

G-3NTS

NOTE 2, SIGN AND POST

INSTALLATION NOTES

G-3

SIGN INSTALLATION

1) CARRIAGE BOLT (3/8")

2) GALV. WASHER

3) SIGN

4) POST (6"X6")

5) METAL WASHERS

6) NUT

7) RECESS (OPTIONAL)

NOTES:

1. ALL SIGN POSTS SHALL HAVE 1" 45° CHAMFER ON TOP END OF POST,

UNLESS NOTED OTHERWISE.

2. ALL CARRIAGE BOLTS SHALL BE 3/8"; ROUND HEAD, INSTALLED PER THE

SIGN INSTALLATION DETAIL.

3. ALL POSTS SHALL BE 6"X6" AND STAINED IN ACCORDANCE WITH THE

SPECIFICATIONS, UNLESS NOTED OTHERWISE. COLOR SHALL BE "DARK

CHOCOLATE" OR APPROVED EQUAL BY THE FOREST SERVICE.

4. ALUMINUM SIGNS 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.

5. ALL ALUMINUM SIGNS SHALL BE COVERED WITH 3M ANTI-GRAFFITI FILM

OR EQUIVALENT FOR SNOW PROTECTION - COVER THE ENTIRE FACE OF

THE SIGN AND FOLD 2" TO COVER THE BACK OF THE SIGN.

6. ALL POSTS SHALL BE SECURED BY COMPACTED NATIVE SOIL AROUND

THE BASE OF THE POST.

7. THE FINAL LOCATION OF THE SIGNS SHALL BE DETERMINED IN THE FIELD

BY THE FOREST SERVICE IN COORDINATION WITH THE CONTRACTOR.

8. BREAKAWAY HOLES SHALL BE PERPENDICULAR TO THE DIRECTION OF

VEHICLE TRAVEL. TREAT BREAKAWAY HOLES WITH PRESERVATIVE.

9. ALL SIGNS SHALL BE INSTALLED 2' MIN FROM EDGE OF ASPHALT.

CAMPING UNIT SIGNS SHALL BE INSTALLED EVEN WITH BOLLARDS.

11. SIGN POSTS SHALL BE MANUFACTURED BY: PERMAPOST PRODUCTS CO.,

4205 SE WITCH HAZEL RD, HILLSBORO, OREGON 97123. ATTENTION JAYNE

BOND OR BRUCE LIPPS. 503-619-0212 OR SALES.PERMAPOST@GMAIL.COM.

SEE SPECIFICATIONS.

12. TREAT ALL FIELD CUTS AND BOREHOLES WITH COPPER NAPTHENATE (OR

APPROVED EQUAL). SEE SPECIFICATIONS.

NOTES 3 AND 11

4"

18"

BREAKAWAY HOLES

2" SIZE. (TYP.)

2'

MIN

CAMPSITE MARKER

NTS

FRONT VIEW SIDE VIEW

3'-0"

3'-0"

1'-6"

6"

6"

6'-0"

3'-0"

1'-6"

6"

6"

3"

5"

ATTACH 5-1/2" REFLECTIVE

ALUMINUM CAMPSITE

MARKER SIGNS TO 60° ON

CAMPSITE MARKER POST,

SEE SIGN DETAIL ABOVE.

GALVANIZED STEEL CLIP,

FASTEN WITH LOWER MARKER

NAIL , PAINT PER SECTION 09900

NOTE 7

NOTES 3 AND 11

NOTES:

1. CAMPSITE MARKERS HEIGHT SHALL BE

MEASURED FROM THE TOP OF ROAD

ADJACENT TO THE MARKER.

2. ATTACH SIGN TO CAMPSITE MARKER POST

WITH (2) 1/8"x2-1/2" STAINLESS STEEL TAMPER

PROOF SCREWS.

3. SIGN SHALL HAVE 3M HIGH INTENSITY

PRISMATIC WHITE BACKGROUND, COVERED

WITH FOREST SERVICE FEDERAL SPEC

BROWN.

4. MARKER POST SHALL BE SET 2' MIN FROM

EDGE OF ROAD AND PARKING SPUR.

5. REFERENCE SIGN AND POST INSTALLATION

NOTES, DETAIL 4/G-3.

5-1/2"

5-1/2"

1/2"

1/4"

3/16" HOLE

2'

MIN

EDGE OF

ROAD

3'-0"

6'-0"

2'

MIN

TOP OF

ROAD

8 3"

G-3

NOTE 5

AND 6

NOTES 5 AND 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

DISASTER FUNDS

RECREATION SITE

FACILITIES

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

ENTRANCE SIGN,

BULLETIN BOARD, AND

SIGN DETAILS

1/31/2024

CESAR S.

CESAR S.

ANTONIO C.

G-3 4 11

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CAMPSITE 1

G-4

4' MIN.

4' MIN.

5' TYP.

4' MIN.

4' MIN.

5' TYP.

4' MIN.

7' TYP.

EX. TREE

EX. ROCK

5' TYP.

FOOD LOCKER, SEE

PLANS FOR LOCATION

16' TYP.

16' TYP. 18' TYP.

25' TYP.

HARDENED

AGGREGATE

SURFACE

TENT PAD

SEE PLANS

FOR

LOCATION

LIVING AREA

FIRE RING

PICNIC TABLE

G-6

G-5

G-5

G-5

COMPACTED NATIVE SOIL,

SCARIFY 3", REMOVE ROCKS, LEVEL

AND RE-COMPACT TO STABILIZE

NOTES:

1. LIVING AREAS, PICNIC TABLES, FIRE RINGS, FOOD LOCKERS, AND TENT PADS SHALL BE CONSTRUCTED AS

SHOWN ON THE PLANS AND AS APPROVED IN THE FIELD BY THE FOREST SERVICE REPRESENTATIVE.

2. LIVING AREAS AND TENT PADS SHALL BE STABILIZED AND GRADED WITH SLOPE TO DRAIN WITH NATURAL

TOPOGRAPHY, BUT NOT EXCEED 2% IN ANY DIRECTION.

3. RETAIN EXISTING VEGETATION WHEN IT DOES NOT CONFLICT WITH GRADING.

4. MAINTAIN A 5 FT. MINIMUM HORIZONTAL DISTANCE AND A 20 FT. MINIMUM VERTICAL DISTANCE BETWEEN

CAMPFIRE RING AND VEGETATION.

5. GRADE SO RUNOFF WATER SHEET DRAINS ACROSS LIVING AREAS AND TENT PADS.

6. ADJUST PERIMETER OF THE SITE AS NEEDED TO ACCOMMODATE MINIMUM CLEARANCES SHOWN ON THE

DRAWINGS.

7. TENT PADS SHALL BE CONSTRUCTED ADJACENT TO LIVING AREAS, HOWEVER DUE TO SITE

RESTRICTIONS, TENT PADS MAY BE SEPARATED FROM THE LIVING AREA AND CONNECTED TO THE LIVING

AREA BY A GRADED HARDENED AGGREGATE ORAR.

8. LIVING AREAS SHALL BE CONSTRUCTED ADJACENT TO PARKING SPURS, HOWEVER DUE TO SITE RESTRICTIONS, SOME LIVING AREAS MAY BE CONSTRUCTED AWAY FROM PARKING SPURS AND THEN

CONNECTED WITH A GRADED HARDENED AGGREGATE ORAR AS REQUIRED.

9. CUT OR FILL SLOPES SHALL NOT EXCEED 2:1

10. ALL SINGLE SITE LIVING AREAS WILL BE A MINIMUM OF 450 SQ FT., UNLESS NATURAL OBJECTS ARE

INCORPORATED THAT CHANGE THE SQUARE FOOTAGE WHILE STILL MAINTAINING ALL REQUIRED MINIMUM

CLEAR SPACES.

11. ALL TENT PADS WILL BE A MINIMUM OF 256 SQ FT.

12. EDGE OF CLEARING LIMITS - 18" MIN. FROM THE EDGE OF TENT PADS AND LIVING AREAS.

13. IF SITE CONDITIONS DO NOT ALLOW THE FOOD LOCKERS TO BE LOCATED AT THE LOCATIONS SHOWN ON

THE PLANS, LOCATE THE FOOD LOCKERS AWAY FROM THE TENT PADS TO THE EXTENT POSSIBLE FOR

SAFETY.

NTS

PLAN VIEW

EX. TREE

ADD ADDITIONAL 1' TO ACCOMMODATE

POST BARRIERS WHERE LIVING AREA

ABUTS END OF PARKING SPUR

ADD ADDITIONAL 1' TO ACCOMMODATE

POST BARRIERS WHERE LIVING AREA

ABUTS END OF PARKING SPUR

REQUIRED CLEAR SPACE:

NATURAL OBJECTS MAY BE INCORPORATED INTO THE

CAMPSITE LIVING SPACE AND TENT PAD, AS LONG AS THE

MINIMUM 4 FT OF CLEAR SPACE IS MAINTAINED AROUND

THE PICNIC TABLE AND FIRE RING.

G-4

R=30' TYP.

VARIES,

R=5' TYP.

' L

ONG

13' WIDE

HORIZONTAL BARRIER OR POST

BARRIERS, SEE PLAN FOR LAYOUT

LIVING AREA AND TENT PAD,

SEE PLAN SHEETS FOR LAYOUT

ROCK AND POST BARRIERS,

SEE PLAN FOR LAYOUT

VARIES 30°-60°, SEE PLAN

SE

E

PL

AN

A

ND N

OTE

CAMPSITE MARKER TO BE ALIGNED

WITH START OF CURVE RADIUS

AND BARRIER POSTS. CAMPSITE

MARKER NUMBER SHALL FACE THE

ROAD.

(TYP.)

CONSTRUCTION STA POINT

15' LONG X 13' WIDE

SEE PLAN AS SHOWN ON PLAN

ROAD DRIVEWAY PARKING AREA

4" AGGREGATE BASE

COURSE ROAD

COMPACTED NATIVE

SOIL/UNDISTURBED

NATIVE OR

STRUCTURAL FILL

EX. TREE

EX. TREE

1' AGGREGATE SHOULDER (TYP.)

TRAFFIC FLOW

PROFILE

PLAN VIEW

FINISHED GRADE, 3: 1 TYP.,

2:1 MAX. SLOPE

USE ROCK BARRIERS AS SHOWN AT

PARKING SPURS TO HOLD CORNERS

NOTES:

1. SEE PLAN SHEETS FOR LAYOUT OF PARKING SPURS, LIVING AREAS, TENT PADS, ROCKS, POSTS AND HORIZONTAL

BARRIERS.

2. CONSULT FOREST SERVICE REPRESENTATIVE FOR FINAL GRADES AND SLOPES.

3. THE RADIUS OF THE INTERIOR ANGLE OF THE PARKING SPUR SHALL TYPICALLY BE 5'. HOWEVER, WHERE IMPRACTICAL

THE RADIUS SHALL BE 2' MIN.

4. WHERE THE LIVING AREA IS ADJACENT TO A PARKING SPUR, THE SURFACE OF THE LIVING AREA SHALL BE FLUSH WITH

THE SURFACE OF THE PARKING SPUR.

5. CAMPSITE MARKER SHALL BE LOCATED ON OUTER RADIUS ON PULL IN PARKING SPURS. SEE PLANS FOR CAMPSITE

MARKER LOCATIONS.

6. THE RUNNING SLOPE OF DRIVEWAYS SHALL BE NO MORE THAN 8.33% FOR NO MORE THAN 50 FEET. THE CROSS-SLOPE

ON DRIVEWAYS SHALL NOT EXCEED 3%. THE SLOPE OF THE PARKING AREA SHALL NOT EXCEED 2% IN ANY DIRECTION.

WHERE SITE CONDITIONS ALLOW, THE SLOPE OF PARKING SPURS (BOTH THE DRIVEWAY AND PARKING AREA) SHALL

NOT EXCEED 2% IN ANY DIRECTION.

EXCEPTION 1: A RUNNING SLOPE OF UP TO 10% FOR DRIVEWAYS IS PERMITTED FOR UP TO 30 FEET.

EXCEPTION 2: IF EXCEPTION 1 CANNOT BE MET BECAUSE ONE OR MORE CONDITIONS FOR DEPARTURE IN SECTION 1.1 OF FSORAG EXISTS, A RUNNING SLOPE OF NO MORE THAN 10% IS PERMITTED FOR NO MORE THAN

50 FEET.

7. WHERE TERRAIN DOES NOT ALLOW FOR A 30-60 DEG ANGLE, DESIGN A WIDER OUTSIDE RADIUS INTO THE DRIVEWAY

OF THE PARKING SPUR TO FACILITATE PARKING.

8. WHERE TERRAIN, VEGETATION, AND NATURAL FEATURES SUCH AS CREEKS DOES NOT ALLOW FOR THE 40' LENGTH OF

PARKING SPURS, CONSULT THE FOREST SERVICE TO DETERMINE FINAL LENGTHS.

9. THE FINAL LOCATION, ANGLE, AND DIMENSIONS OF THE PARKING SPURS SHALL BE DETERMINED IN THE FIELD BY THE

FOREST SERVICE IN COORDINATION WITH THE CONTRACTOR.

G-3

G-8

G-8

SEE PLAN

G-8

20'-22' WIDE 25' LONG X 13' WIDE

FINISHED GRADE, 3: 1 TYP.,

2:1 MAX. SLOPE1% MIN, 2% MAX

PARKING SPUR

NTS

G-4

2'

1% MIN, 8.33% MAX

SEE NOTE 6

ROAD SECTION 2

G-4NTS

NOTES:

1. WITHIN THE 2' CLEARING, ONLY REMOVE

VEGETATION DESIGNATED FOR REMOVAL ON THE

PLANS OR THAT MAY BE A HAZARD TO VEHICULAR

TRAFFIC.

2. THE CROWN IN THE ROAD SURFACE MAY BE

REQUIRED FOR PROPER DRAINAGE. FOREST

SERVICE REPRESENTATIVE AND CONTRACTOR TO

FIELD VERIFY.

2% CROSS SLOPE

2'

EXISTING SLOPE

PROPOSED GRADING TO

MEET EXISTING SLOPE

2:1 MAX

PROPOSED GRADING TO

MEET EXISTING SLOPE

2:1 MAX

EXISTING SLOPE

4" COMPACTED AGGREGATE

SURFACE COURSE, GRADING

D TO 95%

1' AGGREGATE

SHOULDER

(2' AT CULVERT

CROSSING)

CLEARING WIDTH

(C

LE

AR

IN

G H

EI

G

H T)

SEE PLAN FOR ROADWAY WIDTHS

1' AGGREGATE SHOULDER AT 5% SLOPE

(2' AT CULVERT CROSSING).

12' SINGLE LANE

20' MIN. - 22' MAX. DOUBLE LANE

COMPACTED NATIVE SOIL/UNDISTURBED NATIVE

OR STRUCTURAL FILL (ACCEPTED NATIVE)

COMPACTED TO 92%

ROADWAY WIDTH

PLUS 1' EACH SIDE

2'

(SEE PLAN FOR SLOPE DIRECTION)

G-9

ROCK LINED DITCH MAY APPLY,

FOREST SERVICE REP AND

CONTRACTOR TO FIELD VERIFY

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

DISASTER FUNDS

RECREATION SITE

FACILITIES

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

CAMPSITE AND ROAD

DETAILS

1/31/2024

CESAR S.

CESAR S.

ANTONIO C.

G-4 5 11

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SIDE VIEW FRONT VIEW

NOTES:

1. THE FOREST SERVICE SHALL FURNISH THE PICNIC TABLES AND CONTRACTOR SHALL INSTALL AS

SHOWN ON THE DRAWINGS.

95 1/2"

12 3/4" 35" 35"

6"

1 5/8"

9 1/4"

6"

8 3/4"

13 1/8"

25 7/8"

51 3/4"

78"

95 1/2"

24"

18 1/2"

29 5/8"

32 1/8"

28 3/4"6"

59 1/4"

PICNIC TABLE 1

G-5NTS

"BLACK" POWDER COATED FRAMES

(3"X6" RECTANGULAR STEEL FRAMES

CONNECTED BY 2-1/2" SQUARE STEEL

FRAMES). ALL BOLTS FOR FRAME ARE

HOT-DIP GALVANIZED

3"x10"x8' "BROWN" COLORED RECYCLED PLASTIC

PLANKS. THE RECYCLED PLASTIC PLANKS SHALL

HAVE A "WOOD GRAIN EMBOSSED" SURFACE ON THE

TOP SURFACE.

PICNIC TABLE ANCHOR

PICNIC TABLE ANCHOR 4

G-5NTS

PICNIC TABLE

FINISHED GRADE

MODEL 68 II DUCKBILL

EARTH ANCHOR OR

APPROVED EQUAL

3/16" PVC COATED

GALVANIZED CABLE

(CABLE DIAMETER 18").

PVC COATED GALVANZED

CABLE SHALL BE LANDMAN

WIRE ROPE PRODUCTS OR

APPROVED EQUALL.

36" MIN.

INSTALL ANCHOR AROUND CENTER VERTICAL FRAME.

INSTALL ANCHOR DIRECTLY DOWN AS SHOWN (NOT

AT AN ANGLE) TO AVOID TRIPPING HAZARD.

ALL EXPOSED BOLTS ON TABLE AND SEAT TOPS ARE

HOT-DIP GALVANIZED.

G-5

INSTALLATION

NOTES:

1. THE FOREST SERVICE SHALL FURNISH THE FOOD LOCKERS AND

CONTRACTOR SHALL INSTALL AS SHOWN ON THE DRAWINGS.

BEAR RESISTANT FOOD STORAGE

LOCKER, MODEL#: 'FS24-UP'

10"

DIA.

FOOD LOCKER 3

G-5NTS

24"

29"

47" 45"

FIRE RING 2

G-5NTS

G-6

GRATE ROTATES 180 DEGREES

TO OUTSIDE FIRE RING

8" DIA. X 24" CONCRETE

FOOTING (MIN)

MODEL#: FSW/SL-30/18/PA

TOP VIEW

NATIVE SOIL

9" OF COARSE AGGREGATE

FILL INSIDE RING TO RAISE

FIRE TO WORKING HEIGHT

AND TO CONFORM TO ADA

GUIDELINES OF 9" MIN.

HEIGHT ABOVE GROUND

FOR FIRE BASE

19 3/8"

47 3/4"

30 3/8" ID

15 1/8"

32 (NOM) OD

16 7/8"

13 3/4"

24"

19 13/16" 23 9/16"

48 11/16" OD

CENTER OF FIRE RING

WITH GRATE ROTATED

OUTSIDE OF FIRE RING

NOTES:

1. THE FOREST SERVICE SHALL FURNISH THE FIRE RINGS AND CONTRACTOR

SHALL INSTALL AS SHOWN ON THE DRAWINGS.

CONSTRUCT

HARDENED

AGGREGATE

SURFACE

8" DIA. X 24" CONCRETE

FOOTING (MIN)

G-6

3"DIA X 68" BLACK IRON PIPE FILLED WITH

CONCRETE. PAINT EXPOSED CONCRETE.

COLOR SHALL BE "DARK CHOCOLATE".

BLACK IRON PIPE SHALL BE PAINTED IN ACCORDANCE

WITH THE SPECIFICATIONS. COLOR SHALL BE "DARK

CHOCOLATE" OR APPROVED EQUAL. APPLY TWO COATS OF

PRIMER AND TWO COATS OF DIRECT TO METAL PAINT TO

ALL METAL AND HARDWARE. PRIMER SHALL BE "PRO

INDUSTRIAL DTM PRIMER".

U-BOLTS GO AROUND POST AND THROUGH BOX

(KNOCK-OUTS ARE ON THE BACK OF EVERY STORAGE

LOCKER FOR U-BOLTS INSERTION) AND PAINTED IN

ACCORDANCE WITH THE SPECIFICATIONS, COLOR SHALL BE

"DARK CHOCOLATE". APPLY TWO COATS OF PRIMER AND

TWO COATS OF DIRECT TO METAL PAINT TO ALL METAL AND

HARDWARE. PRIMER SHALL BE "PRO INDUSTRIAL DTM

PRIMER".

SURFACE COURSE (HARDENED

AGGREGATE)

10" DIA. X 24" DEEP CONCRETE FOOTING

MANUFACTURER SHALL DESIGN

BRACING TO ENSURE BENCH CAN

WITHSTAND EXTREME SNOW LOADS

ANTICIPATED AT PROJECT LOCATION.

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

DISASTER FUNDS

RECREATION SITE

FACILITIES

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

PICNIC TABLE, FIRE

RING, AND FOOD

LOCKER DETAILS

1/31/2024

CESAR S.

CESAR S.

ANTONIO C.

G-5 6 11

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2% SLOPE PER PLANS

3:1 MAX.

3:1 MAX.

NOTES:

1. ALL COLORED CONCRETE SURFACES SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS AND AS APPROVED IN THE FIELD BY THE

FOREST SERVICE REPRESENTATIVE.

2. A CONCRETE MIX DESIGN FOR CONCRETE SLABS SHALL BE SUBMITTED BY THE CONTRACTOR 14 DAYS PRIOR TO SCHEDULED

PLACEMENT, TO ALLOW FOR REVIEW AND APPROVAL BY THE FOREST SERVICE REPRESENTATIVE.

3. CONCRETE SHALL HAVE A STAMPED FINISH. THE CONTRACTOR SHALL SUBMIT VARIOUS TEXTURES TO FOREST SERVICE FOR

APPROVAL OF DESIRED STAMPED TEXTURE FINISH (SEE SPECIFICATIONS).

4. CONCRETE SEALANT SHALL BE INCRETE SYSTEMS CLEAR SEAL 100 OR APPROVED EQUAL.

5. SEE SPECIFICATIONS FOR SAMPLING AND SUBMITTAL REQUIREMENTS.

6. INTEGRATED COLORED CONCRETE SHALL BE "SCOFIELD INTEGRAL COLOR SG 084 HAY FIELDS" OR APPROVED EQUAL BY THE

FOREST SERVICE.

EXISTING SLOPE

C

LE

AR

IN

G H

EI

G

H T

STAMPED COLORED CONCRETE SECTION 2

G-6NTS

4" COMPACTED AGGREGATE, BASE COURSE,

GRADING B, MINIMUM 95% RELATIVE

COMPACTION, AASHTO T-99, METHOD C OR D.

SEE SPECIFICATIONS.

EXISTING SLOPE AS SHOWN ON PLANS

3:1 MAX

3:1 MAX 2% MAX. SLOPE

NOTES:

1. ALL HARDENED AGGREGATE SURFACES SHALL BE CONSTRUCTED AS SHOWN ON

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

REPRESENTATIVE.

2. SEE SPECIFICATIONS FOR REQUIREMENTS FOR HARDENED AGGREGATE SURFACES.

3. CROSS SLOPE SHALL NOT EXCEED 2%.

HARDENED AGGREGATE SURFACE SECTION 3

G-6NTS

2" COMPACTED AGGREGATE

SURFACE COURSE, GRADING C,

SEE SPECIFICATIONS.

MINIMUM OF 95% COMPACTION,

AASHTO T-99, METHOD C OR D USING

A VIBRATION PLATE COMPACTOR OR

COMPACTION METHOD APPROVED BY

THE FOREST SERVICE

REPRESENTATIVE.

1' WIDE COMPACTED NATIVE

SOIL SHOULDER

(TYP.)

MAXIMUM FINISHED SUBGRADE WIDTHS:

3' TRAILS - 5'

5' TRAILS - 8'

TRAIL (ORAR) 1

G-6NTS

EXISTING GROUND

HARDENED AGGREGATE SURFACE

OR COLORED CONCRETE SURFACE

3'-5' 2'±

CLEARING LIMITS

CLEARING HEIGHT 10'

FULL BENCH >10% SIDE SLOPE

BALANCED BENCH 5% TO 10% SIDE SLOPE

NOTES:

1. REMOVE ALL VEGETATION IN THE TRAILWAY.

2. FOR SIDE SLOPES OF 5% TO 10%, BALANCE CUT AND FILL, SEE BALANCED BENCH.

3. FOR SIDE SLOPES GREATER THAN 10%, TRAIL TO BE ALL CUT, SEE FULL BENCH.

4. FOR SIDE SLOPES LESS THAN 5%, TRAIL TO MATCH GRADE OR BE ALL FILL TO HELP DRAINAGE, SEE NO

BENCH.

5. LONGITUDINAL SLOPE (RUNNING GRADE) SHOULD BE LESS THAN HALF OF THE SIDE SLOPE OF THE

HILLSIDE.

6. DO NOT REMOVE TREES OVER 6" IF THEY ARE OVER 3' FROM THE CENTERLINE OF TRAIL.

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

8. SAW BRANCHES FLUSH WITH TRUNK FOR ANY TREE BRANCHES EXTENDING INTO THE CLEARING LIMITS

OF THE TRAIL.

9. 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 OR AT GROUND LEVEL IF A FORK

MAIN STEM IS NONEXISTENT.

10. CUT ALL LOGS IN TRAILWAY 4 FEET UPHILL AND DOWNHILL OF CENTERLINE OF TRAIL.

TRAIL BED

TRAIL BED

EXISTING GRADE

EXISTING GRADE

NO BENCH <5% SIDE SLOPE

TRAIL BED EXISTING GRADE

TRAIL FG MATCH EG

TRAIL FG MATCH EG

TRAIL FG MATCH EG

1' WIDE COMPACTED NATIVE

SOIL SHOULDER

(TYP.)

SEE NOTES 11 AND 12

2'±

CUT BRANCHES FLUSH

WITH TRUNK TO AVOID

STUBS (TYP.)

CUT BRANCHES FLUSH

WITH TRUNK TO AVOID

STUBS (TYP.)

G-6

6" DEPTH COLORED CONCRETE WITH

#4 REBAR AT 12" O.C. EACH WAY

DIMENSION SHOWN ON PLANS

6" MIN. DEPTH NATIVE SOIL SUBGRADE

COMPACTED TO 95% RELATIVE COMPACTION,

AASHTO T-99, METHOD C OR D. SEE

SPECIFICATIONS.

4" COMPACTED AGGREGATE, BASE COURSE, GRADING B,

MINIMUM 95% RELATIVE COMPACTION, AASHTO T-99,

METHOD C OR D. SEE SPECIFICATIONS.

6" MIN. DEPTH NATIVE SOIL SUBGRADE

COMPACTED TO 95% RELATIVE COMPACTION,

AASHTO T-99, METHOD C OR D. SEE

SPECIFICATIONS.

G-6

1' WIDE MIN.

COMPACTED NATIVE

SOIL SHOULDER

1' WIDE MIN.

COMPACTED NATIVE

SOIL SHOULDER

1' WIDE MIN.

COMPACTED NATIVE

SOIL SHOULDER

EXISTING SLOPE

1' WIDE COMPACTED NATIVE SOIL SHOULDER

EXISTING GROUND

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

DISASTER FUNDS

RECREATION SITE

FACILITIES

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

OUTDOOR RECREATION

ACCESS ROUTES (ORAR)

DETAILS

1/31/2024

CESAR S.

CESAR S.

ANTONIO C.

G-6 7 11

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TRASH BIN

ENCLOSURE

WALL

NOTES:

1. 1 DUMPSTER REQUIRED TOTAL

2. ALL POSTS AND SLATS SHALL BE STAINED IN ACCORDANCE WITH THE

SPECIFICATIONS. COLOR SHALL BE "DARK CHOCOLATE" OR APPROVED

EQUAL BY FOREST SERVICE REPRESENTATIVE.

3. ALL EXPOSED BOLTS AND METAL FRAMES SHALL BE PAINTED IN

ACCORDANCE WITH THE SPECIFICATIONS. COLOR SHALL BE SAME AS POSTS.

APPLY TWO COATS OF PRIMER AND TWO COATS OF DIRECT TO METAL PAINT

TO ALL METAL AND HARDWARE. PRIMER SHALL BE "PRO INDUSTRIAL DTM

PRIMER".

4. FOR TRASH ENCLOSURES LOCATED ON UPHILL SIDE OF ROAD, SLOPE PAD

AND APRON TOWARDS ROAD TO ALLOW FOR PROPER DRAINAGE.

5. DUMPSTER SHALL BE MANUFACTURED BY

HANA CARRASCO

McLAUGHLIN WASTE EQUIPMENT, INC.

11900 E. Locke Rd

LOCKEFORD, CA 95237

Ph. 209-663-0858 hana@mwecans.com Web Site: www.wastequip.com

MODEL#: 2 YARD STANDARD REAR LOAD DUMPSTER WITH BEAR

RESISTANT AND SPECIAL APARTMENT LIDS AND SPECIAL LOCKING

BAR AT 2", SPECIAL BRACE ON SMALLER LID ALL THE WAY TO THE

FRONT TO BE FLUSH UNDER LOCKING BAR. CHAIN NEEDS TO BE ON

DRIVER SIDE AND LIDS MUST BE IN MIDDLE OF EACH BAR IN FOREST

SERVICE BROWN COLOR PER SIERRA NATIONAL FOREST

SPECIFICATIONS.

TRASH ENCLOSURE 1

G-7NTS

TYPICAL POST BASE INSTALLATION

NTS

RAILROAD TIE WHEEL STOP

NTS

ANCHOR

8"

8"

24" STAKES. (MODEL #ANC12-3;

3 PER WHEEL STOP)

NOTES:

1. WHEEL STOPS SHALL BE MANUFACTURED BY: PERMAPOST PRODUCTS CO., 4205 SE WITCH HAZEL RD, HILLSBORO, OREGON 97123. ATTENTION JAYNE BOND

OR BRUCE LIPPS. 503-619-0212 OR SALES.PERMAPOST@GMAIL.COM. TREATMENT ON POSTS SHALL BE K-520 COPPER NAPHTHENATE TREATED MATERIAL, TYPE A SOLVENT, MAXIMUM DARK COLOR, COASTAL DOUGLAS FIR GREEN ROUGH SAWN NO. 1 GRADE, HEAVY DUTY (UC4B), INDEPENDENT INSPECTION

AND BMP OR APPROVED EQUAL BY THE FOREST SERVICE. SEE SPECIFICATIONS

2. WHERE APPLICABLE MAKE DIMENSIONAL CUTS AND BOREHOLES BEFORE PRESSURE TREATMENT.

3. TREAT ALL FIELD CUTS AND BOREHOLES WITH COPPER NAPTHENATE (OR APPROVED equal).

4. THE WHEEL STOPS SHALL BE ANCHORED WITH THREE (3) 24" ANCHOR STAKES MANUFACTURED BY

PILOT ROCK, MODEL#: 'ANC12-3 STEEL ANCHOR STAKE SET FOR CAR STOPS, OR APPROVED EQUAL BY THE FOREST SERVICE REPRESENTATIVE.

5. THREE (3) PCS. OF 3-1/2" DIAMETER X 3/16" THICK STEEL WASHER SHIMS TO GO BELOW THE THREE ANCHOR HOLES. (PART NO. 800-032)

6. THE THREE (3) 24" ANCHOR STAKE SET IS NOT INCLUDED WITH THE RAILROAD TIES AND IS ORDERED SEPARATELY.

7. DRILL 3/4" DIA. HOLE THROUGH THE ASPHALT OR CONCRETE SLAB AT EACH HOLE LOCATION TO AVOID FRACTURING THE ASPHALT 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 RAILROAD TIES SHALL BE PREDRILLED.

G-7

2'-0"

AGGREGATE BASE APRON

SLOPE 1/8" PER FT

CONCRETE SLAB

8"

O.C.7'-6"

4"x 1"x 4'-6" CONSTRUCTION GRADE DF

5'-0"

1'-1"

O.C.

O.C.

5'-3"

10'-6"

BASE OR EQUAL

USE SIMPSON CB66 POST

12'-4"

A 3'-10"

1" 45° CHAMFERED EDGES ON POSTS

CONCRETE SLAB

10'-8"

R=2'

EDGE OF PAVEMENT

VARIES

1'-6' TYP.

INSTALL 8' WHEEL STOP (1 PER PAD)

2"x 6" BUMPER RAIL

CONSTRUCTION GRADE DF

@ 3'-10"DIA. ABOVE SLAB

2" x 6" CONSTRUCTION GRADE D.F.

ATTACHED TO POST W/JOIST HANGER

6"x 6"x 5' PRESSURE

TREATED DF POST

JOIST HANGER PRIMED & PAINTED

G-6

6"

STANDARD SIZED 8"X8"

ROUGH CUT PRESSURE

TREATED TIMBER

RAILROAD TIE

CONCRETE SLAB

G-7

A

SIMPSON STRONG-TIE

CB66

3" MINIMUM

SIDECOVER

6"X6" TREATED POST

CONCRETE SLAB

SIMPSON CB66

POST BASE OR

APPROVED

EQUAL

DRILLED HOLES TO

EXACTLY MATCH BOLT

DIAMETER TO PREVENT

LOOSE CONNECTIONS

BRACKET INNER DIMENSIONS

SHALL EXACTLY MATCH OUTER

DIMENSIONS OF POST. NO

CUTTING OR SHAVING OF POST

ALLOWED

THICKENED CONCRETE SLAB

UNDER BRACKET TO ENSURE

3" MINIMUM CLEARANCE OF

CONCRETE SURROUNDING

BRACKET

7/8" DIA. THRU HOLES TO BE SHOP DRILLED.

HOLES SHALL BE 16" FROM EACH END AND

AT THE CENTER OF THE RAILROAD TIE.

3 12" GROUND SPACER, TYP

(PART NO. 800-032)

24" STAKE, TYP

(MODEL #ANC12-3)

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

DISASTER FUNDS

RECREATION SITE

FACILITIES

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

TRASH ENCLOSURE

DETAILS

1/31/2024

CESAR S.

CESAR S.

ANTONIO C.

G-7 8 11

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ROCK AND POST BARRIER 1

G-8NTS

C C

BARRIER POSTS

MAXIMUM

FINISH

GRADE

O.C.MAX. MAX.

MINIMUM

5'-0" MAX.

5' -0

3' -0

" 1 MIN.

TYPICAL ROCK GROUPING DETAIL

Good setPoor set

ROCK NOTES:

1. ROCKS SHOULD VARY IN DISTANCE FROM SHOULDER OF ROAD & BE RANDOMLY SPACED FOR MORE NATURAL APPEARANCE.

2. BURY ROCKS WITH WEATHERED PORTION ABOVE GROUND & AT LEAST 1/3 OF ROCK BELOW GRADE TO REFLECT NATURAL

FORMATIONS & TO CREATE VISUAL STABILITY. DO NOT SET ROCK ON GRADE. PLACE ROCKS WITH LARGEST DIMENSION PARALLEL

TO ROADWAY.

3. GROUPINGS OF VARIED SIZED ROCKS & RELATING BARRIERS TO EXISTING OUTCROPS IS DESIRABLE.

4. PLACE ROCK BARRIERS 2' MIN. FROM EDGE OF ROAD AND PARKING SPURS, EXCEPT WHERE SHOWN OTHERWISE ON THE PLANS

OR AS DIRECTED BY THE FOREST SERVICE REPRESENTATIVE.

5. ROCKS SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS UNLESS DIRECTED OTHERWISE BY THE FOREST SERVICE.

6. ROCKS MAY NOT BE SCAVENGED FROM THE PROJECT SITE TO BE USED AS BARRIERS. EXISTING ROCK BARRIERS OR ROCK

ENCOUNTERED DURING EXCAVATION MAY BE USED AS BARRIERS.

7. WHEN EXISTING ROCK BARRIERS OR ROCK BOULDERS ARE NOT AVAILABLE ONSITE, CONTRACTOR SHALL PURCHASE ROCK

BOULDERS. BOULDERS SHALL BE PURCHASED FROM AND DELIVERED BY:

BEDROCK BOULDERS, 35045 MANON AVE., MADERA, CA 93636. 599-916-7623. CONTACT PERSON: PHIL BILSKEY (OR APPROVED

EQUAL BY THE FOREST SERVICE REPRESENTATIVE).

PLAN

C C

BARRIER POSTS

C

SECTION

MAX.

Good set

M

IN

3'-5"

4'-0" 4'-0"

1' -6

5'-0" O.C. 5'-0" O.C. 5'-0" O.C.

4'-0"5'-0"5'-0"4'-0"

A

A

MIN. SIZE ROCK: 8 CU FT / 1400 LB

AVG. SIZE ROCK: 9 CU FT / 1600 LB

MAX. SIZE ROCK: 18 CU FT / 3200 LB

DESIRED RATIO:

3 AVG.

1 MAX.

M

IN

2.

RELATE ROCK WITH OTHER

LANDSCAPE FEATURES TO

BETTER BLEND.

SQUARE POSTS. UTILIZE POSTS IN

OPEN FLAT AREAS, POSTS SHALL BE

LOCATED AS SHOWN ON THE PLANS.

SEE POST NOTES

EXISTING TREES

AND SHRUBS.EXISTING

ROCKS

TYPICAL ROCK

GROUPING:

1-5 ROCKS.

UTILIZE NATURAL BARRIERS SUCH AS EXISTING TREES,

SHRUBS, ROCK OUTCROPPINGS, STEEP SLOPES AND CREEK

CROSSINGS WHERE POSSIBLE AND PRACTICAL. DESIGN A

4'-0" GAP BETWEEN VEGETATION EDGE AND BARRIERS.

ALL POSTS SHALL EXTEND

18" ABOVE FINISH GRADE.

8"x8"x42" LONG (MIN) SQUARE POSTS. BARRIER

POSTS SHALL BE BURIED A MIN. OF 24" BELOW

GRADE. POSTS SHALL HAVE 1" 45° CHAMFER ON

TOP END. SEE POST NOTES.

MAX.

4'-0" EP

EP

2' OFFSET FROM AGGREGATE BASE

ROAD

POST NOTES:

1. BARRIER POSTS SHALL BE MANUFACTURED BY: PERMAPOST PRODUCTS

CO., 4205 SE WITCH HAZEL RD, HILLSBORO, OREGON 97123. ATTENTION

JAYNE BOND OR BRUCE LIPPS. 503-619-0212 OR

SALES.PERMAPOST@GMAIL.COM.

2. TREATMENT ON POSTS SHALL BE K-520 COPPER NAPHTHENATE TREATED

MATERIAL, TYPE A SOLVENT, MAXIMUM DARK COLOR, COASTAL DOUGLAS

FIR GREEN ROUGH SAWN NO. 1 GRADE, HEAVY DUTY (UC4B), INDEPENDENT

INSPECTION AND BMP OR APPROVED EQUAL BY THE FOREST SERVICE.

3. TREAT TIMBERS WITH PRESERVATIVES CONFORMING TO THE

SPECIFICATIONS.

4. WHERE APPLICABLE MAKE DIMENSIONAL CUTS AND BORE HOLES BEFORE

PRESSURE TREATMENT.

5. TREAT ALL FIELD CUTS AND BOREHOLES WITH COPPER NAPTHENATE (OR

APPROVED EQUAL).

6. PLACE BARRIER POSTS 2' MIN. FROM EDGE OF ROAD AND PARKING SPURS,

EXCEPT WHERE SHOWN OTHERWISE ON THE PLANS OR AS DIRECTED BY

THE FOREST SERVICE REPRESENTATIVE.

8. BARRIER POST GROUPING: MAXIMUM 5 POSTS IN A ROW, MINIMUM 2 POSTS.

9. POSTS SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS

UNLESS DIRECTED OTHERWISE BY THE FOREST SERVICE.

3' -0

G-8NTS

38"

8"

6"

20"

EXISTING

GROUND

48"

COMPACTED

NATIVE SOIL

8"X8"X4' PRESSURE TREATED DOUGLAS FIR

POSTS.

3/4" DIA X 12"

GALVANIZED CARRIAGE

BOLT WITH NUT

(TYP.)

4"

4"X8" ROUGH SAWN DOUGLAS FIR

RAIL, PRESSURE TREATED.

7'

10'

HORIZONTAL BARRIER

2'

2"

10"8"

EP

POSTS SHALL BE MANUFACTURED BY:

PERMAPOST PRODUCTS CO., 4205 SE WITCH HAZEL RD, HILLSBORO, OREGON 97123.

ATTENTION JAYNE BOND OR BRUCE LIPPS. 503-619-0212 OR SALES.PERMAPOST@GMAIL.COM.

TREATMENT ON POSTS SHALL BE K-520 COPPER NAPHTHENATE TREATED MATERIAL, TYPE A SOLVENT, MAXIMUM DARK CHOCOLATE COLOR, COASTAL DOUGLAS FIR GREEN ROUGH SAWN NO. 1 GRADE, HEAVY DUTY (UC4B), INDEPENDENT INSPECTION AND BMP OR APPROVED EQUAL BY THE FOREST SERVICE.

TO ROCK LINED CHANNEL

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

DISASTER FUNDS

RECREATION SITE

FACILITIES

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

BARRIER DETAILS

1/31/2024

CESAR S.

CESAR S.

ANTONIO C.

G-8 9 11

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12" MIN

(TYP)

OD + 2' MINOD + 2' MIN

12" MIN

(TYP)

6" 6"

IN PAVEMENT

12" 12"

5' 4'

1'

PROFILE

ROCK DISSIPATER 5

G-9NTS

ROCK LINED DITCH 3

G-9NTS

18" CULVERT 4

G-9NTS

ISOMETRIC

TYPICAL CULVERT TRENCH 1

G-9NTS

OUTLET 2

G-9NTS

KEY IN RIP RAP

ROADWAY

NOTES:

1. NEW AND EXISTING CULVERTS SHALL HAVE RIPRAP

ON BOTH THE INLET AND OUTLET AS SHOWN ABOVE.

2. EXISTING CULVERTS SHALL BE FLUSHED AND

CLEANED TO RESTORE TO ORIGINAL CONDITIONS

USING EQUIPMENT SIMILAR TO VACTOR TRUCK.

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

GRADING TO ROAD.

2' TYP.

4' TYP.

1' TYP.

FL

NOTES:

1. THE TYPICAL DITCH SHALL BE 1 FT DEEP.

2. WHEN DITCH IS DEEPER THAN 1' STEEPEN SLOPES TO 1:1

MAX OR AS DIRECTED BY FOREST SERVICE

REPRESENTATIVE.

3. FIELD FIT FLOWLINE TO DAYLIGHT AND DIRECT RUNOFF

AWAY FROM SPURS, FAUCETS, LIVING AREAS, AND TOILET

BUILDINGS.

4. FIELD FIT FLOWLINE ALONG ROADWAY AS DIRECTED BY FS

REPRESENTATIVE.

5. SLOPE SWALE TO AVOID PONDING.

8 FT

2 FT

1.5 FT

10 FT

4 FT

MARKING TAPE (TYP.)

PIPE MATERIAL

AND IE PER

PLAN

EXISTING GRADE

PLACE CLASS II

RIPRAP IN CHANNEL,

MIN. OF 1 FT THICK

NATIVE BACKFILL, SEE

SPECIFICATIONS FOR COMPACTION

REQUIREMENTS

CAMPGROUND ROAD

(TYP.) 4" MOUNDED TOPSOIL MIX,

SEE SPECIFICATIONS

EXISTING GROUND

NATIVE BACKFILL, SEE

SPECIFICATIONS FOR

COMPACTION REQUIREMENTS

FLOW LINE OF DITCH

EDGE OF ROCK LINED DITCH

PLACE CLASS II

RIPRAP IN CHANNEL,

MIN. OF 1 FT THICK

FLOW LINE OF DITCH

EDGE OF ROCK LINED DITCH

LENGTH PER PLAN

ROCK LINED DITCH LEADING

TO ROCK DISSIPATER

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 RIPRAP TO TOP

OF PIPE. COVER ENTIRE

EXPOSED AREA OF PIPE.

12" MIN

5'

6'

FL

O

W

10' MIN CLASS II RIP RAP

ROAD EDGE

ROAD EDGE

1'

2'

FLOW LINE

1.5'

2'

2%

1'

PLACE 2 CY OF RIP RAP

AROUND CULVERT

OUTLET TO TRANSITION

TO ROCK LINED CHANNEL

2.5'

4'

1'

MIN. SEE PLANS FOR RADIUS/DIMENSIONS

SEE CULVERT DETAIL WHEN CURB

OUTLETS TO CULVERT

CAMPGROUND

ROAD

CULVERT INLET:

GRADE AND PLACE RIP RAP

TO TIE INTO CURB OUTLET

G-9

2'

OUT OF PAVEMENT

12" MIN

G-9

EXISTING GRADE

CUT PIPE END AT 45°

G-9

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

DISASTER FUNDS

RECREATION SITE

FACILITIES

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

DRAINAGE DETAILS

1/31/2024

CESAR S.

CESAR S.

ANTONIO C.

G-9 10 11

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1. DESIGNS FOR SIGNS AND BARRICADES SHOWN ABOVE ARE IN ACCORDANCE WITH MINIMUM STANDARDS IN THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" LATEST EDITION.

2. SIGNS SHALL BE MADE FROM SUITABLE MATERIALS WHICH ARE IN ACCORDANCE WITH ALL STATE AND FEDERAL

SPECIFICATIONS.

3. SIGNS MAY BE MADE OF WOOD OR METAL. WOOD SIGNS-5/8" PLYWOOD MANUFACTURED WITH SPECIAL WATERPROOF GLUE. METAL SIGNS-16 GAUGE SHEET STOCK WITH EMBOSSED OR VITRIFIED FINISH. WHEN EMBOSSED THE DETAILS OF THE DESIGN ARE RAISED FROM THE BACKGROUND NOT LESS THAN .100" NOR MORE

THAN .125".

4. REGULATORY SIGNS SHALL BE RECTANGULAR IN SHAPE WITH THE LARGER DIMENSION VERTICAL AND HAVE BLACK AND WHITE LEGEND OR BACKGROUND. ALL REGULATORY SIGNS UNLESS DEFINITELY EXCEPTED IN THE

SPECIFICATIONS, SHALL BE REFLECTORIZED OR ILLUMINATED.

5. ALL SIGNS, UNLESS DEFINITELY EXCEPTED IN THE SPECIFICATIONS, SHALL BE DIAMOND SHAPED (SQUARE WITH ON DIAGONAL VERTICAL) AND SHALL HAVE A HIGHWAY ORANGE BACKGROUND WITH BLACK LEGEND. ALL WARNING SIGNS HAVING SIGNIFICANCE DURING THE HOURS OF DARK SHALL BE REFLECTORIZED OR ILLUMINATED.

6. SIGNS SHALL BE LOCATED WHERE THEY WILL BE CONSPICUOUSLY VISIBLE DAY AND NIGHT ON THE RIGHT HAND SIDE OF APPROACHING TRAFFIC. THEY SHALL BE FACING TRAFFIC AND LOCATED WHERE THEY CAN BE SEEN AT

ALL TIMES BY APPROACHING DRIVERS WITH A MINIMUM OF EFFORT.

7. WHEN A SIGN IS REQUIRED FOR AN EXTENDED PERIOD, IT SHALL BE FASTENED TO 4 X 4 POSTS WITH 2 3/8" CARRIAGE BOLTS. PORTABLE SUPPORTS ARE PERMITTED FOR SHORT PERIODS PROVIDED THE CONSTRUCTION IS

SUCH THAT WIND OR OTHER AGENTS CANNOT READILY UPSET THE SIGN.

8. SIGN M4-10R SHALL BE ERECTED AT THE BEGINNING OF DETOURS, ALONG DETOURS AT 1/4 MILE INTERVALS AND AT ROAD JUNCTIONS ALONG DETOURS IN A GREATLY ENLARGED SIZE IF THIS SIGN IS PRESCRIBED FOR USE ON BARRICADES IN THE ROADWAY WHERE A ROAD IS CLOSED FOR CONSTRUCTION OR MAJOR MAINTENANCE

OPERATIONS.

9. SIGN W20-1 SHALL BE ERECTED 1500' FROM EACH END OF CONSTRUCTION OPERATIONS.

10. SIGN W21-3 AND W11-1 SHALL BE ERECTED AT EACH END OF AREAS WHERE HEAVY EQUIPMENT IS IN OPERATION

AND SHALL BE REPEATED EVERY 1/2 MILE IF THE OPERATION EXTENDS OVER ONE MILE.

11. OTHER SIGNS SHOWN ABOVE SHALL BE USED AS INDICATED BY THEIR DESIGN.

12. IF OTHER SIGNS NOT SHOWN ABOVE ARE REQUIRED THEY SHALL ALSO CONFORM IN DESIGN TO THOSE SHOWN IN

THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

13. SELECTION AND PLACEMENT OF ALL SIGNS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER.

14. LIGHTING DEVICES SUCH AS FLASHERS, TORCHES, LANTERNS, AND ELECTRIC LIGHTS SHALL BE PLACED AND

MAINTAINED FROM SUNSET TO SUNRISE AT ALL POINTS OF HAZARD AND AT ALL SIGNS INDICATING CAUTION.

GENERAL NOTES

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

DISASTER FUNDS

RECREATION SITE

FACILITIES

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

CONSTRUCTION SIGNS

1/31/2024

FOREST SERVICE

FOREST SERVICE

ANTONIO C.

G-10 11 11

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5' TO 12'

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PE…