4. Drawings – Jerseydale.pdf

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127EAW21R0024 - Jerseydale Campground Phase 3
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127EAW21R0024
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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 4/16/2021

G-1 INDEX SHEET 4/16/2021

G-2 SITE PLAN 1 4/16/2021

G-3 SITE PLAN 2 4/16/2021

G-4 CAMPSITE DETAILS 4/16/2021

G-5 CAMPSITE DETAILS 2 4/16/2021

G-6 GENERAL DETAILS 4/16/2021

G-7 BARRIER DETAILS 4/16/2021

G-8 ENTRANCE SIGN DETAILS 4/16/2021

G-9 BULLETIN BOARD DETAILS 4/16/2021

G-10 CONSTRUCTION SIGNS 4/16/2021

JERSEYDALE CAMPGROUND RECONSTRUCTION PHASE 3

FROM THE BASS LAKE RANGER DISTRICT OFFICE, HEAD EAST TOWARDS RD 8017/GRIZZLY RD AND

TURN RIGHT ONTO RD 8017/GRIZZLY RD FOR .3 MILES. TURN LEFT ON RD 225/MINARETS RD FOR .3

MILES. TURN LEFT ONTO RD 274/MALUM RIDGE RD FOR 10.8 MILES. CONTINUE ONTO RD 222/BASS

LAKE RD FOR 3.4 MILES. TURN LEFT ONTO CA-41 S FOR 3.5 MILES. TURN RIGHT ONTO CA-49 N FOR 14.9

MILES. TURN RIGHT ONTO TRIANGLE RD FOR 3.1 MILES. TURN LEFT TO STAY ON TRIANGLE RD FOR 1.9

MILES. TURN RIGHT ONTO JERSEYDALE RD FOR 2.2 MILES TO REACH JERSEYDALE CAMPGROUND.

PROJECT

DISTRICT RANGER

RECOMMENDED BY:

DIRECTOR OF ENGINEERING

APPROVED:

FOREST ENGINEER

DATE

DATE

RO FACILITIES PROGRAM MANAGER

DATE

DATE

FOREST SUPERVISOR

DATE

4/1 7/2

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REGION 5

SIERRA NATIONAL FOREST

MARIPOSA COUNTY

CALIFORNIA

S I T

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PROJECT AREA

SHEET G-3

PROJECT AREA

SHEET G-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

JERSEYDALE

CAMPGROUND

RECONSTRUCTION

PHASE 3

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

INDEX SHEET

4/16/2021

CESAR S.

CESAR S.

ANTONIO C.

G-1 2 11

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NOTES:

1. THE CAMPSITES, TENT PADS, ORARS, AND STEPS HAVE BEEN OR WILL BE CONSTRUCTED

THROUGH ANOTHER CONTRACT AND THEREFORE ARE NOT PART OF THIS CONTRACT.

CONTRACTOR SHALL ONLY INSTALL THE PICNIC TABLES, FIRE RINGS, AND FOOD

LOCKERS AT THESE CAMPSITES.

2. DURING THE PRE-CONSTRUCTION MEETING, THE CONTRACTOR AND FOREST SERVICE

WILL IDENTIFY IN THE FIELD THE EXISTING TREES AND ROCK FEATURES TO BE

PROTECTED DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING STRUCTURES,

IMPROVEMENTS, AND UTILITIES. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO

THOSE FACILITIES.

DOUBLE CAMPSITE (TYP.),

SEE NOTE 1 AND DETAIL

G-4

CONSTRUCT EXPOSED

AGGREGATE CONCRETE

ORAR

G-6

S

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PROTECT-IN-PLACE EX. DRAINAGE

DITCHES, DISSIPATERS, AND

CULVERTS (TYP.)

PROPOSED HITCH RAIL AREA

WITH HITCHING RAILS AND PATH

(NOT PART OF THIS CONTRACT)

CONSTRUCT EXPOSED

AGGREGATE CONCRETE

ORAR

G-6

S

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PROTECT-IN-PLACE EX.

FAUCETS (TYP.)

S

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THE PROJECT CONTRACTOR SHALL

COORDINATE WITH THE TOILET BUILDING

CONTRACTOR AND THE FOREST SERVICE ON

THE LOCATION AND INSTALLATION OF THE

DOUBLE VAULT TOILET BUILDING TO ENSURE

THAT THE LAYOUT AND GRADES OF THE

EXPOSED AGGREGATE CONCRETE ORAR

ARE BUILT AS SHOWN ON THE PLANS.

INSTALL CAMPSITE MARKER

(TYP.)

G-6

PROPOSED TRASH ENCLOSURE WITH

DUMPSTER, CONCRETE SLAB, AND

AGGREGATE BASE APRON (TYP.)

(NOT PART OF THIS CONTRACT)

S

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PROTECT-IN-PLACE EX. PARKING

SPURS AND CAMPGROUND ROAD

(TYP.)

INSTALL FIRE RING (TYP.)

INSTALL PICNIC TABLE (TYP.)

G-5

G-5

INSTALL FOOD LOCKER (TYP.)

G-5

SINGLE CAMPSITE (TYP.),

SEE NOTE 1 AND DETAIL

G-4

PROPOSED SINGLE VAULT

TOILET BUILDING (NOT PART

OF THIS CONTRACT)

PROTECT EX. TREES (TYP.)

INSTALL POST BARRIERS AND

HORIZONTAL BARRIERS (TYP.)

G-7

THE PROJECT CONTRACTOR SHALL

COORDINATE WITH THE TOILET BUILDING

CONTRACTOR AND THE FOREST SERVICE ON

THE LOCATION AND INSTALLATION OF THE

SINGLE VAULT TOILET BUILDING TO ENSURE

THAT THE LAYOUT AND GRADES OF THE

EXPOSED AGGREGATE CONCRETE ORAR ARE

BUILT AS SHOWN ON THE PLANS.

PROPOSED DOUBLE VAULT

TOILET BUILDING (NOT

PART OF THIS CONTRACT)

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

JERSEYDALE

CAMPGROUND

RECONSTRUCTION

PHASE 3

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

SITE PLAN 1

4/16/2021

CESAR S.

CESAR S.

ANTONIO C.

G-2 3 11

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INSTALL FIRE RING (TYP.)

INSTALL ENTRANCE SIGN

INSTALL BULLETIN BOARDS

PROPOSED GATE

(NOT PART OF THIS CONTRACT

NOTES:

1. THE CAMPSITES, TENT PADS, ORARS, AND STEPS HAVE BEEN OR WILL BE CONSTRUCTED THROUGH

ANOTHER CONTRACT AND THEREFORE ARE NOT PART OF THIS CONTRACT. CONTRACTOR SHALL ONLY

INSTALL THE PICNIC TABLES, FIRE RINGS, AND FOOD LOCKERS AT THESE CAMPSITES.

2. DURING THE PRE-CONSTRUCTION MEETING, THE CONTRACTOR AND FOREST SERVICE WILL IDENTIFY IN THE FIELD THE EXISTING TREES AND ROCK FEATURES TO BE PROTECTED DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING STRUCTURES, IMPROVEMENTS, AND

UTILITIES. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THOSE FACILITIES.

J

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INSTALL PICNIC TABLE (TYP.)

S

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INSTALL FOOD LOCKER (TYP.)

G-8

G-9

G-5

G-5

G-5

S

I

INSTALL CAMPSITE MARKER

(TYP.)

G-6

S

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SINGLE CAMPSITE (TYP.),

SEE NOTE 1 AND DETAIL

G-4

PROTECT-IN-PLACE EX.

DRAINAGE DITCHES AND

DISSIPATERS (TYP.)

PROTECT-IN-PLACE EX. PARKING

SPURS AND CAMPGROUND ROAD

(TYP.)

PROTECT-IN-PLACE EX.

FAUCETS (TYP.)

PROPOSED TRASH ENCLOSURE WITH

DUMPSTER, CONCRETE SLAB, AND

AGGREGATE BASE APRON (TYP.)

(NOT PART OF THIS CONTRACT)

PROTECT EX. TREES (TYP.)

PROPOSED STOP SIGN

(NOT PART OF THIS CONTRACT)

INSTALL POST BARRIERS AND

HORIZONTAL BARRIERS

G-7

PROPOSED ASPHALT PAVED SURFACE

(NOT PART OF THIS CONTRACT

PROPOSED STOP BAR AND MARKING

(NOT PART OF THIS CONTRACT)

PROTECT-IN-PLACE EX.

PULL-OFF (TYP.)

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

JERSEYDALE

CAMPGROUND

RECONSTRUCTION

PHASE 3

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

SITE PLAN 2

4/16/2021

CESAR S.

CESAR S.

ANTONIO C.

G-3 4 11

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HARDENED

AGGREGATE SURFACE

SEE DETAIL

TENT PAD

SEE PLANS FOR

LOCATION

LIVING AREA

FIRE RING

SEE DETAIL

PICNIC TABLE

SEE DETAIL

G-6

G-5

G-5

DOUBLE CAMPSITE

G-4

NTS

SINGLE CAMPSITE

G-4

NTS

16' TYP.

16' TYP. 18' TYP.

25' TYP.

4' MIN.

4' MIN.

5' TYP.

4' MIN.

4' MIN.

5' TYP.

4' MIN.

7' TYP.

8' TYP.

COMPACTED NATIVE SOIL,

SCARIFY 2"-3", REMOVE ROCKS,

LEVEL AND RE-COMPACT TO

STABILIZE (NOT PART OF THIS

CONTRACT)

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.

HARDENED

AGGREGATE SURFACE

SEE DETAIL

TENT PAD

SEE PLANS FOR

LOCATION

LIVING AREA

(2) FIRE RINGS

SEE DETAIL

(2) PICNIC TABLES

SEE DETAIL

G-6

G-5

16' TYP.

16' TYP. 26' TYP.

25' TYP.

4' MIN.

4' MIN.

5' TYP.

4' MIN.

4' MIN.

5' TYP.

4' MIN.

7' TYP.

8' TYP.

COMPACTED NATIVE SOIL,

SCARIFY 2"-3", REMOVE ROCKS,

LEVEL AND RE-COMPACT TO

STABILIZE (NOT PART OF THIS

CONTRACT)

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.

4' MIN.4' MIN.

TENT PAD

SEE PLANS FOR

LOCATION

16' TYP.

16' TYP.

COMPACTED NATIVE SOIL,

SCARIFY 2"-3", REMOVE ROCKS,

LEVEL AND RE-COMPACT TO

STABILIZE (NOT PART OF THIS

CONTRACT)

EX. TREE

EX. TREE

EX. TREE

EX. TREE

EX. ROCK

EX. ROCK

5' TYP.

5' TYP.

G-5

NOTES:

1. PICNIC TABLES, FIRE RINGS, AND FOOD LOCKERS SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS AND AS

APPROVED IN THE FIELD BY THE FOREST SERVICE.

2. THE SINGLE AND DOUBLE CAMPSITE DETAILS ARE FOR REFERENCE ONLY FOR CONTRACTOR TO OBTAIN

MEASUREMENTS AND REQUIREMENTS FOR THE PLACEMENT OF THE PICNIC TABLES, FIRE RINGS, AND FOOD

LOCKERS.

G-5

(2) FOOD LOCKERS, SEE

PLANS FOR LOCATION,

SEE DETAIL

G-5

FOOD LOCKER, SEE PLANS

FOR LOCATION, SEE

DETAIL

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

JERSEYDALE

CAMPGROUND

RECONSTRUCTION

PHASE 3

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

CAMPSITE DETAILS

4/16/2021

CESAR S.

CESAR S.

ANTONIO C.

G-4 5 11

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INSTALLATION

3"DIA X 68" BLACK IRON PIPE FILLED

WITH CONCRETE. PAINT EXPOSED

CONCRETE "DARK CHOCOLATE".

FOOD STORAGE LOCKERS SHALL BE MANUFACTURED BY BEAR SAVER,

1390 S. MILLIKEN AVE., ONTARIO, CA 91761. (909) 605-1697 OR (800)

851-3887. www.bearsaver.com. "24 CUBIC FOOT CAPACITY FOOD STORAGE

LOCKER, BEAR RESISTANT, UNIVERSALLY ACCESSIBLE, MODEL#: 'FS24',

TIGER DRYLAC RAL 8019 IN COLOR, OR APPROVED EQUAL BY THE

FOREST SERVICE.

BEAR RESISTANT FOOD STORAGE

LOCKER, MODEL#: 'FS24'

10" DIA. X 24" DEEP

CONCRETE FOOTING

10"

CONSTRUCT HARDENED

AGGREGATE SURFACE,

SEE DETAIL

BLACK IRON PIPE SHALL BE PAINTED IN

ACCORDANCE WITH SECTION 09900. POSTS

SHALL BE PRIMED WITH ZINC CHROMATE

OR COMPATIBLE. COLOR SHALL BE "DARK

CHOCOLATE" OR APPROVED EQUAL BY THE

FOREST SERVICE.

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 SECTION 09900, COLOR SHALL BE

"DARK CHOCOLATE".

DIA.

FOOD LOCKER

G-5

NTS

24"

29"

40"

38"

G-6

FIRE RING

G-5

NTS

SIDE VIEW

FRONT VIEW

MODEL#: WPTS/CB-8PW31X WITH EMBOSSED WOOD GRAIN SURFACE

TABLE 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. "UNIVERSAL ACCESS PICNIC TABLE

W/3"X10" RECYCLED PLASTIC SEAT AND TOP PLANKS WITH EMBOSSED WOOD GRAIN SURFACE," MODEL#:

'WPTS/CB-8PW31X WITH EMBOSSED WOOD GRAIN SURFACE' OR APPROVED EQUAL BY THE FOREST SERVICE.

INSTALLATION SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

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

G-5

NTS

G-5

"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,

SEE DETAIL

PICNIC TABLE ANCHOR

G-5

NTS

PICNIC TABLE

FINISHED GRADE

MODEL 68 II DUCKBILL

EARTH ANCHOR

3/16" DIA BLACK PLASTIC

TUBE COVERED STEEL CABLE

36" MIN.

INSTALL ANCHOR AROUND

CENTER VERTICAL FRAME

ALL EXPOSED BOLTS ON TABLE AND SEAT TOPS ARE

HOT-DIP GALVANIZED.

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. FIRE RINGS 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. "SNOW LOAD ACCESSIBLE SWIVEL GRATE FIRE

RING WITH PIN ANCHORS," MODEL#: 'FSW/SL-30/18/PA' OR

APPROVED EQUAL BY THE FOREST SERVICE.

CONSTRUCT

HARDENED

AGGREGATE

SURFACE

8" DIA. X 24" CONCRETE

FOOTING (MIN)

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

JERSEYDALE

CAMPGROUND

RECONSTRUCTION

PHASE 3

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

CAMPSITE DETAILS 2

4/16/2021

CESAR S.

CESAR S.

ANTONIO C.

G-5 6 11

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2% SLOPE

1'

Y

P

P

DIMENSIONS AS SHOWN ON PLANS

EXISTING SLOPE

EXISTING SLOPE

C L E

A R

I N

G

H E

I G

H

EXPOSED AGGREGATE CONCRETE SECTION

G-6

NTS

4" COMPACTED AGGREGATE,

BASE COURSE, GRADING B

EXISTING SLOPE

EXISTING SLOPE

AS SHOWN ON PLANS

P

P

2% SLOPE

NOTES:

1. ALL HARDENED AGGREGATE ORARS OR SURFACES SHALL BE CONSTRUCTED AS

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

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

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

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

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-6

NTS

NATIVE SHOULDER

BACKFILL FLUSH W/

CONCRETE SURFACE

COMPACTED NATIVE SOIL

SUBGRADE

NATIVE SHOULDER BACKFILL

FLUSH W/ AGGREGATE SURFACE

COMPACTED NATIVE SOIL

SUBGRADE

4" DEPTH EXPOSED AGGREGATE CONCRETE

W/ 6" 10 GAUGE WELDED WIRE MESH

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

CAMPSITE MARKER

G-6

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

COMPACTED NATIVE SOIL

POST SHALL BE 6"X6" DOUGLAS FIR ROUGH

CUT PRESSURE TREATED AND STAINED IN

ACCORDANCE WITH SECTION 09900,

UNLESS NOTED OTHERWISE. COLOR SHALL

BE "DARK CHOCOLATE" OR APPROVED

EQUAL BY THE FOREST SERVICE.

NOTES:

1. CAMPSITE MARKERS HEIGHT SHALL BE MEASURED FROM THE TOP OF THE

CAMPGROUND 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. SIGN SHALL BE

REFLECTIVE ALUMINUM - CLEAR COAT OVERLAY WITH EDGE FILM OR

APPROVED EQUAL BY THE FOREST SERVICE.

4. MARKER POST SHALL BE SET 2' MIN FROM EDGE OF CAMPGROUND ROAD AND

PARKING SPUR.

5. 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.

6. CAMPSITE MARKERS SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS

AND AS APPROVED IN THE FIELD BY THE FOREST SERVICE.

5-1/2"

5-1/2"

1/2"

1/8"

3/16" HOLE

2'

MIN

EDGE OF

CG ROAD

3'-0"

6'-0"

2'

MIN

EDGE OF

CG ROAD

NOTES:

1. ALL EXPOSED AGGREGATE CONCRETE ORARS AND SURFACES SHALL BE CONSTRUCTED AS SHOWN ON

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

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.

3. CONCRETE SHALL HAVE A 3/8" GRADED EXPOSED AGGREGATE FINISH (SEE SPECIFICATIONS).

4. SEE SECTIONS 03100, 03200, 03300, 03351 FOR SAMPLING AND SUBMITTAL REQUIREMENTS.

5. THE EXPOSED AGGREGATE CONCRETE ORAR IN FRONT OF THE TOILET BUILDINGS SHALL HAVE A 2%

SLOPE IN ANY DIRECTION AND SHALL BE FLUSH WITH THE TOP OF THE TOILET BUILDING CONCRETE

SLAB FOR ACCESSIBILITY.

6. THE EXPOSED AGGREGATE CONCRETE ORAR IN FRONT OF THE SINGLE VAULT TOILET BUILDING SHALL

BE FLUSH WITH THE EXISTING FAUCET CONCRETE SLAB.

7. THE EXPOSED AGGREGATE CONCRETE ORAR LEADING TO THE ORAR IN FRONT OF THE DOUBLE VAULT

TOILET BUILDING MAY HAVE A SLOPE UP TO 8.33% MAX AND SHALL BE FLUSH WITH THE EXISTING

FAUCET CONCRETE SLAB.

8. 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.

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

JERSEYDALE

CAMPGROUND

RECONSTRUCTION

PHASE 3

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

GENERAL DETAILS

4/16/2021

CESAR S.

CESAR S.

ANTONIO C.

G-6 7 11

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POST AND HORIZONTAL BARRIERS

G-7

NTS

C C

POST BARRIERS

FINISH

GRADE

O.C.

NOTES:

1. POST BARRIERS AND HORIZONTAL BARRIERS 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 .50 PENTACHLOROPHENOL (TYPE A) TREATED MATERIAL

(CHOCOLATE BROWN COLOR), INCISED, #1/BETTER COASTAL DOUGLAS FIR GREEN,

INDEPENDENT INSPECTION AND BMP OR APPROVED EQUAL BY THE FOREST SERVICE.

2. PLACE POST BARRIERS AND HORIZONTAL BARRIERS 2' MIN. FROM CAMPGROUND ROAD.

3. THE POST BARRIERS AND HORIZONTAL BARRIERS SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON

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

4. THE QUANTITIES OF THE POST BARRIERS AND HORIZONTAL BARRIERS ARE APPROXIMATE AND SHALL

BE FIELD VERIFIED BY THE CONTRACTOR AND APPROVED BY THE FOREST SERVICE.

PLAN

C C

POST BARRIERS

C

SECTION

4'-0"

5'-0" O.C.

5'-0" O.C.

5'-0" O.C.

4'-0"

5'-0"4'-0"

A

UTILIZE POST BARRIERS AND HORIZONTAL

BARRIERS IN OPEN FLAT AREAS.

EXISTING TREES

AND SHRUBS.

EXISTING

ROCKS

HORIZONTAL BARRIERSUTILIZE NATURAL BARRIERS SUCH AS

EXISTING TREES, SHRUBS, ROCK

OUT-CROPPINGS, STEEP SLOPES AND CREEK

CROSSINGS WHERE POSSIBLE AND

PRACTICAL. DESIGN A 4'-0" GAP BETWEEN

VEGETATION EDGE AND BARRIERS.

POST BARRIERS SHALL

EXTEND 18" ABOVE FINISH

GRADE.

POST BARRIERS SHALL BE BURIED A MIN. OF 24" BELOW

GRADE. 8"x8"x42" LONG (MIN) DOUGLAS FIR PRESSURE

TREATED. POSTS SHALL HAVE 1" 45° CHAMFER ON TOP

END. COLOR SHALL BE "DARK CHOCOLATE" OR

APPROVED EQUAL BY THE FOREST SERVICE. SEE NOTES

SECTION FOR TREATMENT AND DETAILS.

4'-0"

EDGE OF

CAMPGROUND

ROAD

2' OFFSET FROM EDGE OF

CAMPGROUND ROAD

36"

8"

6"

20"

EXISTING

GROUND

48"

COMPACTED

NATIVE SOIL

8"X8"X4' PRESSURE TREATED DOUGLAS FIR

POSTS. COLOR SHALL BE "DARK CHOCOLATE" OR

APPROVED EQUAL BY THE FOREST SERVICE. SEE

NOTES SECTION FOR TREATMENT AND DETAILS..

3/4" DIA X 12"

GALVANIZED MACHINE

BOLT WITH NUT

(TYP.)

4"

4"X8"X10' ROUGH SAWN DOUGLAS FIR

RAIL PRESSURE TREATED. COLOR

SHALL BE "DARK CHOCOLATE" OR

APPROVED EQUAL BY THE FOREST

SERVICE. SEE NOTES SECTION FOR

TREATMENT AND DETAILS.

7'

10'

2'

4"

12"

8"

EP

HORIZONTAL BARRIERS SHALL EXTEND 12" ABOVE FINISH

GRADE. SEE DETAIL

A

4'-0" 4'-0"

4'-0"

HORIZONTAL BARRIER DETAIL A

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

JERSEYDALE

CAMPGROUND

RECONSTRUCTION

PHASE 3

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

BARRIER DETAILS

4/16/2021

CESAR S.

CESAR S.

ANTONIO C.

G-7 8 11

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STANDARD HOT-DIP

GALVANIZED JOIST

HANGERS NAILED WITH

JOIST HANGER NAILS.

CONTRACTOR TO SIZE

APPROPRIATELY.

RECESSED NUT DETAIL FOR

1/2" CARRIAGE BOLTS THAT

CONNECT THE 8"X8" POSTS

TOGETHER.

ENTRANCE SIGN 1

G-8

NTS

NOTES:

1. THE RECYCLED PLASTIC RECREATION SITE SIGNS, USDA CREDIT

LINES, AND SHIELDS 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. 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 SURFACED SHALL BE ETCHED PRIOR TO PAINTING.

BOLTS SHALL BE PAINTED TO MATCH COLOR OF SIGN.

6. THE FINAL LOCATION OF THE ENTRANCE SIGN SHALL BE

DETERMINED IN THE FIELD BY THE FOREST SERVICE IN

COORDINATION WITH THE CONTRACTOR.

7. FINISH GRADE SLOPE SHALL NOT EXCEED 2%.

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

DOUBLE SIGN INSTALLATION (SHIELD)

1) POST

8" X 8"

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" X 63"

X

3/4" (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" X 8"

2) GALV. CARRIAGE BOLT

3/8"

3) GALV. WASHER

4) SIGN PANEL

12" SHIELD

5) GALV. WASHERS

6) GALV. NUT

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.

(2) 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.

(2) SHIELD "S-12, 12"

RECYCLED PLASTIC" BOLTED

TO POSTS W/ 3/8" ROUND

HEAD CARRIAGE BOLTS. TO

BE INSTALLED ON POST

CLOSEST TO ROAD.

(2) 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"

12"

80°

CAMPGROUND

JERSEYDALE

SIERRA

RS-2 SIGN DIMENSIONS

(2) RS-2 RECYCLED

PLASTIC SIGN, SEE

BELOW

(2) 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

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

JERSEYDALE

CAMPGROUND

RECONSTRUCTION

PHASE 3

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

ENTRANCE SIGN

DETAILS

4/16/2021

CESAR S.

CESAR S.

ANTONIO C.

G-8 9 11

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BULLETIN BOARD

G-9

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

JERSEYDALE CAMPGROUND

48"

JERSEYDALE

CAMPGROUND MAP

CUSTOM

SEE CUSTOM MAP

(1)

(1)

PLAN VIEW

150° ANGLE (TYP)

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

4'-0"

6'-3"

1'-0"

6"X6"

POST

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'-0" (TYP.)

45° (TYP)

165° (TYP)

150° (TYP)

HEADER SHALL BE STANDARD F.S.

"YELLOW-CREAM" COLOR BACKGROUND W/

3" RAISED "BROWN" COLOR LETTERS.

O

P E

2% SLOPE

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

JERSEYDALE

CAMPGROUND

RECONSTRUCTION

PHASE 3

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

BULLETIN BOARD

DETAILS

4/16/2021

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

JERSEYDALE

CAMPGROUND

RECONSTRUCTION

PHASE 3

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

CONSTRUCTION SIGNS

4/16/2021

ANTONIO C.

G-10 11 11

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5' TO 12'

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PERMANENT

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ESSENTIALLY

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PORTABLE

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MOVABLE

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ESSENTIALLY

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FLEXIBILITY

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POST OR SKIDS

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LIGHT "A" FRAME

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HEAVY "A" FRAME

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DEMOUNTABLE OR

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TYPE OF FRAME

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3 FT. MIN.

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3'MIN.-3- MAX.

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3 FT. MIN.

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HEIGHT

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6 IN.

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6 IN.

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6 IN.

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MAX.

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3' MIN.-VARIAB;E

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3' MIN.- 4' MAX.

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WIDTH OF STRIPES

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LENGTH OF RAIL

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8" MIN.-12"MAX.

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8" MIN.-12"MAX.

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8" MIN.-12"MAX.

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WIDTH OF RAIL

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III

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II

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TYPE

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3' MINIMUM

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SEE TABLE

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D LETTERING

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6" SERIES

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D LETTERING

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8" SERIES

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SEE TABLE

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FOR DIMENSIONS

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VARIES

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SUPPORT

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TYPE OF

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TYPE I BARRICADE

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TYPE II BARRICADE

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8" SERIES D LETTERING

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5" SERIES D LETTERING

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5" SERIES D LETTERING

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7" SERIES C LETTERING

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RIGHT OR LEFT

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BLACK ARROW

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3" SERIES D LETTERING

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RIGHT OR LEFT

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5" SERIES B LETTERING

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3' MINIMUM

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3' TO 3

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5' TO 12'

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OIL

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FRESH

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CROSSING

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TRUCK

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WORKING

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MEN

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GRAVEL

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LOOSE

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ROAD

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ROUGH

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AHEAD

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CONSTRUCTION

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BRIDGE

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LANE

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ONE

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AHEAD

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STOP

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MACHINERY

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500 FT

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DETOUR

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AHEAD

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DETOUR

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BUMP

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CLOSED

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ROAD

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JerseydaleCG_ReconstProject_Phase3_CoverSheet_041621_FINAL
Sheets and Views
JerseydaleCG_ReconstProject_Phase3_CoverSheet_041621_FINAL-34x22 EXPANDED
JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL
Sheets and Views
JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-INDEX PLAN_G1
OLE1
JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-SITE PLAN 1_G2
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JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-SITE PLAN 2_G3
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JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-CAMPSITE_G4
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JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-CAMPSITE2_G5
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JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-GENERAL_G6
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JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-BARRIERS_G7
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JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-ENTRANCE SIGN_G8
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JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-BULLETIN BOARDS_G9
OLE1
JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-CONST. SIGNS_G10
OLE1

File details come from the government source that posted it. Updated .